jacksonville district corps of engineers …...fort myers, fl 33919 reply to attention of regulatory...

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DEPARTMENT OF THE ARMY JACKSONVILLE DISTRICT CORPS OF ENGINEERS 1520 ROYAL PALM SQUARE BLVD-SUITE 310 FORT MYERS, FL 33919 REPLY TO ATTENTION OF Regulatory Division FEB 2 8 2013 South Permits Branch/Fort Myers Section SAJ-1996-02789 (NWP-WDD) Collier County c/o Pelican Bay Services Division 801 Laurel Oak Drive, Suite 605 Naples, FL 34108 Dear Sir or Madam: Your application for a Department of the Army permit received on January 25, 2013, has been assigned number SAJ-1996-02789. A review of the information and drawings provided shows the proposed work referred to as Clam Pass Dredging includes the dredging of approximately 14,960 cubic yards of sand from Clam Pass and the tidal creek as Segments A, B, & C in association with the following activities to restore tidal exchange into Clam Bay: 1. Using a combination of hydraulic and mechanical dredges, approximately 1,800 linear feet of Clam Pass basin and channel will be dredged between Stations 0+00 and 17+50. The proposed dredge template elevation is -5.8 feet North American Vertical Datum (NAVD). A 0.5-foot over-dredge allowance will be authorized. The profile of all dredge cuts will consist of a 1 vertical foot: 1 horizontal foot slope. All excavated and dredged beach compatible material will be loaded into all-terrain dump trucks using front end loaders, deposited within the fill template (Florida Department of Environmental Protection [DEP] reference monument R-39+ 733 feet to R-41, and R-42+180 feet to R-44+1 00 feet [total fill template is approximately 0.60 mile]), and graded using bulldozers or other appropriate grading equipment, to the permitted design fill profile (1 vertical foot : 10 horizontal feet slope with an elevation of +6.1 and +6.6 feet NAVD in the north and south fill template, respectively). Construction vehicles will either access the shoreline at one of two beach corridors located approximately 2.4 and 2 miles north and south of Clam Pass, respectively (Figures 3) or may be delivered directly to the site by barge. All sand placed within the fill template must be approved by the DEP and meet all requirements as outlined in the Florida Administrative Code subsection 62B-41.007. Although not anticipated, any non-beach compatible material will be stockpiled on the upland and ultimately disposed of landward of the Coastal Construction Control Line at the Collier County Landfill.

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Page 1: JACKSONVILLE DISTRICT CORPS OF ENGINEERS …...FORT MYERS, FL 33919 REPLY TO ATTENTION OF Regulatory Division FEB 2 8 2013 South Permits Branch/Fort Myers Section SAJ-1996-02789 (NWP-WDD)

DEPARTMENT OF THE ARMY JACKSONVILLE DISTRICT CORPS OF ENGINEERS

1520 ROYAL PALM SQUARE BLVD-SUITE 310

FORT MYERS FL 33919

REPLY TO ATTENTION OF

Regulatory Division FEB 2 8 2013 South Permits BranchFort Myers Section SAJ-1996-02789 (NWP-WDD)

Collier County co Pelican Bay Services Division 801 Laurel Oak Drive Suite 605 Naples FL 34108

Dear Sir or Madam

Your application for a Department of the Army permit received on January 25 2013 has been assigned number SAJ-1996-02789 A review of the information and drawings provided shows the proposed work referred to as Clam Pass Dredging includes the dredging of approximately 14960 cubic yards of sand from Clam Pass and the tidal creek d~scribed as Segments A B amp C in association with the following activities to restore tidal exchange into Clam Bay

1 Using a combination of hydraulic and mechanical dredges approximately 1800 linear feet of Clam Pass basin and channel will be dredged between Stations 0+00 and 17+50 The proposed dredge template elevation is -58 feet North American Vertical Datum (NAVD) A 05-foot over-dredge allowance will be authorized The profile of all dredge cuts will consist of a 1 vertical foot 1 horizontal foot slope All excavated and dredged beach compatible material will be loaded into all-terrain dump trucks using front end loaders deposited within the fill template (Florida Department of Environmental Protection [DEP] reference monument R-39+ 733 feet to R-41 and R-42+180 feet to R-44+1 00 feet [total fill template is approximately 060 mile]) and graded using bulldozers or other appropriate grading equipment to the permitted design fill profile (1 vertical foot 10 horizontal feet slope with an elevation of +61 and +66 feet NAVD in the north and south fill template respectively) Construction vehicles will either access the shoreline at one of two beach corridors located approximately 24 and 2 miles north and south of Clam Pass respectively (Figures 3) or may be delivered directly to the site by barge All sand placed within the fill template must be approved by the DEP and meet all requirements as outlined in the Florida Administrative Code subsection 62B-41007 Although not anticipated any non-beach compatible material will be stockpiled on the upland and ultimately disposed of landward of the Coastal Construction Control Line at the Collier County Landfill

SAJ-1996-02789 Clam Pass Maintenance Dredge

The project is located within Clam Pass and Clam Bay in Sections 8 and 9 Township 49 south Range 25 east Collier County Florida The Project area is located in the pass that connects to the Gulf of Mexico and the tidal creek portion of Clam Bay at latitude 26deg 13171 N and longitude 81 o 49 069 W

Your project as depicted on the enclosed drawings (Attachment A) is authorized by Nationwide Permit (NWP) Number 3 In addition project specific conditions have been enclosed This verification is valid until March 18 2017 This verification is valid until the NWP is modified reissued or revoked It is incumbent upon you to remain informed of changes to the NWPs We will issue a public notice when the NWPs are issued Furthermore if you commence or are under contract to commence this activity before the date that the relevant nationwide permit is modified or revoked you will have 12 months from the date of the modification or revocation of the NWP to complete the activity under the present terms and conditions of this nationwide permit Please access the US Army Corps of Engineers (Corps) Jacksonville Districts Regulatory webpage to access web links to view the Final Nationwide Permits Federal Register Vol 77 dated February 21 2012 specifically pages 10270- 10290 the Corrections to the Final Nationwide Permits Federal Register 77 March 19 2012 and the List of Regional Conditions The website address is as follows

httpwwwsajusacearmymiiDivisionsRegulatorysourcebookhtm

Please be aware this web address is case sensitive and should be entered as it appears above Once there you will need to click on Nationwide Permits These files contain the description of the Nationwide Permit authorization the Nationwide Permit general conditions and the regional conditions which apply specifically to this verification for NWP 3 Enclosed is a list of the six General Conditions which apply to all Department of the Army authorizations You must comply with all of the special and general conditions and any project specific condition of this authorization or you may be subject to enforcement action In the event you have not completed construction of your project within the specified time limit a separate application or re-verification may be required

The following special conditions are included with this verification

1 Reporting Address All reports documentation and correspondence required by the conditions of this permit shall be submitted to US Army Corps of Engineers Regulatory Division Enforcement Section 1520 Royal Palm Square Boulevard Suite 310 Fort Myers FL 33919 The Permittee shall reference this permit number SAJ-1996-02789 on all submittals

2

SAJ-1996-02789 Clam Pass Maintenance Dredge

2 Commencement Notification Within 10 days from the date of initiating the authorized work the Permittee shall provide to the Corps a written notification of the date of commencement of work authorized by this permit

3 Cultural ResourcesHistoric Properties

a No structure or work shall adversely affect impact or disturb properties listed in the National Register of Historic Places (NRHP) or those eligible for inclusion in the NRHP

b If during the ground disturbing activities and construction work within the permit area there are archaeologicalcultural materials encountered which were not the subject of a previous cultural resources assessment survey (and which shall include but not be limited to pottery modified shell flora fauna human remains ceramics stone tools or metal implements dugout canoes evidence of structures or any other physical remains that could be associated with Native American cultures or early colonial or American settlement) the Permittee shall immediately stop all work in the vicinity and notify the Corps The Corps shall then notify the Florida State Historic Preservation Officer (SHPO) and the appropriate Tribal Historic Preservation Officer(s) (THPO(s)) to assess the significance of the discovery and devise appropriate actions

c A cultural resources assessment may be required of the permit area if deemed necessary by the SHPO THPO(s) or Corps in accordance with 36 CFR 800 or 33 CFR 325 Appendix C (5) Based on the circumstances of the discovery equity to all parties and considerations of the public interest the Corps may modify suspend or revoke the permit in accordance with 33 CFR Part 3257 Such activity shall not resume on non-federal lands without written authorization from the SHPO and the Corps

d In the unlikely event that unmarked human remains are identified on non-federal lands they will be treated in accordance with Section 87205 Florida Statutes All work in the vicinity shall immediately cease and the Permittee shall immediately notify the medical examiner Corps and State Archeologist The Corps shall then notify the appropriate SHPO and THPO(s) Based on the circumstances of the discovery equity to all parties and considerations of the public interest the Corps may modify suspend or revoke the permit in accordance with 33 CFR Part 3257 Such activity shall not resume without written authorization from the State Archeologist SHPO and the Corps

3

SAJ-1996-02789 Clam Pass Maintenance Dredge

e In the unlikely event that human remains are encountered on federal or tribal lands or in situations where Archaeological Resources Protection Act of 1979 or Native American Graves Protection Repatriation Act of 1990 applies all work in the vicinity shall immediately cease and the Permittee immediately notify the Corps The Corps shall then notify the appropriate THPO(s) and SHPO Based on the circumstances of the discovery equity to all parties and considerations of the public interest the Corps may modify suspend or revoke the permit in accordance with 33 CFR Part 3257 After such notification project activities on federal lands shall not resume without written authorization from the Corps andor appropriate THPO(s) SHPO and federal manager After such notification project activities on tribal lands shall not resume without written authorization from the appropriate THPO(s) and the Corps

4 Erosion Control Prior to the initiation of any work authorized by this permit the Permittee shall install erosion control measures along the perimeter of all work areas to prevent the displacement of fill material outside the work area Immediately after completion of the final grading of the land surface all slopes land surfaces and filled areas shall be stabilized using sod degradable mats barriers or a combination of similar stabilizing materials to prevent erosion The erosion control measures shall remain in place and be maintained until all authorized work has been completed and the site has been stabilized

5 Fill Material The Permittee shall use only clean fill material for this project The fill material shall be free from items such as trash debris automotive parts asphalt construction materials concrete block with exposed reinforcement bars and soils contaminated with any toxic substance in toxic amounts in accordance with Section 307 of the Clean Water Act

6 Self-Certification Within 60 days of completion of the authorized work or at the expiration of the construction window of this permit whichever occurs first the Permittee shall complete the attached Self-Certification Statement of Compliance form and submit to the Corps at Regulatory Division Enforcement Section 1520 Royal Palm Square Boulevard Fort Myers FL 33919 In the event that the completed work deviates in any manner from the authorized work the Permittee shall describe on the Self-Certification Form the deviations between the work authorized by the permit and the work as constructed Please note that the description of

4

SAJ-1996-02789 Clam Pass Maintenance Dredge

any deviations on the Self-Certification Form does not constitute approval of any deviations by the Corps

7 Regulatory Agency Changes Should any other regulatory agency require changes to the work authorized or obligated by this permit the Permittee is advised that a modification to this permit instrument is required prior to initiation of those changes It is the Permittees responsibility to request a permit modification from the Fort Myers Regulatory Office

8 Manatee Protection Measures The Permittee shall comply with the Standard Manatee Conditions for In-Water Work FWC 2011 (Attachment C)

9 Biological Opinion (BO) This Corps permit does not authorize the Permittee to take an endangered species in particular the piping plover (Charadrius melodus) In order to legally take a listed species the Permittee must have separate authorization under the Endangered Species Act (ESA) (eg an ESA Section 10 permit or aBO under ESA Section 7 with incidental take provisions with which the Permittee must comply) The enclosed US Fish and Wildlife Service (FWS) Biological Opinion (BO) (Attachment D) contains mandatory terms and conditions to implement the reasonable and prudent measures that are associated with incidental take that is also specified in the BO Authorization under this Corps permit is conditional upon compliance with all of the mandatory terms and conditions associated with incidental take of the attached BO which terms and conditions are incorporated by reference in this permit Failure to comply with the terms and conditions associated with incidental take of the BO where a take of the listed species occurs would constitute an unauthorized take and it would also constitute non-compliance with this Corps permit The FWS is the appropriate authority to determine compliance with the terms and conditions of its BO and with the ESA

10 Statewide Programmatic Biological Opinion (SPBO) The Permittee shall comply with the endangeredthreatened nesting sea turtles (Chelonia mydas Eretmochelys imbricata Lepidochelys kempii Dermochelys coriacea Caretta caretta) and endangered West Indian manatee (Trichechus manatus) Reasonable and Prudent Measures and Terms and Conditions in Section A of the US Fish and Wildlife Services SPBO dated August 22 2011 (Attachmend E)

5

SAJ-1996-02789 Clam Pass Maintenance Dredge

11 Dredging The Permittee shall dredge the area from station 1 +00 through station 0+00 as the final portion of the operation and shall also conduct these dredging operations at low tide

12 Dredge Placement As this project is to restore the tidal exchange into Clam Bay and not for beach renourishment the Permittee shall place all dredge material above the mean high water line

This letter does not give absolute Federal authority to perform the work as specified on your application The proposed work may be subject to local building restrictions mandated by the National Flood Insurance Program You should contact your local office that issues building permits to determine if your site is located in a flood-prone area and if you must comply with the local building requirements mandated by the National Flood Insurance Program

If you are unable to access the internet or require a hardcopy of any of the conditions limitations or expiration date for the above referenced NWP please contact William DeFrance by telephone at 239-334-1975 extension 23

Thank you for your cooperation with our permit program The Corps Jacksonville District Regulatory Division is committed to improving service to our customers We strive to perform our duty in a friendly and timely manner while working to preserve our environment We invite you to take a few minutes to visit the following link and complete our automated Customer Service Survey httpregulatoryusacesurveycom Your input is appreciated- favorable or otherwise

Sincerely

William DeFrance Project Manager

Enclosures

Copy Furnished

Turrell Hall ampAssociates Inc

6

GENERAL CONDITIONS 33 CFR PART 320-330

PUBLISHED FEDERAL REGISTER DATED 13 NOVEMBER 1986

1 The time limit for completing the work authorized ends on date identified in the letter If you find that you need more time to complete the authorized activity submit your request for a time extension to this office for consideration at least one month before the above date is reached

2 You must maintain the activity authorized by this permit in good condition and in conformance with the terms and condition~ of this permit You are not relieved of this requirement if you abandon the permitted activity although you may make a good faith transfer to a third party in compliance with General Condition 4 below Should you wish to cease to maintain the authorized activity or should you desire to abandon it without a good faith transfer you must obtain a modification of this permit from this office which may require restoration of the area

3 If you discover any previously unknown historic or archeological remains while accomplishing the activity authorized by this permit you must immediately notify this office of what you have found We will initiate the Federal and state coordination required to determine if the remains warrant a recovery effort of if the site is eligible for listing in the National Register of Historic Places

4 If you sell the property associated with this permit you must obtain the signature of the new owner in the space provided and forward a copy of the permit to this office to validate the transfer of this authorization

5 If a conditioned water quality certification has been issued for your project you must comply with the conditions specified in the certification as special conditions to this permit For your convenience a copy of the certification is attached if it contains such conditions

6 You must allow a representative from this office to inspect the authorized activity at any time deemed necessary to ensure that it is being or has been accomplished in accordance with the terms and conditions of your permit

SAJ-1996-02789 Clam Pass Maintenance Dredge

Attachments to Department of the Army Nationwide Verification-3 Number SAJ-1996-02789

ATTACHMENT A- PERMIT DRAWINGS 13 pages dated 022513

ATTACHMENT B- ORIGINAL PERMITMODIFCATION DRAWINGS 27 pages

ATTACHMENT C- STANDARD MANATEE CONDITIONS FOR IN-WATER WORK 2011 2 pages

ATTACHMENT D- BIOLOGICAL OPIONON 68 pages

ATTACHMENT E- STATEWIDE PROGRAMMATIC BIOLOGICAL OPINION (excerpt) 22 pages

ATTACHMENT F- SELF-CERTIFICATION STATEMENT OF COMPLIANCE 1 page

ATTACHMENT G- PERMIT TRANSFER REQUEST 1 page

2

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT A

Permit Drawings

3

CONSTRUCTION PLANS CLAM PASS MAINTENANCE DREDGING

COLLIER COUNTY FLORIDA

LOCATION MAP

t SHEET INDEX

1 COVER SHEET AND LOCATION MAP 2 SITE PLAN WITH CONSTRUCTION ACCESS 3 SITE PLAN - DREDGE amp FILL 4 SITE PLAN - DREDGE amp FILL 5 TYPICAL INLET CROSS SECTION - DREDGE 6 CROSS SECTIONS - DREDGE 7 CROSS SECTIONS - DREDGE B CROSS SECTIONS - DREDGE 9 CROSS SECTIONS - DREDGE 1D CROSS SECTIONS - DREDGE 11 CROSS SECTIONS - DREDGE 12 CROSS SECTIONS - BEACH FILL 13 STATION CONTROL - DREDGE amp FILL VOLUME

j_ MHW 033 NAVD 1988

I J_18 168 I --- NGVD 1929

228 MLWI j middot--- __ MLLW

RELATIONSHIP BETWEEN NAVD 1988 NGVD 1929 MEAN HIGH WATER MEAN LOW

WATER AND THE MEAN LOWER LOW WATE TIDAL DATUM (1983-2DD1 EPOCH)

LABINS TIDE STATION NAPLES-GULF OF NOTES MEXICO NUMBER 872-5110

1 AERIAL PHOTOGRAPHS WERE TAKEN IN JANUARY 2D12 AND PROVIDED COURTESY OF COLLIER COUNTY PROPERTY APPRAISERS OFFICE 2 COORDINATES SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN DATUM OF 1983 EAST ZONE (NAD83) 3 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 4 NOTE THESE PERMIT DRAWINGS SHALL NOT BE CONSIDERED VALID FOR CONSTRUCTION PURPOSES UNLESS SIGNED AND SEALED BY EITHER

BRETT D MOORE P E 37326 KENNETH K HUMISTON PE 23326 MOHAMED DABEES P E lf58003 MARC DAMON PE 70615

5679 STRAND COURT NAPLES FL 3411 0 FAX (239) 594-2025 PHONE (239) 594-2021 wwwhurnlltgttnnnnrnnr-ltgt

Army Corps of Engineers File SAJ-1996-02789 Date 22513

- pound 1 _

Army Corps of Engineers File SAJ-1996-02789 Date 22513 Pltgtn-ltgt ) rvf 1 1

Army Corps of Engineers File SAJ-1996-02789 Date 22513

B c D E F G H I J K L M N 0 p Q

R s T u v w X y z

AA BB cc DO

3882294 3882590 3883503 3884494 3884983 3885366 3884585 3884874 3888558 3887526 3887855 3888540 3888076 3887188 3886940 3885844 3888007 3886177 3886144 3885913 3885732 3885594 3885204 3884835 3884445 3884054 3883584 3883149 3882289

6864033 6864179 6864586 6864831 6864893 6865236 6867151 6868233 6869815 6869157 6868769 6867433 6867167 6867812 6868267 6867539 6867341 6866860 6866351 6865816 6865287 6864780 6864389 6864042 6863687 6863332 6863151 6862907 6863582

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 D~n-a A + 1 l

TYPICAL DREDGE CUT FOR INLET STATIONS (0+00 TO 3+645) (STATION 1+00 SHOWN FOR REFERENCE ONLY)

--------~--~-7------=--= EXISTING( - o=sLOPE BEACH PROFILE (VARIES)

120--------------MHW +033 NAVD (161 NGVD)

---------------MLW -168 NAVD (-04 NGVD)

~1---------------BEACH COMPATIBLE SAND TO BE PLACED WITHIN THE FILL TEMPLATE LIMITS ON THE NORTH OR SOUTH SIDE OF THE PASS

-================= -58 (-45 NGVDl DESIGN CUT--J-------1-------l~- -63 NAVDNAVD ( -50 NGVD 05 OVER DEPTH ALLOWANCE 1-------45----shy

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013

5679 STRAND COURT NAPLES FL 341 10 FAX (239) 594-2025

~~tJ~~~2-~~~--~C~ 1 __ _

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 n --- c -C 11

STA -3+00

I NO DREDGING AT THIS STATION

TEIIPLATE SHOWN FOR REFtRENCE ONLY

-1QshyNORTH SOUTH

1 1 1-

1loo -dso -3oo -iso -ioo -1 so -1

1oo -~o 6 so

STA -1+50

-1QshyNORTH

_Joo -iso -~oo -iso -ioo

= NO DREDGING AT THIS STATION

TEUPLATE SHOWN FOR REFERENCE ONLY

-11so -11oo -bo 6

SOUTH

so 1

DISTANCE FROM BASEUNE (FEET) DISTANCE FROid BASEUNE (FEET)

~ 4

2 HW (+033)

8 ~-LW(-166)~~

z ~-4middot

sect-bull -8middot

-1oshyNORTH

- 1 ~~oo -~so -lao

STA -4+00

-iso -ioo

I I I

___)

NO DREDGING AT THIS STATION Tpound1-PLATE SHOWN FOR REFERENCE ONLY

-lso -oo -So 6

I

SOUTH

so 1

STA -2+50

- shy-8

-1Q-i NO~TH - 1 ~400 -~50 -300 -zso -zoo

= NO DREDGING AT THIS STATION

TEMPLATE SHOWN FOR REFERENCE ONLY

-fso -roo -so 0

I

SOUTH

so

w4

i Zmiddot

STA -1+00

- 114-W (+Oll)

-____or--shy ~ NO DREDGING AT THIS STATION

TEJPlATE SHOWN FOR REFtRENCE ONLY

-1DshyNORTH SOUTH

-12~~r----r----r--r----------------------~---~ -~oo -3so -3oo -zso -zoo -1so -100 -so o 50

DISTANCE FROM BASELINE (FEET)

8

6

4

2 MHW (+033)

MLW (-168)

NORTH

middot-shy --shy L

NOTES

STA -3+50

_U NO DREDGING AT THIS STATION

TEMPLATE SHOWN FOR REFERENCE ONLY

SOUTH

--shy --shy middot-shy --shy ~ T --DISTANCf fR014 BASELINE (FEET)

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL 2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC

DISTANCE FROM BASELINE (FEET) DISTANCE FROM BASEUNE (FEET)

STA -2+00 STA -0+50

~ 4 2 2middot

UHW (+033) - J 14HW (+Ol3)

MLW (-158) 1rH o ~ ~

NO DREDGING AT THIS STATION TtMPLATE SHOWN FOR REFtRENCE ONLY

NO DREDGING AT THIS STATION TEMPLATE SHOWN FOR REFERENCE ONIY -middot

-1DshyNORTH SOUTH NORTH SOUTH

1 -12_-------r--r-------~-----------------~~1 1 1-~so -~oo -iso -ioo -1 so -1 oo -~o 6 5o -4oo -gt5o -3oo -250 -zoo -150 -100 -so o so DISTANCE FROM BASEUNE (FEET) DISTANCE FROid BASEUNE (FEET)

DATUM OF 1988 (NAVD88)

FROM JANUARY 3 TO 11 2013

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g 0

g z 0tishysectshy

-1

-1

0 4

~ z -

8 ~-2 z ~-4

sect-middot -middot -1Qshy

1- Joo

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 P~o-p n nf 1 i

000~ Il - shy

STA 0+00 STA 0+75

Dl

ULW -158)

o-4~ 4

2 2middot _ 14HW (+033) tIHW +033)

ii ~MLW ( middot) _z _2 z Q_4~-4 It

OESIGIIGUT(-5BWvtl)_ DtsGNCUT(-SftWYD)_ OVOotPTH(-6lWvtl)- 0VtRDEPTH(-6JWVll) shy-bull-1~-middot

hs] 111 CYFT DESIGN CUT -middot-middotmiddot [I] t1 CYFT OVER DEPTH CUT-1 -1

SOUTHNORTH SOUT~ -124-~---~~---r--------------------------- -12 1 1 I I I

-400 -350 -soo -250 -zoo -1 so -100 50 -400 -350 -too -iso -ioo -150 -100 -so so DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 0+25

s 4middot 0

3 2middot~j gt

-uH~5 )

tllW - ltltgt~ I

(-168)

DSIOIICUT(-SBtuvtl)_ OvtROtPTH(-SlWvtl) shy

hsJ 149 CYFT DESIGN CUT

CD 11 CYFT OVER DEPTH CUT -1 NORTH SO~TH I

I-smiddotso -300 -tso -too -fso -100 --o 0 50

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 1+25STA 0+50

~ bullmiddot ~ j~ ------ ~ -2middot z ~-4middot

bSj 146 CYFT DESIGN CUT ~-middot -middotmiddot CO 11 CfFT OVER DEPTH CUT-10

SOUTHNORTH SOUTH -121-~--~---------------------~-~-------~~ _0-400 -350 -300 -250 -200 -150 -100 -50 0 so 50

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

STA 1+00Dl 4

OESION CUT (-SB WVD) ___ DVERD[PTH(-SJNlvtl)-

-350 -300 -zso -zoo -150 -foo

SOUTH

50

~HW(+o-gt1

z ~-4 gtij-6

-middot -10

-124-~------r-----~-----~--r--~~--~-------~~ -400 -350 -300 -2so -200 -1so -100 -so o so

DISTANCE FROM BASEUNE (FEET)

STA 1+75

0 4

~ 2

-- oj~~HW ------~--==-~~~~~$~gtlt--11(+o~J8 MLW (-168) ~ -~- _ ~ bull_r

~-2 z ~-4

DtsiGNClJT(-5BNAVD)_sect-s OVERDiiTN(-5JIUVD)-

rs) 202 CYFT DESlCN CUT-middot [[]) 12 CYFT OVER DEPTH CUT-10

SOUTI-I -12 I NO~TH I l I l [ I I I

-4DO -~so -30D -zso -zoo -1so -100 -so b so

DISTANCE FROM BASEUNE (FEET)

STA 2+00

0 4

~jbullHW(+033) ~~ ~ I8 MlW (-168) ~-2

~-4 DtSIGIICliT(-58NlVD)_

~-6 ovt~ otrm (-~5middot wvo) shy

SOUTH

-too -fso -foo -so 50

DSTANCE FROM BASEUNE (FEET)

-middot -1

-3oo -tso

5679 STRAND COURT NAPLES FL 3411 D FAX (239) 594-2025 PHONE (239) 594-2021 wwwhumlstonandmoorecom

STA 1+50

D[SIGNCUT(-58Wvtl)_ DVEROtPTH(-6JHIIVll) shy

bSJ 228 CYFT DESIO~ CUT

ITJ] ll CYFT OVER DEPTH CUT

middotNORTH SOUTH

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 o- 7 f 1 ~

-350 -3oo -tso -too -1so -foo

3a-l TY~TUololJ

-1

~ 274

OJ 27 CYFT OVER

NORTH

-fSO

STA 5+00STA 2+25 STA 4+10

~ 4 ~4

000(-1

DESGtIGUT(-58WAV0)_1 DVEROEPTII(-5ltllvtl)-

~4 Iltt 2middot lt~2middotlt~3 ~IIHW +0bull 33) w (+middot) = I I ~38

2ojw (-168) v=8SSSYg__jbullLw (-168) I ~-2 z

~-2 ~-4 OESIGNCUT-SINAVD)_ bgt) gtI)-)) G~E~~~=~~~~-3 ~-6 OVGDEPIH(-SJIUVD)shy

D 121 CYFT DESH3N CUT-41 [SJ 171 CfrT DESIGN CUT CYFT OESICN CUT-middotmiddot ITJ] 11 ((FT OVER DEPTH CUT DEPTH CUT-sl rn 11 CfFT OVER DEPTH CUT -10 tIORTH SOUTH NORTH SOUTH SOUTH

1 1 -12~~--~------~---~---~~--~---------------~-~Joo -$so -~oo -dso -doo -t so -1 oo -1( 6 sh -400 -350 -300 -250 -200 -150 -100 -50 -foo -so so 100 150 200 DISTANCE FROU BASEUNE (FEET) DISTANCE FRO~ SASEUNE (FEET) DISTAHCE FROliC BASELIHE (fEET)

STA 2+50

0~ 4 gt2 2middot 2

-l ti ~ sect_4

4

2 JIHW +033)

STA 3+30

0-2Jw (-16

8) ~-ltgt~ I

D 17 CYFT DESIGN CUT

ITJJ t I CYFT OVER DEPTH CUT

NORTH SOUTH 1 1 1 1-ioo b 1

~ d-6 -8

-10 SOUTH

50 -tJoo -~so -3oo -dso -tso -1 oo -ho so -roo -50 5middoto 100 150 200 DISTANCE FRO~ BASEUNE (FEET) DISTAHCE FROM BASELIHE (FEET)

STA 3+645 STA 5+10

0 4~4 2middot

3 2 JMHW +033)-_J~ ti 0

8~ -2jw (-168) B0 jw (-16 )~-2

~-4 ~-4middot 100--000-0

f ) 1 I 1 ) IYi ~E~~ ~ ~~~~-6 ~-6 -8 [Sj 108 CYFT DESIGN CUT -8 (sJ 248 CYrT OESlGN CUT

ITJ] 11 CYFT OYER DEPTH CUT rn 27 cvrr ovER DEPTH cuT-10 -1 NORTH SOUTH NORTH SOUTH

1 1

--p~ I

1 1 15middoto -tJoo -~so -ioo -dso -ioo -1 so -1 oo -~o b sh -1doo -1 so -1 oo -~o 6 sh 16o H~o 20

DISTANCE FROM BASELINE (FEET) DISTANCE FROid BASEUNE (fEET) DISTANCE FROliC BASELINE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 PRECDNSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

5679 STRAND COURT NAPLES FL 34110 FAX (239) 594-2025 ~_H_(NtJf_~~Ll~-~~1__ _

_ o-=IIIHW l-t0bull5Y) oogt~ lt(y

~G~~ ~==~ ~~~ ~

~ 4

~ 2middot

[SJ 145 CYFI DESIGN CUT

[I] 11 CfFT OV[R DEPTH CUT

NORTH

-350 -300 -250 -200 -150

DISTANCE FROtt BASEUNE (FEET)

STA 2+75

-foo -~o

_ o-=IMHW t+0bull55) ~ (

o~~~ ~~ ~~ -1

-250 -200 -fso -100 -middotbullO

SOUTH

-1

~ 275 CYFT DESIGN CUT

[I] 26- CYFT OVER DEPTH CUT

NORTH

-fso

STA 4+60

SOUTH

Army Corps of Engineers File SAJ-1996-02789 Date 22513 PltoP R of 1 i

STA 5+60

~4 2middot3 JMHW (+033)

IALW -168

) gt gt ) gtJ==~~~a~ ~=~ ~~

[Sj 185 CYfrT DESIGN CUT

21 CYFT OVER DEPTH CUT

NORTH SOUTH

-fso -foo -50 o smiddoto

[I]

200 DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 6+10 STA 7+50

-obull ~ 4middot

~ 2middot t

2 J11HW (+033)I

~ O MLW (-168) --2 z

~ btsiGNCUT(-UNIVll)

K ( 6 ( 1 0r J ==~o~E~~ ~ ~~ titCt--==OVEDEPTH(-IlIIVll)= [Sj 17 rtFT DESIGN CUTCYFT DESIGN CUT -8

m 07 CYFT OYER DEPTH CUT

- nJMnn TVogtgt)

~LW (-168)

[Sj 109

oJ 17

NORTH

-rso 260 -tdoo -lso -ioo -bo 6 5b tdo 1Jo 260

rrjFT OVER DEPTH CUT -10

WEST EASTSOUTH

-foo -so 5o 100 1$0 200 -1Joo -115o -loa -~o 6 sb 16o 1o

STA 8+50STA 7+10

~ 4middot0 4

i MHW (+033)

Ef oj~ALw (-168) --2 ~0 gtonn bullbull

[SJ 105 CYFT

~~~~--------------~==~-=====~~===========]z ~-4 _J Hmiddot)_____ I_ DESIGNOE~~ (-51 NIVD) yf 5 (I) ((I f (I 9rf ==~c~~~ ~ ~

-~~-6 -8-J bS) 16 ClFT DESIGN CUT DESIGN CUT

CD tD ClFT OVER DEPTH CUT ITJ 22 CYFT OVER DEPTH CUT-10 -10

WEST EAST WEST EAST 1_Joo -11 -11 -~o b sb 1Jo 1~0 2o -t_Joo so 1oo -~o 6 5h 1Jo tdo 2amposo oo -1 -1

DISTANCE FROM BASEUNE (rEET)

STA 9+00

0 4

MHW +D33) 0

ti jMtw lt us) ~x_ lt_z z ~-4middot -lt Ilt ( ( ((Ilt (t) I ~~ ~~ =~~~

~-middot -8-J bSJ 127 CfFT DESIGN CUT

rn 25 CYFT OYER DEPTH CUT-10 WEST EAST

I)

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 8+00 STA 9+50STA S+SO

0 4middot~4 ~4 ~ 2middot MHW (+055) MHW (+D33bull) ~MHW (+033)

E0 loLW (-168)li jMLW ( 168) I I

shy

I emiddotojMLW ( 168) 7 ~ I I --2 --2 -z

z-~--~ DESIGNCUT(-bullsNIVb)~-4 ~-4middot~-4 _DESIONCUT(-5 5HAVD) ~==WEI1DEItH(-53NIVIl)-DVERDEPTH(-551UVIl)~-middot ~-middot ~-middot

-B-J rs) 52 cfFT DESIGN CUT [Sj 108 CfFT DESIGN CUT-8-l [Sj 31 CIFT DESIGN CUT -8 [I] 14 CYFT OYER DEPTH CUT ITJ 26 Cln OVER DEPTH CUTrn 11 CIFT OVER DEPTH CUT -10-10 -10 WEST EASTNORTH SOUTH WEST EAST

_~2tOO~r-~-r-~-~-r~~~--~~---------=~~ -12 j I I I Q l Q I 6 -1z-r--r----r----r----r----r--r--~--------_ -150 -roo -so 200 -200 -15o -too -so so 1 o 1so 2 a -200 -ISO -100 --o 50 200

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

5679 STRAND COURT NAPLES FL 34110 FAX (239) 594-2025 PHONE (239) 594-2021 wwwhum1stonandmoorecom

Army Corps ofEngineers File SAJ-1996-02789 Date 22513

8 STA 10+00

6

lt I2 4

MHW (+0bull 53)

li E l MLW (-16S) ~ 1amp-2middot z z

Q-4middot0 ~ I NO OREOGINO AT THIS STATION ~-~=

TEIIPLATE SHOWN fOR REfERENCE ONLY

4

-10

-12middot

6

4

2 MHW (+03J)

STA 10+19

UIW (-168)

NORTH

~ ~J NO DREDGING AT THIS STATION

TEUPLAT SHOWN FOR REFERENCE ONLY

SOUTH

-no -150 -100 -so b 50 ulo do 2

8

6

B

lt ~ 23 1

4

g g z 0 6

i- ~-

~- ~-

_-I o-_ 1gtshy

-I

1gt- WEST EAST __ ~ J--- middotshymiddot-- middot- middotshy

DISTANCE FROM BASEUNE (FEET)

DISTANCE FROM BASEUNE (FEET)

STA 10+50

s

)

~ 6 i shy

shyNO DREDGING AT THIS STATION shy

TEMPLATE SHOWN FOR REFERENCE ONLY

-I )

NORTH SOUTH _

200 shy-rso -foe DISTANCE FROM BASEUNE (FEET)

NOTES

STA 11+00

I

MHW (-+033)

MLW (-168)

NORTH

~ A NO DREDGING AT THIS STATION

TtMPLATE HDWN fOR REFERENCE ONLY

SOUTH

DISTANCt FROM BASEUNE (FEET)

STA 11+50

MHW +033)

MLW (-168)

~ J NO DREDGING AT THIS STATION

Tpound14PLATE SHOWN fOR REFERENCE ONLY

NORTH SOUTH

DISTANCE fRO~ BASEUNE (FEET)

STA 12+00

ltHW (-+033)

IILW ( 168)

~ NO DREDGING AT THIS STATION

TEI4PLATE SHOWN FOR REFERENCE ONLY

NORTH SOUTH

00 -1SD -100 -so 6 50 100 ISO 2

DISTANCE FROM BASEUNE (FEET)

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

1 lt-4 gt2

loHW (+053)

9 0

-2 z ~-4

STA 13+00

~ ~-middot

-6

NO DREDGING AT THIS STATION SHOWN FOR

REFERENCE ONLY

-10 NORTH

-12 -200 -150 -100 -50 50

DISTANCE FROid BASEUNE (FEET)

100

SOUTH

I 0 200

1 lt-4

2middot lo1HW (+053)

STA 1l+50

-z ~-4g-6

-8

-10 NORTH

-12 -200 -150 -100

~ NO DREDGING AT THIS STATION SHOW~gt~ FOR

REFERENCE ONLY

-50

SOUTH

200

DISTANCE FROid BASEUNE (FEET)

B STA 14+00

6

I 4

2 MHW (+OJ3)

go- MLW (-168) I z sshy~-

~ NO DREDGING AT THIS STATION SHOWN FOR

REFERENCE ONLY

NORTH SOUTH

-- middotshyDISTANCE fROid BASEUNE (FEET)

5679 STRAND COURT NAPLES Fl 3411 0 FAX (239) 594-2025 PHONE (239) 594-2021 www_huiTlhdonondmonre_com

Army Corps of Engineers File SAJ-1996-02789 Date 22513 n_ -- 1 A - 1 -

STA 16+00 STA 17+50STA 14+50 sshy 1 c 4middot~ 4middot 5

4 ~ 2middot gt

2 IAHW (+033)- IIHW (+033)

0 -3 2middot ltmiddot

EAST

-fSO

bull1bull0~--------~~~==~~======= ~ MLW (-168) t-2middot

~ -z MLW (-168)

~-4NO DREDGING AT THIS STATION SHOWN FOR

REFERENCE ONLY NO DREDGING AT THIS STATION NO DREDGING AT THIS STATION~-6i~= TEIAPLATE SHOWW FOR REFERENCE ONLY TEIAPLATE SHOWN FOR REFERENCE ONLY

-8middot-8middot

-10-1DshyWEST

1 1WESTNORTH SOUTH ~ EAST

-12 I I I I I -

1dao -t so -1 oo _o 6 sh t6o do 2o -fOO -raquo0 0 Sb 100 150 200 -200 -150 -100 -~0 0 5o tampo 150 200

DiSTANCE FR04 BASELINE (FEET) DISTANCE FROM BASEliNE (FEET) DIS)ANCE FROM BASEUNE (FEET)

8

6 STA 16+50

bull 2

o1HW (+033)

loLW (-168) --

middotshy I 6middot

NO DREDGING AT THIS STATION

8shy TDIPtATE SHOWN FOR REFERENCE ONLY

o- EAST WEST

L

STA 15+00 STA 18+00

1

I 0 4middot gt2

IIHW (+033)

8 0 ldlW (-1688 ~-2I ~-

~-4~ NO DREDGING AT THIS ~= STATION SHOWN FORlt REFERENCE ONLf~-6NO DREDGING AT THIS STATION

TEIIPLATE SHOWN FOR REFERENCE ONLY -8

-1 -10 EAST WEST

-1DshyWEST

-12 1 I I I ~ EAST

_Joo -11so -11oo -~o 6 sb H~D do 2bo -1 -200 -150 -loa -~0 0 100 1~0 200

DISTANCE FROJA BASEUNE (FEET) DISTANCE FR0-4 BASEliNE (FEET) DISTANCE FROU BASELINE middot~ (FEET)

8 STA 15+50

8 STA 17+00

66

~ 4middot

STA 18+28

IAHW (+033)

MIW ( ts8) ---

EAST

NO ORE~ STATION SHOWN FOR

REFERENCE ONLY

WEST

~00 -150 -100 -so 0 50 100 1so 21

bull I bull 2 2I bull ldHW (+033)lo4HW +033)

ti 0ti MLW (-168) I _fEu-loLW (-168) ~ ~-2middot~-2

~ J~5 bull 55 ~=-middot ~

~-

~=6 a-sNO DREDGING AT THIS STATIONNO DREDGING AT THIS STATION~-TEMPLATE SHOWN FOR REFERENCE ONLfTEiolPlATpound SHOWN FOR REFERENCE ONLY 8 -8middot

-1 -10-1 o- EAST WEST -12

EAST WEST -12-1

middot200 -150 -tOO 50 100 1 0 21 -200 -150 -100 -so 0 50 100 150 2 I

DISTANCE FROM BASEUNE (FEET) DISTANCE FR0-4 BASEliNE (FEET) DISTANCE FROM BtSEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVDBB) 2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

5679 STRAND COURT NAPLES Fl 34110 FAX (239) 594-2025 PHONE 239) 594-2021 wwwhumistonandmoorecom

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 PltgtltHgt 11 rvt 11

o

R-38 R-39

NO FILL AT THIS STATION SHOWN NO FILL AT THIS STATION FOR REFERENCE ONLY SHOWN FOR REFERENCE ONLY

1-1 oL----------------------- 0 200

DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

R-41 R-42

NO FILL AT THIS STATION THIS STATION SHOWN FOR REFERENCE REFERENCE ONLYONLY SHOWN FOR

NO FILL AT

DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

NOTES

1 RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 2 COORDINATES SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN DATUM OF 1983 EAST ZONE (NAD83) 3 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)

R-40+725R-40

10

NAVD0

~ 5 z

t lw 033 NAVDI0 (MHWL)-168 NAVD

(MLW) I~ Isect

-5 1gt0 1771 FILL TEMPLATE 18 lLLJ 62 CYFT gt

-10~--------------L-------------------

I~ f-

1~ 68 NAVDI g

(MLW) I~

I~ I~ w lLLJ 73 CYFT

II NAVD

1771 FILL TEMPLATE

0 zoo 0 200 DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

NO FILL AT THIS MONUMENT SHOWN FOR VOLUMETRIC CALCULATION ONLY

R-43 R-44

10

_ 66 NAVDlb 66 NAVD ------4-7 NAVD

I-z 033 NAVD (MHW)-lt-----033 NAVD (MHW) li -168 NAVD (MLW) -168 NAVD (MLW)15

li-5

I~ 1771 FILL TEMPLATEI~ lLLJ 41 CYFT

0 1-101~---------L_---------~------------

200 0 200 SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

4 NORTH AND SOUTH LIMITS OF BEACH FILL TEMPLATE WITHIN MAXIMUM LIMITS SHOWN ON PERMIT PLANS BY PBSampJ DATED 7312012

5 ALL FILL TO BE PLACED UPLAND OF THE GULF OF MEXICO MHWL AND WITHIN THE LIMITS OF THE BEACH FILL TEMPLATES ON 5679 STRAND COURTPERMIT PLANS BY PBSampJ DATED 731 2012 NAPLES FL 3411 0

6 AREA LANDWARD OF DUNE FILL TO BE GRADED BASED ON SITE CONDITIONS AT THE TIME OF CONSTRUCTION FAX (239) 594-2025 PHONE (239) 594-2021 wwwhumlstonandrnoorecom

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 Pltgto- 1 J --f 1 ~

~

- 6Sm11S ~ 14ltgt5_ -6 ~ 14ltgt5 11 33361SZ 1laquo5- 61lt1gt073 ~ -- 3a3-n35 14ltU$ SS70tiLgtS 14gtgtS ~ 8EitG4S =ltl6S 1laquo5 NOOOEiGlNGATiHESiE~noNS 10054 ~1 1CS 6Se355 3secto7113 -__ a=1 -middot

~7 ~~ 7ltru) - mlS ~ - =

Q611SS =

t iiNIPLAf~ iNFCiRMAfloR ~fiOBLISHEti fiY DEP) MONUMENT ESTIMATED AVAiLABLE AVAILABLE

MONUMENT NORTHING EASTlNG AZIMUTH ELEVATION EFFECTIVE FILL FILL ID NAvebull DISTANCE VOLUME VOLUME

FEET) (FEET) DEGREES) FEET (FEET) (CVIFTI CVJ R-38 6898181 3fSI7837 2700 373 R-39 13887995 3B78747 2700 484 R-40 6877938 3879638 2700 297 500 82 3100 R40+725 13870688 3879638 2700 180 73 1314 R-41 BS67856 3880516 2700 324

middotroTAL AVAILABLEVOWME-NORTH FILL TEMPLATE 4414 0gt50 6882954 3879149 1795 100 92 920 1gt50 6862963 3880149 1795 100 206 2000 2gt50 6862972 31l81149 1795 100 139 1390

TOTAL AVAILABLE VOLUME -INLET FILL TEMPLATE 4370 R-42 6B57310 3192004 2650 423 R-43 6846923 3882485 2700 484 1300 36 4680 R-44 6837015 3883591 2700 674 550 41 2255

roTAL AVAILABLE VOWME -SOUTH FILL TEMPLATE 6935 TOTAL AVAILABLE VOLUME -ALL FILL TEMPLATESlt 15719

INLET FILL TEMPATE SECTIONS

STA D+SD

J-----255------- shy10 NAVD

92 CYFT FlU VOLUME

145 CYFT DESIGN CUT

11 CYFT OVER OEPTH CUT

SOUTH

-sao -400 -350 -300 -250 -200 -fso -foo -so 50 DISTANCE FROio BASEUNE (FEET)

t2j ~ ----J w lt-bullmiddotI sect_ ~ d-6

-middotmiddot -10

[ZJ 206 CYFT FILl YOLUI4E DESICWttrr[-5BNAVD)_I OVDDtPlH(-6StiAVO)shy

[Sj 228 CYFT DESIGN CUT

[[]] 12 CYFT OYER DEPTH CLJT

NORTI-I SOUTH

-lJoo -iso -ioo -iso -doo -11so -11oo -~o amp sh J

DISTANCE FROM BASELINE (FEET)

[ZJ 139 CfrT FILL VOLUUE

bSJ 14-5 CfFT OESIGN CUT

[I] 11 CYFT OVER DEPTH

NORTH

-150 -100

STA 2+50

t~SICIICUT(-551UVO)_

DVVI0[Pffi(-65MAVD)-

CUT

SOUTH

-250 -200 -fSO -faa 50 DISTANCE FROM BASEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)

2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM

JANUARY 3 TO 11 2013 4 FILL TEMPLATE LOCATION BASED ON PERMIT PLANS BY PBSampJ DATED 7312012

5679 STRAND COURT NAPLES FL 34110 FAX (239) 594-2025 PHONE (239) 594-2021 wwwbullhumlstQnandmoorecom

Army Corps of Engineers File SAJ-1996-02789 Date 22513 P~w-P 1~ nf 1~

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT B

Original PermitModification Drawings

4

Nov 24 1997 - 101327 DCWG010JPR079S2

SHEET 1 SHEET 2

~---Approximate Ending Point

~~~--Approximate Beginnin9 Point

0 ()

X w ~

u 0

u J J ()

0 ()

x w ~

LL 0

u J gt C)

SOUTH

EXCAVATION PLAN FOR CUTS 3 amp 4A THROUGH 40 FOR PER~ITIING

PURPOSES ONLY

PROJECT

APPLICANT

CLAM BAy

PELICAN BAY SERVICES DIVISION Figure

452(1)

0 T TACKNEY FLA REG 20853

middot 199602789(IP-CC) APR6 1998

---

Nov 06 1997 - 152223 DDWG010lPR079525dwg

V D NGVD V ONGVD 0~sect t_OJJ2

-wT J _3 11--zt ~

l 15 It l 20 It L I I I

CUT 1 CUT 2 amp 3

H~ t-~~ -4 II

L 40 It L I I

CUT 4A middot

VONGW I

~ S 20 Jtl l

I I

CUT 48

~-- middot~~-w~ --- - - ~- SEE NOTE-24 1

S30ftl lI I

~ CUT 4C

1 EXISTING SECTIONS VAirf ~~2 SIDE SLOPES 0 ANGLE OF REPOSE (ASSUMED 3D)

0 2 4 6 8 10 HORIZONTAl

TYPICAL CUT SECTIONS

PROJECT CLAM BAY APPLICANT middotPELICAN BAY SERVICES DIVISiON

WILSON

MILLER

~ COLLIER ~R 1997 TACKNEY AND ASSOC INC ~~~~i - of9S 25pound lot

COASTAL ENGINEERING N01d2--oso-oo -tRPiPmiddot middot~-ppoundR79 IIGTNO -~S918 25 atJ8

Figure 452(i)

D T TACKNEY fA RpoundGbull 20115J

199602789(IP-CC) APR6 1998

-~--~ ~

NOTE bull 1 TYPICAL PIPELINE ROUTE SHOJIN FOR ILLUSTRATION PURPOSES ONLY

ACTUAl PIPELINE ROUTE TO BE DETERMINED IN THE FIELD 2 ALL ELEVATIONS ARE REFERENCED TO NGVO 1929 3 All HORIZONTAL C(X)ROJNATES ARE IN STATE PLANE COORDINATE

SYSTEM NAO 1927 FLORIOA EAST ZONE

LEGEND ~ DREDGING CUT LIMITS ~zJ VOLUMEOFCUT~3ZOOOCV

----- STAnONIPROFILELOCATION

- - - - BASELINe

G) BASELINE POINT NUMBER

R-42 ONR REFERENCE MONUMENT

~ CORE BORING LOCATION C4(59)

- bull shy middot PIPELINE ROUTE

17iiIJ 181112522 gt111141 IN1ZII2 1203111 11120010 1227241 IM21111 1231317 11131~71 1227Ut 11112071 12eG517 IIIIQOI 1$00031 IMIUU 0031n IMI8311 1300171 115038AI 1310711 1111511827 13tttn 11amp241 ta 1310771 11121031 1~7711 1115311618 lnamplll4 etaat21 1288813 8IH215U 128iUt 881174131 128Bt72 81580023

232130 21 23Z7RZI 22 2S21oampBI2 21 Ua71011

~= Z1l 2331117 27 23W7C35 28 23110100

lll80tZamp lleo8011 tlll20e32 HUHN 111321131 81N0211 8111 111871005 11875020 ~I RESTORATION

CLAMBAY

DREDGING CUT 4 -SITE PLAN FOR PELICAN BAY SERVICES DISTRICT

M IISlOIIJIOORENQNEERa IDeiINRPOFIrRO HOfm-llltE tbull

DATE21B9 ALE 8042CON-AER-CUT4 rMlESflOilIOJil410CI

iN11~ii-6-21Q1 PROJECT NO 8-042 DATUM NGVDGRIO SHEET 7 OF 21

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET OF 21

sra )

I I L ubull l t ~~

~~middotmiddot l r - II - -bull1__ -lOii amp 1Ciltj -loa -loo 40 ~ -lOii -iiM -lOll -liO ampshy

-~~~ ---~ -~~~

l l I t L ~ - ~ ~

-~- - II a+c-~-~~--_~-------~--1 ~1ila-r ~1011 - -amp ~llit - -ampo t l gount

DISJMCI nc1111 UIIlJic (Jttl) GmuG ~ uNpound ~ DIIT~ _ USDIIt (JUT)

aa _

I I I L L ~

I 1shyr~~~--~~CL~-~~~~~~_~~

I =~~-b~-m=middot~-~~-----~J~~-

IIUMIX ~ IIUUM (nl1) -rMcz _ 8MIUI1 (nDJ

1-

1 orampshy

I ~

-l -bull1__Jlll -lOii middot -ampII -lOii -lao

CIITMCI _ IUIIJIC (Jill) DlllUCS _ IIASIaC (PUT) DIITMICI _ aMI (rU1]

HM CLAM BAY

bull RESTORATION bull CUT4 CROSS-SECTIONS

~-=a~--- DATE t2D1SI8 IftlE 21042-XS I SCALEbull AS 5HOWH I middot ~)~1

Pafttr-~ un bull __ run1u wrvnJe1llln SHEEn 10 or 21

~i m-

shy

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 10 OF 21

~--ORll

~fIII (Rn)

Jn1+Jt

linua ~ yenQI1 _ ibilii-CI poundMr(lllll QIIIIiil a

-L~ I Ii_J Isectshy

-----~

- -~ - shy laEiiiliiilii C ~

U~ttmiddot

---iJUS) 199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 11 OF 21

__ ltiiiiDT-Uiil--ri ~middotno~lpound

Moli~CC IIIIWmiddot~ (Fm)

middotumiddots -~IZIR-_Q CiCIIWIJCnIJ na

_ ___~

~JiotlaaampIIZ(R511o

CLAM BAY RESTORA-TION

CUTf4- CROSS-SCTtOHS

~r-F- 1M1Eo Uftlfjl IPU _ sce OS - I ~bull ~~we Lftl rbullgtn_ ~~- ~~middot11 t)f 21

I 1

l

rasr-E ~middot cnrrJ

_ IIUEIT caK cll

cawmm bull fWD bull 1

470FT

ClriiMCZ _ (lD11

I ~~~middot1--------TI~~~~~7~7~~~~~~----~~

~ E

lltlfwE IJICII umrbull (JUT) _ _ ITA t1+CID CIIWDIITI S rK1 bull 11_1

Idmiddot ~1 middot 7f1gt~5 c I

f

IISJAMCI _ llloWOJ (Fm] DIS1NCCI _ HS[UC (rur]

_ iiiUIDI CDCmiddotshyCCIIICddTE flftlbull tt

199602789(1P-GC) MODIFICATION 1 FEB 26 1999 SHEET 12 OF 21

fIIDIUTCOIIIIoiM COWPDIQl bull nGS bull ltDI -middotshy

I

DIITA~far it ~r (nrrJ

Illamp 14+11 ~middotIUSmiddot

It------~~~----~ ~~

~

DlloUUI ~ ampUIUII (Fm]

HM CLAMBAY

RESTORATION CUT4 CROSS-SECTIONS

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SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT C

Standard Manatee Conditions for In-Water Work

5

STANDARD MANATEE CONDITIONS FOR IN-WATER WORK 2011

The permittee shall comply with the following conditions intended to protect manatees from direct project effects

a All personnel associated with the project shall be instructed about the presence of manatees and manatee speed zones and the need to avoid collisions with and injury to manatees The permittee shall advise all construction personnel that there are civil and criminal penalties for harming harassing or killing manatees which are protected under the Marine Mammal Protection Act the Endangered Species Act and the Florida Manatee Sanctuary Act

b All vessels associated with the construction project shall operate at Idle SpeedNo Wake at all times while in the immediate area and while in water where the draft of the vessel provides less than a four-footclearance from the bottom All vessels will follow routes of deep water whenever possible

c Siltation or turbidity barriers shall be made of material in which manatees cannot become entangled shall be properly secured and shall be regularly monitored to avoid manatee entanglement or entrapment Barriers must not impede manatee movement

d All on-site project personnel are responsible for observing water-related activities for the presence of manatee(s) All in-water operations including vessels must be shutdown if a manatee(s) comes within 50 feet of the operation Activities will not resume until the manatee(s) has moved beyond the 50-foot radius of the project operation or until 30 minutes elapses if the manatee(s) has not reappeared within 50 feet of the operation Animals must not be herded away or harassed into leaving

e Any collision with or injury to a manatee shall be reported immediately to the Florida Fish and Wildlife Conservation Commission (FWC) Hotline at 1-888-404-3922 Collision andor injury should also be reported to the US Fish and Wildlife Service in Jacksonville (1-904-731-3336) for north Florida or Vero Beach (1-772-562-3909) for south Florida and to FWC at I mperiledSpeciesmyFWCcom

f Temporary signs concerning manatees shall be posted prior to and during all in-water project activities All signs are to be removed by the permittee upon completion of the project Temporary signs that have already been approved for this use by the FWC must be used One sign which reads Caution Boaters must be posted A second sign measuring at least 8 by 11 explaining the requirements for Idle SpeedNo Wake and the shut down of in-water operations must be posted in a location prominently visible to all personnel engaged in water-related activities These signs can be viewed at MyFWCcommanatee Questions concerning these signs can be sent to the email address listed above

I Iii

Ill I All project vessels

IDLE SPEE NO AK

When a manatee is within 50 feet of work all in-water activities must

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ild I 1-888-404-FWCC(3922)

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SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT D

Biological Opinion

6

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT E

Statewide Programmatic Biological Opinion

7

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT F

Self-Certification Statement of Compliance

8

--------------------

---------------------------------------------------------

-----------------------------------------------------

----------------

----------------------------

SELF-CERTIFICATION STATEMENT OF COMPLIANCE

Permit Number NW-3 Application Number SAJ-1996-02789

Permittees Name amp Address (please print or type)

Telephone Number

Location of the Work

Date Work Started Date Work Completed ________________

Description of the Work (eg bank stabilization residential or commercial filling docks dredging etc)

Acreage or Square Feet of Impacts to Waters of the United States

Describe Mitigation completed (if applicable)

Describe any Deviations from Permit (attach drawing(s) depicting the deviations)

I certify that all work and mitigation (if applicable) was done in accordance with the limitations and conditions as described in the permit Any deviations as described above are depicted on the attached drawing(s)

Signature of Permittee

Date

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT G

Permit Transfer Request

9

DEPARTMENT OF THE ARMY PERMIT TRANSFER REQUEST

PERMIT NUMBER SAJ-1996-02789

When the structures or work authorized by this permit are still in existence at the time the property is transferred the terms and conditions of this permit will continue to be binding on the new owner(s) of the property Although the construction period for works authorized by Department of the Army permits is finite the permit itself with its limitations does not expire

To validate the transfer of this permit and the associated responsibilities associated with compliance with its terms and conditions have the transferee sign and date below and mail to the US Army Corps of Engineers Enforcement Section Post Office Box 4970 Jacksonville FL 32232shy0019

(TRANSFEREE-SIGNATURE) (SUBDIVISION)

(DATE) (LOT) (BLOCK)

(STREET ADDRESS) (NAME-PRINTED)

(MAILING ADDRESS)

(CITY STATE ZIP CODE)

Page 2: JACKSONVILLE DISTRICT CORPS OF ENGINEERS …...FORT MYERS, FL 33919 REPLY TO ATTENTION OF Regulatory Division FEB 2 8 2013 South Permits Branch/Fort Myers Section SAJ-1996-02789 (NWP-WDD)

SAJ-1996-02789 Clam Pass Maintenance Dredge

The project is located within Clam Pass and Clam Bay in Sections 8 and 9 Township 49 south Range 25 east Collier County Florida The Project area is located in the pass that connects to the Gulf of Mexico and the tidal creek portion of Clam Bay at latitude 26deg 13171 N and longitude 81 o 49 069 W

Your project as depicted on the enclosed drawings (Attachment A) is authorized by Nationwide Permit (NWP) Number 3 In addition project specific conditions have been enclosed This verification is valid until March 18 2017 This verification is valid until the NWP is modified reissued or revoked It is incumbent upon you to remain informed of changes to the NWPs We will issue a public notice when the NWPs are issued Furthermore if you commence or are under contract to commence this activity before the date that the relevant nationwide permit is modified or revoked you will have 12 months from the date of the modification or revocation of the NWP to complete the activity under the present terms and conditions of this nationwide permit Please access the US Army Corps of Engineers (Corps) Jacksonville Districts Regulatory webpage to access web links to view the Final Nationwide Permits Federal Register Vol 77 dated February 21 2012 specifically pages 10270- 10290 the Corrections to the Final Nationwide Permits Federal Register 77 March 19 2012 and the List of Regional Conditions The website address is as follows

httpwwwsajusacearmymiiDivisionsRegulatorysourcebookhtm

Please be aware this web address is case sensitive and should be entered as it appears above Once there you will need to click on Nationwide Permits These files contain the description of the Nationwide Permit authorization the Nationwide Permit general conditions and the regional conditions which apply specifically to this verification for NWP 3 Enclosed is a list of the six General Conditions which apply to all Department of the Army authorizations You must comply with all of the special and general conditions and any project specific condition of this authorization or you may be subject to enforcement action In the event you have not completed construction of your project within the specified time limit a separate application or re-verification may be required

The following special conditions are included with this verification

1 Reporting Address All reports documentation and correspondence required by the conditions of this permit shall be submitted to US Army Corps of Engineers Regulatory Division Enforcement Section 1520 Royal Palm Square Boulevard Suite 310 Fort Myers FL 33919 The Permittee shall reference this permit number SAJ-1996-02789 on all submittals

2

SAJ-1996-02789 Clam Pass Maintenance Dredge

2 Commencement Notification Within 10 days from the date of initiating the authorized work the Permittee shall provide to the Corps a written notification of the date of commencement of work authorized by this permit

3 Cultural ResourcesHistoric Properties

a No structure or work shall adversely affect impact or disturb properties listed in the National Register of Historic Places (NRHP) or those eligible for inclusion in the NRHP

b If during the ground disturbing activities and construction work within the permit area there are archaeologicalcultural materials encountered which were not the subject of a previous cultural resources assessment survey (and which shall include but not be limited to pottery modified shell flora fauna human remains ceramics stone tools or metal implements dugout canoes evidence of structures or any other physical remains that could be associated with Native American cultures or early colonial or American settlement) the Permittee shall immediately stop all work in the vicinity and notify the Corps The Corps shall then notify the Florida State Historic Preservation Officer (SHPO) and the appropriate Tribal Historic Preservation Officer(s) (THPO(s)) to assess the significance of the discovery and devise appropriate actions

c A cultural resources assessment may be required of the permit area if deemed necessary by the SHPO THPO(s) or Corps in accordance with 36 CFR 800 or 33 CFR 325 Appendix C (5) Based on the circumstances of the discovery equity to all parties and considerations of the public interest the Corps may modify suspend or revoke the permit in accordance with 33 CFR Part 3257 Such activity shall not resume on non-federal lands without written authorization from the SHPO and the Corps

d In the unlikely event that unmarked human remains are identified on non-federal lands they will be treated in accordance with Section 87205 Florida Statutes All work in the vicinity shall immediately cease and the Permittee shall immediately notify the medical examiner Corps and State Archeologist The Corps shall then notify the appropriate SHPO and THPO(s) Based on the circumstances of the discovery equity to all parties and considerations of the public interest the Corps may modify suspend or revoke the permit in accordance with 33 CFR Part 3257 Such activity shall not resume without written authorization from the State Archeologist SHPO and the Corps

3

SAJ-1996-02789 Clam Pass Maintenance Dredge

e In the unlikely event that human remains are encountered on federal or tribal lands or in situations where Archaeological Resources Protection Act of 1979 or Native American Graves Protection Repatriation Act of 1990 applies all work in the vicinity shall immediately cease and the Permittee immediately notify the Corps The Corps shall then notify the appropriate THPO(s) and SHPO Based on the circumstances of the discovery equity to all parties and considerations of the public interest the Corps may modify suspend or revoke the permit in accordance with 33 CFR Part 3257 After such notification project activities on federal lands shall not resume without written authorization from the Corps andor appropriate THPO(s) SHPO and federal manager After such notification project activities on tribal lands shall not resume without written authorization from the appropriate THPO(s) and the Corps

4 Erosion Control Prior to the initiation of any work authorized by this permit the Permittee shall install erosion control measures along the perimeter of all work areas to prevent the displacement of fill material outside the work area Immediately after completion of the final grading of the land surface all slopes land surfaces and filled areas shall be stabilized using sod degradable mats barriers or a combination of similar stabilizing materials to prevent erosion The erosion control measures shall remain in place and be maintained until all authorized work has been completed and the site has been stabilized

5 Fill Material The Permittee shall use only clean fill material for this project The fill material shall be free from items such as trash debris automotive parts asphalt construction materials concrete block with exposed reinforcement bars and soils contaminated with any toxic substance in toxic amounts in accordance with Section 307 of the Clean Water Act

6 Self-Certification Within 60 days of completion of the authorized work or at the expiration of the construction window of this permit whichever occurs first the Permittee shall complete the attached Self-Certification Statement of Compliance form and submit to the Corps at Regulatory Division Enforcement Section 1520 Royal Palm Square Boulevard Fort Myers FL 33919 In the event that the completed work deviates in any manner from the authorized work the Permittee shall describe on the Self-Certification Form the deviations between the work authorized by the permit and the work as constructed Please note that the description of

4

SAJ-1996-02789 Clam Pass Maintenance Dredge

any deviations on the Self-Certification Form does not constitute approval of any deviations by the Corps

7 Regulatory Agency Changes Should any other regulatory agency require changes to the work authorized or obligated by this permit the Permittee is advised that a modification to this permit instrument is required prior to initiation of those changes It is the Permittees responsibility to request a permit modification from the Fort Myers Regulatory Office

8 Manatee Protection Measures The Permittee shall comply with the Standard Manatee Conditions for In-Water Work FWC 2011 (Attachment C)

9 Biological Opinion (BO) This Corps permit does not authorize the Permittee to take an endangered species in particular the piping plover (Charadrius melodus) In order to legally take a listed species the Permittee must have separate authorization under the Endangered Species Act (ESA) (eg an ESA Section 10 permit or aBO under ESA Section 7 with incidental take provisions with which the Permittee must comply) The enclosed US Fish and Wildlife Service (FWS) Biological Opinion (BO) (Attachment D) contains mandatory terms and conditions to implement the reasonable and prudent measures that are associated with incidental take that is also specified in the BO Authorization under this Corps permit is conditional upon compliance with all of the mandatory terms and conditions associated with incidental take of the attached BO which terms and conditions are incorporated by reference in this permit Failure to comply with the terms and conditions associated with incidental take of the BO where a take of the listed species occurs would constitute an unauthorized take and it would also constitute non-compliance with this Corps permit The FWS is the appropriate authority to determine compliance with the terms and conditions of its BO and with the ESA

10 Statewide Programmatic Biological Opinion (SPBO) The Permittee shall comply with the endangeredthreatened nesting sea turtles (Chelonia mydas Eretmochelys imbricata Lepidochelys kempii Dermochelys coriacea Caretta caretta) and endangered West Indian manatee (Trichechus manatus) Reasonable and Prudent Measures and Terms and Conditions in Section A of the US Fish and Wildlife Services SPBO dated August 22 2011 (Attachmend E)

5

SAJ-1996-02789 Clam Pass Maintenance Dredge

11 Dredging The Permittee shall dredge the area from station 1 +00 through station 0+00 as the final portion of the operation and shall also conduct these dredging operations at low tide

12 Dredge Placement As this project is to restore the tidal exchange into Clam Bay and not for beach renourishment the Permittee shall place all dredge material above the mean high water line

This letter does not give absolute Federal authority to perform the work as specified on your application The proposed work may be subject to local building restrictions mandated by the National Flood Insurance Program You should contact your local office that issues building permits to determine if your site is located in a flood-prone area and if you must comply with the local building requirements mandated by the National Flood Insurance Program

If you are unable to access the internet or require a hardcopy of any of the conditions limitations or expiration date for the above referenced NWP please contact William DeFrance by telephone at 239-334-1975 extension 23

Thank you for your cooperation with our permit program The Corps Jacksonville District Regulatory Division is committed to improving service to our customers We strive to perform our duty in a friendly and timely manner while working to preserve our environment We invite you to take a few minutes to visit the following link and complete our automated Customer Service Survey httpregulatoryusacesurveycom Your input is appreciated- favorable or otherwise

Sincerely

William DeFrance Project Manager

Enclosures

Copy Furnished

Turrell Hall ampAssociates Inc

6

GENERAL CONDITIONS 33 CFR PART 320-330

PUBLISHED FEDERAL REGISTER DATED 13 NOVEMBER 1986

1 The time limit for completing the work authorized ends on date identified in the letter If you find that you need more time to complete the authorized activity submit your request for a time extension to this office for consideration at least one month before the above date is reached

2 You must maintain the activity authorized by this permit in good condition and in conformance with the terms and condition~ of this permit You are not relieved of this requirement if you abandon the permitted activity although you may make a good faith transfer to a third party in compliance with General Condition 4 below Should you wish to cease to maintain the authorized activity or should you desire to abandon it without a good faith transfer you must obtain a modification of this permit from this office which may require restoration of the area

3 If you discover any previously unknown historic or archeological remains while accomplishing the activity authorized by this permit you must immediately notify this office of what you have found We will initiate the Federal and state coordination required to determine if the remains warrant a recovery effort of if the site is eligible for listing in the National Register of Historic Places

4 If you sell the property associated with this permit you must obtain the signature of the new owner in the space provided and forward a copy of the permit to this office to validate the transfer of this authorization

5 If a conditioned water quality certification has been issued for your project you must comply with the conditions specified in the certification as special conditions to this permit For your convenience a copy of the certification is attached if it contains such conditions

6 You must allow a representative from this office to inspect the authorized activity at any time deemed necessary to ensure that it is being or has been accomplished in accordance with the terms and conditions of your permit

SAJ-1996-02789 Clam Pass Maintenance Dredge

Attachments to Department of the Army Nationwide Verification-3 Number SAJ-1996-02789

ATTACHMENT A- PERMIT DRAWINGS 13 pages dated 022513

ATTACHMENT B- ORIGINAL PERMITMODIFCATION DRAWINGS 27 pages

ATTACHMENT C- STANDARD MANATEE CONDITIONS FOR IN-WATER WORK 2011 2 pages

ATTACHMENT D- BIOLOGICAL OPIONON 68 pages

ATTACHMENT E- STATEWIDE PROGRAMMATIC BIOLOGICAL OPINION (excerpt) 22 pages

ATTACHMENT F- SELF-CERTIFICATION STATEMENT OF COMPLIANCE 1 page

ATTACHMENT G- PERMIT TRANSFER REQUEST 1 page

2

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT A

Permit Drawings

3

CONSTRUCTION PLANS CLAM PASS MAINTENANCE DREDGING

COLLIER COUNTY FLORIDA

LOCATION MAP

t SHEET INDEX

1 COVER SHEET AND LOCATION MAP 2 SITE PLAN WITH CONSTRUCTION ACCESS 3 SITE PLAN - DREDGE amp FILL 4 SITE PLAN - DREDGE amp FILL 5 TYPICAL INLET CROSS SECTION - DREDGE 6 CROSS SECTIONS - DREDGE 7 CROSS SECTIONS - DREDGE B CROSS SECTIONS - DREDGE 9 CROSS SECTIONS - DREDGE 1D CROSS SECTIONS - DREDGE 11 CROSS SECTIONS - DREDGE 12 CROSS SECTIONS - BEACH FILL 13 STATION CONTROL - DREDGE amp FILL VOLUME

j_ MHW 033 NAVD 1988

I J_18 168 I --- NGVD 1929

228 MLWI j middot--- __ MLLW

RELATIONSHIP BETWEEN NAVD 1988 NGVD 1929 MEAN HIGH WATER MEAN LOW

WATER AND THE MEAN LOWER LOW WATE TIDAL DATUM (1983-2DD1 EPOCH)

LABINS TIDE STATION NAPLES-GULF OF NOTES MEXICO NUMBER 872-5110

1 AERIAL PHOTOGRAPHS WERE TAKEN IN JANUARY 2D12 AND PROVIDED COURTESY OF COLLIER COUNTY PROPERTY APPRAISERS OFFICE 2 COORDINATES SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN DATUM OF 1983 EAST ZONE (NAD83) 3 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 4 NOTE THESE PERMIT DRAWINGS SHALL NOT BE CONSIDERED VALID FOR CONSTRUCTION PURPOSES UNLESS SIGNED AND SEALED BY EITHER

BRETT D MOORE P E 37326 KENNETH K HUMISTON PE 23326 MOHAMED DABEES P E lf58003 MARC DAMON PE 70615

5679 STRAND COURT NAPLES FL 3411 0 FAX (239) 594-2025 PHONE (239) 594-2021 wwwhurnlltgttnnnnrnnr-ltgt

Army Corps of Engineers File SAJ-1996-02789 Date 22513

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Army Corps of Engineers File SAJ-1996-02789 Date 22513 Pltgtn-ltgt ) rvf 1 1

Army Corps of Engineers File SAJ-1996-02789 Date 22513

B c D E F G H I J K L M N 0 p Q

R s T u v w X y z

AA BB cc DO

3882294 3882590 3883503 3884494 3884983 3885366 3884585 3884874 3888558 3887526 3887855 3888540 3888076 3887188 3886940 3885844 3888007 3886177 3886144 3885913 3885732 3885594 3885204 3884835 3884445 3884054 3883584 3883149 3882289

6864033 6864179 6864586 6864831 6864893 6865236 6867151 6868233 6869815 6869157 6868769 6867433 6867167 6867812 6868267 6867539 6867341 6866860 6866351 6865816 6865287 6864780 6864389 6864042 6863687 6863332 6863151 6862907 6863582

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 D~n-a A + 1 l

TYPICAL DREDGE CUT FOR INLET STATIONS (0+00 TO 3+645) (STATION 1+00 SHOWN FOR REFERENCE ONLY)

--------~--~-7------=--= EXISTING( - o=sLOPE BEACH PROFILE (VARIES)

120--------------MHW +033 NAVD (161 NGVD)

---------------MLW -168 NAVD (-04 NGVD)

~1---------------BEACH COMPATIBLE SAND TO BE PLACED WITHIN THE FILL TEMPLATE LIMITS ON THE NORTH OR SOUTH SIDE OF THE PASS

-================= -58 (-45 NGVDl DESIGN CUT--J-------1-------l~- -63 NAVDNAVD ( -50 NGVD 05 OVER DEPTH ALLOWANCE 1-------45----shy

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013

5679 STRAND COURT NAPLES FL 341 10 FAX (239) 594-2025

~~tJ~~~2-~~~--~C~ 1 __ _

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 n --- c -C 11

STA -3+00

I NO DREDGING AT THIS STATION

TEIIPLATE SHOWN FOR REFtRENCE ONLY

-1QshyNORTH SOUTH

1 1 1-

1loo -dso -3oo -iso -ioo -1 so -1

1oo -~o 6 so

STA -1+50

-1QshyNORTH

_Joo -iso -~oo -iso -ioo

= NO DREDGING AT THIS STATION

TEUPLATE SHOWN FOR REFERENCE ONLY

-11so -11oo -bo 6

SOUTH

so 1

DISTANCE FROM BASEUNE (FEET) DISTANCE FROid BASEUNE (FEET)

~ 4

2 HW (+033)

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-iso -ioo

I I I

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NO DREDGING AT THIS STATION Tpound1-PLATE SHOWN FOR REFERENCE ONLY

-lso -oo -So 6

I

SOUTH

so 1

STA -2+50

- shy-8

-1Q-i NO~TH - 1 ~400 -~50 -300 -zso -zoo

= NO DREDGING AT THIS STATION

TEMPLATE SHOWN FOR REFERENCE ONLY

-fso -roo -so 0

I

SOUTH

so

w4

i Zmiddot

STA -1+00

- 114-W (+Oll)

-____or--shy ~ NO DREDGING AT THIS STATION

TEJPlATE SHOWN FOR REFtRENCE ONLY

-1DshyNORTH SOUTH

-12~~r----r----r--r----------------------~---~ -~oo -3so -3oo -zso -zoo -1so -100 -so o 50

DISTANCE FROM BASELINE (FEET)

8

6

4

2 MHW (+033)

MLW (-168)

NORTH

middot-shy --shy L

NOTES

STA -3+50

_U NO DREDGING AT THIS STATION

TEMPLATE SHOWN FOR REFERENCE ONLY

SOUTH

--shy --shy middot-shy --shy ~ T --DISTANCf fR014 BASELINE (FEET)

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL 2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC

DISTANCE FROM BASELINE (FEET) DISTANCE FROM BASEUNE (FEET)

STA -2+00 STA -0+50

~ 4 2 2middot

UHW (+033) - J 14HW (+Ol3)

MLW (-158) 1rH o ~ ~

NO DREDGING AT THIS STATION TtMPLATE SHOWN FOR REFtRENCE ONLY

NO DREDGING AT THIS STATION TEMPLATE SHOWN FOR REFERENCE ONIY -middot

-1DshyNORTH SOUTH NORTH SOUTH

1 -12_-------r--r-------~-----------------~~1 1 1-~so -~oo -iso -ioo -1 so -1 oo -~o 6 5o -4oo -gt5o -3oo -250 -zoo -150 -100 -so o so DISTANCE FROM BASEUNE (FEET) DISTANCE FROid BASEUNE (FEET)

DATUM OF 1988 (NAVD88)

FROM JANUARY 3 TO 11 2013

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STA 0+00 STA 0+75

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OESIGIIGUT(-5BWvtl)_ DtsGNCUT(-SftWYD)_ OVOotPTH(-6lWvtl)- 0VtRDEPTH(-6JWVll) shy-bull-1~-middot

hs] 111 CYFT DESIGN CUT -middot-middotmiddot [I] t1 CYFT OVER DEPTH CUT-1 -1

SOUTHNORTH SOUT~ -124-~---~~---r--------------------------- -12 1 1 I I I

-400 -350 -soo -250 -zoo -1 so -100 50 -400 -350 -too -iso -ioo -150 -100 -so so DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 0+25

s 4middot 0

3 2middot~j gt

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tllW - ltltgt~ I

(-168)

DSIOIICUT(-SBtuvtl)_ OvtROtPTH(-SlWvtl) shy

hsJ 149 CYFT DESIGN CUT

CD 11 CYFT OVER DEPTH CUT -1 NORTH SO~TH I

I-smiddotso -300 -tso -too -fso -100 --o 0 50

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 1+25STA 0+50

~ bullmiddot ~ j~ ------ ~ -2middot z ~-4middot

bSj 146 CYFT DESIGN CUT ~-middot -middotmiddot CO 11 CfFT OVER DEPTH CUT-10

SOUTHNORTH SOUTH -121-~--~---------------------~-~-------~~ _0-400 -350 -300 -250 -200 -150 -100 -50 0 so 50

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

STA 1+00Dl 4

OESION CUT (-SB WVD) ___ DVERD[PTH(-SJNlvtl)-

-350 -300 -zso -zoo -150 -foo

SOUTH

50

~HW(+o-gt1

z ~-4 gtij-6

-middot -10

-124-~------r-----~-----~--r--~~--~-------~~ -400 -350 -300 -2so -200 -1so -100 -so o so

DISTANCE FROM BASEUNE (FEET)

STA 1+75

0 4

~ 2

-- oj~~HW ------~--==-~~~~~$~gtlt--11(+o~J8 MLW (-168) ~ -~- _ ~ bull_r

~-2 z ~-4

DtsiGNClJT(-5BNAVD)_sect-s OVERDiiTN(-5JIUVD)-

rs) 202 CYFT DESlCN CUT-middot [[]) 12 CYFT OVER DEPTH CUT-10

SOUTI-I -12 I NO~TH I l I l [ I I I

-4DO -~so -30D -zso -zoo -1so -100 -so b so

DISTANCE FROM BASEUNE (FEET)

STA 2+00

0 4

~jbullHW(+033) ~~ ~ I8 MlW (-168) ~-2

~-4 DtSIGIICliT(-58NlVD)_

~-6 ovt~ otrm (-~5middot wvo) shy

SOUTH

-too -fso -foo -so 50

DSTANCE FROM BASEUNE (FEET)

-middot -1

-3oo -tso

5679 STRAND COURT NAPLES FL 3411 D FAX (239) 594-2025 PHONE (239) 594-2021 wwwhumlstonandmoorecom

STA 1+50

D[SIGNCUT(-58Wvtl)_ DVEROtPTH(-6JHIIVll) shy

bSJ 228 CYFT DESIO~ CUT

ITJ] ll CYFT OVER DEPTH CUT

middotNORTH SOUTH

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 o- 7 f 1 ~

-350 -3oo -tso -too -1so -foo

3a-l TY~TUololJ

-1

~ 274

OJ 27 CYFT OVER

NORTH

-fSO

STA 5+00STA 2+25 STA 4+10

~ 4 ~4

000(-1

DESGtIGUT(-58WAV0)_1 DVEROEPTII(-5ltllvtl)-

~4 Iltt 2middot lt~2middotlt~3 ~IIHW +0bull 33) w (+middot) = I I ~38

2ojw (-168) v=8SSSYg__jbullLw (-168) I ~-2 z

~-2 ~-4 OESIGNCUT-SINAVD)_ bgt) gtI)-)) G~E~~~=~~~~-3 ~-6 OVGDEPIH(-SJIUVD)shy

D 121 CYFT DESH3N CUT-41 [SJ 171 CfrT DESIGN CUT CYFT OESICN CUT-middotmiddot ITJ] 11 ((FT OVER DEPTH CUT DEPTH CUT-sl rn 11 CfFT OVER DEPTH CUT -10 tIORTH SOUTH NORTH SOUTH SOUTH

1 1 -12~~--~------~---~---~~--~---------------~-~Joo -$so -~oo -dso -doo -t so -1 oo -1( 6 sh -400 -350 -300 -250 -200 -150 -100 -50 -foo -so so 100 150 200 DISTANCE FROU BASEUNE (FEET) DISTANCE FRO~ SASEUNE (FEET) DISTAHCE FROliC BASELIHE (fEET)

STA 2+50

0~ 4 gt2 2middot 2

-l ti ~ sect_4

4

2 JIHW +033)

STA 3+30

0-2Jw (-16

8) ~-ltgt~ I

D 17 CYFT DESIGN CUT

ITJJ t I CYFT OVER DEPTH CUT

NORTH SOUTH 1 1 1 1-ioo b 1

~ d-6 -8

-10 SOUTH

50 -tJoo -~so -3oo -dso -tso -1 oo -ho so -roo -50 5middoto 100 150 200 DISTANCE FRO~ BASEUNE (FEET) DISTAHCE FROM BASELIHE (FEET)

STA 3+645 STA 5+10

0 4~4 2middot

3 2 JMHW +033)-_J~ ti 0

8~ -2jw (-168) B0 jw (-16 )~-2

~-4 ~-4middot 100--000-0

f ) 1 I 1 ) IYi ~E~~ ~ ~~~~-6 ~-6 -8 [Sj 108 CYFT DESIGN CUT -8 (sJ 248 CYrT OESlGN CUT

ITJ] 11 CYFT OYER DEPTH CUT rn 27 cvrr ovER DEPTH cuT-10 -1 NORTH SOUTH NORTH SOUTH

1 1

--p~ I

1 1 15middoto -tJoo -~so -ioo -dso -ioo -1 so -1 oo -~o b sh -1doo -1 so -1 oo -~o 6 sh 16o H~o 20

DISTANCE FROM BASELINE (FEET) DISTANCE FROid BASEUNE (fEET) DISTANCE FROliC BASELINE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 PRECDNSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

5679 STRAND COURT NAPLES FL 34110 FAX (239) 594-2025 ~_H_(NtJf_~~Ll~-~~1__ _

_ o-=IIIHW l-t0bull5Y) oogt~ lt(y

~G~~ ~==~ ~~~ ~

~ 4

~ 2middot

[SJ 145 CYFI DESIGN CUT

[I] 11 CfFT OV[R DEPTH CUT

NORTH

-350 -300 -250 -200 -150

DISTANCE FROtt BASEUNE (FEET)

STA 2+75

-foo -~o

_ o-=IMHW t+0bull55) ~ (

o~~~ ~~ ~~ -1

-250 -200 -fso -100 -middotbullO

SOUTH

-1

~ 275 CYFT DESIGN CUT

[I] 26- CYFT OVER DEPTH CUT

NORTH

-fso

STA 4+60

SOUTH

Army Corps of Engineers File SAJ-1996-02789 Date 22513 PltoP R of 1 i

STA 5+60

~4 2middot3 JMHW (+033)

IALW -168

) gt gt ) gtJ==~~~a~ ~=~ ~~

[Sj 185 CYfrT DESIGN CUT

21 CYFT OVER DEPTH CUT

NORTH SOUTH

-fso -foo -50 o smiddoto

[I]

200 DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 6+10 STA 7+50

-obull ~ 4middot

~ 2middot t

2 J11HW (+033)I

~ O MLW (-168) --2 z

~ btsiGNCUT(-UNIVll)

K ( 6 ( 1 0r J ==~o~E~~ ~ ~~ titCt--==OVEDEPTH(-IlIIVll)= [Sj 17 rtFT DESIGN CUTCYFT DESIGN CUT -8

m 07 CYFT OYER DEPTH CUT

- nJMnn TVogtgt)

~LW (-168)

[Sj 109

oJ 17

NORTH

-rso 260 -tdoo -lso -ioo -bo 6 5b tdo 1Jo 260

rrjFT OVER DEPTH CUT -10

WEST EASTSOUTH

-foo -so 5o 100 1$0 200 -1Joo -115o -loa -~o 6 sb 16o 1o

STA 8+50STA 7+10

~ 4middot0 4

i MHW (+033)

Ef oj~ALw (-168) --2 ~0 gtonn bullbull

[SJ 105 CYFT

~~~~--------------~==~-=====~~===========]z ~-4 _J Hmiddot)_____ I_ DESIGNOE~~ (-51 NIVD) yf 5 (I) ((I f (I 9rf ==~c~~~ ~ ~

-~~-6 -8-J bS) 16 ClFT DESIGN CUT DESIGN CUT

CD tD ClFT OVER DEPTH CUT ITJ 22 CYFT OVER DEPTH CUT-10 -10

WEST EAST WEST EAST 1_Joo -11 -11 -~o b sb 1Jo 1~0 2o -t_Joo so 1oo -~o 6 5h 1Jo tdo 2amposo oo -1 -1

DISTANCE FROM BASEUNE (rEET)

STA 9+00

0 4

MHW +D33) 0

ti jMtw lt us) ~x_ lt_z z ~-4middot -lt Ilt ( ( ((Ilt (t) I ~~ ~~ =~~~

~-middot -8-J bSJ 127 CfFT DESIGN CUT

rn 25 CYFT OYER DEPTH CUT-10 WEST EAST

I)

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 8+00 STA 9+50STA S+SO

0 4middot~4 ~4 ~ 2middot MHW (+055) MHW (+D33bull) ~MHW (+033)

E0 loLW (-168)li jMLW ( 168) I I

shy

I emiddotojMLW ( 168) 7 ~ I I --2 --2 -z

z-~--~ DESIGNCUT(-bullsNIVb)~-4 ~-4middot~-4 _DESIONCUT(-5 5HAVD) ~==WEI1DEItH(-53NIVIl)-DVERDEPTH(-551UVIl)~-middot ~-middot ~-middot

-B-J rs) 52 cfFT DESIGN CUT [Sj 108 CfFT DESIGN CUT-8-l [Sj 31 CIFT DESIGN CUT -8 [I] 14 CYFT OYER DEPTH CUT ITJ 26 Cln OVER DEPTH CUTrn 11 CIFT OVER DEPTH CUT -10-10 -10 WEST EASTNORTH SOUTH WEST EAST

_~2tOO~r-~-r-~-~-r~~~--~~---------=~~ -12 j I I I Q l Q I 6 -1z-r--r----r----r----r----r--r--~--------_ -150 -roo -so 200 -200 -15o -too -so so 1 o 1so 2 a -200 -ISO -100 --o 50 200

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

5679 STRAND COURT NAPLES FL 34110 FAX (239) 594-2025 PHONE (239) 594-2021 wwwhum1stonandmoorecom

Army Corps ofEngineers File SAJ-1996-02789 Date 22513

8 STA 10+00

6

lt I2 4

MHW (+0bull 53)

li E l MLW (-16S) ~ 1amp-2middot z z

Q-4middot0 ~ I NO OREOGINO AT THIS STATION ~-~=

TEIIPLATE SHOWN fOR REfERENCE ONLY

4

-10

-12middot

6

4

2 MHW (+03J)

STA 10+19

UIW (-168)

NORTH

~ ~J NO DREDGING AT THIS STATION

TEUPLAT SHOWN FOR REFERENCE ONLY

SOUTH

-no -150 -100 -so b 50 ulo do 2

8

6

B

lt ~ 23 1

4

g g z 0 6

i- ~-

~- ~-

_-I o-_ 1gtshy

-I

1gt- WEST EAST __ ~ J--- middotshymiddot-- middot- middotshy

DISTANCE FROM BASEUNE (FEET)

DISTANCE FROM BASEUNE (FEET)

STA 10+50

s

)

~ 6 i shy

shyNO DREDGING AT THIS STATION shy

TEMPLATE SHOWN FOR REFERENCE ONLY

-I )

NORTH SOUTH _

200 shy-rso -foe DISTANCE FROM BASEUNE (FEET)

NOTES

STA 11+00

I

MHW (-+033)

MLW (-168)

NORTH

~ A NO DREDGING AT THIS STATION

TtMPLATE HDWN fOR REFERENCE ONLY

SOUTH

DISTANCt FROM BASEUNE (FEET)

STA 11+50

MHW +033)

MLW (-168)

~ J NO DREDGING AT THIS STATION

Tpound14PLATE SHOWN fOR REFERENCE ONLY

NORTH SOUTH

DISTANCE fRO~ BASEUNE (FEET)

STA 12+00

ltHW (-+033)

IILW ( 168)

~ NO DREDGING AT THIS STATION

TEI4PLATE SHOWN FOR REFERENCE ONLY

NORTH SOUTH

00 -1SD -100 -so 6 50 100 ISO 2

DISTANCE FROM BASEUNE (FEET)

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

1 lt-4 gt2

loHW (+053)

9 0

-2 z ~-4

STA 13+00

~ ~-middot

-6

NO DREDGING AT THIS STATION SHOWN FOR

REFERENCE ONLY

-10 NORTH

-12 -200 -150 -100 -50 50

DISTANCE FROid BASEUNE (FEET)

100

SOUTH

I 0 200

1 lt-4

2middot lo1HW (+053)

STA 1l+50

-z ~-4g-6

-8

-10 NORTH

-12 -200 -150 -100

~ NO DREDGING AT THIS STATION SHOW~gt~ FOR

REFERENCE ONLY

-50

SOUTH

200

DISTANCE FROid BASEUNE (FEET)

B STA 14+00

6

I 4

2 MHW (+OJ3)

go- MLW (-168) I z sshy~-

~ NO DREDGING AT THIS STATION SHOWN FOR

REFERENCE ONLY

NORTH SOUTH

-- middotshyDISTANCE fROid BASEUNE (FEET)

5679 STRAND COURT NAPLES Fl 3411 0 FAX (239) 594-2025 PHONE (239) 594-2021 www_huiTlhdonondmonre_com

Army Corps of Engineers File SAJ-1996-02789 Date 22513 n_ -- 1 A - 1 -

STA 16+00 STA 17+50STA 14+50 sshy 1 c 4middot~ 4middot 5

4 ~ 2middot gt

2 IAHW (+033)- IIHW (+033)

0 -3 2middot ltmiddot

EAST

-fSO

bull1bull0~--------~~~==~~======= ~ MLW (-168) t-2middot

~ -z MLW (-168)

~-4NO DREDGING AT THIS STATION SHOWN FOR

REFERENCE ONLY NO DREDGING AT THIS STATION NO DREDGING AT THIS STATION~-6i~= TEIAPLATE SHOWW FOR REFERENCE ONLY TEIAPLATE SHOWN FOR REFERENCE ONLY

-8middot-8middot

-10-1DshyWEST

1 1WESTNORTH SOUTH ~ EAST

-12 I I I I I -

1dao -t so -1 oo _o 6 sh t6o do 2o -fOO -raquo0 0 Sb 100 150 200 -200 -150 -100 -~0 0 5o tampo 150 200

DiSTANCE FR04 BASELINE (FEET) DISTANCE FROM BASEliNE (FEET) DIS)ANCE FROM BASEUNE (FEET)

8

6 STA 16+50

bull 2

o1HW (+033)

loLW (-168) --

middotshy I 6middot

NO DREDGING AT THIS STATION

8shy TDIPtATE SHOWN FOR REFERENCE ONLY

o- EAST WEST

L

STA 15+00 STA 18+00

1

I 0 4middot gt2

IIHW (+033)

8 0 ldlW (-1688 ~-2I ~-

~-4~ NO DREDGING AT THIS ~= STATION SHOWN FORlt REFERENCE ONLf~-6NO DREDGING AT THIS STATION

TEIIPLATE SHOWN FOR REFERENCE ONLY -8

-1 -10 EAST WEST

-1DshyWEST

-12 1 I I I ~ EAST

_Joo -11so -11oo -~o 6 sb H~D do 2bo -1 -200 -150 -loa -~0 0 100 1~0 200

DISTANCE FROJA BASEUNE (FEET) DISTANCE FR0-4 BASEliNE (FEET) DISTANCE FROU BASELINE middot~ (FEET)

8 STA 15+50

8 STA 17+00

66

~ 4middot

STA 18+28

IAHW (+033)

MIW ( ts8) ---

EAST

NO ORE~ STATION SHOWN FOR

REFERENCE ONLY

WEST

~00 -150 -100 -so 0 50 100 1so 21

bull I bull 2 2I bull ldHW (+033)lo4HW +033)

ti 0ti MLW (-168) I _fEu-loLW (-168) ~ ~-2middot~-2

~ J~5 bull 55 ~=-middot ~

~-

~=6 a-sNO DREDGING AT THIS STATIONNO DREDGING AT THIS STATION~-TEMPLATE SHOWN FOR REFERENCE ONLfTEiolPlATpound SHOWN FOR REFERENCE ONLY 8 -8middot

-1 -10-1 o- EAST WEST -12

EAST WEST -12-1

middot200 -150 -tOO 50 100 1 0 21 -200 -150 -100 -so 0 50 100 150 2 I

DISTANCE FROM BASEUNE (FEET) DISTANCE FR0-4 BASEliNE (FEET) DISTANCE FROM BtSEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVDBB) 2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

5679 STRAND COURT NAPLES Fl 34110 FAX (239) 594-2025 PHONE 239) 594-2021 wwwhumistonandmoorecom

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 PltgtltHgt 11 rvt 11

o

R-38 R-39

NO FILL AT THIS STATION SHOWN NO FILL AT THIS STATION FOR REFERENCE ONLY SHOWN FOR REFERENCE ONLY

1-1 oL----------------------- 0 200

DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

R-41 R-42

NO FILL AT THIS STATION THIS STATION SHOWN FOR REFERENCE REFERENCE ONLYONLY SHOWN FOR

NO FILL AT

DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

NOTES

1 RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 2 COORDINATES SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN DATUM OF 1983 EAST ZONE (NAD83) 3 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)

R-40+725R-40

10

NAVD0

~ 5 z

t lw 033 NAVDI0 (MHWL)-168 NAVD

(MLW) I~ Isect

-5 1gt0 1771 FILL TEMPLATE 18 lLLJ 62 CYFT gt

-10~--------------L-------------------

I~ f-

1~ 68 NAVDI g

(MLW) I~

I~ I~ w lLLJ 73 CYFT

II NAVD

1771 FILL TEMPLATE

0 zoo 0 200 DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

NO FILL AT THIS MONUMENT SHOWN FOR VOLUMETRIC CALCULATION ONLY

R-43 R-44

10

_ 66 NAVDlb 66 NAVD ------4-7 NAVD

I-z 033 NAVD (MHW)-lt-----033 NAVD (MHW) li -168 NAVD (MLW) -168 NAVD (MLW)15

li-5

I~ 1771 FILL TEMPLATEI~ lLLJ 41 CYFT

0 1-101~---------L_---------~------------

200 0 200 SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

4 NORTH AND SOUTH LIMITS OF BEACH FILL TEMPLATE WITHIN MAXIMUM LIMITS SHOWN ON PERMIT PLANS BY PBSampJ DATED 7312012

5 ALL FILL TO BE PLACED UPLAND OF THE GULF OF MEXICO MHWL AND WITHIN THE LIMITS OF THE BEACH FILL TEMPLATES ON 5679 STRAND COURTPERMIT PLANS BY PBSampJ DATED 731 2012 NAPLES FL 3411 0

6 AREA LANDWARD OF DUNE FILL TO BE GRADED BASED ON SITE CONDITIONS AT THE TIME OF CONSTRUCTION FAX (239) 594-2025 PHONE (239) 594-2021 wwwhumlstonandrnoorecom

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 Pltgto- 1 J --f 1 ~

~

- 6Sm11S ~ 14ltgt5_ -6 ~ 14ltgt5 11 33361SZ 1laquo5- 61lt1gt073 ~ -- 3a3-n35 14ltU$ SS70tiLgtS 14gtgtS ~ 8EitG4S =ltl6S 1laquo5 NOOOEiGlNGATiHESiE~noNS 10054 ~1 1CS 6Se355 3secto7113 -__ a=1 -middot

~7 ~~ 7ltru) - mlS ~ - =

Q611SS =

t iiNIPLAf~ iNFCiRMAfloR ~fiOBLISHEti fiY DEP) MONUMENT ESTIMATED AVAiLABLE AVAILABLE

MONUMENT NORTHING EASTlNG AZIMUTH ELEVATION EFFECTIVE FILL FILL ID NAvebull DISTANCE VOLUME VOLUME

FEET) (FEET) DEGREES) FEET (FEET) (CVIFTI CVJ R-38 6898181 3fSI7837 2700 373 R-39 13887995 3B78747 2700 484 R-40 6877938 3879638 2700 297 500 82 3100 R40+725 13870688 3879638 2700 180 73 1314 R-41 BS67856 3880516 2700 324

middotroTAL AVAILABLEVOWME-NORTH FILL TEMPLATE 4414 0gt50 6882954 3879149 1795 100 92 920 1gt50 6862963 3880149 1795 100 206 2000 2gt50 6862972 31l81149 1795 100 139 1390

TOTAL AVAILABLE VOLUME -INLET FILL TEMPLATE 4370 R-42 6B57310 3192004 2650 423 R-43 6846923 3882485 2700 484 1300 36 4680 R-44 6837015 3883591 2700 674 550 41 2255

roTAL AVAILABLE VOWME -SOUTH FILL TEMPLATE 6935 TOTAL AVAILABLE VOLUME -ALL FILL TEMPLATESlt 15719

INLET FILL TEMPATE SECTIONS

STA D+SD

J-----255------- shy10 NAVD

92 CYFT FlU VOLUME

145 CYFT DESIGN CUT

11 CYFT OVER OEPTH CUT

SOUTH

-sao -400 -350 -300 -250 -200 -fso -foo -so 50 DISTANCE FROio BASEUNE (FEET)

t2j ~ ----J w lt-bullmiddotI sect_ ~ d-6

-middotmiddot -10

[ZJ 206 CYFT FILl YOLUI4E DESICWttrr[-5BNAVD)_I OVDDtPlH(-6StiAVO)shy

[Sj 228 CYFT DESIGN CUT

[[]] 12 CYFT OYER DEPTH CLJT

NORTI-I SOUTH

-lJoo -iso -ioo -iso -doo -11so -11oo -~o amp sh J

DISTANCE FROM BASELINE (FEET)

[ZJ 139 CfrT FILL VOLUUE

bSJ 14-5 CfFT OESIGN CUT

[I] 11 CYFT OVER DEPTH

NORTH

-150 -100

STA 2+50

t~SICIICUT(-551UVO)_

DVVI0[Pffi(-65MAVD)-

CUT

SOUTH

-250 -200 -fSO -faa 50 DISTANCE FROM BASEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)

2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM

JANUARY 3 TO 11 2013 4 FILL TEMPLATE LOCATION BASED ON PERMIT PLANS BY PBSampJ DATED 7312012

5679 STRAND COURT NAPLES FL 34110 FAX (239) 594-2025 PHONE (239) 594-2021 wwwbullhumlstQnandmoorecom

Army Corps of Engineers File SAJ-1996-02789 Date 22513 P~w-P 1~ nf 1~

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT B

Original PermitModification Drawings

4

Nov 24 1997 - 101327 DCWG010JPR079S2

SHEET 1 SHEET 2

~---Approximate Ending Point

~~~--Approximate Beginnin9 Point

0 ()

X w ~

u 0

u J J ()

0 ()

x w ~

LL 0

u J gt C)

SOUTH

EXCAVATION PLAN FOR CUTS 3 amp 4A THROUGH 40 FOR PER~ITIING

PURPOSES ONLY

PROJECT

APPLICANT

CLAM BAy

PELICAN BAY SERVICES DIVISION Figure

452(1)

0 T TACKNEY FLA REG 20853

middot 199602789(IP-CC) APR6 1998

---

Nov 06 1997 - 152223 DDWG010lPR079525dwg

V D NGVD V ONGVD 0~sect t_OJJ2

-wT J _3 11--zt ~

l 15 It l 20 It L I I I

CUT 1 CUT 2 amp 3

H~ t-~~ -4 II

L 40 It L I I

CUT 4A middot

VONGW I

~ S 20 Jtl l

I I

CUT 48

~-- middot~~-w~ --- - - ~- SEE NOTE-24 1

S30ftl lI I

~ CUT 4C

1 EXISTING SECTIONS VAirf ~~2 SIDE SLOPES 0 ANGLE OF REPOSE (ASSUMED 3D)

0 2 4 6 8 10 HORIZONTAl

TYPICAL CUT SECTIONS

PROJECT CLAM BAY APPLICANT middotPELICAN BAY SERVICES DIVISiON

WILSON

MILLER

~ COLLIER ~R 1997 TACKNEY AND ASSOC INC ~~~~i - of9S 25pound lot

COASTAL ENGINEERING N01d2--oso-oo -tRPiPmiddot middot~-ppoundR79 IIGTNO -~S918 25 atJ8

Figure 452(i)

D T TACKNEY fA RpoundGbull 20115J

199602789(IP-CC) APR6 1998

-~--~ ~

NOTE bull 1 TYPICAL PIPELINE ROUTE SHOJIN FOR ILLUSTRATION PURPOSES ONLY

ACTUAl PIPELINE ROUTE TO BE DETERMINED IN THE FIELD 2 ALL ELEVATIONS ARE REFERENCED TO NGVO 1929 3 All HORIZONTAL C(X)ROJNATES ARE IN STATE PLANE COORDINATE

SYSTEM NAO 1927 FLORIOA EAST ZONE

LEGEND ~ DREDGING CUT LIMITS ~zJ VOLUMEOFCUT~3ZOOOCV

----- STAnONIPROFILELOCATION

- - - - BASELINe

G) BASELINE POINT NUMBER

R-42 ONR REFERENCE MONUMENT

~ CORE BORING LOCATION C4(59)

- bull shy middot PIPELINE ROUTE

17iiIJ 181112522 gt111141 IN1ZII2 1203111 11120010 1227241 IM21111 1231317 11131~71 1227Ut 11112071 12eG517 IIIIQOI 1$00031 IMIUU 0031n IMI8311 1300171 115038AI 1310711 1111511827 13tttn 11amp241 ta 1310771 11121031 1~7711 1115311618 lnamplll4 etaat21 1288813 8IH215U 128iUt 881174131 128Bt72 81580023

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SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT C

Standard Manatee Conditions for In-Water Work

5

STANDARD MANATEE CONDITIONS FOR IN-WATER WORK 2011

The permittee shall comply with the following conditions intended to protect manatees from direct project effects

a All personnel associated with the project shall be instructed about the presence of manatees and manatee speed zones and the need to avoid collisions with and injury to manatees The permittee shall advise all construction personnel that there are civil and criminal penalties for harming harassing or killing manatees which are protected under the Marine Mammal Protection Act the Endangered Species Act and the Florida Manatee Sanctuary Act

b All vessels associated with the construction project shall operate at Idle SpeedNo Wake at all times while in the immediate area and while in water where the draft of the vessel provides less than a four-footclearance from the bottom All vessels will follow routes of deep water whenever possible

c Siltation or turbidity barriers shall be made of material in which manatees cannot become entangled shall be properly secured and shall be regularly monitored to avoid manatee entanglement or entrapment Barriers must not impede manatee movement

d All on-site project personnel are responsible for observing water-related activities for the presence of manatee(s) All in-water operations including vessels must be shutdown if a manatee(s) comes within 50 feet of the operation Activities will not resume until the manatee(s) has moved beyond the 50-foot radius of the project operation or until 30 minutes elapses if the manatee(s) has not reappeared within 50 feet of the operation Animals must not be herded away or harassed into leaving

e Any collision with or injury to a manatee shall be reported immediately to the Florida Fish and Wildlife Conservation Commission (FWC) Hotline at 1-888-404-3922 Collision andor injury should also be reported to the US Fish and Wildlife Service in Jacksonville (1-904-731-3336) for north Florida or Vero Beach (1-772-562-3909) for south Florida and to FWC at I mperiledSpeciesmyFWCcom

f Temporary signs concerning manatees shall be posted prior to and during all in-water project activities All signs are to be removed by the permittee upon completion of the project Temporary signs that have already been approved for this use by the FWC must be used One sign which reads Caution Boaters must be posted A second sign measuring at least 8 by 11 explaining the requirements for Idle SpeedNo Wake and the shut down of in-water operations must be posted in a location prominently visible to all personnel engaged in water-related activities These signs can be viewed at MyFWCcommanatee Questions concerning these signs can be sent to the email address listed above

I Iii

Ill I All project vessels

IDLE SPEE NO AK

When a manatee is within 50 feet of work all in-water activities must

UT

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ild I 1-888-404-FWCC(3922)

orcell

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT D

Biological Opinion

6

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT E

Statewide Programmatic Biological Opinion

7

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT F

Self-Certification Statement of Compliance

8

--------------------

---------------------------------------------------------

-----------------------------------------------------

----------------

----------------------------

SELF-CERTIFICATION STATEMENT OF COMPLIANCE

Permit Number NW-3 Application Number SAJ-1996-02789

Permittees Name amp Address (please print or type)

Telephone Number

Location of the Work

Date Work Started Date Work Completed ________________

Description of the Work (eg bank stabilization residential or commercial filling docks dredging etc)

Acreage or Square Feet of Impacts to Waters of the United States

Describe Mitigation completed (if applicable)

Describe any Deviations from Permit (attach drawing(s) depicting the deviations)

I certify that all work and mitigation (if applicable) was done in accordance with the limitations and conditions as described in the permit Any deviations as described above are depicted on the attached drawing(s)

Signature of Permittee

Date

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT G

Permit Transfer Request

9

DEPARTMENT OF THE ARMY PERMIT TRANSFER REQUEST

PERMIT NUMBER SAJ-1996-02789

When the structures or work authorized by this permit are still in existence at the time the property is transferred the terms and conditions of this permit will continue to be binding on the new owner(s) of the property Although the construction period for works authorized by Department of the Army permits is finite the permit itself with its limitations does not expire

To validate the transfer of this permit and the associated responsibilities associated with compliance with its terms and conditions have the transferee sign and date below and mail to the US Army Corps of Engineers Enforcement Section Post Office Box 4970 Jacksonville FL 32232shy0019

(TRANSFEREE-SIGNATURE) (SUBDIVISION)

(DATE) (LOT) (BLOCK)

(STREET ADDRESS) (NAME-PRINTED)

(MAILING ADDRESS)

(CITY STATE ZIP CODE)

Page 3: JACKSONVILLE DISTRICT CORPS OF ENGINEERS …...FORT MYERS, FL 33919 REPLY TO ATTENTION OF Regulatory Division FEB 2 8 2013 South Permits Branch/Fort Myers Section SAJ-1996-02789 (NWP-WDD)

SAJ-1996-02789 Clam Pass Maintenance Dredge

2 Commencement Notification Within 10 days from the date of initiating the authorized work the Permittee shall provide to the Corps a written notification of the date of commencement of work authorized by this permit

3 Cultural ResourcesHistoric Properties

a No structure or work shall adversely affect impact or disturb properties listed in the National Register of Historic Places (NRHP) or those eligible for inclusion in the NRHP

b If during the ground disturbing activities and construction work within the permit area there are archaeologicalcultural materials encountered which were not the subject of a previous cultural resources assessment survey (and which shall include but not be limited to pottery modified shell flora fauna human remains ceramics stone tools or metal implements dugout canoes evidence of structures or any other physical remains that could be associated with Native American cultures or early colonial or American settlement) the Permittee shall immediately stop all work in the vicinity and notify the Corps The Corps shall then notify the Florida State Historic Preservation Officer (SHPO) and the appropriate Tribal Historic Preservation Officer(s) (THPO(s)) to assess the significance of the discovery and devise appropriate actions

c A cultural resources assessment may be required of the permit area if deemed necessary by the SHPO THPO(s) or Corps in accordance with 36 CFR 800 or 33 CFR 325 Appendix C (5) Based on the circumstances of the discovery equity to all parties and considerations of the public interest the Corps may modify suspend or revoke the permit in accordance with 33 CFR Part 3257 Such activity shall not resume on non-federal lands without written authorization from the SHPO and the Corps

d In the unlikely event that unmarked human remains are identified on non-federal lands they will be treated in accordance with Section 87205 Florida Statutes All work in the vicinity shall immediately cease and the Permittee shall immediately notify the medical examiner Corps and State Archeologist The Corps shall then notify the appropriate SHPO and THPO(s) Based on the circumstances of the discovery equity to all parties and considerations of the public interest the Corps may modify suspend or revoke the permit in accordance with 33 CFR Part 3257 Such activity shall not resume without written authorization from the State Archeologist SHPO and the Corps

3

SAJ-1996-02789 Clam Pass Maintenance Dredge

e In the unlikely event that human remains are encountered on federal or tribal lands or in situations where Archaeological Resources Protection Act of 1979 or Native American Graves Protection Repatriation Act of 1990 applies all work in the vicinity shall immediately cease and the Permittee immediately notify the Corps The Corps shall then notify the appropriate THPO(s) and SHPO Based on the circumstances of the discovery equity to all parties and considerations of the public interest the Corps may modify suspend or revoke the permit in accordance with 33 CFR Part 3257 After such notification project activities on federal lands shall not resume without written authorization from the Corps andor appropriate THPO(s) SHPO and federal manager After such notification project activities on tribal lands shall not resume without written authorization from the appropriate THPO(s) and the Corps

4 Erosion Control Prior to the initiation of any work authorized by this permit the Permittee shall install erosion control measures along the perimeter of all work areas to prevent the displacement of fill material outside the work area Immediately after completion of the final grading of the land surface all slopes land surfaces and filled areas shall be stabilized using sod degradable mats barriers or a combination of similar stabilizing materials to prevent erosion The erosion control measures shall remain in place and be maintained until all authorized work has been completed and the site has been stabilized

5 Fill Material The Permittee shall use only clean fill material for this project The fill material shall be free from items such as trash debris automotive parts asphalt construction materials concrete block with exposed reinforcement bars and soils contaminated with any toxic substance in toxic amounts in accordance with Section 307 of the Clean Water Act

6 Self-Certification Within 60 days of completion of the authorized work or at the expiration of the construction window of this permit whichever occurs first the Permittee shall complete the attached Self-Certification Statement of Compliance form and submit to the Corps at Regulatory Division Enforcement Section 1520 Royal Palm Square Boulevard Fort Myers FL 33919 In the event that the completed work deviates in any manner from the authorized work the Permittee shall describe on the Self-Certification Form the deviations between the work authorized by the permit and the work as constructed Please note that the description of

4

SAJ-1996-02789 Clam Pass Maintenance Dredge

any deviations on the Self-Certification Form does not constitute approval of any deviations by the Corps

7 Regulatory Agency Changes Should any other regulatory agency require changes to the work authorized or obligated by this permit the Permittee is advised that a modification to this permit instrument is required prior to initiation of those changes It is the Permittees responsibility to request a permit modification from the Fort Myers Regulatory Office

8 Manatee Protection Measures The Permittee shall comply with the Standard Manatee Conditions for In-Water Work FWC 2011 (Attachment C)

9 Biological Opinion (BO) This Corps permit does not authorize the Permittee to take an endangered species in particular the piping plover (Charadrius melodus) In order to legally take a listed species the Permittee must have separate authorization under the Endangered Species Act (ESA) (eg an ESA Section 10 permit or aBO under ESA Section 7 with incidental take provisions with which the Permittee must comply) The enclosed US Fish and Wildlife Service (FWS) Biological Opinion (BO) (Attachment D) contains mandatory terms and conditions to implement the reasonable and prudent measures that are associated with incidental take that is also specified in the BO Authorization under this Corps permit is conditional upon compliance with all of the mandatory terms and conditions associated with incidental take of the attached BO which terms and conditions are incorporated by reference in this permit Failure to comply with the terms and conditions associated with incidental take of the BO where a take of the listed species occurs would constitute an unauthorized take and it would also constitute non-compliance with this Corps permit The FWS is the appropriate authority to determine compliance with the terms and conditions of its BO and with the ESA

10 Statewide Programmatic Biological Opinion (SPBO) The Permittee shall comply with the endangeredthreatened nesting sea turtles (Chelonia mydas Eretmochelys imbricata Lepidochelys kempii Dermochelys coriacea Caretta caretta) and endangered West Indian manatee (Trichechus manatus) Reasonable and Prudent Measures and Terms and Conditions in Section A of the US Fish and Wildlife Services SPBO dated August 22 2011 (Attachmend E)

5

SAJ-1996-02789 Clam Pass Maintenance Dredge

11 Dredging The Permittee shall dredge the area from station 1 +00 through station 0+00 as the final portion of the operation and shall also conduct these dredging operations at low tide

12 Dredge Placement As this project is to restore the tidal exchange into Clam Bay and not for beach renourishment the Permittee shall place all dredge material above the mean high water line

This letter does not give absolute Federal authority to perform the work as specified on your application The proposed work may be subject to local building restrictions mandated by the National Flood Insurance Program You should contact your local office that issues building permits to determine if your site is located in a flood-prone area and if you must comply with the local building requirements mandated by the National Flood Insurance Program

If you are unable to access the internet or require a hardcopy of any of the conditions limitations or expiration date for the above referenced NWP please contact William DeFrance by telephone at 239-334-1975 extension 23

Thank you for your cooperation with our permit program The Corps Jacksonville District Regulatory Division is committed to improving service to our customers We strive to perform our duty in a friendly and timely manner while working to preserve our environment We invite you to take a few minutes to visit the following link and complete our automated Customer Service Survey httpregulatoryusacesurveycom Your input is appreciated- favorable or otherwise

Sincerely

William DeFrance Project Manager

Enclosures

Copy Furnished

Turrell Hall ampAssociates Inc

6

GENERAL CONDITIONS 33 CFR PART 320-330

PUBLISHED FEDERAL REGISTER DATED 13 NOVEMBER 1986

1 The time limit for completing the work authorized ends on date identified in the letter If you find that you need more time to complete the authorized activity submit your request for a time extension to this office for consideration at least one month before the above date is reached

2 You must maintain the activity authorized by this permit in good condition and in conformance with the terms and condition~ of this permit You are not relieved of this requirement if you abandon the permitted activity although you may make a good faith transfer to a third party in compliance with General Condition 4 below Should you wish to cease to maintain the authorized activity or should you desire to abandon it without a good faith transfer you must obtain a modification of this permit from this office which may require restoration of the area

3 If you discover any previously unknown historic or archeological remains while accomplishing the activity authorized by this permit you must immediately notify this office of what you have found We will initiate the Federal and state coordination required to determine if the remains warrant a recovery effort of if the site is eligible for listing in the National Register of Historic Places

4 If you sell the property associated with this permit you must obtain the signature of the new owner in the space provided and forward a copy of the permit to this office to validate the transfer of this authorization

5 If a conditioned water quality certification has been issued for your project you must comply with the conditions specified in the certification as special conditions to this permit For your convenience a copy of the certification is attached if it contains such conditions

6 You must allow a representative from this office to inspect the authorized activity at any time deemed necessary to ensure that it is being or has been accomplished in accordance with the terms and conditions of your permit

SAJ-1996-02789 Clam Pass Maintenance Dredge

Attachments to Department of the Army Nationwide Verification-3 Number SAJ-1996-02789

ATTACHMENT A- PERMIT DRAWINGS 13 pages dated 022513

ATTACHMENT B- ORIGINAL PERMITMODIFCATION DRAWINGS 27 pages

ATTACHMENT C- STANDARD MANATEE CONDITIONS FOR IN-WATER WORK 2011 2 pages

ATTACHMENT D- BIOLOGICAL OPIONON 68 pages

ATTACHMENT E- STATEWIDE PROGRAMMATIC BIOLOGICAL OPINION (excerpt) 22 pages

ATTACHMENT F- SELF-CERTIFICATION STATEMENT OF COMPLIANCE 1 page

ATTACHMENT G- PERMIT TRANSFER REQUEST 1 page

2

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT A

Permit Drawings

3

CONSTRUCTION PLANS CLAM PASS MAINTENANCE DREDGING

COLLIER COUNTY FLORIDA

LOCATION MAP

t SHEET INDEX

1 COVER SHEET AND LOCATION MAP 2 SITE PLAN WITH CONSTRUCTION ACCESS 3 SITE PLAN - DREDGE amp FILL 4 SITE PLAN - DREDGE amp FILL 5 TYPICAL INLET CROSS SECTION - DREDGE 6 CROSS SECTIONS - DREDGE 7 CROSS SECTIONS - DREDGE B CROSS SECTIONS - DREDGE 9 CROSS SECTIONS - DREDGE 1D CROSS SECTIONS - DREDGE 11 CROSS SECTIONS - DREDGE 12 CROSS SECTIONS - BEACH FILL 13 STATION CONTROL - DREDGE amp FILL VOLUME

j_ MHW 033 NAVD 1988

I J_18 168 I --- NGVD 1929

228 MLWI j middot--- __ MLLW

RELATIONSHIP BETWEEN NAVD 1988 NGVD 1929 MEAN HIGH WATER MEAN LOW

WATER AND THE MEAN LOWER LOW WATE TIDAL DATUM (1983-2DD1 EPOCH)

LABINS TIDE STATION NAPLES-GULF OF NOTES MEXICO NUMBER 872-5110

1 AERIAL PHOTOGRAPHS WERE TAKEN IN JANUARY 2D12 AND PROVIDED COURTESY OF COLLIER COUNTY PROPERTY APPRAISERS OFFICE 2 COORDINATES SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN DATUM OF 1983 EAST ZONE (NAD83) 3 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 4 NOTE THESE PERMIT DRAWINGS SHALL NOT BE CONSIDERED VALID FOR CONSTRUCTION PURPOSES UNLESS SIGNED AND SEALED BY EITHER

BRETT D MOORE P E 37326 KENNETH K HUMISTON PE 23326 MOHAMED DABEES P E lf58003 MARC DAMON PE 70615

5679 STRAND COURT NAPLES FL 3411 0 FAX (239) 594-2025 PHONE (239) 594-2021 wwwhurnlltgttnnnnrnnr-ltgt

Army Corps of Engineers File SAJ-1996-02789 Date 22513

- pound 1 _

Army Corps of Engineers File SAJ-1996-02789 Date 22513 Pltgtn-ltgt ) rvf 1 1

Army Corps of Engineers File SAJ-1996-02789 Date 22513

B c D E F G H I J K L M N 0 p Q

R s T u v w X y z

AA BB cc DO

3882294 3882590 3883503 3884494 3884983 3885366 3884585 3884874 3888558 3887526 3887855 3888540 3888076 3887188 3886940 3885844 3888007 3886177 3886144 3885913 3885732 3885594 3885204 3884835 3884445 3884054 3883584 3883149 3882289

6864033 6864179 6864586 6864831 6864893 6865236 6867151 6868233 6869815 6869157 6868769 6867433 6867167 6867812 6868267 6867539 6867341 6866860 6866351 6865816 6865287 6864780 6864389 6864042 6863687 6863332 6863151 6862907 6863582

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 D~n-a A + 1 l

TYPICAL DREDGE CUT FOR INLET STATIONS (0+00 TO 3+645) (STATION 1+00 SHOWN FOR REFERENCE ONLY)

--------~--~-7------=--= EXISTING( - o=sLOPE BEACH PROFILE (VARIES)

120--------------MHW +033 NAVD (161 NGVD)

---------------MLW -168 NAVD (-04 NGVD)

~1---------------BEACH COMPATIBLE SAND TO BE PLACED WITHIN THE FILL TEMPLATE LIMITS ON THE NORTH OR SOUTH SIDE OF THE PASS

-================= -58 (-45 NGVDl DESIGN CUT--J-------1-------l~- -63 NAVDNAVD ( -50 NGVD 05 OVER DEPTH ALLOWANCE 1-------45----shy

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013

5679 STRAND COURT NAPLES FL 341 10 FAX (239) 594-2025

~~tJ~~~2-~~~--~C~ 1 __ _

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 n --- c -C 11

STA -3+00

I NO DREDGING AT THIS STATION

TEIIPLATE SHOWN FOR REFtRENCE ONLY

-1QshyNORTH SOUTH

1 1 1-

1loo -dso -3oo -iso -ioo -1 so -1

1oo -~o 6 so

STA -1+50

-1QshyNORTH

_Joo -iso -~oo -iso -ioo

= NO DREDGING AT THIS STATION

TEUPLATE SHOWN FOR REFERENCE ONLY

-11so -11oo -bo 6

SOUTH

so 1

DISTANCE FROM BASEUNE (FEET) DISTANCE FROid BASEUNE (FEET)

~ 4

2 HW (+033)

8 ~-LW(-166)~~

z ~-4middot

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STA -4+00

-iso -ioo

I I I

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NO DREDGING AT THIS STATION Tpound1-PLATE SHOWN FOR REFERENCE ONLY

-lso -oo -So 6

I

SOUTH

so 1

STA -2+50

- shy-8

-1Q-i NO~TH - 1 ~400 -~50 -300 -zso -zoo

= NO DREDGING AT THIS STATION

TEMPLATE SHOWN FOR REFERENCE ONLY

-fso -roo -so 0

I

SOUTH

so

w4

i Zmiddot

STA -1+00

- 114-W (+Oll)

-____or--shy ~ NO DREDGING AT THIS STATION

TEJPlATE SHOWN FOR REFtRENCE ONLY

-1DshyNORTH SOUTH

-12~~r----r----r--r----------------------~---~ -~oo -3so -3oo -zso -zoo -1so -100 -so o 50

DISTANCE FROM BASELINE (FEET)

8

6

4

2 MHW (+033)

MLW (-168)

NORTH

middot-shy --shy L

NOTES

STA -3+50

_U NO DREDGING AT THIS STATION

TEMPLATE SHOWN FOR REFERENCE ONLY

SOUTH

--shy --shy middot-shy --shy ~ T --DISTANCf fR014 BASELINE (FEET)

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL 2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC

DISTANCE FROM BASELINE (FEET) DISTANCE FROM BASEUNE (FEET)

STA -2+00 STA -0+50

~ 4 2 2middot

UHW (+033) - J 14HW (+Ol3)

MLW (-158) 1rH o ~ ~

NO DREDGING AT THIS STATION TtMPLATE SHOWN FOR REFtRENCE ONLY

NO DREDGING AT THIS STATION TEMPLATE SHOWN FOR REFERENCE ONIY -middot

-1DshyNORTH SOUTH NORTH SOUTH

1 -12_-------r--r-------~-----------------~~1 1 1-~so -~oo -iso -ioo -1 so -1 oo -~o 6 5o -4oo -gt5o -3oo -250 -zoo -150 -100 -so o so DISTANCE FROM BASEUNE (FEET) DISTANCE FROid BASEUNE (FEET)

DATUM OF 1988 (NAVD88)

FROM JANUARY 3 TO 11 2013

5679 STRAND CDURT NAPLES FL 34110 FAX (239) 594-202S ~_HN~J~~L-~~~-~0~1__ _

g 0

g z 0tishysectshy

-1

-1

0 4

~ z -

8 ~-2 z ~-4

sect-middot -middot -1Qshy

1- Joo

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 P~o-p n nf 1 i

000~ Il - shy

STA 0+00 STA 0+75

Dl

ULW -158)

o-4~ 4

2 2middot _ 14HW (+033) tIHW +033)

ii ~MLW ( middot) _z _2 z Q_4~-4 It

OESIGIIGUT(-5BWvtl)_ DtsGNCUT(-SftWYD)_ OVOotPTH(-6lWvtl)- 0VtRDEPTH(-6JWVll) shy-bull-1~-middot

hs] 111 CYFT DESIGN CUT -middot-middotmiddot [I] t1 CYFT OVER DEPTH CUT-1 -1

SOUTHNORTH SOUT~ -124-~---~~---r--------------------------- -12 1 1 I I I

-400 -350 -soo -250 -zoo -1 so -100 50 -400 -350 -too -iso -ioo -150 -100 -so so DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 0+25

s 4middot 0

3 2middot~j gt

-uH~5 )

tllW - ltltgt~ I

(-168)

DSIOIICUT(-SBtuvtl)_ OvtROtPTH(-SlWvtl) shy

hsJ 149 CYFT DESIGN CUT

CD 11 CYFT OVER DEPTH CUT -1 NORTH SO~TH I

I-smiddotso -300 -tso -too -fso -100 --o 0 50

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 1+25STA 0+50

~ bullmiddot ~ j~ ------ ~ -2middot z ~-4middot

bSj 146 CYFT DESIGN CUT ~-middot -middotmiddot CO 11 CfFT OVER DEPTH CUT-10

SOUTHNORTH SOUTH -121-~--~---------------------~-~-------~~ _0-400 -350 -300 -250 -200 -150 -100 -50 0 so 50

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

STA 1+00Dl 4

OESION CUT (-SB WVD) ___ DVERD[PTH(-SJNlvtl)-

-350 -300 -zso -zoo -150 -foo

SOUTH

50

~HW(+o-gt1

z ~-4 gtij-6

-middot -10

-124-~------r-----~-----~--r--~~--~-------~~ -400 -350 -300 -2so -200 -1so -100 -so o so

DISTANCE FROM BASEUNE (FEET)

STA 1+75

0 4

~ 2

-- oj~~HW ------~--==-~~~~~$~gtlt--11(+o~J8 MLW (-168) ~ -~- _ ~ bull_r

~-2 z ~-4

DtsiGNClJT(-5BNAVD)_sect-s OVERDiiTN(-5JIUVD)-

rs) 202 CYFT DESlCN CUT-middot [[]) 12 CYFT OVER DEPTH CUT-10

SOUTI-I -12 I NO~TH I l I l [ I I I

-4DO -~so -30D -zso -zoo -1so -100 -so b so

DISTANCE FROM BASEUNE (FEET)

STA 2+00

0 4

~jbullHW(+033) ~~ ~ I8 MlW (-168) ~-2

~-4 DtSIGIICliT(-58NlVD)_

~-6 ovt~ otrm (-~5middot wvo) shy

SOUTH

-too -fso -foo -so 50

DSTANCE FROM BASEUNE (FEET)

-middot -1

-3oo -tso

5679 STRAND COURT NAPLES FL 3411 D FAX (239) 594-2025 PHONE (239) 594-2021 wwwhumlstonandmoorecom

STA 1+50

D[SIGNCUT(-58Wvtl)_ DVEROtPTH(-6JHIIVll) shy

bSJ 228 CYFT DESIO~ CUT

ITJ] ll CYFT OVER DEPTH CUT

middotNORTH SOUTH

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 o- 7 f 1 ~

-350 -3oo -tso -too -1so -foo

3a-l TY~TUololJ

-1

~ 274

OJ 27 CYFT OVER

NORTH

-fSO

STA 5+00STA 2+25 STA 4+10

~ 4 ~4

000(-1

DESGtIGUT(-58WAV0)_1 DVEROEPTII(-5ltllvtl)-

~4 Iltt 2middot lt~2middotlt~3 ~IIHW +0bull 33) w (+middot) = I I ~38

2ojw (-168) v=8SSSYg__jbullLw (-168) I ~-2 z

~-2 ~-4 OESIGNCUT-SINAVD)_ bgt) gtI)-)) G~E~~~=~~~~-3 ~-6 OVGDEPIH(-SJIUVD)shy

D 121 CYFT DESH3N CUT-41 [SJ 171 CfrT DESIGN CUT CYFT OESICN CUT-middotmiddot ITJ] 11 ((FT OVER DEPTH CUT DEPTH CUT-sl rn 11 CfFT OVER DEPTH CUT -10 tIORTH SOUTH NORTH SOUTH SOUTH

1 1 -12~~--~------~---~---~~--~---------------~-~Joo -$so -~oo -dso -doo -t so -1 oo -1( 6 sh -400 -350 -300 -250 -200 -150 -100 -50 -foo -so so 100 150 200 DISTANCE FROU BASEUNE (FEET) DISTANCE FRO~ SASEUNE (FEET) DISTAHCE FROliC BASELIHE (fEET)

STA 2+50

0~ 4 gt2 2middot 2

-l ti ~ sect_4

4

2 JIHW +033)

STA 3+30

0-2Jw (-16

8) ~-ltgt~ I

D 17 CYFT DESIGN CUT

ITJJ t I CYFT OVER DEPTH CUT

NORTH SOUTH 1 1 1 1-ioo b 1

~ d-6 -8

-10 SOUTH

50 -tJoo -~so -3oo -dso -tso -1 oo -ho so -roo -50 5middoto 100 150 200 DISTANCE FRO~ BASEUNE (FEET) DISTAHCE FROM BASELIHE (FEET)

STA 3+645 STA 5+10

0 4~4 2middot

3 2 JMHW +033)-_J~ ti 0

8~ -2jw (-168) B0 jw (-16 )~-2

~-4 ~-4middot 100--000-0

f ) 1 I 1 ) IYi ~E~~ ~ ~~~~-6 ~-6 -8 [Sj 108 CYFT DESIGN CUT -8 (sJ 248 CYrT OESlGN CUT

ITJ] 11 CYFT OYER DEPTH CUT rn 27 cvrr ovER DEPTH cuT-10 -1 NORTH SOUTH NORTH SOUTH

1 1

--p~ I

1 1 15middoto -tJoo -~so -ioo -dso -ioo -1 so -1 oo -~o b sh -1doo -1 so -1 oo -~o 6 sh 16o H~o 20

DISTANCE FROM BASELINE (FEET) DISTANCE FROid BASEUNE (fEET) DISTANCE FROliC BASELINE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 PRECDNSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

5679 STRAND COURT NAPLES FL 34110 FAX (239) 594-2025 ~_H_(NtJf_~~Ll~-~~1__ _

_ o-=IIIHW l-t0bull5Y) oogt~ lt(y

~G~~ ~==~ ~~~ ~

~ 4

~ 2middot

[SJ 145 CYFI DESIGN CUT

[I] 11 CfFT OV[R DEPTH CUT

NORTH

-350 -300 -250 -200 -150

DISTANCE FROtt BASEUNE (FEET)

STA 2+75

-foo -~o

_ o-=IMHW t+0bull55) ~ (

o~~~ ~~ ~~ -1

-250 -200 -fso -100 -middotbullO

SOUTH

-1

~ 275 CYFT DESIGN CUT

[I] 26- CYFT OVER DEPTH CUT

NORTH

-fso

STA 4+60

SOUTH

Army Corps of Engineers File SAJ-1996-02789 Date 22513 PltoP R of 1 i

STA 5+60

~4 2middot3 JMHW (+033)

IALW -168

) gt gt ) gtJ==~~~a~ ~=~ ~~

[Sj 185 CYfrT DESIGN CUT

21 CYFT OVER DEPTH CUT

NORTH SOUTH

-fso -foo -50 o smiddoto

[I]

200 DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 6+10 STA 7+50

-obull ~ 4middot

~ 2middot t

2 J11HW (+033)I

~ O MLW (-168) --2 z

~ btsiGNCUT(-UNIVll)

K ( 6 ( 1 0r J ==~o~E~~ ~ ~~ titCt--==OVEDEPTH(-IlIIVll)= [Sj 17 rtFT DESIGN CUTCYFT DESIGN CUT -8

m 07 CYFT OYER DEPTH CUT

- nJMnn TVogtgt)

~LW (-168)

[Sj 109

oJ 17

NORTH

-rso 260 -tdoo -lso -ioo -bo 6 5b tdo 1Jo 260

rrjFT OVER DEPTH CUT -10

WEST EASTSOUTH

-foo -so 5o 100 1$0 200 -1Joo -115o -loa -~o 6 sb 16o 1o

STA 8+50STA 7+10

~ 4middot0 4

i MHW (+033)

Ef oj~ALw (-168) --2 ~0 gtonn bullbull

[SJ 105 CYFT

~~~~--------------~==~-=====~~===========]z ~-4 _J Hmiddot)_____ I_ DESIGNOE~~ (-51 NIVD) yf 5 (I) ((I f (I 9rf ==~c~~~ ~ ~

-~~-6 -8-J bS) 16 ClFT DESIGN CUT DESIGN CUT

CD tD ClFT OVER DEPTH CUT ITJ 22 CYFT OVER DEPTH CUT-10 -10

WEST EAST WEST EAST 1_Joo -11 -11 -~o b sb 1Jo 1~0 2o -t_Joo so 1oo -~o 6 5h 1Jo tdo 2amposo oo -1 -1

DISTANCE FROM BASEUNE (rEET)

STA 9+00

0 4

MHW +D33) 0

ti jMtw lt us) ~x_ lt_z z ~-4middot -lt Ilt ( ( ((Ilt (t) I ~~ ~~ =~~~

~-middot -8-J bSJ 127 CfFT DESIGN CUT

rn 25 CYFT OYER DEPTH CUT-10 WEST EAST

I)

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 8+00 STA 9+50STA S+SO

0 4middot~4 ~4 ~ 2middot MHW (+055) MHW (+D33bull) ~MHW (+033)

E0 loLW (-168)li jMLW ( 168) I I

shy

I emiddotojMLW ( 168) 7 ~ I I --2 --2 -z

z-~--~ DESIGNCUT(-bullsNIVb)~-4 ~-4middot~-4 _DESIONCUT(-5 5HAVD) ~==WEI1DEItH(-53NIVIl)-DVERDEPTH(-551UVIl)~-middot ~-middot ~-middot

-B-J rs) 52 cfFT DESIGN CUT [Sj 108 CfFT DESIGN CUT-8-l [Sj 31 CIFT DESIGN CUT -8 [I] 14 CYFT OYER DEPTH CUT ITJ 26 Cln OVER DEPTH CUTrn 11 CIFT OVER DEPTH CUT -10-10 -10 WEST EASTNORTH SOUTH WEST EAST

_~2tOO~r-~-r-~-~-r~~~--~~---------=~~ -12 j I I I Q l Q I 6 -1z-r--r----r----r----r----r--r--~--------_ -150 -roo -so 200 -200 -15o -too -so so 1 o 1so 2 a -200 -ISO -100 --o 50 200

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

5679 STRAND COURT NAPLES FL 34110 FAX (239) 594-2025 PHONE (239) 594-2021 wwwhum1stonandmoorecom

Army Corps ofEngineers File SAJ-1996-02789 Date 22513

8 STA 10+00

6

lt I2 4

MHW (+0bull 53)

li E l MLW (-16S) ~ 1amp-2middot z z

Q-4middot0 ~ I NO OREOGINO AT THIS STATION ~-~=

TEIIPLATE SHOWN fOR REfERENCE ONLY

4

-10

-12middot

6

4

2 MHW (+03J)

STA 10+19

UIW (-168)

NORTH

~ ~J NO DREDGING AT THIS STATION

TEUPLAT SHOWN FOR REFERENCE ONLY

SOUTH

-no -150 -100 -so b 50 ulo do 2

8

6

B

lt ~ 23 1

4

g g z 0 6

i- ~-

~- ~-

_-I o-_ 1gtshy

-I

1gt- WEST EAST __ ~ J--- middotshymiddot-- middot- middotshy

DISTANCE FROM BASEUNE (FEET)

DISTANCE FROM BASEUNE (FEET)

STA 10+50

s

)

~ 6 i shy

shyNO DREDGING AT THIS STATION shy

TEMPLATE SHOWN FOR REFERENCE ONLY

-I )

NORTH SOUTH _

200 shy-rso -foe DISTANCE FROM BASEUNE (FEET)

NOTES

STA 11+00

I

MHW (-+033)

MLW (-168)

NORTH

~ A NO DREDGING AT THIS STATION

TtMPLATE HDWN fOR REFERENCE ONLY

SOUTH

DISTANCt FROM BASEUNE (FEET)

STA 11+50

MHW +033)

MLW (-168)

~ J NO DREDGING AT THIS STATION

Tpound14PLATE SHOWN fOR REFERENCE ONLY

NORTH SOUTH

DISTANCE fRO~ BASEUNE (FEET)

STA 12+00

ltHW (-+033)

IILW ( 168)

~ NO DREDGING AT THIS STATION

TEI4PLATE SHOWN FOR REFERENCE ONLY

NORTH SOUTH

00 -1SD -100 -so 6 50 100 ISO 2

DISTANCE FROM BASEUNE (FEET)

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

1 lt-4 gt2

loHW (+053)

9 0

-2 z ~-4

STA 13+00

~ ~-middot

-6

NO DREDGING AT THIS STATION SHOWN FOR

REFERENCE ONLY

-10 NORTH

-12 -200 -150 -100 -50 50

DISTANCE FROid BASEUNE (FEET)

100

SOUTH

I 0 200

1 lt-4

2middot lo1HW (+053)

STA 1l+50

-z ~-4g-6

-8

-10 NORTH

-12 -200 -150 -100

~ NO DREDGING AT THIS STATION SHOW~gt~ FOR

REFERENCE ONLY

-50

SOUTH

200

DISTANCE FROid BASEUNE (FEET)

B STA 14+00

6

I 4

2 MHW (+OJ3)

go- MLW (-168) I z sshy~-

~ NO DREDGING AT THIS STATION SHOWN FOR

REFERENCE ONLY

NORTH SOUTH

-- middotshyDISTANCE fROid BASEUNE (FEET)

5679 STRAND COURT NAPLES Fl 3411 0 FAX (239) 594-2025 PHONE (239) 594-2021 www_huiTlhdonondmonre_com

Army Corps of Engineers File SAJ-1996-02789 Date 22513 n_ -- 1 A - 1 -

STA 16+00 STA 17+50STA 14+50 sshy 1 c 4middot~ 4middot 5

4 ~ 2middot gt

2 IAHW (+033)- IIHW (+033)

0 -3 2middot ltmiddot

EAST

-fSO

bull1bull0~--------~~~==~~======= ~ MLW (-168) t-2middot

~ -z MLW (-168)

~-4NO DREDGING AT THIS STATION SHOWN FOR

REFERENCE ONLY NO DREDGING AT THIS STATION NO DREDGING AT THIS STATION~-6i~= TEIAPLATE SHOWW FOR REFERENCE ONLY TEIAPLATE SHOWN FOR REFERENCE ONLY

-8middot-8middot

-10-1DshyWEST

1 1WESTNORTH SOUTH ~ EAST

-12 I I I I I -

1dao -t so -1 oo _o 6 sh t6o do 2o -fOO -raquo0 0 Sb 100 150 200 -200 -150 -100 -~0 0 5o tampo 150 200

DiSTANCE FR04 BASELINE (FEET) DISTANCE FROM BASEliNE (FEET) DIS)ANCE FROM BASEUNE (FEET)

8

6 STA 16+50

bull 2

o1HW (+033)

loLW (-168) --

middotshy I 6middot

NO DREDGING AT THIS STATION

8shy TDIPtATE SHOWN FOR REFERENCE ONLY

o- EAST WEST

L

STA 15+00 STA 18+00

1

I 0 4middot gt2

IIHW (+033)

8 0 ldlW (-1688 ~-2I ~-

~-4~ NO DREDGING AT THIS ~= STATION SHOWN FORlt REFERENCE ONLf~-6NO DREDGING AT THIS STATION

TEIIPLATE SHOWN FOR REFERENCE ONLY -8

-1 -10 EAST WEST

-1DshyWEST

-12 1 I I I ~ EAST

_Joo -11so -11oo -~o 6 sb H~D do 2bo -1 -200 -150 -loa -~0 0 100 1~0 200

DISTANCE FROJA BASEUNE (FEET) DISTANCE FR0-4 BASEliNE (FEET) DISTANCE FROU BASELINE middot~ (FEET)

8 STA 15+50

8 STA 17+00

66

~ 4middot

STA 18+28

IAHW (+033)

MIW ( ts8) ---

EAST

NO ORE~ STATION SHOWN FOR

REFERENCE ONLY

WEST

~00 -150 -100 -so 0 50 100 1so 21

bull I bull 2 2I bull ldHW (+033)lo4HW +033)

ti 0ti MLW (-168) I _fEu-loLW (-168) ~ ~-2middot~-2

~ J~5 bull 55 ~=-middot ~

~-

~=6 a-sNO DREDGING AT THIS STATIONNO DREDGING AT THIS STATION~-TEMPLATE SHOWN FOR REFERENCE ONLfTEiolPlATpound SHOWN FOR REFERENCE ONLY 8 -8middot

-1 -10-1 o- EAST WEST -12

EAST WEST -12-1

middot200 -150 -tOO 50 100 1 0 21 -200 -150 -100 -so 0 50 100 150 2 I

DISTANCE FROM BASEUNE (FEET) DISTANCE FR0-4 BASEliNE (FEET) DISTANCE FROM BtSEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVDBB) 2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

5679 STRAND COURT NAPLES Fl 34110 FAX (239) 594-2025 PHONE 239) 594-2021 wwwhumistonandmoorecom

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 PltgtltHgt 11 rvt 11

o

R-38 R-39

NO FILL AT THIS STATION SHOWN NO FILL AT THIS STATION FOR REFERENCE ONLY SHOWN FOR REFERENCE ONLY

1-1 oL----------------------- 0 200

DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

R-41 R-42

NO FILL AT THIS STATION THIS STATION SHOWN FOR REFERENCE REFERENCE ONLYONLY SHOWN FOR

NO FILL AT

DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

NOTES

1 RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 2 COORDINATES SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN DATUM OF 1983 EAST ZONE (NAD83) 3 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)

R-40+725R-40

10

NAVD0

~ 5 z

t lw 033 NAVDI0 (MHWL)-168 NAVD

(MLW) I~ Isect

-5 1gt0 1771 FILL TEMPLATE 18 lLLJ 62 CYFT gt

-10~--------------L-------------------

I~ f-

1~ 68 NAVDI g

(MLW) I~

I~ I~ w lLLJ 73 CYFT

II NAVD

1771 FILL TEMPLATE

0 zoo 0 200 DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

NO FILL AT THIS MONUMENT SHOWN FOR VOLUMETRIC CALCULATION ONLY

R-43 R-44

10

_ 66 NAVDlb 66 NAVD ------4-7 NAVD

I-z 033 NAVD (MHW)-lt-----033 NAVD (MHW) li -168 NAVD (MLW) -168 NAVD (MLW)15

li-5

I~ 1771 FILL TEMPLATEI~ lLLJ 41 CYFT

0 1-101~---------L_---------~------------

200 0 200 SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

4 NORTH AND SOUTH LIMITS OF BEACH FILL TEMPLATE WITHIN MAXIMUM LIMITS SHOWN ON PERMIT PLANS BY PBSampJ DATED 7312012

5 ALL FILL TO BE PLACED UPLAND OF THE GULF OF MEXICO MHWL AND WITHIN THE LIMITS OF THE BEACH FILL TEMPLATES ON 5679 STRAND COURTPERMIT PLANS BY PBSampJ DATED 731 2012 NAPLES FL 3411 0

6 AREA LANDWARD OF DUNE FILL TO BE GRADED BASED ON SITE CONDITIONS AT THE TIME OF CONSTRUCTION FAX (239) 594-2025 PHONE (239) 594-2021 wwwhumlstonandrnoorecom

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 Pltgto- 1 J --f 1 ~

~

- 6Sm11S ~ 14ltgt5_ -6 ~ 14ltgt5 11 33361SZ 1laquo5- 61lt1gt073 ~ -- 3a3-n35 14ltU$ SS70tiLgtS 14gtgtS ~ 8EitG4S =ltl6S 1laquo5 NOOOEiGlNGATiHESiE~noNS 10054 ~1 1CS 6Se355 3secto7113 -__ a=1 -middot

~7 ~~ 7ltru) - mlS ~ - =

Q611SS =

t iiNIPLAf~ iNFCiRMAfloR ~fiOBLISHEti fiY DEP) MONUMENT ESTIMATED AVAiLABLE AVAILABLE

MONUMENT NORTHING EASTlNG AZIMUTH ELEVATION EFFECTIVE FILL FILL ID NAvebull DISTANCE VOLUME VOLUME

FEET) (FEET) DEGREES) FEET (FEET) (CVIFTI CVJ R-38 6898181 3fSI7837 2700 373 R-39 13887995 3B78747 2700 484 R-40 6877938 3879638 2700 297 500 82 3100 R40+725 13870688 3879638 2700 180 73 1314 R-41 BS67856 3880516 2700 324

middotroTAL AVAILABLEVOWME-NORTH FILL TEMPLATE 4414 0gt50 6882954 3879149 1795 100 92 920 1gt50 6862963 3880149 1795 100 206 2000 2gt50 6862972 31l81149 1795 100 139 1390

TOTAL AVAILABLE VOLUME -INLET FILL TEMPLATE 4370 R-42 6B57310 3192004 2650 423 R-43 6846923 3882485 2700 484 1300 36 4680 R-44 6837015 3883591 2700 674 550 41 2255

roTAL AVAILABLE VOWME -SOUTH FILL TEMPLATE 6935 TOTAL AVAILABLE VOLUME -ALL FILL TEMPLATESlt 15719

INLET FILL TEMPATE SECTIONS

STA D+SD

J-----255------- shy10 NAVD

92 CYFT FlU VOLUME

145 CYFT DESIGN CUT

11 CYFT OVER OEPTH CUT

SOUTH

-sao -400 -350 -300 -250 -200 -fso -foo -so 50 DISTANCE FROio BASEUNE (FEET)

t2j ~ ----J w lt-bullmiddotI sect_ ~ d-6

-middotmiddot -10

[ZJ 206 CYFT FILl YOLUI4E DESICWttrr[-5BNAVD)_I OVDDtPlH(-6StiAVO)shy

[Sj 228 CYFT DESIGN CUT

[[]] 12 CYFT OYER DEPTH CLJT

NORTI-I SOUTH

-lJoo -iso -ioo -iso -doo -11so -11oo -~o amp sh J

DISTANCE FROM BASELINE (FEET)

[ZJ 139 CfrT FILL VOLUUE

bSJ 14-5 CfFT OESIGN CUT

[I] 11 CYFT OVER DEPTH

NORTH

-150 -100

STA 2+50

t~SICIICUT(-551UVO)_

DVVI0[Pffi(-65MAVD)-

CUT

SOUTH

-250 -200 -fSO -faa 50 DISTANCE FROM BASEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)

2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM

JANUARY 3 TO 11 2013 4 FILL TEMPLATE LOCATION BASED ON PERMIT PLANS BY PBSampJ DATED 7312012

5679 STRAND COURT NAPLES FL 34110 FAX (239) 594-2025 PHONE (239) 594-2021 wwwbullhumlstQnandmoorecom

Army Corps of Engineers File SAJ-1996-02789 Date 22513 P~w-P 1~ nf 1~

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT B

Original PermitModification Drawings

4

Nov 24 1997 - 101327 DCWG010JPR079S2

SHEET 1 SHEET 2

~---Approximate Ending Point

~~~--Approximate Beginnin9 Point

0 ()

X w ~

u 0

u J J ()

0 ()

x w ~

LL 0

u J gt C)

SOUTH

EXCAVATION PLAN FOR CUTS 3 amp 4A THROUGH 40 FOR PER~ITIING

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199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 15 OF 21

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT C

Standard Manatee Conditions for In-Water Work

5

STANDARD MANATEE CONDITIONS FOR IN-WATER WORK 2011

The permittee shall comply with the following conditions intended to protect manatees from direct project effects

a All personnel associated with the project shall be instructed about the presence of manatees and manatee speed zones and the need to avoid collisions with and injury to manatees The permittee shall advise all construction personnel that there are civil and criminal penalties for harming harassing or killing manatees which are protected under the Marine Mammal Protection Act the Endangered Species Act and the Florida Manatee Sanctuary Act

b All vessels associated with the construction project shall operate at Idle SpeedNo Wake at all times while in the immediate area and while in water where the draft of the vessel provides less than a four-footclearance from the bottom All vessels will follow routes of deep water whenever possible

c Siltation or turbidity barriers shall be made of material in which manatees cannot become entangled shall be properly secured and shall be regularly monitored to avoid manatee entanglement or entrapment Barriers must not impede manatee movement

d All on-site project personnel are responsible for observing water-related activities for the presence of manatee(s) All in-water operations including vessels must be shutdown if a manatee(s) comes within 50 feet of the operation Activities will not resume until the manatee(s) has moved beyond the 50-foot radius of the project operation or until 30 minutes elapses if the manatee(s) has not reappeared within 50 feet of the operation Animals must not be herded away or harassed into leaving

e Any collision with or injury to a manatee shall be reported immediately to the Florida Fish and Wildlife Conservation Commission (FWC) Hotline at 1-888-404-3922 Collision andor injury should also be reported to the US Fish and Wildlife Service in Jacksonville (1-904-731-3336) for north Florida or Vero Beach (1-772-562-3909) for south Florida and to FWC at I mperiledSpeciesmyFWCcom

f Temporary signs concerning manatees shall be posted prior to and during all in-water project activities All signs are to be removed by the permittee upon completion of the project Temporary signs that have already been approved for this use by the FWC must be used One sign which reads Caution Boaters must be posted A second sign measuring at least 8 by 11 explaining the requirements for Idle SpeedNo Wake and the shut down of in-water operations must be posted in a location prominently visible to all personnel engaged in water-related activities These signs can be viewed at MyFWCcommanatee Questions concerning these signs can be sent to the email address listed above

I Iii

Ill I All project vessels

IDLE SPEE NO AK

When a manatee is within 50 feet of work all in-water activities must

UT

IIi i it r i jur trt t bull

ild I 1-888-404-FWCC(3922)

orcell

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT D

Biological Opinion

6

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT E

Statewide Programmatic Biological Opinion

7

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT F

Self-Certification Statement of Compliance

8

--------------------

---------------------------------------------------------

-----------------------------------------------------

----------------

----------------------------

SELF-CERTIFICATION STATEMENT OF COMPLIANCE

Permit Number NW-3 Application Number SAJ-1996-02789

Permittees Name amp Address (please print or type)

Telephone Number

Location of the Work

Date Work Started Date Work Completed ________________

Description of the Work (eg bank stabilization residential or commercial filling docks dredging etc)

Acreage or Square Feet of Impacts to Waters of the United States

Describe Mitigation completed (if applicable)

Describe any Deviations from Permit (attach drawing(s) depicting the deviations)

I certify that all work and mitigation (if applicable) was done in accordance with the limitations and conditions as described in the permit Any deviations as described above are depicted on the attached drawing(s)

Signature of Permittee

Date

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT G

Permit Transfer Request

9

DEPARTMENT OF THE ARMY PERMIT TRANSFER REQUEST

PERMIT NUMBER SAJ-1996-02789

When the structures or work authorized by this permit are still in existence at the time the property is transferred the terms and conditions of this permit will continue to be binding on the new owner(s) of the property Although the construction period for works authorized by Department of the Army permits is finite the permit itself with its limitations does not expire

To validate the transfer of this permit and the associated responsibilities associated with compliance with its terms and conditions have the transferee sign and date below and mail to the US Army Corps of Engineers Enforcement Section Post Office Box 4970 Jacksonville FL 32232shy0019

(TRANSFEREE-SIGNATURE) (SUBDIVISION)

(DATE) (LOT) (BLOCK)

(STREET ADDRESS) (NAME-PRINTED)

(MAILING ADDRESS)

(CITY STATE ZIP CODE)

Page 4: JACKSONVILLE DISTRICT CORPS OF ENGINEERS …...FORT MYERS, FL 33919 REPLY TO ATTENTION OF Regulatory Division FEB 2 8 2013 South Permits Branch/Fort Myers Section SAJ-1996-02789 (NWP-WDD)

SAJ-1996-02789 Clam Pass Maintenance Dredge

e In the unlikely event that human remains are encountered on federal or tribal lands or in situations where Archaeological Resources Protection Act of 1979 or Native American Graves Protection Repatriation Act of 1990 applies all work in the vicinity shall immediately cease and the Permittee immediately notify the Corps The Corps shall then notify the appropriate THPO(s) and SHPO Based on the circumstances of the discovery equity to all parties and considerations of the public interest the Corps may modify suspend or revoke the permit in accordance with 33 CFR Part 3257 After such notification project activities on federal lands shall not resume without written authorization from the Corps andor appropriate THPO(s) SHPO and federal manager After such notification project activities on tribal lands shall not resume without written authorization from the appropriate THPO(s) and the Corps

4 Erosion Control Prior to the initiation of any work authorized by this permit the Permittee shall install erosion control measures along the perimeter of all work areas to prevent the displacement of fill material outside the work area Immediately after completion of the final grading of the land surface all slopes land surfaces and filled areas shall be stabilized using sod degradable mats barriers or a combination of similar stabilizing materials to prevent erosion The erosion control measures shall remain in place and be maintained until all authorized work has been completed and the site has been stabilized

5 Fill Material The Permittee shall use only clean fill material for this project The fill material shall be free from items such as trash debris automotive parts asphalt construction materials concrete block with exposed reinforcement bars and soils contaminated with any toxic substance in toxic amounts in accordance with Section 307 of the Clean Water Act

6 Self-Certification Within 60 days of completion of the authorized work or at the expiration of the construction window of this permit whichever occurs first the Permittee shall complete the attached Self-Certification Statement of Compliance form and submit to the Corps at Regulatory Division Enforcement Section 1520 Royal Palm Square Boulevard Fort Myers FL 33919 In the event that the completed work deviates in any manner from the authorized work the Permittee shall describe on the Self-Certification Form the deviations between the work authorized by the permit and the work as constructed Please note that the description of

4

SAJ-1996-02789 Clam Pass Maintenance Dredge

any deviations on the Self-Certification Form does not constitute approval of any deviations by the Corps

7 Regulatory Agency Changes Should any other regulatory agency require changes to the work authorized or obligated by this permit the Permittee is advised that a modification to this permit instrument is required prior to initiation of those changes It is the Permittees responsibility to request a permit modification from the Fort Myers Regulatory Office

8 Manatee Protection Measures The Permittee shall comply with the Standard Manatee Conditions for In-Water Work FWC 2011 (Attachment C)

9 Biological Opinion (BO) This Corps permit does not authorize the Permittee to take an endangered species in particular the piping plover (Charadrius melodus) In order to legally take a listed species the Permittee must have separate authorization under the Endangered Species Act (ESA) (eg an ESA Section 10 permit or aBO under ESA Section 7 with incidental take provisions with which the Permittee must comply) The enclosed US Fish and Wildlife Service (FWS) Biological Opinion (BO) (Attachment D) contains mandatory terms and conditions to implement the reasonable and prudent measures that are associated with incidental take that is also specified in the BO Authorization under this Corps permit is conditional upon compliance with all of the mandatory terms and conditions associated with incidental take of the attached BO which terms and conditions are incorporated by reference in this permit Failure to comply with the terms and conditions associated with incidental take of the BO where a take of the listed species occurs would constitute an unauthorized take and it would also constitute non-compliance with this Corps permit The FWS is the appropriate authority to determine compliance with the terms and conditions of its BO and with the ESA

10 Statewide Programmatic Biological Opinion (SPBO) The Permittee shall comply with the endangeredthreatened nesting sea turtles (Chelonia mydas Eretmochelys imbricata Lepidochelys kempii Dermochelys coriacea Caretta caretta) and endangered West Indian manatee (Trichechus manatus) Reasonable and Prudent Measures and Terms and Conditions in Section A of the US Fish and Wildlife Services SPBO dated August 22 2011 (Attachmend E)

5

SAJ-1996-02789 Clam Pass Maintenance Dredge

11 Dredging The Permittee shall dredge the area from station 1 +00 through station 0+00 as the final portion of the operation and shall also conduct these dredging operations at low tide

12 Dredge Placement As this project is to restore the tidal exchange into Clam Bay and not for beach renourishment the Permittee shall place all dredge material above the mean high water line

This letter does not give absolute Federal authority to perform the work as specified on your application The proposed work may be subject to local building restrictions mandated by the National Flood Insurance Program You should contact your local office that issues building permits to determine if your site is located in a flood-prone area and if you must comply with the local building requirements mandated by the National Flood Insurance Program

If you are unable to access the internet or require a hardcopy of any of the conditions limitations or expiration date for the above referenced NWP please contact William DeFrance by telephone at 239-334-1975 extension 23

Thank you for your cooperation with our permit program The Corps Jacksonville District Regulatory Division is committed to improving service to our customers We strive to perform our duty in a friendly and timely manner while working to preserve our environment We invite you to take a few minutes to visit the following link and complete our automated Customer Service Survey httpregulatoryusacesurveycom Your input is appreciated- favorable or otherwise

Sincerely

William DeFrance Project Manager

Enclosures

Copy Furnished

Turrell Hall ampAssociates Inc

6

GENERAL CONDITIONS 33 CFR PART 320-330

PUBLISHED FEDERAL REGISTER DATED 13 NOVEMBER 1986

1 The time limit for completing the work authorized ends on date identified in the letter If you find that you need more time to complete the authorized activity submit your request for a time extension to this office for consideration at least one month before the above date is reached

2 You must maintain the activity authorized by this permit in good condition and in conformance with the terms and condition~ of this permit You are not relieved of this requirement if you abandon the permitted activity although you may make a good faith transfer to a third party in compliance with General Condition 4 below Should you wish to cease to maintain the authorized activity or should you desire to abandon it without a good faith transfer you must obtain a modification of this permit from this office which may require restoration of the area

3 If you discover any previously unknown historic or archeological remains while accomplishing the activity authorized by this permit you must immediately notify this office of what you have found We will initiate the Federal and state coordination required to determine if the remains warrant a recovery effort of if the site is eligible for listing in the National Register of Historic Places

4 If you sell the property associated with this permit you must obtain the signature of the new owner in the space provided and forward a copy of the permit to this office to validate the transfer of this authorization

5 If a conditioned water quality certification has been issued for your project you must comply with the conditions specified in the certification as special conditions to this permit For your convenience a copy of the certification is attached if it contains such conditions

6 You must allow a representative from this office to inspect the authorized activity at any time deemed necessary to ensure that it is being or has been accomplished in accordance with the terms and conditions of your permit

SAJ-1996-02789 Clam Pass Maintenance Dredge

Attachments to Department of the Army Nationwide Verification-3 Number SAJ-1996-02789

ATTACHMENT A- PERMIT DRAWINGS 13 pages dated 022513

ATTACHMENT B- ORIGINAL PERMITMODIFCATION DRAWINGS 27 pages

ATTACHMENT C- STANDARD MANATEE CONDITIONS FOR IN-WATER WORK 2011 2 pages

ATTACHMENT D- BIOLOGICAL OPIONON 68 pages

ATTACHMENT E- STATEWIDE PROGRAMMATIC BIOLOGICAL OPINION (excerpt) 22 pages

ATTACHMENT F- SELF-CERTIFICATION STATEMENT OF COMPLIANCE 1 page

ATTACHMENT G- PERMIT TRANSFER REQUEST 1 page

2

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT A

Permit Drawings

3

CONSTRUCTION PLANS CLAM PASS MAINTENANCE DREDGING

COLLIER COUNTY FLORIDA

LOCATION MAP

t SHEET INDEX

1 COVER SHEET AND LOCATION MAP 2 SITE PLAN WITH CONSTRUCTION ACCESS 3 SITE PLAN - DREDGE amp FILL 4 SITE PLAN - DREDGE amp FILL 5 TYPICAL INLET CROSS SECTION - DREDGE 6 CROSS SECTIONS - DREDGE 7 CROSS SECTIONS - DREDGE B CROSS SECTIONS - DREDGE 9 CROSS SECTIONS - DREDGE 1D CROSS SECTIONS - DREDGE 11 CROSS SECTIONS - DREDGE 12 CROSS SECTIONS - BEACH FILL 13 STATION CONTROL - DREDGE amp FILL VOLUME

j_ MHW 033 NAVD 1988

I J_18 168 I --- NGVD 1929

228 MLWI j middot--- __ MLLW

RELATIONSHIP BETWEEN NAVD 1988 NGVD 1929 MEAN HIGH WATER MEAN LOW

WATER AND THE MEAN LOWER LOW WATE TIDAL DATUM (1983-2DD1 EPOCH)

LABINS TIDE STATION NAPLES-GULF OF NOTES MEXICO NUMBER 872-5110

1 AERIAL PHOTOGRAPHS WERE TAKEN IN JANUARY 2D12 AND PROVIDED COURTESY OF COLLIER COUNTY PROPERTY APPRAISERS OFFICE 2 COORDINATES SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN DATUM OF 1983 EAST ZONE (NAD83) 3 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 4 NOTE THESE PERMIT DRAWINGS SHALL NOT BE CONSIDERED VALID FOR CONSTRUCTION PURPOSES UNLESS SIGNED AND SEALED BY EITHER

BRETT D MOORE P E 37326 KENNETH K HUMISTON PE 23326 MOHAMED DABEES P E lf58003 MARC DAMON PE 70615

5679 STRAND COURT NAPLES FL 3411 0 FAX (239) 594-2025 PHONE (239) 594-2021 wwwhurnlltgttnnnnrnnr-ltgt

Army Corps of Engineers File SAJ-1996-02789 Date 22513

- pound 1 _

Army Corps of Engineers File SAJ-1996-02789 Date 22513 Pltgtn-ltgt ) rvf 1 1

Army Corps of Engineers File SAJ-1996-02789 Date 22513

B c D E F G H I J K L M N 0 p Q

R s T u v w X y z

AA BB cc DO

3882294 3882590 3883503 3884494 3884983 3885366 3884585 3884874 3888558 3887526 3887855 3888540 3888076 3887188 3886940 3885844 3888007 3886177 3886144 3885913 3885732 3885594 3885204 3884835 3884445 3884054 3883584 3883149 3882289

6864033 6864179 6864586 6864831 6864893 6865236 6867151 6868233 6869815 6869157 6868769 6867433 6867167 6867812 6868267 6867539 6867341 6866860 6866351 6865816 6865287 6864780 6864389 6864042 6863687 6863332 6863151 6862907 6863582

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 D~n-a A + 1 l

TYPICAL DREDGE CUT FOR INLET STATIONS (0+00 TO 3+645) (STATION 1+00 SHOWN FOR REFERENCE ONLY)

--------~--~-7------=--= EXISTING( - o=sLOPE BEACH PROFILE (VARIES)

120--------------MHW +033 NAVD (161 NGVD)

---------------MLW -168 NAVD (-04 NGVD)

~1---------------BEACH COMPATIBLE SAND TO BE PLACED WITHIN THE FILL TEMPLATE LIMITS ON THE NORTH OR SOUTH SIDE OF THE PASS

-================= -58 (-45 NGVDl DESIGN CUT--J-------1-------l~- -63 NAVDNAVD ( -50 NGVD 05 OVER DEPTH ALLOWANCE 1-------45----shy

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013

5679 STRAND COURT NAPLES FL 341 10 FAX (239) 594-2025

~~tJ~~~2-~~~--~C~ 1 __ _

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 n --- c -C 11

STA -3+00

I NO DREDGING AT THIS STATION

TEIIPLATE SHOWN FOR REFtRENCE ONLY

-1QshyNORTH SOUTH

1 1 1-

1loo -dso -3oo -iso -ioo -1 so -1

1oo -~o 6 so

STA -1+50

-1QshyNORTH

_Joo -iso -~oo -iso -ioo

= NO DREDGING AT THIS STATION

TEUPLATE SHOWN FOR REFERENCE ONLY

-11so -11oo -bo 6

SOUTH

so 1

DISTANCE FROM BASEUNE (FEET) DISTANCE FROid BASEUNE (FEET)

~ 4

2 HW (+033)

8 ~-LW(-166)~~

z ~-4middot

sect-bull -8middot

-1oshyNORTH

- 1 ~~oo -~so -lao

STA -4+00

-iso -ioo

I I I

___)

NO DREDGING AT THIS STATION Tpound1-PLATE SHOWN FOR REFERENCE ONLY

-lso -oo -So 6

I

SOUTH

so 1

STA -2+50

- shy-8

-1Q-i NO~TH - 1 ~400 -~50 -300 -zso -zoo

= NO DREDGING AT THIS STATION

TEMPLATE SHOWN FOR REFERENCE ONLY

-fso -roo -so 0

I

SOUTH

so

w4

i Zmiddot

STA -1+00

- 114-W (+Oll)

-____or--shy ~ NO DREDGING AT THIS STATION

TEJPlATE SHOWN FOR REFtRENCE ONLY

-1DshyNORTH SOUTH

-12~~r----r----r--r----------------------~---~ -~oo -3so -3oo -zso -zoo -1so -100 -so o 50

DISTANCE FROM BASELINE (FEET)

8

6

4

2 MHW (+033)

MLW (-168)

NORTH

middot-shy --shy L

NOTES

STA -3+50

_U NO DREDGING AT THIS STATION

TEMPLATE SHOWN FOR REFERENCE ONLY

SOUTH

--shy --shy middot-shy --shy ~ T --DISTANCf fR014 BASELINE (FEET)

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL 2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC

DISTANCE FROM BASELINE (FEET) DISTANCE FROM BASEUNE (FEET)

STA -2+00 STA -0+50

~ 4 2 2middot

UHW (+033) - J 14HW (+Ol3)

MLW (-158) 1rH o ~ ~

NO DREDGING AT THIS STATION TtMPLATE SHOWN FOR REFtRENCE ONLY

NO DREDGING AT THIS STATION TEMPLATE SHOWN FOR REFERENCE ONIY -middot

-1DshyNORTH SOUTH NORTH SOUTH

1 -12_-------r--r-------~-----------------~~1 1 1-~so -~oo -iso -ioo -1 so -1 oo -~o 6 5o -4oo -gt5o -3oo -250 -zoo -150 -100 -so o so DISTANCE FROM BASEUNE (FEET) DISTANCE FROid BASEUNE (FEET)

DATUM OF 1988 (NAVD88)

FROM JANUARY 3 TO 11 2013

5679 STRAND CDURT NAPLES FL 34110 FAX (239) 594-202S ~_HN~J~~L-~~~-~0~1__ _

g 0

g z 0tishysectshy

-1

-1

0 4

~ z -

8 ~-2 z ~-4

sect-middot -middot -1Qshy

1- Joo

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 P~o-p n nf 1 i

000~ Il - shy

STA 0+00 STA 0+75

Dl

ULW -158)

o-4~ 4

2 2middot _ 14HW (+033) tIHW +033)

ii ~MLW ( middot) _z _2 z Q_4~-4 It

OESIGIIGUT(-5BWvtl)_ DtsGNCUT(-SftWYD)_ OVOotPTH(-6lWvtl)- 0VtRDEPTH(-6JWVll) shy-bull-1~-middot

hs] 111 CYFT DESIGN CUT -middot-middotmiddot [I] t1 CYFT OVER DEPTH CUT-1 -1

SOUTHNORTH SOUT~ -124-~---~~---r--------------------------- -12 1 1 I I I

-400 -350 -soo -250 -zoo -1 so -100 50 -400 -350 -too -iso -ioo -150 -100 -so so DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 0+25

s 4middot 0

3 2middot~j gt

-uH~5 )

tllW - ltltgt~ I

(-168)

DSIOIICUT(-SBtuvtl)_ OvtROtPTH(-SlWvtl) shy

hsJ 149 CYFT DESIGN CUT

CD 11 CYFT OVER DEPTH CUT -1 NORTH SO~TH I

I-smiddotso -300 -tso -too -fso -100 --o 0 50

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 1+25STA 0+50

~ bullmiddot ~ j~ ------ ~ -2middot z ~-4middot

bSj 146 CYFT DESIGN CUT ~-middot -middotmiddot CO 11 CfFT OVER DEPTH CUT-10

SOUTHNORTH SOUTH -121-~--~---------------------~-~-------~~ _0-400 -350 -300 -250 -200 -150 -100 -50 0 so 50

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

STA 1+00Dl 4

OESION CUT (-SB WVD) ___ DVERD[PTH(-SJNlvtl)-

-350 -300 -zso -zoo -150 -foo

SOUTH

50

~HW(+o-gt1

z ~-4 gtij-6

-middot -10

-124-~------r-----~-----~--r--~~--~-------~~ -400 -350 -300 -2so -200 -1so -100 -so o so

DISTANCE FROM BASEUNE (FEET)

STA 1+75

0 4

~ 2

-- oj~~HW ------~--==-~~~~~$~gtlt--11(+o~J8 MLW (-168) ~ -~- _ ~ bull_r

~-2 z ~-4

DtsiGNClJT(-5BNAVD)_sect-s OVERDiiTN(-5JIUVD)-

rs) 202 CYFT DESlCN CUT-middot [[]) 12 CYFT OVER DEPTH CUT-10

SOUTI-I -12 I NO~TH I l I l [ I I I

-4DO -~so -30D -zso -zoo -1so -100 -so b so

DISTANCE FROM BASEUNE (FEET)

STA 2+00

0 4

~jbullHW(+033) ~~ ~ I8 MlW (-168) ~-2

~-4 DtSIGIICliT(-58NlVD)_

~-6 ovt~ otrm (-~5middot wvo) shy

SOUTH

-too -fso -foo -so 50

DSTANCE FROM BASEUNE (FEET)

-middot -1

-3oo -tso

5679 STRAND COURT NAPLES FL 3411 D FAX (239) 594-2025 PHONE (239) 594-2021 wwwhumlstonandmoorecom

STA 1+50

D[SIGNCUT(-58Wvtl)_ DVEROtPTH(-6JHIIVll) shy

bSJ 228 CYFT DESIO~ CUT

ITJ] ll CYFT OVER DEPTH CUT

middotNORTH SOUTH

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 o- 7 f 1 ~

-350 -3oo -tso -too -1so -foo

3a-l TY~TUololJ

-1

~ 274

OJ 27 CYFT OVER

NORTH

-fSO

STA 5+00STA 2+25 STA 4+10

~ 4 ~4

000(-1

DESGtIGUT(-58WAV0)_1 DVEROEPTII(-5ltllvtl)-

~4 Iltt 2middot lt~2middotlt~3 ~IIHW +0bull 33) w (+middot) = I I ~38

2ojw (-168) v=8SSSYg__jbullLw (-168) I ~-2 z

~-2 ~-4 OESIGNCUT-SINAVD)_ bgt) gtI)-)) G~E~~~=~~~~-3 ~-6 OVGDEPIH(-SJIUVD)shy

D 121 CYFT DESH3N CUT-41 [SJ 171 CfrT DESIGN CUT CYFT OESICN CUT-middotmiddot ITJ] 11 ((FT OVER DEPTH CUT DEPTH CUT-sl rn 11 CfFT OVER DEPTH CUT -10 tIORTH SOUTH NORTH SOUTH SOUTH

1 1 -12~~--~------~---~---~~--~---------------~-~Joo -$so -~oo -dso -doo -t so -1 oo -1( 6 sh -400 -350 -300 -250 -200 -150 -100 -50 -foo -so so 100 150 200 DISTANCE FROU BASEUNE (FEET) DISTANCE FRO~ SASEUNE (FEET) DISTAHCE FROliC BASELIHE (fEET)

STA 2+50

0~ 4 gt2 2middot 2

-l ti ~ sect_4

4

2 JIHW +033)

STA 3+30

0-2Jw (-16

8) ~-ltgt~ I

D 17 CYFT DESIGN CUT

ITJJ t I CYFT OVER DEPTH CUT

NORTH SOUTH 1 1 1 1-ioo b 1

~ d-6 -8

-10 SOUTH

50 -tJoo -~so -3oo -dso -tso -1 oo -ho so -roo -50 5middoto 100 150 200 DISTANCE FRO~ BASEUNE (FEET) DISTAHCE FROM BASELIHE (FEET)

STA 3+645 STA 5+10

0 4~4 2middot

3 2 JMHW +033)-_J~ ti 0

8~ -2jw (-168) B0 jw (-16 )~-2

~-4 ~-4middot 100--000-0

f ) 1 I 1 ) IYi ~E~~ ~ ~~~~-6 ~-6 -8 [Sj 108 CYFT DESIGN CUT -8 (sJ 248 CYrT OESlGN CUT

ITJ] 11 CYFT OYER DEPTH CUT rn 27 cvrr ovER DEPTH cuT-10 -1 NORTH SOUTH NORTH SOUTH

1 1

--p~ I

1 1 15middoto -tJoo -~so -ioo -dso -ioo -1 so -1 oo -~o b sh -1doo -1 so -1 oo -~o 6 sh 16o H~o 20

DISTANCE FROM BASELINE (FEET) DISTANCE FROid BASEUNE (fEET) DISTANCE FROliC BASELINE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 PRECDNSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

5679 STRAND COURT NAPLES FL 34110 FAX (239) 594-2025 ~_H_(NtJf_~~Ll~-~~1__ _

_ o-=IIIHW l-t0bull5Y) oogt~ lt(y

~G~~ ~==~ ~~~ ~

~ 4

~ 2middot

[SJ 145 CYFI DESIGN CUT

[I] 11 CfFT OV[R DEPTH CUT

NORTH

-350 -300 -250 -200 -150

DISTANCE FROtt BASEUNE (FEET)

STA 2+75

-foo -~o

_ o-=IMHW t+0bull55) ~ (

o~~~ ~~ ~~ -1

-250 -200 -fso -100 -middotbullO

SOUTH

-1

~ 275 CYFT DESIGN CUT

[I] 26- CYFT OVER DEPTH CUT

NORTH

-fso

STA 4+60

SOUTH

Army Corps of Engineers File SAJ-1996-02789 Date 22513 PltoP R of 1 i

STA 5+60

~4 2middot3 JMHW (+033)

IALW -168

) gt gt ) gtJ==~~~a~ ~=~ ~~

[Sj 185 CYfrT DESIGN CUT

21 CYFT OVER DEPTH CUT

NORTH SOUTH

-fso -foo -50 o smiddoto

[I]

200 DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 6+10 STA 7+50

-obull ~ 4middot

~ 2middot t

2 J11HW (+033)I

~ O MLW (-168) --2 z

~ btsiGNCUT(-UNIVll)

K ( 6 ( 1 0r J ==~o~E~~ ~ ~~ titCt--==OVEDEPTH(-IlIIVll)= [Sj 17 rtFT DESIGN CUTCYFT DESIGN CUT -8

m 07 CYFT OYER DEPTH CUT

- nJMnn TVogtgt)

~LW (-168)

[Sj 109

oJ 17

NORTH

-rso 260 -tdoo -lso -ioo -bo 6 5b tdo 1Jo 260

rrjFT OVER DEPTH CUT -10

WEST EASTSOUTH

-foo -so 5o 100 1$0 200 -1Joo -115o -loa -~o 6 sb 16o 1o

STA 8+50STA 7+10

~ 4middot0 4

i MHW (+033)

Ef oj~ALw (-168) --2 ~0 gtonn bullbull

[SJ 105 CYFT

~~~~--------------~==~-=====~~===========]z ~-4 _J Hmiddot)_____ I_ DESIGNOE~~ (-51 NIVD) yf 5 (I) ((I f (I 9rf ==~c~~~ ~ ~

-~~-6 -8-J bS) 16 ClFT DESIGN CUT DESIGN CUT

CD tD ClFT OVER DEPTH CUT ITJ 22 CYFT OVER DEPTH CUT-10 -10

WEST EAST WEST EAST 1_Joo -11 -11 -~o b sb 1Jo 1~0 2o -t_Joo so 1oo -~o 6 5h 1Jo tdo 2amposo oo -1 -1

DISTANCE FROM BASEUNE (rEET)

STA 9+00

0 4

MHW +D33) 0

ti jMtw lt us) ~x_ lt_z z ~-4middot -lt Ilt ( ( ((Ilt (t) I ~~ ~~ =~~~

~-middot -8-J bSJ 127 CfFT DESIGN CUT

rn 25 CYFT OYER DEPTH CUT-10 WEST EAST

I)

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 8+00 STA 9+50STA S+SO

0 4middot~4 ~4 ~ 2middot MHW (+055) MHW (+D33bull) ~MHW (+033)

E0 loLW (-168)li jMLW ( 168) I I

shy

I emiddotojMLW ( 168) 7 ~ I I --2 --2 -z

z-~--~ DESIGNCUT(-bullsNIVb)~-4 ~-4middot~-4 _DESIONCUT(-5 5HAVD) ~==WEI1DEItH(-53NIVIl)-DVERDEPTH(-551UVIl)~-middot ~-middot ~-middot

-B-J rs) 52 cfFT DESIGN CUT [Sj 108 CfFT DESIGN CUT-8-l [Sj 31 CIFT DESIGN CUT -8 [I] 14 CYFT OYER DEPTH CUT ITJ 26 Cln OVER DEPTH CUTrn 11 CIFT OVER DEPTH CUT -10-10 -10 WEST EASTNORTH SOUTH WEST EAST

_~2tOO~r-~-r-~-~-r~~~--~~---------=~~ -12 j I I I Q l Q I 6 -1z-r--r----r----r----r----r--r--~--------_ -150 -roo -so 200 -200 -15o -too -so so 1 o 1so 2 a -200 -ISO -100 --o 50 200

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

5679 STRAND COURT NAPLES FL 34110 FAX (239) 594-2025 PHONE (239) 594-2021 wwwhum1stonandmoorecom

Army Corps ofEngineers File SAJ-1996-02789 Date 22513

8 STA 10+00

6

lt I2 4

MHW (+0bull 53)

li E l MLW (-16S) ~ 1amp-2middot z z

Q-4middot0 ~ I NO OREOGINO AT THIS STATION ~-~=

TEIIPLATE SHOWN fOR REfERENCE ONLY

4

-10

-12middot

6

4

2 MHW (+03J)

STA 10+19

UIW (-168)

NORTH

~ ~J NO DREDGING AT THIS STATION

TEUPLAT SHOWN FOR REFERENCE ONLY

SOUTH

-no -150 -100 -so b 50 ulo do 2

8

6

B

lt ~ 23 1

4

g g z 0 6

i- ~-

~- ~-

_-I o-_ 1gtshy

-I

1gt- WEST EAST __ ~ J--- middotshymiddot-- middot- middotshy

DISTANCE FROM BASEUNE (FEET)

DISTANCE FROM BASEUNE (FEET)

STA 10+50

s

)

~ 6 i shy

shyNO DREDGING AT THIS STATION shy

TEMPLATE SHOWN FOR REFERENCE ONLY

-I )

NORTH SOUTH _

200 shy-rso -foe DISTANCE FROM BASEUNE (FEET)

NOTES

STA 11+00

I

MHW (-+033)

MLW (-168)

NORTH

~ A NO DREDGING AT THIS STATION

TtMPLATE HDWN fOR REFERENCE ONLY

SOUTH

DISTANCt FROM BASEUNE (FEET)

STA 11+50

MHW +033)

MLW (-168)

~ J NO DREDGING AT THIS STATION

Tpound14PLATE SHOWN fOR REFERENCE ONLY

NORTH SOUTH

DISTANCE fRO~ BASEUNE (FEET)

STA 12+00

ltHW (-+033)

IILW ( 168)

~ NO DREDGING AT THIS STATION

TEI4PLATE SHOWN FOR REFERENCE ONLY

NORTH SOUTH

00 -1SD -100 -so 6 50 100 ISO 2

DISTANCE FROM BASEUNE (FEET)

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

1 lt-4 gt2

loHW (+053)

9 0

-2 z ~-4

STA 13+00

~ ~-middot

-6

NO DREDGING AT THIS STATION SHOWN FOR

REFERENCE ONLY

-10 NORTH

-12 -200 -150 -100 -50 50

DISTANCE FROid BASEUNE (FEET)

100

SOUTH

I 0 200

1 lt-4

2middot lo1HW (+053)

STA 1l+50

-z ~-4g-6

-8

-10 NORTH

-12 -200 -150 -100

~ NO DREDGING AT THIS STATION SHOW~gt~ FOR

REFERENCE ONLY

-50

SOUTH

200

DISTANCE FROid BASEUNE (FEET)

B STA 14+00

6

I 4

2 MHW (+OJ3)

go- MLW (-168) I z sshy~-

~ NO DREDGING AT THIS STATION SHOWN FOR

REFERENCE ONLY

NORTH SOUTH

-- middotshyDISTANCE fROid BASEUNE (FEET)

5679 STRAND COURT NAPLES Fl 3411 0 FAX (239) 594-2025 PHONE (239) 594-2021 www_huiTlhdonondmonre_com

Army Corps of Engineers File SAJ-1996-02789 Date 22513 n_ -- 1 A - 1 -

STA 16+00 STA 17+50STA 14+50 sshy 1 c 4middot~ 4middot 5

4 ~ 2middot gt

2 IAHW (+033)- IIHW (+033)

0 -3 2middot ltmiddot

EAST

-fSO

bull1bull0~--------~~~==~~======= ~ MLW (-168) t-2middot

~ -z MLW (-168)

~-4NO DREDGING AT THIS STATION SHOWN FOR

REFERENCE ONLY NO DREDGING AT THIS STATION NO DREDGING AT THIS STATION~-6i~= TEIAPLATE SHOWW FOR REFERENCE ONLY TEIAPLATE SHOWN FOR REFERENCE ONLY

-8middot-8middot

-10-1DshyWEST

1 1WESTNORTH SOUTH ~ EAST

-12 I I I I I -

1dao -t so -1 oo _o 6 sh t6o do 2o -fOO -raquo0 0 Sb 100 150 200 -200 -150 -100 -~0 0 5o tampo 150 200

DiSTANCE FR04 BASELINE (FEET) DISTANCE FROM BASEliNE (FEET) DIS)ANCE FROM BASEUNE (FEET)

8

6 STA 16+50

bull 2

o1HW (+033)

loLW (-168) --

middotshy I 6middot

NO DREDGING AT THIS STATION

8shy TDIPtATE SHOWN FOR REFERENCE ONLY

o- EAST WEST

L

STA 15+00 STA 18+00

1

I 0 4middot gt2

IIHW (+033)

8 0 ldlW (-1688 ~-2I ~-

~-4~ NO DREDGING AT THIS ~= STATION SHOWN FORlt REFERENCE ONLf~-6NO DREDGING AT THIS STATION

TEIIPLATE SHOWN FOR REFERENCE ONLY -8

-1 -10 EAST WEST

-1DshyWEST

-12 1 I I I ~ EAST

_Joo -11so -11oo -~o 6 sb H~D do 2bo -1 -200 -150 -loa -~0 0 100 1~0 200

DISTANCE FROJA BASEUNE (FEET) DISTANCE FR0-4 BASEliNE (FEET) DISTANCE FROU BASELINE middot~ (FEET)

8 STA 15+50

8 STA 17+00

66

~ 4middot

STA 18+28

IAHW (+033)

MIW ( ts8) ---

EAST

NO ORE~ STATION SHOWN FOR

REFERENCE ONLY

WEST

~00 -150 -100 -so 0 50 100 1so 21

bull I bull 2 2I bull ldHW (+033)lo4HW +033)

ti 0ti MLW (-168) I _fEu-loLW (-168) ~ ~-2middot~-2

~ J~5 bull 55 ~=-middot ~

~-

~=6 a-sNO DREDGING AT THIS STATIONNO DREDGING AT THIS STATION~-TEMPLATE SHOWN FOR REFERENCE ONLfTEiolPlATpound SHOWN FOR REFERENCE ONLY 8 -8middot

-1 -10-1 o- EAST WEST -12

EAST WEST -12-1

middot200 -150 -tOO 50 100 1 0 21 -200 -150 -100 -so 0 50 100 150 2 I

DISTANCE FROM BASEUNE (FEET) DISTANCE FR0-4 BASEliNE (FEET) DISTANCE FROM BtSEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVDBB) 2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

5679 STRAND COURT NAPLES Fl 34110 FAX (239) 594-2025 PHONE 239) 594-2021 wwwhumistonandmoorecom

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 PltgtltHgt 11 rvt 11

o

R-38 R-39

NO FILL AT THIS STATION SHOWN NO FILL AT THIS STATION FOR REFERENCE ONLY SHOWN FOR REFERENCE ONLY

1-1 oL----------------------- 0 200

DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

R-41 R-42

NO FILL AT THIS STATION THIS STATION SHOWN FOR REFERENCE REFERENCE ONLYONLY SHOWN FOR

NO FILL AT

DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

NOTES

1 RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 2 COORDINATES SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN DATUM OF 1983 EAST ZONE (NAD83) 3 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)

R-40+725R-40

10

NAVD0

~ 5 z

t lw 033 NAVDI0 (MHWL)-168 NAVD

(MLW) I~ Isect

-5 1gt0 1771 FILL TEMPLATE 18 lLLJ 62 CYFT gt

-10~--------------L-------------------

I~ f-

1~ 68 NAVDI g

(MLW) I~

I~ I~ w lLLJ 73 CYFT

II NAVD

1771 FILL TEMPLATE

0 zoo 0 200 DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

NO FILL AT THIS MONUMENT SHOWN FOR VOLUMETRIC CALCULATION ONLY

R-43 R-44

10

_ 66 NAVDlb 66 NAVD ------4-7 NAVD

I-z 033 NAVD (MHW)-lt-----033 NAVD (MHW) li -168 NAVD (MLW) -168 NAVD (MLW)15

li-5

I~ 1771 FILL TEMPLATEI~ lLLJ 41 CYFT

0 1-101~---------L_---------~------------

200 0 200 SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

4 NORTH AND SOUTH LIMITS OF BEACH FILL TEMPLATE WITHIN MAXIMUM LIMITS SHOWN ON PERMIT PLANS BY PBSampJ DATED 7312012

5 ALL FILL TO BE PLACED UPLAND OF THE GULF OF MEXICO MHWL AND WITHIN THE LIMITS OF THE BEACH FILL TEMPLATES ON 5679 STRAND COURTPERMIT PLANS BY PBSampJ DATED 731 2012 NAPLES FL 3411 0

6 AREA LANDWARD OF DUNE FILL TO BE GRADED BASED ON SITE CONDITIONS AT THE TIME OF CONSTRUCTION FAX (239) 594-2025 PHONE (239) 594-2021 wwwhumlstonandrnoorecom

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 Pltgto- 1 J --f 1 ~

~

- 6Sm11S ~ 14ltgt5_ -6 ~ 14ltgt5 11 33361SZ 1laquo5- 61lt1gt073 ~ -- 3a3-n35 14ltU$ SS70tiLgtS 14gtgtS ~ 8EitG4S =ltl6S 1laquo5 NOOOEiGlNGATiHESiE~noNS 10054 ~1 1CS 6Se355 3secto7113 -__ a=1 -middot

~7 ~~ 7ltru) - mlS ~ - =

Q611SS =

t iiNIPLAf~ iNFCiRMAfloR ~fiOBLISHEti fiY DEP) MONUMENT ESTIMATED AVAiLABLE AVAILABLE

MONUMENT NORTHING EASTlNG AZIMUTH ELEVATION EFFECTIVE FILL FILL ID NAvebull DISTANCE VOLUME VOLUME

FEET) (FEET) DEGREES) FEET (FEET) (CVIFTI CVJ R-38 6898181 3fSI7837 2700 373 R-39 13887995 3B78747 2700 484 R-40 6877938 3879638 2700 297 500 82 3100 R40+725 13870688 3879638 2700 180 73 1314 R-41 BS67856 3880516 2700 324

middotroTAL AVAILABLEVOWME-NORTH FILL TEMPLATE 4414 0gt50 6882954 3879149 1795 100 92 920 1gt50 6862963 3880149 1795 100 206 2000 2gt50 6862972 31l81149 1795 100 139 1390

TOTAL AVAILABLE VOLUME -INLET FILL TEMPLATE 4370 R-42 6B57310 3192004 2650 423 R-43 6846923 3882485 2700 484 1300 36 4680 R-44 6837015 3883591 2700 674 550 41 2255

roTAL AVAILABLE VOWME -SOUTH FILL TEMPLATE 6935 TOTAL AVAILABLE VOLUME -ALL FILL TEMPLATESlt 15719

INLET FILL TEMPATE SECTIONS

STA D+SD

J-----255------- shy10 NAVD

92 CYFT FlU VOLUME

145 CYFT DESIGN CUT

11 CYFT OVER OEPTH CUT

SOUTH

-sao -400 -350 -300 -250 -200 -fso -foo -so 50 DISTANCE FROio BASEUNE (FEET)

t2j ~ ----J w lt-bullmiddotI sect_ ~ d-6

-middotmiddot -10

[ZJ 206 CYFT FILl YOLUI4E DESICWttrr[-5BNAVD)_I OVDDtPlH(-6StiAVO)shy

[Sj 228 CYFT DESIGN CUT

[[]] 12 CYFT OYER DEPTH CLJT

NORTI-I SOUTH

-lJoo -iso -ioo -iso -doo -11so -11oo -~o amp sh J

DISTANCE FROM BASELINE (FEET)

[ZJ 139 CfrT FILL VOLUUE

bSJ 14-5 CfFT OESIGN CUT

[I] 11 CYFT OVER DEPTH

NORTH

-150 -100

STA 2+50

t~SICIICUT(-551UVO)_

DVVI0[Pffi(-65MAVD)-

CUT

SOUTH

-250 -200 -fSO -faa 50 DISTANCE FROM BASEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)

2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM

JANUARY 3 TO 11 2013 4 FILL TEMPLATE LOCATION BASED ON PERMIT PLANS BY PBSampJ DATED 7312012

5679 STRAND COURT NAPLES FL 34110 FAX (239) 594-2025 PHONE (239) 594-2021 wwwbullhumlstQnandmoorecom

Army Corps of Engineers File SAJ-1996-02789 Date 22513 P~w-P 1~ nf 1~

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT B

Original PermitModification Drawings

4

Nov 24 1997 - 101327 DCWG010JPR079S2

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~---Approximate Ending Point

~~~--Approximate Beginnin9 Point

0 ()

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PURPOSES ONLY

PROJECT

APPLICANT

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452(1)

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TYPICAL CUT SECTIONS

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WILSON

MILLER

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199602789(IP-CC) APR6 1998

-~--~ ~

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199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 15 OF 21

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT C

Standard Manatee Conditions for In-Water Work

5

STANDARD MANATEE CONDITIONS FOR IN-WATER WORK 2011

The permittee shall comply with the following conditions intended to protect manatees from direct project effects

a All personnel associated with the project shall be instructed about the presence of manatees and manatee speed zones and the need to avoid collisions with and injury to manatees The permittee shall advise all construction personnel that there are civil and criminal penalties for harming harassing or killing manatees which are protected under the Marine Mammal Protection Act the Endangered Species Act and the Florida Manatee Sanctuary Act

b All vessels associated with the construction project shall operate at Idle SpeedNo Wake at all times while in the immediate area and while in water where the draft of the vessel provides less than a four-footclearance from the bottom All vessels will follow routes of deep water whenever possible

c Siltation or turbidity barriers shall be made of material in which manatees cannot become entangled shall be properly secured and shall be regularly monitored to avoid manatee entanglement or entrapment Barriers must not impede manatee movement

d All on-site project personnel are responsible for observing water-related activities for the presence of manatee(s) All in-water operations including vessels must be shutdown if a manatee(s) comes within 50 feet of the operation Activities will not resume until the manatee(s) has moved beyond the 50-foot radius of the project operation or until 30 minutes elapses if the manatee(s) has not reappeared within 50 feet of the operation Animals must not be herded away or harassed into leaving

e Any collision with or injury to a manatee shall be reported immediately to the Florida Fish and Wildlife Conservation Commission (FWC) Hotline at 1-888-404-3922 Collision andor injury should also be reported to the US Fish and Wildlife Service in Jacksonville (1-904-731-3336) for north Florida or Vero Beach (1-772-562-3909) for south Florida and to FWC at I mperiledSpeciesmyFWCcom

f Temporary signs concerning manatees shall be posted prior to and during all in-water project activities All signs are to be removed by the permittee upon completion of the project Temporary signs that have already been approved for this use by the FWC must be used One sign which reads Caution Boaters must be posted A second sign measuring at least 8 by 11 explaining the requirements for Idle SpeedNo Wake and the shut down of in-water operations must be posted in a location prominently visible to all personnel engaged in water-related activities These signs can be viewed at MyFWCcommanatee Questions concerning these signs can be sent to the email address listed above

I Iii

Ill I All project vessels

IDLE SPEE NO AK

When a manatee is within 50 feet of work all in-water activities must

UT

IIi i it r i jur trt t bull

ild I 1-888-404-FWCC(3922)

orcell

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT D

Biological Opinion

6

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT E

Statewide Programmatic Biological Opinion

7

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT F

Self-Certification Statement of Compliance

8

--------------------

---------------------------------------------------------

-----------------------------------------------------

----------------

----------------------------

SELF-CERTIFICATION STATEMENT OF COMPLIANCE

Permit Number NW-3 Application Number SAJ-1996-02789

Permittees Name amp Address (please print or type)

Telephone Number

Location of the Work

Date Work Started Date Work Completed ________________

Description of the Work (eg bank stabilization residential or commercial filling docks dredging etc)

Acreage or Square Feet of Impacts to Waters of the United States

Describe Mitigation completed (if applicable)

Describe any Deviations from Permit (attach drawing(s) depicting the deviations)

I certify that all work and mitigation (if applicable) was done in accordance with the limitations and conditions as described in the permit Any deviations as described above are depicted on the attached drawing(s)

Signature of Permittee

Date

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT G

Permit Transfer Request

9

DEPARTMENT OF THE ARMY PERMIT TRANSFER REQUEST

PERMIT NUMBER SAJ-1996-02789

When the structures or work authorized by this permit are still in existence at the time the property is transferred the terms and conditions of this permit will continue to be binding on the new owner(s) of the property Although the construction period for works authorized by Department of the Army permits is finite the permit itself with its limitations does not expire

To validate the transfer of this permit and the associated responsibilities associated with compliance with its terms and conditions have the transferee sign and date below and mail to the US Army Corps of Engineers Enforcement Section Post Office Box 4970 Jacksonville FL 32232shy0019

(TRANSFEREE-SIGNATURE) (SUBDIVISION)

(DATE) (LOT) (BLOCK)

(STREET ADDRESS) (NAME-PRINTED)

(MAILING ADDRESS)

(CITY STATE ZIP CODE)

Page 5: JACKSONVILLE DISTRICT CORPS OF ENGINEERS …...FORT MYERS, FL 33919 REPLY TO ATTENTION OF Regulatory Division FEB 2 8 2013 South Permits Branch/Fort Myers Section SAJ-1996-02789 (NWP-WDD)

SAJ-1996-02789 Clam Pass Maintenance Dredge

any deviations on the Self-Certification Form does not constitute approval of any deviations by the Corps

7 Regulatory Agency Changes Should any other regulatory agency require changes to the work authorized or obligated by this permit the Permittee is advised that a modification to this permit instrument is required prior to initiation of those changes It is the Permittees responsibility to request a permit modification from the Fort Myers Regulatory Office

8 Manatee Protection Measures The Permittee shall comply with the Standard Manatee Conditions for In-Water Work FWC 2011 (Attachment C)

9 Biological Opinion (BO) This Corps permit does not authorize the Permittee to take an endangered species in particular the piping plover (Charadrius melodus) In order to legally take a listed species the Permittee must have separate authorization under the Endangered Species Act (ESA) (eg an ESA Section 10 permit or aBO under ESA Section 7 with incidental take provisions with which the Permittee must comply) The enclosed US Fish and Wildlife Service (FWS) Biological Opinion (BO) (Attachment D) contains mandatory terms and conditions to implement the reasonable and prudent measures that are associated with incidental take that is also specified in the BO Authorization under this Corps permit is conditional upon compliance with all of the mandatory terms and conditions associated with incidental take of the attached BO which terms and conditions are incorporated by reference in this permit Failure to comply with the terms and conditions associated with incidental take of the BO where a take of the listed species occurs would constitute an unauthorized take and it would also constitute non-compliance with this Corps permit The FWS is the appropriate authority to determine compliance with the terms and conditions of its BO and with the ESA

10 Statewide Programmatic Biological Opinion (SPBO) The Permittee shall comply with the endangeredthreatened nesting sea turtles (Chelonia mydas Eretmochelys imbricata Lepidochelys kempii Dermochelys coriacea Caretta caretta) and endangered West Indian manatee (Trichechus manatus) Reasonable and Prudent Measures and Terms and Conditions in Section A of the US Fish and Wildlife Services SPBO dated August 22 2011 (Attachmend E)

5

SAJ-1996-02789 Clam Pass Maintenance Dredge

11 Dredging The Permittee shall dredge the area from station 1 +00 through station 0+00 as the final portion of the operation and shall also conduct these dredging operations at low tide

12 Dredge Placement As this project is to restore the tidal exchange into Clam Bay and not for beach renourishment the Permittee shall place all dredge material above the mean high water line

This letter does not give absolute Federal authority to perform the work as specified on your application The proposed work may be subject to local building restrictions mandated by the National Flood Insurance Program You should contact your local office that issues building permits to determine if your site is located in a flood-prone area and if you must comply with the local building requirements mandated by the National Flood Insurance Program

If you are unable to access the internet or require a hardcopy of any of the conditions limitations or expiration date for the above referenced NWP please contact William DeFrance by telephone at 239-334-1975 extension 23

Thank you for your cooperation with our permit program The Corps Jacksonville District Regulatory Division is committed to improving service to our customers We strive to perform our duty in a friendly and timely manner while working to preserve our environment We invite you to take a few minutes to visit the following link and complete our automated Customer Service Survey httpregulatoryusacesurveycom Your input is appreciated- favorable or otherwise

Sincerely

William DeFrance Project Manager

Enclosures

Copy Furnished

Turrell Hall ampAssociates Inc

6

GENERAL CONDITIONS 33 CFR PART 320-330

PUBLISHED FEDERAL REGISTER DATED 13 NOVEMBER 1986

1 The time limit for completing the work authorized ends on date identified in the letter If you find that you need more time to complete the authorized activity submit your request for a time extension to this office for consideration at least one month before the above date is reached

2 You must maintain the activity authorized by this permit in good condition and in conformance with the terms and condition~ of this permit You are not relieved of this requirement if you abandon the permitted activity although you may make a good faith transfer to a third party in compliance with General Condition 4 below Should you wish to cease to maintain the authorized activity or should you desire to abandon it without a good faith transfer you must obtain a modification of this permit from this office which may require restoration of the area

3 If you discover any previously unknown historic or archeological remains while accomplishing the activity authorized by this permit you must immediately notify this office of what you have found We will initiate the Federal and state coordination required to determine if the remains warrant a recovery effort of if the site is eligible for listing in the National Register of Historic Places

4 If you sell the property associated with this permit you must obtain the signature of the new owner in the space provided and forward a copy of the permit to this office to validate the transfer of this authorization

5 If a conditioned water quality certification has been issued for your project you must comply with the conditions specified in the certification as special conditions to this permit For your convenience a copy of the certification is attached if it contains such conditions

6 You must allow a representative from this office to inspect the authorized activity at any time deemed necessary to ensure that it is being or has been accomplished in accordance with the terms and conditions of your permit

SAJ-1996-02789 Clam Pass Maintenance Dredge

Attachments to Department of the Army Nationwide Verification-3 Number SAJ-1996-02789

ATTACHMENT A- PERMIT DRAWINGS 13 pages dated 022513

ATTACHMENT B- ORIGINAL PERMITMODIFCATION DRAWINGS 27 pages

ATTACHMENT C- STANDARD MANATEE CONDITIONS FOR IN-WATER WORK 2011 2 pages

ATTACHMENT D- BIOLOGICAL OPIONON 68 pages

ATTACHMENT E- STATEWIDE PROGRAMMATIC BIOLOGICAL OPINION (excerpt) 22 pages

ATTACHMENT F- SELF-CERTIFICATION STATEMENT OF COMPLIANCE 1 page

ATTACHMENT G- PERMIT TRANSFER REQUEST 1 page

2

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT A

Permit Drawings

3

CONSTRUCTION PLANS CLAM PASS MAINTENANCE DREDGING

COLLIER COUNTY FLORIDA

LOCATION MAP

t SHEET INDEX

1 COVER SHEET AND LOCATION MAP 2 SITE PLAN WITH CONSTRUCTION ACCESS 3 SITE PLAN - DREDGE amp FILL 4 SITE PLAN - DREDGE amp FILL 5 TYPICAL INLET CROSS SECTION - DREDGE 6 CROSS SECTIONS - DREDGE 7 CROSS SECTIONS - DREDGE B CROSS SECTIONS - DREDGE 9 CROSS SECTIONS - DREDGE 1D CROSS SECTIONS - DREDGE 11 CROSS SECTIONS - DREDGE 12 CROSS SECTIONS - BEACH FILL 13 STATION CONTROL - DREDGE amp FILL VOLUME

j_ MHW 033 NAVD 1988

I J_18 168 I --- NGVD 1929

228 MLWI j middot--- __ MLLW

RELATIONSHIP BETWEEN NAVD 1988 NGVD 1929 MEAN HIGH WATER MEAN LOW

WATER AND THE MEAN LOWER LOW WATE TIDAL DATUM (1983-2DD1 EPOCH)

LABINS TIDE STATION NAPLES-GULF OF NOTES MEXICO NUMBER 872-5110

1 AERIAL PHOTOGRAPHS WERE TAKEN IN JANUARY 2D12 AND PROVIDED COURTESY OF COLLIER COUNTY PROPERTY APPRAISERS OFFICE 2 COORDINATES SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN DATUM OF 1983 EAST ZONE (NAD83) 3 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 4 NOTE THESE PERMIT DRAWINGS SHALL NOT BE CONSIDERED VALID FOR CONSTRUCTION PURPOSES UNLESS SIGNED AND SEALED BY EITHER

BRETT D MOORE P E 37326 KENNETH K HUMISTON PE 23326 MOHAMED DABEES P E lf58003 MARC DAMON PE 70615

5679 STRAND COURT NAPLES FL 3411 0 FAX (239) 594-2025 PHONE (239) 594-2021 wwwhurnlltgttnnnnrnnr-ltgt

Army Corps of Engineers File SAJ-1996-02789 Date 22513

- pound 1 _

Army Corps of Engineers File SAJ-1996-02789 Date 22513 Pltgtn-ltgt ) rvf 1 1

Army Corps of Engineers File SAJ-1996-02789 Date 22513

B c D E F G H I J K L M N 0 p Q

R s T u v w X y z

AA BB cc DO

3882294 3882590 3883503 3884494 3884983 3885366 3884585 3884874 3888558 3887526 3887855 3888540 3888076 3887188 3886940 3885844 3888007 3886177 3886144 3885913 3885732 3885594 3885204 3884835 3884445 3884054 3883584 3883149 3882289

6864033 6864179 6864586 6864831 6864893 6865236 6867151 6868233 6869815 6869157 6868769 6867433 6867167 6867812 6868267 6867539 6867341 6866860 6866351 6865816 6865287 6864780 6864389 6864042 6863687 6863332 6863151 6862907 6863582

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 D~n-a A + 1 l

TYPICAL DREDGE CUT FOR INLET STATIONS (0+00 TO 3+645) (STATION 1+00 SHOWN FOR REFERENCE ONLY)

--------~--~-7------=--= EXISTING( - o=sLOPE BEACH PROFILE (VARIES)

120--------------MHW +033 NAVD (161 NGVD)

---------------MLW -168 NAVD (-04 NGVD)

~1---------------BEACH COMPATIBLE SAND TO BE PLACED WITHIN THE FILL TEMPLATE LIMITS ON THE NORTH OR SOUTH SIDE OF THE PASS

-================= -58 (-45 NGVDl DESIGN CUT--J-------1-------l~- -63 NAVDNAVD ( -50 NGVD 05 OVER DEPTH ALLOWANCE 1-------45----shy

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013

5679 STRAND COURT NAPLES FL 341 10 FAX (239) 594-2025

~~tJ~~~2-~~~--~C~ 1 __ _

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 n --- c -C 11

STA -3+00

I NO DREDGING AT THIS STATION

TEIIPLATE SHOWN FOR REFtRENCE ONLY

-1QshyNORTH SOUTH

1 1 1-

1loo -dso -3oo -iso -ioo -1 so -1

1oo -~o 6 so

STA -1+50

-1QshyNORTH

_Joo -iso -~oo -iso -ioo

= NO DREDGING AT THIS STATION

TEUPLATE SHOWN FOR REFERENCE ONLY

-11so -11oo -bo 6

SOUTH

so 1

DISTANCE FROM BASEUNE (FEET) DISTANCE FROid BASEUNE (FEET)

~ 4

2 HW (+033)

8 ~-LW(-166)~~

z ~-4middot

sect-bull -8middot

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STA -4+00

-iso -ioo

I I I

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NO DREDGING AT THIS STATION Tpound1-PLATE SHOWN FOR REFERENCE ONLY

-lso -oo -So 6

I

SOUTH

so 1

STA -2+50

- shy-8

-1Q-i NO~TH - 1 ~400 -~50 -300 -zso -zoo

= NO DREDGING AT THIS STATION

TEMPLATE SHOWN FOR REFERENCE ONLY

-fso -roo -so 0

I

SOUTH

so

w4

i Zmiddot

STA -1+00

- 114-W (+Oll)

-____or--shy ~ NO DREDGING AT THIS STATION

TEJPlATE SHOWN FOR REFtRENCE ONLY

-1DshyNORTH SOUTH

-12~~r----r----r--r----------------------~---~ -~oo -3so -3oo -zso -zoo -1so -100 -so o 50

DISTANCE FROM BASELINE (FEET)

8

6

4

2 MHW (+033)

MLW (-168)

NORTH

middot-shy --shy L

NOTES

STA -3+50

_U NO DREDGING AT THIS STATION

TEMPLATE SHOWN FOR REFERENCE ONLY

SOUTH

--shy --shy middot-shy --shy ~ T --DISTANCf fR014 BASELINE (FEET)

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL 2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC

DISTANCE FROM BASELINE (FEET) DISTANCE FROM BASEUNE (FEET)

STA -2+00 STA -0+50

~ 4 2 2middot

UHW (+033) - J 14HW (+Ol3)

MLW (-158) 1rH o ~ ~

NO DREDGING AT THIS STATION TtMPLATE SHOWN FOR REFtRENCE ONLY

NO DREDGING AT THIS STATION TEMPLATE SHOWN FOR REFERENCE ONIY -middot

-1DshyNORTH SOUTH NORTH SOUTH

1 -12_-------r--r-------~-----------------~~1 1 1-~so -~oo -iso -ioo -1 so -1 oo -~o 6 5o -4oo -gt5o -3oo -250 -zoo -150 -100 -so o so DISTANCE FROM BASEUNE (FEET) DISTANCE FROid BASEUNE (FEET)

DATUM OF 1988 (NAVD88)

FROM JANUARY 3 TO 11 2013

5679 STRAND CDURT NAPLES FL 34110 FAX (239) 594-202S ~_HN~J~~L-~~~-~0~1__ _

g 0

g z 0tishysectshy

-1

-1

0 4

~ z -

8 ~-2 z ~-4

sect-middot -middot -1Qshy

1- Joo

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 P~o-p n nf 1 i

000~ Il - shy

STA 0+00 STA 0+75

Dl

ULW -158)

o-4~ 4

2 2middot _ 14HW (+033) tIHW +033)

ii ~MLW ( middot) _z _2 z Q_4~-4 It

OESIGIIGUT(-5BWvtl)_ DtsGNCUT(-SftWYD)_ OVOotPTH(-6lWvtl)- 0VtRDEPTH(-6JWVll) shy-bull-1~-middot

hs] 111 CYFT DESIGN CUT -middot-middotmiddot [I] t1 CYFT OVER DEPTH CUT-1 -1

SOUTHNORTH SOUT~ -124-~---~~---r--------------------------- -12 1 1 I I I

-400 -350 -soo -250 -zoo -1 so -100 50 -400 -350 -too -iso -ioo -150 -100 -so so DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 0+25

s 4middot 0

3 2middot~j gt

-uH~5 )

tllW - ltltgt~ I

(-168)

DSIOIICUT(-SBtuvtl)_ OvtROtPTH(-SlWvtl) shy

hsJ 149 CYFT DESIGN CUT

CD 11 CYFT OVER DEPTH CUT -1 NORTH SO~TH I

I-smiddotso -300 -tso -too -fso -100 --o 0 50

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 1+25STA 0+50

~ bullmiddot ~ j~ ------ ~ -2middot z ~-4middot

bSj 146 CYFT DESIGN CUT ~-middot -middotmiddot CO 11 CfFT OVER DEPTH CUT-10

SOUTHNORTH SOUTH -121-~--~---------------------~-~-------~~ _0-400 -350 -300 -250 -200 -150 -100 -50 0 so 50

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

STA 1+00Dl 4

OESION CUT (-SB WVD) ___ DVERD[PTH(-SJNlvtl)-

-350 -300 -zso -zoo -150 -foo

SOUTH

50

~HW(+o-gt1

z ~-4 gtij-6

-middot -10

-124-~------r-----~-----~--r--~~--~-------~~ -400 -350 -300 -2so -200 -1so -100 -so o so

DISTANCE FROM BASEUNE (FEET)

STA 1+75

0 4

~ 2

-- oj~~HW ------~--==-~~~~~$~gtlt--11(+o~J8 MLW (-168) ~ -~- _ ~ bull_r

~-2 z ~-4

DtsiGNClJT(-5BNAVD)_sect-s OVERDiiTN(-5JIUVD)-

rs) 202 CYFT DESlCN CUT-middot [[]) 12 CYFT OVER DEPTH CUT-10

SOUTI-I -12 I NO~TH I l I l [ I I I

-4DO -~so -30D -zso -zoo -1so -100 -so b so

DISTANCE FROM BASEUNE (FEET)

STA 2+00

0 4

~jbullHW(+033) ~~ ~ I8 MlW (-168) ~-2

~-4 DtSIGIICliT(-58NlVD)_

~-6 ovt~ otrm (-~5middot wvo) shy

SOUTH

-too -fso -foo -so 50

DSTANCE FROM BASEUNE (FEET)

-middot -1

-3oo -tso

5679 STRAND COURT NAPLES FL 3411 D FAX (239) 594-2025 PHONE (239) 594-2021 wwwhumlstonandmoorecom

STA 1+50

D[SIGNCUT(-58Wvtl)_ DVEROtPTH(-6JHIIVll) shy

bSJ 228 CYFT DESIO~ CUT

ITJ] ll CYFT OVER DEPTH CUT

middotNORTH SOUTH

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 o- 7 f 1 ~

-350 -3oo -tso -too -1so -foo

3a-l TY~TUololJ

-1

~ 274

OJ 27 CYFT OVER

NORTH

-fSO

STA 5+00STA 2+25 STA 4+10

~ 4 ~4

000(-1

DESGtIGUT(-58WAV0)_1 DVEROEPTII(-5ltllvtl)-

~4 Iltt 2middot lt~2middotlt~3 ~IIHW +0bull 33) w (+middot) = I I ~38

2ojw (-168) v=8SSSYg__jbullLw (-168) I ~-2 z

~-2 ~-4 OESIGNCUT-SINAVD)_ bgt) gtI)-)) G~E~~~=~~~~-3 ~-6 OVGDEPIH(-SJIUVD)shy

D 121 CYFT DESH3N CUT-41 [SJ 171 CfrT DESIGN CUT CYFT OESICN CUT-middotmiddot ITJ] 11 ((FT OVER DEPTH CUT DEPTH CUT-sl rn 11 CfFT OVER DEPTH CUT -10 tIORTH SOUTH NORTH SOUTH SOUTH

1 1 -12~~--~------~---~---~~--~---------------~-~Joo -$so -~oo -dso -doo -t so -1 oo -1( 6 sh -400 -350 -300 -250 -200 -150 -100 -50 -foo -so so 100 150 200 DISTANCE FROU BASEUNE (FEET) DISTANCE FRO~ SASEUNE (FEET) DISTAHCE FROliC BASELIHE (fEET)

STA 2+50

0~ 4 gt2 2middot 2

-l ti ~ sect_4

4

2 JIHW +033)

STA 3+30

0-2Jw (-16

8) ~-ltgt~ I

D 17 CYFT DESIGN CUT

ITJJ t I CYFT OVER DEPTH CUT

NORTH SOUTH 1 1 1 1-ioo b 1

~ d-6 -8

-10 SOUTH

50 -tJoo -~so -3oo -dso -tso -1 oo -ho so -roo -50 5middoto 100 150 200 DISTANCE FRO~ BASEUNE (FEET) DISTAHCE FROM BASELIHE (FEET)

STA 3+645 STA 5+10

0 4~4 2middot

3 2 JMHW +033)-_J~ ti 0

8~ -2jw (-168) B0 jw (-16 )~-2

~-4 ~-4middot 100--000-0

f ) 1 I 1 ) IYi ~E~~ ~ ~~~~-6 ~-6 -8 [Sj 108 CYFT DESIGN CUT -8 (sJ 248 CYrT OESlGN CUT

ITJ] 11 CYFT OYER DEPTH CUT rn 27 cvrr ovER DEPTH cuT-10 -1 NORTH SOUTH NORTH SOUTH

1 1

--p~ I

1 1 15middoto -tJoo -~so -ioo -dso -ioo -1 so -1 oo -~o b sh -1doo -1 so -1 oo -~o 6 sh 16o H~o 20

DISTANCE FROM BASELINE (FEET) DISTANCE FROid BASEUNE (fEET) DISTANCE FROliC BASELINE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 PRECDNSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

5679 STRAND COURT NAPLES FL 34110 FAX (239) 594-2025 ~_H_(NtJf_~~Ll~-~~1__ _

_ o-=IIIHW l-t0bull5Y) oogt~ lt(y

~G~~ ~==~ ~~~ ~

~ 4

~ 2middot

[SJ 145 CYFI DESIGN CUT

[I] 11 CfFT OV[R DEPTH CUT

NORTH

-350 -300 -250 -200 -150

DISTANCE FROtt BASEUNE (FEET)

STA 2+75

-foo -~o

_ o-=IMHW t+0bull55) ~ (

o~~~ ~~ ~~ -1

-250 -200 -fso -100 -middotbullO

SOUTH

-1

~ 275 CYFT DESIGN CUT

[I] 26- CYFT OVER DEPTH CUT

NORTH

-fso

STA 4+60

SOUTH

Army Corps of Engineers File SAJ-1996-02789 Date 22513 PltoP R of 1 i

STA 5+60

~4 2middot3 JMHW (+033)

IALW -168

) gt gt ) gtJ==~~~a~ ~=~ ~~

[Sj 185 CYfrT DESIGN CUT

21 CYFT OVER DEPTH CUT

NORTH SOUTH

-fso -foo -50 o smiddoto

[I]

200 DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 6+10 STA 7+50

-obull ~ 4middot

~ 2middot t

2 J11HW (+033)I

~ O MLW (-168) --2 z

~ btsiGNCUT(-UNIVll)

K ( 6 ( 1 0r J ==~o~E~~ ~ ~~ titCt--==OVEDEPTH(-IlIIVll)= [Sj 17 rtFT DESIGN CUTCYFT DESIGN CUT -8

m 07 CYFT OYER DEPTH CUT

- nJMnn TVogtgt)

~LW (-168)

[Sj 109

oJ 17

NORTH

-rso 260 -tdoo -lso -ioo -bo 6 5b tdo 1Jo 260

rrjFT OVER DEPTH CUT -10

WEST EASTSOUTH

-foo -so 5o 100 1$0 200 -1Joo -115o -loa -~o 6 sb 16o 1o

STA 8+50STA 7+10

~ 4middot0 4

i MHW (+033)

Ef oj~ALw (-168) --2 ~0 gtonn bullbull

[SJ 105 CYFT

~~~~--------------~==~-=====~~===========]z ~-4 _J Hmiddot)_____ I_ DESIGNOE~~ (-51 NIVD) yf 5 (I) ((I f (I 9rf ==~c~~~ ~ ~

-~~-6 -8-J bS) 16 ClFT DESIGN CUT DESIGN CUT

CD tD ClFT OVER DEPTH CUT ITJ 22 CYFT OVER DEPTH CUT-10 -10

WEST EAST WEST EAST 1_Joo -11 -11 -~o b sb 1Jo 1~0 2o -t_Joo so 1oo -~o 6 5h 1Jo tdo 2amposo oo -1 -1

DISTANCE FROM BASEUNE (rEET)

STA 9+00

0 4

MHW +D33) 0

ti jMtw lt us) ~x_ lt_z z ~-4middot -lt Ilt ( ( ((Ilt (t) I ~~ ~~ =~~~

~-middot -8-J bSJ 127 CfFT DESIGN CUT

rn 25 CYFT OYER DEPTH CUT-10 WEST EAST

I)

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 8+00 STA 9+50STA S+SO

0 4middot~4 ~4 ~ 2middot MHW (+055) MHW (+D33bull) ~MHW (+033)

E0 loLW (-168)li jMLW ( 168) I I

shy

I emiddotojMLW ( 168) 7 ~ I I --2 --2 -z

z-~--~ DESIGNCUT(-bullsNIVb)~-4 ~-4middot~-4 _DESIONCUT(-5 5HAVD) ~==WEI1DEItH(-53NIVIl)-DVERDEPTH(-551UVIl)~-middot ~-middot ~-middot

-B-J rs) 52 cfFT DESIGN CUT [Sj 108 CfFT DESIGN CUT-8-l [Sj 31 CIFT DESIGN CUT -8 [I] 14 CYFT OYER DEPTH CUT ITJ 26 Cln OVER DEPTH CUTrn 11 CIFT OVER DEPTH CUT -10-10 -10 WEST EASTNORTH SOUTH WEST EAST

_~2tOO~r-~-r-~-~-r~~~--~~---------=~~ -12 j I I I Q l Q I 6 -1z-r--r----r----r----r----r--r--~--------_ -150 -roo -so 200 -200 -15o -too -so so 1 o 1so 2 a -200 -ISO -100 --o 50 200

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

5679 STRAND COURT NAPLES FL 34110 FAX (239) 594-2025 PHONE (239) 594-2021 wwwhum1stonandmoorecom

Army Corps ofEngineers File SAJ-1996-02789 Date 22513

8 STA 10+00

6

lt I2 4

MHW (+0bull 53)

li E l MLW (-16S) ~ 1amp-2middot z z

Q-4middot0 ~ I NO OREOGINO AT THIS STATION ~-~=

TEIIPLATE SHOWN fOR REfERENCE ONLY

4

-10

-12middot

6

4

2 MHW (+03J)

STA 10+19

UIW (-168)

NORTH

~ ~J NO DREDGING AT THIS STATION

TEUPLAT SHOWN FOR REFERENCE ONLY

SOUTH

-no -150 -100 -so b 50 ulo do 2

8

6

B

lt ~ 23 1

4

g g z 0 6

i- ~-

~- ~-

_-I o-_ 1gtshy

-I

1gt- WEST EAST __ ~ J--- middotshymiddot-- middot- middotshy

DISTANCE FROM BASEUNE (FEET)

DISTANCE FROM BASEUNE (FEET)

STA 10+50

s

)

~ 6 i shy

shyNO DREDGING AT THIS STATION shy

TEMPLATE SHOWN FOR REFERENCE ONLY

-I )

NORTH SOUTH _

200 shy-rso -foe DISTANCE FROM BASEUNE (FEET)

NOTES

STA 11+00

I

MHW (-+033)

MLW (-168)

NORTH

~ A NO DREDGING AT THIS STATION

TtMPLATE HDWN fOR REFERENCE ONLY

SOUTH

DISTANCt FROM BASEUNE (FEET)

STA 11+50

MHW +033)

MLW (-168)

~ J NO DREDGING AT THIS STATION

Tpound14PLATE SHOWN fOR REFERENCE ONLY

NORTH SOUTH

DISTANCE fRO~ BASEUNE (FEET)

STA 12+00

ltHW (-+033)

IILW ( 168)

~ NO DREDGING AT THIS STATION

TEI4PLATE SHOWN FOR REFERENCE ONLY

NORTH SOUTH

00 -1SD -100 -so 6 50 100 ISO 2

DISTANCE FROM BASEUNE (FEET)

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

1 lt-4 gt2

loHW (+053)

9 0

-2 z ~-4

STA 13+00

~ ~-middot

-6

NO DREDGING AT THIS STATION SHOWN FOR

REFERENCE ONLY

-10 NORTH

-12 -200 -150 -100 -50 50

DISTANCE FROid BASEUNE (FEET)

100

SOUTH

I 0 200

1 lt-4

2middot lo1HW (+053)

STA 1l+50

-z ~-4g-6

-8

-10 NORTH

-12 -200 -150 -100

~ NO DREDGING AT THIS STATION SHOW~gt~ FOR

REFERENCE ONLY

-50

SOUTH

200

DISTANCE FROid BASEUNE (FEET)

B STA 14+00

6

I 4

2 MHW (+OJ3)

go- MLW (-168) I z sshy~-

~ NO DREDGING AT THIS STATION SHOWN FOR

REFERENCE ONLY

NORTH SOUTH

-- middotshyDISTANCE fROid BASEUNE (FEET)

5679 STRAND COURT NAPLES Fl 3411 0 FAX (239) 594-2025 PHONE (239) 594-2021 www_huiTlhdonondmonre_com

Army Corps of Engineers File SAJ-1996-02789 Date 22513 n_ -- 1 A - 1 -

STA 16+00 STA 17+50STA 14+50 sshy 1 c 4middot~ 4middot 5

4 ~ 2middot gt

2 IAHW (+033)- IIHW (+033)

0 -3 2middot ltmiddot

EAST

-fSO

bull1bull0~--------~~~==~~======= ~ MLW (-168) t-2middot

~ -z MLW (-168)

~-4NO DREDGING AT THIS STATION SHOWN FOR

REFERENCE ONLY NO DREDGING AT THIS STATION NO DREDGING AT THIS STATION~-6i~= TEIAPLATE SHOWW FOR REFERENCE ONLY TEIAPLATE SHOWN FOR REFERENCE ONLY

-8middot-8middot

-10-1DshyWEST

1 1WESTNORTH SOUTH ~ EAST

-12 I I I I I -

1dao -t so -1 oo _o 6 sh t6o do 2o -fOO -raquo0 0 Sb 100 150 200 -200 -150 -100 -~0 0 5o tampo 150 200

DiSTANCE FR04 BASELINE (FEET) DISTANCE FROM BASEliNE (FEET) DIS)ANCE FROM BASEUNE (FEET)

8

6 STA 16+50

bull 2

o1HW (+033)

loLW (-168) --

middotshy I 6middot

NO DREDGING AT THIS STATION

8shy TDIPtATE SHOWN FOR REFERENCE ONLY

o- EAST WEST

L

STA 15+00 STA 18+00

1

I 0 4middot gt2

IIHW (+033)

8 0 ldlW (-1688 ~-2I ~-

~-4~ NO DREDGING AT THIS ~= STATION SHOWN FORlt REFERENCE ONLf~-6NO DREDGING AT THIS STATION

TEIIPLATE SHOWN FOR REFERENCE ONLY -8

-1 -10 EAST WEST

-1DshyWEST

-12 1 I I I ~ EAST

_Joo -11so -11oo -~o 6 sb H~D do 2bo -1 -200 -150 -loa -~0 0 100 1~0 200

DISTANCE FROJA BASEUNE (FEET) DISTANCE FR0-4 BASEliNE (FEET) DISTANCE FROU BASELINE middot~ (FEET)

8 STA 15+50

8 STA 17+00

66

~ 4middot

STA 18+28

IAHW (+033)

MIW ( ts8) ---

EAST

NO ORE~ STATION SHOWN FOR

REFERENCE ONLY

WEST

~00 -150 -100 -so 0 50 100 1so 21

bull I bull 2 2I bull ldHW (+033)lo4HW +033)

ti 0ti MLW (-168) I _fEu-loLW (-168) ~ ~-2middot~-2

~ J~5 bull 55 ~=-middot ~

~-

~=6 a-sNO DREDGING AT THIS STATIONNO DREDGING AT THIS STATION~-TEMPLATE SHOWN FOR REFERENCE ONLfTEiolPlATpound SHOWN FOR REFERENCE ONLY 8 -8middot

-1 -10-1 o- EAST WEST -12

EAST WEST -12-1

middot200 -150 -tOO 50 100 1 0 21 -200 -150 -100 -so 0 50 100 150 2 I

DISTANCE FROM BASEUNE (FEET) DISTANCE FR0-4 BASEliNE (FEET) DISTANCE FROM BtSEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVDBB) 2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

5679 STRAND COURT NAPLES Fl 34110 FAX (239) 594-2025 PHONE 239) 594-2021 wwwhumistonandmoorecom

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 PltgtltHgt 11 rvt 11

o

R-38 R-39

NO FILL AT THIS STATION SHOWN NO FILL AT THIS STATION FOR REFERENCE ONLY SHOWN FOR REFERENCE ONLY

1-1 oL----------------------- 0 200

DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

R-41 R-42

NO FILL AT THIS STATION THIS STATION SHOWN FOR REFERENCE REFERENCE ONLYONLY SHOWN FOR

NO FILL AT

DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

NOTES

1 RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 2 COORDINATES SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN DATUM OF 1983 EAST ZONE (NAD83) 3 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)

R-40+725R-40

10

NAVD0

~ 5 z

t lw 033 NAVDI0 (MHWL)-168 NAVD

(MLW) I~ Isect

-5 1gt0 1771 FILL TEMPLATE 18 lLLJ 62 CYFT gt

-10~--------------L-------------------

I~ f-

1~ 68 NAVDI g

(MLW) I~

I~ I~ w lLLJ 73 CYFT

II NAVD

1771 FILL TEMPLATE

0 zoo 0 200 DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

NO FILL AT THIS MONUMENT SHOWN FOR VOLUMETRIC CALCULATION ONLY

R-43 R-44

10

_ 66 NAVDlb 66 NAVD ------4-7 NAVD

I-z 033 NAVD (MHW)-lt-----033 NAVD (MHW) li -168 NAVD (MLW) -168 NAVD (MLW)15

li-5

I~ 1771 FILL TEMPLATEI~ lLLJ 41 CYFT

0 1-101~---------L_---------~------------

200 0 200 SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

4 NORTH AND SOUTH LIMITS OF BEACH FILL TEMPLATE WITHIN MAXIMUM LIMITS SHOWN ON PERMIT PLANS BY PBSampJ DATED 7312012

5 ALL FILL TO BE PLACED UPLAND OF THE GULF OF MEXICO MHWL AND WITHIN THE LIMITS OF THE BEACH FILL TEMPLATES ON 5679 STRAND COURTPERMIT PLANS BY PBSampJ DATED 731 2012 NAPLES FL 3411 0

6 AREA LANDWARD OF DUNE FILL TO BE GRADED BASED ON SITE CONDITIONS AT THE TIME OF CONSTRUCTION FAX (239) 594-2025 PHONE (239) 594-2021 wwwhumlstonandrnoorecom

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 Pltgto- 1 J --f 1 ~

~

- 6Sm11S ~ 14ltgt5_ -6 ~ 14ltgt5 11 33361SZ 1laquo5- 61lt1gt073 ~ -- 3a3-n35 14ltU$ SS70tiLgtS 14gtgtS ~ 8EitG4S =ltl6S 1laquo5 NOOOEiGlNGATiHESiE~noNS 10054 ~1 1CS 6Se355 3secto7113 -__ a=1 -middot

~7 ~~ 7ltru) - mlS ~ - =

Q611SS =

t iiNIPLAf~ iNFCiRMAfloR ~fiOBLISHEti fiY DEP) MONUMENT ESTIMATED AVAiLABLE AVAILABLE

MONUMENT NORTHING EASTlNG AZIMUTH ELEVATION EFFECTIVE FILL FILL ID NAvebull DISTANCE VOLUME VOLUME

FEET) (FEET) DEGREES) FEET (FEET) (CVIFTI CVJ R-38 6898181 3fSI7837 2700 373 R-39 13887995 3B78747 2700 484 R-40 6877938 3879638 2700 297 500 82 3100 R40+725 13870688 3879638 2700 180 73 1314 R-41 BS67856 3880516 2700 324

middotroTAL AVAILABLEVOWME-NORTH FILL TEMPLATE 4414 0gt50 6882954 3879149 1795 100 92 920 1gt50 6862963 3880149 1795 100 206 2000 2gt50 6862972 31l81149 1795 100 139 1390

TOTAL AVAILABLE VOLUME -INLET FILL TEMPLATE 4370 R-42 6B57310 3192004 2650 423 R-43 6846923 3882485 2700 484 1300 36 4680 R-44 6837015 3883591 2700 674 550 41 2255

roTAL AVAILABLE VOWME -SOUTH FILL TEMPLATE 6935 TOTAL AVAILABLE VOLUME -ALL FILL TEMPLATESlt 15719

INLET FILL TEMPATE SECTIONS

STA D+SD

J-----255------- shy10 NAVD

92 CYFT FlU VOLUME

145 CYFT DESIGN CUT

11 CYFT OVER OEPTH CUT

SOUTH

-sao -400 -350 -300 -250 -200 -fso -foo -so 50 DISTANCE FROio BASEUNE (FEET)

t2j ~ ----J w lt-bullmiddotI sect_ ~ d-6

-middotmiddot -10

[ZJ 206 CYFT FILl YOLUI4E DESICWttrr[-5BNAVD)_I OVDDtPlH(-6StiAVO)shy

[Sj 228 CYFT DESIGN CUT

[[]] 12 CYFT OYER DEPTH CLJT

NORTI-I SOUTH

-lJoo -iso -ioo -iso -doo -11so -11oo -~o amp sh J

DISTANCE FROM BASELINE (FEET)

[ZJ 139 CfrT FILL VOLUUE

bSJ 14-5 CfFT OESIGN CUT

[I] 11 CYFT OVER DEPTH

NORTH

-150 -100

STA 2+50

t~SICIICUT(-551UVO)_

DVVI0[Pffi(-65MAVD)-

CUT

SOUTH

-250 -200 -fSO -faa 50 DISTANCE FROM BASEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)

2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM

JANUARY 3 TO 11 2013 4 FILL TEMPLATE LOCATION BASED ON PERMIT PLANS BY PBSampJ DATED 7312012

5679 STRAND COURT NAPLES FL 34110 FAX (239) 594-2025 PHONE (239) 594-2021 wwwbullhumlstQnandmoorecom

Army Corps of Engineers File SAJ-1996-02789 Date 22513 P~w-P 1~ nf 1~

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT B

Original PermitModification Drawings

4

Nov 24 1997 - 101327 DCWG010JPR079S2

SHEET 1 SHEET 2

~---Approximate Ending Point

~~~--Approximate Beginnin9 Point

0 ()

X w ~

u 0

u J J ()

0 ()

x w ~

LL 0

u J gt C)

SOUTH

EXCAVATION PLAN FOR CUTS 3 amp 4A THROUGH 40 FOR PER~ITIING

PURPOSES ONLY

PROJECT

APPLICANT

CLAM BAy

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199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 15 OF 21

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT C

Standard Manatee Conditions for In-Water Work

5

STANDARD MANATEE CONDITIONS FOR IN-WATER WORK 2011

The permittee shall comply with the following conditions intended to protect manatees from direct project effects

a All personnel associated with the project shall be instructed about the presence of manatees and manatee speed zones and the need to avoid collisions with and injury to manatees The permittee shall advise all construction personnel that there are civil and criminal penalties for harming harassing or killing manatees which are protected under the Marine Mammal Protection Act the Endangered Species Act and the Florida Manatee Sanctuary Act

b All vessels associated with the construction project shall operate at Idle SpeedNo Wake at all times while in the immediate area and while in water where the draft of the vessel provides less than a four-footclearance from the bottom All vessels will follow routes of deep water whenever possible

c Siltation or turbidity barriers shall be made of material in which manatees cannot become entangled shall be properly secured and shall be regularly monitored to avoid manatee entanglement or entrapment Barriers must not impede manatee movement

d All on-site project personnel are responsible for observing water-related activities for the presence of manatee(s) All in-water operations including vessels must be shutdown if a manatee(s) comes within 50 feet of the operation Activities will not resume until the manatee(s) has moved beyond the 50-foot radius of the project operation or until 30 minutes elapses if the manatee(s) has not reappeared within 50 feet of the operation Animals must not be herded away or harassed into leaving

e Any collision with or injury to a manatee shall be reported immediately to the Florida Fish and Wildlife Conservation Commission (FWC) Hotline at 1-888-404-3922 Collision andor injury should also be reported to the US Fish and Wildlife Service in Jacksonville (1-904-731-3336) for north Florida or Vero Beach (1-772-562-3909) for south Florida and to FWC at I mperiledSpeciesmyFWCcom

f Temporary signs concerning manatees shall be posted prior to and during all in-water project activities All signs are to be removed by the permittee upon completion of the project Temporary signs that have already been approved for this use by the FWC must be used One sign which reads Caution Boaters must be posted A second sign measuring at least 8 by 11 explaining the requirements for Idle SpeedNo Wake and the shut down of in-water operations must be posted in a location prominently visible to all personnel engaged in water-related activities These signs can be viewed at MyFWCcommanatee Questions concerning these signs can be sent to the email address listed above

I Iii

Ill I All project vessels

IDLE SPEE NO AK

When a manatee is within 50 feet of work all in-water activities must

UT

IIi i it r i jur trt t bull

ild I 1-888-404-FWCC(3922)

orcell

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT D

Biological Opinion

6

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT E

Statewide Programmatic Biological Opinion

7

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT F

Self-Certification Statement of Compliance

8

--------------------

---------------------------------------------------------

-----------------------------------------------------

----------------

----------------------------

SELF-CERTIFICATION STATEMENT OF COMPLIANCE

Permit Number NW-3 Application Number SAJ-1996-02789

Permittees Name amp Address (please print or type)

Telephone Number

Location of the Work

Date Work Started Date Work Completed ________________

Description of the Work (eg bank stabilization residential or commercial filling docks dredging etc)

Acreage or Square Feet of Impacts to Waters of the United States

Describe Mitigation completed (if applicable)

Describe any Deviations from Permit (attach drawing(s) depicting the deviations)

I certify that all work and mitigation (if applicable) was done in accordance with the limitations and conditions as described in the permit Any deviations as described above are depicted on the attached drawing(s)

Signature of Permittee

Date

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT G

Permit Transfer Request

9

DEPARTMENT OF THE ARMY PERMIT TRANSFER REQUEST

PERMIT NUMBER SAJ-1996-02789

When the structures or work authorized by this permit are still in existence at the time the property is transferred the terms and conditions of this permit will continue to be binding on the new owner(s) of the property Although the construction period for works authorized by Department of the Army permits is finite the permit itself with its limitations does not expire

To validate the transfer of this permit and the associated responsibilities associated with compliance with its terms and conditions have the transferee sign and date below and mail to the US Army Corps of Engineers Enforcement Section Post Office Box 4970 Jacksonville FL 32232shy0019

(TRANSFEREE-SIGNATURE) (SUBDIVISION)

(DATE) (LOT) (BLOCK)

(STREET ADDRESS) (NAME-PRINTED)

(MAILING ADDRESS)

(CITY STATE ZIP CODE)

Page 6: JACKSONVILLE DISTRICT CORPS OF ENGINEERS …...FORT MYERS, FL 33919 REPLY TO ATTENTION OF Regulatory Division FEB 2 8 2013 South Permits Branch/Fort Myers Section SAJ-1996-02789 (NWP-WDD)

SAJ-1996-02789 Clam Pass Maintenance Dredge

11 Dredging The Permittee shall dredge the area from station 1 +00 through station 0+00 as the final portion of the operation and shall also conduct these dredging operations at low tide

12 Dredge Placement As this project is to restore the tidal exchange into Clam Bay and not for beach renourishment the Permittee shall place all dredge material above the mean high water line

This letter does not give absolute Federal authority to perform the work as specified on your application The proposed work may be subject to local building restrictions mandated by the National Flood Insurance Program You should contact your local office that issues building permits to determine if your site is located in a flood-prone area and if you must comply with the local building requirements mandated by the National Flood Insurance Program

If you are unable to access the internet or require a hardcopy of any of the conditions limitations or expiration date for the above referenced NWP please contact William DeFrance by telephone at 239-334-1975 extension 23

Thank you for your cooperation with our permit program The Corps Jacksonville District Regulatory Division is committed to improving service to our customers We strive to perform our duty in a friendly and timely manner while working to preserve our environment We invite you to take a few minutes to visit the following link and complete our automated Customer Service Survey httpregulatoryusacesurveycom Your input is appreciated- favorable or otherwise

Sincerely

William DeFrance Project Manager

Enclosures

Copy Furnished

Turrell Hall ampAssociates Inc

6

GENERAL CONDITIONS 33 CFR PART 320-330

PUBLISHED FEDERAL REGISTER DATED 13 NOVEMBER 1986

1 The time limit for completing the work authorized ends on date identified in the letter If you find that you need more time to complete the authorized activity submit your request for a time extension to this office for consideration at least one month before the above date is reached

2 You must maintain the activity authorized by this permit in good condition and in conformance with the terms and condition~ of this permit You are not relieved of this requirement if you abandon the permitted activity although you may make a good faith transfer to a third party in compliance with General Condition 4 below Should you wish to cease to maintain the authorized activity or should you desire to abandon it without a good faith transfer you must obtain a modification of this permit from this office which may require restoration of the area

3 If you discover any previously unknown historic or archeological remains while accomplishing the activity authorized by this permit you must immediately notify this office of what you have found We will initiate the Federal and state coordination required to determine if the remains warrant a recovery effort of if the site is eligible for listing in the National Register of Historic Places

4 If you sell the property associated with this permit you must obtain the signature of the new owner in the space provided and forward a copy of the permit to this office to validate the transfer of this authorization

5 If a conditioned water quality certification has been issued for your project you must comply with the conditions specified in the certification as special conditions to this permit For your convenience a copy of the certification is attached if it contains such conditions

6 You must allow a representative from this office to inspect the authorized activity at any time deemed necessary to ensure that it is being or has been accomplished in accordance with the terms and conditions of your permit

SAJ-1996-02789 Clam Pass Maintenance Dredge

Attachments to Department of the Army Nationwide Verification-3 Number SAJ-1996-02789

ATTACHMENT A- PERMIT DRAWINGS 13 pages dated 022513

ATTACHMENT B- ORIGINAL PERMITMODIFCATION DRAWINGS 27 pages

ATTACHMENT C- STANDARD MANATEE CONDITIONS FOR IN-WATER WORK 2011 2 pages

ATTACHMENT D- BIOLOGICAL OPIONON 68 pages

ATTACHMENT E- STATEWIDE PROGRAMMATIC BIOLOGICAL OPINION (excerpt) 22 pages

ATTACHMENT F- SELF-CERTIFICATION STATEMENT OF COMPLIANCE 1 page

ATTACHMENT G- PERMIT TRANSFER REQUEST 1 page

2

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT A

Permit Drawings

3

CONSTRUCTION PLANS CLAM PASS MAINTENANCE DREDGING

COLLIER COUNTY FLORIDA

LOCATION MAP

t SHEET INDEX

1 COVER SHEET AND LOCATION MAP 2 SITE PLAN WITH CONSTRUCTION ACCESS 3 SITE PLAN - DREDGE amp FILL 4 SITE PLAN - DREDGE amp FILL 5 TYPICAL INLET CROSS SECTION - DREDGE 6 CROSS SECTIONS - DREDGE 7 CROSS SECTIONS - DREDGE B CROSS SECTIONS - DREDGE 9 CROSS SECTIONS - DREDGE 1D CROSS SECTIONS - DREDGE 11 CROSS SECTIONS - DREDGE 12 CROSS SECTIONS - BEACH FILL 13 STATION CONTROL - DREDGE amp FILL VOLUME

j_ MHW 033 NAVD 1988

I J_18 168 I --- NGVD 1929

228 MLWI j middot--- __ MLLW

RELATIONSHIP BETWEEN NAVD 1988 NGVD 1929 MEAN HIGH WATER MEAN LOW

WATER AND THE MEAN LOWER LOW WATE TIDAL DATUM (1983-2DD1 EPOCH)

LABINS TIDE STATION NAPLES-GULF OF NOTES MEXICO NUMBER 872-5110

1 AERIAL PHOTOGRAPHS WERE TAKEN IN JANUARY 2D12 AND PROVIDED COURTESY OF COLLIER COUNTY PROPERTY APPRAISERS OFFICE 2 COORDINATES SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN DATUM OF 1983 EAST ZONE (NAD83) 3 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 4 NOTE THESE PERMIT DRAWINGS SHALL NOT BE CONSIDERED VALID FOR CONSTRUCTION PURPOSES UNLESS SIGNED AND SEALED BY EITHER

BRETT D MOORE P E 37326 KENNETH K HUMISTON PE 23326 MOHAMED DABEES P E lf58003 MARC DAMON PE 70615

5679 STRAND COURT NAPLES FL 3411 0 FAX (239) 594-2025 PHONE (239) 594-2021 wwwhurnlltgttnnnnrnnr-ltgt

Army Corps of Engineers File SAJ-1996-02789 Date 22513

- pound 1 _

Army Corps of Engineers File SAJ-1996-02789 Date 22513 Pltgtn-ltgt ) rvf 1 1

Army Corps of Engineers File SAJ-1996-02789 Date 22513

B c D E F G H I J K L M N 0 p Q

R s T u v w X y z

AA BB cc DO

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6864033 6864179 6864586 6864831 6864893 6865236 6867151 6868233 6869815 6869157 6868769 6867433 6867167 6867812 6868267 6867539 6867341 6866860 6866351 6865816 6865287 6864780 6864389 6864042 6863687 6863332 6863151 6862907 6863582

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 D~n-a A + 1 l

TYPICAL DREDGE CUT FOR INLET STATIONS (0+00 TO 3+645) (STATION 1+00 SHOWN FOR REFERENCE ONLY)

--------~--~-7------=--= EXISTING( - o=sLOPE BEACH PROFILE (VARIES)

120--------------MHW +033 NAVD (161 NGVD)

---------------MLW -168 NAVD (-04 NGVD)

~1---------------BEACH COMPATIBLE SAND TO BE PLACED WITHIN THE FILL TEMPLATE LIMITS ON THE NORTH OR SOUTH SIDE OF THE PASS

-================= -58 (-45 NGVDl DESIGN CUT--J-------1-------l~- -63 NAVDNAVD ( -50 NGVD 05 OVER DEPTH ALLOWANCE 1-------45----shy

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013

5679 STRAND COURT NAPLES FL 341 10 FAX (239) 594-2025

~~tJ~~~2-~~~--~C~ 1 __ _

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 n --- c -C 11

STA -3+00

I NO DREDGING AT THIS STATION

TEIIPLATE SHOWN FOR REFtRENCE ONLY

-1QshyNORTH SOUTH

1 1 1-

1loo -dso -3oo -iso -ioo -1 so -1

1oo -~o 6 so

STA -1+50

-1QshyNORTH

_Joo -iso -~oo -iso -ioo

= NO DREDGING AT THIS STATION

TEUPLATE SHOWN FOR REFERENCE ONLY

-11so -11oo -bo 6

SOUTH

so 1

DISTANCE FROM BASEUNE (FEET) DISTANCE FROid BASEUNE (FEET)

~ 4

2 HW (+033)

8 ~-LW(-166)~~

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sect-bull -8middot

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NO DREDGING AT THIS STATION Tpound1-PLATE SHOWN FOR REFERENCE ONLY

-lso -oo -So 6

I

SOUTH

so 1

STA -2+50

- shy-8

-1Q-i NO~TH - 1 ~400 -~50 -300 -zso -zoo

= NO DREDGING AT THIS STATION

TEMPLATE SHOWN FOR REFERENCE ONLY

-fso -roo -so 0

I

SOUTH

so

w4

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STA -1+00

- 114-W (+Oll)

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TEJPlATE SHOWN FOR REFtRENCE ONLY

-1DshyNORTH SOUTH

-12~~r----r----r--r----------------------~---~ -~oo -3so -3oo -zso -zoo -1so -100 -so o 50

DISTANCE FROM BASELINE (FEET)

8

6

4

2 MHW (+033)

MLW (-168)

NORTH

middot-shy --shy L

NOTES

STA -3+50

_U NO DREDGING AT THIS STATION

TEMPLATE SHOWN FOR REFERENCE ONLY

SOUTH

--shy --shy middot-shy --shy ~ T --DISTANCf fR014 BASELINE (FEET)

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL 2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC

DISTANCE FROM BASELINE (FEET) DISTANCE FROM BASEUNE (FEET)

STA -2+00 STA -0+50

~ 4 2 2middot

UHW (+033) - J 14HW (+Ol3)

MLW (-158) 1rH o ~ ~

NO DREDGING AT THIS STATION TtMPLATE SHOWN FOR REFtRENCE ONLY

NO DREDGING AT THIS STATION TEMPLATE SHOWN FOR REFERENCE ONIY -middot

-1DshyNORTH SOUTH NORTH SOUTH

1 -12_-------r--r-------~-----------------~~1 1 1-~so -~oo -iso -ioo -1 so -1 oo -~o 6 5o -4oo -gt5o -3oo -250 -zoo -150 -100 -so o so DISTANCE FROM BASEUNE (FEET) DISTANCE FROid BASEUNE (FEET)

DATUM OF 1988 (NAVD88)

FROM JANUARY 3 TO 11 2013

5679 STRAND CDURT NAPLES FL 34110 FAX (239) 594-202S ~_HN~J~~L-~~~-~0~1__ _

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SOUTHNORTH SOUT~ -124-~---~~---r--------------------------- -12 1 1 I I I

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STA 0+25

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DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 1+25STA 0+50

~ bullmiddot ~ j~ ------ ~ -2middot z ~-4middot

bSj 146 CYFT DESIGN CUT ~-middot -middotmiddot CO 11 CfFT OVER DEPTH CUT-10

SOUTHNORTH SOUTH -121-~--~---------------------~-~-------~~ _0-400 -350 -300 -250 -200 -150 -100 -50 0 so 50

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

STA 1+00Dl 4

OESION CUT (-SB WVD) ___ DVERD[PTH(-SJNlvtl)-

-350 -300 -zso -zoo -150 -foo

SOUTH

50

~HW(+o-gt1

z ~-4 gtij-6

-middot -10

-124-~------r-----~-----~--r--~~--~-------~~ -400 -350 -300 -2so -200 -1so -100 -so o so

DISTANCE FROM BASEUNE (FEET)

STA 1+75

0 4

~ 2

-- oj~~HW ------~--==-~~~~~$~gtlt--11(+o~J8 MLW (-168) ~ -~- _ ~ bull_r

~-2 z ~-4

DtsiGNClJT(-5BNAVD)_sect-s OVERDiiTN(-5JIUVD)-

rs) 202 CYFT DESlCN CUT-middot [[]) 12 CYFT OVER DEPTH CUT-10

SOUTI-I -12 I NO~TH I l I l [ I I I

-4DO -~so -30D -zso -zoo -1so -100 -so b so

DISTANCE FROM BASEUNE (FEET)

STA 2+00

0 4

~jbullHW(+033) ~~ ~ I8 MlW (-168) ~-2

~-4 DtSIGIICliT(-58NlVD)_

~-6 ovt~ otrm (-~5middot wvo) shy

SOUTH

-too -fso -foo -so 50

DSTANCE FROM BASEUNE (FEET)

-middot -1

-3oo -tso

5679 STRAND COURT NAPLES FL 3411 D FAX (239) 594-2025 PHONE (239) 594-2021 wwwhumlstonandmoorecom

STA 1+50

D[SIGNCUT(-58Wvtl)_ DVEROtPTH(-6JHIIVll) shy

bSJ 228 CYFT DESIO~ CUT

ITJ] ll CYFT OVER DEPTH CUT

middotNORTH SOUTH

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 o- 7 f 1 ~

-350 -3oo -tso -too -1so -foo

3a-l TY~TUololJ

-1

~ 274

OJ 27 CYFT OVER

NORTH

-fSO

STA 5+00STA 2+25 STA 4+10

~ 4 ~4

000(-1

DESGtIGUT(-58WAV0)_1 DVEROEPTII(-5ltllvtl)-

~4 Iltt 2middot lt~2middotlt~3 ~IIHW +0bull 33) w (+middot) = I I ~38

2ojw (-168) v=8SSSYg__jbullLw (-168) I ~-2 z

~-2 ~-4 OESIGNCUT-SINAVD)_ bgt) gtI)-)) G~E~~~=~~~~-3 ~-6 OVGDEPIH(-SJIUVD)shy

D 121 CYFT DESH3N CUT-41 [SJ 171 CfrT DESIGN CUT CYFT OESICN CUT-middotmiddot ITJ] 11 ((FT OVER DEPTH CUT DEPTH CUT-sl rn 11 CfFT OVER DEPTH CUT -10 tIORTH SOUTH NORTH SOUTH SOUTH

1 1 -12~~--~------~---~---~~--~---------------~-~Joo -$so -~oo -dso -doo -t so -1 oo -1( 6 sh -400 -350 -300 -250 -200 -150 -100 -50 -foo -so so 100 150 200 DISTANCE FROU BASEUNE (FEET) DISTANCE FRO~ SASEUNE (FEET) DISTAHCE FROliC BASELIHE (fEET)

STA 2+50

0~ 4 gt2 2middot 2

-l ti ~ sect_4

4

2 JIHW +033)

STA 3+30

0-2Jw (-16

8) ~-ltgt~ I

D 17 CYFT DESIGN CUT

ITJJ t I CYFT OVER DEPTH CUT

NORTH SOUTH 1 1 1 1-ioo b 1

~ d-6 -8

-10 SOUTH

50 -tJoo -~so -3oo -dso -tso -1 oo -ho so -roo -50 5middoto 100 150 200 DISTANCE FRO~ BASEUNE (FEET) DISTAHCE FROM BASELIHE (FEET)

STA 3+645 STA 5+10

0 4~4 2middot

3 2 JMHW +033)-_J~ ti 0

8~ -2jw (-168) B0 jw (-16 )~-2

~-4 ~-4middot 100--000-0

f ) 1 I 1 ) IYi ~E~~ ~ ~~~~-6 ~-6 -8 [Sj 108 CYFT DESIGN CUT -8 (sJ 248 CYrT OESlGN CUT

ITJ] 11 CYFT OYER DEPTH CUT rn 27 cvrr ovER DEPTH cuT-10 -1 NORTH SOUTH NORTH SOUTH

1 1

--p~ I

1 1 15middoto -tJoo -~so -ioo -dso -ioo -1 so -1 oo -~o b sh -1doo -1 so -1 oo -~o 6 sh 16o H~o 20

DISTANCE FROM BASELINE (FEET) DISTANCE FROid BASEUNE (fEET) DISTANCE FROliC BASELINE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 PRECDNSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

5679 STRAND COURT NAPLES FL 34110 FAX (239) 594-2025 ~_H_(NtJf_~~Ll~-~~1__ _

_ o-=IIIHW l-t0bull5Y) oogt~ lt(y

~G~~ ~==~ ~~~ ~

~ 4

~ 2middot

[SJ 145 CYFI DESIGN CUT

[I] 11 CfFT OV[R DEPTH CUT

NORTH

-350 -300 -250 -200 -150

DISTANCE FROtt BASEUNE (FEET)

STA 2+75

-foo -~o

_ o-=IMHW t+0bull55) ~ (

o~~~ ~~ ~~ -1

-250 -200 -fso -100 -middotbullO

SOUTH

-1

~ 275 CYFT DESIGN CUT

[I] 26- CYFT OVER DEPTH CUT

NORTH

-fso

STA 4+60

SOUTH

Army Corps of Engineers File SAJ-1996-02789 Date 22513 PltoP R of 1 i

STA 5+60

~4 2middot3 JMHW (+033)

IALW -168

) gt gt ) gtJ==~~~a~ ~=~ ~~

[Sj 185 CYfrT DESIGN CUT

21 CYFT OVER DEPTH CUT

NORTH SOUTH

-fso -foo -50 o smiddoto

[I]

200 DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 6+10 STA 7+50

-obull ~ 4middot

~ 2middot t

2 J11HW (+033)I

~ O MLW (-168) --2 z

~ btsiGNCUT(-UNIVll)

K ( 6 ( 1 0r J ==~o~E~~ ~ ~~ titCt--==OVEDEPTH(-IlIIVll)= [Sj 17 rtFT DESIGN CUTCYFT DESIGN CUT -8

m 07 CYFT OYER DEPTH CUT

- nJMnn TVogtgt)

~LW (-168)

[Sj 109

oJ 17

NORTH

-rso 260 -tdoo -lso -ioo -bo 6 5b tdo 1Jo 260

rrjFT OVER DEPTH CUT -10

WEST EASTSOUTH

-foo -so 5o 100 1$0 200 -1Joo -115o -loa -~o 6 sb 16o 1o

STA 8+50STA 7+10

~ 4middot0 4

i MHW (+033)

Ef oj~ALw (-168) --2 ~0 gtonn bullbull

[SJ 105 CYFT

~~~~--------------~==~-=====~~===========]z ~-4 _J Hmiddot)_____ I_ DESIGNOE~~ (-51 NIVD) yf 5 (I) ((I f (I 9rf ==~c~~~ ~ ~

-~~-6 -8-J bS) 16 ClFT DESIGN CUT DESIGN CUT

CD tD ClFT OVER DEPTH CUT ITJ 22 CYFT OVER DEPTH CUT-10 -10

WEST EAST WEST EAST 1_Joo -11 -11 -~o b sb 1Jo 1~0 2o -t_Joo so 1oo -~o 6 5h 1Jo tdo 2amposo oo -1 -1

DISTANCE FROM BASEUNE (rEET)

STA 9+00

0 4

MHW +D33) 0

ti jMtw lt us) ~x_ lt_z z ~-4middot -lt Ilt ( ( ((Ilt (t) I ~~ ~~ =~~~

~-middot -8-J bSJ 127 CfFT DESIGN CUT

rn 25 CYFT OYER DEPTH CUT-10 WEST EAST

I)

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 8+00 STA 9+50STA S+SO

0 4middot~4 ~4 ~ 2middot MHW (+055) MHW (+D33bull) ~MHW (+033)

E0 loLW (-168)li jMLW ( 168) I I

shy

I emiddotojMLW ( 168) 7 ~ I I --2 --2 -z

z-~--~ DESIGNCUT(-bullsNIVb)~-4 ~-4middot~-4 _DESIONCUT(-5 5HAVD) ~==WEI1DEItH(-53NIVIl)-DVERDEPTH(-551UVIl)~-middot ~-middot ~-middot

-B-J rs) 52 cfFT DESIGN CUT [Sj 108 CfFT DESIGN CUT-8-l [Sj 31 CIFT DESIGN CUT -8 [I] 14 CYFT OYER DEPTH CUT ITJ 26 Cln OVER DEPTH CUTrn 11 CIFT OVER DEPTH CUT -10-10 -10 WEST EASTNORTH SOUTH WEST EAST

_~2tOO~r-~-r-~-~-r~~~--~~---------=~~ -12 j I I I Q l Q I 6 -1z-r--r----r----r----r----r--r--~--------_ -150 -roo -so 200 -200 -15o -too -so so 1 o 1so 2 a -200 -ISO -100 --o 50 200

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

5679 STRAND COURT NAPLES FL 34110 FAX (239) 594-2025 PHONE (239) 594-2021 wwwhum1stonandmoorecom

Army Corps ofEngineers File SAJ-1996-02789 Date 22513

8 STA 10+00

6

lt I2 4

MHW (+0bull 53)

li E l MLW (-16S) ~ 1amp-2middot z z

Q-4middot0 ~ I NO OREOGINO AT THIS STATION ~-~=

TEIIPLATE SHOWN fOR REfERENCE ONLY

4

-10

-12middot

6

4

2 MHW (+03J)

STA 10+19

UIW (-168)

NORTH

~ ~J NO DREDGING AT THIS STATION

TEUPLAT SHOWN FOR REFERENCE ONLY

SOUTH

-no -150 -100 -so b 50 ulo do 2

8

6

B

lt ~ 23 1

4

g g z 0 6

i- ~-

~- ~-

_-I o-_ 1gtshy

-I

1gt- WEST EAST __ ~ J--- middotshymiddot-- middot- middotshy

DISTANCE FROM BASEUNE (FEET)

DISTANCE FROM BASEUNE (FEET)

STA 10+50

s

)

~ 6 i shy

shyNO DREDGING AT THIS STATION shy

TEMPLATE SHOWN FOR REFERENCE ONLY

-I )

NORTH SOUTH _

200 shy-rso -foe DISTANCE FROM BASEUNE (FEET)

NOTES

STA 11+00

I

MHW (-+033)

MLW (-168)

NORTH

~ A NO DREDGING AT THIS STATION

TtMPLATE HDWN fOR REFERENCE ONLY

SOUTH

DISTANCt FROM BASEUNE (FEET)

STA 11+50

MHW +033)

MLW (-168)

~ J NO DREDGING AT THIS STATION

Tpound14PLATE SHOWN fOR REFERENCE ONLY

NORTH SOUTH

DISTANCE fRO~ BASEUNE (FEET)

STA 12+00

ltHW (-+033)

IILW ( 168)

~ NO DREDGING AT THIS STATION

TEI4PLATE SHOWN FOR REFERENCE ONLY

NORTH SOUTH

00 -1SD -100 -so 6 50 100 ISO 2

DISTANCE FROM BASEUNE (FEET)

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

1 lt-4 gt2

loHW (+053)

9 0

-2 z ~-4

STA 13+00

~ ~-middot

-6

NO DREDGING AT THIS STATION SHOWN FOR

REFERENCE ONLY

-10 NORTH

-12 -200 -150 -100 -50 50

DISTANCE FROid BASEUNE (FEET)

100

SOUTH

I 0 200

1 lt-4

2middot lo1HW (+053)

STA 1l+50

-z ~-4g-6

-8

-10 NORTH

-12 -200 -150 -100

~ NO DREDGING AT THIS STATION SHOW~gt~ FOR

REFERENCE ONLY

-50

SOUTH

200

DISTANCE FROid BASEUNE (FEET)

B STA 14+00

6

I 4

2 MHW (+OJ3)

go- MLW (-168) I z sshy~-

~ NO DREDGING AT THIS STATION SHOWN FOR

REFERENCE ONLY

NORTH SOUTH

-- middotshyDISTANCE fROid BASEUNE (FEET)

5679 STRAND COURT NAPLES Fl 3411 0 FAX (239) 594-2025 PHONE (239) 594-2021 www_huiTlhdonondmonre_com

Army Corps of Engineers File SAJ-1996-02789 Date 22513 n_ -- 1 A - 1 -

STA 16+00 STA 17+50STA 14+50 sshy 1 c 4middot~ 4middot 5

4 ~ 2middot gt

2 IAHW (+033)- IIHW (+033)

0 -3 2middot ltmiddot

EAST

-fSO

bull1bull0~--------~~~==~~======= ~ MLW (-168) t-2middot

~ -z MLW (-168)

~-4NO DREDGING AT THIS STATION SHOWN FOR

REFERENCE ONLY NO DREDGING AT THIS STATION NO DREDGING AT THIS STATION~-6i~= TEIAPLATE SHOWW FOR REFERENCE ONLY TEIAPLATE SHOWN FOR REFERENCE ONLY

-8middot-8middot

-10-1DshyWEST

1 1WESTNORTH SOUTH ~ EAST

-12 I I I I I -

1dao -t so -1 oo _o 6 sh t6o do 2o -fOO -raquo0 0 Sb 100 150 200 -200 -150 -100 -~0 0 5o tampo 150 200

DiSTANCE FR04 BASELINE (FEET) DISTANCE FROM BASEliNE (FEET) DIS)ANCE FROM BASEUNE (FEET)

8

6 STA 16+50

bull 2

o1HW (+033)

loLW (-168) --

middotshy I 6middot

NO DREDGING AT THIS STATION

8shy TDIPtATE SHOWN FOR REFERENCE ONLY

o- EAST WEST

L

STA 15+00 STA 18+00

1

I 0 4middot gt2

IIHW (+033)

8 0 ldlW (-1688 ~-2I ~-

~-4~ NO DREDGING AT THIS ~= STATION SHOWN FORlt REFERENCE ONLf~-6NO DREDGING AT THIS STATION

TEIIPLATE SHOWN FOR REFERENCE ONLY -8

-1 -10 EAST WEST

-1DshyWEST

-12 1 I I I ~ EAST

_Joo -11so -11oo -~o 6 sb H~D do 2bo -1 -200 -150 -loa -~0 0 100 1~0 200

DISTANCE FROJA BASEUNE (FEET) DISTANCE FR0-4 BASEliNE (FEET) DISTANCE FROU BASELINE middot~ (FEET)

8 STA 15+50

8 STA 17+00

66

~ 4middot

STA 18+28

IAHW (+033)

MIW ( ts8) ---

EAST

NO ORE~ STATION SHOWN FOR

REFERENCE ONLY

WEST

~00 -150 -100 -so 0 50 100 1so 21

bull I bull 2 2I bull ldHW (+033)lo4HW +033)

ti 0ti MLW (-168) I _fEu-loLW (-168) ~ ~-2middot~-2

~ J~5 bull 55 ~=-middot ~

~-

~=6 a-sNO DREDGING AT THIS STATIONNO DREDGING AT THIS STATION~-TEMPLATE SHOWN FOR REFERENCE ONLfTEiolPlATpound SHOWN FOR REFERENCE ONLY 8 -8middot

-1 -10-1 o- EAST WEST -12

EAST WEST -12-1

middot200 -150 -tOO 50 100 1 0 21 -200 -150 -100 -so 0 50 100 150 2 I

DISTANCE FROM BASEUNE (FEET) DISTANCE FR0-4 BASEliNE (FEET) DISTANCE FROM BtSEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVDBB) 2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

5679 STRAND COURT NAPLES Fl 34110 FAX (239) 594-2025 PHONE 239) 594-2021 wwwhumistonandmoorecom

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 PltgtltHgt 11 rvt 11

o

R-38 R-39

NO FILL AT THIS STATION SHOWN NO FILL AT THIS STATION FOR REFERENCE ONLY SHOWN FOR REFERENCE ONLY

1-1 oL----------------------- 0 200

DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

R-41 R-42

NO FILL AT THIS STATION THIS STATION SHOWN FOR REFERENCE REFERENCE ONLYONLY SHOWN FOR

NO FILL AT

DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

NOTES

1 RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 2 COORDINATES SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN DATUM OF 1983 EAST ZONE (NAD83) 3 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)

R-40+725R-40

10

NAVD0

~ 5 z

t lw 033 NAVDI0 (MHWL)-168 NAVD

(MLW) I~ Isect

-5 1gt0 1771 FILL TEMPLATE 18 lLLJ 62 CYFT gt

-10~--------------L-------------------

I~ f-

1~ 68 NAVDI g

(MLW) I~

I~ I~ w lLLJ 73 CYFT

II NAVD

1771 FILL TEMPLATE

0 zoo 0 200 DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

NO FILL AT THIS MONUMENT SHOWN FOR VOLUMETRIC CALCULATION ONLY

R-43 R-44

10

_ 66 NAVDlb 66 NAVD ------4-7 NAVD

I-z 033 NAVD (MHW)-lt-----033 NAVD (MHW) li -168 NAVD (MLW) -168 NAVD (MLW)15

li-5

I~ 1771 FILL TEMPLATEI~ lLLJ 41 CYFT

0 1-101~---------L_---------~------------

200 0 200 SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

4 NORTH AND SOUTH LIMITS OF BEACH FILL TEMPLATE WITHIN MAXIMUM LIMITS SHOWN ON PERMIT PLANS BY PBSampJ DATED 7312012

5 ALL FILL TO BE PLACED UPLAND OF THE GULF OF MEXICO MHWL AND WITHIN THE LIMITS OF THE BEACH FILL TEMPLATES ON 5679 STRAND COURTPERMIT PLANS BY PBSampJ DATED 731 2012 NAPLES FL 3411 0

6 AREA LANDWARD OF DUNE FILL TO BE GRADED BASED ON SITE CONDITIONS AT THE TIME OF CONSTRUCTION FAX (239) 594-2025 PHONE (239) 594-2021 wwwhumlstonandrnoorecom

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 Pltgto- 1 J --f 1 ~

~

- 6Sm11S ~ 14ltgt5_ -6 ~ 14ltgt5 11 33361SZ 1laquo5- 61lt1gt073 ~ -- 3a3-n35 14ltU$ SS70tiLgtS 14gtgtS ~ 8EitG4S =ltl6S 1laquo5 NOOOEiGlNGATiHESiE~noNS 10054 ~1 1CS 6Se355 3secto7113 -__ a=1 -middot

~7 ~~ 7ltru) - mlS ~ - =

Q611SS =

t iiNIPLAf~ iNFCiRMAfloR ~fiOBLISHEti fiY DEP) MONUMENT ESTIMATED AVAiLABLE AVAILABLE

MONUMENT NORTHING EASTlNG AZIMUTH ELEVATION EFFECTIVE FILL FILL ID NAvebull DISTANCE VOLUME VOLUME

FEET) (FEET) DEGREES) FEET (FEET) (CVIFTI CVJ R-38 6898181 3fSI7837 2700 373 R-39 13887995 3B78747 2700 484 R-40 6877938 3879638 2700 297 500 82 3100 R40+725 13870688 3879638 2700 180 73 1314 R-41 BS67856 3880516 2700 324

middotroTAL AVAILABLEVOWME-NORTH FILL TEMPLATE 4414 0gt50 6882954 3879149 1795 100 92 920 1gt50 6862963 3880149 1795 100 206 2000 2gt50 6862972 31l81149 1795 100 139 1390

TOTAL AVAILABLE VOLUME -INLET FILL TEMPLATE 4370 R-42 6B57310 3192004 2650 423 R-43 6846923 3882485 2700 484 1300 36 4680 R-44 6837015 3883591 2700 674 550 41 2255

roTAL AVAILABLE VOWME -SOUTH FILL TEMPLATE 6935 TOTAL AVAILABLE VOLUME -ALL FILL TEMPLATESlt 15719

INLET FILL TEMPATE SECTIONS

STA D+SD

J-----255------- shy10 NAVD

92 CYFT FlU VOLUME

145 CYFT DESIGN CUT

11 CYFT OVER OEPTH CUT

SOUTH

-sao -400 -350 -300 -250 -200 -fso -foo -so 50 DISTANCE FROio BASEUNE (FEET)

t2j ~ ----J w lt-bullmiddotI sect_ ~ d-6

-middotmiddot -10

[ZJ 206 CYFT FILl YOLUI4E DESICWttrr[-5BNAVD)_I OVDDtPlH(-6StiAVO)shy

[Sj 228 CYFT DESIGN CUT

[[]] 12 CYFT OYER DEPTH CLJT

NORTI-I SOUTH

-lJoo -iso -ioo -iso -doo -11so -11oo -~o amp sh J

DISTANCE FROM BASELINE (FEET)

[ZJ 139 CfrT FILL VOLUUE

bSJ 14-5 CfFT OESIGN CUT

[I] 11 CYFT OVER DEPTH

NORTH

-150 -100

STA 2+50

t~SICIICUT(-551UVO)_

DVVI0[Pffi(-65MAVD)-

CUT

SOUTH

-250 -200 -fSO -faa 50 DISTANCE FROM BASEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)

2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM

JANUARY 3 TO 11 2013 4 FILL TEMPLATE LOCATION BASED ON PERMIT PLANS BY PBSampJ DATED 7312012

5679 STRAND COURT NAPLES FL 34110 FAX (239) 594-2025 PHONE (239) 594-2021 wwwbullhumlstQnandmoorecom

Army Corps of Engineers File SAJ-1996-02789 Date 22513 P~w-P 1~ nf 1~

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT B

Original PermitModification Drawings

4

Nov 24 1997 - 101327 DCWG010JPR079S2

SHEET 1 SHEET 2

~---Approximate Ending Point

~~~--Approximate Beginnin9 Point

0 ()

X w ~

u 0

u J J ()

0 ()

x w ~

LL 0

u J gt C)

SOUTH

EXCAVATION PLAN FOR CUTS 3 amp 4A THROUGH 40 FOR PER~ITIING

PURPOSES ONLY

PROJECT

APPLICANT

CLAM BAy

PELICAN BAY SERVICES DIVISION Figure

452(1)

0 T TACKNEY FLA REG 20853

middot 199602789(IP-CC) APR6 1998

---

Nov 06 1997 - 152223 DDWG010lPR079525dwg

V D NGVD V ONGVD 0~sect t_OJJ2

-wT J _3 11--zt ~

l 15 It l 20 It L I I I

CUT 1 CUT 2 amp 3

H~ t-~~ -4 II

L 40 It L I I

CUT 4A middot

VONGW I

~ S 20 Jtl l

I I

CUT 48

~-- middot~~-w~ --- - - ~- SEE NOTE-24 1

S30ftl lI I

~ CUT 4C

1 EXISTING SECTIONS VAirf ~~2 SIDE SLOPES 0 ANGLE OF REPOSE (ASSUMED 3D)

0 2 4 6 8 10 HORIZONTAl

TYPICAL CUT SECTIONS

PROJECT CLAM BAY APPLICANT middotPELICAN BAY SERVICES DIVISiON

WILSON

MILLER

~ COLLIER ~R 1997 TACKNEY AND ASSOC INC ~~~~i - of9S 25pound lot

COASTAL ENGINEERING N01d2--oso-oo -tRPiPmiddot middot~-ppoundR79 IIGTNO -~S918 25 atJ8

Figure 452(i)

D T TACKNEY fA RpoundGbull 20115J

199602789(IP-CC) APR6 1998

-~--~ ~

NOTE bull 1 TYPICAL PIPELINE ROUTE SHOJIN FOR ILLUSTRATION PURPOSES ONLY

ACTUAl PIPELINE ROUTE TO BE DETERMINED IN THE FIELD 2 ALL ELEVATIONS ARE REFERENCED TO NGVO 1929 3 All HORIZONTAL C(X)ROJNATES ARE IN STATE PLANE COORDINATE

SYSTEM NAO 1927 FLORIOA EAST ZONE

LEGEND ~ DREDGING CUT LIMITS ~zJ VOLUMEOFCUT~3ZOOOCV

----- STAnONIPROFILELOCATION

- - - - BASELINe

G) BASELINE POINT NUMBER

R-42 ONR REFERENCE MONUMENT

~ CORE BORING LOCATION C4(59)

- bull shy middot PIPELINE ROUTE

17iiIJ 181112522 gt111141 IN1ZII2 1203111 11120010 1227241 IM21111 1231317 11131~71 1227Ut 11112071 12eG517 IIIIQOI 1$00031 IMIUU 0031n IMI8311 1300171 115038AI 1310711 1111511827 13tttn 11amp241 ta 1310771 11121031 1~7711 1115311618 lnamplll4 etaat21 1288813 8IH215U 128iUt 881174131 128Bt72 81580023

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199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET OF 21

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DATE 10118 SCALpound1 AS SHOWNt_llriRCIIIIflllnlaquoITCit~middot-~ MIU2 1410CNI) --n PROJECT NO 8-0U SHEeT t 4 OF 21

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 14 OF 21

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DATE 1201SIB SCAlpound1 AS 5HOWH

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 15 OF 21

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT C

Standard Manatee Conditions for In-Water Work

5

STANDARD MANATEE CONDITIONS FOR IN-WATER WORK 2011

The permittee shall comply with the following conditions intended to protect manatees from direct project effects

a All personnel associated with the project shall be instructed about the presence of manatees and manatee speed zones and the need to avoid collisions with and injury to manatees The permittee shall advise all construction personnel that there are civil and criminal penalties for harming harassing or killing manatees which are protected under the Marine Mammal Protection Act the Endangered Species Act and the Florida Manatee Sanctuary Act

b All vessels associated with the construction project shall operate at Idle SpeedNo Wake at all times while in the immediate area and while in water where the draft of the vessel provides less than a four-footclearance from the bottom All vessels will follow routes of deep water whenever possible

c Siltation or turbidity barriers shall be made of material in which manatees cannot become entangled shall be properly secured and shall be regularly monitored to avoid manatee entanglement or entrapment Barriers must not impede manatee movement

d All on-site project personnel are responsible for observing water-related activities for the presence of manatee(s) All in-water operations including vessels must be shutdown if a manatee(s) comes within 50 feet of the operation Activities will not resume until the manatee(s) has moved beyond the 50-foot radius of the project operation or until 30 minutes elapses if the manatee(s) has not reappeared within 50 feet of the operation Animals must not be herded away or harassed into leaving

e Any collision with or injury to a manatee shall be reported immediately to the Florida Fish and Wildlife Conservation Commission (FWC) Hotline at 1-888-404-3922 Collision andor injury should also be reported to the US Fish and Wildlife Service in Jacksonville (1-904-731-3336) for north Florida or Vero Beach (1-772-562-3909) for south Florida and to FWC at I mperiledSpeciesmyFWCcom

f Temporary signs concerning manatees shall be posted prior to and during all in-water project activities All signs are to be removed by the permittee upon completion of the project Temporary signs that have already been approved for this use by the FWC must be used One sign which reads Caution Boaters must be posted A second sign measuring at least 8 by 11 explaining the requirements for Idle SpeedNo Wake and the shut down of in-water operations must be posted in a location prominently visible to all personnel engaged in water-related activities These signs can be viewed at MyFWCcommanatee Questions concerning these signs can be sent to the email address listed above

I Iii

Ill I All project vessels

IDLE SPEE NO AK

When a manatee is within 50 feet of work all in-water activities must

UT

IIi i it r i jur trt t bull

ild I 1-888-404-FWCC(3922)

orcell

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT D

Biological Opinion

6

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT E

Statewide Programmatic Biological Opinion

7

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT F

Self-Certification Statement of Compliance

8

--------------------

---------------------------------------------------------

-----------------------------------------------------

----------------

----------------------------

SELF-CERTIFICATION STATEMENT OF COMPLIANCE

Permit Number NW-3 Application Number SAJ-1996-02789

Permittees Name amp Address (please print or type)

Telephone Number

Location of the Work

Date Work Started Date Work Completed ________________

Description of the Work (eg bank stabilization residential or commercial filling docks dredging etc)

Acreage or Square Feet of Impacts to Waters of the United States

Describe Mitigation completed (if applicable)

Describe any Deviations from Permit (attach drawing(s) depicting the deviations)

I certify that all work and mitigation (if applicable) was done in accordance with the limitations and conditions as described in the permit Any deviations as described above are depicted on the attached drawing(s)

Signature of Permittee

Date

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT G

Permit Transfer Request

9

DEPARTMENT OF THE ARMY PERMIT TRANSFER REQUEST

PERMIT NUMBER SAJ-1996-02789

When the structures or work authorized by this permit are still in existence at the time the property is transferred the terms and conditions of this permit will continue to be binding on the new owner(s) of the property Although the construction period for works authorized by Department of the Army permits is finite the permit itself with its limitations does not expire

To validate the transfer of this permit and the associated responsibilities associated with compliance with its terms and conditions have the transferee sign and date below and mail to the US Army Corps of Engineers Enforcement Section Post Office Box 4970 Jacksonville FL 32232shy0019

(TRANSFEREE-SIGNATURE) (SUBDIVISION)

(DATE) (LOT) (BLOCK)

(STREET ADDRESS) (NAME-PRINTED)

(MAILING ADDRESS)

(CITY STATE ZIP CODE)

Page 7: JACKSONVILLE DISTRICT CORPS OF ENGINEERS …...FORT MYERS, FL 33919 REPLY TO ATTENTION OF Regulatory Division FEB 2 8 2013 South Permits Branch/Fort Myers Section SAJ-1996-02789 (NWP-WDD)

GENERAL CONDITIONS 33 CFR PART 320-330

PUBLISHED FEDERAL REGISTER DATED 13 NOVEMBER 1986

1 The time limit for completing the work authorized ends on date identified in the letter If you find that you need more time to complete the authorized activity submit your request for a time extension to this office for consideration at least one month before the above date is reached

2 You must maintain the activity authorized by this permit in good condition and in conformance with the terms and condition~ of this permit You are not relieved of this requirement if you abandon the permitted activity although you may make a good faith transfer to a third party in compliance with General Condition 4 below Should you wish to cease to maintain the authorized activity or should you desire to abandon it without a good faith transfer you must obtain a modification of this permit from this office which may require restoration of the area

3 If you discover any previously unknown historic or archeological remains while accomplishing the activity authorized by this permit you must immediately notify this office of what you have found We will initiate the Federal and state coordination required to determine if the remains warrant a recovery effort of if the site is eligible for listing in the National Register of Historic Places

4 If you sell the property associated with this permit you must obtain the signature of the new owner in the space provided and forward a copy of the permit to this office to validate the transfer of this authorization

5 If a conditioned water quality certification has been issued for your project you must comply with the conditions specified in the certification as special conditions to this permit For your convenience a copy of the certification is attached if it contains such conditions

6 You must allow a representative from this office to inspect the authorized activity at any time deemed necessary to ensure that it is being or has been accomplished in accordance with the terms and conditions of your permit

SAJ-1996-02789 Clam Pass Maintenance Dredge

Attachments to Department of the Army Nationwide Verification-3 Number SAJ-1996-02789

ATTACHMENT A- PERMIT DRAWINGS 13 pages dated 022513

ATTACHMENT B- ORIGINAL PERMITMODIFCATION DRAWINGS 27 pages

ATTACHMENT C- STANDARD MANATEE CONDITIONS FOR IN-WATER WORK 2011 2 pages

ATTACHMENT D- BIOLOGICAL OPIONON 68 pages

ATTACHMENT E- STATEWIDE PROGRAMMATIC BIOLOGICAL OPINION (excerpt) 22 pages

ATTACHMENT F- SELF-CERTIFICATION STATEMENT OF COMPLIANCE 1 page

ATTACHMENT G- PERMIT TRANSFER REQUEST 1 page

2

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT A

Permit Drawings

3

CONSTRUCTION PLANS CLAM PASS MAINTENANCE DREDGING

COLLIER COUNTY FLORIDA

LOCATION MAP

t SHEET INDEX

1 COVER SHEET AND LOCATION MAP 2 SITE PLAN WITH CONSTRUCTION ACCESS 3 SITE PLAN - DREDGE amp FILL 4 SITE PLAN - DREDGE amp FILL 5 TYPICAL INLET CROSS SECTION - DREDGE 6 CROSS SECTIONS - DREDGE 7 CROSS SECTIONS - DREDGE B CROSS SECTIONS - DREDGE 9 CROSS SECTIONS - DREDGE 1D CROSS SECTIONS - DREDGE 11 CROSS SECTIONS - DREDGE 12 CROSS SECTIONS - BEACH FILL 13 STATION CONTROL - DREDGE amp FILL VOLUME

j_ MHW 033 NAVD 1988

I J_18 168 I --- NGVD 1929

228 MLWI j middot--- __ MLLW

RELATIONSHIP BETWEEN NAVD 1988 NGVD 1929 MEAN HIGH WATER MEAN LOW

WATER AND THE MEAN LOWER LOW WATE TIDAL DATUM (1983-2DD1 EPOCH)

LABINS TIDE STATION NAPLES-GULF OF NOTES MEXICO NUMBER 872-5110

1 AERIAL PHOTOGRAPHS WERE TAKEN IN JANUARY 2D12 AND PROVIDED COURTESY OF COLLIER COUNTY PROPERTY APPRAISERS OFFICE 2 COORDINATES SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN DATUM OF 1983 EAST ZONE (NAD83) 3 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 4 NOTE THESE PERMIT DRAWINGS SHALL NOT BE CONSIDERED VALID FOR CONSTRUCTION PURPOSES UNLESS SIGNED AND SEALED BY EITHER

BRETT D MOORE P E 37326 KENNETH K HUMISTON PE 23326 MOHAMED DABEES P E lf58003 MARC DAMON PE 70615

5679 STRAND COURT NAPLES FL 3411 0 FAX (239) 594-2025 PHONE (239) 594-2021 wwwhurnlltgttnnnnrnnr-ltgt

Army Corps of Engineers File SAJ-1996-02789 Date 22513

- pound 1 _

Army Corps of Engineers File SAJ-1996-02789 Date 22513 Pltgtn-ltgt ) rvf 1 1

Army Corps of Engineers File SAJ-1996-02789 Date 22513

B c D E F G H I J K L M N 0 p Q

R s T u v w X y z

AA BB cc DO

3882294 3882590 3883503 3884494 3884983 3885366 3884585 3884874 3888558 3887526 3887855 3888540 3888076 3887188 3886940 3885844 3888007 3886177 3886144 3885913 3885732 3885594 3885204 3884835 3884445 3884054 3883584 3883149 3882289

6864033 6864179 6864586 6864831 6864893 6865236 6867151 6868233 6869815 6869157 6868769 6867433 6867167 6867812 6868267 6867539 6867341 6866860 6866351 6865816 6865287 6864780 6864389 6864042 6863687 6863332 6863151 6862907 6863582

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 D~n-a A + 1 l

TYPICAL DREDGE CUT FOR INLET STATIONS (0+00 TO 3+645) (STATION 1+00 SHOWN FOR REFERENCE ONLY)

--------~--~-7------=--= EXISTING( - o=sLOPE BEACH PROFILE (VARIES)

120--------------MHW +033 NAVD (161 NGVD)

---------------MLW -168 NAVD (-04 NGVD)

~1---------------BEACH COMPATIBLE SAND TO BE PLACED WITHIN THE FILL TEMPLATE LIMITS ON THE NORTH OR SOUTH SIDE OF THE PASS

-================= -58 (-45 NGVDl DESIGN CUT--J-------1-------l~- -63 NAVDNAVD ( -50 NGVD 05 OVER DEPTH ALLOWANCE 1-------45----shy

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013

5679 STRAND COURT NAPLES FL 341 10 FAX (239) 594-2025

~~tJ~~~2-~~~--~C~ 1 __ _

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 n --- c -C 11

STA -3+00

I NO DREDGING AT THIS STATION

TEIIPLATE SHOWN FOR REFtRENCE ONLY

-1QshyNORTH SOUTH

1 1 1-

1loo -dso -3oo -iso -ioo -1 so -1

1oo -~o 6 so

STA -1+50

-1QshyNORTH

_Joo -iso -~oo -iso -ioo

= NO DREDGING AT THIS STATION

TEUPLATE SHOWN FOR REFERENCE ONLY

-11so -11oo -bo 6

SOUTH

so 1

DISTANCE FROM BASEUNE (FEET) DISTANCE FROid BASEUNE (FEET)

~ 4

2 HW (+033)

8 ~-LW(-166)~~

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sect-bull -8middot

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STA -4+00

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I I I

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NO DREDGING AT THIS STATION Tpound1-PLATE SHOWN FOR REFERENCE ONLY

-lso -oo -So 6

I

SOUTH

so 1

STA -2+50

- shy-8

-1Q-i NO~TH - 1 ~400 -~50 -300 -zso -zoo

= NO DREDGING AT THIS STATION

TEMPLATE SHOWN FOR REFERENCE ONLY

-fso -roo -so 0

I

SOUTH

so

w4

i Zmiddot

STA -1+00

- 114-W (+Oll)

-____or--shy ~ NO DREDGING AT THIS STATION

TEJPlATE SHOWN FOR REFtRENCE ONLY

-1DshyNORTH SOUTH

-12~~r----r----r--r----------------------~---~ -~oo -3so -3oo -zso -zoo -1so -100 -so o 50

DISTANCE FROM BASELINE (FEET)

8

6

4

2 MHW (+033)

MLW (-168)

NORTH

middot-shy --shy L

NOTES

STA -3+50

_U NO DREDGING AT THIS STATION

TEMPLATE SHOWN FOR REFERENCE ONLY

SOUTH

--shy --shy middot-shy --shy ~ T --DISTANCf fR014 BASELINE (FEET)

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL 2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC

DISTANCE FROM BASELINE (FEET) DISTANCE FROM BASEUNE (FEET)

STA -2+00 STA -0+50

~ 4 2 2middot

UHW (+033) - J 14HW (+Ol3)

MLW (-158) 1rH o ~ ~

NO DREDGING AT THIS STATION TtMPLATE SHOWN FOR REFtRENCE ONLY

NO DREDGING AT THIS STATION TEMPLATE SHOWN FOR REFERENCE ONIY -middot

-1DshyNORTH SOUTH NORTH SOUTH

1 -12_-------r--r-------~-----------------~~1 1 1-~so -~oo -iso -ioo -1 so -1 oo -~o 6 5o -4oo -gt5o -3oo -250 -zoo -150 -100 -so o so DISTANCE FROM BASEUNE (FEET) DISTANCE FROid BASEUNE (FEET)

DATUM OF 1988 (NAVD88)

FROM JANUARY 3 TO 11 2013

5679 STRAND CDURT NAPLES FL 34110 FAX (239) 594-202S ~_HN~J~~L-~~~-~0~1__ _

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Army Corps ofEngineers File SAJ-1996-02789 Date 22513 P~o-p n nf 1 i

000~ Il - shy

STA 0+00 STA 0+75

Dl

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hs] 111 CYFT DESIGN CUT -middot-middotmiddot [I] t1 CYFT OVER DEPTH CUT-1 -1

SOUTHNORTH SOUT~ -124-~---~~---r--------------------------- -12 1 1 I I I

-400 -350 -soo -250 -zoo -1 so -100 50 -400 -350 -too -iso -ioo -150 -100 -so so DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 0+25

s 4middot 0

3 2middot~j gt

-uH~5 )

tllW - ltltgt~ I

(-168)

DSIOIICUT(-SBtuvtl)_ OvtROtPTH(-SlWvtl) shy

hsJ 149 CYFT DESIGN CUT

CD 11 CYFT OVER DEPTH CUT -1 NORTH SO~TH I

I-smiddotso -300 -tso -too -fso -100 --o 0 50

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 1+25STA 0+50

~ bullmiddot ~ j~ ------ ~ -2middot z ~-4middot

bSj 146 CYFT DESIGN CUT ~-middot -middotmiddot CO 11 CfFT OVER DEPTH CUT-10

SOUTHNORTH SOUTH -121-~--~---------------------~-~-------~~ _0-400 -350 -300 -250 -200 -150 -100 -50 0 so 50

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

STA 1+00Dl 4

OESION CUT (-SB WVD) ___ DVERD[PTH(-SJNlvtl)-

-350 -300 -zso -zoo -150 -foo

SOUTH

50

~HW(+o-gt1

z ~-4 gtij-6

-middot -10

-124-~------r-----~-----~--r--~~--~-------~~ -400 -350 -300 -2so -200 -1so -100 -so o so

DISTANCE FROM BASEUNE (FEET)

STA 1+75

0 4

~ 2

-- oj~~HW ------~--==-~~~~~$~gtlt--11(+o~J8 MLW (-168) ~ -~- _ ~ bull_r

~-2 z ~-4

DtsiGNClJT(-5BNAVD)_sect-s OVERDiiTN(-5JIUVD)-

rs) 202 CYFT DESlCN CUT-middot [[]) 12 CYFT OVER DEPTH CUT-10

SOUTI-I -12 I NO~TH I l I l [ I I I

-4DO -~so -30D -zso -zoo -1so -100 -so b so

DISTANCE FROM BASEUNE (FEET)

STA 2+00

0 4

~jbullHW(+033) ~~ ~ I8 MlW (-168) ~-2

~-4 DtSIGIICliT(-58NlVD)_

~-6 ovt~ otrm (-~5middot wvo) shy

SOUTH

-too -fso -foo -so 50

DSTANCE FROM BASEUNE (FEET)

-middot -1

-3oo -tso

5679 STRAND COURT NAPLES FL 3411 D FAX (239) 594-2025 PHONE (239) 594-2021 wwwhumlstonandmoorecom

STA 1+50

D[SIGNCUT(-58Wvtl)_ DVEROtPTH(-6JHIIVll) shy

bSJ 228 CYFT DESIO~ CUT

ITJ] ll CYFT OVER DEPTH CUT

middotNORTH SOUTH

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 o- 7 f 1 ~

-350 -3oo -tso -too -1so -foo

3a-l TY~TUololJ

-1

~ 274

OJ 27 CYFT OVER

NORTH

-fSO

STA 5+00STA 2+25 STA 4+10

~ 4 ~4

000(-1

DESGtIGUT(-58WAV0)_1 DVEROEPTII(-5ltllvtl)-

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2ojw (-168) v=8SSSYg__jbullLw (-168) I ~-2 z

~-2 ~-4 OESIGNCUT-SINAVD)_ bgt) gtI)-)) G~E~~~=~~~~-3 ~-6 OVGDEPIH(-SJIUVD)shy

D 121 CYFT DESH3N CUT-41 [SJ 171 CfrT DESIGN CUT CYFT OESICN CUT-middotmiddot ITJ] 11 ((FT OVER DEPTH CUT DEPTH CUT-sl rn 11 CfFT OVER DEPTH CUT -10 tIORTH SOUTH NORTH SOUTH SOUTH

1 1 -12~~--~------~---~---~~--~---------------~-~Joo -$so -~oo -dso -doo -t so -1 oo -1( 6 sh -400 -350 -300 -250 -200 -150 -100 -50 -foo -so so 100 150 200 DISTANCE FROU BASEUNE (FEET) DISTANCE FRO~ SASEUNE (FEET) DISTAHCE FROliC BASELIHE (fEET)

STA 2+50

0~ 4 gt2 2middot 2

-l ti ~ sect_4

4

2 JIHW +033)

STA 3+30

0-2Jw (-16

8) ~-ltgt~ I

D 17 CYFT DESIGN CUT

ITJJ t I CYFT OVER DEPTH CUT

NORTH SOUTH 1 1 1 1-ioo b 1

~ d-6 -8

-10 SOUTH

50 -tJoo -~so -3oo -dso -tso -1 oo -ho so -roo -50 5middoto 100 150 200 DISTANCE FRO~ BASEUNE (FEET) DISTAHCE FROM BASELIHE (FEET)

STA 3+645 STA 5+10

0 4~4 2middot

3 2 JMHW +033)-_J~ ti 0

8~ -2jw (-168) B0 jw (-16 )~-2

~-4 ~-4middot 100--000-0

f ) 1 I 1 ) IYi ~E~~ ~ ~~~~-6 ~-6 -8 [Sj 108 CYFT DESIGN CUT -8 (sJ 248 CYrT OESlGN CUT

ITJ] 11 CYFT OYER DEPTH CUT rn 27 cvrr ovER DEPTH cuT-10 -1 NORTH SOUTH NORTH SOUTH

1 1

--p~ I

1 1 15middoto -tJoo -~so -ioo -dso -ioo -1 so -1 oo -~o b sh -1doo -1 so -1 oo -~o 6 sh 16o H~o 20

DISTANCE FROM BASELINE (FEET) DISTANCE FROid BASEUNE (fEET) DISTANCE FROliC BASELINE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 PRECDNSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

5679 STRAND COURT NAPLES FL 34110 FAX (239) 594-2025 ~_H_(NtJf_~~Ll~-~~1__ _

_ o-=IIIHW l-t0bull5Y) oogt~ lt(y

~G~~ ~==~ ~~~ ~

~ 4

~ 2middot

[SJ 145 CYFI DESIGN CUT

[I] 11 CfFT OV[R DEPTH CUT

NORTH

-350 -300 -250 -200 -150

DISTANCE FROtt BASEUNE (FEET)

STA 2+75

-foo -~o

_ o-=IMHW t+0bull55) ~ (

o~~~ ~~ ~~ -1

-250 -200 -fso -100 -middotbullO

SOUTH

-1

~ 275 CYFT DESIGN CUT

[I] 26- CYFT OVER DEPTH CUT

NORTH

-fso

STA 4+60

SOUTH

Army Corps of Engineers File SAJ-1996-02789 Date 22513 PltoP R of 1 i

STA 5+60

~4 2middot3 JMHW (+033)

IALW -168

) gt gt ) gtJ==~~~a~ ~=~ ~~

[Sj 185 CYfrT DESIGN CUT

21 CYFT OVER DEPTH CUT

NORTH SOUTH

-fso -foo -50 o smiddoto

[I]

200 DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 6+10 STA 7+50

-obull ~ 4middot

~ 2middot t

2 J11HW (+033)I

~ O MLW (-168) --2 z

~ btsiGNCUT(-UNIVll)

K ( 6 ( 1 0r J ==~o~E~~ ~ ~~ titCt--==OVEDEPTH(-IlIIVll)= [Sj 17 rtFT DESIGN CUTCYFT DESIGN CUT -8

m 07 CYFT OYER DEPTH CUT

- nJMnn TVogtgt)

~LW (-168)

[Sj 109

oJ 17

NORTH

-rso 260 -tdoo -lso -ioo -bo 6 5b tdo 1Jo 260

rrjFT OVER DEPTH CUT -10

WEST EASTSOUTH

-foo -so 5o 100 1$0 200 -1Joo -115o -loa -~o 6 sb 16o 1o

STA 8+50STA 7+10

~ 4middot0 4

i MHW (+033)

Ef oj~ALw (-168) --2 ~0 gtonn bullbull

[SJ 105 CYFT

~~~~--------------~==~-=====~~===========]z ~-4 _J Hmiddot)_____ I_ DESIGNOE~~ (-51 NIVD) yf 5 (I) ((I f (I 9rf ==~c~~~ ~ ~

-~~-6 -8-J bS) 16 ClFT DESIGN CUT DESIGN CUT

CD tD ClFT OVER DEPTH CUT ITJ 22 CYFT OVER DEPTH CUT-10 -10

WEST EAST WEST EAST 1_Joo -11 -11 -~o b sb 1Jo 1~0 2o -t_Joo so 1oo -~o 6 5h 1Jo tdo 2amposo oo -1 -1

DISTANCE FROM BASEUNE (rEET)

STA 9+00

0 4

MHW +D33) 0

ti jMtw lt us) ~x_ lt_z z ~-4middot -lt Ilt ( ( ((Ilt (t) I ~~ ~~ =~~~

~-middot -8-J bSJ 127 CfFT DESIGN CUT

rn 25 CYFT OYER DEPTH CUT-10 WEST EAST

I)

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 8+00 STA 9+50STA S+SO

0 4middot~4 ~4 ~ 2middot MHW (+055) MHW (+D33bull) ~MHW (+033)

E0 loLW (-168)li jMLW ( 168) I I

shy

I emiddotojMLW ( 168) 7 ~ I I --2 --2 -z

z-~--~ DESIGNCUT(-bullsNIVb)~-4 ~-4middot~-4 _DESIONCUT(-5 5HAVD) ~==WEI1DEItH(-53NIVIl)-DVERDEPTH(-551UVIl)~-middot ~-middot ~-middot

-B-J rs) 52 cfFT DESIGN CUT [Sj 108 CfFT DESIGN CUT-8-l [Sj 31 CIFT DESIGN CUT -8 [I] 14 CYFT OYER DEPTH CUT ITJ 26 Cln OVER DEPTH CUTrn 11 CIFT OVER DEPTH CUT -10-10 -10 WEST EASTNORTH SOUTH WEST EAST

_~2tOO~r-~-r-~-~-r~~~--~~---------=~~ -12 j I I I Q l Q I 6 -1z-r--r----r----r----r----r--r--~--------_ -150 -roo -so 200 -200 -15o -too -so so 1 o 1so 2 a -200 -ISO -100 --o 50 200

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

5679 STRAND COURT NAPLES FL 34110 FAX (239) 594-2025 PHONE (239) 594-2021 wwwhum1stonandmoorecom

Army Corps ofEngineers File SAJ-1996-02789 Date 22513

8 STA 10+00

6

lt I2 4

MHW (+0bull 53)

li E l MLW (-16S) ~ 1amp-2middot z z

Q-4middot0 ~ I NO OREOGINO AT THIS STATION ~-~=

TEIIPLATE SHOWN fOR REfERENCE ONLY

4

-10

-12middot

6

4

2 MHW (+03J)

STA 10+19

UIW (-168)

NORTH

~ ~J NO DREDGING AT THIS STATION

TEUPLAT SHOWN FOR REFERENCE ONLY

SOUTH

-no -150 -100 -so b 50 ulo do 2

8

6

B

lt ~ 23 1

4

g g z 0 6

i- ~-

~- ~-

_-I o-_ 1gtshy

-I

1gt- WEST EAST __ ~ J--- middotshymiddot-- middot- middotshy

DISTANCE FROM BASEUNE (FEET)

DISTANCE FROM BASEUNE (FEET)

STA 10+50

s

)

~ 6 i shy

shyNO DREDGING AT THIS STATION shy

TEMPLATE SHOWN FOR REFERENCE ONLY

-I )

NORTH SOUTH _

200 shy-rso -foe DISTANCE FROM BASEUNE (FEET)

NOTES

STA 11+00

I

MHW (-+033)

MLW (-168)

NORTH

~ A NO DREDGING AT THIS STATION

TtMPLATE HDWN fOR REFERENCE ONLY

SOUTH

DISTANCt FROM BASEUNE (FEET)

STA 11+50

MHW +033)

MLW (-168)

~ J NO DREDGING AT THIS STATION

Tpound14PLATE SHOWN fOR REFERENCE ONLY

NORTH SOUTH

DISTANCE fRO~ BASEUNE (FEET)

STA 12+00

ltHW (-+033)

IILW ( 168)

~ NO DREDGING AT THIS STATION

TEI4PLATE SHOWN FOR REFERENCE ONLY

NORTH SOUTH

00 -1SD -100 -so 6 50 100 ISO 2

DISTANCE FROM BASEUNE (FEET)

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

1 lt-4 gt2

loHW (+053)

9 0

-2 z ~-4

STA 13+00

~ ~-middot

-6

NO DREDGING AT THIS STATION SHOWN FOR

REFERENCE ONLY

-10 NORTH

-12 -200 -150 -100 -50 50

DISTANCE FROid BASEUNE (FEET)

100

SOUTH

I 0 200

1 lt-4

2middot lo1HW (+053)

STA 1l+50

-z ~-4g-6

-8

-10 NORTH

-12 -200 -150 -100

~ NO DREDGING AT THIS STATION SHOW~gt~ FOR

REFERENCE ONLY

-50

SOUTH

200

DISTANCE FROid BASEUNE (FEET)

B STA 14+00

6

I 4

2 MHW (+OJ3)

go- MLW (-168) I z sshy~-

~ NO DREDGING AT THIS STATION SHOWN FOR

REFERENCE ONLY

NORTH SOUTH

-- middotshyDISTANCE fROid BASEUNE (FEET)

5679 STRAND COURT NAPLES Fl 3411 0 FAX (239) 594-2025 PHONE (239) 594-2021 www_huiTlhdonondmonre_com

Army Corps of Engineers File SAJ-1996-02789 Date 22513 n_ -- 1 A - 1 -

STA 16+00 STA 17+50STA 14+50 sshy 1 c 4middot~ 4middot 5

4 ~ 2middot gt

2 IAHW (+033)- IIHW (+033)

0 -3 2middot ltmiddot

EAST

-fSO

bull1bull0~--------~~~==~~======= ~ MLW (-168) t-2middot

~ -z MLW (-168)

~-4NO DREDGING AT THIS STATION SHOWN FOR

REFERENCE ONLY NO DREDGING AT THIS STATION NO DREDGING AT THIS STATION~-6i~= TEIAPLATE SHOWW FOR REFERENCE ONLY TEIAPLATE SHOWN FOR REFERENCE ONLY

-8middot-8middot

-10-1DshyWEST

1 1WESTNORTH SOUTH ~ EAST

-12 I I I I I -

1dao -t so -1 oo _o 6 sh t6o do 2o -fOO -raquo0 0 Sb 100 150 200 -200 -150 -100 -~0 0 5o tampo 150 200

DiSTANCE FR04 BASELINE (FEET) DISTANCE FROM BASEliNE (FEET) DIS)ANCE FROM BASEUNE (FEET)

8

6 STA 16+50

bull 2

o1HW (+033)

loLW (-168) --

middotshy I 6middot

NO DREDGING AT THIS STATION

8shy TDIPtATE SHOWN FOR REFERENCE ONLY

o- EAST WEST

L

STA 15+00 STA 18+00

1

I 0 4middot gt2

IIHW (+033)

8 0 ldlW (-1688 ~-2I ~-

~-4~ NO DREDGING AT THIS ~= STATION SHOWN FORlt REFERENCE ONLf~-6NO DREDGING AT THIS STATION

TEIIPLATE SHOWN FOR REFERENCE ONLY -8

-1 -10 EAST WEST

-1DshyWEST

-12 1 I I I ~ EAST

_Joo -11so -11oo -~o 6 sb H~D do 2bo -1 -200 -150 -loa -~0 0 100 1~0 200

DISTANCE FROJA BASEUNE (FEET) DISTANCE FR0-4 BASEliNE (FEET) DISTANCE FROU BASELINE middot~ (FEET)

8 STA 15+50

8 STA 17+00

66

~ 4middot

STA 18+28

IAHW (+033)

MIW ( ts8) ---

EAST

NO ORE~ STATION SHOWN FOR

REFERENCE ONLY

WEST

~00 -150 -100 -so 0 50 100 1so 21

bull I bull 2 2I bull ldHW (+033)lo4HW +033)

ti 0ti MLW (-168) I _fEu-loLW (-168) ~ ~-2middot~-2

~ J~5 bull 55 ~=-middot ~

~-

~=6 a-sNO DREDGING AT THIS STATIONNO DREDGING AT THIS STATION~-TEMPLATE SHOWN FOR REFERENCE ONLfTEiolPlATpound SHOWN FOR REFERENCE ONLY 8 -8middot

-1 -10-1 o- EAST WEST -12

EAST WEST -12-1

middot200 -150 -tOO 50 100 1 0 21 -200 -150 -100 -so 0 50 100 150 2 I

DISTANCE FROM BASEUNE (FEET) DISTANCE FR0-4 BASEliNE (FEET) DISTANCE FROM BtSEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVDBB) 2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

5679 STRAND COURT NAPLES Fl 34110 FAX (239) 594-2025 PHONE 239) 594-2021 wwwhumistonandmoorecom

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 PltgtltHgt 11 rvt 11

o

R-38 R-39

NO FILL AT THIS STATION SHOWN NO FILL AT THIS STATION FOR REFERENCE ONLY SHOWN FOR REFERENCE ONLY

1-1 oL----------------------- 0 200

DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

R-41 R-42

NO FILL AT THIS STATION THIS STATION SHOWN FOR REFERENCE REFERENCE ONLYONLY SHOWN FOR

NO FILL AT

DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

NOTES

1 RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 2 COORDINATES SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN DATUM OF 1983 EAST ZONE (NAD83) 3 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)

R-40+725R-40

10

NAVD0

~ 5 z

t lw 033 NAVDI0 (MHWL)-168 NAVD

(MLW) I~ Isect

-5 1gt0 1771 FILL TEMPLATE 18 lLLJ 62 CYFT gt

-10~--------------L-------------------

I~ f-

1~ 68 NAVDI g

(MLW) I~

I~ I~ w lLLJ 73 CYFT

II NAVD

1771 FILL TEMPLATE

0 zoo 0 200 DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

NO FILL AT THIS MONUMENT SHOWN FOR VOLUMETRIC CALCULATION ONLY

R-43 R-44

10

_ 66 NAVDlb 66 NAVD ------4-7 NAVD

I-z 033 NAVD (MHW)-lt-----033 NAVD (MHW) li -168 NAVD (MLW) -168 NAVD (MLW)15

li-5

I~ 1771 FILL TEMPLATEI~ lLLJ 41 CYFT

0 1-101~---------L_---------~------------

200 0 200 SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

4 NORTH AND SOUTH LIMITS OF BEACH FILL TEMPLATE WITHIN MAXIMUM LIMITS SHOWN ON PERMIT PLANS BY PBSampJ DATED 7312012

5 ALL FILL TO BE PLACED UPLAND OF THE GULF OF MEXICO MHWL AND WITHIN THE LIMITS OF THE BEACH FILL TEMPLATES ON 5679 STRAND COURTPERMIT PLANS BY PBSampJ DATED 731 2012 NAPLES FL 3411 0

6 AREA LANDWARD OF DUNE FILL TO BE GRADED BASED ON SITE CONDITIONS AT THE TIME OF CONSTRUCTION FAX (239) 594-2025 PHONE (239) 594-2021 wwwhumlstonandrnoorecom

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 Pltgto- 1 J --f 1 ~

~

- 6Sm11S ~ 14ltgt5_ -6 ~ 14ltgt5 11 33361SZ 1laquo5- 61lt1gt073 ~ -- 3a3-n35 14ltU$ SS70tiLgtS 14gtgtS ~ 8EitG4S =ltl6S 1laquo5 NOOOEiGlNGATiHESiE~noNS 10054 ~1 1CS 6Se355 3secto7113 -__ a=1 -middot

~7 ~~ 7ltru) - mlS ~ - =

Q611SS =

t iiNIPLAf~ iNFCiRMAfloR ~fiOBLISHEti fiY DEP) MONUMENT ESTIMATED AVAiLABLE AVAILABLE

MONUMENT NORTHING EASTlNG AZIMUTH ELEVATION EFFECTIVE FILL FILL ID NAvebull DISTANCE VOLUME VOLUME

FEET) (FEET) DEGREES) FEET (FEET) (CVIFTI CVJ R-38 6898181 3fSI7837 2700 373 R-39 13887995 3B78747 2700 484 R-40 6877938 3879638 2700 297 500 82 3100 R40+725 13870688 3879638 2700 180 73 1314 R-41 BS67856 3880516 2700 324

middotroTAL AVAILABLEVOWME-NORTH FILL TEMPLATE 4414 0gt50 6882954 3879149 1795 100 92 920 1gt50 6862963 3880149 1795 100 206 2000 2gt50 6862972 31l81149 1795 100 139 1390

TOTAL AVAILABLE VOLUME -INLET FILL TEMPLATE 4370 R-42 6B57310 3192004 2650 423 R-43 6846923 3882485 2700 484 1300 36 4680 R-44 6837015 3883591 2700 674 550 41 2255

roTAL AVAILABLE VOWME -SOUTH FILL TEMPLATE 6935 TOTAL AVAILABLE VOLUME -ALL FILL TEMPLATESlt 15719

INLET FILL TEMPATE SECTIONS

STA D+SD

J-----255------- shy10 NAVD

92 CYFT FlU VOLUME

145 CYFT DESIGN CUT

11 CYFT OVER OEPTH CUT

SOUTH

-sao -400 -350 -300 -250 -200 -fso -foo -so 50 DISTANCE FROio BASEUNE (FEET)

t2j ~ ----J w lt-bullmiddotI sect_ ~ d-6

-middotmiddot -10

[ZJ 206 CYFT FILl YOLUI4E DESICWttrr[-5BNAVD)_I OVDDtPlH(-6StiAVO)shy

[Sj 228 CYFT DESIGN CUT

[[]] 12 CYFT OYER DEPTH CLJT

NORTI-I SOUTH

-lJoo -iso -ioo -iso -doo -11so -11oo -~o amp sh J

DISTANCE FROM BASELINE (FEET)

[ZJ 139 CfrT FILL VOLUUE

bSJ 14-5 CfFT OESIGN CUT

[I] 11 CYFT OVER DEPTH

NORTH

-150 -100

STA 2+50

t~SICIICUT(-551UVO)_

DVVI0[Pffi(-65MAVD)-

CUT

SOUTH

-250 -200 -fSO -faa 50 DISTANCE FROM BASEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)

2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM

JANUARY 3 TO 11 2013 4 FILL TEMPLATE LOCATION BASED ON PERMIT PLANS BY PBSampJ DATED 7312012

5679 STRAND COURT NAPLES FL 34110 FAX (239) 594-2025 PHONE (239) 594-2021 wwwbullhumlstQnandmoorecom

Army Corps of Engineers File SAJ-1996-02789 Date 22513 P~w-P 1~ nf 1~

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT B

Original PermitModification Drawings

4

Nov 24 1997 - 101327 DCWG010JPR079S2

SHEET 1 SHEET 2

~---Approximate Ending Point

~~~--Approximate Beginnin9 Point

0 ()

X w ~

u 0

u J J ()

0 ()

x w ~

LL 0

u J gt C)

SOUTH

EXCAVATION PLAN FOR CUTS 3 amp 4A THROUGH 40 FOR PER~ITIING

PURPOSES ONLY

PROJECT

APPLICANT

CLAM BAy

PELICAN BAY SERVICES DIVISION Figure

452(1)

0 T TACKNEY FLA REG 20853

middot 199602789(IP-CC) APR6 1998

---

Nov 06 1997 - 152223 DDWG010lPR079525dwg

V D NGVD V ONGVD 0~sect t_OJJ2

-wT J _3 11--zt ~

l 15 It l 20 It L I I I

CUT 1 CUT 2 amp 3

H~ t-~~ -4 II

L 40 It L I I

CUT 4A middot

VONGW I

~ S 20 Jtl l

I I

CUT 48

~-- middot~~-w~ --- - - ~- SEE NOTE-24 1

S30ftl lI I

~ CUT 4C

1 EXISTING SECTIONS VAirf ~~2 SIDE SLOPES 0 ANGLE OF REPOSE (ASSUMED 3D)

0 2 4 6 8 10 HORIZONTAl

TYPICAL CUT SECTIONS

PROJECT CLAM BAY APPLICANT middotPELICAN BAY SERVICES DIVISiON

WILSON

MILLER

~ COLLIER ~R 1997 TACKNEY AND ASSOC INC ~~~~i - of9S 25pound lot

COASTAL ENGINEERING N01d2--oso-oo -tRPiPmiddot middot~-ppoundR79 IIGTNO -~S918 25 atJ8

Figure 452(i)

D T TACKNEY fA RpoundGbull 20115J

199602789(IP-CC) APR6 1998

-~--~ ~

NOTE bull 1 TYPICAL PIPELINE ROUTE SHOJIN FOR ILLUSTRATION PURPOSES ONLY

ACTUAl PIPELINE ROUTE TO BE DETERMINED IN THE FIELD 2 ALL ELEVATIONS ARE REFERENCED TO NGVO 1929 3 All HORIZONTAL C(X)ROJNATES ARE IN STATE PLANE COORDINATE

SYSTEM NAO 1927 FLORIOA EAST ZONE

LEGEND ~ DREDGING CUT LIMITS ~zJ VOLUMEOFCUT~3ZOOOCV

----- STAnONIPROFILELOCATION

- - - - BASELINe

G) BASELINE POINT NUMBER

R-42 ONR REFERENCE MONUMENT

~ CORE BORING LOCATION C4(59)

- bull shy middot PIPELINE ROUTE

17iiIJ 181112522 gt111141 IN1ZII2 1203111 11120010 1227241 IM21111 1231317 11131~71 1227Ut 11112071 12eG517 IIIIQOI 1$00031 IMIUU 0031n IMI8311 1300171 115038AI 1310711 1111511827 13tttn 11amp241 ta 1310771 11121031 1~7711 1115311618 lnamplll4 etaat21 1288813 8IH215U 128iUt 881174131 128Bt72 81580023

232130 21 23Z7RZI 22 2S21oampBI2 21 Ua71011

~= Z1l 2331117 27 23W7C35 28 23110100

lll80tZamp lleo8011 tlll20e32 HUHN 111321131 81N0211 8111 111871005 11875020 ~I RESTORATION

CLAMBAY

DREDGING CUT 4 -SITE PLAN FOR PELICAN BAY SERVICES DISTRICT

M IISlOIIJIOORENQNEERa IDeiINRPOFIrRO HOfm-llltE tbull

DATE21B9 ALE 8042CON-AER-CUT4 rMlESflOilIOJil410CI

iN11~ii-6-21Q1 PROJECT NO 8-042 DATUM NGVDGRIO SHEET 7 OF 21

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET OF 21

sra )

I I L ubull l t ~~

~~middotmiddot l r - II - -bull1__ -lOii amp 1Ciltj -loa -loo 40 ~ -lOii -iiM -lOll -liO ampshy

-~~~ ---~ -~~~

l l I t L ~ - ~ ~

-~- - II a+c-~-~~--_~-------~--1 ~1ila-r ~1011 - -amp ~llit - -ampo t l gount

DISJMCI nc1111 UIIlJic (Jttl) GmuG ~ uNpound ~ DIIT~ _ USDIIt (JUT)

aa _

I I I L L ~

I 1shyr~~~--~~CL~-~~~~~~_~~

I =~~-b~-m=middot~-~~-----~J~~-

IIUMIX ~ IIUUM (nl1) -rMcz _ 8MIUI1 (nDJ

1-

1 orampshy

I ~

-l -bull1__Jlll -lOii middot -ampII -lOii -lao

CIITMCI _ IUIIJIC (Jill) DlllUCS _ IIASIaC (PUT) DIITMICI _ aMI (rU1]

HM CLAM BAY

bull RESTORATION bull CUT4 CROSS-SECTIONS

~-=a~--- DATE t2D1SI8 IftlE 21042-XS I SCALEbull AS 5HOWH I middot ~)~1

Pafttr-~ un bull __ run1u wrvnJe1llln SHEEn 10 or 21

~i m-

shy

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 10 OF 21

~--ORll

~fIII (Rn)

Jn1+Jt

linua ~ yenQI1 _ ibilii-CI poundMr(lllll QIIIIiil a

-L~ I Ii_J Isectshy

-----~

- -~ - shy laEiiiliiilii C ~

U~ttmiddot

---iJUS) 199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 11 OF 21

__ ltiiiiDT-Uiil--ri ~middotno~lpound

Moli~CC IIIIWmiddot~ (Fm)

middotumiddots -~IZIR-_Q CiCIIWIJCnIJ na

_ ___~

~JiotlaaampIIZ(R511o

CLAM BAY RESTORA-TION

CUTf4- CROSS-SCTtOHS

~r-F- 1M1Eo Uftlfjl IPU _ sce OS - I ~bull ~~we Lftl rbullgtn_ ~~- ~~middot11 t)f 21

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199602789(1P-GC) MODIFICATION 1 FEB 26 1999 SHEET 12 OF 21

fIIDIUTCOIIIIoiM COWPDIQl bull nGS bull ltDI -middotshy

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Illamp 14+11 ~middotIUSmiddot

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HM CLAMBAY

RESTORATION CUT4 CROSS-SECTIONS

rl~rrmiddot_bullbullrlbullbulllbullbull-1middot~Aubull_bullbull~u-~bull~bull---il~sC4u~bulloWH-II _ (a-11) _Jall PROJECT HO -C42 SHEpound1 t2 or 21

fOIIIr~~cr ~ bull - -za16 bull

t-------r~------~ ~~

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amt~ ~ MIIUII (rio)

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amMa _ IMIUC 0111)

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CUT4 CROSS-SECTIONS FOib IEIJCAII MY SfJMCES DISlliiCI

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CLAM BAY RESTORATION

middot CUT4 CROSS-SECTIONSHMFOR PEUCAH BAT SDMCES DJSTRICf

DATE 10118 SCALpound1 AS SHOWNt_llriRCIIIIflllnlaquoITCit~middot-~ MIU2 1410CNI) --n PROJECT NO 8-0U SHEeT t 4 OF 21

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 14 OF 21

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bull RESTORATION CUT 4 CROSS--SECTIONS bull lc BEACH DISPOSAL SECTIONS

- FORt PEUCAH BAT 5EHVICES DISTRICT

~middot ~ r~~~~~m u (WI) ~

DATE 1201SIB SCAlpound1 AS 5HOWH

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 15 OF 21

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT C

Standard Manatee Conditions for In-Water Work

5

STANDARD MANATEE CONDITIONS FOR IN-WATER WORK 2011

The permittee shall comply with the following conditions intended to protect manatees from direct project effects

a All personnel associated with the project shall be instructed about the presence of manatees and manatee speed zones and the need to avoid collisions with and injury to manatees The permittee shall advise all construction personnel that there are civil and criminal penalties for harming harassing or killing manatees which are protected under the Marine Mammal Protection Act the Endangered Species Act and the Florida Manatee Sanctuary Act

b All vessels associated with the construction project shall operate at Idle SpeedNo Wake at all times while in the immediate area and while in water where the draft of the vessel provides less than a four-footclearance from the bottom All vessels will follow routes of deep water whenever possible

c Siltation or turbidity barriers shall be made of material in which manatees cannot become entangled shall be properly secured and shall be regularly monitored to avoid manatee entanglement or entrapment Barriers must not impede manatee movement

d All on-site project personnel are responsible for observing water-related activities for the presence of manatee(s) All in-water operations including vessels must be shutdown if a manatee(s) comes within 50 feet of the operation Activities will not resume until the manatee(s) has moved beyond the 50-foot radius of the project operation or until 30 minutes elapses if the manatee(s) has not reappeared within 50 feet of the operation Animals must not be herded away or harassed into leaving

e Any collision with or injury to a manatee shall be reported immediately to the Florida Fish and Wildlife Conservation Commission (FWC) Hotline at 1-888-404-3922 Collision andor injury should also be reported to the US Fish and Wildlife Service in Jacksonville (1-904-731-3336) for north Florida or Vero Beach (1-772-562-3909) for south Florida and to FWC at I mperiledSpeciesmyFWCcom

f Temporary signs concerning manatees shall be posted prior to and during all in-water project activities All signs are to be removed by the permittee upon completion of the project Temporary signs that have already been approved for this use by the FWC must be used One sign which reads Caution Boaters must be posted A second sign measuring at least 8 by 11 explaining the requirements for Idle SpeedNo Wake and the shut down of in-water operations must be posted in a location prominently visible to all personnel engaged in water-related activities These signs can be viewed at MyFWCcommanatee Questions concerning these signs can be sent to the email address listed above

I Iii

Ill I All project vessels

IDLE SPEE NO AK

When a manatee is within 50 feet of work all in-water activities must

UT

IIi i it r i jur trt t bull

ild I 1-888-404-FWCC(3922)

orcell

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT D

Biological Opinion

6

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT E

Statewide Programmatic Biological Opinion

7

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT F

Self-Certification Statement of Compliance

8

--------------------

---------------------------------------------------------

-----------------------------------------------------

----------------

----------------------------

SELF-CERTIFICATION STATEMENT OF COMPLIANCE

Permit Number NW-3 Application Number SAJ-1996-02789

Permittees Name amp Address (please print or type)

Telephone Number

Location of the Work

Date Work Started Date Work Completed ________________

Description of the Work (eg bank stabilization residential or commercial filling docks dredging etc)

Acreage or Square Feet of Impacts to Waters of the United States

Describe Mitigation completed (if applicable)

Describe any Deviations from Permit (attach drawing(s) depicting the deviations)

I certify that all work and mitigation (if applicable) was done in accordance with the limitations and conditions as described in the permit Any deviations as described above are depicted on the attached drawing(s)

Signature of Permittee

Date

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT G

Permit Transfer Request

9

DEPARTMENT OF THE ARMY PERMIT TRANSFER REQUEST

PERMIT NUMBER SAJ-1996-02789

When the structures or work authorized by this permit are still in existence at the time the property is transferred the terms and conditions of this permit will continue to be binding on the new owner(s) of the property Although the construction period for works authorized by Department of the Army permits is finite the permit itself with its limitations does not expire

To validate the transfer of this permit and the associated responsibilities associated with compliance with its terms and conditions have the transferee sign and date below and mail to the US Army Corps of Engineers Enforcement Section Post Office Box 4970 Jacksonville FL 32232shy0019

(TRANSFEREE-SIGNATURE) (SUBDIVISION)

(DATE) (LOT) (BLOCK)

(STREET ADDRESS) (NAME-PRINTED)

(MAILING ADDRESS)

(CITY STATE ZIP CODE)

Page 8: JACKSONVILLE DISTRICT CORPS OF ENGINEERS …...FORT MYERS, FL 33919 REPLY TO ATTENTION OF Regulatory Division FEB 2 8 2013 South Permits Branch/Fort Myers Section SAJ-1996-02789 (NWP-WDD)

SAJ-1996-02789 Clam Pass Maintenance Dredge

Attachments to Department of the Army Nationwide Verification-3 Number SAJ-1996-02789

ATTACHMENT A- PERMIT DRAWINGS 13 pages dated 022513

ATTACHMENT B- ORIGINAL PERMITMODIFCATION DRAWINGS 27 pages

ATTACHMENT C- STANDARD MANATEE CONDITIONS FOR IN-WATER WORK 2011 2 pages

ATTACHMENT D- BIOLOGICAL OPIONON 68 pages

ATTACHMENT E- STATEWIDE PROGRAMMATIC BIOLOGICAL OPINION (excerpt) 22 pages

ATTACHMENT F- SELF-CERTIFICATION STATEMENT OF COMPLIANCE 1 page

ATTACHMENT G- PERMIT TRANSFER REQUEST 1 page

2

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT A

Permit Drawings

3

CONSTRUCTION PLANS CLAM PASS MAINTENANCE DREDGING

COLLIER COUNTY FLORIDA

LOCATION MAP

t SHEET INDEX

1 COVER SHEET AND LOCATION MAP 2 SITE PLAN WITH CONSTRUCTION ACCESS 3 SITE PLAN - DREDGE amp FILL 4 SITE PLAN - DREDGE amp FILL 5 TYPICAL INLET CROSS SECTION - DREDGE 6 CROSS SECTIONS - DREDGE 7 CROSS SECTIONS - DREDGE B CROSS SECTIONS - DREDGE 9 CROSS SECTIONS - DREDGE 1D CROSS SECTIONS - DREDGE 11 CROSS SECTIONS - DREDGE 12 CROSS SECTIONS - BEACH FILL 13 STATION CONTROL - DREDGE amp FILL VOLUME

j_ MHW 033 NAVD 1988

I J_18 168 I --- NGVD 1929

228 MLWI j middot--- __ MLLW

RELATIONSHIP BETWEEN NAVD 1988 NGVD 1929 MEAN HIGH WATER MEAN LOW

WATER AND THE MEAN LOWER LOW WATE TIDAL DATUM (1983-2DD1 EPOCH)

LABINS TIDE STATION NAPLES-GULF OF NOTES MEXICO NUMBER 872-5110

1 AERIAL PHOTOGRAPHS WERE TAKEN IN JANUARY 2D12 AND PROVIDED COURTESY OF COLLIER COUNTY PROPERTY APPRAISERS OFFICE 2 COORDINATES SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN DATUM OF 1983 EAST ZONE (NAD83) 3 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 4 NOTE THESE PERMIT DRAWINGS SHALL NOT BE CONSIDERED VALID FOR CONSTRUCTION PURPOSES UNLESS SIGNED AND SEALED BY EITHER

BRETT D MOORE P E 37326 KENNETH K HUMISTON PE 23326 MOHAMED DABEES P E lf58003 MARC DAMON PE 70615

5679 STRAND COURT NAPLES FL 3411 0 FAX (239) 594-2025 PHONE (239) 594-2021 wwwhurnlltgttnnnnrnnr-ltgt

Army Corps of Engineers File SAJ-1996-02789 Date 22513

- pound 1 _

Army Corps of Engineers File SAJ-1996-02789 Date 22513 Pltgtn-ltgt ) rvf 1 1

Army Corps of Engineers File SAJ-1996-02789 Date 22513

B c D E F G H I J K L M N 0 p Q

R s T u v w X y z

AA BB cc DO

3882294 3882590 3883503 3884494 3884983 3885366 3884585 3884874 3888558 3887526 3887855 3888540 3888076 3887188 3886940 3885844 3888007 3886177 3886144 3885913 3885732 3885594 3885204 3884835 3884445 3884054 3883584 3883149 3882289

6864033 6864179 6864586 6864831 6864893 6865236 6867151 6868233 6869815 6869157 6868769 6867433 6867167 6867812 6868267 6867539 6867341 6866860 6866351 6865816 6865287 6864780 6864389 6864042 6863687 6863332 6863151 6862907 6863582

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 D~n-a A + 1 l

TYPICAL DREDGE CUT FOR INLET STATIONS (0+00 TO 3+645) (STATION 1+00 SHOWN FOR REFERENCE ONLY)

--------~--~-7------=--= EXISTING( - o=sLOPE BEACH PROFILE (VARIES)

120--------------MHW +033 NAVD (161 NGVD)

---------------MLW -168 NAVD (-04 NGVD)

~1---------------BEACH COMPATIBLE SAND TO BE PLACED WITHIN THE FILL TEMPLATE LIMITS ON THE NORTH OR SOUTH SIDE OF THE PASS

-================= -58 (-45 NGVDl DESIGN CUT--J-------1-------l~- -63 NAVDNAVD ( -50 NGVD 05 OVER DEPTH ALLOWANCE 1-------45----shy

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013

5679 STRAND COURT NAPLES FL 341 10 FAX (239) 594-2025

~~tJ~~~2-~~~--~C~ 1 __ _

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 n --- c -C 11

STA -3+00

I NO DREDGING AT THIS STATION

TEIIPLATE SHOWN FOR REFtRENCE ONLY

-1QshyNORTH SOUTH

1 1 1-

1loo -dso -3oo -iso -ioo -1 so -1

1oo -~o 6 so

STA -1+50

-1QshyNORTH

_Joo -iso -~oo -iso -ioo

= NO DREDGING AT THIS STATION

TEUPLATE SHOWN FOR REFERENCE ONLY

-11so -11oo -bo 6

SOUTH

so 1

DISTANCE FROM BASEUNE (FEET) DISTANCE FROid BASEUNE (FEET)

~ 4

2 HW (+033)

8 ~-LW(-166)~~

z ~-4middot

sect-bull -8middot

-1oshyNORTH

- 1 ~~oo -~so -lao

STA -4+00

-iso -ioo

I I I

___)

NO DREDGING AT THIS STATION Tpound1-PLATE SHOWN FOR REFERENCE ONLY

-lso -oo -So 6

I

SOUTH

so 1

STA -2+50

- shy-8

-1Q-i NO~TH - 1 ~400 -~50 -300 -zso -zoo

= NO DREDGING AT THIS STATION

TEMPLATE SHOWN FOR REFERENCE ONLY

-fso -roo -so 0

I

SOUTH

so

w4

i Zmiddot

STA -1+00

- 114-W (+Oll)

-____or--shy ~ NO DREDGING AT THIS STATION

TEJPlATE SHOWN FOR REFtRENCE ONLY

-1DshyNORTH SOUTH

-12~~r----r----r--r----------------------~---~ -~oo -3so -3oo -zso -zoo -1so -100 -so o 50

DISTANCE FROM BASELINE (FEET)

8

6

4

2 MHW (+033)

MLW (-168)

NORTH

middot-shy --shy L

NOTES

STA -3+50

_U NO DREDGING AT THIS STATION

TEMPLATE SHOWN FOR REFERENCE ONLY

SOUTH

--shy --shy middot-shy --shy ~ T --DISTANCf fR014 BASELINE (FEET)

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL 2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC

DISTANCE FROM BASELINE (FEET) DISTANCE FROM BASEUNE (FEET)

STA -2+00 STA -0+50

~ 4 2 2middot

UHW (+033) - J 14HW (+Ol3)

MLW (-158) 1rH o ~ ~

NO DREDGING AT THIS STATION TtMPLATE SHOWN FOR REFtRENCE ONLY

NO DREDGING AT THIS STATION TEMPLATE SHOWN FOR REFERENCE ONIY -middot

-1DshyNORTH SOUTH NORTH SOUTH

1 -12_-------r--r-------~-----------------~~1 1 1-~so -~oo -iso -ioo -1 so -1 oo -~o 6 5o -4oo -gt5o -3oo -250 -zoo -150 -100 -so o so DISTANCE FROM BASEUNE (FEET) DISTANCE FROid BASEUNE (FEET)

DATUM OF 1988 (NAVD88)

FROM JANUARY 3 TO 11 2013

5679 STRAND CDURT NAPLES FL 34110 FAX (239) 594-202S ~_HN~J~~L-~~~-~0~1__ _

g 0

g z 0tishysectshy

-1

-1

0 4

~ z -

8 ~-2 z ~-4

sect-middot -middot -1Qshy

1- Joo

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 P~o-p n nf 1 i

000~ Il - shy

STA 0+00 STA 0+75

Dl

ULW -158)

o-4~ 4

2 2middot _ 14HW (+033) tIHW +033)

ii ~MLW ( middot) _z _2 z Q_4~-4 It

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hs] 111 CYFT DESIGN CUT -middot-middotmiddot [I] t1 CYFT OVER DEPTH CUT-1 -1

SOUTHNORTH SOUT~ -124-~---~~---r--------------------------- -12 1 1 I I I

-400 -350 -soo -250 -zoo -1 so -100 50 -400 -350 -too -iso -ioo -150 -100 -so so DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 0+25

s 4middot 0

3 2middot~j gt

-uH~5 )

tllW - ltltgt~ I

(-168)

DSIOIICUT(-SBtuvtl)_ OvtROtPTH(-SlWvtl) shy

hsJ 149 CYFT DESIGN CUT

CD 11 CYFT OVER DEPTH CUT -1 NORTH SO~TH I

I-smiddotso -300 -tso -too -fso -100 --o 0 50

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 1+25STA 0+50

~ bullmiddot ~ j~ ------ ~ -2middot z ~-4middot

bSj 146 CYFT DESIGN CUT ~-middot -middotmiddot CO 11 CfFT OVER DEPTH CUT-10

SOUTHNORTH SOUTH -121-~--~---------------------~-~-------~~ _0-400 -350 -300 -250 -200 -150 -100 -50 0 so 50

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

STA 1+00Dl 4

OESION CUT (-SB WVD) ___ DVERD[PTH(-SJNlvtl)-

-350 -300 -zso -zoo -150 -foo

SOUTH

50

~HW(+o-gt1

z ~-4 gtij-6

-middot -10

-124-~------r-----~-----~--r--~~--~-------~~ -400 -350 -300 -2so -200 -1so -100 -so o so

DISTANCE FROM BASEUNE (FEET)

STA 1+75

0 4

~ 2

-- oj~~HW ------~--==-~~~~~$~gtlt--11(+o~J8 MLW (-168) ~ -~- _ ~ bull_r

~-2 z ~-4

DtsiGNClJT(-5BNAVD)_sect-s OVERDiiTN(-5JIUVD)-

rs) 202 CYFT DESlCN CUT-middot [[]) 12 CYFT OVER DEPTH CUT-10

SOUTI-I -12 I NO~TH I l I l [ I I I

-4DO -~so -30D -zso -zoo -1so -100 -so b so

DISTANCE FROM BASEUNE (FEET)

STA 2+00

0 4

~jbullHW(+033) ~~ ~ I8 MlW (-168) ~-2

~-4 DtSIGIICliT(-58NlVD)_

~-6 ovt~ otrm (-~5middot wvo) shy

SOUTH

-too -fso -foo -so 50

DSTANCE FROM BASEUNE (FEET)

-middot -1

-3oo -tso

5679 STRAND COURT NAPLES FL 3411 D FAX (239) 594-2025 PHONE (239) 594-2021 wwwhumlstonandmoorecom

STA 1+50

D[SIGNCUT(-58Wvtl)_ DVEROtPTH(-6JHIIVll) shy

bSJ 228 CYFT DESIO~ CUT

ITJ] ll CYFT OVER DEPTH CUT

middotNORTH SOUTH

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 o- 7 f 1 ~

-350 -3oo -tso -too -1so -foo

3a-l TY~TUololJ

-1

~ 274

OJ 27 CYFT OVER

NORTH

-fSO

STA 5+00STA 2+25 STA 4+10

~ 4 ~4

000(-1

DESGtIGUT(-58WAV0)_1 DVEROEPTII(-5ltllvtl)-

~4 Iltt 2middot lt~2middotlt~3 ~IIHW +0bull 33) w (+middot) = I I ~38

2ojw (-168) v=8SSSYg__jbullLw (-168) I ~-2 z

~-2 ~-4 OESIGNCUT-SINAVD)_ bgt) gtI)-)) G~E~~~=~~~~-3 ~-6 OVGDEPIH(-SJIUVD)shy

D 121 CYFT DESH3N CUT-41 [SJ 171 CfrT DESIGN CUT CYFT OESICN CUT-middotmiddot ITJ] 11 ((FT OVER DEPTH CUT DEPTH CUT-sl rn 11 CfFT OVER DEPTH CUT -10 tIORTH SOUTH NORTH SOUTH SOUTH

1 1 -12~~--~------~---~---~~--~---------------~-~Joo -$so -~oo -dso -doo -t so -1 oo -1( 6 sh -400 -350 -300 -250 -200 -150 -100 -50 -foo -so so 100 150 200 DISTANCE FROU BASEUNE (FEET) DISTANCE FRO~ SASEUNE (FEET) DISTAHCE FROliC BASELIHE (fEET)

STA 2+50

0~ 4 gt2 2middot 2

-l ti ~ sect_4

4

2 JIHW +033)

STA 3+30

0-2Jw (-16

8) ~-ltgt~ I

D 17 CYFT DESIGN CUT

ITJJ t I CYFT OVER DEPTH CUT

NORTH SOUTH 1 1 1 1-ioo b 1

~ d-6 -8

-10 SOUTH

50 -tJoo -~so -3oo -dso -tso -1 oo -ho so -roo -50 5middoto 100 150 200 DISTANCE FRO~ BASEUNE (FEET) DISTAHCE FROM BASELIHE (FEET)

STA 3+645 STA 5+10

0 4~4 2middot

3 2 JMHW +033)-_J~ ti 0

8~ -2jw (-168) B0 jw (-16 )~-2

~-4 ~-4middot 100--000-0

f ) 1 I 1 ) IYi ~E~~ ~ ~~~~-6 ~-6 -8 [Sj 108 CYFT DESIGN CUT -8 (sJ 248 CYrT OESlGN CUT

ITJ] 11 CYFT OYER DEPTH CUT rn 27 cvrr ovER DEPTH cuT-10 -1 NORTH SOUTH NORTH SOUTH

1 1

--p~ I

1 1 15middoto -tJoo -~so -ioo -dso -ioo -1 so -1 oo -~o b sh -1doo -1 so -1 oo -~o 6 sh 16o H~o 20

DISTANCE FROM BASELINE (FEET) DISTANCE FROid BASEUNE (fEET) DISTANCE FROliC BASELINE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 PRECDNSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

5679 STRAND COURT NAPLES FL 34110 FAX (239) 594-2025 ~_H_(NtJf_~~Ll~-~~1__ _

_ o-=IIIHW l-t0bull5Y) oogt~ lt(y

~G~~ ~==~ ~~~ ~

~ 4

~ 2middot

[SJ 145 CYFI DESIGN CUT

[I] 11 CfFT OV[R DEPTH CUT

NORTH

-350 -300 -250 -200 -150

DISTANCE FROtt BASEUNE (FEET)

STA 2+75

-foo -~o

_ o-=IMHW t+0bull55) ~ (

o~~~ ~~ ~~ -1

-250 -200 -fso -100 -middotbullO

SOUTH

-1

~ 275 CYFT DESIGN CUT

[I] 26- CYFT OVER DEPTH CUT

NORTH

-fso

STA 4+60

SOUTH

Army Corps of Engineers File SAJ-1996-02789 Date 22513 PltoP R of 1 i

STA 5+60

~4 2middot3 JMHW (+033)

IALW -168

) gt gt ) gtJ==~~~a~ ~=~ ~~

[Sj 185 CYfrT DESIGN CUT

21 CYFT OVER DEPTH CUT

NORTH SOUTH

-fso -foo -50 o smiddoto

[I]

200 DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 6+10 STA 7+50

-obull ~ 4middot

~ 2middot t

2 J11HW (+033)I

~ O MLW (-168) --2 z

~ btsiGNCUT(-UNIVll)

K ( 6 ( 1 0r J ==~o~E~~ ~ ~~ titCt--==OVEDEPTH(-IlIIVll)= [Sj 17 rtFT DESIGN CUTCYFT DESIGN CUT -8

m 07 CYFT OYER DEPTH CUT

- nJMnn TVogtgt)

~LW (-168)

[Sj 109

oJ 17

NORTH

-rso 260 -tdoo -lso -ioo -bo 6 5b tdo 1Jo 260

rrjFT OVER DEPTH CUT -10

WEST EASTSOUTH

-foo -so 5o 100 1$0 200 -1Joo -115o -loa -~o 6 sb 16o 1o

STA 8+50STA 7+10

~ 4middot0 4

i MHW (+033)

Ef oj~ALw (-168) --2 ~0 gtonn bullbull

[SJ 105 CYFT

~~~~--------------~==~-=====~~===========]z ~-4 _J Hmiddot)_____ I_ DESIGNOE~~ (-51 NIVD) yf 5 (I) ((I f (I 9rf ==~c~~~ ~ ~

-~~-6 -8-J bS) 16 ClFT DESIGN CUT DESIGN CUT

CD tD ClFT OVER DEPTH CUT ITJ 22 CYFT OVER DEPTH CUT-10 -10

WEST EAST WEST EAST 1_Joo -11 -11 -~o b sb 1Jo 1~0 2o -t_Joo so 1oo -~o 6 5h 1Jo tdo 2amposo oo -1 -1

DISTANCE FROM BASEUNE (rEET)

STA 9+00

0 4

MHW +D33) 0

ti jMtw lt us) ~x_ lt_z z ~-4middot -lt Ilt ( ( ((Ilt (t) I ~~ ~~ =~~~

~-middot -8-J bSJ 127 CfFT DESIGN CUT

rn 25 CYFT OYER DEPTH CUT-10 WEST EAST

I)

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 8+00 STA 9+50STA S+SO

0 4middot~4 ~4 ~ 2middot MHW (+055) MHW (+D33bull) ~MHW (+033)

E0 loLW (-168)li jMLW ( 168) I I

shy

I emiddotojMLW ( 168) 7 ~ I I --2 --2 -z

z-~--~ DESIGNCUT(-bullsNIVb)~-4 ~-4middot~-4 _DESIONCUT(-5 5HAVD) ~==WEI1DEItH(-53NIVIl)-DVERDEPTH(-551UVIl)~-middot ~-middot ~-middot

-B-J rs) 52 cfFT DESIGN CUT [Sj 108 CfFT DESIGN CUT-8-l [Sj 31 CIFT DESIGN CUT -8 [I] 14 CYFT OYER DEPTH CUT ITJ 26 Cln OVER DEPTH CUTrn 11 CIFT OVER DEPTH CUT -10-10 -10 WEST EASTNORTH SOUTH WEST EAST

_~2tOO~r-~-r-~-~-r~~~--~~---------=~~ -12 j I I I Q l Q I 6 -1z-r--r----r----r----r----r--r--~--------_ -150 -roo -so 200 -200 -15o -too -so so 1 o 1so 2 a -200 -ISO -100 --o 50 200

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

5679 STRAND COURT NAPLES FL 34110 FAX (239) 594-2025 PHONE (239) 594-2021 wwwhum1stonandmoorecom

Army Corps ofEngineers File SAJ-1996-02789 Date 22513

8 STA 10+00

6

lt I2 4

MHW (+0bull 53)

li E l MLW (-16S) ~ 1amp-2middot z z

Q-4middot0 ~ I NO OREOGINO AT THIS STATION ~-~=

TEIIPLATE SHOWN fOR REfERENCE ONLY

4

-10

-12middot

6

4

2 MHW (+03J)

STA 10+19

UIW (-168)

NORTH

~ ~J NO DREDGING AT THIS STATION

TEUPLAT SHOWN FOR REFERENCE ONLY

SOUTH

-no -150 -100 -so b 50 ulo do 2

8

6

B

lt ~ 23 1

4

g g z 0 6

i- ~-

~- ~-

_-I o-_ 1gtshy

-I

1gt- WEST EAST __ ~ J--- middotshymiddot-- middot- middotshy

DISTANCE FROM BASEUNE (FEET)

DISTANCE FROM BASEUNE (FEET)

STA 10+50

s

)

~ 6 i shy

shyNO DREDGING AT THIS STATION shy

TEMPLATE SHOWN FOR REFERENCE ONLY

-I )

NORTH SOUTH _

200 shy-rso -foe DISTANCE FROM BASEUNE (FEET)

NOTES

STA 11+00

I

MHW (-+033)

MLW (-168)

NORTH

~ A NO DREDGING AT THIS STATION

TtMPLATE HDWN fOR REFERENCE ONLY

SOUTH

DISTANCt FROM BASEUNE (FEET)

STA 11+50

MHW +033)

MLW (-168)

~ J NO DREDGING AT THIS STATION

Tpound14PLATE SHOWN fOR REFERENCE ONLY

NORTH SOUTH

DISTANCE fRO~ BASEUNE (FEET)

STA 12+00

ltHW (-+033)

IILW ( 168)

~ NO DREDGING AT THIS STATION

TEI4PLATE SHOWN FOR REFERENCE ONLY

NORTH SOUTH

00 -1SD -100 -so 6 50 100 ISO 2

DISTANCE FROM BASEUNE (FEET)

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

1 lt-4 gt2

loHW (+053)

9 0

-2 z ~-4

STA 13+00

~ ~-middot

-6

NO DREDGING AT THIS STATION SHOWN FOR

REFERENCE ONLY

-10 NORTH

-12 -200 -150 -100 -50 50

DISTANCE FROid BASEUNE (FEET)

100

SOUTH

I 0 200

1 lt-4

2middot lo1HW (+053)

STA 1l+50

-z ~-4g-6

-8

-10 NORTH

-12 -200 -150 -100

~ NO DREDGING AT THIS STATION SHOW~gt~ FOR

REFERENCE ONLY

-50

SOUTH

200

DISTANCE FROid BASEUNE (FEET)

B STA 14+00

6

I 4

2 MHW (+OJ3)

go- MLW (-168) I z sshy~-

~ NO DREDGING AT THIS STATION SHOWN FOR

REFERENCE ONLY

NORTH SOUTH

-- middotshyDISTANCE fROid BASEUNE (FEET)

5679 STRAND COURT NAPLES Fl 3411 0 FAX (239) 594-2025 PHONE (239) 594-2021 www_huiTlhdonondmonre_com

Army Corps of Engineers File SAJ-1996-02789 Date 22513 n_ -- 1 A - 1 -

STA 16+00 STA 17+50STA 14+50 sshy 1 c 4middot~ 4middot 5

4 ~ 2middot gt

2 IAHW (+033)- IIHW (+033)

0 -3 2middot ltmiddot

EAST

-fSO

bull1bull0~--------~~~==~~======= ~ MLW (-168) t-2middot

~ -z MLW (-168)

~-4NO DREDGING AT THIS STATION SHOWN FOR

REFERENCE ONLY NO DREDGING AT THIS STATION NO DREDGING AT THIS STATION~-6i~= TEIAPLATE SHOWW FOR REFERENCE ONLY TEIAPLATE SHOWN FOR REFERENCE ONLY

-8middot-8middot

-10-1DshyWEST

1 1WESTNORTH SOUTH ~ EAST

-12 I I I I I -

1dao -t so -1 oo _o 6 sh t6o do 2o -fOO -raquo0 0 Sb 100 150 200 -200 -150 -100 -~0 0 5o tampo 150 200

DiSTANCE FR04 BASELINE (FEET) DISTANCE FROM BASEliNE (FEET) DIS)ANCE FROM BASEUNE (FEET)

8

6 STA 16+50

bull 2

o1HW (+033)

loLW (-168) --

middotshy I 6middot

NO DREDGING AT THIS STATION

8shy TDIPtATE SHOWN FOR REFERENCE ONLY

o- EAST WEST

L

STA 15+00 STA 18+00

1

I 0 4middot gt2

IIHW (+033)

8 0 ldlW (-1688 ~-2I ~-

~-4~ NO DREDGING AT THIS ~= STATION SHOWN FORlt REFERENCE ONLf~-6NO DREDGING AT THIS STATION

TEIIPLATE SHOWN FOR REFERENCE ONLY -8

-1 -10 EAST WEST

-1DshyWEST

-12 1 I I I ~ EAST

_Joo -11so -11oo -~o 6 sb H~D do 2bo -1 -200 -150 -loa -~0 0 100 1~0 200

DISTANCE FROJA BASEUNE (FEET) DISTANCE FR0-4 BASEliNE (FEET) DISTANCE FROU BASELINE middot~ (FEET)

8 STA 15+50

8 STA 17+00

66

~ 4middot

STA 18+28

IAHW (+033)

MIW ( ts8) ---

EAST

NO ORE~ STATION SHOWN FOR

REFERENCE ONLY

WEST

~00 -150 -100 -so 0 50 100 1so 21

bull I bull 2 2I bull ldHW (+033)lo4HW +033)

ti 0ti MLW (-168) I _fEu-loLW (-168) ~ ~-2middot~-2

~ J~5 bull 55 ~=-middot ~

~-

~=6 a-sNO DREDGING AT THIS STATIONNO DREDGING AT THIS STATION~-TEMPLATE SHOWN FOR REFERENCE ONLfTEiolPlATpound SHOWN FOR REFERENCE ONLY 8 -8middot

-1 -10-1 o- EAST WEST -12

EAST WEST -12-1

middot200 -150 -tOO 50 100 1 0 21 -200 -150 -100 -so 0 50 100 150 2 I

DISTANCE FROM BASEUNE (FEET) DISTANCE FR0-4 BASEliNE (FEET) DISTANCE FROM BtSEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVDBB) 2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

5679 STRAND COURT NAPLES Fl 34110 FAX (239) 594-2025 PHONE 239) 594-2021 wwwhumistonandmoorecom

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 PltgtltHgt 11 rvt 11

o

R-38 R-39

NO FILL AT THIS STATION SHOWN NO FILL AT THIS STATION FOR REFERENCE ONLY SHOWN FOR REFERENCE ONLY

1-1 oL----------------------- 0 200

DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

R-41 R-42

NO FILL AT THIS STATION THIS STATION SHOWN FOR REFERENCE REFERENCE ONLYONLY SHOWN FOR

NO FILL AT

DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

NOTES

1 RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 2 COORDINATES SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN DATUM OF 1983 EAST ZONE (NAD83) 3 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)

R-40+725R-40

10

NAVD0

~ 5 z

t lw 033 NAVDI0 (MHWL)-168 NAVD

(MLW) I~ Isect

-5 1gt0 1771 FILL TEMPLATE 18 lLLJ 62 CYFT gt

-10~--------------L-------------------

I~ f-

1~ 68 NAVDI g

(MLW) I~

I~ I~ w lLLJ 73 CYFT

II NAVD

1771 FILL TEMPLATE

0 zoo 0 200 DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

NO FILL AT THIS MONUMENT SHOWN FOR VOLUMETRIC CALCULATION ONLY

R-43 R-44

10

_ 66 NAVDlb 66 NAVD ------4-7 NAVD

I-z 033 NAVD (MHW)-lt-----033 NAVD (MHW) li -168 NAVD (MLW) -168 NAVD (MLW)15

li-5

I~ 1771 FILL TEMPLATEI~ lLLJ 41 CYFT

0 1-101~---------L_---------~------------

200 0 200 SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

4 NORTH AND SOUTH LIMITS OF BEACH FILL TEMPLATE WITHIN MAXIMUM LIMITS SHOWN ON PERMIT PLANS BY PBSampJ DATED 7312012

5 ALL FILL TO BE PLACED UPLAND OF THE GULF OF MEXICO MHWL AND WITHIN THE LIMITS OF THE BEACH FILL TEMPLATES ON 5679 STRAND COURTPERMIT PLANS BY PBSampJ DATED 731 2012 NAPLES FL 3411 0

6 AREA LANDWARD OF DUNE FILL TO BE GRADED BASED ON SITE CONDITIONS AT THE TIME OF CONSTRUCTION FAX (239) 594-2025 PHONE (239) 594-2021 wwwhumlstonandrnoorecom

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 Pltgto- 1 J --f 1 ~

~

- 6Sm11S ~ 14ltgt5_ -6 ~ 14ltgt5 11 33361SZ 1laquo5- 61lt1gt073 ~ -- 3a3-n35 14ltU$ SS70tiLgtS 14gtgtS ~ 8EitG4S =ltl6S 1laquo5 NOOOEiGlNGATiHESiE~noNS 10054 ~1 1CS 6Se355 3secto7113 -__ a=1 -middot

~7 ~~ 7ltru) - mlS ~ - =

Q611SS =

t iiNIPLAf~ iNFCiRMAfloR ~fiOBLISHEti fiY DEP) MONUMENT ESTIMATED AVAiLABLE AVAILABLE

MONUMENT NORTHING EASTlNG AZIMUTH ELEVATION EFFECTIVE FILL FILL ID NAvebull DISTANCE VOLUME VOLUME

FEET) (FEET) DEGREES) FEET (FEET) (CVIFTI CVJ R-38 6898181 3fSI7837 2700 373 R-39 13887995 3B78747 2700 484 R-40 6877938 3879638 2700 297 500 82 3100 R40+725 13870688 3879638 2700 180 73 1314 R-41 BS67856 3880516 2700 324

middotroTAL AVAILABLEVOWME-NORTH FILL TEMPLATE 4414 0gt50 6882954 3879149 1795 100 92 920 1gt50 6862963 3880149 1795 100 206 2000 2gt50 6862972 31l81149 1795 100 139 1390

TOTAL AVAILABLE VOLUME -INLET FILL TEMPLATE 4370 R-42 6B57310 3192004 2650 423 R-43 6846923 3882485 2700 484 1300 36 4680 R-44 6837015 3883591 2700 674 550 41 2255

roTAL AVAILABLE VOWME -SOUTH FILL TEMPLATE 6935 TOTAL AVAILABLE VOLUME -ALL FILL TEMPLATESlt 15719

INLET FILL TEMPATE SECTIONS

STA D+SD

J-----255------- shy10 NAVD

92 CYFT FlU VOLUME

145 CYFT DESIGN CUT

11 CYFT OVER OEPTH CUT

SOUTH

-sao -400 -350 -300 -250 -200 -fso -foo -so 50 DISTANCE FROio BASEUNE (FEET)

t2j ~ ----J w lt-bullmiddotI sect_ ~ d-6

-middotmiddot -10

[ZJ 206 CYFT FILl YOLUI4E DESICWttrr[-5BNAVD)_I OVDDtPlH(-6StiAVO)shy

[Sj 228 CYFT DESIGN CUT

[[]] 12 CYFT OYER DEPTH CLJT

NORTI-I SOUTH

-lJoo -iso -ioo -iso -doo -11so -11oo -~o amp sh J

DISTANCE FROM BASELINE (FEET)

[ZJ 139 CfrT FILL VOLUUE

bSJ 14-5 CfFT OESIGN CUT

[I] 11 CYFT OVER DEPTH

NORTH

-150 -100

STA 2+50

t~SICIICUT(-551UVO)_

DVVI0[Pffi(-65MAVD)-

CUT

SOUTH

-250 -200 -fSO -faa 50 DISTANCE FROM BASEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)

2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM

JANUARY 3 TO 11 2013 4 FILL TEMPLATE LOCATION BASED ON PERMIT PLANS BY PBSampJ DATED 7312012

5679 STRAND COURT NAPLES FL 34110 FAX (239) 594-2025 PHONE (239) 594-2021 wwwbullhumlstQnandmoorecom

Army Corps of Engineers File SAJ-1996-02789 Date 22513 P~w-P 1~ nf 1~

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT B

Original PermitModification Drawings

4

Nov 24 1997 - 101327 DCWG010JPR079S2

SHEET 1 SHEET 2

~---Approximate Ending Point

~~~--Approximate Beginnin9 Point

0 ()

X w ~

u 0

u J J ()

0 ()

x w ~

LL 0

u J gt C)

SOUTH

EXCAVATION PLAN FOR CUTS 3 amp 4A THROUGH 40 FOR PER~ITIING

PURPOSES ONLY

PROJECT

APPLICANT

CLAM BAy

PELICAN BAY SERVICES DIVISION Figure

452(1)

0 T TACKNEY FLA REG 20853

middot 199602789(IP-CC) APR6 1998

---

Nov 06 1997 - 152223 DDWG010lPR079525dwg

V D NGVD V ONGVD 0~sect t_OJJ2

-wT J _3 11--zt ~

l 15 It l 20 It L I I I

CUT 1 CUT 2 amp 3

H~ t-~~ -4 II

L 40 It L I I

CUT 4A middot

VONGW I

~ S 20 Jtl l

I I

CUT 48

~-- middot~~-w~ --- - - ~- SEE NOTE-24 1

S30ftl lI I

~ CUT 4C

1 EXISTING SECTIONS VAirf ~~2 SIDE SLOPES 0 ANGLE OF REPOSE (ASSUMED 3D)

0 2 4 6 8 10 HORIZONTAl

TYPICAL CUT SECTIONS

PROJECT CLAM BAY APPLICANT middotPELICAN BAY SERVICES DIVISiON

WILSON

MILLER

~ COLLIER ~R 1997 TACKNEY AND ASSOC INC ~~~~i - of9S 25pound lot

COASTAL ENGINEERING N01d2--oso-oo -tRPiPmiddot middot~-ppoundR79 IIGTNO -~S918 25 atJ8

Figure 452(i)

D T TACKNEY fA RpoundGbull 20115J

199602789(IP-CC) APR6 1998

-~--~ ~

NOTE bull 1 TYPICAL PIPELINE ROUTE SHOJIN FOR ILLUSTRATION PURPOSES ONLY

ACTUAl PIPELINE ROUTE TO BE DETERMINED IN THE FIELD 2 ALL ELEVATIONS ARE REFERENCED TO NGVO 1929 3 All HORIZONTAL C(X)ROJNATES ARE IN STATE PLANE COORDINATE

SYSTEM NAO 1927 FLORIOA EAST ZONE

LEGEND ~ DREDGING CUT LIMITS ~zJ VOLUMEOFCUT~3ZOOOCV

----- STAnONIPROFILELOCATION

- - - - BASELINe

G) BASELINE POINT NUMBER

R-42 ONR REFERENCE MONUMENT

~ CORE BORING LOCATION C4(59)

- bull shy middot PIPELINE ROUTE

17iiIJ 181112522 gt111141 IN1ZII2 1203111 11120010 1227241 IM21111 1231317 11131~71 1227Ut 11112071 12eG517 IIIIQOI 1$00031 IMIUU 0031n IMI8311 1300171 115038AI 1310711 1111511827 13tttn 11amp241 ta 1310771 11121031 1~7711 1115311618 lnamplll4 etaat21 1288813 8IH215U 128iUt 881174131 128Bt72 81580023

232130 21 23Z7RZI 22 2S21oampBI2 21 Ua71011

~= Z1l 2331117 27 23W7C35 28 23110100

lll80tZamp lleo8011 tlll20e32 HUHN 111321131 81N0211 8111 111871005 11875020 ~I RESTORATION

CLAMBAY

DREDGING CUT 4 -SITE PLAN FOR PELICAN BAY SERVICES DISTRICT

M IISlOIIJIOORENQNEERa IDeiINRPOFIrRO HOfm-llltE tbull

DATE21B9 ALE 8042CON-AER-CUT4 rMlESflOilIOJil410CI

iN11~ii-6-21Q1 PROJECT NO 8-042 DATUM NGVDGRIO SHEET 7 OF 21

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET OF 21

sra )

I I L ubull l t ~~

~~middotmiddot l r - II - -bull1__ -lOii amp 1Ciltj -loa -loo 40 ~ -lOii -iiM -lOll -liO ampshy

-~~~ ---~ -~~~

l l I t L ~ - ~ ~

-~- - II a+c-~-~~--_~-------~--1 ~1ila-r ~1011 - -amp ~llit - -ampo t l gount

DISJMCI nc1111 UIIlJic (Jttl) GmuG ~ uNpound ~ DIIT~ _ USDIIt (JUT)

aa _

I I I L L ~

I 1shyr~~~--~~CL~-~~~~~~_~~

I =~~-b~-m=middot~-~~-----~J~~-

IIUMIX ~ IIUUM (nl1) -rMcz _ 8MIUI1 (nDJ

1-

1 orampshy

I ~

-l -bull1__Jlll -lOii middot -ampII -lOii -lao

CIITMCI _ IUIIJIC (Jill) DlllUCS _ IIASIaC (PUT) DIITMICI _ aMI (rU1]

HM CLAM BAY

bull RESTORATION bull CUT4 CROSS-SECTIONS

~-=a~--- DATE t2D1SI8 IftlE 21042-XS I SCALEbull AS 5HOWH I middot ~)~1

Pafttr-~ un bull __ run1u wrvnJe1llln SHEEn 10 or 21

~i m-

shy

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 10 OF 21

~--ORll

~fIII (Rn)

Jn1+Jt

linua ~ yenQI1 _ ibilii-CI poundMr(lllll QIIIIiil a

-L~ I Ii_J Isectshy

-----~

- -~ - shy laEiiiliiilii C ~

U~ttmiddot

---iJUS) 199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 11 OF 21

__ ltiiiiDT-Uiil--ri ~middotno~lpound

Moli~CC IIIIWmiddot~ (Fm)

middotumiddots -~IZIR-_Q CiCIIWIJCnIJ na

_ ___~

~JiotlaaampIIZ(R511o

CLAM BAY RESTORA-TION

CUTf4- CROSS-SCTtOHS

~r-F- 1M1Eo Uftlfjl IPU _ sce OS - I ~bull ~~we Lftl rbullgtn_ ~~- ~~middot11 t)f 21

I 1

l

rasr-E ~middot cnrrJ

_ IIUEIT caK cll

cawmm bull fWD bull 1

470FT

ClriiMCZ _ (lD11

I ~~~middot1--------TI~~~~~7~7~~~~~~----~~

~ E

lltlfwE IJICII umrbull (JUT) _ _ ITA t1+CID CIIWDIITI S rK1 bull 11_1

Idmiddot ~1 middot 7f1gt~5 c I

f

IISJAMCI _ llloWOJ (Fm] DIS1NCCI _ HS[UC (rur]

_ iiiUIDI CDCmiddotshyCCIIICddTE flftlbull tt

199602789(1P-GC) MODIFICATION 1 FEB 26 1999 SHEET 12 OF 21

fIIDIUTCOIIIIoiM COWPDIQl bull nGS bull ltDI -middotshy

I

DIITA~far it ~r (nrrJ

Illamp 14+11 ~middotIUSmiddot

It------~~~----~ ~~

~

DlloUUI ~ ampUIUII (Fm]

HM CLAMBAY

RESTORATION CUT4 CROSS-SECTIONS

rl~rrmiddot_bullbullrlbullbulllbullbull-1middot~Aubull_bullbull~u-~bull~bull---il~sC4u~bulloWH-II _ (a-11) _Jall PROJECT HO -C42 SHEpound1 t2 or 21

fOIIIr~~cr ~ bull - -za16 bull

t-------r~------~ ~~

~ I _ _

~ coc -C2 CCIIUOSIIKDCSbullJIJI

amt~ ~ MIIUII (rio)

IIIITMCI fJICJIIII IUilllll (f1D1

199602789(JP-CC) MODIFICATION 1 FEB 26 1999 SHEET 13 OF 21

amMa _ IMIUC 0111)

___tml)

-shy

-- shy tml)

I

llfffff

- -- (im)

____

-shy idiiiiiC1 ~

t~l urrtn~ I

I ---ill)

-shy a-

---tml)-shy ~ COiiE-middotca DIIIPamr -

----lim)

HM -=A~-r ~-middot shy

CLAM BAY RESTORATION

CUT4 CROSS-SECTIONS FOib IEIJCAII MY SfJMCES DISlliiCI

DAm middot~bullIVbull _I FUr -t-xs I SCAUo AS-P1IOJpoundCT IIOr --oa f DATIJIO HIMJ01111 I -lTbull U OF 21

I5

-I ~middot1 ~ I

_ MEMES~ ca middotmbull CCIIIICSTT ntEII bull JtJ1

o-Il

middot yen Ill~middot - middotLU7

IIIST~ nGIIIImiddotUsaIJC (mrJ

liiUitCII COli- C4 cawosm bull rliCS

Ii_-1 ~l I 1 ~middotl middot~ I

I

- IIUMSf =- - C1CIDIIJJII bull PMraquo bull an

I

CISITAICil_liimMmul

aU~mrrCIIIII-tswaa1u CIMDTT S ES bull IU

IIel ~ 1 tbulll------~~==~middot------~1

ishyDmZ USlPK (riD) DCifAMCIInDit~(nD)

~~middot--~-tnDl

JIUIESICIIIII_CII COWSSt bull ncm bull 1a

J7

--r CC CSI ~SnGbullILIbullI

L ~~I iogtT I

--f

war 160 160 - bull

CIIT~ ~ IAIIUtfmiddot~ -shy asrmiddotea ~UICtiiUOmE ncsmiddot IJoUI

llool bull -IM it

-~ -middotaaalull (~

ca--~~~middot CCIIUOSJtSfMSbull znr

~~ ~

I ~ot----~~----1

Imiddot -- - t6a - tia middot -z

~-~(rm)

aT CCIamp-U1 ~-Snclbull IUS

I shyt i

war

bull160 160 UAIKI MlllJM( (PB1)

CLAM BAY RESTORATION

middot CUT4 CROSS-SECTIONSHMFOR PEUCAH BAT SDMCES DJSTRICf

DATE 10118 SCALpound1 AS SHOWNt_llriRCIIIIflllnlaquoITCit~middot-~ MIU2 1410CNI) --n PROJECT NO 8-0U SHEeT t 4 OF 21

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 14 OF 21

shy -~CDIIE-CI cowasnE bull nua

rnTMCt hall Ulllll (IIEJ]

EIISTNICI rami PIIIJJC (PUQ

IJIItUCI F1ICII IIUIUME (lUrJ

1 IIITMCE ntclf IASI1liC cnrrJ

HM CLAM BAY

bull RESTORATION CUT 4 CROSS--SECTIONS bull lc BEACH DISPOSAL SECTIONS

- FORt PEUCAH BAT 5EHVICES DISTRICT

~middot ~ r~~~~~m u (WI) ~

DATE 1201SIB SCAlpound1 AS 5HOWH

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 15 OF 21

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT C

Standard Manatee Conditions for In-Water Work

5

STANDARD MANATEE CONDITIONS FOR IN-WATER WORK 2011

The permittee shall comply with the following conditions intended to protect manatees from direct project effects

a All personnel associated with the project shall be instructed about the presence of manatees and manatee speed zones and the need to avoid collisions with and injury to manatees The permittee shall advise all construction personnel that there are civil and criminal penalties for harming harassing or killing manatees which are protected under the Marine Mammal Protection Act the Endangered Species Act and the Florida Manatee Sanctuary Act

b All vessels associated with the construction project shall operate at Idle SpeedNo Wake at all times while in the immediate area and while in water where the draft of the vessel provides less than a four-footclearance from the bottom All vessels will follow routes of deep water whenever possible

c Siltation or turbidity barriers shall be made of material in which manatees cannot become entangled shall be properly secured and shall be regularly monitored to avoid manatee entanglement or entrapment Barriers must not impede manatee movement

d All on-site project personnel are responsible for observing water-related activities for the presence of manatee(s) All in-water operations including vessels must be shutdown if a manatee(s) comes within 50 feet of the operation Activities will not resume until the manatee(s) has moved beyond the 50-foot radius of the project operation or until 30 minutes elapses if the manatee(s) has not reappeared within 50 feet of the operation Animals must not be herded away or harassed into leaving

e Any collision with or injury to a manatee shall be reported immediately to the Florida Fish and Wildlife Conservation Commission (FWC) Hotline at 1-888-404-3922 Collision andor injury should also be reported to the US Fish and Wildlife Service in Jacksonville (1-904-731-3336) for north Florida or Vero Beach (1-772-562-3909) for south Florida and to FWC at I mperiledSpeciesmyFWCcom

f Temporary signs concerning manatees shall be posted prior to and during all in-water project activities All signs are to be removed by the permittee upon completion of the project Temporary signs that have already been approved for this use by the FWC must be used One sign which reads Caution Boaters must be posted A second sign measuring at least 8 by 11 explaining the requirements for Idle SpeedNo Wake and the shut down of in-water operations must be posted in a location prominently visible to all personnel engaged in water-related activities These signs can be viewed at MyFWCcommanatee Questions concerning these signs can be sent to the email address listed above

I Iii

Ill I All project vessels

IDLE SPEE NO AK

When a manatee is within 50 feet of work all in-water activities must

UT

IIi i it r i jur trt t bull

ild I 1-888-404-FWCC(3922)

orcell

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT D

Biological Opinion

6

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT E

Statewide Programmatic Biological Opinion

7

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT F

Self-Certification Statement of Compliance

8

--------------------

---------------------------------------------------------

-----------------------------------------------------

----------------

----------------------------

SELF-CERTIFICATION STATEMENT OF COMPLIANCE

Permit Number NW-3 Application Number SAJ-1996-02789

Permittees Name amp Address (please print or type)

Telephone Number

Location of the Work

Date Work Started Date Work Completed ________________

Description of the Work (eg bank stabilization residential or commercial filling docks dredging etc)

Acreage or Square Feet of Impacts to Waters of the United States

Describe Mitigation completed (if applicable)

Describe any Deviations from Permit (attach drawing(s) depicting the deviations)

I certify that all work and mitigation (if applicable) was done in accordance with the limitations and conditions as described in the permit Any deviations as described above are depicted on the attached drawing(s)

Signature of Permittee

Date

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT G

Permit Transfer Request

9

DEPARTMENT OF THE ARMY PERMIT TRANSFER REQUEST

PERMIT NUMBER SAJ-1996-02789

When the structures or work authorized by this permit are still in existence at the time the property is transferred the terms and conditions of this permit will continue to be binding on the new owner(s) of the property Although the construction period for works authorized by Department of the Army permits is finite the permit itself with its limitations does not expire

To validate the transfer of this permit and the associated responsibilities associated with compliance with its terms and conditions have the transferee sign and date below and mail to the US Army Corps of Engineers Enforcement Section Post Office Box 4970 Jacksonville FL 32232shy0019

(TRANSFEREE-SIGNATURE) (SUBDIVISION)

(DATE) (LOT) (BLOCK)

(STREET ADDRESS) (NAME-PRINTED)

(MAILING ADDRESS)

(CITY STATE ZIP CODE)

Page 9: JACKSONVILLE DISTRICT CORPS OF ENGINEERS …...FORT MYERS, FL 33919 REPLY TO ATTENTION OF Regulatory Division FEB 2 8 2013 South Permits Branch/Fort Myers Section SAJ-1996-02789 (NWP-WDD)

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT A

Permit Drawings

3

CONSTRUCTION PLANS CLAM PASS MAINTENANCE DREDGING

COLLIER COUNTY FLORIDA

LOCATION MAP

t SHEET INDEX

1 COVER SHEET AND LOCATION MAP 2 SITE PLAN WITH CONSTRUCTION ACCESS 3 SITE PLAN - DREDGE amp FILL 4 SITE PLAN - DREDGE amp FILL 5 TYPICAL INLET CROSS SECTION - DREDGE 6 CROSS SECTIONS - DREDGE 7 CROSS SECTIONS - DREDGE B CROSS SECTIONS - DREDGE 9 CROSS SECTIONS - DREDGE 1D CROSS SECTIONS - DREDGE 11 CROSS SECTIONS - DREDGE 12 CROSS SECTIONS - BEACH FILL 13 STATION CONTROL - DREDGE amp FILL VOLUME

j_ MHW 033 NAVD 1988

I J_18 168 I --- NGVD 1929

228 MLWI j middot--- __ MLLW

RELATIONSHIP BETWEEN NAVD 1988 NGVD 1929 MEAN HIGH WATER MEAN LOW

WATER AND THE MEAN LOWER LOW WATE TIDAL DATUM (1983-2DD1 EPOCH)

LABINS TIDE STATION NAPLES-GULF OF NOTES MEXICO NUMBER 872-5110

1 AERIAL PHOTOGRAPHS WERE TAKEN IN JANUARY 2D12 AND PROVIDED COURTESY OF COLLIER COUNTY PROPERTY APPRAISERS OFFICE 2 COORDINATES SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN DATUM OF 1983 EAST ZONE (NAD83) 3 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 4 NOTE THESE PERMIT DRAWINGS SHALL NOT BE CONSIDERED VALID FOR CONSTRUCTION PURPOSES UNLESS SIGNED AND SEALED BY EITHER

BRETT D MOORE P E 37326 KENNETH K HUMISTON PE 23326 MOHAMED DABEES P E lf58003 MARC DAMON PE 70615

5679 STRAND COURT NAPLES FL 3411 0 FAX (239) 594-2025 PHONE (239) 594-2021 wwwhurnlltgttnnnnrnnr-ltgt

Army Corps of Engineers File SAJ-1996-02789 Date 22513

- pound 1 _

Army Corps of Engineers File SAJ-1996-02789 Date 22513 Pltgtn-ltgt ) rvf 1 1

Army Corps of Engineers File SAJ-1996-02789 Date 22513

B c D E F G H I J K L M N 0 p Q

R s T u v w X y z

AA BB cc DO

3882294 3882590 3883503 3884494 3884983 3885366 3884585 3884874 3888558 3887526 3887855 3888540 3888076 3887188 3886940 3885844 3888007 3886177 3886144 3885913 3885732 3885594 3885204 3884835 3884445 3884054 3883584 3883149 3882289

6864033 6864179 6864586 6864831 6864893 6865236 6867151 6868233 6869815 6869157 6868769 6867433 6867167 6867812 6868267 6867539 6867341 6866860 6866351 6865816 6865287 6864780 6864389 6864042 6863687 6863332 6863151 6862907 6863582

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 D~n-a A + 1 l

TYPICAL DREDGE CUT FOR INLET STATIONS (0+00 TO 3+645) (STATION 1+00 SHOWN FOR REFERENCE ONLY)

--------~--~-7------=--= EXISTING( - o=sLOPE BEACH PROFILE (VARIES)

120--------------MHW +033 NAVD (161 NGVD)

---------------MLW -168 NAVD (-04 NGVD)

~1---------------BEACH COMPATIBLE SAND TO BE PLACED WITHIN THE FILL TEMPLATE LIMITS ON THE NORTH OR SOUTH SIDE OF THE PASS

-================= -58 (-45 NGVDl DESIGN CUT--J-------1-------l~- -63 NAVDNAVD ( -50 NGVD 05 OVER DEPTH ALLOWANCE 1-------45----shy

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013

5679 STRAND COURT NAPLES FL 341 10 FAX (239) 594-2025

~~tJ~~~2-~~~--~C~ 1 __ _

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 n --- c -C 11

STA -3+00

I NO DREDGING AT THIS STATION

TEIIPLATE SHOWN FOR REFtRENCE ONLY

-1QshyNORTH SOUTH

1 1 1-

1loo -dso -3oo -iso -ioo -1 so -1

1oo -~o 6 so

STA -1+50

-1QshyNORTH

_Joo -iso -~oo -iso -ioo

= NO DREDGING AT THIS STATION

TEUPLATE SHOWN FOR REFERENCE ONLY

-11so -11oo -bo 6

SOUTH

so 1

DISTANCE FROM BASEUNE (FEET) DISTANCE FROid BASEUNE (FEET)

~ 4

2 HW (+033)

8 ~-LW(-166)~~

z ~-4middot

sect-bull -8middot

-1oshyNORTH

- 1 ~~oo -~so -lao

STA -4+00

-iso -ioo

I I I

___)

NO DREDGING AT THIS STATION Tpound1-PLATE SHOWN FOR REFERENCE ONLY

-lso -oo -So 6

I

SOUTH

so 1

STA -2+50

- shy-8

-1Q-i NO~TH - 1 ~400 -~50 -300 -zso -zoo

= NO DREDGING AT THIS STATION

TEMPLATE SHOWN FOR REFERENCE ONLY

-fso -roo -so 0

I

SOUTH

so

w4

i Zmiddot

STA -1+00

- 114-W (+Oll)

-____or--shy ~ NO DREDGING AT THIS STATION

TEJPlATE SHOWN FOR REFtRENCE ONLY

-1DshyNORTH SOUTH

-12~~r----r----r--r----------------------~---~ -~oo -3so -3oo -zso -zoo -1so -100 -so o 50

DISTANCE FROM BASELINE (FEET)

8

6

4

2 MHW (+033)

MLW (-168)

NORTH

middot-shy --shy L

NOTES

STA -3+50

_U NO DREDGING AT THIS STATION

TEMPLATE SHOWN FOR REFERENCE ONLY

SOUTH

--shy --shy middot-shy --shy ~ T --DISTANCf fR014 BASELINE (FEET)

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL 2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC

DISTANCE FROM BASELINE (FEET) DISTANCE FROM BASEUNE (FEET)

STA -2+00 STA -0+50

~ 4 2 2middot

UHW (+033) - J 14HW (+Ol3)

MLW (-158) 1rH o ~ ~

NO DREDGING AT THIS STATION TtMPLATE SHOWN FOR REFtRENCE ONLY

NO DREDGING AT THIS STATION TEMPLATE SHOWN FOR REFERENCE ONIY -middot

-1DshyNORTH SOUTH NORTH SOUTH

1 -12_-------r--r-------~-----------------~~1 1 1-~so -~oo -iso -ioo -1 so -1 oo -~o 6 5o -4oo -gt5o -3oo -250 -zoo -150 -100 -so o so DISTANCE FROM BASEUNE (FEET) DISTANCE FROid BASEUNE (FEET)

DATUM OF 1988 (NAVD88)

FROM JANUARY 3 TO 11 2013

5679 STRAND CDURT NAPLES FL 34110 FAX (239) 594-202S ~_HN~J~~L-~~~-~0~1__ _

g 0

g z 0tishysectshy

-1

-1

0 4

~ z -

8 ~-2 z ~-4

sect-middot -middot -1Qshy

1- Joo

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 P~o-p n nf 1 i

000~ Il - shy

STA 0+00 STA 0+75

Dl

ULW -158)

o-4~ 4

2 2middot _ 14HW (+033) tIHW +033)

ii ~MLW ( middot) _z _2 z Q_4~-4 It

OESIGIIGUT(-5BWvtl)_ DtsGNCUT(-SftWYD)_ OVOotPTH(-6lWvtl)- 0VtRDEPTH(-6JWVll) shy-bull-1~-middot

hs] 111 CYFT DESIGN CUT -middot-middotmiddot [I] t1 CYFT OVER DEPTH CUT-1 -1

SOUTHNORTH SOUT~ -124-~---~~---r--------------------------- -12 1 1 I I I

-400 -350 -soo -250 -zoo -1 so -100 50 -400 -350 -too -iso -ioo -150 -100 -so so DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 0+25

s 4middot 0

3 2middot~j gt

-uH~5 )

tllW - ltltgt~ I

(-168)

DSIOIICUT(-SBtuvtl)_ OvtROtPTH(-SlWvtl) shy

hsJ 149 CYFT DESIGN CUT

CD 11 CYFT OVER DEPTH CUT -1 NORTH SO~TH I

I-smiddotso -300 -tso -too -fso -100 --o 0 50

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 1+25STA 0+50

~ bullmiddot ~ j~ ------ ~ -2middot z ~-4middot

bSj 146 CYFT DESIGN CUT ~-middot -middotmiddot CO 11 CfFT OVER DEPTH CUT-10

SOUTHNORTH SOUTH -121-~--~---------------------~-~-------~~ _0-400 -350 -300 -250 -200 -150 -100 -50 0 so 50

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

STA 1+00Dl 4

OESION CUT (-SB WVD) ___ DVERD[PTH(-SJNlvtl)-

-350 -300 -zso -zoo -150 -foo

SOUTH

50

~HW(+o-gt1

z ~-4 gtij-6

-middot -10

-124-~------r-----~-----~--r--~~--~-------~~ -400 -350 -300 -2so -200 -1so -100 -so o so

DISTANCE FROM BASEUNE (FEET)

STA 1+75

0 4

~ 2

-- oj~~HW ------~--==-~~~~~$~gtlt--11(+o~J8 MLW (-168) ~ -~- _ ~ bull_r

~-2 z ~-4

DtsiGNClJT(-5BNAVD)_sect-s OVERDiiTN(-5JIUVD)-

rs) 202 CYFT DESlCN CUT-middot [[]) 12 CYFT OVER DEPTH CUT-10

SOUTI-I -12 I NO~TH I l I l [ I I I

-4DO -~so -30D -zso -zoo -1so -100 -so b so

DISTANCE FROM BASEUNE (FEET)

STA 2+00

0 4

~jbullHW(+033) ~~ ~ I8 MlW (-168) ~-2

~-4 DtSIGIICliT(-58NlVD)_

~-6 ovt~ otrm (-~5middot wvo) shy

SOUTH

-too -fso -foo -so 50

DSTANCE FROM BASEUNE (FEET)

-middot -1

-3oo -tso

5679 STRAND COURT NAPLES FL 3411 D FAX (239) 594-2025 PHONE (239) 594-2021 wwwhumlstonandmoorecom

STA 1+50

D[SIGNCUT(-58Wvtl)_ DVEROtPTH(-6JHIIVll) shy

bSJ 228 CYFT DESIO~ CUT

ITJ] ll CYFT OVER DEPTH CUT

middotNORTH SOUTH

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 o- 7 f 1 ~

-350 -3oo -tso -too -1so -foo

3a-l TY~TUololJ

-1

~ 274

OJ 27 CYFT OVER

NORTH

-fSO

STA 5+00STA 2+25 STA 4+10

~ 4 ~4

000(-1

DESGtIGUT(-58WAV0)_1 DVEROEPTII(-5ltllvtl)-

~4 Iltt 2middot lt~2middotlt~3 ~IIHW +0bull 33) w (+middot) = I I ~38

2ojw (-168) v=8SSSYg__jbullLw (-168) I ~-2 z

~-2 ~-4 OESIGNCUT-SINAVD)_ bgt) gtI)-)) G~E~~~=~~~~-3 ~-6 OVGDEPIH(-SJIUVD)shy

D 121 CYFT DESH3N CUT-41 [SJ 171 CfrT DESIGN CUT CYFT OESICN CUT-middotmiddot ITJ] 11 ((FT OVER DEPTH CUT DEPTH CUT-sl rn 11 CfFT OVER DEPTH CUT -10 tIORTH SOUTH NORTH SOUTH SOUTH

1 1 -12~~--~------~---~---~~--~---------------~-~Joo -$so -~oo -dso -doo -t so -1 oo -1( 6 sh -400 -350 -300 -250 -200 -150 -100 -50 -foo -so so 100 150 200 DISTANCE FROU BASEUNE (FEET) DISTANCE FRO~ SASEUNE (FEET) DISTAHCE FROliC BASELIHE (fEET)

STA 2+50

0~ 4 gt2 2middot 2

-l ti ~ sect_4

4

2 JIHW +033)

STA 3+30

0-2Jw (-16

8) ~-ltgt~ I

D 17 CYFT DESIGN CUT

ITJJ t I CYFT OVER DEPTH CUT

NORTH SOUTH 1 1 1 1-ioo b 1

~ d-6 -8

-10 SOUTH

50 -tJoo -~so -3oo -dso -tso -1 oo -ho so -roo -50 5middoto 100 150 200 DISTANCE FRO~ BASEUNE (FEET) DISTAHCE FROM BASELIHE (FEET)

STA 3+645 STA 5+10

0 4~4 2middot

3 2 JMHW +033)-_J~ ti 0

8~ -2jw (-168) B0 jw (-16 )~-2

~-4 ~-4middot 100--000-0

f ) 1 I 1 ) IYi ~E~~ ~ ~~~~-6 ~-6 -8 [Sj 108 CYFT DESIGN CUT -8 (sJ 248 CYrT OESlGN CUT

ITJ] 11 CYFT OYER DEPTH CUT rn 27 cvrr ovER DEPTH cuT-10 -1 NORTH SOUTH NORTH SOUTH

1 1

--p~ I

1 1 15middoto -tJoo -~so -ioo -dso -ioo -1 so -1 oo -~o b sh -1doo -1 so -1 oo -~o 6 sh 16o H~o 20

DISTANCE FROM BASELINE (FEET) DISTANCE FROid BASEUNE (fEET) DISTANCE FROliC BASELINE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 PRECDNSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

5679 STRAND COURT NAPLES FL 34110 FAX (239) 594-2025 ~_H_(NtJf_~~Ll~-~~1__ _

_ o-=IIIHW l-t0bull5Y) oogt~ lt(y

~G~~ ~==~ ~~~ ~

~ 4

~ 2middot

[SJ 145 CYFI DESIGN CUT

[I] 11 CfFT OV[R DEPTH CUT

NORTH

-350 -300 -250 -200 -150

DISTANCE FROtt BASEUNE (FEET)

STA 2+75

-foo -~o

_ o-=IMHW t+0bull55) ~ (

o~~~ ~~ ~~ -1

-250 -200 -fso -100 -middotbullO

SOUTH

-1

~ 275 CYFT DESIGN CUT

[I] 26- CYFT OVER DEPTH CUT

NORTH

-fso

STA 4+60

SOUTH

Army Corps of Engineers File SAJ-1996-02789 Date 22513 PltoP R of 1 i

STA 5+60

~4 2middot3 JMHW (+033)

IALW -168

) gt gt ) gtJ==~~~a~ ~=~ ~~

[Sj 185 CYfrT DESIGN CUT

21 CYFT OVER DEPTH CUT

NORTH SOUTH

-fso -foo -50 o smiddoto

[I]

200 DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 6+10 STA 7+50

-obull ~ 4middot

~ 2middot t

2 J11HW (+033)I

~ O MLW (-168) --2 z

~ btsiGNCUT(-UNIVll)

K ( 6 ( 1 0r J ==~o~E~~ ~ ~~ titCt--==OVEDEPTH(-IlIIVll)= [Sj 17 rtFT DESIGN CUTCYFT DESIGN CUT -8

m 07 CYFT OYER DEPTH CUT

- nJMnn TVogtgt)

~LW (-168)

[Sj 109

oJ 17

NORTH

-rso 260 -tdoo -lso -ioo -bo 6 5b tdo 1Jo 260

rrjFT OVER DEPTH CUT -10

WEST EASTSOUTH

-foo -so 5o 100 1$0 200 -1Joo -115o -loa -~o 6 sb 16o 1o

STA 8+50STA 7+10

~ 4middot0 4

i MHW (+033)

Ef oj~ALw (-168) --2 ~0 gtonn bullbull

[SJ 105 CYFT

~~~~--------------~==~-=====~~===========]z ~-4 _J Hmiddot)_____ I_ DESIGNOE~~ (-51 NIVD) yf 5 (I) ((I f (I 9rf ==~c~~~ ~ ~

-~~-6 -8-J bS) 16 ClFT DESIGN CUT DESIGN CUT

CD tD ClFT OVER DEPTH CUT ITJ 22 CYFT OVER DEPTH CUT-10 -10

WEST EAST WEST EAST 1_Joo -11 -11 -~o b sb 1Jo 1~0 2o -t_Joo so 1oo -~o 6 5h 1Jo tdo 2amposo oo -1 -1

DISTANCE FROM BASEUNE (rEET)

STA 9+00

0 4

MHW +D33) 0

ti jMtw lt us) ~x_ lt_z z ~-4middot -lt Ilt ( ( ((Ilt (t) I ~~ ~~ =~~~

~-middot -8-J bSJ 127 CfFT DESIGN CUT

rn 25 CYFT OYER DEPTH CUT-10 WEST EAST

I)

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 8+00 STA 9+50STA S+SO

0 4middot~4 ~4 ~ 2middot MHW (+055) MHW (+D33bull) ~MHW (+033)

E0 loLW (-168)li jMLW ( 168) I I

shy

I emiddotojMLW ( 168) 7 ~ I I --2 --2 -z

z-~--~ DESIGNCUT(-bullsNIVb)~-4 ~-4middot~-4 _DESIONCUT(-5 5HAVD) ~==WEI1DEItH(-53NIVIl)-DVERDEPTH(-551UVIl)~-middot ~-middot ~-middot

-B-J rs) 52 cfFT DESIGN CUT [Sj 108 CfFT DESIGN CUT-8-l [Sj 31 CIFT DESIGN CUT -8 [I] 14 CYFT OYER DEPTH CUT ITJ 26 Cln OVER DEPTH CUTrn 11 CIFT OVER DEPTH CUT -10-10 -10 WEST EASTNORTH SOUTH WEST EAST

_~2tOO~r-~-r-~-~-r~~~--~~---------=~~ -12 j I I I Q l Q I 6 -1z-r--r----r----r----r----r--r--~--------_ -150 -roo -so 200 -200 -15o -too -so so 1 o 1so 2 a -200 -ISO -100 --o 50 200

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

5679 STRAND COURT NAPLES FL 34110 FAX (239) 594-2025 PHONE (239) 594-2021 wwwhum1stonandmoorecom

Army Corps ofEngineers File SAJ-1996-02789 Date 22513

8 STA 10+00

6

lt I2 4

MHW (+0bull 53)

li E l MLW (-16S) ~ 1amp-2middot z z

Q-4middot0 ~ I NO OREOGINO AT THIS STATION ~-~=

TEIIPLATE SHOWN fOR REfERENCE ONLY

4

-10

-12middot

6

4

2 MHW (+03J)

STA 10+19

UIW (-168)

NORTH

~ ~J NO DREDGING AT THIS STATION

TEUPLAT SHOWN FOR REFERENCE ONLY

SOUTH

-no -150 -100 -so b 50 ulo do 2

8

6

B

lt ~ 23 1

4

g g z 0 6

i- ~-

~- ~-

_-I o-_ 1gtshy

-I

1gt- WEST EAST __ ~ J--- middotshymiddot-- middot- middotshy

DISTANCE FROM BASEUNE (FEET)

DISTANCE FROM BASEUNE (FEET)

STA 10+50

s

)

~ 6 i shy

shyNO DREDGING AT THIS STATION shy

TEMPLATE SHOWN FOR REFERENCE ONLY

-I )

NORTH SOUTH _

200 shy-rso -foe DISTANCE FROM BASEUNE (FEET)

NOTES

STA 11+00

I

MHW (-+033)

MLW (-168)

NORTH

~ A NO DREDGING AT THIS STATION

TtMPLATE HDWN fOR REFERENCE ONLY

SOUTH

DISTANCt FROM BASEUNE (FEET)

STA 11+50

MHW +033)

MLW (-168)

~ J NO DREDGING AT THIS STATION

Tpound14PLATE SHOWN fOR REFERENCE ONLY

NORTH SOUTH

DISTANCE fRO~ BASEUNE (FEET)

STA 12+00

ltHW (-+033)

IILW ( 168)

~ NO DREDGING AT THIS STATION

TEI4PLATE SHOWN FOR REFERENCE ONLY

NORTH SOUTH

00 -1SD -100 -so 6 50 100 ISO 2

DISTANCE FROM BASEUNE (FEET)

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

1 lt-4 gt2

loHW (+053)

9 0

-2 z ~-4

STA 13+00

~ ~-middot

-6

NO DREDGING AT THIS STATION SHOWN FOR

REFERENCE ONLY

-10 NORTH

-12 -200 -150 -100 -50 50

DISTANCE FROid BASEUNE (FEET)

100

SOUTH

I 0 200

1 lt-4

2middot lo1HW (+053)

STA 1l+50

-z ~-4g-6

-8

-10 NORTH

-12 -200 -150 -100

~ NO DREDGING AT THIS STATION SHOW~gt~ FOR

REFERENCE ONLY

-50

SOUTH

200

DISTANCE FROid BASEUNE (FEET)

B STA 14+00

6

I 4

2 MHW (+OJ3)

go- MLW (-168) I z sshy~-

~ NO DREDGING AT THIS STATION SHOWN FOR

REFERENCE ONLY

NORTH SOUTH

-- middotshyDISTANCE fROid BASEUNE (FEET)

5679 STRAND COURT NAPLES Fl 3411 0 FAX (239) 594-2025 PHONE (239) 594-2021 www_huiTlhdonondmonre_com

Army Corps of Engineers File SAJ-1996-02789 Date 22513 n_ -- 1 A - 1 -

STA 16+00 STA 17+50STA 14+50 sshy 1 c 4middot~ 4middot 5

4 ~ 2middot gt

2 IAHW (+033)- IIHW (+033)

0 -3 2middot ltmiddot

EAST

-fSO

bull1bull0~--------~~~==~~======= ~ MLW (-168) t-2middot

~ -z MLW (-168)

~-4NO DREDGING AT THIS STATION SHOWN FOR

REFERENCE ONLY NO DREDGING AT THIS STATION NO DREDGING AT THIS STATION~-6i~= TEIAPLATE SHOWW FOR REFERENCE ONLY TEIAPLATE SHOWN FOR REFERENCE ONLY

-8middot-8middot

-10-1DshyWEST

1 1WESTNORTH SOUTH ~ EAST

-12 I I I I I -

1dao -t so -1 oo _o 6 sh t6o do 2o -fOO -raquo0 0 Sb 100 150 200 -200 -150 -100 -~0 0 5o tampo 150 200

DiSTANCE FR04 BASELINE (FEET) DISTANCE FROM BASEliNE (FEET) DIS)ANCE FROM BASEUNE (FEET)

8

6 STA 16+50

bull 2

o1HW (+033)

loLW (-168) --

middotshy I 6middot

NO DREDGING AT THIS STATION

8shy TDIPtATE SHOWN FOR REFERENCE ONLY

o- EAST WEST

L

STA 15+00 STA 18+00

1

I 0 4middot gt2

IIHW (+033)

8 0 ldlW (-1688 ~-2I ~-

~-4~ NO DREDGING AT THIS ~= STATION SHOWN FORlt REFERENCE ONLf~-6NO DREDGING AT THIS STATION

TEIIPLATE SHOWN FOR REFERENCE ONLY -8

-1 -10 EAST WEST

-1DshyWEST

-12 1 I I I ~ EAST

_Joo -11so -11oo -~o 6 sb H~D do 2bo -1 -200 -150 -loa -~0 0 100 1~0 200

DISTANCE FROJA BASEUNE (FEET) DISTANCE FR0-4 BASEliNE (FEET) DISTANCE FROU BASELINE middot~ (FEET)

8 STA 15+50

8 STA 17+00

66

~ 4middot

STA 18+28

IAHW (+033)

MIW ( ts8) ---

EAST

NO ORE~ STATION SHOWN FOR

REFERENCE ONLY

WEST

~00 -150 -100 -so 0 50 100 1so 21

bull I bull 2 2I bull ldHW (+033)lo4HW +033)

ti 0ti MLW (-168) I _fEu-loLW (-168) ~ ~-2middot~-2

~ J~5 bull 55 ~=-middot ~

~-

~=6 a-sNO DREDGING AT THIS STATIONNO DREDGING AT THIS STATION~-TEMPLATE SHOWN FOR REFERENCE ONLfTEiolPlATpound SHOWN FOR REFERENCE ONLY 8 -8middot

-1 -10-1 o- EAST WEST -12

EAST WEST -12-1

middot200 -150 -tOO 50 100 1 0 21 -200 -150 -100 -so 0 50 100 150 2 I

DISTANCE FROM BASEUNE (FEET) DISTANCE FR0-4 BASEliNE (FEET) DISTANCE FROM BtSEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVDBB) 2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

5679 STRAND COURT NAPLES Fl 34110 FAX (239) 594-2025 PHONE 239) 594-2021 wwwhumistonandmoorecom

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 PltgtltHgt 11 rvt 11

o

R-38 R-39

NO FILL AT THIS STATION SHOWN NO FILL AT THIS STATION FOR REFERENCE ONLY SHOWN FOR REFERENCE ONLY

1-1 oL----------------------- 0 200

DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

R-41 R-42

NO FILL AT THIS STATION THIS STATION SHOWN FOR REFERENCE REFERENCE ONLYONLY SHOWN FOR

NO FILL AT

DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

NOTES

1 RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 2 COORDINATES SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN DATUM OF 1983 EAST ZONE (NAD83) 3 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)

R-40+725R-40

10

NAVD0

~ 5 z

t lw 033 NAVDI0 (MHWL)-168 NAVD

(MLW) I~ Isect

-5 1gt0 1771 FILL TEMPLATE 18 lLLJ 62 CYFT gt

-10~--------------L-------------------

I~ f-

1~ 68 NAVDI g

(MLW) I~

I~ I~ w lLLJ 73 CYFT

II NAVD

1771 FILL TEMPLATE

0 zoo 0 200 DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

NO FILL AT THIS MONUMENT SHOWN FOR VOLUMETRIC CALCULATION ONLY

R-43 R-44

10

_ 66 NAVDlb 66 NAVD ------4-7 NAVD

I-z 033 NAVD (MHW)-lt-----033 NAVD (MHW) li -168 NAVD (MLW) -168 NAVD (MLW)15

li-5

I~ 1771 FILL TEMPLATEI~ lLLJ 41 CYFT

0 1-101~---------L_---------~------------

200 0 200 SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

4 NORTH AND SOUTH LIMITS OF BEACH FILL TEMPLATE WITHIN MAXIMUM LIMITS SHOWN ON PERMIT PLANS BY PBSampJ DATED 7312012

5 ALL FILL TO BE PLACED UPLAND OF THE GULF OF MEXICO MHWL AND WITHIN THE LIMITS OF THE BEACH FILL TEMPLATES ON 5679 STRAND COURTPERMIT PLANS BY PBSampJ DATED 731 2012 NAPLES FL 3411 0

6 AREA LANDWARD OF DUNE FILL TO BE GRADED BASED ON SITE CONDITIONS AT THE TIME OF CONSTRUCTION FAX (239) 594-2025 PHONE (239) 594-2021 wwwhumlstonandrnoorecom

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 Pltgto- 1 J --f 1 ~

~

- 6Sm11S ~ 14ltgt5_ -6 ~ 14ltgt5 11 33361SZ 1laquo5- 61lt1gt073 ~ -- 3a3-n35 14ltU$ SS70tiLgtS 14gtgtS ~ 8EitG4S =ltl6S 1laquo5 NOOOEiGlNGATiHESiE~noNS 10054 ~1 1CS 6Se355 3secto7113 -__ a=1 -middot

~7 ~~ 7ltru) - mlS ~ - =

Q611SS =

t iiNIPLAf~ iNFCiRMAfloR ~fiOBLISHEti fiY DEP) MONUMENT ESTIMATED AVAiLABLE AVAILABLE

MONUMENT NORTHING EASTlNG AZIMUTH ELEVATION EFFECTIVE FILL FILL ID NAvebull DISTANCE VOLUME VOLUME

FEET) (FEET) DEGREES) FEET (FEET) (CVIFTI CVJ R-38 6898181 3fSI7837 2700 373 R-39 13887995 3B78747 2700 484 R-40 6877938 3879638 2700 297 500 82 3100 R40+725 13870688 3879638 2700 180 73 1314 R-41 BS67856 3880516 2700 324

middotroTAL AVAILABLEVOWME-NORTH FILL TEMPLATE 4414 0gt50 6882954 3879149 1795 100 92 920 1gt50 6862963 3880149 1795 100 206 2000 2gt50 6862972 31l81149 1795 100 139 1390

TOTAL AVAILABLE VOLUME -INLET FILL TEMPLATE 4370 R-42 6B57310 3192004 2650 423 R-43 6846923 3882485 2700 484 1300 36 4680 R-44 6837015 3883591 2700 674 550 41 2255

roTAL AVAILABLE VOWME -SOUTH FILL TEMPLATE 6935 TOTAL AVAILABLE VOLUME -ALL FILL TEMPLATESlt 15719

INLET FILL TEMPATE SECTIONS

STA D+SD

J-----255------- shy10 NAVD

92 CYFT FlU VOLUME

145 CYFT DESIGN CUT

11 CYFT OVER OEPTH CUT

SOUTH

-sao -400 -350 -300 -250 -200 -fso -foo -so 50 DISTANCE FROio BASEUNE (FEET)

t2j ~ ----J w lt-bullmiddotI sect_ ~ d-6

-middotmiddot -10

[ZJ 206 CYFT FILl YOLUI4E DESICWttrr[-5BNAVD)_I OVDDtPlH(-6StiAVO)shy

[Sj 228 CYFT DESIGN CUT

[[]] 12 CYFT OYER DEPTH CLJT

NORTI-I SOUTH

-lJoo -iso -ioo -iso -doo -11so -11oo -~o amp sh J

DISTANCE FROM BASELINE (FEET)

[ZJ 139 CfrT FILL VOLUUE

bSJ 14-5 CfFT OESIGN CUT

[I] 11 CYFT OVER DEPTH

NORTH

-150 -100

STA 2+50

t~SICIICUT(-551UVO)_

DVVI0[Pffi(-65MAVD)-

CUT

SOUTH

-250 -200 -fSO -faa 50 DISTANCE FROM BASEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)

2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM

JANUARY 3 TO 11 2013 4 FILL TEMPLATE LOCATION BASED ON PERMIT PLANS BY PBSampJ DATED 7312012

5679 STRAND COURT NAPLES FL 34110 FAX (239) 594-2025 PHONE (239) 594-2021 wwwbullhumlstQnandmoorecom

Army Corps of Engineers File SAJ-1996-02789 Date 22513 P~w-P 1~ nf 1~

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT B

Original PermitModification Drawings

4

Nov 24 1997 - 101327 DCWG010JPR079S2

SHEET 1 SHEET 2

~---Approximate Ending Point

~~~--Approximate Beginnin9 Point

0 ()

X w ~

u 0

u J J ()

0 ()

x w ~

LL 0

u J gt C)

SOUTH

EXCAVATION PLAN FOR CUTS 3 amp 4A THROUGH 40 FOR PER~ITIING

PURPOSES ONLY

PROJECT

APPLICANT

CLAM BAy

PELICAN BAY SERVICES DIVISION Figure

452(1)

0 T TACKNEY FLA REG 20853

middot 199602789(IP-CC) APR6 1998

---

Nov 06 1997 - 152223 DDWG010lPR079525dwg

V D NGVD V ONGVD 0~sect t_OJJ2

-wT J _3 11--zt ~

l 15 It l 20 It L I I I

CUT 1 CUT 2 amp 3

H~ t-~~ -4 II

L 40 It L I I

CUT 4A middot

VONGW I

~ S 20 Jtl l

I I

CUT 48

~-- middot~~-w~ --- - - ~- SEE NOTE-24 1

S30ftl lI I

~ CUT 4C

1 EXISTING SECTIONS VAirf ~~2 SIDE SLOPES 0 ANGLE OF REPOSE (ASSUMED 3D)

0 2 4 6 8 10 HORIZONTAl

TYPICAL CUT SECTIONS

PROJECT CLAM BAY APPLICANT middotPELICAN BAY SERVICES DIVISiON

WILSON

MILLER

~ COLLIER ~R 1997 TACKNEY AND ASSOC INC ~~~~i - of9S 25pound lot

COASTAL ENGINEERING N01d2--oso-oo -tRPiPmiddot middot~-ppoundR79 IIGTNO -~S918 25 atJ8

Figure 452(i)

D T TACKNEY fA RpoundGbull 20115J

199602789(IP-CC) APR6 1998

-~--~ ~

NOTE bull 1 TYPICAL PIPELINE ROUTE SHOJIN FOR ILLUSTRATION PURPOSES ONLY

ACTUAl PIPELINE ROUTE TO BE DETERMINED IN THE FIELD 2 ALL ELEVATIONS ARE REFERENCED TO NGVO 1929 3 All HORIZONTAL C(X)ROJNATES ARE IN STATE PLANE COORDINATE

SYSTEM NAO 1927 FLORIOA EAST ZONE

LEGEND ~ DREDGING CUT LIMITS ~zJ VOLUMEOFCUT~3ZOOOCV

----- STAnONIPROFILELOCATION

- - - - BASELINe

G) BASELINE POINT NUMBER

R-42 ONR REFERENCE MONUMENT

~ CORE BORING LOCATION C4(59)

- bull shy middot PIPELINE ROUTE

17iiIJ 181112522 gt111141 IN1ZII2 1203111 11120010 1227241 IM21111 1231317 11131~71 1227Ut 11112071 12eG517 IIIIQOI 1$00031 IMIUU 0031n IMI8311 1300171 115038AI 1310711 1111511827 13tttn 11amp241 ta 1310771 11121031 1~7711 1115311618 lnamplll4 etaat21 1288813 8IH215U 128iUt 881174131 128Bt72 81580023

232130 21 23Z7RZI 22 2S21oampBI2 21 Ua71011

~= Z1l 2331117 27 23W7C35 28 23110100

lll80tZamp lleo8011 tlll20e32 HUHN 111321131 81N0211 8111 111871005 11875020 ~I RESTORATION

CLAMBAY

DREDGING CUT 4 -SITE PLAN FOR PELICAN BAY SERVICES DISTRICT

M IISlOIIJIOORENQNEERa IDeiINRPOFIrRO HOfm-llltE tbull

DATE21B9 ALE 8042CON-AER-CUT4 rMlESflOilIOJil410CI

iN11~ii-6-21Q1 PROJECT NO 8-042 DATUM NGVDGRIO SHEET 7 OF 21

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET OF 21

sra )

I I L ubull l t ~~

~~middotmiddot l r - II - -bull1__ -lOii amp 1Ciltj -loa -loo 40 ~ -lOii -iiM -lOll -liO ampshy

-~~~ ---~ -~~~

l l I t L ~ - ~ ~

-~- - II a+c-~-~~--_~-------~--1 ~1ila-r ~1011 - -amp ~llit - -ampo t l gount

DISJMCI nc1111 UIIlJic (Jttl) GmuG ~ uNpound ~ DIIT~ _ USDIIt (JUT)

aa _

I I I L L ~

I 1shyr~~~--~~CL~-~~~~~~_~~

I =~~-b~-m=middot~-~~-----~J~~-

IIUMIX ~ IIUUM (nl1) -rMcz _ 8MIUI1 (nDJ

1-

1 orampshy

I ~

-l -bull1__Jlll -lOii middot -ampII -lOii -lao

CIITMCI _ IUIIJIC (Jill) DlllUCS _ IIASIaC (PUT) DIITMICI _ aMI (rU1]

HM CLAM BAY

bull RESTORATION bull CUT4 CROSS-SECTIONS

~-=a~--- DATE t2D1SI8 IftlE 21042-XS I SCALEbull AS 5HOWH I middot ~)~1

Pafttr-~ un bull __ run1u wrvnJe1llln SHEEn 10 or 21

~i m-

shy

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 10 OF 21

~--ORll

~fIII (Rn)

Jn1+Jt

linua ~ yenQI1 _ ibilii-CI poundMr(lllll QIIIIiil a

-L~ I Ii_J Isectshy

-----~

- -~ - shy laEiiiliiilii C ~

U~ttmiddot

---iJUS) 199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 11 OF 21

__ ltiiiiDT-Uiil--ri ~middotno~lpound

Moli~CC IIIIWmiddot~ (Fm)

middotumiddots -~IZIR-_Q CiCIIWIJCnIJ na

_ ___~

~JiotlaaampIIZ(R511o

CLAM BAY RESTORA-TION

CUTf4- CROSS-SCTtOHS

~r-F- 1M1Eo Uftlfjl IPU _ sce OS - I ~bull ~~we Lftl rbullgtn_ ~~- ~~middot11 t)f 21

I 1

l

rasr-E ~middot cnrrJ

_ IIUEIT caK cll

cawmm bull fWD bull 1

470FT

ClriiMCZ _ (lD11

I ~~~middot1--------TI~~~~~7~7~~~~~~----~~

~ E

lltlfwE IJICII umrbull (JUT) _ _ ITA t1+CID CIIWDIITI S rK1 bull 11_1

Idmiddot ~1 middot 7f1gt~5 c I

f

IISJAMCI _ llloWOJ (Fm] DIS1NCCI _ HS[UC (rur]

_ iiiUIDI CDCmiddotshyCCIIICddTE flftlbull tt

199602789(1P-GC) MODIFICATION 1 FEB 26 1999 SHEET 12 OF 21

fIIDIUTCOIIIIoiM COWPDIQl bull nGS bull ltDI -middotshy

I

DIITA~far it ~r (nrrJ

Illamp 14+11 ~middotIUSmiddot

It------~~~----~ ~~

~

DlloUUI ~ ampUIUII (Fm]

HM CLAMBAY

RESTORATION CUT4 CROSS-SECTIONS

rl~rrmiddot_bullbullrlbullbulllbullbull-1middot~Aubull_bullbull~u-~bull~bull---il~sC4u~bulloWH-II _ (a-11) _Jall PROJECT HO -C42 SHEpound1 t2 or 21

fOIIIr~~cr ~ bull - -za16 bull

t-------r~------~ ~~

~ I _ _

~ coc -C2 CCIIUOSIIKDCSbullJIJI

amt~ ~ MIIUII (rio)

IIIITMCI fJICJIIII IUilllll (f1D1

199602789(JP-CC) MODIFICATION 1 FEB 26 1999 SHEET 13 OF 21

amMa _ IMIUC 0111)

___tml)

-shy

-- shy tml)

I

llfffff

- -- (im)

____

-shy idiiiiiC1 ~

t~l urrtn~ I

I ---ill)

-shy a-

---tml)-shy ~ COiiE-middotca DIIIPamr -

----lim)

HM -=A~-r ~-middot shy

CLAM BAY RESTORATION

CUT4 CROSS-SECTIONS FOib IEIJCAII MY SfJMCES DISlliiCI

DAm middot~bullIVbull _I FUr -t-xs I SCAUo AS-P1IOJpoundCT IIOr --oa f DATIJIO HIMJ01111 I -lTbull U OF 21

I5

-I ~middot1 ~ I

_ MEMES~ ca middotmbull CCIIIICSTT ntEII bull JtJ1

o-Il

middot yen Ill~middot - middotLU7

IIIST~ nGIIIImiddotUsaIJC (mrJ

liiUitCII COli- C4 cawosm bull rliCS

Ii_-1 ~l I 1 ~middotl middot~ I

I

- IIUMSf =- - C1CIDIIJJII bull PMraquo bull an

I

CISITAICil_liimMmul

aU~mrrCIIIII-tswaa1u CIMDTT S ES bull IU

IIel ~ 1 tbulll------~~==~middot------~1

ishyDmZ USlPK (riD) DCifAMCIInDit~(nD)

~~middot--~-tnDl

JIUIESICIIIII_CII COWSSt bull ncm bull 1a

J7

--r CC CSI ~SnGbullILIbullI

L ~~I iogtT I

--f

war 160 160 - bull

CIIT~ ~ IAIIUtfmiddot~ -shy asrmiddotea ~UICtiiUOmE ncsmiddot IJoUI

llool bull -IM it

-~ -middotaaalull (~

ca--~~~middot CCIIUOSJtSfMSbull znr

~~ ~

I ~ot----~~----1

Imiddot -- - t6a - tia middot -z

~-~(rm)

aT CCIamp-U1 ~-Snclbull IUS

I shyt i

war

bull160 160 UAIKI MlllJM( (PB1)

CLAM BAY RESTORATION

middot CUT4 CROSS-SECTIONSHMFOR PEUCAH BAT SDMCES DJSTRICf

DATE 10118 SCALpound1 AS SHOWNt_llriRCIIIIflllnlaquoITCit~middot-~ MIU2 1410CNI) --n PROJECT NO 8-0U SHEeT t 4 OF 21

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 14 OF 21

shy -~CDIIE-CI cowasnE bull nua

rnTMCt hall Ulllll (IIEJ]

EIISTNICI rami PIIIJJC (PUQ

IJIItUCI F1ICII IIUIUME (lUrJ

1 IIITMCE ntclf IASI1liC cnrrJ

HM CLAM BAY

bull RESTORATION CUT 4 CROSS--SECTIONS bull lc BEACH DISPOSAL SECTIONS

- FORt PEUCAH BAT 5EHVICES DISTRICT

~middot ~ r~~~~~m u (WI) ~

DATE 1201SIB SCAlpound1 AS 5HOWH

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 15 OF 21

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT C

Standard Manatee Conditions for In-Water Work

5

STANDARD MANATEE CONDITIONS FOR IN-WATER WORK 2011

The permittee shall comply with the following conditions intended to protect manatees from direct project effects

a All personnel associated with the project shall be instructed about the presence of manatees and manatee speed zones and the need to avoid collisions with and injury to manatees The permittee shall advise all construction personnel that there are civil and criminal penalties for harming harassing or killing manatees which are protected under the Marine Mammal Protection Act the Endangered Species Act and the Florida Manatee Sanctuary Act

b All vessels associated with the construction project shall operate at Idle SpeedNo Wake at all times while in the immediate area and while in water where the draft of the vessel provides less than a four-footclearance from the bottom All vessels will follow routes of deep water whenever possible

c Siltation or turbidity barriers shall be made of material in which manatees cannot become entangled shall be properly secured and shall be regularly monitored to avoid manatee entanglement or entrapment Barriers must not impede manatee movement

d All on-site project personnel are responsible for observing water-related activities for the presence of manatee(s) All in-water operations including vessels must be shutdown if a manatee(s) comes within 50 feet of the operation Activities will not resume until the manatee(s) has moved beyond the 50-foot radius of the project operation or until 30 minutes elapses if the manatee(s) has not reappeared within 50 feet of the operation Animals must not be herded away or harassed into leaving

e Any collision with or injury to a manatee shall be reported immediately to the Florida Fish and Wildlife Conservation Commission (FWC) Hotline at 1-888-404-3922 Collision andor injury should also be reported to the US Fish and Wildlife Service in Jacksonville (1-904-731-3336) for north Florida or Vero Beach (1-772-562-3909) for south Florida and to FWC at I mperiledSpeciesmyFWCcom

f Temporary signs concerning manatees shall be posted prior to and during all in-water project activities All signs are to be removed by the permittee upon completion of the project Temporary signs that have already been approved for this use by the FWC must be used One sign which reads Caution Boaters must be posted A second sign measuring at least 8 by 11 explaining the requirements for Idle SpeedNo Wake and the shut down of in-water operations must be posted in a location prominently visible to all personnel engaged in water-related activities These signs can be viewed at MyFWCcommanatee Questions concerning these signs can be sent to the email address listed above

I Iii

Ill I All project vessels

IDLE SPEE NO AK

When a manatee is within 50 feet of work all in-water activities must

UT

IIi i it r i jur trt t bull

ild I 1-888-404-FWCC(3922)

orcell

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT D

Biological Opinion

6

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT E

Statewide Programmatic Biological Opinion

7

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT F

Self-Certification Statement of Compliance

8

--------------------

---------------------------------------------------------

-----------------------------------------------------

----------------

----------------------------

SELF-CERTIFICATION STATEMENT OF COMPLIANCE

Permit Number NW-3 Application Number SAJ-1996-02789

Permittees Name amp Address (please print or type)

Telephone Number

Location of the Work

Date Work Started Date Work Completed ________________

Description of the Work (eg bank stabilization residential or commercial filling docks dredging etc)

Acreage or Square Feet of Impacts to Waters of the United States

Describe Mitigation completed (if applicable)

Describe any Deviations from Permit (attach drawing(s) depicting the deviations)

I certify that all work and mitigation (if applicable) was done in accordance with the limitations and conditions as described in the permit Any deviations as described above are depicted on the attached drawing(s)

Signature of Permittee

Date

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT G

Permit Transfer Request

9

DEPARTMENT OF THE ARMY PERMIT TRANSFER REQUEST

PERMIT NUMBER SAJ-1996-02789

When the structures or work authorized by this permit are still in existence at the time the property is transferred the terms and conditions of this permit will continue to be binding on the new owner(s) of the property Although the construction period for works authorized by Department of the Army permits is finite the permit itself with its limitations does not expire

To validate the transfer of this permit and the associated responsibilities associated with compliance with its terms and conditions have the transferee sign and date below and mail to the US Army Corps of Engineers Enforcement Section Post Office Box 4970 Jacksonville FL 32232shy0019

(TRANSFEREE-SIGNATURE) (SUBDIVISION)

(DATE) (LOT) (BLOCK)

(STREET ADDRESS) (NAME-PRINTED)

(MAILING ADDRESS)

(CITY STATE ZIP CODE)

Page 10: JACKSONVILLE DISTRICT CORPS OF ENGINEERS …...FORT MYERS, FL 33919 REPLY TO ATTENTION OF Regulatory Division FEB 2 8 2013 South Permits Branch/Fort Myers Section SAJ-1996-02789 (NWP-WDD)

CONSTRUCTION PLANS CLAM PASS MAINTENANCE DREDGING

COLLIER COUNTY FLORIDA

LOCATION MAP

t SHEET INDEX

1 COVER SHEET AND LOCATION MAP 2 SITE PLAN WITH CONSTRUCTION ACCESS 3 SITE PLAN - DREDGE amp FILL 4 SITE PLAN - DREDGE amp FILL 5 TYPICAL INLET CROSS SECTION - DREDGE 6 CROSS SECTIONS - DREDGE 7 CROSS SECTIONS - DREDGE B CROSS SECTIONS - DREDGE 9 CROSS SECTIONS - DREDGE 1D CROSS SECTIONS - DREDGE 11 CROSS SECTIONS - DREDGE 12 CROSS SECTIONS - BEACH FILL 13 STATION CONTROL - DREDGE amp FILL VOLUME

j_ MHW 033 NAVD 1988

I J_18 168 I --- NGVD 1929

228 MLWI j middot--- __ MLLW

RELATIONSHIP BETWEEN NAVD 1988 NGVD 1929 MEAN HIGH WATER MEAN LOW

WATER AND THE MEAN LOWER LOW WATE TIDAL DATUM (1983-2DD1 EPOCH)

LABINS TIDE STATION NAPLES-GULF OF NOTES MEXICO NUMBER 872-5110

1 AERIAL PHOTOGRAPHS WERE TAKEN IN JANUARY 2D12 AND PROVIDED COURTESY OF COLLIER COUNTY PROPERTY APPRAISERS OFFICE 2 COORDINATES SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN DATUM OF 1983 EAST ZONE (NAD83) 3 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 4 NOTE THESE PERMIT DRAWINGS SHALL NOT BE CONSIDERED VALID FOR CONSTRUCTION PURPOSES UNLESS SIGNED AND SEALED BY EITHER

BRETT D MOORE P E 37326 KENNETH K HUMISTON PE 23326 MOHAMED DABEES P E lf58003 MARC DAMON PE 70615

5679 STRAND COURT NAPLES FL 3411 0 FAX (239) 594-2025 PHONE (239) 594-2021 wwwhurnlltgttnnnnrnnr-ltgt

Army Corps of Engineers File SAJ-1996-02789 Date 22513

- pound 1 _

Army Corps of Engineers File SAJ-1996-02789 Date 22513 Pltgtn-ltgt ) rvf 1 1

Army Corps of Engineers File SAJ-1996-02789 Date 22513

B c D E F G H I J K L M N 0 p Q

R s T u v w X y z

AA BB cc DO

3882294 3882590 3883503 3884494 3884983 3885366 3884585 3884874 3888558 3887526 3887855 3888540 3888076 3887188 3886940 3885844 3888007 3886177 3886144 3885913 3885732 3885594 3885204 3884835 3884445 3884054 3883584 3883149 3882289

6864033 6864179 6864586 6864831 6864893 6865236 6867151 6868233 6869815 6869157 6868769 6867433 6867167 6867812 6868267 6867539 6867341 6866860 6866351 6865816 6865287 6864780 6864389 6864042 6863687 6863332 6863151 6862907 6863582

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 D~n-a A + 1 l

TYPICAL DREDGE CUT FOR INLET STATIONS (0+00 TO 3+645) (STATION 1+00 SHOWN FOR REFERENCE ONLY)

--------~--~-7------=--= EXISTING( - o=sLOPE BEACH PROFILE (VARIES)

120--------------MHW +033 NAVD (161 NGVD)

---------------MLW -168 NAVD (-04 NGVD)

~1---------------BEACH COMPATIBLE SAND TO BE PLACED WITHIN THE FILL TEMPLATE LIMITS ON THE NORTH OR SOUTH SIDE OF THE PASS

-================= -58 (-45 NGVDl DESIGN CUT--J-------1-------l~- -63 NAVDNAVD ( -50 NGVD 05 OVER DEPTH ALLOWANCE 1-------45----shy

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013

5679 STRAND COURT NAPLES FL 341 10 FAX (239) 594-2025

~~tJ~~~2-~~~--~C~ 1 __ _

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 n --- c -C 11

STA -3+00

I NO DREDGING AT THIS STATION

TEIIPLATE SHOWN FOR REFtRENCE ONLY

-1QshyNORTH SOUTH

1 1 1-

1loo -dso -3oo -iso -ioo -1 so -1

1oo -~o 6 so

STA -1+50

-1QshyNORTH

_Joo -iso -~oo -iso -ioo

= NO DREDGING AT THIS STATION

TEUPLATE SHOWN FOR REFERENCE ONLY

-11so -11oo -bo 6

SOUTH

so 1

DISTANCE FROM BASEUNE (FEET) DISTANCE FROid BASEUNE (FEET)

~ 4

2 HW (+033)

8 ~-LW(-166)~~

z ~-4middot

sect-bull -8middot

-1oshyNORTH

- 1 ~~oo -~so -lao

STA -4+00

-iso -ioo

I I I

___)

NO DREDGING AT THIS STATION Tpound1-PLATE SHOWN FOR REFERENCE ONLY

-lso -oo -So 6

I

SOUTH

so 1

STA -2+50

- shy-8

-1Q-i NO~TH - 1 ~400 -~50 -300 -zso -zoo

= NO DREDGING AT THIS STATION

TEMPLATE SHOWN FOR REFERENCE ONLY

-fso -roo -so 0

I

SOUTH

so

w4

i Zmiddot

STA -1+00

- 114-W (+Oll)

-____or--shy ~ NO DREDGING AT THIS STATION

TEJPlATE SHOWN FOR REFtRENCE ONLY

-1DshyNORTH SOUTH

-12~~r----r----r--r----------------------~---~ -~oo -3so -3oo -zso -zoo -1so -100 -so o 50

DISTANCE FROM BASELINE (FEET)

8

6

4

2 MHW (+033)

MLW (-168)

NORTH

middot-shy --shy L

NOTES

STA -3+50

_U NO DREDGING AT THIS STATION

TEMPLATE SHOWN FOR REFERENCE ONLY

SOUTH

--shy --shy middot-shy --shy ~ T --DISTANCf fR014 BASELINE (FEET)

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL 2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC

DISTANCE FROM BASELINE (FEET) DISTANCE FROM BASEUNE (FEET)

STA -2+00 STA -0+50

~ 4 2 2middot

UHW (+033) - J 14HW (+Ol3)

MLW (-158) 1rH o ~ ~

NO DREDGING AT THIS STATION TtMPLATE SHOWN FOR REFtRENCE ONLY

NO DREDGING AT THIS STATION TEMPLATE SHOWN FOR REFERENCE ONIY -middot

-1DshyNORTH SOUTH NORTH SOUTH

1 -12_-------r--r-------~-----------------~~1 1 1-~so -~oo -iso -ioo -1 so -1 oo -~o 6 5o -4oo -gt5o -3oo -250 -zoo -150 -100 -so o so DISTANCE FROM BASEUNE (FEET) DISTANCE FROid BASEUNE (FEET)

DATUM OF 1988 (NAVD88)

FROM JANUARY 3 TO 11 2013

5679 STRAND CDURT NAPLES FL 34110 FAX (239) 594-202S ~_HN~J~~L-~~~-~0~1__ _

g 0

g z 0tishysectshy

-1

-1

0 4

~ z -

8 ~-2 z ~-4

sect-middot -middot -1Qshy

1- Joo

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 P~o-p n nf 1 i

000~ Il - shy

STA 0+00 STA 0+75

Dl

ULW -158)

o-4~ 4

2 2middot _ 14HW (+033) tIHW +033)

ii ~MLW ( middot) _z _2 z Q_4~-4 It

OESIGIIGUT(-5BWvtl)_ DtsGNCUT(-SftWYD)_ OVOotPTH(-6lWvtl)- 0VtRDEPTH(-6JWVll) shy-bull-1~-middot

hs] 111 CYFT DESIGN CUT -middot-middotmiddot [I] t1 CYFT OVER DEPTH CUT-1 -1

SOUTHNORTH SOUT~ -124-~---~~---r--------------------------- -12 1 1 I I I

-400 -350 -soo -250 -zoo -1 so -100 50 -400 -350 -too -iso -ioo -150 -100 -so so DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 0+25

s 4middot 0

3 2middot~j gt

-uH~5 )

tllW - ltltgt~ I

(-168)

DSIOIICUT(-SBtuvtl)_ OvtROtPTH(-SlWvtl) shy

hsJ 149 CYFT DESIGN CUT

CD 11 CYFT OVER DEPTH CUT -1 NORTH SO~TH I

I-smiddotso -300 -tso -too -fso -100 --o 0 50

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 1+25STA 0+50

~ bullmiddot ~ j~ ------ ~ -2middot z ~-4middot

bSj 146 CYFT DESIGN CUT ~-middot -middotmiddot CO 11 CfFT OVER DEPTH CUT-10

SOUTHNORTH SOUTH -121-~--~---------------------~-~-------~~ _0-400 -350 -300 -250 -200 -150 -100 -50 0 so 50

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

STA 1+00Dl 4

OESION CUT (-SB WVD) ___ DVERD[PTH(-SJNlvtl)-

-350 -300 -zso -zoo -150 -foo

SOUTH

50

~HW(+o-gt1

z ~-4 gtij-6

-middot -10

-124-~------r-----~-----~--r--~~--~-------~~ -400 -350 -300 -2so -200 -1so -100 -so o so

DISTANCE FROM BASEUNE (FEET)

STA 1+75

0 4

~ 2

-- oj~~HW ------~--==-~~~~~$~gtlt--11(+o~J8 MLW (-168) ~ -~- _ ~ bull_r

~-2 z ~-4

DtsiGNClJT(-5BNAVD)_sect-s OVERDiiTN(-5JIUVD)-

rs) 202 CYFT DESlCN CUT-middot [[]) 12 CYFT OVER DEPTH CUT-10

SOUTI-I -12 I NO~TH I l I l [ I I I

-4DO -~so -30D -zso -zoo -1so -100 -so b so

DISTANCE FROM BASEUNE (FEET)

STA 2+00

0 4

~jbullHW(+033) ~~ ~ I8 MlW (-168) ~-2

~-4 DtSIGIICliT(-58NlVD)_

~-6 ovt~ otrm (-~5middot wvo) shy

SOUTH

-too -fso -foo -so 50

DSTANCE FROM BASEUNE (FEET)

-middot -1

-3oo -tso

5679 STRAND COURT NAPLES FL 3411 D FAX (239) 594-2025 PHONE (239) 594-2021 wwwhumlstonandmoorecom

STA 1+50

D[SIGNCUT(-58Wvtl)_ DVEROtPTH(-6JHIIVll) shy

bSJ 228 CYFT DESIO~ CUT

ITJ] ll CYFT OVER DEPTH CUT

middotNORTH SOUTH

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 o- 7 f 1 ~

-350 -3oo -tso -too -1so -foo

3a-l TY~TUololJ

-1

~ 274

OJ 27 CYFT OVER

NORTH

-fSO

STA 5+00STA 2+25 STA 4+10

~ 4 ~4

000(-1

DESGtIGUT(-58WAV0)_1 DVEROEPTII(-5ltllvtl)-

~4 Iltt 2middot lt~2middotlt~3 ~IIHW +0bull 33) w (+middot) = I I ~38

2ojw (-168) v=8SSSYg__jbullLw (-168) I ~-2 z

~-2 ~-4 OESIGNCUT-SINAVD)_ bgt) gtI)-)) G~E~~~=~~~~-3 ~-6 OVGDEPIH(-SJIUVD)shy

D 121 CYFT DESH3N CUT-41 [SJ 171 CfrT DESIGN CUT CYFT OESICN CUT-middotmiddot ITJ] 11 ((FT OVER DEPTH CUT DEPTH CUT-sl rn 11 CfFT OVER DEPTH CUT -10 tIORTH SOUTH NORTH SOUTH SOUTH

1 1 -12~~--~------~---~---~~--~---------------~-~Joo -$so -~oo -dso -doo -t so -1 oo -1( 6 sh -400 -350 -300 -250 -200 -150 -100 -50 -foo -so so 100 150 200 DISTANCE FROU BASEUNE (FEET) DISTANCE FRO~ SASEUNE (FEET) DISTAHCE FROliC BASELIHE (fEET)

STA 2+50

0~ 4 gt2 2middot 2

-l ti ~ sect_4

4

2 JIHW +033)

STA 3+30

0-2Jw (-16

8) ~-ltgt~ I

D 17 CYFT DESIGN CUT

ITJJ t I CYFT OVER DEPTH CUT

NORTH SOUTH 1 1 1 1-ioo b 1

~ d-6 -8

-10 SOUTH

50 -tJoo -~so -3oo -dso -tso -1 oo -ho so -roo -50 5middoto 100 150 200 DISTANCE FRO~ BASEUNE (FEET) DISTAHCE FROM BASELIHE (FEET)

STA 3+645 STA 5+10

0 4~4 2middot

3 2 JMHW +033)-_J~ ti 0

8~ -2jw (-168) B0 jw (-16 )~-2

~-4 ~-4middot 100--000-0

f ) 1 I 1 ) IYi ~E~~ ~ ~~~~-6 ~-6 -8 [Sj 108 CYFT DESIGN CUT -8 (sJ 248 CYrT OESlGN CUT

ITJ] 11 CYFT OYER DEPTH CUT rn 27 cvrr ovER DEPTH cuT-10 -1 NORTH SOUTH NORTH SOUTH

1 1

--p~ I

1 1 15middoto -tJoo -~so -ioo -dso -ioo -1 so -1 oo -~o b sh -1doo -1 so -1 oo -~o 6 sh 16o H~o 20

DISTANCE FROM BASELINE (FEET) DISTANCE FROid BASEUNE (fEET) DISTANCE FROliC BASELINE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 PRECDNSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

5679 STRAND COURT NAPLES FL 34110 FAX (239) 594-2025 ~_H_(NtJf_~~Ll~-~~1__ _

_ o-=IIIHW l-t0bull5Y) oogt~ lt(y

~G~~ ~==~ ~~~ ~

~ 4

~ 2middot

[SJ 145 CYFI DESIGN CUT

[I] 11 CfFT OV[R DEPTH CUT

NORTH

-350 -300 -250 -200 -150

DISTANCE FROtt BASEUNE (FEET)

STA 2+75

-foo -~o

_ o-=IMHW t+0bull55) ~ (

o~~~ ~~ ~~ -1

-250 -200 -fso -100 -middotbullO

SOUTH

-1

~ 275 CYFT DESIGN CUT

[I] 26- CYFT OVER DEPTH CUT

NORTH

-fso

STA 4+60

SOUTH

Army Corps of Engineers File SAJ-1996-02789 Date 22513 PltoP R of 1 i

STA 5+60

~4 2middot3 JMHW (+033)

IALW -168

) gt gt ) gtJ==~~~a~ ~=~ ~~

[Sj 185 CYfrT DESIGN CUT

21 CYFT OVER DEPTH CUT

NORTH SOUTH

-fso -foo -50 o smiddoto

[I]

200 DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 6+10 STA 7+50

-obull ~ 4middot

~ 2middot t

2 J11HW (+033)I

~ O MLW (-168) --2 z

~ btsiGNCUT(-UNIVll)

K ( 6 ( 1 0r J ==~o~E~~ ~ ~~ titCt--==OVEDEPTH(-IlIIVll)= [Sj 17 rtFT DESIGN CUTCYFT DESIGN CUT -8

m 07 CYFT OYER DEPTH CUT

- nJMnn TVogtgt)

~LW (-168)

[Sj 109

oJ 17

NORTH

-rso 260 -tdoo -lso -ioo -bo 6 5b tdo 1Jo 260

rrjFT OVER DEPTH CUT -10

WEST EASTSOUTH

-foo -so 5o 100 1$0 200 -1Joo -115o -loa -~o 6 sb 16o 1o

STA 8+50STA 7+10

~ 4middot0 4

i MHW (+033)

Ef oj~ALw (-168) --2 ~0 gtonn bullbull

[SJ 105 CYFT

~~~~--------------~==~-=====~~===========]z ~-4 _J Hmiddot)_____ I_ DESIGNOE~~ (-51 NIVD) yf 5 (I) ((I f (I 9rf ==~c~~~ ~ ~

-~~-6 -8-J bS) 16 ClFT DESIGN CUT DESIGN CUT

CD tD ClFT OVER DEPTH CUT ITJ 22 CYFT OVER DEPTH CUT-10 -10

WEST EAST WEST EAST 1_Joo -11 -11 -~o b sb 1Jo 1~0 2o -t_Joo so 1oo -~o 6 5h 1Jo tdo 2amposo oo -1 -1

DISTANCE FROM BASEUNE (rEET)

STA 9+00

0 4

MHW +D33) 0

ti jMtw lt us) ~x_ lt_z z ~-4middot -lt Ilt ( ( ((Ilt (t) I ~~ ~~ =~~~

~-middot -8-J bSJ 127 CfFT DESIGN CUT

rn 25 CYFT OYER DEPTH CUT-10 WEST EAST

I)

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 8+00 STA 9+50STA S+SO

0 4middot~4 ~4 ~ 2middot MHW (+055) MHW (+D33bull) ~MHW (+033)

E0 loLW (-168)li jMLW ( 168) I I

shy

I emiddotojMLW ( 168) 7 ~ I I --2 --2 -z

z-~--~ DESIGNCUT(-bullsNIVb)~-4 ~-4middot~-4 _DESIONCUT(-5 5HAVD) ~==WEI1DEItH(-53NIVIl)-DVERDEPTH(-551UVIl)~-middot ~-middot ~-middot

-B-J rs) 52 cfFT DESIGN CUT [Sj 108 CfFT DESIGN CUT-8-l [Sj 31 CIFT DESIGN CUT -8 [I] 14 CYFT OYER DEPTH CUT ITJ 26 Cln OVER DEPTH CUTrn 11 CIFT OVER DEPTH CUT -10-10 -10 WEST EASTNORTH SOUTH WEST EAST

_~2tOO~r-~-r-~-~-r~~~--~~---------=~~ -12 j I I I Q l Q I 6 -1z-r--r----r----r----r----r--r--~--------_ -150 -roo -so 200 -200 -15o -too -so so 1 o 1so 2 a -200 -ISO -100 --o 50 200

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

5679 STRAND COURT NAPLES FL 34110 FAX (239) 594-2025 PHONE (239) 594-2021 wwwhum1stonandmoorecom

Army Corps ofEngineers File SAJ-1996-02789 Date 22513

8 STA 10+00

6

lt I2 4

MHW (+0bull 53)

li E l MLW (-16S) ~ 1amp-2middot z z

Q-4middot0 ~ I NO OREOGINO AT THIS STATION ~-~=

TEIIPLATE SHOWN fOR REfERENCE ONLY

4

-10

-12middot

6

4

2 MHW (+03J)

STA 10+19

UIW (-168)

NORTH

~ ~J NO DREDGING AT THIS STATION

TEUPLAT SHOWN FOR REFERENCE ONLY

SOUTH

-no -150 -100 -so b 50 ulo do 2

8

6

B

lt ~ 23 1

4

g g z 0 6

i- ~-

~- ~-

_-I o-_ 1gtshy

-I

1gt- WEST EAST __ ~ J--- middotshymiddot-- middot- middotshy

DISTANCE FROM BASEUNE (FEET)

DISTANCE FROM BASEUNE (FEET)

STA 10+50

s

)

~ 6 i shy

shyNO DREDGING AT THIS STATION shy

TEMPLATE SHOWN FOR REFERENCE ONLY

-I )

NORTH SOUTH _

200 shy-rso -foe DISTANCE FROM BASEUNE (FEET)

NOTES

STA 11+00

I

MHW (-+033)

MLW (-168)

NORTH

~ A NO DREDGING AT THIS STATION

TtMPLATE HDWN fOR REFERENCE ONLY

SOUTH

DISTANCt FROM BASEUNE (FEET)

STA 11+50

MHW +033)

MLW (-168)

~ J NO DREDGING AT THIS STATION

Tpound14PLATE SHOWN fOR REFERENCE ONLY

NORTH SOUTH

DISTANCE fRO~ BASEUNE (FEET)

STA 12+00

ltHW (-+033)

IILW ( 168)

~ NO DREDGING AT THIS STATION

TEI4PLATE SHOWN FOR REFERENCE ONLY

NORTH SOUTH

00 -1SD -100 -so 6 50 100 ISO 2

DISTANCE FROM BASEUNE (FEET)

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

1 lt-4 gt2

loHW (+053)

9 0

-2 z ~-4

STA 13+00

~ ~-middot

-6

NO DREDGING AT THIS STATION SHOWN FOR

REFERENCE ONLY

-10 NORTH

-12 -200 -150 -100 -50 50

DISTANCE FROid BASEUNE (FEET)

100

SOUTH

I 0 200

1 lt-4

2middot lo1HW (+053)

STA 1l+50

-z ~-4g-6

-8

-10 NORTH

-12 -200 -150 -100

~ NO DREDGING AT THIS STATION SHOW~gt~ FOR

REFERENCE ONLY

-50

SOUTH

200

DISTANCE FROid BASEUNE (FEET)

B STA 14+00

6

I 4

2 MHW (+OJ3)

go- MLW (-168) I z sshy~-

~ NO DREDGING AT THIS STATION SHOWN FOR

REFERENCE ONLY

NORTH SOUTH

-- middotshyDISTANCE fROid BASEUNE (FEET)

5679 STRAND COURT NAPLES Fl 3411 0 FAX (239) 594-2025 PHONE (239) 594-2021 www_huiTlhdonondmonre_com

Army Corps of Engineers File SAJ-1996-02789 Date 22513 n_ -- 1 A - 1 -

STA 16+00 STA 17+50STA 14+50 sshy 1 c 4middot~ 4middot 5

4 ~ 2middot gt

2 IAHW (+033)- IIHW (+033)

0 -3 2middot ltmiddot

EAST

-fSO

bull1bull0~--------~~~==~~======= ~ MLW (-168) t-2middot

~ -z MLW (-168)

~-4NO DREDGING AT THIS STATION SHOWN FOR

REFERENCE ONLY NO DREDGING AT THIS STATION NO DREDGING AT THIS STATION~-6i~= TEIAPLATE SHOWW FOR REFERENCE ONLY TEIAPLATE SHOWN FOR REFERENCE ONLY

-8middot-8middot

-10-1DshyWEST

1 1WESTNORTH SOUTH ~ EAST

-12 I I I I I -

1dao -t so -1 oo _o 6 sh t6o do 2o -fOO -raquo0 0 Sb 100 150 200 -200 -150 -100 -~0 0 5o tampo 150 200

DiSTANCE FR04 BASELINE (FEET) DISTANCE FROM BASEliNE (FEET) DIS)ANCE FROM BASEUNE (FEET)

8

6 STA 16+50

bull 2

o1HW (+033)

loLW (-168) --

middotshy I 6middot

NO DREDGING AT THIS STATION

8shy TDIPtATE SHOWN FOR REFERENCE ONLY

o- EAST WEST

L

STA 15+00 STA 18+00

1

I 0 4middot gt2

IIHW (+033)

8 0 ldlW (-1688 ~-2I ~-

~-4~ NO DREDGING AT THIS ~= STATION SHOWN FORlt REFERENCE ONLf~-6NO DREDGING AT THIS STATION

TEIIPLATE SHOWN FOR REFERENCE ONLY -8

-1 -10 EAST WEST

-1DshyWEST

-12 1 I I I ~ EAST

_Joo -11so -11oo -~o 6 sb H~D do 2bo -1 -200 -150 -loa -~0 0 100 1~0 200

DISTANCE FROJA BASEUNE (FEET) DISTANCE FR0-4 BASEliNE (FEET) DISTANCE FROU BASELINE middot~ (FEET)

8 STA 15+50

8 STA 17+00

66

~ 4middot

STA 18+28

IAHW (+033)

MIW ( ts8) ---

EAST

NO ORE~ STATION SHOWN FOR

REFERENCE ONLY

WEST

~00 -150 -100 -so 0 50 100 1so 21

bull I bull 2 2I bull ldHW (+033)lo4HW +033)

ti 0ti MLW (-168) I _fEu-loLW (-168) ~ ~-2middot~-2

~ J~5 bull 55 ~=-middot ~

~-

~=6 a-sNO DREDGING AT THIS STATIONNO DREDGING AT THIS STATION~-TEMPLATE SHOWN FOR REFERENCE ONLfTEiolPlATpound SHOWN FOR REFERENCE ONLY 8 -8middot

-1 -10-1 o- EAST WEST -12

EAST WEST -12-1

middot200 -150 -tOO 50 100 1 0 21 -200 -150 -100 -so 0 50 100 150 2 I

DISTANCE FROM BASEUNE (FEET) DISTANCE FR0-4 BASEliNE (FEET) DISTANCE FROM BtSEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVDBB) 2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

5679 STRAND COURT NAPLES Fl 34110 FAX (239) 594-2025 PHONE 239) 594-2021 wwwhumistonandmoorecom

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 PltgtltHgt 11 rvt 11

o

R-38 R-39

NO FILL AT THIS STATION SHOWN NO FILL AT THIS STATION FOR REFERENCE ONLY SHOWN FOR REFERENCE ONLY

1-1 oL----------------------- 0 200

DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

R-41 R-42

NO FILL AT THIS STATION THIS STATION SHOWN FOR REFERENCE REFERENCE ONLYONLY SHOWN FOR

NO FILL AT

DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

NOTES

1 RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 2 COORDINATES SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN DATUM OF 1983 EAST ZONE (NAD83) 3 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)

R-40+725R-40

10

NAVD0

~ 5 z

t lw 033 NAVDI0 (MHWL)-168 NAVD

(MLW) I~ Isect

-5 1gt0 1771 FILL TEMPLATE 18 lLLJ 62 CYFT gt

-10~--------------L-------------------

I~ f-

1~ 68 NAVDI g

(MLW) I~

I~ I~ w lLLJ 73 CYFT

II NAVD

1771 FILL TEMPLATE

0 zoo 0 200 DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

NO FILL AT THIS MONUMENT SHOWN FOR VOLUMETRIC CALCULATION ONLY

R-43 R-44

10

_ 66 NAVDlb 66 NAVD ------4-7 NAVD

I-z 033 NAVD (MHW)-lt-----033 NAVD (MHW) li -168 NAVD (MLW) -168 NAVD (MLW)15

li-5

I~ 1771 FILL TEMPLATEI~ lLLJ 41 CYFT

0 1-101~---------L_---------~------------

200 0 200 SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

4 NORTH AND SOUTH LIMITS OF BEACH FILL TEMPLATE WITHIN MAXIMUM LIMITS SHOWN ON PERMIT PLANS BY PBSampJ DATED 7312012

5 ALL FILL TO BE PLACED UPLAND OF THE GULF OF MEXICO MHWL AND WITHIN THE LIMITS OF THE BEACH FILL TEMPLATES ON 5679 STRAND COURTPERMIT PLANS BY PBSampJ DATED 731 2012 NAPLES FL 3411 0

6 AREA LANDWARD OF DUNE FILL TO BE GRADED BASED ON SITE CONDITIONS AT THE TIME OF CONSTRUCTION FAX (239) 594-2025 PHONE (239) 594-2021 wwwhumlstonandrnoorecom

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 Pltgto- 1 J --f 1 ~

~

- 6Sm11S ~ 14ltgt5_ -6 ~ 14ltgt5 11 33361SZ 1laquo5- 61lt1gt073 ~ -- 3a3-n35 14ltU$ SS70tiLgtS 14gtgtS ~ 8EitG4S =ltl6S 1laquo5 NOOOEiGlNGATiHESiE~noNS 10054 ~1 1CS 6Se355 3secto7113 -__ a=1 -middot

~7 ~~ 7ltru) - mlS ~ - =

Q611SS =

t iiNIPLAf~ iNFCiRMAfloR ~fiOBLISHEti fiY DEP) MONUMENT ESTIMATED AVAiLABLE AVAILABLE

MONUMENT NORTHING EASTlNG AZIMUTH ELEVATION EFFECTIVE FILL FILL ID NAvebull DISTANCE VOLUME VOLUME

FEET) (FEET) DEGREES) FEET (FEET) (CVIFTI CVJ R-38 6898181 3fSI7837 2700 373 R-39 13887995 3B78747 2700 484 R-40 6877938 3879638 2700 297 500 82 3100 R40+725 13870688 3879638 2700 180 73 1314 R-41 BS67856 3880516 2700 324

middotroTAL AVAILABLEVOWME-NORTH FILL TEMPLATE 4414 0gt50 6882954 3879149 1795 100 92 920 1gt50 6862963 3880149 1795 100 206 2000 2gt50 6862972 31l81149 1795 100 139 1390

TOTAL AVAILABLE VOLUME -INLET FILL TEMPLATE 4370 R-42 6B57310 3192004 2650 423 R-43 6846923 3882485 2700 484 1300 36 4680 R-44 6837015 3883591 2700 674 550 41 2255

roTAL AVAILABLE VOWME -SOUTH FILL TEMPLATE 6935 TOTAL AVAILABLE VOLUME -ALL FILL TEMPLATESlt 15719

INLET FILL TEMPATE SECTIONS

STA D+SD

J-----255------- shy10 NAVD

92 CYFT FlU VOLUME

145 CYFT DESIGN CUT

11 CYFT OVER OEPTH CUT

SOUTH

-sao -400 -350 -300 -250 -200 -fso -foo -so 50 DISTANCE FROio BASEUNE (FEET)

t2j ~ ----J w lt-bullmiddotI sect_ ~ d-6

-middotmiddot -10

[ZJ 206 CYFT FILl YOLUI4E DESICWttrr[-5BNAVD)_I OVDDtPlH(-6StiAVO)shy

[Sj 228 CYFT DESIGN CUT

[[]] 12 CYFT OYER DEPTH CLJT

NORTI-I SOUTH

-lJoo -iso -ioo -iso -doo -11so -11oo -~o amp sh J

DISTANCE FROM BASELINE (FEET)

[ZJ 139 CfrT FILL VOLUUE

bSJ 14-5 CfFT OESIGN CUT

[I] 11 CYFT OVER DEPTH

NORTH

-150 -100

STA 2+50

t~SICIICUT(-551UVO)_

DVVI0[Pffi(-65MAVD)-

CUT

SOUTH

-250 -200 -fSO -faa 50 DISTANCE FROM BASEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)

2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM

JANUARY 3 TO 11 2013 4 FILL TEMPLATE LOCATION BASED ON PERMIT PLANS BY PBSampJ DATED 7312012

5679 STRAND COURT NAPLES FL 34110 FAX (239) 594-2025 PHONE (239) 594-2021 wwwbullhumlstQnandmoorecom

Army Corps of Engineers File SAJ-1996-02789 Date 22513 P~w-P 1~ nf 1~

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT B

Original PermitModification Drawings

4

Nov 24 1997 - 101327 DCWG010JPR079S2

SHEET 1 SHEET 2

~---Approximate Ending Point

~~~--Approximate Beginnin9 Point

0 ()

X w ~

u 0

u J J ()

0 ()

x w ~

LL 0

u J gt C)

SOUTH

EXCAVATION PLAN FOR CUTS 3 amp 4A THROUGH 40 FOR PER~ITIING

PURPOSES ONLY

PROJECT

APPLICANT

CLAM BAy

PELICAN BAY SERVICES DIVISION Figure

452(1)

0 T TACKNEY FLA REG 20853

middot 199602789(IP-CC) APR6 1998

---

Nov 06 1997 - 152223 DDWG010lPR079525dwg

V D NGVD V ONGVD 0~sect t_OJJ2

-wT J _3 11--zt ~

l 15 It l 20 It L I I I

CUT 1 CUT 2 amp 3

H~ t-~~ -4 II

L 40 It L I I

CUT 4A middot

VONGW I

~ S 20 Jtl l

I I

CUT 48

~-- middot~~-w~ --- - - ~- SEE NOTE-24 1

S30ftl lI I

~ CUT 4C

1 EXISTING SECTIONS VAirf ~~2 SIDE SLOPES 0 ANGLE OF REPOSE (ASSUMED 3D)

0 2 4 6 8 10 HORIZONTAl

TYPICAL CUT SECTIONS

PROJECT CLAM BAY APPLICANT middotPELICAN BAY SERVICES DIVISiON

WILSON

MILLER

~ COLLIER ~R 1997 TACKNEY AND ASSOC INC ~~~~i - of9S 25pound lot

COASTAL ENGINEERING N01d2--oso-oo -tRPiPmiddot middot~-ppoundR79 IIGTNO -~S918 25 atJ8

Figure 452(i)

D T TACKNEY fA RpoundGbull 20115J

199602789(IP-CC) APR6 1998

-~--~ ~

NOTE bull 1 TYPICAL PIPELINE ROUTE SHOJIN FOR ILLUSTRATION PURPOSES ONLY

ACTUAl PIPELINE ROUTE TO BE DETERMINED IN THE FIELD 2 ALL ELEVATIONS ARE REFERENCED TO NGVO 1929 3 All HORIZONTAL C(X)ROJNATES ARE IN STATE PLANE COORDINATE

SYSTEM NAO 1927 FLORIOA EAST ZONE

LEGEND ~ DREDGING CUT LIMITS ~zJ VOLUMEOFCUT~3ZOOOCV

----- STAnONIPROFILELOCATION

- - - - BASELINe

G) BASELINE POINT NUMBER

R-42 ONR REFERENCE MONUMENT

~ CORE BORING LOCATION C4(59)

- bull shy middot PIPELINE ROUTE

17iiIJ 181112522 gt111141 IN1ZII2 1203111 11120010 1227241 IM21111 1231317 11131~71 1227Ut 11112071 12eG517 IIIIQOI 1$00031 IMIUU 0031n IMI8311 1300171 115038AI 1310711 1111511827 13tttn 11amp241 ta 1310771 11121031 1~7711 1115311618 lnamplll4 etaat21 1288813 8IH215U 128iUt 881174131 128Bt72 81580023

232130 21 23Z7RZI 22 2S21oampBI2 21 Ua71011

~= Z1l 2331117 27 23W7C35 28 23110100

lll80tZamp lleo8011 tlll20e32 HUHN 111321131 81N0211 8111 111871005 11875020 ~I RESTORATION

CLAMBAY

DREDGING CUT 4 -SITE PLAN FOR PELICAN BAY SERVICES DISTRICT

M IISlOIIJIOORENQNEERa IDeiINRPOFIrRO HOfm-llltE tbull

DATE21B9 ALE 8042CON-AER-CUT4 rMlESflOilIOJil410CI

iN11~ii-6-21Q1 PROJECT NO 8-042 DATUM NGVDGRIO SHEET 7 OF 21

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET OF 21

sra )

I I L ubull l t ~~

~~middotmiddot l r - II - -bull1__ -lOii amp 1Ciltj -loa -loo 40 ~ -lOii -iiM -lOll -liO ampshy

-~~~ ---~ -~~~

l l I t L ~ - ~ ~

-~- - II a+c-~-~~--_~-------~--1 ~1ila-r ~1011 - -amp ~llit - -ampo t l gount

DISJMCI nc1111 UIIlJic (Jttl) GmuG ~ uNpound ~ DIIT~ _ USDIIt (JUT)

aa _

I I I L L ~

I 1shyr~~~--~~CL~-~~~~~~_~~

I =~~-b~-m=middot~-~~-----~J~~-

IIUMIX ~ IIUUM (nl1) -rMcz _ 8MIUI1 (nDJ

1-

1 orampshy

I ~

-l -bull1__Jlll -lOii middot -ampII -lOii -lao

CIITMCI _ IUIIJIC (Jill) DlllUCS _ IIASIaC (PUT) DIITMICI _ aMI (rU1]

HM CLAM BAY

bull RESTORATION bull CUT4 CROSS-SECTIONS

~-=a~--- DATE t2D1SI8 IftlE 21042-XS I SCALEbull AS 5HOWH I middot ~)~1

Pafttr-~ un bull __ run1u wrvnJe1llln SHEEn 10 or 21

~i m-

shy

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 10 OF 21

~--ORll

~fIII (Rn)

Jn1+Jt

linua ~ yenQI1 _ ibilii-CI poundMr(lllll QIIIIiil a

-L~ I Ii_J Isectshy

-----~

- -~ - shy laEiiiliiilii C ~

U~ttmiddot

---iJUS) 199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 11 OF 21

__ ltiiiiDT-Uiil--ri ~middotno~lpound

Moli~CC IIIIWmiddot~ (Fm)

middotumiddots -~IZIR-_Q CiCIIWIJCnIJ na

_ ___~

~JiotlaaampIIZ(R511o

CLAM BAY RESTORA-TION

CUTf4- CROSS-SCTtOHS

~r-F- 1M1Eo Uftlfjl IPU _ sce OS - I ~bull ~~we Lftl rbullgtn_ ~~- ~~middot11 t)f 21

I 1

l

rasr-E ~middot cnrrJ

_ IIUEIT caK cll

cawmm bull fWD bull 1

470FT

ClriiMCZ _ (lD11

I ~~~middot1--------TI~~~~~7~7~~~~~~----~~

~ E

lltlfwE IJICII umrbull (JUT) _ _ ITA t1+CID CIIWDIITI S rK1 bull 11_1

Idmiddot ~1 middot 7f1gt~5 c I

f

IISJAMCI _ llloWOJ (Fm] DIS1NCCI _ HS[UC (rur]

_ iiiUIDI CDCmiddotshyCCIIICddTE flftlbull tt

199602789(1P-GC) MODIFICATION 1 FEB 26 1999 SHEET 12 OF 21

fIIDIUTCOIIIIoiM COWPDIQl bull nGS bull ltDI -middotshy

I

DIITA~far it ~r (nrrJ

Illamp 14+11 ~middotIUSmiddot

It------~~~----~ ~~

~

DlloUUI ~ ampUIUII (Fm]

HM CLAMBAY

RESTORATION CUT4 CROSS-SECTIONS

rl~rrmiddot_bullbullrlbullbulllbullbull-1middot~Aubull_bullbull~u-~bull~bull---il~sC4u~bulloWH-II _ (a-11) _Jall PROJECT HO -C42 SHEpound1 t2 or 21

fOIIIr~~cr ~ bull - -za16 bull

t-------r~------~ ~~

~ I _ _

~ coc -C2 CCIIUOSIIKDCSbullJIJI

amt~ ~ MIIUII (rio)

IIIITMCI fJICJIIII IUilllll (f1D1

199602789(JP-CC) MODIFICATION 1 FEB 26 1999 SHEET 13 OF 21

amMa _ IMIUC 0111)

___tml)

-shy

-- shy tml)

I

llfffff

- -- (im)

____

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t~l urrtn~ I

I ---ill)

-shy a-

---tml)-shy ~ COiiE-middotca DIIIPamr -

----lim)

HM -=A~-r ~-middot shy

CLAM BAY RESTORATION

CUT4 CROSS-SECTIONS FOib IEIJCAII MY SfJMCES DISlliiCI

DAm middot~bullIVbull _I FUr -t-xs I SCAUo AS-P1IOJpoundCT IIOr --oa f DATIJIO HIMJ01111 I -lTbull U OF 21

I5

-I ~middot1 ~ I

_ MEMES~ ca middotmbull CCIIIICSTT ntEII bull JtJ1

o-Il

middot yen Ill~middot - middotLU7

IIIST~ nGIIIImiddotUsaIJC (mrJ

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Ii_-1 ~l I 1 ~middotl middot~ I

I

- IIUMSf =- - C1CIDIIJJII bull PMraquo bull an

I

CISITAICil_liimMmul

aU~mrrCIIIII-tswaa1u CIMDTT S ES bull IU

IIel ~ 1 tbulll------~~==~middot------~1

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~~middot--~-tnDl

JIUIESICIIIII_CII COWSSt bull ncm bull 1a

J7

--r CC CSI ~SnGbullILIbullI

L ~~I iogtT I

--f

war 160 160 - bull

CIIT~ ~ IAIIUtfmiddot~ -shy asrmiddotea ~UICtiiUOmE ncsmiddot IJoUI

llool bull -IM it

-~ -middotaaalull (~

ca--~~~middot CCIIUOSJtSfMSbull znr

~~ ~

I ~ot----~~----1

Imiddot -- - t6a - tia middot -z

~-~(rm)

aT CCIamp-U1 ~-Snclbull IUS

I shyt i

war

bull160 160 UAIKI MlllJM( (PB1)

CLAM BAY RESTORATION

middot CUT4 CROSS-SECTIONSHMFOR PEUCAH BAT SDMCES DJSTRICf

DATE 10118 SCALpound1 AS SHOWNt_llriRCIIIIflllnlaquoITCit~middot-~ MIU2 1410CNI) --n PROJECT NO 8-0U SHEeT t 4 OF 21

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 14 OF 21

shy -~CDIIE-CI cowasnE bull nua

rnTMCt hall Ulllll (IIEJ]

EIISTNICI rami PIIIJJC (PUQ

IJIItUCI F1ICII IIUIUME (lUrJ

1 IIITMCE ntclf IASI1liC cnrrJ

HM CLAM BAY

bull RESTORATION CUT 4 CROSS--SECTIONS bull lc BEACH DISPOSAL SECTIONS

- FORt PEUCAH BAT 5EHVICES DISTRICT

~middot ~ r~~~~~m u (WI) ~

DATE 1201SIB SCAlpound1 AS 5HOWH

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 15 OF 21

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT C

Standard Manatee Conditions for In-Water Work

5

STANDARD MANATEE CONDITIONS FOR IN-WATER WORK 2011

The permittee shall comply with the following conditions intended to protect manatees from direct project effects

a All personnel associated with the project shall be instructed about the presence of manatees and manatee speed zones and the need to avoid collisions with and injury to manatees The permittee shall advise all construction personnel that there are civil and criminal penalties for harming harassing or killing manatees which are protected under the Marine Mammal Protection Act the Endangered Species Act and the Florida Manatee Sanctuary Act

b All vessels associated with the construction project shall operate at Idle SpeedNo Wake at all times while in the immediate area and while in water where the draft of the vessel provides less than a four-footclearance from the bottom All vessels will follow routes of deep water whenever possible

c Siltation or turbidity barriers shall be made of material in which manatees cannot become entangled shall be properly secured and shall be regularly monitored to avoid manatee entanglement or entrapment Barriers must not impede manatee movement

d All on-site project personnel are responsible for observing water-related activities for the presence of manatee(s) All in-water operations including vessels must be shutdown if a manatee(s) comes within 50 feet of the operation Activities will not resume until the manatee(s) has moved beyond the 50-foot radius of the project operation or until 30 minutes elapses if the manatee(s) has not reappeared within 50 feet of the operation Animals must not be herded away or harassed into leaving

e Any collision with or injury to a manatee shall be reported immediately to the Florida Fish and Wildlife Conservation Commission (FWC) Hotline at 1-888-404-3922 Collision andor injury should also be reported to the US Fish and Wildlife Service in Jacksonville (1-904-731-3336) for north Florida or Vero Beach (1-772-562-3909) for south Florida and to FWC at I mperiledSpeciesmyFWCcom

f Temporary signs concerning manatees shall be posted prior to and during all in-water project activities All signs are to be removed by the permittee upon completion of the project Temporary signs that have already been approved for this use by the FWC must be used One sign which reads Caution Boaters must be posted A second sign measuring at least 8 by 11 explaining the requirements for Idle SpeedNo Wake and the shut down of in-water operations must be posted in a location prominently visible to all personnel engaged in water-related activities These signs can be viewed at MyFWCcommanatee Questions concerning these signs can be sent to the email address listed above

I Iii

Ill I All project vessels

IDLE SPEE NO AK

When a manatee is within 50 feet of work all in-water activities must

UT

IIi i it r i jur trt t bull

ild I 1-888-404-FWCC(3922)

orcell

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT D

Biological Opinion

6

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT E

Statewide Programmatic Biological Opinion

7

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT F

Self-Certification Statement of Compliance

8

--------------------

---------------------------------------------------------

-----------------------------------------------------

----------------

----------------------------

SELF-CERTIFICATION STATEMENT OF COMPLIANCE

Permit Number NW-3 Application Number SAJ-1996-02789

Permittees Name amp Address (please print or type)

Telephone Number

Location of the Work

Date Work Started Date Work Completed ________________

Description of the Work (eg bank stabilization residential or commercial filling docks dredging etc)

Acreage or Square Feet of Impacts to Waters of the United States

Describe Mitigation completed (if applicable)

Describe any Deviations from Permit (attach drawing(s) depicting the deviations)

I certify that all work and mitigation (if applicable) was done in accordance with the limitations and conditions as described in the permit Any deviations as described above are depicted on the attached drawing(s)

Signature of Permittee

Date

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT G

Permit Transfer Request

9

DEPARTMENT OF THE ARMY PERMIT TRANSFER REQUEST

PERMIT NUMBER SAJ-1996-02789

When the structures or work authorized by this permit are still in existence at the time the property is transferred the terms and conditions of this permit will continue to be binding on the new owner(s) of the property Although the construction period for works authorized by Department of the Army permits is finite the permit itself with its limitations does not expire

To validate the transfer of this permit and the associated responsibilities associated with compliance with its terms and conditions have the transferee sign and date below and mail to the US Army Corps of Engineers Enforcement Section Post Office Box 4970 Jacksonville FL 32232shy0019

(TRANSFEREE-SIGNATURE) (SUBDIVISION)

(DATE) (LOT) (BLOCK)

(STREET ADDRESS) (NAME-PRINTED)

(MAILING ADDRESS)

(CITY STATE ZIP CODE)

Page 11: JACKSONVILLE DISTRICT CORPS OF ENGINEERS …...FORT MYERS, FL 33919 REPLY TO ATTENTION OF Regulatory Division FEB 2 8 2013 South Permits Branch/Fort Myers Section SAJ-1996-02789 (NWP-WDD)

Army Corps of Engineers File SAJ-1996-02789 Date 22513 Pltgtn-ltgt ) rvf 1 1

Army Corps of Engineers File SAJ-1996-02789 Date 22513

B c D E F G H I J K L M N 0 p Q

R s T u v w X y z

AA BB cc DO

3882294 3882590 3883503 3884494 3884983 3885366 3884585 3884874 3888558 3887526 3887855 3888540 3888076 3887188 3886940 3885844 3888007 3886177 3886144 3885913 3885732 3885594 3885204 3884835 3884445 3884054 3883584 3883149 3882289

6864033 6864179 6864586 6864831 6864893 6865236 6867151 6868233 6869815 6869157 6868769 6867433 6867167 6867812 6868267 6867539 6867341 6866860 6866351 6865816 6865287 6864780 6864389 6864042 6863687 6863332 6863151 6862907 6863582

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 D~n-a A + 1 l

TYPICAL DREDGE CUT FOR INLET STATIONS (0+00 TO 3+645) (STATION 1+00 SHOWN FOR REFERENCE ONLY)

--------~--~-7------=--= EXISTING( - o=sLOPE BEACH PROFILE (VARIES)

120--------------MHW +033 NAVD (161 NGVD)

---------------MLW -168 NAVD (-04 NGVD)

~1---------------BEACH COMPATIBLE SAND TO BE PLACED WITHIN THE FILL TEMPLATE LIMITS ON THE NORTH OR SOUTH SIDE OF THE PASS

-================= -58 (-45 NGVDl DESIGN CUT--J-------1-------l~- -63 NAVDNAVD ( -50 NGVD 05 OVER DEPTH ALLOWANCE 1-------45----shy

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013

5679 STRAND COURT NAPLES FL 341 10 FAX (239) 594-2025

~~tJ~~~2-~~~--~C~ 1 __ _

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 n --- c -C 11

STA -3+00

I NO DREDGING AT THIS STATION

TEIIPLATE SHOWN FOR REFtRENCE ONLY

-1QshyNORTH SOUTH

1 1 1-

1loo -dso -3oo -iso -ioo -1 so -1

1oo -~o 6 so

STA -1+50

-1QshyNORTH

_Joo -iso -~oo -iso -ioo

= NO DREDGING AT THIS STATION

TEUPLATE SHOWN FOR REFERENCE ONLY

-11so -11oo -bo 6

SOUTH

so 1

DISTANCE FROM BASEUNE (FEET) DISTANCE FROid BASEUNE (FEET)

~ 4

2 HW (+033)

8 ~-LW(-166)~~

z ~-4middot

sect-bull -8middot

-1oshyNORTH

- 1 ~~oo -~so -lao

STA -4+00

-iso -ioo

I I I

___)

NO DREDGING AT THIS STATION Tpound1-PLATE SHOWN FOR REFERENCE ONLY

-lso -oo -So 6

I

SOUTH

so 1

STA -2+50

- shy-8

-1Q-i NO~TH - 1 ~400 -~50 -300 -zso -zoo

= NO DREDGING AT THIS STATION

TEMPLATE SHOWN FOR REFERENCE ONLY

-fso -roo -so 0

I

SOUTH

so

w4

i Zmiddot

STA -1+00

- 114-W (+Oll)

-____or--shy ~ NO DREDGING AT THIS STATION

TEJPlATE SHOWN FOR REFtRENCE ONLY

-1DshyNORTH SOUTH

-12~~r----r----r--r----------------------~---~ -~oo -3so -3oo -zso -zoo -1so -100 -so o 50

DISTANCE FROM BASELINE (FEET)

8

6

4

2 MHW (+033)

MLW (-168)

NORTH

middot-shy --shy L

NOTES

STA -3+50

_U NO DREDGING AT THIS STATION

TEMPLATE SHOWN FOR REFERENCE ONLY

SOUTH

--shy --shy middot-shy --shy ~ T --DISTANCf fR014 BASELINE (FEET)

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL 2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC

DISTANCE FROM BASELINE (FEET) DISTANCE FROM BASEUNE (FEET)

STA -2+00 STA -0+50

~ 4 2 2middot

UHW (+033) - J 14HW (+Ol3)

MLW (-158) 1rH o ~ ~

NO DREDGING AT THIS STATION TtMPLATE SHOWN FOR REFtRENCE ONLY

NO DREDGING AT THIS STATION TEMPLATE SHOWN FOR REFERENCE ONIY -middot

-1DshyNORTH SOUTH NORTH SOUTH

1 -12_-------r--r-------~-----------------~~1 1 1-~so -~oo -iso -ioo -1 so -1 oo -~o 6 5o -4oo -gt5o -3oo -250 -zoo -150 -100 -so o so DISTANCE FROM BASEUNE (FEET) DISTANCE FROid BASEUNE (FEET)

DATUM OF 1988 (NAVD88)

FROM JANUARY 3 TO 11 2013

5679 STRAND CDURT NAPLES FL 34110 FAX (239) 594-202S ~_HN~J~~L-~~~-~0~1__ _

g 0

g z 0tishysectshy

-1

-1

0 4

~ z -

8 ~-2 z ~-4

sect-middot -middot -1Qshy

1- Joo

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 P~o-p n nf 1 i

000~ Il - shy

STA 0+00 STA 0+75

Dl

ULW -158)

o-4~ 4

2 2middot _ 14HW (+033) tIHW +033)

ii ~MLW ( middot) _z _2 z Q_4~-4 It

OESIGIIGUT(-5BWvtl)_ DtsGNCUT(-SftWYD)_ OVOotPTH(-6lWvtl)- 0VtRDEPTH(-6JWVll) shy-bull-1~-middot

hs] 111 CYFT DESIGN CUT -middot-middotmiddot [I] t1 CYFT OVER DEPTH CUT-1 -1

SOUTHNORTH SOUT~ -124-~---~~---r--------------------------- -12 1 1 I I I

-400 -350 -soo -250 -zoo -1 so -100 50 -400 -350 -too -iso -ioo -150 -100 -so so DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 0+25

s 4middot 0

3 2middot~j gt

-uH~5 )

tllW - ltltgt~ I

(-168)

DSIOIICUT(-SBtuvtl)_ OvtROtPTH(-SlWvtl) shy

hsJ 149 CYFT DESIGN CUT

CD 11 CYFT OVER DEPTH CUT -1 NORTH SO~TH I

I-smiddotso -300 -tso -too -fso -100 --o 0 50

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 1+25STA 0+50

~ bullmiddot ~ j~ ------ ~ -2middot z ~-4middot

bSj 146 CYFT DESIGN CUT ~-middot -middotmiddot CO 11 CfFT OVER DEPTH CUT-10

SOUTHNORTH SOUTH -121-~--~---------------------~-~-------~~ _0-400 -350 -300 -250 -200 -150 -100 -50 0 so 50

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

STA 1+00Dl 4

OESION CUT (-SB WVD) ___ DVERD[PTH(-SJNlvtl)-

-350 -300 -zso -zoo -150 -foo

SOUTH

50

~HW(+o-gt1

z ~-4 gtij-6

-middot -10

-124-~------r-----~-----~--r--~~--~-------~~ -400 -350 -300 -2so -200 -1so -100 -so o so

DISTANCE FROM BASEUNE (FEET)

STA 1+75

0 4

~ 2

-- oj~~HW ------~--==-~~~~~$~gtlt--11(+o~J8 MLW (-168) ~ -~- _ ~ bull_r

~-2 z ~-4

DtsiGNClJT(-5BNAVD)_sect-s OVERDiiTN(-5JIUVD)-

rs) 202 CYFT DESlCN CUT-middot [[]) 12 CYFT OVER DEPTH CUT-10

SOUTI-I -12 I NO~TH I l I l [ I I I

-4DO -~so -30D -zso -zoo -1so -100 -so b so

DISTANCE FROM BASEUNE (FEET)

STA 2+00

0 4

~jbullHW(+033) ~~ ~ I8 MlW (-168) ~-2

~-4 DtSIGIICliT(-58NlVD)_

~-6 ovt~ otrm (-~5middot wvo) shy

SOUTH

-too -fso -foo -so 50

DSTANCE FROM BASEUNE (FEET)

-middot -1

-3oo -tso

5679 STRAND COURT NAPLES FL 3411 D FAX (239) 594-2025 PHONE (239) 594-2021 wwwhumlstonandmoorecom

STA 1+50

D[SIGNCUT(-58Wvtl)_ DVEROtPTH(-6JHIIVll) shy

bSJ 228 CYFT DESIO~ CUT

ITJ] ll CYFT OVER DEPTH CUT

middotNORTH SOUTH

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 o- 7 f 1 ~

-350 -3oo -tso -too -1so -foo

3a-l TY~TUololJ

-1

~ 274

OJ 27 CYFT OVER

NORTH

-fSO

STA 5+00STA 2+25 STA 4+10

~ 4 ~4

000(-1

DESGtIGUT(-58WAV0)_1 DVEROEPTII(-5ltllvtl)-

~4 Iltt 2middot lt~2middotlt~3 ~IIHW +0bull 33) w (+middot) = I I ~38

2ojw (-168) v=8SSSYg__jbullLw (-168) I ~-2 z

~-2 ~-4 OESIGNCUT-SINAVD)_ bgt) gtI)-)) G~E~~~=~~~~-3 ~-6 OVGDEPIH(-SJIUVD)shy

D 121 CYFT DESH3N CUT-41 [SJ 171 CfrT DESIGN CUT CYFT OESICN CUT-middotmiddot ITJ] 11 ((FT OVER DEPTH CUT DEPTH CUT-sl rn 11 CfFT OVER DEPTH CUT -10 tIORTH SOUTH NORTH SOUTH SOUTH

1 1 -12~~--~------~---~---~~--~---------------~-~Joo -$so -~oo -dso -doo -t so -1 oo -1( 6 sh -400 -350 -300 -250 -200 -150 -100 -50 -foo -so so 100 150 200 DISTANCE FROU BASEUNE (FEET) DISTANCE FRO~ SASEUNE (FEET) DISTAHCE FROliC BASELIHE (fEET)

STA 2+50

0~ 4 gt2 2middot 2

-l ti ~ sect_4

4

2 JIHW +033)

STA 3+30

0-2Jw (-16

8) ~-ltgt~ I

D 17 CYFT DESIGN CUT

ITJJ t I CYFT OVER DEPTH CUT

NORTH SOUTH 1 1 1 1-ioo b 1

~ d-6 -8

-10 SOUTH

50 -tJoo -~so -3oo -dso -tso -1 oo -ho so -roo -50 5middoto 100 150 200 DISTANCE FRO~ BASEUNE (FEET) DISTAHCE FROM BASELIHE (FEET)

STA 3+645 STA 5+10

0 4~4 2middot

3 2 JMHW +033)-_J~ ti 0

8~ -2jw (-168) B0 jw (-16 )~-2

~-4 ~-4middot 100--000-0

f ) 1 I 1 ) IYi ~E~~ ~ ~~~~-6 ~-6 -8 [Sj 108 CYFT DESIGN CUT -8 (sJ 248 CYrT OESlGN CUT

ITJ] 11 CYFT OYER DEPTH CUT rn 27 cvrr ovER DEPTH cuT-10 -1 NORTH SOUTH NORTH SOUTH

1 1

--p~ I

1 1 15middoto -tJoo -~so -ioo -dso -ioo -1 so -1 oo -~o b sh -1doo -1 so -1 oo -~o 6 sh 16o H~o 20

DISTANCE FROM BASELINE (FEET) DISTANCE FROid BASEUNE (fEET) DISTANCE FROliC BASELINE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 PRECDNSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

5679 STRAND COURT NAPLES FL 34110 FAX (239) 594-2025 ~_H_(NtJf_~~Ll~-~~1__ _

_ o-=IIIHW l-t0bull5Y) oogt~ lt(y

~G~~ ~==~ ~~~ ~

~ 4

~ 2middot

[SJ 145 CYFI DESIGN CUT

[I] 11 CfFT OV[R DEPTH CUT

NORTH

-350 -300 -250 -200 -150

DISTANCE FROtt BASEUNE (FEET)

STA 2+75

-foo -~o

_ o-=IMHW t+0bull55) ~ (

o~~~ ~~ ~~ -1

-250 -200 -fso -100 -middotbullO

SOUTH

-1

~ 275 CYFT DESIGN CUT

[I] 26- CYFT OVER DEPTH CUT

NORTH

-fso

STA 4+60

SOUTH

Army Corps of Engineers File SAJ-1996-02789 Date 22513 PltoP R of 1 i

STA 5+60

~4 2middot3 JMHW (+033)

IALW -168

) gt gt ) gtJ==~~~a~ ~=~ ~~

[Sj 185 CYfrT DESIGN CUT

21 CYFT OVER DEPTH CUT

NORTH SOUTH

-fso -foo -50 o smiddoto

[I]

200 DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 6+10 STA 7+50

-obull ~ 4middot

~ 2middot t

2 J11HW (+033)I

~ O MLW (-168) --2 z

~ btsiGNCUT(-UNIVll)

K ( 6 ( 1 0r J ==~o~E~~ ~ ~~ titCt--==OVEDEPTH(-IlIIVll)= [Sj 17 rtFT DESIGN CUTCYFT DESIGN CUT -8

m 07 CYFT OYER DEPTH CUT

- nJMnn TVogtgt)

~LW (-168)

[Sj 109

oJ 17

NORTH

-rso 260 -tdoo -lso -ioo -bo 6 5b tdo 1Jo 260

rrjFT OVER DEPTH CUT -10

WEST EASTSOUTH

-foo -so 5o 100 1$0 200 -1Joo -115o -loa -~o 6 sb 16o 1o

STA 8+50STA 7+10

~ 4middot0 4

i MHW (+033)

Ef oj~ALw (-168) --2 ~0 gtonn bullbull

[SJ 105 CYFT

~~~~--------------~==~-=====~~===========]z ~-4 _J Hmiddot)_____ I_ DESIGNOE~~ (-51 NIVD) yf 5 (I) ((I f (I 9rf ==~c~~~ ~ ~

-~~-6 -8-J bS) 16 ClFT DESIGN CUT DESIGN CUT

CD tD ClFT OVER DEPTH CUT ITJ 22 CYFT OVER DEPTH CUT-10 -10

WEST EAST WEST EAST 1_Joo -11 -11 -~o b sb 1Jo 1~0 2o -t_Joo so 1oo -~o 6 5h 1Jo tdo 2amposo oo -1 -1

DISTANCE FROM BASEUNE (rEET)

STA 9+00

0 4

MHW +D33) 0

ti jMtw lt us) ~x_ lt_z z ~-4middot -lt Ilt ( ( ((Ilt (t) I ~~ ~~ =~~~

~-middot -8-J bSJ 127 CfFT DESIGN CUT

rn 25 CYFT OYER DEPTH CUT-10 WEST EAST

I)

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 8+00 STA 9+50STA S+SO

0 4middot~4 ~4 ~ 2middot MHW (+055) MHW (+D33bull) ~MHW (+033)

E0 loLW (-168)li jMLW ( 168) I I

shy

I emiddotojMLW ( 168) 7 ~ I I --2 --2 -z

z-~--~ DESIGNCUT(-bullsNIVb)~-4 ~-4middot~-4 _DESIONCUT(-5 5HAVD) ~==WEI1DEItH(-53NIVIl)-DVERDEPTH(-551UVIl)~-middot ~-middot ~-middot

-B-J rs) 52 cfFT DESIGN CUT [Sj 108 CfFT DESIGN CUT-8-l [Sj 31 CIFT DESIGN CUT -8 [I] 14 CYFT OYER DEPTH CUT ITJ 26 Cln OVER DEPTH CUTrn 11 CIFT OVER DEPTH CUT -10-10 -10 WEST EASTNORTH SOUTH WEST EAST

_~2tOO~r-~-r-~-~-r~~~--~~---------=~~ -12 j I I I Q l Q I 6 -1z-r--r----r----r----r----r--r--~--------_ -150 -roo -so 200 -200 -15o -too -so so 1 o 1so 2 a -200 -ISO -100 --o 50 200

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

5679 STRAND COURT NAPLES FL 34110 FAX (239) 594-2025 PHONE (239) 594-2021 wwwhum1stonandmoorecom

Army Corps ofEngineers File SAJ-1996-02789 Date 22513

8 STA 10+00

6

lt I2 4

MHW (+0bull 53)

li E l MLW (-16S) ~ 1amp-2middot z z

Q-4middot0 ~ I NO OREOGINO AT THIS STATION ~-~=

TEIIPLATE SHOWN fOR REfERENCE ONLY

4

-10

-12middot

6

4

2 MHW (+03J)

STA 10+19

UIW (-168)

NORTH

~ ~J NO DREDGING AT THIS STATION

TEUPLAT SHOWN FOR REFERENCE ONLY

SOUTH

-no -150 -100 -so b 50 ulo do 2

8

6

B

lt ~ 23 1

4

g g z 0 6

i- ~-

~- ~-

_-I o-_ 1gtshy

-I

1gt- WEST EAST __ ~ J--- middotshymiddot-- middot- middotshy

DISTANCE FROM BASEUNE (FEET)

DISTANCE FROM BASEUNE (FEET)

STA 10+50

s

)

~ 6 i shy

shyNO DREDGING AT THIS STATION shy

TEMPLATE SHOWN FOR REFERENCE ONLY

-I )

NORTH SOUTH _

200 shy-rso -foe DISTANCE FROM BASEUNE (FEET)

NOTES

STA 11+00

I

MHW (-+033)

MLW (-168)

NORTH

~ A NO DREDGING AT THIS STATION

TtMPLATE HDWN fOR REFERENCE ONLY

SOUTH

DISTANCt FROM BASEUNE (FEET)

STA 11+50

MHW +033)

MLW (-168)

~ J NO DREDGING AT THIS STATION

Tpound14PLATE SHOWN fOR REFERENCE ONLY

NORTH SOUTH

DISTANCE fRO~ BASEUNE (FEET)

STA 12+00

ltHW (-+033)

IILW ( 168)

~ NO DREDGING AT THIS STATION

TEI4PLATE SHOWN FOR REFERENCE ONLY

NORTH SOUTH

00 -1SD -100 -so 6 50 100 ISO 2

DISTANCE FROM BASEUNE (FEET)

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

1 lt-4 gt2

loHW (+053)

9 0

-2 z ~-4

STA 13+00

~ ~-middot

-6

NO DREDGING AT THIS STATION SHOWN FOR

REFERENCE ONLY

-10 NORTH

-12 -200 -150 -100 -50 50

DISTANCE FROid BASEUNE (FEET)

100

SOUTH

I 0 200

1 lt-4

2middot lo1HW (+053)

STA 1l+50

-z ~-4g-6

-8

-10 NORTH

-12 -200 -150 -100

~ NO DREDGING AT THIS STATION SHOW~gt~ FOR

REFERENCE ONLY

-50

SOUTH

200

DISTANCE FROid BASEUNE (FEET)

B STA 14+00

6

I 4

2 MHW (+OJ3)

go- MLW (-168) I z sshy~-

~ NO DREDGING AT THIS STATION SHOWN FOR

REFERENCE ONLY

NORTH SOUTH

-- middotshyDISTANCE fROid BASEUNE (FEET)

5679 STRAND COURT NAPLES Fl 3411 0 FAX (239) 594-2025 PHONE (239) 594-2021 www_huiTlhdonondmonre_com

Army Corps of Engineers File SAJ-1996-02789 Date 22513 n_ -- 1 A - 1 -

STA 16+00 STA 17+50STA 14+50 sshy 1 c 4middot~ 4middot 5

4 ~ 2middot gt

2 IAHW (+033)- IIHW (+033)

0 -3 2middot ltmiddot

EAST

-fSO

bull1bull0~--------~~~==~~======= ~ MLW (-168) t-2middot

~ -z MLW (-168)

~-4NO DREDGING AT THIS STATION SHOWN FOR

REFERENCE ONLY NO DREDGING AT THIS STATION NO DREDGING AT THIS STATION~-6i~= TEIAPLATE SHOWW FOR REFERENCE ONLY TEIAPLATE SHOWN FOR REFERENCE ONLY

-8middot-8middot

-10-1DshyWEST

1 1WESTNORTH SOUTH ~ EAST

-12 I I I I I -

1dao -t so -1 oo _o 6 sh t6o do 2o -fOO -raquo0 0 Sb 100 150 200 -200 -150 -100 -~0 0 5o tampo 150 200

DiSTANCE FR04 BASELINE (FEET) DISTANCE FROM BASEliNE (FEET) DIS)ANCE FROM BASEUNE (FEET)

8

6 STA 16+50

bull 2

o1HW (+033)

loLW (-168) --

middotshy I 6middot

NO DREDGING AT THIS STATION

8shy TDIPtATE SHOWN FOR REFERENCE ONLY

o- EAST WEST

L

STA 15+00 STA 18+00

1

I 0 4middot gt2

IIHW (+033)

8 0 ldlW (-1688 ~-2I ~-

~-4~ NO DREDGING AT THIS ~= STATION SHOWN FORlt REFERENCE ONLf~-6NO DREDGING AT THIS STATION

TEIIPLATE SHOWN FOR REFERENCE ONLY -8

-1 -10 EAST WEST

-1DshyWEST

-12 1 I I I ~ EAST

_Joo -11so -11oo -~o 6 sb H~D do 2bo -1 -200 -150 -loa -~0 0 100 1~0 200

DISTANCE FROJA BASEUNE (FEET) DISTANCE FR0-4 BASEliNE (FEET) DISTANCE FROU BASELINE middot~ (FEET)

8 STA 15+50

8 STA 17+00

66

~ 4middot

STA 18+28

IAHW (+033)

MIW ( ts8) ---

EAST

NO ORE~ STATION SHOWN FOR

REFERENCE ONLY

WEST

~00 -150 -100 -so 0 50 100 1so 21

bull I bull 2 2I bull ldHW (+033)lo4HW +033)

ti 0ti MLW (-168) I _fEu-loLW (-168) ~ ~-2middot~-2

~ J~5 bull 55 ~=-middot ~

~-

~=6 a-sNO DREDGING AT THIS STATIONNO DREDGING AT THIS STATION~-TEMPLATE SHOWN FOR REFERENCE ONLfTEiolPlATpound SHOWN FOR REFERENCE ONLY 8 -8middot

-1 -10-1 o- EAST WEST -12

EAST WEST -12-1

middot200 -150 -tOO 50 100 1 0 21 -200 -150 -100 -so 0 50 100 150 2 I

DISTANCE FROM BASEUNE (FEET) DISTANCE FR0-4 BASEliNE (FEET) DISTANCE FROM BtSEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVDBB) 2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

5679 STRAND COURT NAPLES Fl 34110 FAX (239) 594-2025 PHONE 239) 594-2021 wwwhumistonandmoorecom

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 PltgtltHgt 11 rvt 11

o

R-38 R-39

NO FILL AT THIS STATION SHOWN NO FILL AT THIS STATION FOR REFERENCE ONLY SHOWN FOR REFERENCE ONLY

1-1 oL----------------------- 0 200

DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

R-41 R-42

NO FILL AT THIS STATION THIS STATION SHOWN FOR REFERENCE REFERENCE ONLYONLY SHOWN FOR

NO FILL AT

DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

NOTES

1 RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 2 COORDINATES SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN DATUM OF 1983 EAST ZONE (NAD83) 3 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)

R-40+725R-40

10

NAVD0

~ 5 z

t lw 033 NAVDI0 (MHWL)-168 NAVD

(MLW) I~ Isect

-5 1gt0 1771 FILL TEMPLATE 18 lLLJ 62 CYFT gt

-10~--------------L-------------------

I~ f-

1~ 68 NAVDI g

(MLW) I~

I~ I~ w lLLJ 73 CYFT

II NAVD

1771 FILL TEMPLATE

0 zoo 0 200 DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

NO FILL AT THIS MONUMENT SHOWN FOR VOLUMETRIC CALCULATION ONLY

R-43 R-44

10

_ 66 NAVDlb 66 NAVD ------4-7 NAVD

I-z 033 NAVD (MHW)-lt-----033 NAVD (MHW) li -168 NAVD (MLW) -168 NAVD (MLW)15

li-5

I~ 1771 FILL TEMPLATEI~ lLLJ 41 CYFT

0 1-101~---------L_---------~------------

200 0 200 SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

4 NORTH AND SOUTH LIMITS OF BEACH FILL TEMPLATE WITHIN MAXIMUM LIMITS SHOWN ON PERMIT PLANS BY PBSampJ DATED 7312012

5 ALL FILL TO BE PLACED UPLAND OF THE GULF OF MEXICO MHWL AND WITHIN THE LIMITS OF THE BEACH FILL TEMPLATES ON 5679 STRAND COURTPERMIT PLANS BY PBSampJ DATED 731 2012 NAPLES FL 3411 0

6 AREA LANDWARD OF DUNE FILL TO BE GRADED BASED ON SITE CONDITIONS AT THE TIME OF CONSTRUCTION FAX (239) 594-2025 PHONE (239) 594-2021 wwwhumlstonandrnoorecom

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 Pltgto- 1 J --f 1 ~

~

- 6Sm11S ~ 14ltgt5_ -6 ~ 14ltgt5 11 33361SZ 1laquo5- 61lt1gt073 ~ -- 3a3-n35 14ltU$ SS70tiLgtS 14gtgtS ~ 8EitG4S =ltl6S 1laquo5 NOOOEiGlNGATiHESiE~noNS 10054 ~1 1CS 6Se355 3secto7113 -__ a=1 -middot

~7 ~~ 7ltru) - mlS ~ - =

Q611SS =

t iiNIPLAf~ iNFCiRMAfloR ~fiOBLISHEti fiY DEP) MONUMENT ESTIMATED AVAiLABLE AVAILABLE

MONUMENT NORTHING EASTlNG AZIMUTH ELEVATION EFFECTIVE FILL FILL ID NAvebull DISTANCE VOLUME VOLUME

FEET) (FEET) DEGREES) FEET (FEET) (CVIFTI CVJ R-38 6898181 3fSI7837 2700 373 R-39 13887995 3B78747 2700 484 R-40 6877938 3879638 2700 297 500 82 3100 R40+725 13870688 3879638 2700 180 73 1314 R-41 BS67856 3880516 2700 324

middotroTAL AVAILABLEVOWME-NORTH FILL TEMPLATE 4414 0gt50 6882954 3879149 1795 100 92 920 1gt50 6862963 3880149 1795 100 206 2000 2gt50 6862972 31l81149 1795 100 139 1390

TOTAL AVAILABLE VOLUME -INLET FILL TEMPLATE 4370 R-42 6B57310 3192004 2650 423 R-43 6846923 3882485 2700 484 1300 36 4680 R-44 6837015 3883591 2700 674 550 41 2255

roTAL AVAILABLE VOWME -SOUTH FILL TEMPLATE 6935 TOTAL AVAILABLE VOLUME -ALL FILL TEMPLATESlt 15719

INLET FILL TEMPATE SECTIONS

STA D+SD

J-----255------- shy10 NAVD

92 CYFT FlU VOLUME

145 CYFT DESIGN CUT

11 CYFT OVER OEPTH CUT

SOUTH

-sao -400 -350 -300 -250 -200 -fso -foo -so 50 DISTANCE FROio BASEUNE (FEET)

t2j ~ ----J w lt-bullmiddotI sect_ ~ d-6

-middotmiddot -10

[ZJ 206 CYFT FILl YOLUI4E DESICWttrr[-5BNAVD)_I OVDDtPlH(-6StiAVO)shy

[Sj 228 CYFT DESIGN CUT

[[]] 12 CYFT OYER DEPTH CLJT

NORTI-I SOUTH

-lJoo -iso -ioo -iso -doo -11so -11oo -~o amp sh J

DISTANCE FROM BASELINE (FEET)

[ZJ 139 CfrT FILL VOLUUE

bSJ 14-5 CfFT OESIGN CUT

[I] 11 CYFT OVER DEPTH

NORTH

-150 -100

STA 2+50

t~SICIICUT(-551UVO)_

DVVI0[Pffi(-65MAVD)-

CUT

SOUTH

-250 -200 -fSO -faa 50 DISTANCE FROM BASEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)

2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM

JANUARY 3 TO 11 2013 4 FILL TEMPLATE LOCATION BASED ON PERMIT PLANS BY PBSampJ DATED 7312012

5679 STRAND COURT NAPLES FL 34110 FAX (239) 594-2025 PHONE (239) 594-2021 wwwbullhumlstQnandmoorecom

Army Corps of Engineers File SAJ-1996-02789 Date 22513 P~w-P 1~ nf 1~

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT B

Original PermitModification Drawings

4

Nov 24 1997 - 101327 DCWG010JPR079S2

SHEET 1 SHEET 2

~---Approximate Ending Point

~~~--Approximate Beginnin9 Point

0 ()

X w ~

u 0

u J J ()

0 ()

x w ~

LL 0

u J gt C)

SOUTH

EXCAVATION PLAN FOR CUTS 3 amp 4A THROUGH 40 FOR PER~ITIING

PURPOSES ONLY

PROJECT

APPLICANT

CLAM BAy

PELICAN BAY SERVICES DIVISION Figure

452(1)

0 T TACKNEY FLA REG 20853

middot 199602789(IP-CC) APR6 1998

---

Nov 06 1997 - 152223 DDWG010lPR079525dwg

V D NGVD V ONGVD 0~sect t_OJJ2

-wT J _3 11--zt ~

l 15 It l 20 It L I I I

CUT 1 CUT 2 amp 3

H~ t-~~ -4 II

L 40 It L I I

CUT 4A middot

VONGW I

~ S 20 Jtl l

I I

CUT 48

~-- middot~~-w~ --- - - ~- SEE NOTE-24 1

S30ftl lI I

~ CUT 4C

1 EXISTING SECTIONS VAirf ~~2 SIDE SLOPES 0 ANGLE OF REPOSE (ASSUMED 3D)

0 2 4 6 8 10 HORIZONTAl

TYPICAL CUT SECTIONS

PROJECT CLAM BAY APPLICANT middotPELICAN BAY SERVICES DIVISiON

WILSON

MILLER

~ COLLIER ~R 1997 TACKNEY AND ASSOC INC ~~~~i - of9S 25pound lot

COASTAL ENGINEERING N01d2--oso-oo -tRPiPmiddot middot~-ppoundR79 IIGTNO -~S918 25 atJ8

Figure 452(i)

D T TACKNEY fA RpoundGbull 20115J

199602789(IP-CC) APR6 1998

-~--~ ~

NOTE bull 1 TYPICAL PIPELINE ROUTE SHOJIN FOR ILLUSTRATION PURPOSES ONLY

ACTUAl PIPELINE ROUTE TO BE DETERMINED IN THE FIELD 2 ALL ELEVATIONS ARE REFERENCED TO NGVO 1929 3 All HORIZONTAL C(X)ROJNATES ARE IN STATE PLANE COORDINATE

SYSTEM NAO 1927 FLORIOA EAST ZONE

LEGEND ~ DREDGING CUT LIMITS ~zJ VOLUMEOFCUT~3ZOOOCV

----- STAnONIPROFILELOCATION

- - - - BASELINe

G) BASELINE POINT NUMBER

R-42 ONR REFERENCE MONUMENT

~ CORE BORING LOCATION C4(59)

- bull shy middot PIPELINE ROUTE

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CLAMBAY

DREDGING CUT 4 -SITE PLAN FOR PELICAN BAY SERVICES DISTRICT

M IISlOIIJIOORENQNEERa IDeiINRPOFIrRO HOfm-llltE tbull

DATE21B9 ALE 8042CON-AER-CUT4 rMlESflOilIOJil410CI

iN11~ii-6-21Q1 PROJECT NO 8-042 DATUM NGVDGRIO SHEET 7 OF 21

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET OF 21

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HM CLAM BAY

bull RESTORATION bull CUT4 CROSS-SECTIONS

~-=a~--- DATE t2D1SI8 IftlE 21042-XS I SCALEbull AS 5HOWH I middot ~)~1

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199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 10 OF 21

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---iJUS) 199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 11 OF 21

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CUTf4- CROSS-SCTtOHS

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199602789(1P-GC) MODIFICATION 1 FEB 26 1999 SHEET 12 OF 21

fIIDIUTCOIIIIoiM COWPDIQl bull nGS bull ltDI -middotshy

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RESTORATION CUT4 CROSS-SECTIONS

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199602789(JP-CC) MODIFICATION 1 FEB 26 1999 SHEET 13 OF 21

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CLAM BAY RESTORATION

middot CUT4 CROSS-SECTIONSHMFOR PEUCAH BAT SDMCES DJSTRICf

DATE 10118 SCALpound1 AS SHOWNt_llriRCIIIIflllnlaquoITCit~middot-~ MIU2 1410CNI) --n PROJECT NO 8-0U SHEeT t 4 OF 21

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 14 OF 21

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bull RESTORATION CUT 4 CROSS--SECTIONS bull lc BEACH DISPOSAL SECTIONS

- FORt PEUCAH BAT 5EHVICES DISTRICT

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DATE 1201SIB SCAlpound1 AS 5HOWH

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 15 OF 21

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT C

Standard Manatee Conditions for In-Water Work

5

STANDARD MANATEE CONDITIONS FOR IN-WATER WORK 2011

The permittee shall comply with the following conditions intended to protect manatees from direct project effects

a All personnel associated with the project shall be instructed about the presence of manatees and manatee speed zones and the need to avoid collisions with and injury to manatees The permittee shall advise all construction personnel that there are civil and criminal penalties for harming harassing or killing manatees which are protected under the Marine Mammal Protection Act the Endangered Species Act and the Florida Manatee Sanctuary Act

b All vessels associated with the construction project shall operate at Idle SpeedNo Wake at all times while in the immediate area and while in water where the draft of the vessel provides less than a four-footclearance from the bottom All vessels will follow routes of deep water whenever possible

c Siltation or turbidity barriers shall be made of material in which manatees cannot become entangled shall be properly secured and shall be regularly monitored to avoid manatee entanglement or entrapment Barriers must not impede manatee movement

d All on-site project personnel are responsible for observing water-related activities for the presence of manatee(s) All in-water operations including vessels must be shutdown if a manatee(s) comes within 50 feet of the operation Activities will not resume until the manatee(s) has moved beyond the 50-foot radius of the project operation or until 30 minutes elapses if the manatee(s) has not reappeared within 50 feet of the operation Animals must not be herded away or harassed into leaving

e Any collision with or injury to a manatee shall be reported immediately to the Florida Fish and Wildlife Conservation Commission (FWC) Hotline at 1-888-404-3922 Collision andor injury should also be reported to the US Fish and Wildlife Service in Jacksonville (1-904-731-3336) for north Florida or Vero Beach (1-772-562-3909) for south Florida and to FWC at I mperiledSpeciesmyFWCcom

f Temporary signs concerning manatees shall be posted prior to and during all in-water project activities All signs are to be removed by the permittee upon completion of the project Temporary signs that have already been approved for this use by the FWC must be used One sign which reads Caution Boaters must be posted A second sign measuring at least 8 by 11 explaining the requirements for Idle SpeedNo Wake and the shut down of in-water operations must be posted in a location prominently visible to all personnel engaged in water-related activities These signs can be viewed at MyFWCcommanatee Questions concerning these signs can be sent to the email address listed above

I Iii

Ill I All project vessels

IDLE SPEE NO AK

When a manatee is within 50 feet of work all in-water activities must

UT

IIi i it r i jur trt t bull

ild I 1-888-404-FWCC(3922)

orcell

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT D

Biological Opinion

6

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT E

Statewide Programmatic Biological Opinion

7

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT F

Self-Certification Statement of Compliance

8

--------------------

---------------------------------------------------------

-----------------------------------------------------

----------------

----------------------------

SELF-CERTIFICATION STATEMENT OF COMPLIANCE

Permit Number NW-3 Application Number SAJ-1996-02789

Permittees Name amp Address (please print or type)

Telephone Number

Location of the Work

Date Work Started Date Work Completed ________________

Description of the Work (eg bank stabilization residential or commercial filling docks dredging etc)

Acreage or Square Feet of Impacts to Waters of the United States

Describe Mitigation completed (if applicable)

Describe any Deviations from Permit (attach drawing(s) depicting the deviations)

I certify that all work and mitigation (if applicable) was done in accordance with the limitations and conditions as described in the permit Any deviations as described above are depicted on the attached drawing(s)

Signature of Permittee

Date

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT G

Permit Transfer Request

9

DEPARTMENT OF THE ARMY PERMIT TRANSFER REQUEST

PERMIT NUMBER SAJ-1996-02789

When the structures or work authorized by this permit are still in existence at the time the property is transferred the terms and conditions of this permit will continue to be binding on the new owner(s) of the property Although the construction period for works authorized by Department of the Army permits is finite the permit itself with its limitations does not expire

To validate the transfer of this permit and the associated responsibilities associated with compliance with its terms and conditions have the transferee sign and date below and mail to the US Army Corps of Engineers Enforcement Section Post Office Box 4970 Jacksonville FL 32232shy0019

(TRANSFEREE-SIGNATURE) (SUBDIVISION)

(DATE) (LOT) (BLOCK)

(STREET ADDRESS) (NAME-PRINTED)

(MAILING ADDRESS)

(CITY STATE ZIP CODE)

Page 12: JACKSONVILLE DISTRICT CORPS OF ENGINEERS …...FORT MYERS, FL 33919 REPLY TO ATTENTION OF Regulatory Division FEB 2 8 2013 South Permits Branch/Fort Myers Section SAJ-1996-02789 (NWP-WDD)

Army Corps of Engineers File SAJ-1996-02789 Date 22513

B c D E F G H I J K L M N 0 p Q

R s T u v w X y z

AA BB cc DO

3882294 3882590 3883503 3884494 3884983 3885366 3884585 3884874 3888558 3887526 3887855 3888540 3888076 3887188 3886940 3885844 3888007 3886177 3886144 3885913 3885732 3885594 3885204 3884835 3884445 3884054 3883584 3883149 3882289

6864033 6864179 6864586 6864831 6864893 6865236 6867151 6868233 6869815 6869157 6868769 6867433 6867167 6867812 6868267 6867539 6867341 6866860 6866351 6865816 6865287 6864780 6864389 6864042 6863687 6863332 6863151 6862907 6863582

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 D~n-a A + 1 l

TYPICAL DREDGE CUT FOR INLET STATIONS (0+00 TO 3+645) (STATION 1+00 SHOWN FOR REFERENCE ONLY)

--------~--~-7------=--= EXISTING( - o=sLOPE BEACH PROFILE (VARIES)

120--------------MHW +033 NAVD (161 NGVD)

---------------MLW -168 NAVD (-04 NGVD)

~1---------------BEACH COMPATIBLE SAND TO BE PLACED WITHIN THE FILL TEMPLATE LIMITS ON THE NORTH OR SOUTH SIDE OF THE PASS

-================= -58 (-45 NGVDl DESIGN CUT--J-------1-------l~- -63 NAVDNAVD ( -50 NGVD 05 OVER DEPTH ALLOWANCE 1-------45----shy

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013

5679 STRAND COURT NAPLES FL 341 10 FAX (239) 594-2025

~~tJ~~~2-~~~--~C~ 1 __ _

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 n --- c -C 11

STA -3+00

I NO DREDGING AT THIS STATION

TEIIPLATE SHOWN FOR REFtRENCE ONLY

-1QshyNORTH SOUTH

1 1 1-

1loo -dso -3oo -iso -ioo -1 so -1

1oo -~o 6 so

STA -1+50

-1QshyNORTH

_Joo -iso -~oo -iso -ioo

= NO DREDGING AT THIS STATION

TEUPLATE SHOWN FOR REFERENCE ONLY

-11so -11oo -bo 6

SOUTH

so 1

DISTANCE FROM BASEUNE (FEET) DISTANCE FROid BASEUNE (FEET)

~ 4

2 HW (+033)

8 ~-LW(-166)~~

z ~-4middot

sect-bull -8middot

-1oshyNORTH

- 1 ~~oo -~so -lao

STA -4+00

-iso -ioo

I I I

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NO DREDGING AT THIS STATION Tpound1-PLATE SHOWN FOR REFERENCE ONLY

-lso -oo -So 6

I

SOUTH

so 1

STA -2+50

- shy-8

-1Q-i NO~TH - 1 ~400 -~50 -300 -zso -zoo

= NO DREDGING AT THIS STATION

TEMPLATE SHOWN FOR REFERENCE ONLY

-fso -roo -so 0

I

SOUTH

so

w4

i Zmiddot

STA -1+00

- 114-W (+Oll)

-____or--shy ~ NO DREDGING AT THIS STATION

TEJPlATE SHOWN FOR REFtRENCE ONLY

-1DshyNORTH SOUTH

-12~~r----r----r--r----------------------~---~ -~oo -3so -3oo -zso -zoo -1so -100 -so o 50

DISTANCE FROM BASELINE (FEET)

8

6

4

2 MHW (+033)

MLW (-168)

NORTH

middot-shy --shy L

NOTES

STA -3+50

_U NO DREDGING AT THIS STATION

TEMPLATE SHOWN FOR REFERENCE ONLY

SOUTH

--shy --shy middot-shy --shy ~ T --DISTANCf fR014 BASELINE (FEET)

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL 2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC

DISTANCE FROM BASELINE (FEET) DISTANCE FROM BASEUNE (FEET)

STA -2+00 STA -0+50

~ 4 2 2middot

UHW (+033) - J 14HW (+Ol3)

MLW (-158) 1rH o ~ ~

NO DREDGING AT THIS STATION TtMPLATE SHOWN FOR REFtRENCE ONLY

NO DREDGING AT THIS STATION TEMPLATE SHOWN FOR REFERENCE ONIY -middot

-1DshyNORTH SOUTH NORTH SOUTH

1 -12_-------r--r-------~-----------------~~1 1 1-~so -~oo -iso -ioo -1 so -1 oo -~o 6 5o -4oo -gt5o -3oo -250 -zoo -150 -100 -so o so DISTANCE FROM BASEUNE (FEET) DISTANCE FROid BASEUNE (FEET)

DATUM OF 1988 (NAVD88)

FROM JANUARY 3 TO 11 2013

5679 STRAND CDURT NAPLES FL 34110 FAX (239) 594-202S ~_HN~J~~L-~~~-~0~1__ _

g 0

g z 0tishysectshy

-1

-1

0 4

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8 ~-2 z ~-4

sect-middot -middot -1Qshy

1- Joo

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 P~o-p n nf 1 i

000~ Il - shy

STA 0+00 STA 0+75

Dl

ULW -158)

o-4~ 4

2 2middot _ 14HW (+033) tIHW +033)

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SOUTHNORTH SOUT~ -124-~---~~---r--------------------------- -12 1 1 I I I

-400 -350 -soo -250 -zoo -1 so -100 50 -400 -350 -too -iso -ioo -150 -100 -so so DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 0+25

s 4middot 0

3 2middot~j gt

-uH~5 )

tllW - ltltgt~ I

(-168)

DSIOIICUT(-SBtuvtl)_ OvtROtPTH(-SlWvtl) shy

hsJ 149 CYFT DESIGN CUT

CD 11 CYFT OVER DEPTH CUT -1 NORTH SO~TH I

I-smiddotso -300 -tso -too -fso -100 --o 0 50

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 1+25STA 0+50

~ bullmiddot ~ j~ ------ ~ -2middot z ~-4middot

bSj 146 CYFT DESIGN CUT ~-middot -middotmiddot CO 11 CfFT OVER DEPTH CUT-10

SOUTHNORTH SOUTH -121-~--~---------------------~-~-------~~ _0-400 -350 -300 -250 -200 -150 -100 -50 0 so 50

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

STA 1+00Dl 4

OESION CUT (-SB WVD) ___ DVERD[PTH(-SJNlvtl)-

-350 -300 -zso -zoo -150 -foo

SOUTH

50

~HW(+o-gt1

z ~-4 gtij-6

-middot -10

-124-~------r-----~-----~--r--~~--~-------~~ -400 -350 -300 -2so -200 -1so -100 -so o so

DISTANCE FROM BASEUNE (FEET)

STA 1+75

0 4

~ 2

-- oj~~HW ------~--==-~~~~~$~gtlt--11(+o~J8 MLW (-168) ~ -~- _ ~ bull_r

~-2 z ~-4

DtsiGNClJT(-5BNAVD)_sect-s OVERDiiTN(-5JIUVD)-

rs) 202 CYFT DESlCN CUT-middot [[]) 12 CYFT OVER DEPTH CUT-10

SOUTI-I -12 I NO~TH I l I l [ I I I

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DISTANCE FROM BASEUNE (FEET)

STA 2+00

0 4

~jbullHW(+033) ~~ ~ I8 MlW (-168) ~-2

~-4 DtSIGIICliT(-58NlVD)_

~-6 ovt~ otrm (-~5middot wvo) shy

SOUTH

-too -fso -foo -so 50

DSTANCE FROM BASEUNE (FEET)

-middot -1

-3oo -tso

5679 STRAND COURT NAPLES FL 3411 D FAX (239) 594-2025 PHONE (239) 594-2021 wwwhumlstonandmoorecom

STA 1+50

D[SIGNCUT(-58Wvtl)_ DVEROtPTH(-6JHIIVll) shy

bSJ 228 CYFT DESIO~ CUT

ITJ] ll CYFT OVER DEPTH CUT

middotNORTH SOUTH

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 o- 7 f 1 ~

-350 -3oo -tso -too -1so -foo

3a-l TY~TUololJ

-1

~ 274

OJ 27 CYFT OVER

NORTH

-fSO

STA 5+00STA 2+25 STA 4+10

~ 4 ~4

000(-1

DESGtIGUT(-58WAV0)_1 DVEROEPTII(-5ltllvtl)-

~4 Iltt 2middot lt~2middotlt~3 ~IIHW +0bull 33) w (+middot) = I I ~38

2ojw (-168) v=8SSSYg__jbullLw (-168) I ~-2 z

~-2 ~-4 OESIGNCUT-SINAVD)_ bgt) gtI)-)) G~E~~~=~~~~-3 ~-6 OVGDEPIH(-SJIUVD)shy

D 121 CYFT DESH3N CUT-41 [SJ 171 CfrT DESIGN CUT CYFT OESICN CUT-middotmiddot ITJ] 11 ((FT OVER DEPTH CUT DEPTH CUT-sl rn 11 CfFT OVER DEPTH CUT -10 tIORTH SOUTH NORTH SOUTH SOUTH

1 1 -12~~--~------~---~---~~--~---------------~-~Joo -$so -~oo -dso -doo -t so -1 oo -1( 6 sh -400 -350 -300 -250 -200 -150 -100 -50 -foo -so so 100 150 200 DISTANCE FROU BASEUNE (FEET) DISTANCE FRO~ SASEUNE (FEET) DISTAHCE FROliC BASELIHE (fEET)

STA 2+50

0~ 4 gt2 2middot 2

-l ti ~ sect_4

4

2 JIHW +033)

STA 3+30

0-2Jw (-16

8) ~-ltgt~ I

D 17 CYFT DESIGN CUT

ITJJ t I CYFT OVER DEPTH CUT

NORTH SOUTH 1 1 1 1-ioo b 1

~ d-6 -8

-10 SOUTH

50 -tJoo -~so -3oo -dso -tso -1 oo -ho so -roo -50 5middoto 100 150 200 DISTANCE FRO~ BASEUNE (FEET) DISTAHCE FROM BASELIHE (FEET)

STA 3+645 STA 5+10

0 4~4 2middot

3 2 JMHW +033)-_J~ ti 0

8~ -2jw (-168) B0 jw (-16 )~-2

~-4 ~-4middot 100--000-0

f ) 1 I 1 ) IYi ~E~~ ~ ~~~~-6 ~-6 -8 [Sj 108 CYFT DESIGN CUT -8 (sJ 248 CYrT OESlGN CUT

ITJ] 11 CYFT OYER DEPTH CUT rn 27 cvrr ovER DEPTH cuT-10 -1 NORTH SOUTH NORTH SOUTH

1 1

--p~ I

1 1 15middoto -tJoo -~so -ioo -dso -ioo -1 so -1 oo -~o b sh -1doo -1 so -1 oo -~o 6 sh 16o H~o 20

DISTANCE FROM BASELINE (FEET) DISTANCE FROid BASEUNE (fEET) DISTANCE FROliC BASELINE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 PRECDNSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

5679 STRAND COURT NAPLES FL 34110 FAX (239) 594-2025 ~_H_(NtJf_~~Ll~-~~1__ _

_ o-=IIIHW l-t0bull5Y) oogt~ lt(y

~G~~ ~==~ ~~~ ~

~ 4

~ 2middot

[SJ 145 CYFI DESIGN CUT

[I] 11 CfFT OV[R DEPTH CUT

NORTH

-350 -300 -250 -200 -150

DISTANCE FROtt BASEUNE (FEET)

STA 2+75

-foo -~o

_ o-=IMHW t+0bull55) ~ (

o~~~ ~~ ~~ -1

-250 -200 -fso -100 -middotbullO

SOUTH

-1

~ 275 CYFT DESIGN CUT

[I] 26- CYFT OVER DEPTH CUT

NORTH

-fso

STA 4+60

SOUTH

Army Corps of Engineers File SAJ-1996-02789 Date 22513 PltoP R of 1 i

STA 5+60

~4 2middot3 JMHW (+033)

IALW -168

) gt gt ) gtJ==~~~a~ ~=~ ~~

[Sj 185 CYfrT DESIGN CUT

21 CYFT OVER DEPTH CUT

NORTH SOUTH

-fso -foo -50 o smiddoto

[I]

200 DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 6+10 STA 7+50

-obull ~ 4middot

~ 2middot t

2 J11HW (+033)I

~ O MLW (-168) --2 z

~ btsiGNCUT(-UNIVll)

K ( 6 ( 1 0r J ==~o~E~~ ~ ~~ titCt--==OVEDEPTH(-IlIIVll)= [Sj 17 rtFT DESIGN CUTCYFT DESIGN CUT -8

m 07 CYFT OYER DEPTH CUT

- nJMnn TVogtgt)

~LW (-168)

[Sj 109

oJ 17

NORTH

-rso 260 -tdoo -lso -ioo -bo 6 5b tdo 1Jo 260

rrjFT OVER DEPTH CUT -10

WEST EASTSOUTH

-foo -so 5o 100 1$0 200 -1Joo -115o -loa -~o 6 sb 16o 1o

STA 8+50STA 7+10

~ 4middot0 4

i MHW (+033)

Ef oj~ALw (-168) --2 ~0 gtonn bullbull

[SJ 105 CYFT

~~~~--------------~==~-=====~~===========]z ~-4 _J Hmiddot)_____ I_ DESIGNOE~~ (-51 NIVD) yf 5 (I) ((I f (I 9rf ==~c~~~ ~ ~

-~~-6 -8-J bS) 16 ClFT DESIGN CUT DESIGN CUT

CD tD ClFT OVER DEPTH CUT ITJ 22 CYFT OVER DEPTH CUT-10 -10

WEST EAST WEST EAST 1_Joo -11 -11 -~o b sb 1Jo 1~0 2o -t_Joo so 1oo -~o 6 5h 1Jo tdo 2amposo oo -1 -1

DISTANCE FROM BASEUNE (rEET)

STA 9+00

0 4

MHW +D33) 0

ti jMtw lt us) ~x_ lt_z z ~-4middot -lt Ilt ( ( ((Ilt (t) I ~~ ~~ =~~~

~-middot -8-J bSJ 127 CfFT DESIGN CUT

rn 25 CYFT OYER DEPTH CUT-10 WEST EAST

I)

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 8+00 STA 9+50STA S+SO

0 4middot~4 ~4 ~ 2middot MHW (+055) MHW (+D33bull) ~MHW (+033)

E0 loLW (-168)li jMLW ( 168) I I

shy

I emiddotojMLW ( 168) 7 ~ I I --2 --2 -z

z-~--~ DESIGNCUT(-bullsNIVb)~-4 ~-4middot~-4 _DESIONCUT(-5 5HAVD) ~==WEI1DEItH(-53NIVIl)-DVERDEPTH(-551UVIl)~-middot ~-middot ~-middot

-B-J rs) 52 cfFT DESIGN CUT [Sj 108 CfFT DESIGN CUT-8-l [Sj 31 CIFT DESIGN CUT -8 [I] 14 CYFT OYER DEPTH CUT ITJ 26 Cln OVER DEPTH CUTrn 11 CIFT OVER DEPTH CUT -10-10 -10 WEST EASTNORTH SOUTH WEST EAST

_~2tOO~r-~-r-~-~-r~~~--~~---------=~~ -12 j I I I Q l Q I 6 -1z-r--r----r----r----r----r--r--~--------_ -150 -roo -so 200 -200 -15o -too -so so 1 o 1so 2 a -200 -ISO -100 --o 50 200

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

5679 STRAND COURT NAPLES FL 34110 FAX (239) 594-2025 PHONE (239) 594-2021 wwwhum1stonandmoorecom

Army Corps ofEngineers File SAJ-1996-02789 Date 22513

8 STA 10+00

6

lt I2 4

MHW (+0bull 53)

li E l MLW (-16S) ~ 1amp-2middot z z

Q-4middot0 ~ I NO OREOGINO AT THIS STATION ~-~=

TEIIPLATE SHOWN fOR REfERENCE ONLY

4

-10

-12middot

6

4

2 MHW (+03J)

STA 10+19

UIW (-168)

NORTH

~ ~J NO DREDGING AT THIS STATION

TEUPLAT SHOWN FOR REFERENCE ONLY

SOUTH

-no -150 -100 -so b 50 ulo do 2

8

6

B

lt ~ 23 1

4

g g z 0 6

i- ~-

~- ~-

_-I o-_ 1gtshy

-I

1gt- WEST EAST __ ~ J--- middotshymiddot-- middot- middotshy

DISTANCE FROM BASEUNE (FEET)

DISTANCE FROM BASEUNE (FEET)

STA 10+50

s

)

~ 6 i shy

shyNO DREDGING AT THIS STATION shy

TEMPLATE SHOWN FOR REFERENCE ONLY

-I )

NORTH SOUTH _

200 shy-rso -foe DISTANCE FROM BASEUNE (FEET)

NOTES

STA 11+00

I

MHW (-+033)

MLW (-168)

NORTH

~ A NO DREDGING AT THIS STATION

TtMPLATE HDWN fOR REFERENCE ONLY

SOUTH

DISTANCt FROM BASEUNE (FEET)

STA 11+50

MHW +033)

MLW (-168)

~ J NO DREDGING AT THIS STATION

Tpound14PLATE SHOWN fOR REFERENCE ONLY

NORTH SOUTH

DISTANCE fRO~ BASEUNE (FEET)

STA 12+00

ltHW (-+033)

IILW ( 168)

~ NO DREDGING AT THIS STATION

TEI4PLATE SHOWN FOR REFERENCE ONLY

NORTH SOUTH

00 -1SD -100 -so 6 50 100 ISO 2

DISTANCE FROM BASEUNE (FEET)

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

1 lt-4 gt2

loHW (+053)

9 0

-2 z ~-4

STA 13+00

~ ~-middot

-6

NO DREDGING AT THIS STATION SHOWN FOR

REFERENCE ONLY

-10 NORTH

-12 -200 -150 -100 -50 50

DISTANCE FROid BASEUNE (FEET)

100

SOUTH

I 0 200

1 lt-4

2middot lo1HW (+053)

STA 1l+50

-z ~-4g-6

-8

-10 NORTH

-12 -200 -150 -100

~ NO DREDGING AT THIS STATION SHOW~gt~ FOR

REFERENCE ONLY

-50

SOUTH

200

DISTANCE FROid BASEUNE (FEET)

B STA 14+00

6

I 4

2 MHW (+OJ3)

go- MLW (-168) I z sshy~-

~ NO DREDGING AT THIS STATION SHOWN FOR

REFERENCE ONLY

NORTH SOUTH

-- middotshyDISTANCE fROid BASEUNE (FEET)

5679 STRAND COURT NAPLES Fl 3411 0 FAX (239) 594-2025 PHONE (239) 594-2021 www_huiTlhdonondmonre_com

Army Corps of Engineers File SAJ-1996-02789 Date 22513 n_ -- 1 A - 1 -

STA 16+00 STA 17+50STA 14+50 sshy 1 c 4middot~ 4middot 5

4 ~ 2middot gt

2 IAHW (+033)- IIHW (+033)

0 -3 2middot ltmiddot

EAST

-fSO

bull1bull0~--------~~~==~~======= ~ MLW (-168) t-2middot

~ -z MLW (-168)

~-4NO DREDGING AT THIS STATION SHOWN FOR

REFERENCE ONLY NO DREDGING AT THIS STATION NO DREDGING AT THIS STATION~-6i~= TEIAPLATE SHOWW FOR REFERENCE ONLY TEIAPLATE SHOWN FOR REFERENCE ONLY

-8middot-8middot

-10-1DshyWEST

1 1WESTNORTH SOUTH ~ EAST

-12 I I I I I -

1dao -t so -1 oo _o 6 sh t6o do 2o -fOO -raquo0 0 Sb 100 150 200 -200 -150 -100 -~0 0 5o tampo 150 200

DiSTANCE FR04 BASELINE (FEET) DISTANCE FROM BASEliNE (FEET) DIS)ANCE FROM BASEUNE (FEET)

8

6 STA 16+50

bull 2

o1HW (+033)

loLW (-168) --

middotshy I 6middot

NO DREDGING AT THIS STATION

8shy TDIPtATE SHOWN FOR REFERENCE ONLY

o- EAST WEST

L

STA 15+00 STA 18+00

1

I 0 4middot gt2

IIHW (+033)

8 0 ldlW (-1688 ~-2I ~-

~-4~ NO DREDGING AT THIS ~= STATION SHOWN FORlt REFERENCE ONLf~-6NO DREDGING AT THIS STATION

TEIIPLATE SHOWN FOR REFERENCE ONLY -8

-1 -10 EAST WEST

-1DshyWEST

-12 1 I I I ~ EAST

_Joo -11so -11oo -~o 6 sb H~D do 2bo -1 -200 -150 -loa -~0 0 100 1~0 200

DISTANCE FROJA BASEUNE (FEET) DISTANCE FR0-4 BASEliNE (FEET) DISTANCE FROU BASELINE middot~ (FEET)

8 STA 15+50

8 STA 17+00

66

~ 4middot

STA 18+28

IAHW (+033)

MIW ( ts8) ---

EAST

NO ORE~ STATION SHOWN FOR

REFERENCE ONLY

WEST

~00 -150 -100 -so 0 50 100 1so 21

bull I bull 2 2I bull ldHW (+033)lo4HW +033)

ti 0ti MLW (-168) I _fEu-loLW (-168) ~ ~-2middot~-2

~ J~5 bull 55 ~=-middot ~

~-

~=6 a-sNO DREDGING AT THIS STATIONNO DREDGING AT THIS STATION~-TEMPLATE SHOWN FOR REFERENCE ONLfTEiolPlATpound SHOWN FOR REFERENCE ONLY 8 -8middot

-1 -10-1 o- EAST WEST -12

EAST WEST -12-1

middot200 -150 -tOO 50 100 1 0 21 -200 -150 -100 -so 0 50 100 150 2 I

DISTANCE FROM BASEUNE (FEET) DISTANCE FR0-4 BASEliNE (FEET) DISTANCE FROM BtSEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVDBB) 2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

5679 STRAND COURT NAPLES Fl 34110 FAX (239) 594-2025 PHONE 239) 594-2021 wwwhumistonandmoorecom

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 PltgtltHgt 11 rvt 11

o

R-38 R-39

NO FILL AT THIS STATION SHOWN NO FILL AT THIS STATION FOR REFERENCE ONLY SHOWN FOR REFERENCE ONLY

1-1 oL----------------------- 0 200

DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

R-41 R-42

NO FILL AT THIS STATION THIS STATION SHOWN FOR REFERENCE REFERENCE ONLYONLY SHOWN FOR

NO FILL AT

DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

NOTES

1 RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 2 COORDINATES SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN DATUM OF 1983 EAST ZONE (NAD83) 3 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)

R-40+725R-40

10

NAVD0

~ 5 z

t lw 033 NAVDI0 (MHWL)-168 NAVD

(MLW) I~ Isect

-5 1gt0 1771 FILL TEMPLATE 18 lLLJ 62 CYFT gt

-10~--------------L-------------------

I~ f-

1~ 68 NAVDI g

(MLW) I~

I~ I~ w lLLJ 73 CYFT

II NAVD

1771 FILL TEMPLATE

0 zoo 0 200 DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

NO FILL AT THIS MONUMENT SHOWN FOR VOLUMETRIC CALCULATION ONLY

R-43 R-44

10

_ 66 NAVDlb 66 NAVD ------4-7 NAVD

I-z 033 NAVD (MHW)-lt-----033 NAVD (MHW) li -168 NAVD (MLW) -168 NAVD (MLW)15

li-5

I~ 1771 FILL TEMPLATEI~ lLLJ 41 CYFT

0 1-101~---------L_---------~------------

200 0 200 SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

4 NORTH AND SOUTH LIMITS OF BEACH FILL TEMPLATE WITHIN MAXIMUM LIMITS SHOWN ON PERMIT PLANS BY PBSampJ DATED 7312012

5 ALL FILL TO BE PLACED UPLAND OF THE GULF OF MEXICO MHWL AND WITHIN THE LIMITS OF THE BEACH FILL TEMPLATES ON 5679 STRAND COURTPERMIT PLANS BY PBSampJ DATED 731 2012 NAPLES FL 3411 0

6 AREA LANDWARD OF DUNE FILL TO BE GRADED BASED ON SITE CONDITIONS AT THE TIME OF CONSTRUCTION FAX (239) 594-2025 PHONE (239) 594-2021 wwwhumlstonandrnoorecom

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 Pltgto- 1 J --f 1 ~

~

- 6Sm11S ~ 14ltgt5_ -6 ~ 14ltgt5 11 33361SZ 1laquo5- 61lt1gt073 ~ -- 3a3-n35 14ltU$ SS70tiLgtS 14gtgtS ~ 8EitG4S =ltl6S 1laquo5 NOOOEiGlNGATiHESiE~noNS 10054 ~1 1CS 6Se355 3secto7113 -__ a=1 -middot

~7 ~~ 7ltru) - mlS ~ - =

Q611SS =

t iiNIPLAf~ iNFCiRMAfloR ~fiOBLISHEti fiY DEP) MONUMENT ESTIMATED AVAiLABLE AVAILABLE

MONUMENT NORTHING EASTlNG AZIMUTH ELEVATION EFFECTIVE FILL FILL ID NAvebull DISTANCE VOLUME VOLUME

FEET) (FEET) DEGREES) FEET (FEET) (CVIFTI CVJ R-38 6898181 3fSI7837 2700 373 R-39 13887995 3B78747 2700 484 R-40 6877938 3879638 2700 297 500 82 3100 R40+725 13870688 3879638 2700 180 73 1314 R-41 BS67856 3880516 2700 324

middotroTAL AVAILABLEVOWME-NORTH FILL TEMPLATE 4414 0gt50 6882954 3879149 1795 100 92 920 1gt50 6862963 3880149 1795 100 206 2000 2gt50 6862972 31l81149 1795 100 139 1390

TOTAL AVAILABLE VOLUME -INLET FILL TEMPLATE 4370 R-42 6B57310 3192004 2650 423 R-43 6846923 3882485 2700 484 1300 36 4680 R-44 6837015 3883591 2700 674 550 41 2255

roTAL AVAILABLE VOWME -SOUTH FILL TEMPLATE 6935 TOTAL AVAILABLE VOLUME -ALL FILL TEMPLATESlt 15719

INLET FILL TEMPATE SECTIONS

STA D+SD

J-----255------- shy10 NAVD

92 CYFT FlU VOLUME

145 CYFT DESIGN CUT

11 CYFT OVER OEPTH CUT

SOUTH

-sao -400 -350 -300 -250 -200 -fso -foo -so 50 DISTANCE FROio BASEUNE (FEET)

t2j ~ ----J w lt-bullmiddotI sect_ ~ d-6

-middotmiddot -10

[ZJ 206 CYFT FILl YOLUI4E DESICWttrr[-5BNAVD)_I OVDDtPlH(-6StiAVO)shy

[Sj 228 CYFT DESIGN CUT

[[]] 12 CYFT OYER DEPTH CLJT

NORTI-I SOUTH

-lJoo -iso -ioo -iso -doo -11so -11oo -~o amp sh J

DISTANCE FROM BASELINE (FEET)

[ZJ 139 CfrT FILL VOLUUE

bSJ 14-5 CfFT OESIGN CUT

[I] 11 CYFT OVER DEPTH

NORTH

-150 -100

STA 2+50

t~SICIICUT(-551UVO)_

DVVI0[Pffi(-65MAVD)-

CUT

SOUTH

-250 -200 -fSO -faa 50 DISTANCE FROM BASEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)

2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM

JANUARY 3 TO 11 2013 4 FILL TEMPLATE LOCATION BASED ON PERMIT PLANS BY PBSampJ DATED 7312012

5679 STRAND COURT NAPLES FL 34110 FAX (239) 594-2025 PHONE (239) 594-2021 wwwbullhumlstQnandmoorecom

Army Corps of Engineers File SAJ-1996-02789 Date 22513 P~w-P 1~ nf 1~

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT B

Original PermitModification Drawings

4

Nov 24 1997 - 101327 DCWG010JPR079S2

SHEET 1 SHEET 2

~---Approximate Ending Point

~~~--Approximate Beginnin9 Point

0 ()

X w ~

u 0

u J J ()

0 ()

x w ~

LL 0

u J gt C)

SOUTH

EXCAVATION PLAN FOR CUTS 3 amp 4A THROUGH 40 FOR PER~ITIING

PURPOSES ONLY

PROJECT

APPLICANT

CLAM BAy

PELICAN BAY SERVICES DIVISION Figure

452(1)

0 T TACKNEY FLA REG 20853

middot 199602789(IP-CC) APR6 1998

---

Nov 06 1997 - 152223 DDWG010lPR079525dwg

V D NGVD V ONGVD 0~sect t_OJJ2

-wT J _3 11--zt ~

l 15 It l 20 It L I I I

CUT 1 CUT 2 amp 3

H~ t-~~ -4 II

L 40 It L I I

CUT 4A middot

VONGW I

~ S 20 Jtl l

I I

CUT 48

~-- middot~~-w~ --- - - ~- SEE NOTE-24 1

S30ftl lI I

~ CUT 4C

1 EXISTING SECTIONS VAirf ~~2 SIDE SLOPES 0 ANGLE OF REPOSE (ASSUMED 3D)

0 2 4 6 8 10 HORIZONTAl

TYPICAL CUT SECTIONS

PROJECT CLAM BAY APPLICANT middotPELICAN BAY SERVICES DIVISiON

WILSON

MILLER

~ COLLIER ~R 1997 TACKNEY AND ASSOC INC ~~~~i - of9S 25pound lot

COASTAL ENGINEERING N01d2--oso-oo -tRPiPmiddot middot~-ppoundR79 IIGTNO -~S918 25 atJ8

Figure 452(i)

D T TACKNEY fA RpoundGbull 20115J

199602789(IP-CC) APR6 1998

-~--~ ~

NOTE bull 1 TYPICAL PIPELINE ROUTE SHOJIN FOR ILLUSTRATION PURPOSES ONLY

ACTUAl PIPELINE ROUTE TO BE DETERMINED IN THE FIELD 2 ALL ELEVATIONS ARE REFERENCED TO NGVO 1929 3 All HORIZONTAL C(X)ROJNATES ARE IN STATE PLANE COORDINATE

SYSTEM NAO 1927 FLORIOA EAST ZONE

LEGEND ~ DREDGING CUT LIMITS ~zJ VOLUMEOFCUT~3ZOOOCV

----- STAnONIPROFILELOCATION

- - - - BASELINe

G) BASELINE POINT NUMBER

R-42 ONR REFERENCE MONUMENT

~ CORE BORING LOCATION C4(59)

- bull shy middot PIPELINE ROUTE

17iiIJ 181112522 gt111141 IN1ZII2 1203111 11120010 1227241 IM21111 1231317 11131~71 1227Ut 11112071 12eG517 IIIIQOI 1$00031 IMIUU 0031n IMI8311 1300171 115038AI 1310711 1111511827 13tttn 11amp241 ta 1310771 11121031 1~7711 1115311618 lnamplll4 etaat21 1288813 8IH215U 128iUt 881174131 128Bt72 81580023

232130 21 23Z7RZI 22 2S21oampBI2 21 Ua71011

~= Z1l 2331117 27 23W7C35 28 23110100

lll80tZamp lleo8011 tlll20e32 HUHN 111321131 81N0211 8111 111871005 11875020 ~I RESTORATION

CLAMBAY

DREDGING CUT 4 -SITE PLAN FOR PELICAN BAY SERVICES DISTRICT

M IISlOIIJIOORENQNEERa IDeiINRPOFIrRO HOfm-llltE tbull

DATE21B9 ALE 8042CON-AER-CUT4 rMlESflOilIOJil410CI

iN11~ii-6-21Q1 PROJECT NO 8-042 DATUM NGVDGRIO SHEET 7 OF 21

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET OF 21

sra )

I I L ubull l t ~~

~~middotmiddot l r - II - -bull1__ -lOii amp 1Ciltj -loa -loo 40 ~ -lOii -iiM -lOll -liO ampshy

-~~~ ---~ -~~~

l l I t L ~ - ~ ~

-~- - II a+c-~-~~--_~-------~--1 ~1ila-r ~1011 - -amp ~llit - -ampo t l gount

DISJMCI nc1111 UIIlJic (Jttl) GmuG ~ uNpound ~ DIIT~ _ USDIIt (JUT)

aa _

I I I L L ~

I 1shyr~~~--~~CL~-~~~~~~_~~

I =~~-b~-m=middot~-~~-----~J~~-

IIUMIX ~ IIUUM (nl1) -rMcz _ 8MIUI1 (nDJ

1-

1 orampshy

I ~

-l -bull1__Jlll -lOii middot -ampII -lOii -lao

CIITMCI _ IUIIJIC (Jill) DlllUCS _ IIASIaC (PUT) DIITMICI _ aMI (rU1]

HM CLAM BAY

bull RESTORATION bull CUT4 CROSS-SECTIONS

~-=a~--- DATE t2D1SI8 IftlE 21042-XS I SCALEbull AS 5HOWH I middot ~)~1

Pafttr-~ un bull __ run1u wrvnJe1llln SHEEn 10 or 21

~i m-

shy

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 10 OF 21

~--ORll

~fIII (Rn)

Jn1+Jt

linua ~ yenQI1 _ ibilii-CI poundMr(lllll QIIIIiil a

-L~ I Ii_J Isectshy

-----~

- -~ - shy laEiiiliiilii C ~

U~ttmiddot

---iJUS) 199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 11 OF 21

__ ltiiiiDT-Uiil--ri ~middotno~lpound

Moli~CC IIIIWmiddot~ (Fm)

middotumiddots -~IZIR-_Q CiCIIWIJCnIJ na

_ ___~

~JiotlaaampIIZ(R511o

CLAM BAY RESTORA-TION

CUTf4- CROSS-SCTtOHS

~r-F- 1M1Eo Uftlfjl IPU _ sce OS - I ~bull ~~we Lftl rbullgtn_ ~~- ~~middot11 t)f 21

I 1

l

rasr-E ~middot cnrrJ

_ IIUEIT caK cll

cawmm bull fWD bull 1

470FT

ClriiMCZ _ (lD11

I ~~~middot1--------TI~~~~~7~7~~~~~~----~~

~ E

lltlfwE IJICII umrbull (JUT) _ _ ITA t1+CID CIIWDIITI S rK1 bull 11_1

Idmiddot ~1 middot 7f1gt~5 c I

f

IISJAMCI _ llloWOJ (Fm] DIS1NCCI _ HS[UC (rur]

_ iiiUIDI CDCmiddotshyCCIIICddTE flftlbull tt

199602789(1P-GC) MODIFICATION 1 FEB 26 1999 SHEET 12 OF 21

fIIDIUTCOIIIIoiM COWPDIQl bull nGS bull ltDI -middotshy

I

DIITA~far it ~r (nrrJ

Illamp 14+11 ~middotIUSmiddot

It------~~~----~ ~~

~

DlloUUI ~ ampUIUII (Fm]

HM CLAMBAY

RESTORATION CUT4 CROSS-SECTIONS

rl~rrmiddot_bullbullrlbullbulllbullbull-1middot~Aubull_bullbull~u-~bull~bull---il~sC4u~bulloWH-II _ (a-11) _Jall PROJECT HO -C42 SHEpound1 t2 or 21

fOIIIr~~cr ~ bull - -za16 bull

t-------r~------~ ~~

~ I _ _

~ coc -C2 CCIIUOSIIKDCSbullJIJI

amt~ ~ MIIUII (rio)

IIIITMCI fJICJIIII IUilllll (f1D1

199602789(JP-CC) MODIFICATION 1 FEB 26 1999 SHEET 13 OF 21

amMa _ IMIUC 0111)

___tml)

-shy

-- shy tml)

I

llfffff

- -- (im)

____

-shy idiiiiiC1 ~

t~l urrtn~ I

I ---ill)

-shy a-

---tml)-shy ~ COiiE-middotca DIIIPamr -

----lim)

HM -=A~-r ~-middot shy

CLAM BAY RESTORATION

CUT4 CROSS-SECTIONS FOib IEIJCAII MY SfJMCES DISlliiCI

DAm middot~bullIVbull _I FUr -t-xs I SCAUo AS-P1IOJpoundCT IIOr --oa f DATIJIO HIMJ01111 I -lTbull U OF 21

I5

-I ~middot1 ~ I

_ MEMES~ ca middotmbull CCIIIICSTT ntEII bull JtJ1

o-Il

middot yen Ill~middot - middotLU7

IIIST~ nGIIIImiddotUsaIJC (mrJ

liiUitCII COli- C4 cawosm bull rliCS

Ii_-1 ~l I 1 ~middotl middot~ I

I

- IIUMSf =- - C1CIDIIJJII bull PMraquo bull an

I

CISITAICil_liimMmul

aU~mrrCIIIII-tswaa1u CIMDTT S ES bull IU

IIel ~ 1 tbulll------~~==~middot------~1

ishyDmZ USlPK (riD) DCifAMCIInDit~(nD)

~~middot--~-tnDl

JIUIESICIIIII_CII COWSSt bull ncm bull 1a

J7

--r CC CSI ~SnGbullILIbullI

L ~~I iogtT I

--f

war 160 160 - bull

CIIT~ ~ IAIIUtfmiddot~ -shy asrmiddotea ~UICtiiUOmE ncsmiddot IJoUI

llool bull -IM it

-~ -middotaaalull (~

ca--~~~middot CCIIUOSJtSfMSbull znr

~~ ~

I ~ot----~~----1

Imiddot -- - t6a - tia middot -z

~-~(rm)

aT CCIamp-U1 ~-Snclbull IUS

I shyt i

war

bull160 160 UAIKI MlllJM( (PB1)

CLAM BAY RESTORATION

middot CUT4 CROSS-SECTIONSHMFOR PEUCAH BAT SDMCES DJSTRICf

DATE 10118 SCALpound1 AS SHOWNt_llriRCIIIIflllnlaquoITCit~middot-~ MIU2 1410CNI) --n PROJECT NO 8-0U SHEeT t 4 OF 21

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 14 OF 21

shy -~CDIIE-CI cowasnE bull nua

rnTMCt hall Ulllll (IIEJ]

EIISTNICI rami PIIIJJC (PUQ

IJIItUCI F1ICII IIUIUME (lUrJ

1 IIITMCE ntclf IASI1liC cnrrJ

HM CLAM BAY

bull RESTORATION CUT 4 CROSS--SECTIONS bull lc BEACH DISPOSAL SECTIONS

- FORt PEUCAH BAT 5EHVICES DISTRICT

~middot ~ r~~~~~m u (WI) ~

DATE 1201SIB SCAlpound1 AS 5HOWH

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 15 OF 21

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT C

Standard Manatee Conditions for In-Water Work

5

STANDARD MANATEE CONDITIONS FOR IN-WATER WORK 2011

The permittee shall comply with the following conditions intended to protect manatees from direct project effects

a All personnel associated with the project shall be instructed about the presence of manatees and manatee speed zones and the need to avoid collisions with and injury to manatees The permittee shall advise all construction personnel that there are civil and criminal penalties for harming harassing or killing manatees which are protected under the Marine Mammal Protection Act the Endangered Species Act and the Florida Manatee Sanctuary Act

b All vessels associated with the construction project shall operate at Idle SpeedNo Wake at all times while in the immediate area and while in water where the draft of the vessel provides less than a four-footclearance from the bottom All vessels will follow routes of deep water whenever possible

c Siltation or turbidity barriers shall be made of material in which manatees cannot become entangled shall be properly secured and shall be regularly monitored to avoid manatee entanglement or entrapment Barriers must not impede manatee movement

d All on-site project personnel are responsible for observing water-related activities for the presence of manatee(s) All in-water operations including vessels must be shutdown if a manatee(s) comes within 50 feet of the operation Activities will not resume until the manatee(s) has moved beyond the 50-foot radius of the project operation or until 30 minutes elapses if the manatee(s) has not reappeared within 50 feet of the operation Animals must not be herded away or harassed into leaving

e Any collision with or injury to a manatee shall be reported immediately to the Florida Fish and Wildlife Conservation Commission (FWC) Hotline at 1-888-404-3922 Collision andor injury should also be reported to the US Fish and Wildlife Service in Jacksonville (1-904-731-3336) for north Florida or Vero Beach (1-772-562-3909) for south Florida and to FWC at I mperiledSpeciesmyFWCcom

f Temporary signs concerning manatees shall be posted prior to and during all in-water project activities All signs are to be removed by the permittee upon completion of the project Temporary signs that have already been approved for this use by the FWC must be used One sign which reads Caution Boaters must be posted A second sign measuring at least 8 by 11 explaining the requirements for Idle SpeedNo Wake and the shut down of in-water operations must be posted in a location prominently visible to all personnel engaged in water-related activities These signs can be viewed at MyFWCcommanatee Questions concerning these signs can be sent to the email address listed above

I Iii

Ill I All project vessels

IDLE SPEE NO AK

When a manatee is within 50 feet of work all in-water activities must

UT

IIi i it r i jur trt t bull

ild I 1-888-404-FWCC(3922)

orcell

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT D

Biological Opinion

6

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT E

Statewide Programmatic Biological Opinion

7

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT F

Self-Certification Statement of Compliance

8

--------------------

---------------------------------------------------------

-----------------------------------------------------

----------------

----------------------------

SELF-CERTIFICATION STATEMENT OF COMPLIANCE

Permit Number NW-3 Application Number SAJ-1996-02789

Permittees Name amp Address (please print or type)

Telephone Number

Location of the Work

Date Work Started Date Work Completed ________________

Description of the Work (eg bank stabilization residential or commercial filling docks dredging etc)

Acreage or Square Feet of Impacts to Waters of the United States

Describe Mitigation completed (if applicable)

Describe any Deviations from Permit (attach drawing(s) depicting the deviations)

I certify that all work and mitigation (if applicable) was done in accordance with the limitations and conditions as described in the permit Any deviations as described above are depicted on the attached drawing(s)

Signature of Permittee

Date

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT G

Permit Transfer Request

9

DEPARTMENT OF THE ARMY PERMIT TRANSFER REQUEST

PERMIT NUMBER SAJ-1996-02789

When the structures or work authorized by this permit are still in existence at the time the property is transferred the terms and conditions of this permit will continue to be binding on the new owner(s) of the property Although the construction period for works authorized by Department of the Army permits is finite the permit itself with its limitations does not expire

To validate the transfer of this permit and the associated responsibilities associated with compliance with its terms and conditions have the transferee sign and date below and mail to the US Army Corps of Engineers Enforcement Section Post Office Box 4970 Jacksonville FL 32232shy0019

(TRANSFEREE-SIGNATURE) (SUBDIVISION)

(DATE) (LOT) (BLOCK)

(STREET ADDRESS) (NAME-PRINTED)

(MAILING ADDRESS)

(CITY STATE ZIP CODE)

Page 13: JACKSONVILLE DISTRICT CORPS OF ENGINEERS …...FORT MYERS, FL 33919 REPLY TO ATTENTION OF Regulatory Division FEB 2 8 2013 South Permits Branch/Fort Myers Section SAJ-1996-02789 (NWP-WDD)

B c D E F G H I J K L M N 0 p Q

R s T u v w X y z

AA BB cc DO

3882294 3882590 3883503 3884494 3884983 3885366 3884585 3884874 3888558 3887526 3887855 3888540 3888076 3887188 3886940 3885844 3888007 3886177 3886144 3885913 3885732 3885594 3885204 3884835 3884445 3884054 3883584 3883149 3882289

6864033 6864179 6864586 6864831 6864893 6865236 6867151 6868233 6869815 6869157 6868769 6867433 6867167 6867812 6868267 6867539 6867341 6866860 6866351 6865816 6865287 6864780 6864389 6864042 6863687 6863332 6863151 6862907 6863582

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 D~n-a A + 1 l

TYPICAL DREDGE CUT FOR INLET STATIONS (0+00 TO 3+645) (STATION 1+00 SHOWN FOR REFERENCE ONLY)

--------~--~-7------=--= EXISTING( - o=sLOPE BEACH PROFILE (VARIES)

120--------------MHW +033 NAVD (161 NGVD)

---------------MLW -168 NAVD (-04 NGVD)

~1---------------BEACH COMPATIBLE SAND TO BE PLACED WITHIN THE FILL TEMPLATE LIMITS ON THE NORTH OR SOUTH SIDE OF THE PASS

-================= -58 (-45 NGVDl DESIGN CUT--J-------1-------l~- -63 NAVDNAVD ( -50 NGVD 05 OVER DEPTH ALLOWANCE 1-------45----shy

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013

5679 STRAND COURT NAPLES FL 341 10 FAX (239) 594-2025

~~tJ~~~2-~~~--~C~ 1 __ _

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 n --- c -C 11

STA -3+00

I NO DREDGING AT THIS STATION

TEIIPLATE SHOWN FOR REFtRENCE ONLY

-1QshyNORTH SOUTH

1 1 1-

1loo -dso -3oo -iso -ioo -1 so -1

1oo -~o 6 so

STA -1+50

-1QshyNORTH

_Joo -iso -~oo -iso -ioo

= NO DREDGING AT THIS STATION

TEUPLATE SHOWN FOR REFERENCE ONLY

-11so -11oo -bo 6

SOUTH

so 1

DISTANCE FROM BASEUNE (FEET) DISTANCE FROid BASEUNE (FEET)

~ 4

2 HW (+033)

8 ~-LW(-166)~~

z ~-4middot

sect-bull -8middot

-1oshyNORTH

- 1 ~~oo -~so -lao

STA -4+00

-iso -ioo

I I I

___)

NO DREDGING AT THIS STATION Tpound1-PLATE SHOWN FOR REFERENCE ONLY

-lso -oo -So 6

I

SOUTH

so 1

STA -2+50

- shy-8

-1Q-i NO~TH - 1 ~400 -~50 -300 -zso -zoo

= NO DREDGING AT THIS STATION

TEMPLATE SHOWN FOR REFERENCE ONLY

-fso -roo -so 0

I

SOUTH

so

w4

i Zmiddot

STA -1+00

- 114-W (+Oll)

-____or--shy ~ NO DREDGING AT THIS STATION

TEJPlATE SHOWN FOR REFtRENCE ONLY

-1DshyNORTH SOUTH

-12~~r----r----r--r----------------------~---~ -~oo -3so -3oo -zso -zoo -1so -100 -so o 50

DISTANCE FROM BASELINE (FEET)

8

6

4

2 MHW (+033)

MLW (-168)

NORTH

middot-shy --shy L

NOTES

STA -3+50

_U NO DREDGING AT THIS STATION

TEMPLATE SHOWN FOR REFERENCE ONLY

SOUTH

--shy --shy middot-shy --shy ~ T --DISTANCf fR014 BASELINE (FEET)

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL 2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC

DISTANCE FROM BASELINE (FEET) DISTANCE FROM BASEUNE (FEET)

STA -2+00 STA -0+50

~ 4 2 2middot

UHW (+033) - J 14HW (+Ol3)

MLW (-158) 1rH o ~ ~

NO DREDGING AT THIS STATION TtMPLATE SHOWN FOR REFtRENCE ONLY

NO DREDGING AT THIS STATION TEMPLATE SHOWN FOR REFERENCE ONIY -middot

-1DshyNORTH SOUTH NORTH SOUTH

1 -12_-------r--r-------~-----------------~~1 1 1-~so -~oo -iso -ioo -1 so -1 oo -~o 6 5o -4oo -gt5o -3oo -250 -zoo -150 -100 -so o so DISTANCE FROM BASEUNE (FEET) DISTANCE FROid BASEUNE (FEET)

DATUM OF 1988 (NAVD88)

FROM JANUARY 3 TO 11 2013

5679 STRAND CDURT NAPLES FL 34110 FAX (239) 594-202S ~_HN~J~~L-~~~-~0~1__ _

g 0

g z 0tishysectshy

-1

-1

0 4

~ z -

8 ~-2 z ~-4

sect-middot -middot -1Qshy

1- Joo

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 P~o-p n nf 1 i

000~ Il - shy

STA 0+00 STA 0+75

Dl

ULW -158)

o-4~ 4

2 2middot _ 14HW (+033) tIHW +033)

ii ~MLW ( middot) _z _2 z Q_4~-4 It

OESIGIIGUT(-5BWvtl)_ DtsGNCUT(-SftWYD)_ OVOotPTH(-6lWvtl)- 0VtRDEPTH(-6JWVll) shy-bull-1~-middot

hs] 111 CYFT DESIGN CUT -middot-middotmiddot [I] t1 CYFT OVER DEPTH CUT-1 -1

SOUTHNORTH SOUT~ -124-~---~~---r--------------------------- -12 1 1 I I I

-400 -350 -soo -250 -zoo -1 so -100 50 -400 -350 -too -iso -ioo -150 -100 -so so DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 0+25

s 4middot 0

3 2middot~j gt

-uH~5 )

tllW - ltltgt~ I

(-168)

DSIOIICUT(-SBtuvtl)_ OvtROtPTH(-SlWvtl) shy

hsJ 149 CYFT DESIGN CUT

CD 11 CYFT OVER DEPTH CUT -1 NORTH SO~TH I

I-smiddotso -300 -tso -too -fso -100 --o 0 50

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 1+25STA 0+50

~ bullmiddot ~ j~ ------ ~ -2middot z ~-4middot

bSj 146 CYFT DESIGN CUT ~-middot -middotmiddot CO 11 CfFT OVER DEPTH CUT-10

SOUTHNORTH SOUTH -121-~--~---------------------~-~-------~~ _0-400 -350 -300 -250 -200 -150 -100 -50 0 so 50

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

STA 1+00Dl 4

OESION CUT (-SB WVD) ___ DVERD[PTH(-SJNlvtl)-

-350 -300 -zso -zoo -150 -foo

SOUTH

50

~HW(+o-gt1

z ~-4 gtij-6

-middot -10

-124-~------r-----~-----~--r--~~--~-------~~ -400 -350 -300 -2so -200 -1so -100 -so o so

DISTANCE FROM BASEUNE (FEET)

STA 1+75

0 4

~ 2

-- oj~~HW ------~--==-~~~~~$~gtlt--11(+o~J8 MLW (-168) ~ -~- _ ~ bull_r

~-2 z ~-4

DtsiGNClJT(-5BNAVD)_sect-s OVERDiiTN(-5JIUVD)-

rs) 202 CYFT DESlCN CUT-middot [[]) 12 CYFT OVER DEPTH CUT-10

SOUTI-I -12 I NO~TH I l I l [ I I I

-4DO -~so -30D -zso -zoo -1so -100 -so b so

DISTANCE FROM BASEUNE (FEET)

STA 2+00

0 4

~jbullHW(+033) ~~ ~ I8 MlW (-168) ~-2

~-4 DtSIGIICliT(-58NlVD)_

~-6 ovt~ otrm (-~5middot wvo) shy

SOUTH

-too -fso -foo -so 50

DSTANCE FROM BASEUNE (FEET)

-middot -1

-3oo -tso

5679 STRAND COURT NAPLES FL 3411 D FAX (239) 594-2025 PHONE (239) 594-2021 wwwhumlstonandmoorecom

STA 1+50

D[SIGNCUT(-58Wvtl)_ DVEROtPTH(-6JHIIVll) shy

bSJ 228 CYFT DESIO~ CUT

ITJ] ll CYFT OVER DEPTH CUT

middotNORTH SOUTH

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 o- 7 f 1 ~

-350 -3oo -tso -too -1so -foo

3a-l TY~TUololJ

-1

~ 274

OJ 27 CYFT OVER

NORTH

-fSO

STA 5+00STA 2+25 STA 4+10

~ 4 ~4

000(-1

DESGtIGUT(-58WAV0)_1 DVEROEPTII(-5ltllvtl)-

~4 Iltt 2middot lt~2middotlt~3 ~IIHW +0bull 33) w (+middot) = I I ~38

2ojw (-168) v=8SSSYg__jbullLw (-168) I ~-2 z

~-2 ~-4 OESIGNCUT-SINAVD)_ bgt) gtI)-)) G~E~~~=~~~~-3 ~-6 OVGDEPIH(-SJIUVD)shy

D 121 CYFT DESH3N CUT-41 [SJ 171 CfrT DESIGN CUT CYFT OESICN CUT-middotmiddot ITJ] 11 ((FT OVER DEPTH CUT DEPTH CUT-sl rn 11 CfFT OVER DEPTH CUT -10 tIORTH SOUTH NORTH SOUTH SOUTH

1 1 -12~~--~------~---~---~~--~---------------~-~Joo -$so -~oo -dso -doo -t so -1 oo -1( 6 sh -400 -350 -300 -250 -200 -150 -100 -50 -foo -so so 100 150 200 DISTANCE FROU BASEUNE (FEET) DISTANCE FRO~ SASEUNE (FEET) DISTAHCE FROliC BASELIHE (fEET)

STA 2+50

0~ 4 gt2 2middot 2

-l ti ~ sect_4

4

2 JIHW +033)

STA 3+30

0-2Jw (-16

8) ~-ltgt~ I

D 17 CYFT DESIGN CUT

ITJJ t I CYFT OVER DEPTH CUT

NORTH SOUTH 1 1 1 1-ioo b 1

~ d-6 -8

-10 SOUTH

50 -tJoo -~so -3oo -dso -tso -1 oo -ho so -roo -50 5middoto 100 150 200 DISTANCE FRO~ BASEUNE (FEET) DISTAHCE FROM BASELIHE (FEET)

STA 3+645 STA 5+10

0 4~4 2middot

3 2 JMHW +033)-_J~ ti 0

8~ -2jw (-168) B0 jw (-16 )~-2

~-4 ~-4middot 100--000-0

f ) 1 I 1 ) IYi ~E~~ ~ ~~~~-6 ~-6 -8 [Sj 108 CYFT DESIGN CUT -8 (sJ 248 CYrT OESlGN CUT

ITJ] 11 CYFT OYER DEPTH CUT rn 27 cvrr ovER DEPTH cuT-10 -1 NORTH SOUTH NORTH SOUTH

1 1

--p~ I

1 1 15middoto -tJoo -~so -ioo -dso -ioo -1 so -1 oo -~o b sh -1doo -1 so -1 oo -~o 6 sh 16o H~o 20

DISTANCE FROM BASELINE (FEET) DISTANCE FROid BASEUNE (fEET) DISTANCE FROliC BASELINE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 PRECDNSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

5679 STRAND COURT NAPLES FL 34110 FAX (239) 594-2025 ~_H_(NtJf_~~Ll~-~~1__ _

_ o-=IIIHW l-t0bull5Y) oogt~ lt(y

~G~~ ~==~ ~~~ ~

~ 4

~ 2middot

[SJ 145 CYFI DESIGN CUT

[I] 11 CfFT OV[R DEPTH CUT

NORTH

-350 -300 -250 -200 -150

DISTANCE FROtt BASEUNE (FEET)

STA 2+75

-foo -~o

_ o-=IMHW t+0bull55) ~ (

o~~~ ~~ ~~ -1

-250 -200 -fso -100 -middotbullO

SOUTH

-1

~ 275 CYFT DESIGN CUT

[I] 26- CYFT OVER DEPTH CUT

NORTH

-fso

STA 4+60

SOUTH

Army Corps of Engineers File SAJ-1996-02789 Date 22513 PltoP R of 1 i

STA 5+60

~4 2middot3 JMHW (+033)

IALW -168

) gt gt ) gtJ==~~~a~ ~=~ ~~

[Sj 185 CYfrT DESIGN CUT

21 CYFT OVER DEPTH CUT

NORTH SOUTH

-fso -foo -50 o smiddoto

[I]

200 DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 6+10 STA 7+50

-obull ~ 4middot

~ 2middot t

2 J11HW (+033)I

~ O MLW (-168) --2 z

~ btsiGNCUT(-UNIVll)

K ( 6 ( 1 0r J ==~o~E~~ ~ ~~ titCt--==OVEDEPTH(-IlIIVll)= [Sj 17 rtFT DESIGN CUTCYFT DESIGN CUT -8

m 07 CYFT OYER DEPTH CUT

- nJMnn TVogtgt)

~LW (-168)

[Sj 109

oJ 17

NORTH

-rso 260 -tdoo -lso -ioo -bo 6 5b tdo 1Jo 260

rrjFT OVER DEPTH CUT -10

WEST EASTSOUTH

-foo -so 5o 100 1$0 200 -1Joo -115o -loa -~o 6 sb 16o 1o

STA 8+50STA 7+10

~ 4middot0 4

i MHW (+033)

Ef oj~ALw (-168) --2 ~0 gtonn bullbull

[SJ 105 CYFT

~~~~--------------~==~-=====~~===========]z ~-4 _J Hmiddot)_____ I_ DESIGNOE~~ (-51 NIVD) yf 5 (I) ((I f (I 9rf ==~c~~~ ~ ~

-~~-6 -8-J bS) 16 ClFT DESIGN CUT DESIGN CUT

CD tD ClFT OVER DEPTH CUT ITJ 22 CYFT OVER DEPTH CUT-10 -10

WEST EAST WEST EAST 1_Joo -11 -11 -~o b sb 1Jo 1~0 2o -t_Joo so 1oo -~o 6 5h 1Jo tdo 2amposo oo -1 -1

DISTANCE FROM BASEUNE (rEET)

STA 9+00

0 4

MHW +D33) 0

ti jMtw lt us) ~x_ lt_z z ~-4middot -lt Ilt ( ( ((Ilt (t) I ~~ ~~ =~~~

~-middot -8-J bSJ 127 CfFT DESIGN CUT

rn 25 CYFT OYER DEPTH CUT-10 WEST EAST

I)

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 8+00 STA 9+50STA S+SO

0 4middot~4 ~4 ~ 2middot MHW (+055) MHW (+D33bull) ~MHW (+033)

E0 loLW (-168)li jMLW ( 168) I I

shy

I emiddotojMLW ( 168) 7 ~ I I --2 --2 -z

z-~--~ DESIGNCUT(-bullsNIVb)~-4 ~-4middot~-4 _DESIONCUT(-5 5HAVD) ~==WEI1DEItH(-53NIVIl)-DVERDEPTH(-551UVIl)~-middot ~-middot ~-middot

-B-J rs) 52 cfFT DESIGN CUT [Sj 108 CfFT DESIGN CUT-8-l [Sj 31 CIFT DESIGN CUT -8 [I] 14 CYFT OYER DEPTH CUT ITJ 26 Cln OVER DEPTH CUTrn 11 CIFT OVER DEPTH CUT -10-10 -10 WEST EASTNORTH SOUTH WEST EAST

_~2tOO~r-~-r-~-~-r~~~--~~---------=~~ -12 j I I I Q l Q I 6 -1z-r--r----r----r----r----r--r--~--------_ -150 -roo -so 200 -200 -15o -too -so so 1 o 1so 2 a -200 -ISO -100 --o 50 200

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

5679 STRAND COURT NAPLES FL 34110 FAX (239) 594-2025 PHONE (239) 594-2021 wwwhum1stonandmoorecom

Army Corps ofEngineers File SAJ-1996-02789 Date 22513

8 STA 10+00

6

lt I2 4

MHW (+0bull 53)

li E l MLW (-16S) ~ 1amp-2middot z z

Q-4middot0 ~ I NO OREOGINO AT THIS STATION ~-~=

TEIIPLATE SHOWN fOR REfERENCE ONLY

4

-10

-12middot

6

4

2 MHW (+03J)

STA 10+19

UIW (-168)

NORTH

~ ~J NO DREDGING AT THIS STATION

TEUPLAT SHOWN FOR REFERENCE ONLY

SOUTH

-no -150 -100 -so b 50 ulo do 2

8

6

B

lt ~ 23 1

4

g g z 0 6

i- ~-

~- ~-

_-I o-_ 1gtshy

-I

1gt- WEST EAST __ ~ J--- middotshymiddot-- middot- middotshy

DISTANCE FROM BASEUNE (FEET)

DISTANCE FROM BASEUNE (FEET)

STA 10+50

s

)

~ 6 i shy

shyNO DREDGING AT THIS STATION shy

TEMPLATE SHOWN FOR REFERENCE ONLY

-I )

NORTH SOUTH _

200 shy-rso -foe DISTANCE FROM BASEUNE (FEET)

NOTES

STA 11+00

I

MHW (-+033)

MLW (-168)

NORTH

~ A NO DREDGING AT THIS STATION

TtMPLATE HDWN fOR REFERENCE ONLY

SOUTH

DISTANCt FROM BASEUNE (FEET)

STA 11+50

MHW +033)

MLW (-168)

~ J NO DREDGING AT THIS STATION

Tpound14PLATE SHOWN fOR REFERENCE ONLY

NORTH SOUTH

DISTANCE fRO~ BASEUNE (FEET)

STA 12+00

ltHW (-+033)

IILW ( 168)

~ NO DREDGING AT THIS STATION

TEI4PLATE SHOWN FOR REFERENCE ONLY

NORTH SOUTH

00 -1SD -100 -so 6 50 100 ISO 2

DISTANCE FROM BASEUNE (FEET)

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

1 lt-4 gt2

loHW (+053)

9 0

-2 z ~-4

STA 13+00

~ ~-middot

-6

NO DREDGING AT THIS STATION SHOWN FOR

REFERENCE ONLY

-10 NORTH

-12 -200 -150 -100 -50 50

DISTANCE FROid BASEUNE (FEET)

100

SOUTH

I 0 200

1 lt-4

2middot lo1HW (+053)

STA 1l+50

-z ~-4g-6

-8

-10 NORTH

-12 -200 -150 -100

~ NO DREDGING AT THIS STATION SHOW~gt~ FOR

REFERENCE ONLY

-50

SOUTH

200

DISTANCE FROid BASEUNE (FEET)

B STA 14+00

6

I 4

2 MHW (+OJ3)

go- MLW (-168) I z sshy~-

~ NO DREDGING AT THIS STATION SHOWN FOR

REFERENCE ONLY

NORTH SOUTH

-- middotshyDISTANCE fROid BASEUNE (FEET)

5679 STRAND COURT NAPLES Fl 3411 0 FAX (239) 594-2025 PHONE (239) 594-2021 www_huiTlhdonondmonre_com

Army Corps of Engineers File SAJ-1996-02789 Date 22513 n_ -- 1 A - 1 -

STA 16+00 STA 17+50STA 14+50 sshy 1 c 4middot~ 4middot 5

4 ~ 2middot gt

2 IAHW (+033)- IIHW (+033)

0 -3 2middot ltmiddot

EAST

-fSO

bull1bull0~--------~~~==~~======= ~ MLW (-168) t-2middot

~ -z MLW (-168)

~-4NO DREDGING AT THIS STATION SHOWN FOR

REFERENCE ONLY NO DREDGING AT THIS STATION NO DREDGING AT THIS STATION~-6i~= TEIAPLATE SHOWW FOR REFERENCE ONLY TEIAPLATE SHOWN FOR REFERENCE ONLY

-8middot-8middot

-10-1DshyWEST

1 1WESTNORTH SOUTH ~ EAST

-12 I I I I I -

1dao -t so -1 oo _o 6 sh t6o do 2o -fOO -raquo0 0 Sb 100 150 200 -200 -150 -100 -~0 0 5o tampo 150 200

DiSTANCE FR04 BASELINE (FEET) DISTANCE FROM BASEliNE (FEET) DIS)ANCE FROM BASEUNE (FEET)

8

6 STA 16+50

bull 2

o1HW (+033)

loLW (-168) --

middotshy I 6middot

NO DREDGING AT THIS STATION

8shy TDIPtATE SHOWN FOR REFERENCE ONLY

o- EAST WEST

L

STA 15+00 STA 18+00

1

I 0 4middot gt2

IIHW (+033)

8 0 ldlW (-1688 ~-2I ~-

~-4~ NO DREDGING AT THIS ~= STATION SHOWN FORlt REFERENCE ONLf~-6NO DREDGING AT THIS STATION

TEIIPLATE SHOWN FOR REFERENCE ONLY -8

-1 -10 EAST WEST

-1DshyWEST

-12 1 I I I ~ EAST

_Joo -11so -11oo -~o 6 sb H~D do 2bo -1 -200 -150 -loa -~0 0 100 1~0 200

DISTANCE FROJA BASEUNE (FEET) DISTANCE FR0-4 BASEliNE (FEET) DISTANCE FROU BASELINE middot~ (FEET)

8 STA 15+50

8 STA 17+00

66

~ 4middot

STA 18+28

IAHW (+033)

MIW ( ts8) ---

EAST

NO ORE~ STATION SHOWN FOR

REFERENCE ONLY

WEST

~00 -150 -100 -so 0 50 100 1so 21

bull I bull 2 2I bull ldHW (+033)lo4HW +033)

ti 0ti MLW (-168) I _fEu-loLW (-168) ~ ~-2middot~-2

~ J~5 bull 55 ~=-middot ~

~-

~=6 a-sNO DREDGING AT THIS STATIONNO DREDGING AT THIS STATION~-TEMPLATE SHOWN FOR REFERENCE ONLfTEiolPlATpound SHOWN FOR REFERENCE ONLY 8 -8middot

-1 -10-1 o- EAST WEST -12

EAST WEST -12-1

middot200 -150 -tOO 50 100 1 0 21 -200 -150 -100 -so 0 50 100 150 2 I

DISTANCE FROM BASEUNE (FEET) DISTANCE FR0-4 BASEliNE (FEET) DISTANCE FROM BtSEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVDBB) 2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

5679 STRAND COURT NAPLES Fl 34110 FAX (239) 594-2025 PHONE 239) 594-2021 wwwhumistonandmoorecom

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 PltgtltHgt 11 rvt 11

o

R-38 R-39

NO FILL AT THIS STATION SHOWN NO FILL AT THIS STATION FOR REFERENCE ONLY SHOWN FOR REFERENCE ONLY

1-1 oL----------------------- 0 200

DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

R-41 R-42

NO FILL AT THIS STATION THIS STATION SHOWN FOR REFERENCE REFERENCE ONLYONLY SHOWN FOR

NO FILL AT

DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

NOTES

1 RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 2 COORDINATES SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN DATUM OF 1983 EAST ZONE (NAD83) 3 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)

R-40+725R-40

10

NAVD0

~ 5 z

t lw 033 NAVDI0 (MHWL)-168 NAVD

(MLW) I~ Isect

-5 1gt0 1771 FILL TEMPLATE 18 lLLJ 62 CYFT gt

-10~--------------L-------------------

I~ f-

1~ 68 NAVDI g

(MLW) I~

I~ I~ w lLLJ 73 CYFT

II NAVD

1771 FILL TEMPLATE

0 zoo 0 200 DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

NO FILL AT THIS MONUMENT SHOWN FOR VOLUMETRIC CALCULATION ONLY

R-43 R-44

10

_ 66 NAVDlb 66 NAVD ------4-7 NAVD

I-z 033 NAVD (MHW)-lt-----033 NAVD (MHW) li -168 NAVD (MLW) -168 NAVD (MLW)15

li-5

I~ 1771 FILL TEMPLATEI~ lLLJ 41 CYFT

0 1-101~---------L_---------~------------

200 0 200 SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

4 NORTH AND SOUTH LIMITS OF BEACH FILL TEMPLATE WITHIN MAXIMUM LIMITS SHOWN ON PERMIT PLANS BY PBSampJ DATED 7312012

5 ALL FILL TO BE PLACED UPLAND OF THE GULF OF MEXICO MHWL AND WITHIN THE LIMITS OF THE BEACH FILL TEMPLATES ON 5679 STRAND COURTPERMIT PLANS BY PBSampJ DATED 731 2012 NAPLES FL 3411 0

6 AREA LANDWARD OF DUNE FILL TO BE GRADED BASED ON SITE CONDITIONS AT THE TIME OF CONSTRUCTION FAX (239) 594-2025 PHONE (239) 594-2021 wwwhumlstonandrnoorecom

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 Pltgto- 1 J --f 1 ~

~

- 6Sm11S ~ 14ltgt5_ -6 ~ 14ltgt5 11 33361SZ 1laquo5- 61lt1gt073 ~ -- 3a3-n35 14ltU$ SS70tiLgtS 14gtgtS ~ 8EitG4S =ltl6S 1laquo5 NOOOEiGlNGATiHESiE~noNS 10054 ~1 1CS 6Se355 3secto7113 -__ a=1 -middot

~7 ~~ 7ltru) - mlS ~ - =

Q611SS =

t iiNIPLAf~ iNFCiRMAfloR ~fiOBLISHEti fiY DEP) MONUMENT ESTIMATED AVAiLABLE AVAILABLE

MONUMENT NORTHING EASTlNG AZIMUTH ELEVATION EFFECTIVE FILL FILL ID NAvebull DISTANCE VOLUME VOLUME

FEET) (FEET) DEGREES) FEET (FEET) (CVIFTI CVJ R-38 6898181 3fSI7837 2700 373 R-39 13887995 3B78747 2700 484 R-40 6877938 3879638 2700 297 500 82 3100 R40+725 13870688 3879638 2700 180 73 1314 R-41 BS67856 3880516 2700 324

middotroTAL AVAILABLEVOWME-NORTH FILL TEMPLATE 4414 0gt50 6882954 3879149 1795 100 92 920 1gt50 6862963 3880149 1795 100 206 2000 2gt50 6862972 31l81149 1795 100 139 1390

TOTAL AVAILABLE VOLUME -INLET FILL TEMPLATE 4370 R-42 6B57310 3192004 2650 423 R-43 6846923 3882485 2700 484 1300 36 4680 R-44 6837015 3883591 2700 674 550 41 2255

roTAL AVAILABLE VOWME -SOUTH FILL TEMPLATE 6935 TOTAL AVAILABLE VOLUME -ALL FILL TEMPLATESlt 15719

INLET FILL TEMPATE SECTIONS

STA D+SD

J-----255------- shy10 NAVD

92 CYFT FlU VOLUME

145 CYFT DESIGN CUT

11 CYFT OVER OEPTH CUT

SOUTH

-sao -400 -350 -300 -250 -200 -fso -foo -so 50 DISTANCE FROio BASEUNE (FEET)

t2j ~ ----J w lt-bullmiddotI sect_ ~ d-6

-middotmiddot -10

[ZJ 206 CYFT FILl YOLUI4E DESICWttrr[-5BNAVD)_I OVDDtPlH(-6StiAVO)shy

[Sj 228 CYFT DESIGN CUT

[[]] 12 CYFT OYER DEPTH CLJT

NORTI-I SOUTH

-lJoo -iso -ioo -iso -doo -11so -11oo -~o amp sh J

DISTANCE FROM BASELINE (FEET)

[ZJ 139 CfrT FILL VOLUUE

bSJ 14-5 CfFT OESIGN CUT

[I] 11 CYFT OVER DEPTH

NORTH

-150 -100

STA 2+50

t~SICIICUT(-551UVO)_

DVVI0[Pffi(-65MAVD)-

CUT

SOUTH

-250 -200 -fSO -faa 50 DISTANCE FROM BASEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)

2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM

JANUARY 3 TO 11 2013 4 FILL TEMPLATE LOCATION BASED ON PERMIT PLANS BY PBSampJ DATED 7312012

5679 STRAND COURT NAPLES FL 34110 FAX (239) 594-2025 PHONE (239) 594-2021 wwwbullhumlstQnandmoorecom

Army Corps of Engineers File SAJ-1996-02789 Date 22513 P~w-P 1~ nf 1~

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT B

Original PermitModification Drawings

4

Nov 24 1997 - 101327 DCWG010JPR079S2

SHEET 1 SHEET 2

~---Approximate Ending Point

~~~--Approximate Beginnin9 Point

0 ()

X w ~

u 0

u J J ()

0 ()

x w ~

LL 0

u J gt C)

SOUTH

EXCAVATION PLAN FOR CUTS 3 amp 4A THROUGH 40 FOR PER~ITIING

PURPOSES ONLY

PROJECT

APPLICANT

CLAM BAy

PELICAN BAY SERVICES DIVISION Figure

452(1)

0 T TACKNEY FLA REG 20853

middot 199602789(IP-CC) APR6 1998

---

Nov 06 1997 - 152223 DDWG010lPR079525dwg

V D NGVD V ONGVD 0~sect t_OJJ2

-wT J _3 11--zt ~

l 15 It l 20 It L I I I

CUT 1 CUT 2 amp 3

H~ t-~~ -4 II

L 40 It L I I

CUT 4A middot

VONGW I

~ S 20 Jtl l

I I

CUT 48

~-- middot~~-w~ --- - - ~- SEE NOTE-24 1

S30ftl lI I

~ CUT 4C

1 EXISTING SECTIONS VAirf ~~2 SIDE SLOPES 0 ANGLE OF REPOSE (ASSUMED 3D)

0 2 4 6 8 10 HORIZONTAl

TYPICAL CUT SECTIONS

PROJECT CLAM BAY APPLICANT middotPELICAN BAY SERVICES DIVISiON

WILSON

MILLER

~ COLLIER ~R 1997 TACKNEY AND ASSOC INC ~~~~i - of9S 25pound lot

COASTAL ENGINEERING N01d2--oso-oo -tRPiPmiddot middot~-ppoundR79 IIGTNO -~S918 25 atJ8

Figure 452(i)

D T TACKNEY fA RpoundGbull 20115J

199602789(IP-CC) APR6 1998

-~--~ ~

NOTE bull 1 TYPICAL PIPELINE ROUTE SHOJIN FOR ILLUSTRATION PURPOSES ONLY

ACTUAl PIPELINE ROUTE TO BE DETERMINED IN THE FIELD 2 ALL ELEVATIONS ARE REFERENCED TO NGVO 1929 3 All HORIZONTAL C(X)ROJNATES ARE IN STATE PLANE COORDINATE

SYSTEM NAO 1927 FLORIOA EAST ZONE

LEGEND ~ DREDGING CUT LIMITS ~zJ VOLUMEOFCUT~3ZOOOCV

----- STAnONIPROFILELOCATION

- - - - BASELINe

G) BASELINE POINT NUMBER

R-42 ONR REFERENCE MONUMENT

~ CORE BORING LOCATION C4(59)

- bull shy middot PIPELINE ROUTE

17iiIJ 181112522 gt111141 IN1ZII2 1203111 11120010 1227241 IM21111 1231317 11131~71 1227Ut 11112071 12eG517 IIIIQOI 1$00031 IMIUU 0031n IMI8311 1300171 115038AI 1310711 1111511827 13tttn 11amp241 ta 1310771 11121031 1~7711 1115311618 lnamplll4 etaat21 1288813 8IH215U 128iUt 881174131 128Bt72 81580023

232130 21 23Z7RZI 22 2S21oampBI2 21 Ua71011

~= Z1l 2331117 27 23W7C35 28 23110100

lll80tZamp lleo8011 tlll20e32 HUHN 111321131 81N0211 8111 111871005 11875020 ~I RESTORATION

CLAMBAY

DREDGING CUT 4 -SITE PLAN FOR PELICAN BAY SERVICES DISTRICT

M IISlOIIJIOORENQNEERa IDeiINRPOFIrRO HOfm-llltE tbull

DATE21B9 ALE 8042CON-AER-CUT4 rMlESflOilIOJil410CI

iN11~ii-6-21Q1 PROJECT NO 8-042 DATUM NGVDGRIO SHEET 7 OF 21

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET OF 21

sra )

I I L ubull l t ~~

~~middotmiddot l r - II - -bull1__ -lOii amp 1Ciltj -loa -loo 40 ~ -lOii -iiM -lOll -liO ampshy

-~~~ ---~ -~~~

l l I t L ~ - ~ ~

-~- - II a+c-~-~~--_~-------~--1 ~1ila-r ~1011 - -amp ~llit - -ampo t l gount

DISJMCI nc1111 UIIlJic (Jttl) GmuG ~ uNpound ~ DIIT~ _ USDIIt (JUT)

aa _

I I I L L ~

I 1shyr~~~--~~CL~-~~~~~~_~~

I =~~-b~-m=middot~-~~-----~J~~-

IIUMIX ~ IIUUM (nl1) -rMcz _ 8MIUI1 (nDJ

1-

1 orampshy

I ~

-l -bull1__Jlll -lOii middot -ampII -lOii -lao

CIITMCI _ IUIIJIC (Jill) DlllUCS _ IIASIaC (PUT) DIITMICI _ aMI (rU1]

HM CLAM BAY

bull RESTORATION bull CUT4 CROSS-SECTIONS

~-=a~--- DATE t2D1SI8 IftlE 21042-XS I SCALEbull AS 5HOWH I middot ~)~1

Pafttr-~ un bull __ run1u wrvnJe1llln SHEEn 10 or 21

~i m-

shy

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 10 OF 21

~--ORll

~fIII (Rn)

Jn1+Jt

linua ~ yenQI1 _ ibilii-CI poundMr(lllll QIIIIiil a

-L~ I Ii_J Isectshy

-----~

- -~ - shy laEiiiliiilii C ~

U~ttmiddot

---iJUS) 199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 11 OF 21

__ ltiiiiDT-Uiil--ri ~middotno~lpound

Moli~CC IIIIWmiddot~ (Fm)

middotumiddots -~IZIR-_Q CiCIIWIJCnIJ na

_ ___~

~JiotlaaampIIZ(R511o

CLAM BAY RESTORA-TION

CUTf4- CROSS-SCTtOHS

~r-F- 1M1Eo Uftlfjl IPU _ sce OS - I ~bull ~~we Lftl rbullgtn_ ~~- ~~middot11 t)f 21

I 1

l

rasr-E ~middot cnrrJ

_ IIUEIT caK cll

cawmm bull fWD bull 1

470FT

ClriiMCZ _ (lD11

I ~~~middot1--------TI~~~~~7~7~~~~~~----~~

~ E

lltlfwE IJICII umrbull (JUT) _ _ ITA t1+CID CIIWDIITI S rK1 bull 11_1

Idmiddot ~1 middot 7f1gt~5 c I

f

IISJAMCI _ llloWOJ (Fm] DIS1NCCI _ HS[UC (rur]

_ iiiUIDI CDCmiddotshyCCIIICddTE flftlbull tt

199602789(1P-GC) MODIFICATION 1 FEB 26 1999 SHEET 12 OF 21

fIIDIUTCOIIIIoiM COWPDIQl bull nGS bull ltDI -middotshy

I

DIITA~far it ~r (nrrJ

Illamp 14+11 ~middotIUSmiddot

It------~~~----~ ~~

~

DlloUUI ~ ampUIUII (Fm]

HM CLAMBAY

RESTORATION CUT4 CROSS-SECTIONS

rl~rrmiddot_bullbullrlbullbulllbullbull-1middot~Aubull_bullbull~u-~bull~bull---il~sC4u~bulloWH-II _ (a-11) _Jall PROJECT HO -C42 SHEpound1 t2 or 21

fOIIIr~~cr ~ bull - -za16 bull

t-------r~------~ ~~

~ I _ _

~ coc -C2 CCIIUOSIIKDCSbullJIJI

amt~ ~ MIIUII (rio)

IIIITMCI fJICJIIII IUilllll (f1D1

199602789(JP-CC) MODIFICATION 1 FEB 26 1999 SHEET 13 OF 21

amMa _ IMIUC 0111)

___tml)

-shy

-- shy tml)

I

llfffff

- -- (im)

____

-shy idiiiiiC1 ~

t~l urrtn~ I

I ---ill)

-shy a-

---tml)-shy ~ COiiE-middotca DIIIPamr -

----lim)

HM -=A~-r ~-middot shy

CLAM BAY RESTORATION

CUT4 CROSS-SECTIONS FOib IEIJCAII MY SfJMCES DISlliiCI

DAm middot~bullIVbull _I FUr -t-xs I SCAUo AS-P1IOJpoundCT IIOr --oa f DATIJIO HIMJ01111 I -lTbull U OF 21

I5

-I ~middot1 ~ I

_ MEMES~ ca middotmbull CCIIIICSTT ntEII bull JtJ1

o-Il

middot yen Ill~middot - middotLU7

IIIST~ nGIIIImiddotUsaIJC (mrJ

liiUitCII COli- C4 cawosm bull rliCS

Ii_-1 ~l I 1 ~middotl middot~ I

I

- IIUMSf =- - C1CIDIIJJII bull PMraquo bull an

I

CISITAICil_liimMmul

aU~mrrCIIIII-tswaa1u CIMDTT S ES bull IU

IIel ~ 1 tbulll------~~==~middot------~1

ishyDmZ USlPK (riD) DCifAMCIInDit~(nD)

~~middot--~-tnDl

JIUIESICIIIII_CII COWSSt bull ncm bull 1a

J7

--r CC CSI ~SnGbullILIbullI

L ~~I iogtT I

--f

war 160 160 - bull

CIIT~ ~ IAIIUtfmiddot~ -shy asrmiddotea ~UICtiiUOmE ncsmiddot IJoUI

llool bull -IM it

-~ -middotaaalull (~

ca--~~~middot CCIIUOSJtSfMSbull znr

~~ ~

I ~ot----~~----1

Imiddot -- - t6a - tia middot -z

~-~(rm)

aT CCIamp-U1 ~-Snclbull IUS

I shyt i

war

bull160 160 UAIKI MlllJM( (PB1)

CLAM BAY RESTORATION

middot CUT4 CROSS-SECTIONSHMFOR PEUCAH BAT SDMCES DJSTRICf

DATE 10118 SCALpound1 AS SHOWNt_llriRCIIIIflllnlaquoITCit~middot-~ MIU2 1410CNI) --n PROJECT NO 8-0U SHEeT t 4 OF 21

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 14 OF 21

shy -~CDIIE-CI cowasnE bull nua

rnTMCt hall Ulllll (IIEJ]

EIISTNICI rami PIIIJJC (PUQ

IJIItUCI F1ICII IIUIUME (lUrJ

1 IIITMCE ntclf IASI1liC cnrrJ

HM CLAM BAY

bull RESTORATION CUT 4 CROSS--SECTIONS bull lc BEACH DISPOSAL SECTIONS

- FORt PEUCAH BAT 5EHVICES DISTRICT

~middot ~ r~~~~~m u (WI) ~

DATE 1201SIB SCAlpound1 AS 5HOWH

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 15 OF 21

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT C

Standard Manatee Conditions for In-Water Work

5

STANDARD MANATEE CONDITIONS FOR IN-WATER WORK 2011

The permittee shall comply with the following conditions intended to protect manatees from direct project effects

a All personnel associated with the project shall be instructed about the presence of manatees and manatee speed zones and the need to avoid collisions with and injury to manatees The permittee shall advise all construction personnel that there are civil and criminal penalties for harming harassing or killing manatees which are protected under the Marine Mammal Protection Act the Endangered Species Act and the Florida Manatee Sanctuary Act

b All vessels associated with the construction project shall operate at Idle SpeedNo Wake at all times while in the immediate area and while in water where the draft of the vessel provides less than a four-footclearance from the bottom All vessels will follow routes of deep water whenever possible

c Siltation or turbidity barriers shall be made of material in which manatees cannot become entangled shall be properly secured and shall be regularly monitored to avoid manatee entanglement or entrapment Barriers must not impede manatee movement

d All on-site project personnel are responsible for observing water-related activities for the presence of manatee(s) All in-water operations including vessels must be shutdown if a manatee(s) comes within 50 feet of the operation Activities will not resume until the manatee(s) has moved beyond the 50-foot radius of the project operation or until 30 minutes elapses if the manatee(s) has not reappeared within 50 feet of the operation Animals must not be herded away or harassed into leaving

e Any collision with or injury to a manatee shall be reported immediately to the Florida Fish and Wildlife Conservation Commission (FWC) Hotline at 1-888-404-3922 Collision andor injury should also be reported to the US Fish and Wildlife Service in Jacksonville (1-904-731-3336) for north Florida or Vero Beach (1-772-562-3909) for south Florida and to FWC at I mperiledSpeciesmyFWCcom

f Temporary signs concerning manatees shall be posted prior to and during all in-water project activities All signs are to be removed by the permittee upon completion of the project Temporary signs that have already been approved for this use by the FWC must be used One sign which reads Caution Boaters must be posted A second sign measuring at least 8 by 11 explaining the requirements for Idle SpeedNo Wake and the shut down of in-water operations must be posted in a location prominently visible to all personnel engaged in water-related activities These signs can be viewed at MyFWCcommanatee Questions concerning these signs can be sent to the email address listed above

I Iii

Ill I All project vessels

IDLE SPEE NO AK

When a manatee is within 50 feet of work all in-water activities must

UT

IIi i it r i jur trt t bull

ild I 1-888-404-FWCC(3922)

orcell

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT D

Biological Opinion

6

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT E

Statewide Programmatic Biological Opinion

7

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT F

Self-Certification Statement of Compliance

8

--------------------

---------------------------------------------------------

-----------------------------------------------------

----------------

----------------------------

SELF-CERTIFICATION STATEMENT OF COMPLIANCE

Permit Number NW-3 Application Number SAJ-1996-02789

Permittees Name amp Address (please print or type)

Telephone Number

Location of the Work

Date Work Started Date Work Completed ________________

Description of the Work (eg bank stabilization residential or commercial filling docks dredging etc)

Acreage or Square Feet of Impacts to Waters of the United States

Describe Mitigation completed (if applicable)

Describe any Deviations from Permit (attach drawing(s) depicting the deviations)

I certify that all work and mitigation (if applicable) was done in accordance with the limitations and conditions as described in the permit Any deviations as described above are depicted on the attached drawing(s)

Signature of Permittee

Date

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT G

Permit Transfer Request

9

DEPARTMENT OF THE ARMY PERMIT TRANSFER REQUEST

PERMIT NUMBER SAJ-1996-02789

When the structures or work authorized by this permit are still in existence at the time the property is transferred the terms and conditions of this permit will continue to be binding on the new owner(s) of the property Although the construction period for works authorized by Department of the Army permits is finite the permit itself with its limitations does not expire

To validate the transfer of this permit and the associated responsibilities associated with compliance with its terms and conditions have the transferee sign and date below and mail to the US Army Corps of Engineers Enforcement Section Post Office Box 4970 Jacksonville FL 32232shy0019

(TRANSFEREE-SIGNATURE) (SUBDIVISION)

(DATE) (LOT) (BLOCK)

(STREET ADDRESS) (NAME-PRINTED)

(MAILING ADDRESS)

(CITY STATE ZIP CODE)

Page 14: JACKSONVILLE DISTRICT CORPS OF ENGINEERS …...FORT MYERS, FL 33919 REPLY TO ATTENTION OF Regulatory Division FEB 2 8 2013 South Permits Branch/Fort Myers Section SAJ-1996-02789 (NWP-WDD)

TYPICAL DREDGE CUT FOR INLET STATIONS (0+00 TO 3+645) (STATION 1+00 SHOWN FOR REFERENCE ONLY)

--------~--~-7------=--= EXISTING( - o=sLOPE BEACH PROFILE (VARIES)

120--------------MHW +033 NAVD (161 NGVD)

---------------MLW -168 NAVD (-04 NGVD)

~1---------------BEACH COMPATIBLE SAND TO BE PLACED WITHIN THE FILL TEMPLATE LIMITS ON THE NORTH OR SOUTH SIDE OF THE PASS

-================= -58 (-45 NGVDl DESIGN CUT--J-------1-------l~- -63 NAVDNAVD ( -50 NGVD 05 OVER DEPTH ALLOWANCE 1-------45----shy

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013

5679 STRAND COURT NAPLES FL 341 10 FAX (239) 594-2025

~~tJ~~~2-~~~--~C~ 1 __ _

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 n --- c -C 11

STA -3+00

I NO DREDGING AT THIS STATION

TEIIPLATE SHOWN FOR REFtRENCE ONLY

-1QshyNORTH SOUTH

1 1 1-

1loo -dso -3oo -iso -ioo -1 so -1

1oo -~o 6 so

STA -1+50

-1QshyNORTH

_Joo -iso -~oo -iso -ioo

= NO DREDGING AT THIS STATION

TEUPLATE SHOWN FOR REFERENCE ONLY

-11so -11oo -bo 6

SOUTH

so 1

DISTANCE FROM BASEUNE (FEET) DISTANCE FROid BASEUNE (FEET)

~ 4

2 HW (+033)

8 ~-LW(-166)~~

z ~-4middot

sect-bull -8middot

-1oshyNORTH

- 1 ~~oo -~so -lao

STA -4+00

-iso -ioo

I I I

___)

NO DREDGING AT THIS STATION Tpound1-PLATE SHOWN FOR REFERENCE ONLY

-lso -oo -So 6

I

SOUTH

so 1

STA -2+50

- shy-8

-1Q-i NO~TH - 1 ~400 -~50 -300 -zso -zoo

= NO DREDGING AT THIS STATION

TEMPLATE SHOWN FOR REFERENCE ONLY

-fso -roo -so 0

I

SOUTH

so

w4

i Zmiddot

STA -1+00

- 114-W (+Oll)

-____or--shy ~ NO DREDGING AT THIS STATION

TEJPlATE SHOWN FOR REFtRENCE ONLY

-1DshyNORTH SOUTH

-12~~r----r----r--r----------------------~---~ -~oo -3so -3oo -zso -zoo -1so -100 -so o 50

DISTANCE FROM BASELINE (FEET)

8

6

4

2 MHW (+033)

MLW (-168)

NORTH

middot-shy --shy L

NOTES

STA -3+50

_U NO DREDGING AT THIS STATION

TEMPLATE SHOWN FOR REFERENCE ONLY

SOUTH

--shy --shy middot-shy --shy ~ T --DISTANCf fR014 BASELINE (FEET)

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL 2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC

DISTANCE FROM BASELINE (FEET) DISTANCE FROM BASEUNE (FEET)

STA -2+00 STA -0+50

~ 4 2 2middot

UHW (+033) - J 14HW (+Ol3)

MLW (-158) 1rH o ~ ~

NO DREDGING AT THIS STATION TtMPLATE SHOWN FOR REFtRENCE ONLY

NO DREDGING AT THIS STATION TEMPLATE SHOWN FOR REFERENCE ONIY -middot

-1DshyNORTH SOUTH NORTH SOUTH

1 -12_-------r--r-------~-----------------~~1 1 1-~so -~oo -iso -ioo -1 so -1 oo -~o 6 5o -4oo -gt5o -3oo -250 -zoo -150 -100 -so o so DISTANCE FROM BASEUNE (FEET) DISTANCE FROid BASEUNE (FEET)

DATUM OF 1988 (NAVD88)

FROM JANUARY 3 TO 11 2013

5679 STRAND CDURT NAPLES FL 34110 FAX (239) 594-202S ~_HN~J~~L-~~~-~0~1__ _

g 0

g z 0tishysectshy

-1

-1

0 4

~ z -

8 ~-2 z ~-4

sect-middot -middot -1Qshy

1- Joo

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 P~o-p n nf 1 i

000~ Il - shy

STA 0+00 STA 0+75

Dl

ULW -158)

o-4~ 4

2 2middot _ 14HW (+033) tIHW +033)

ii ~MLW ( middot) _z _2 z Q_4~-4 It

OESIGIIGUT(-5BWvtl)_ DtsGNCUT(-SftWYD)_ OVOotPTH(-6lWvtl)- 0VtRDEPTH(-6JWVll) shy-bull-1~-middot

hs] 111 CYFT DESIGN CUT -middot-middotmiddot [I] t1 CYFT OVER DEPTH CUT-1 -1

SOUTHNORTH SOUT~ -124-~---~~---r--------------------------- -12 1 1 I I I

-400 -350 -soo -250 -zoo -1 so -100 50 -400 -350 -too -iso -ioo -150 -100 -so so DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 0+25

s 4middot 0

3 2middot~j gt

-uH~5 )

tllW - ltltgt~ I

(-168)

DSIOIICUT(-SBtuvtl)_ OvtROtPTH(-SlWvtl) shy

hsJ 149 CYFT DESIGN CUT

CD 11 CYFT OVER DEPTH CUT -1 NORTH SO~TH I

I-smiddotso -300 -tso -too -fso -100 --o 0 50

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 1+25STA 0+50

~ bullmiddot ~ j~ ------ ~ -2middot z ~-4middot

bSj 146 CYFT DESIGN CUT ~-middot -middotmiddot CO 11 CfFT OVER DEPTH CUT-10

SOUTHNORTH SOUTH -121-~--~---------------------~-~-------~~ _0-400 -350 -300 -250 -200 -150 -100 -50 0 so 50

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

STA 1+00Dl 4

OESION CUT (-SB WVD) ___ DVERD[PTH(-SJNlvtl)-

-350 -300 -zso -zoo -150 -foo

SOUTH

50

~HW(+o-gt1

z ~-4 gtij-6

-middot -10

-124-~------r-----~-----~--r--~~--~-------~~ -400 -350 -300 -2so -200 -1so -100 -so o so

DISTANCE FROM BASEUNE (FEET)

STA 1+75

0 4

~ 2

-- oj~~HW ------~--==-~~~~~$~gtlt--11(+o~J8 MLW (-168) ~ -~- _ ~ bull_r

~-2 z ~-4

DtsiGNClJT(-5BNAVD)_sect-s OVERDiiTN(-5JIUVD)-

rs) 202 CYFT DESlCN CUT-middot [[]) 12 CYFT OVER DEPTH CUT-10

SOUTI-I -12 I NO~TH I l I l [ I I I

-4DO -~so -30D -zso -zoo -1so -100 -so b so

DISTANCE FROM BASEUNE (FEET)

STA 2+00

0 4

~jbullHW(+033) ~~ ~ I8 MlW (-168) ~-2

~-4 DtSIGIICliT(-58NlVD)_

~-6 ovt~ otrm (-~5middot wvo) shy

SOUTH

-too -fso -foo -so 50

DSTANCE FROM BASEUNE (FEET)

-middot -1

-3oo -tso

5679 STRAND COURT NAPLES FL 3411 D FAX (239) 594-2025 PHONE (239) 594-2021 wwwhumlstonandmoorecom

STA 1+50

D[SIGNCUT(-58Wvtl)_ DVEROtPTH(-6JHIIVll) shy

bSJ 228 CYFT DESIO~ CUT

ITJ] ll CYFT OVER DEPTH CUT

middotNORTH SOUTH

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 o- 7 f 1 ~

-350 -3oo -tso -too -1so -foo

3a-l TY~TUololJ

-1

~ 274

OJ 27 CYFT OVER

NORTH

-fSO

STA 5+00STA 2+25 STA 4+10

~ 4 ~4

000(-1

DESGtIGUT(-58WAV0)_1 DVEROEPTII(-5ltllvtl)-

~4 Iltt 2middot lt~2middotlt~3 ~IIHW +0bull 33) w (+middot) = I I ~38

2ojw (-168) v=8SSSYg__jbullLw (-168) I ~-2 z

~-2 ~-4 OESIGNCUT-SINAVD)_ bgt) gtI)-)) G~E~~~=~~~~-3 ~-6 OVGDEPIH(-SJIUVD)shy

D 121 CYFT DESH3N CUT-41 [SJ 171 CfrT DESIGN CUT CYFT OESICN CUT-middotmiddot ITJ] 11 ((FT OVER DEPTH CUT DEPTH CUT-sl rn 11 CfFT OVER DEPTH CUT -10 tIORTH SOUTH NORTH SOUTH SOUTH

1 1 -12~~--~------~---~---~~--~---------------~-~Joo -$so -~oo -dso -doo -t so -1 oo -1( 6 sh -400 -350 -300 -250 -200 -150 -100 -50 -foo -so so 100 150 200 DISTANCE FROU BASEUNE (FEET) DISTANCE FRO~ SASEUNE (FEET) DISTAHCE FROliC BASELIHE (fEET)

STA 2+50

0~ 4 gt2 2middot 2

-l ti ~ sect_4

4

2 JIHW +033)

STA 3+30

0-2Jw (-16

8) ~-ltgt~ I

D 17 CYFT DESIGN CUT

ITJJ t I CYFT OVER DEPTH CUT

NORTH SOUTH 1 1 1 1-ioo b 1

~ d-6 -8

-10 SOUTH

50 -tJoo -~so -3oo -dso -tso -1 oo -ho so -roo -50 5middoto 100 150 200 DISTANCE FRO~ BASEUNE (FEET) DISTAHCE FROM BASELIHE (FEET)

STA 3+645 STA 5+10

0 4~4 2middot

3 2 JMHW +033)-_J~ ti 0

8~ -2jw (-168) B0 jw (-16 )~-2

~-4 ~-4middot 100--000-0

f ) 1 I 1 ) IYi ~E~~ ~ ~~~~-6 ~-6 -8 [Sj 108 CYFT DESIGN CUT -8 (sJ 248 CYrT OESlGN CUT

ITJ] 11 CYFT OYER DEPTH CUT rn 27 cvrr ovER DEPTH cuT-10 -1 NORTH SOUTH NORTH SOUTH

1 1

--p~ I

1 1 15middoto -tJoo -~so -ioo -dso -ioo -1 so -1 oo -~o b sh -1doo -1 so -1 oo -~o 6 sh 16o H~o 20

DISTANCE FROM BASELINE (FEET) DISTANCE FROid BASEUNE (fEET) DISTANCE FROliC BASELINE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 PRECDNSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

5679 STRAND COURT NAPLES FL 34110 FAX (239) 594-2025 ~_H_(NtJf_~~Ll~-~~1__ _

_ o-=IIIHW l-t0bull5Y) oogt~ lt(y

~G~~ ~==~ ~~~ ~

~ 4

~ 2middot

[SJ 145 CYFI DESIGN CUT

[I] 11 CfFT OV[R DEPTH CUT

NORTH

-350 -300 -250 -200 -150

DISTANCE FROtt BASEUNE (FEET)

STA 2+75

-foo -~o

_ o-=IMHW t+0bull55) ~ (

o~~~ ~~ ~~ -1

-250 -200 -fso -100 -middotbullO

SOUTH

-1

~ 275 CYFT DESIGN CUT

[I] 26- CYFT OVER DEPTH CUT

NORTH

-fso

STA 4+60

SOUTH

Army Corps of Engineers File SAJ-1996-02789 Date 22513 PltoP R of 1 i

STA 5+60

~4 2middot3 JMHW (+033)

IALW -168

) gt gt ) gtJ==~~~a~ ~=~ ~~

[Sj 185 CYfrT DESIGN CUT

21 CYFT OVER DEPTH CUT

NORTH SOUTH

-fso -foo -50 o smiddoto

[I]

200 DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 6+10 STA 7+50

-obull ~ 4middot

~ 2middot t

2 J11HW (+033)I

~ O MLW (-168) --2 z

~ btsiGNCUT(-UNIVll)

K ( 6 ( 1 0r J ==~o~E~~ ~ ~~ titCt--==OVEDEPTH(-IlIIVll)= [Sj 17 rtFT DESIGN CUTCYFT DESIGN CUT -8

m 07 CYFT OYER DEPTH CUT

- nJMnn TVogtgt)

~LW (-168)

[Sj 109

oJ 17

NORTH

-rso 260 -tdoo -lso -ioo -bo 6 5b tdo 1Jo 260

rrjFT OVER DEPTH CUT -10

WEST EASTSOUTH

-foo -so 5o 100 1$0 200 -1Joo -115o -loa -~o 6 sb 16o 1o

STA 8+50STA 7+10

~ 4middot0 4

i MHW (+033)

Ef oj~ALw (-168) --2 ~0 gtonn bullbull

[SJ 105 CYFT

~~~~--------------~==~-=====~~===========]z ~-4 _J Hmiddot)_____ I_ DESIGNOE~~ (-51 NIVD) yf 5 (I) ((I f (I 9rf ==~c~~~ ~ ~

-~~-6 -8-J bS) 16 ClFT DESIGN CUT DESIGN CUT

CD tD ClFT OVER DEPTH CUT ITJ 22 CYFT OVER DEPTH CUT-10 -10

WEST EAST WEST EAST 1_Joo -11 -11 -~o b sb 1Jo 1~0 2o -t_Joo so 1oo -~o 6 5h 1Jo tdo 2amposo oo -1 -1

DISTANCE FROM BASEUNE (rEET)

STA 9+00

0 4

MHW +D33) 0

ti jMtw lt us) ~x_ lt_z z ~-4middot -lt Ilt ( ( ((Ilt (t) I ~~ ~~ =~~~

~-middot -8-J bSJ 127 CfFT DESIGN CUT

rn 25 CYFT OYER DEPTH CUT-10 WEST EAST

I)

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 8+00 STA 9+50STA S+SO

0 4middot~4 ~4 ~ 2middot MHW (+055) MHW (+D33bull) ~MHW (+033)

E0 loLW (-168)li jMLW ( 168) I I

shy

I emiddotojMLW ( 168) 7 ~ I I --2 --2 -z

z-~--~ DESIGNCUT(-bullsNIVb)~-4 ~-4middot~-4 _DESIONCUT(-5 5HAVD) ~==WEI1DEItH(-53NIVIl)-DVERDEPTH(-551UVIl)~-middot ~-middot ~-middot

-B-J rs) 52 cfFT DESIGN CUT [Sj 108 CfFT DESIGN CUT-8-l [Sj 31 CIFT DESIGN CUT -8 [I] 14 CYFT OYER DEPTH CUT ITJ 26 Cln OVER DEPTH CUTrn 11 CIFT OVER DEPTH CUT -10-10 -10 WEST EASTNORTH SOUTH WEST EAST

_~2tOO~r-~-r-~-~-r~~~--~~---------=~~ -12 j I I I Q l Q I 6 -1z-r--r----r----r----r----r--r--~--------_ -150 -roo -so 200 -200 -15o -too -so so 1 o 1so 2 a -200 -ISO -100 --o 50 200

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

5679 STRAND COURT NAPLES FL 34110 FAX (239) 594-2025 PHONE (239) 594-2021 wwwhum1stonandmoorecom

Army Corps ofEngineers File SAJ-1996-02789 Date 22513

8 STA 10+00

6

lt I2 4

MHW (+0bull 53)

li E l MLW (-16S) ~ 1amp-2middot z z

Q-4middot0 ~ I NO OREOGINO AT THIS STATION ~-~=

TEIIPLATE SHOWN fOR REfERENCE ONLY

4

-10

-12middot

6

4

2 MHW (+03J)

STA 10+19

UIW (-168)

NORTH

~ ~J NO DREDGING AT THIS STATION

TEUPLAT SHOWN FOR REFERENCE ONLY

SOUTH

-no -150 -100 -so b 50 ulo do 2

8

6

B

lt ~ 23 1

4

g g z 0 6

i- ~-

~- ~-

_-I o-_ 1gtshy

-I

1gt- WEST EAST __ ~ J--- middotshymiddot-- middot- middotshy

DISTANCE FROM BASEUNE (FEET)

DISTANCE FROM BASEUNE (FEET)

STA 10+50

s

)

~ 6 i shy

shyNO DREDGING AT THIS STATION shy

TEMPLATE SHOWN FOR REFERENCE ONLY

-I )

NORTH SOUTH _

200 shy-rso -foe DISTANCE FROM BASEUNE (FEET)

NOTES

STA 11+00

I

MHW (-+033)

MLW (-168)

NORTH

~ A NO DREDGING AT THIS STATION

TtMPLATE HDWN fOR REFERENCE ONLY

SOUTH

DISTANCt FROM BASEUNE (FEET)

STA 11+50

MHW +033)

MLW (-168)

~ J NO DREDGING AT THIS STATION

Tpound14PLATE SHOWN fOR REFERENCE ONLY

NORTH SOUTH

DISTANCE fRO~ BASEUNE (FEET)

STA 12+00

ltHW (-+033)

IILW ( 168)

~ NO DREDGING AT THIS STATION

TEI4PLATE SHOWN FOR REFERENCE ONLY

NORTH SOUTH

00 -1SD -100 -so 6 50 100 ISO 2

DISTANCE FROM BASEUNE (FEET)

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

1 lt-4 gt2

loHW (+053)

9 0

-2 z ~-4

STA 13+00

~ ~-middot

-6

NO DREDGING AT THIS STATION SHOWN FOR

REFERENCE ONLY

-10 NORTH

-12 -200 -150 -100 -50 50

DISTANCE FROid BASEUNE (FEET)

100

SOUTH

I 0 200

1 lt-4

2middot lo1HW (+053)

STA 1l+50

-z ~-4g-6

-8

-10 NORTH

-12 -200 -150 -100

~ NO DREDGING AT THIS STATION SHOW~gt~ FOR

REFERENCE ONLY

-50

SOUTH

200

DISTANCE FROid BASEUNE (FEET)

B STA 14+00

6

I 4

2 MHW (+OJ3)

go- MLW (-168) I z sshy~-

~ NO DREDGING AT THIS STATION SHOWN FOR

REFERENCE ONLY

NORTH SOUTH

-- middotshyDISTANCE fROid BASEUNE (FEET)

5679 STRAND COURT NAPLES Fl 3411 0 FAX (239) 594-2025 PHONE (239) 594-2021 www_huiTlhdonondmonre_com

Army Corps of Engineers File SAJ-1996-02789 Date 22513 n_ -- 1 A - 1 -

STA 16+00 STA 17+50STA 14+50 sshy 1 c 4middot~ 4middot 5

4 ~ 2middot gt

2 IAHW (+033)- IIHW (+033)

0 -3 2middot ltmiddot

EAST

-fSO

bull1bull0~--------~~~==~~======= ~ MLW (-168) t-2middot

~ -z MLW (-168)

~-4NO DREDGING AT THIS STATION SHOWN FOR

REFERENCE ONLY NO DREDGING AT THIS STATION NO DREDGING AT THIS STATION~-6i~= TEIAPLATE SHOWW FOR REFERENCE ONLY TEIAPLATE SHOWN FOR REFERENCE ONLY

-8middot-8middot

-10-1DshyWEST

1 1WESTNORTH SOUTH ~ EAST

-12 I I I I I -

1dao -t so -1 oo _o 6 sh t6o do 2o -fOO -raquo0 0 Sb 100 150 200 -200 -150 -100 -~0 0 5o tampo 150 200

DiSTANCE FR04 BASELINE (FEET) DISTANCE FROM BASEliNE (FEET) DIS)ANCE FROM BASEUNE (FEET)

8

6 STA 16+50

bull 2

o1HW (+033)

loLW (-168) --

middotshy I 6middot

NO DREDGING AT THIS STATION

8shy TDIPtATE SHOWN FOR REFERENCE ONLY

o- EAST WEST

L

STA 15+00 STA 18+00

1

I 0 4middot gt2

IIHW (+033)

8 0 ldlW (-1688 ~-2I ~-

~-4~ NO DREDGING AT THIS ~= STATION SHOWN FORlt REFERENCE ONLf~-6NO DREDGING AT THIS STATION

TEIIPLATE SHOWN FOR REFERENCE ONLY -8

-1 -10 EAST WEST

-1DshyWEST

-12 1 I I I ~ EAST

_Joo -11so -11oo -~o 6 sb H~D do 2bo -1 -200 -150 -loa -~0 0 100 1~0 200

DISTANCE FROJA BASEUNE (FEET) DISTANCE FR0-4 BASEliNE (FEET) DISTANCE FROU BASELINE middot~ (FEET)

8 STA 15+50

8 STA 17+00

66

~ 4middot

STA 18+28

IAHW (+033)

MIW ( ts8) ---

EAST

NO ORE~ STATION SHOWN FOR

REFERENCE ONLY

WEST

~00 -150 -100 -so 0 50 100 1so 21

bull I bull 2 2I bull ldHW (+033)lo4HW +033)

ti 0ti MLW (-168) I _fEu-loLW (-168) ~ ~-2middot~-2

~ J~5 bull 55 ~=-middot ~

~-

~=6 a-sNO DREDGING AT THIS STATIONNO DREDGING AT THIS STATION~-TEMPLATE SHOWN FOR REFERENCE ONLfTEiolPlATpound SHOWN FOR REFERENCE ONLY 8 -8middot

-1 -10-1 o- EAST WEST -12

EAST WEST -12-1

middot200 -150 -tOO 50 100 1 0 21 -200 -150 -100 -so 0 50 100 150 2 I

DISTANCE FROM BASEUNE (FEET) DISTANCE FR0-4 BASEliNE (FEET) DISTANCE FROM BtSEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVDBB) 2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

5679 STRAND COURT NAPLES Fl 34110 FAX (239) 594-2025 PHONE 239) 594-2021 wwwhumistonandmoorecom

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 PltgtltHgt 11 rvt 11

o

R-38 R-39

NO FILL AT THIS STATION SHOWN NO FILL AT THIS STATION FOR REFERENCE ONLY SHOWN FOR REFERENCE ONLY

1-1 oL----------------------- 0 200

DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

R-41 R-42

NO FILL AT THIS STATION THIS STATION SHOWN FOR REFERENCE REFERENCE ONLYONLY SHOWN FOR

NO FILL AT

DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

NOTES

1 RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 2 COORDINATES SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN DATUM OF 1983 EAST ZONE (NAD83) 3 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)

R-40+725R-40

10

NAVD0

~ 5 z

t lw 033 NAVDI0 (MHWL)-168 NAVD

(MLW) I~ Isect

-5 1gt0 1771 FILL TEMPLATE 18 lLLJ 62 CYFT gt

-10~--------------L-------------------

I~ f-

1~ 68 NAVDI g

(MLW) I~

I~ I~ w lLLJ 73 CYFT

II NAVD

1771 FILL TEMPLATE

0 zoo 0 200 DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

NO FILL AT THIS MONUMENT SHOWN FOR VOLUMETRIC CALCULATION ONLY

R-43 R-44

10

_ 66 NAVDlb 66 NAVD ------4-7 NAVD

I-z 033 NAVD (MHW)-lt-----033 NAVD (MHW) li -168 NAVD (MLW) -168 NAVD (MLW)15

li-5

I~ 1771 FILL TEMPLATEI~ lLLJ 41 CYFT

0 1-101~---------L_---------~------------

200 0 200 SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

4 NORTH AND SOUTH LIMITS OF BEACH FILL TEMPLATE WITHIN MAXIMUM LIMITS SHOWN ON PERMIT PLANS BY PBSampJ DATED 7312012

5 ALL FILL TO BE PLACED UPLAND OF THE GULF OF MEXICO MHWL AND WITHIN THE LIMITS OF THE BEACH FILL TEMPLATES ON 5679 STRAND COURTPERMIT PLANS BY PBSampJ DATED 731 2012 NAPLES FL 3411 0

6 AREA LANDWARD OF DUNE FILL TO BE GRADED BASED ON SITE CONDITIONS AT THE TIME OF CONSTRUCTION FAX (239) 594-2025 PHONE (239) 594-2021 wwwhumlstonandrnoorecom

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 Pltgto- 1 J --f 1 ~

~

- 6Sm11S ~ 14ltgt5_ -6 ~ 14ltgt5 11 33361SZ 1laquo5- 61lt1gt073 ~ -- 3a3-n35 14ltU$ SS70tiLgtS 14gtgtS ~ 8EitG4S =ltl6S 1laquo5 NOOOEiGlNGATiHESiE~noNS 10054 ~1 1CS 6Se355 3secto7113 -__ a=1 -middot

~7 ~~ 7ltru) - mlS ~ - =

Q611SS =

t iiNIPLAf~ iNFCiRMAfloR ~fiOBLISHEti fiY DEP) MONUMENT ESTIMATED AVAiLABLE AVAILABLE

MONUMENT NORTHING EASTlNG AZIMUTH ELEVATION EFFECTIVE FILL FILL ID NAvebull DISTANCE VOLUME VOLUME

FEET) (FEET) DEGREES) FEET (FEET) (CVIFTI CVJ R-38 6898181 3fSI7837 2700 373 R-39 13887995 3B78747 2700 484 R-40 6877938 3879638 2700 297 500 82 3100 R40+725 13870688 3879638 2700 180 73 1314 R-41 BS67856 3880516 2700 324

middotroTAL AVAILABLEVOWME-NORTH FILL TEMPLATE 4414 0gt50 6882954 3879149 1795 100 92 920 1gt50 6862963 3880149 1795 100 206 2000 2gt50 6862972 31l81149 1795 100 139 1390

TOTAL AVAILABLE VOLUME -INLET FILL TEMPLATE 4370 R-42 6B57310 3192004 2650 423 R-43 6846923 3882485 2700 484 1300 36 4680 R-44 6837015 3883591 2700 674 550 41 2255

roTAL AVAILABLE VOWME -SOUTH FILL TEMPLATE 6935 TOTAL AVAILABLE VOLUME -ALL FILL TEMPLATESlt 15719

INLET FILL TEMPATE SECTIONS

STA D+SD

J-----255------- shy10 NAVD

92 CYFT FlU VOLUME

145 CYFT DESIGN CUT

11 CYFT OVER OEPTH CUT

SOUTH

-sao -400 -350 -300 -250 -200 -fso -foo -so 50 DISTANCE FROio BASEUNE (FEET)

t2j ~ ----J w lt-bullmiddotI sect_ ~ d-6

-middotmiddot -10

[ZJ 206 CYFT FILl YOLUI4E DESICWttrr[-5BNAVD)_I OVDDtPlH(-6StiAVO)shy

[Sj 228 CYFT DESIGN CUT

[[]] 12 CYFT OYER DEPTH CLJT

NORTI-I SOUTH

-lJoo -iso -ioo -iso -doo -11so -11oo -~o amp sh J

DISTANCE FROM BASELINE (FEET)

[ZJ 139 CfrT FILL VOLUUE

bSJ 14-5 CfFT OESIGN CUT

[I] 11 CYFT OVER DEPTH

NORTH

-150 -100

STA 2+50

t~SICIICUT(-551UVO)_

DVVI0[Pffi(-65MAVD)-

CUT

SOUTH

-250 -200 -fSO -faa 50 DISTANCE FROM BASEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)

2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM

JANUARY 3 TO 11 2013 4 FILL TEMPLATE LOCATION BASED ON PERMIT PLANS BY PBSampJ DATED 7312012

5679 STRAND COURT NAPLES FL 34110 FAX (239) 594-2025 PHONE (239) 594-2021 wwwbullhumlstQnandmoorecom

Army Corps of Engineers File SAJ-1996-02789 Date 22513 P~w-P 1~ nf 1~

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT B

Original PermitModification Drawings

4

Nov 24 1997 - 101327 DCWG010JPR079S2

SHEET 1 SHEET 2

~---Approximate Ending Point

~~~--Approximate Beginnin9 Point

0 ()

X w ~

u 0

u J J ()

0 ()

x w ~

LL 0

u J gt C)

SOUTH

EXCAVATION PLAN FOR CUTS 3 amp 4A THROUGH 40 FOR PER~ITIING

PURPOSES ONLY

PROJECT

APPLICANT

CLAM BAy

PELICAN BAY SERVICES DIVISION Figure

452(1)

0 T TACKNEY FLA REG 20853

middot 199602789(IP-CC) APR6 1998

---

Nov 06 1997 - 152223 DDWG010lPR079525dwg

V D NGVD V ONGVD 0~sect t_OJJ2

-wT J _3 11--zt ~

l 15 It l 20 It L I I I

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VONGW I

~ S 20 Jtl l

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~-- middot~~-w~ --- - - ~- SEE NOTE-24 1

S30ftl lI I

~ CUT 4C

1 EXISTING SECTIONS VAirf ~~2 SIDE SLOPES 0 ANGLE OF REPOSE (ASSUMED 3D)

0 2 4 6 8 10 HORIZONTAl

TYPICAL CUT SECTIONS

PROJECT CLAM BAY APPLICANT middotPELICAN BAY SERVICES DIVISiON

WILSON

MILLER

~ COLLIER ~R 1997 TACKNEY AND ASSOC INC ~~~~i - of9S 25pound lot

COASTAL ENGINEERING N01d2--oso-oo -tRPiPmiddot middot~-ppoundR79 IIGTNO -~S918 25 atJ8

Figure 452(i)

D T TACKNEY fA RpoundGbull 20115J

199602789(IP-CC) APR6 1998

-~--~ ~

NOTE bull 1 TYPICAL PIPELINE ROUTE SHOJIN FOR ILLUSTRATION PURPOSES ONLY

ACTUAl PIPELINE ROUTE TO BE DETERMINED IN THE FIELD 2 ALL ELEVATIONS ARE REFERENCED TO NGVO 1929 3 All HORIZONTAL C(X)ROJNATES ARE IN STATE PLANE COORDINATE

SYSTEM NAO 1927 FLORIOA EAST ZONE

LEGEND ~ DREDGING CUT LIMITS ~zJ VOLUMEOFCUT~3ZOOOCV

----- STAnONIPROFILELOCATION

- - - - BASELINe

G) BASELINE POINT NUMBER

R-42 ONR REFERENCE MONUMENT

~ CORE BORING LOCATION C4(59)

- bull shy middot PIPELINE ROUTE

17iiIJ 181112522 gt111141 IN1ZII2 1203111 11120010 1227241 IM21111 1231317 11131~71 1227Ut 11112071 12eG517 IIIIQOI 1$00031 IMIUU 0031n IMI8311 1300171 115038AI 1310711 1111511827 13tttn 11amp241 ta 1310771 11121031 1~7711 1115311618 lnamplll4 etaat21 1288813 8IH215U 128iUt 881174131 128Bt72 81580023

232130 21 23Z7RZI 22 2S21oampBI2 21 Ua71011

~= Z1l 2331117 27 23W7C35 28 23110100

lll80tZamp lleo8011 tlll20e32 HUHN 111321131 81N0211 8111 111871005 11875020 ~I RESTORATION

CLAMBAY

DREDGING CUT 4 -SITE PLAN FOR PELICAN BAY SERVICES DISTRICT

M IISlOIIJIOORENQNEERa IDeiINRPOFIrRO HOfm-llltE tbull

DATE21B9 ALE 8042CON-AER-CUT4 rMlESflOilIOJil410CI

iN11~ii-6-21Q1 PROJECT NO 8-042 DATUM NGVDGRIO SHEET 7 OF 21

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET OF 21

sra )

I I L ubull l t ~~

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-~~~ ---~ -~~~

l l I t L ~ - ~ ~

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I =~~-b~-m=middot~-~~-----~J~~-

IIUMIX ~ IIUUM (nl1) -rMcz _ 8MIUI1 (nDJ

1-

1 orampshy

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CIITMCI _ IUIIJIC (Jill) DlllUCS _ IIASIaC (PUT) DIITMICI _ aMI (rU1]

HM CLAM BAY

bull RESTORATION bull CUT4 CROSS-SECTIONS

~-=a~--- DATE t2D1SI8 IftlE 21042-XS I SCALEbull AS 5HOWH I middot ~)~1

Pafttr-~ un bull __ run1u wrvnJe1llln SHEEn 10 or 21

~i m-

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199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 10 OF 21

~--ORll

~fIII (Rn)

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---iJUS) 199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 11 OF 21

__ ltiiiiDT-Uiil--ri ~middotno~lpound

Moli~CC IIIIWmiddot~ (Fm)

middotumiddots -~IZIR-_Q CiCIIWIJCnIJ na

_ ___~

~JiotlaaampIIZ(R511o

CLAM BAY RESTORA-TION

CUTf4- CROSS-SCTtOHS

~r-F- 1M1Eo Uftlfjl IPU _ sce OS - I ~bull ~~we Lftl rbullgtn_ ~~- ~~middot11 t)f 21

I 1

l

rasr-E ~middot cnrrJ

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cawmm bull fWD bull 1

470FT

ClriiMCZ _ (lD11

I ~~~middot1--------TI~~~~~7~7~~~~~~----~~

~ E

lltlfwE IJICII umrbull (JUT) _ _ ITA t1+CID CIIWDIITI S rK1 bull 11_1

Idmiddot ~1 middot 7f1gt~5 c I

f

IISJAMCI _ llloWOJ (Fm] DIS1NCCI _ HS[UC (rur]

_ iiiUIDI CDCmiddotshyCCIIICddTE flftlbull tt

199602789(1P-GC) MODIFICATION 1 FEB 26 1999 SHEET 12 OF 21

fIIDIUTCOIIIIoiM COWPDIQl bull nGS bull ltDI -middotshy

I

DIITA~far it ~r (nrrJ

Illamp 14+11 ~middotIUSmiddot

It------~~~----~ ~~

~

DlloUUI ~ ampUIUII (Fm]

HM CLAMBAY

RESTORATION CUT4 CROSS-SECTIONS

rl~rrmiddot_bullbullrlbullbulllbullbull-1middot~Aubull_bullbull~u-~bull~bull---il~sC4u~bulloWH-II _ (a-11) _Jall PROJECT HO -C42 SHEpound1 t2 or 21

fOIIIr~~cr ~ bull - -za16 bull

t-------r~------~ ~~

~ I _ _

~ coc -C2 CCIIUOSIIKDCSbullJIJI

amt~ ~ MIIUII (rio)

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199602789(JP-CC) MODIFICATION 1 FEB 26 1999 SHEET 13 OF 21

amMa _ IMIUC 0111)

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-shy

-- shy tml)

I

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HM -=A~-r ~-middot shy

CLAM BAY RESTORATION

CUT4 CROSS-SECTIONS FOib IEIJCAII MY SfJMCES DISlliiCI

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I5

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JIUIESICIIIII_CII COWSSt bull ncm bull 1a

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llool bull -IM it

-~ -middotaaalull (~

ca--~~~middot CCIIUOSJtSfMSbull znr

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~-~(rm)

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I shyt i

war

bull160 160 UAIKI MlllJM( (PB1)

CLAM BAY RESTORATION

middot CUT4 CROSS-SECTIONSHMFOR PEUCAH BAT SDMCES DJSTRICf

DATE 10118 SCALpound1 AS SHOWNt_llriRCIIIIflllnlaquoITCit~middot-~ MIU2 1410CNI) --n PROJECT NO 8-0U SHEeT t 4 OF 21

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 14 OF 21

shy -~CDIIE-CI cowasnE bull nua

rnTMCt hall Ulllll (IIEJ]

EIISTNICI rami PIIIJJC (PUQ

IJIItUCI F1ICII IIUIUME (lUrJ

1 IIITMCE ntclf IASI1liC cnrrJ

HM CLAM BAY

bull RESTORATION CUT 4 CROSS--SECTIONS bull lc BEACH DISPOSAL SECTIONS

- FORt PEUCAH BAT 5EHVICES DISTRICT

~middot ~ r~~~~~m u (WI) ~

DATE 1201SIB SCAlpound1 AS 5HOWH

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 15 OF 21

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT C

Standard Manatee Conditions for In-Water Work

5

STANDARD MANATEE CONDITIONS FOR IN-WATER WORK 2011

The permittee shall comply with the following conditions intended to protect manatees from direct project effects

a All personnel associated with the project shall be instructed about the presence of manatees and manatee speed zones and the need to avoid collisions with and injury to manatees The permittee shall advise all construction personnel that there are civil and criminal penalties for harming harassing or killing manatees which are protected under the Marine Mammal Protection Act the Endangered Species Act and the Florida Manatee Sanctuary Act

b All vessels associated with the construction project shall operate at Idle SpeedNo Wake at all times while in the immediate area and while in water where the draft of the vessel provides less than a four-footclearance from the bottom All vessels will follow routes of deep water whenever possible

c Siltation or turbidity barriers shall be made of material in which manatees cannot become entangled shall be properly secured and shall be regularly monitored to avoid manatee entanglement or entrapment Barriers must not impede manatee movement

d All on-site project personnel are responsible for observing water-related activities for the presence of manatee(s) All in-water operations including vessels must be shutdown if a manatee(s) comes within 50 feet of the operation Activities will not resume until the manatee(s) has moved beyond the 50-foot radius of the project operation or until 30 minutes elapses if the manatee(s) has not reappeared within 50 feet of the operation Animals must not be herded away or harassed into leaving

e Any collision with or injury to a manatee shall be reported immediately to the Florida Fish and Wildlife Conservation Commission (FWC) Hotline at 1-888-404-3922 Collision andor injury should also be reported to the US Fish and Wildlife Service in Jacksonville (1-904-731-3336) for north Florida or Vero Beach (1-772-562-3909) for south Florida and to FWC at I mperiledSpeciesmyFWCcom

f Temporary signs concerning manatees shall be posted prior to and during all in-water project activities All signs are to be removed by the permittee upon completion of the project Temporary signs that have already been approved for this use by the FWC must be used One sign which reads Caution Boaters must be posted A second sign measuring at least 8 by 11 explaining the requirements for Idle SpeedNo Wake and the shut down of in-water operations must be posted in a location prominently visible to all personnel engaged in water-related activities These signs can be viewed at MyFWCcommanatee Questions concerning these signs can be sent to the email address listed above

I Iii

Ill I All project vessels

IDLE SPEE NO AK

When a manatee is within 50 feet of work all in-water activities must

UT

IIi i it r i jur trt t bull

ild I 1-888-404-FWCC(3922)

orcell

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT D

Biological Opinion

6

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT E

Statewide Programmatic Biological Opinion

7

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT F

Self-Certification Statement of Compliance

8

--------------------

---------------------------------------------------------

-----------------------------------------------------

----------------

----------------------------

SELF-CERTIFICATION STATEMENT OF COMPLIANCE

Permit Number NW-3 Application Number SAJ-1996-02789

Permittees Name amp Address (please print or type)

Telephone Number

Location of the Work

Date Work Started Date Work Completed ________________

Description of the Work (eg bank stabilization residential or commercial filling docks dredging etc)

Acreage or Square Feet of Impacts to Waters of the United States

Describe Mitigation completed (if applicable)

Describe any Deviations from Permit (attach drawing(s) depicting the deviations)

I certify that all work and mitigation (if applicable) was done in accordance with the limitations and conditions as described in the permit Any deviations as described above are depicted on the attached drawing(s)

Signature of Permittee

Date

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT G

Permit Transfer Request

9

DEPARTMENT OF THE ARMY PERMIT TRANSFER REQUEST

PERMIT NUMBER SAJ-1996-02789

When the structures or work authorized by this permit are still in existence at the time the property is transferred the terms and conditions of this permit will continue to be binding on the new owner(s) of the property Although the construction period for works authorized by Department of the Army permits is finite the permit itself with its limitations does not expire

To validate the transfer of this permit and the associated responsibilities associated with compliance with its terms and conditions have the transferee sign and date below and mail to the US Army Corps of Engineers Enforcement Section Post Office Box 4970 Jacksonville FL 32232shy0019

(TRANSFEREE-SIGNATURE) (SUBDIVISION)

(DATE) (LOT) (BLOCK)

(STREET ADDRESS) (NAME-PRINTED)

(MAILING ADDRESS)

(CITY STATE ZIP CODE)

Page 15: JACKSONVILLE DISTRICT CORPS OF ENGINEERS …...FORT MYERS, FL 33919 REPLY TO ATTENTION OF Regulatory Division FEB 2 8 2013 South Permits Branch/Fort Myers Section SAJ-1996-02789 (NWP-WDD)

STA -3+00

I NO DREDGING AT THIS STATION

TEIIPLATE SHOWN FOR REFtRENCE ONLY

-1QshyNORTH SOUTH

1 1 1-

1loo -dso -3oo -iso -ioo -1 so -1

1oo -~o 6 so

STA -1+50

-1QshyNORTH

_Joo -iso -~oo -iso -ioo

= NO DREDGING AT THIS STATION

TEUPLATE SHOWN FOR REFERENCE ONLY

-11so -11oo -bo 6

SOUTH

so 1

DISTANCE FROM BASEUNE (FEET) DISTANCE FROid BASEUNE (FEET)

~ 4

2 HW (+033)

8 ~-LW(-166)~~

z ~-4middot

sect-bull -8middot

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STA -4+00

-iso -ioo

I I I

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NO DREDGING AT THIS STATION Tpound1-PLATE SHOWN FOR REFERENCE ONLY

-lso -oo -So 6

I

SOUTH

so 1

STA -2+50

- shy-8

-1Q-i NO~TH - 1 ~400 -~50 -300 -zso -zoo

= NO DREDGING AT THIS STATION

TEMPLATE SHOWN FOR REFERENCE ONLY

-fso -roo -so 0

I

SOUTH

so

w4

i Zmiddot

STA -1+00

- 114-W (+Oll)

-____or--shy ~ NO DREDGING AT THIS STATION

TEJPlATE SHOWN FOR REFtRENCE ONLY

-1DshyNORTH SOUTH

-12~~r----r----r--r----------------------~---~ -~oo -3so -3oo -zso -zoo -1so -100 -so o 50

DISTANCE FROM BASELINE (FEET)

8

6

4

2 MHW (+033)

MLW (-168)

NORTH

middot-shy --shy L

NOTES

STA -3+50

_U NO DREDGING AT THIS STATION

TEMPLATE SHOWN FOR REFERENCE ONLY

SOUTH

--shy --shy middot-shy --shy ~ T --DISTANCf fR014 BASELINE (FEET)

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL 2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC

DISTANCE FROM BASELINE (FEET) DISTANCE FROM BASEUNE (FEET)

STA -2+00 STA -0+50

~ 4 2 2middot

UHW (+033) - J 14HW (+Ol3)

MLW (-158) 1rH o ~ ~

NO DREDGING AT THIS STATION TtMPLATE SHOWN FOR REFtRENCE ONLY

NO DREDGING AT THIS STATION TEMPLATE SHOWN FOR REFERENCE ONIY -middot

-1DshyNORTH SOUTH NORTH SOUTH

1 -12_-------r--r-------~-----------------~~1 1 1-~so -~oo -iso -ioo -1 so -1 oo -~o 6 5o -4oo -gt5o -3oo -250 -zoo -150 -100 -so o so DISTANCE FROM BASEUNE (FEET) DISTANCE FROid BASEUNE (FEET)

DATUM OF 1988 (NAVD88)

FROM JANUARY 3 TO 11 2013

5679 STRAND CDURT NAPLES FL 34110 FAX (239) 594-202S ~_HN~J~~L-~~~-~0~1__ _

g 0

g z 0tishysectshy

-1

-1

0 4

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8 ~-2 z ~-4

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1- Joo

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 P~o-p n nf 1 i

000~ Il - shy

STA 0+00 STA 0+75

Dl

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2 2middot _ 14HW (+033) tIHW +033)

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hs] 111 CYFT DESIGN CUT -middot-middotmiddot [I] t1 CYFT OVER DEPTH CUT-1 -1

SOUTHNORTH SOUT~ -124-~---~~---r--------------------------- -12 1 1 I I I

-400 -350 -soo -250 -zoo -1 so -100 50 -400 -350 -too -iso -ioo -150 -100 -so so DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 0+25

s 4middot 0

3 2middot~j gt

-uH~5 )

tllW - ltltgt~ I

(-168)

DSIOIICUT(-SBtuvtl)_ OvtROtPTH(-SlWvtl) shy

hsJ 149 CYFT DESIGN CUT

CD 11 CYFT OVER DEPTH CUT -1 NORTH SO~TH I

I-smiddotso -300 -tso -too -fso -100 --o 0 50

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 1+25STA 0+50

~ bullmiddot ~ j~ ------ ~ -2middot z ~-4middot

bSj 146 CYFT DESIGN CUT ~-middot -middotmiddot CO 11 CfFT OVER DEPTH CUT-10

SOUTHNORTH SOUTH -121-~--~---------------------~-~-------~~ _0-400 -350 -300 -250 -200 -150 -100 -50 0 so 50

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

STA 1+00Dl 4

OESION CUT (-SB WVD) ___ DVERD[PTH(-SJNlvtl)-

-350 -300 -zso -zoo -150 -foo

SOUTH

50

~HW(+o-gt1

z ~-4 gtij-6

-middot -10

-124-~------r-----~-----~--r--~~--~-------~~ -400 -350 -300 -2so -200 -1so -100 -so o so

DISTANCE FROM BASEUNE (FEET)

STA 1+75

0 4

~ 2

-- oj~~HW ------~--==-~~~~~$~gtlt--11(+o~J8 MLW (-168) ~ -~- _ ~ bull_r

~-2 z ~-4

DtsiGNClJT(-5BNAVD)_sect-s OVERDiiTN(-5JIUVD)-

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SOUTI-I -12 I NO~TH I l I l [ I I I

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DISTANCE FROM BASEUNE (FEET)

STA 2+00

0 4

~jbullHW(+033) ~~ ~ I8 MlW (-168) ~-2

~-4 DtSIGIICliT(-58NlVD)_

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SOUTH

-too -fso -foo -so 50

DSTANCE FROM BASEUNE (FEET)

-middot -1

-3oo -tso

5679 STRAND COURT NAPLES FL 3411 D FAX (239) 594-2025 PHONE (239) 594-2021 wwwhumlstonandmoorecom

STA 1+50

D[SIGNCUT(-58Wvtl)_ DVEROtPTH(-6JHIIVll) shy

bSJ 228 CYFT DESIO~ CUT

ITJ] ll CYFT OVER DEPTH CUT

middotNORTH SOUTH

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 o- 7 f 1 ~

-350 -3oo -tso -too -1so -foo

3a-l TY~TUololJ

-1

~ 274

OJ 27 CYFT OVER

NORTH

-fSO

STA 5+00STA 2+25 STA 4+10

~ 4 ~4

000(-1

DESGtIGUT(-58WAV0)_1 DVEROEPTII(-5ltllvtl)-

~4 Iltt 2middot lt~2middotlt~3 ~IIHW +0bull 33) w (+middot) = I I ~38

2ojw (-168) v=8SSSYg__jbullLw (-168) I ~-2 z

~-2 ~-4 OESIGNCUT-SINAVD)_ bgt) gtI)-)) G~E~~~=~~~~-3 ~-6 OVGDEPIH(-SJIUVD)shy

D 121 CYFT DESH3N CUT-41 [SJ 171 CfrT DESIGN CUT CYFT OESICN CUT-middotmiddot ITJ] 11 ((FT OVER DEPTH CUT DEPTH CUT-sl rn 11 CfFT OVER DEPTH CUT -10 tIORTH SOUTH NORTH SOUTH SOUTH

1 1 -12~~--~------~---~---~~--~---------------~-~Joo -$so -~oo -dso -doo -t so -1 oo -1( 6 sh -400 -350 -300 -250 -200 -150 -100 -50 -foo -so so 100 150 200 DISTANCE FROU BASEUNE (FEET) DISTANCE FRO~ SASEUNE (FEET) DISTAHCE FROliC BASELIHE (fEET)

STA 2+50

0~ 4 gt2 2middot 2

-l ti ~ sect_4

4

2 JIHW +033)

STA 3+30

0-2Jw (-16

8) ~-ltgt~ I

D 17 CYFT DESIGN CUT

ITJJ t I CYFT OVER DEPTH CUT

NORTH SOUTH 1 1 1 1-ioo b 1

~ d-6 -8

-10 SOUTH

50 -tJoo -~so -3oo -dso -tso -1 oo -ho so -roo -50 5middoto 100 150 200 DISTANCE FRO~ BASEUNE (FEET) DISTAHCE FROM BASELIHE (FEET)

STA 3+645 STA 5+10

0 4~4 2middot

3 2 JMHW +033)-_J~ ti 0

8~ -2jw (-168) B0 jw (-16 )~-2

~-4 ~-4middot 100--000-0

f ) 1 I 1 ) IYi ~E~~ ~ ~~~~-6 ~-6 -8 [Sj 108 CYFT DESIGN CUT -8 (sJ 248 CYrT OESlGN CUT

ITJ] 11 CYFT OYER DEPTH CUT rn 27 cvrr ovER DEPTH cuT-10 -1 NORTH SOUTH NORTH SOUTH

1 1

--p~ I

1 1 15middoto -tJoo -~so -ioo -dso -ioo -1 so -1 oo -~o b sh -1doo -1 so -1 oo -~o 6 sh 16o H~o 20

DISTANCE FROM BASELINE (FEET) DISTANCE FROid BASEUNE (fEET) DISTANCE FROliC BASELINE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 PRECDNSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

5679 STRAND COURT NAPLES FL 34110 FAX (239) 594-2025 ~_H_(NtJf_~~Ll~-~~1__ _

_ o-=IIIHW l-t0bull5Y) oogt~ lt(y

~G~~ ~==~ ~~~ ~

~ 4

~ 2middot

[SJ 145 CYFI DESIGN CUT

[I] 11 CfFT OV[R DEPTH CUT

NORTH

-350 -300 -250 -200 -150

DISTANCE FROtt BASEUNE (FEET)

STA 2+75

-foo -~o

_ o-=IMHW t+0bull55) ~ (

o~~~ ~~ ~~ -1

-250 -200 -fso -100 -middotbullO

SOUTH

-1

~ 275 CYFT DESIGN CUT

[I] 26- CYFT OVER DEPTH CUT

NORTH

-fso

STA 4+60

SOUTH

Army Corps of Engineers File SAJ-1996-02789 Date 22513 PltoP R of 1 i

STA 5+60

~4 2middot3 JMHW (+033)

IALW -168

) gt gt ) gtJ==~~~a~ ~=~ ~~

[Sj 185 CYfrT DESIGN CUT

21 CYFT OVER DEPTH CUT

NORTH SOUTH

-fso -foo -50 o smiddoto

[I]

200 DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 6+10 STA 7+50

-obull ~ 4middot

~ 2middot t

2 J11HW (+033)I

~ O MLW (-168) --2 z

~ btsiGNCUT(-UNIVll)

K ( 6 ( 1 0r J ==~o~E~~ ~ ~~ titCt--==OVEDEPTH(-IlIIVll)= [Sj 17 rtFT DESIGN CUTCYFT DESIGN CUT -8

m 07 CYFT OYER DEPTH CUT

- nJMnn TVogtgt)

~LW (-168)

[Sj 109

oJ 17

NORTH

-rso 260 -tdoo -lso -ioo -bo 6 5b tdo 1Jo 260

rrjFT OVER DEPTH CUT -10

WEST EASTSOUTH

-foo -so 5o 100 1$0 200 -1Joo -115o -loa -~o 6 sb 16o 1o

STA 8+50STA 7+10

~ 4middot0 4

i MHW (+033)

Ef oj~ALw (-168) --2 ~0 gtonn bullbull

[SJ 105 CYFT

~~~~--------------~==~-=====~~===========]z ~-4 _J Hmiddot)_____ I_ DESIGNOE~~ (-51 NIVD) yf 5 (I) ((I f (I 9rf ==~c~~~ ~ ~

-~~-6 -8-J bS) 16 ClFT DESIGN CUT DESIGN CUT

CD tD ClFT OVER DEPTH CUT ITJ 22 CYFT OVER DEPTH CUT-10 -10

WEST EAST WEST EAST 1_Joo -11 -11 -~o b sb 1Jo 1~0 2o -t_Joo so 1oo -~o 6 5h 1Jo tdo 2amposo oo -1 -1

DISTANCE FROM BASEUNE (rEET)

STA 9+00

0 4

MHW +D33) 0

ti jMtw lt us) ~x_ lt_z z ~-4middot -lt Ilt ( ( ((Ilt (t) I ~~ ~~ =~~~

~-middot -8-J bSJ 127 CfFT DESIGN CUT

rn 25 CYFT OYER DEPTH CUT-10 WEST EAST

I)

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 8+00 STA 9+50STA S+SO

0 4middot~4 ~4 ~ 2middot MHW (+055) MHW (+D33bull) ~MHW (+033)

E0 loLW (-168)li jMLW ( 168) I I

shy

I emiddotojMLW ( 168) 7 ~ I I --2 --2 -z

z-~--~ DESIGNCUT(-bullsNIVb)~-4 ~-4middot~-4 _DESIONCUT(-5 5HAVD) ~==WEI1DEItH(-53NIVIl)-DVERDEPTH(-551UVIl)~-middot ~-middot ~-middot

-B-J rs) 52 cfFT DESIGN CUT [Sj 108 CfFT DESIGN CUT-8-l [Sj 31 CIFT DESIGN CUT -8 [I] 14 CYFT OYER DEPTH CUT ITJ 26 Cln OVER DEPTH CUTrn 11 CIFT OVER DEPTH CUT -10-10 -10 WEST EASTNORTH SOUTH WEST EAST

_~2tOO~r-~-r-~-~-r~~~--~~---------=~~ -12 j I I I Q l Q I 6 -1z-r--r----r----r----r----r--r--~--------_ -150 -roo -so 200 -200 -15o -too -so so 1 o 1so 2 a -200 -ISO -100 --o 50 200

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

5679 STRAND COURT NAPLES FL 34110 FAX (239) 594-2025 PHONE (239) 594-2021 wwwhum1stonandmoorecom

Army Corps ofEngineers File SAJ-1996-02789 Date 22513

8 STA 10+00

6

lt I2 4

MHW (+0bull 53)

li E l MLW (-16S) ~ 1amp-2middot z z

Q-4middot0 ~ I NO OREOGINO AT THIS STATION ~-~=

TEIIPLATE SHOWN fOR REfERENCE ONLY

4

-10

-12middot

6

4

2 MHW (+03J)

STA 10+19

UIW (-168)

NORTH

~ ~J NO DREDGING AT THIS STATION

TEUPLAT SHOWN FOR REFERENCE ONLY

SOUTH

-no -150 -100 -so b 50 ulo do 2

8

6

B

lt ~ 23 1

4

g g z 0 6

i- ~-

~- ~-

_-I o-_ 1gtshy

-I

1gt- WEST EAST __ ~ J--- middotshymiddot-- middot- middotshy

DISTANCE FROM BASEUNE (FEET)

DISTANCE FROM BASEUNE (FEET)

STA 10+50

s

)

~ 6 i shy

shyNO DREDGING AT THIS STATION shy

TEMPLATE SHOWN FOR REFERENCE ONLY

-I )

NORTH SOUTH _

200 shy-rso -foe DISTANCE FROM BASEUNE (FEET)

NOTES

STA 11+00

I

MHW (-+033)

MLW (-168)

NORTH

~ A NO DREDGING AT THIS STATION

TtMPLATE HDWN fOR REFERENCE ONLY

SOUTH

DISTANCt FROM BASEUNE (FEET)

STA 11+50

MHW +033)

MLW (-168)

~ J NO DREDGING AT THIS STATION

Tpound14PLATE SHOWN fOR REFERENCE ONLY

NORTH SOUTH

DISTANCE fRO~ BASEUNE (FEET)

STA 12+00

ltHW (-+033)

IILW ( 168)

~ NO DREDGING AT THIS STATION

TEI4PLATE SHOWN FOR REFERENCE ONLY

NORTH SOUTH

00 -1SD -100 -so 6 50 100 ISO 2

DISTANCE FROM BASEUNE (FEET)

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

1 lt-4 gt2

loHW (+053)

9 0

-2 z ~-4

STA 13+00

~ ~-middot

-6

NO DREDGING AT THIS STATION SHOWN FOR

REFERENCE ONLY

-10 NORTH

-12 -200 -150 -100 -50 50

DISTANCE FROid BASEUNE (FEET)

100

SOUTH

I 0 200

1 lt-4

2middot lo1HW (+053)

STA 1l+50

-z ~-4g-6

-8

-10 NORTH

-12 -200 -150 -100

~ NO DREDGING AT THIS STATION SHOW~gt~ FOR

REFERENCE ONLY

-50

SOUTH

200

DISTANCE FROid BASEUNE (FEET)

B STA 14+00

6

I 4

2 MHW (+OJ3)

go- MLW (-168) I z sshy~-

~ NO DREDGING AT THIS STATION SHOWN FOR

REFERENCE ONLY

NORTH SOUTH

-- middotshyDISTANCE fROid BASEUNE (FEET)

5679 STRAND COURT NAPLES Fl 3411 0 FAX (239) 594-2025 PHONE (239) 594-2021 www_huiTlhdonondmonre_com

Army Corps of Engineers File SAJ-1996-02789 Date 22513 n_ -- 1 A - 1 -

STA 16+00 STA 17+50STA 14+50 sshy 1 c 4middot~ 4middot 5

4 ~ 2middot gt

2 IAHW (+033)- IIHW (+033)

0 -3 2middot ltmiddot

EAST

-fSO

bull1bull0~--------~~~==~~======= ~ MLW (-168) t-2middot

~ -z MLW (-168)

~-4NO DREDGING AT THIS STATION SHOWN FOR

REFERENCE ONLY NO DREDGING AT THIS STATION NO DREDGING AT THIS STATION~-6i~= TEIAPLATE SHOWW FOR REFERENCE ONLY TEIAPLATE SHOWN FOR REFERENCE ONLY

-8middot-8middot

-10-1DshyWEST

1 1WESTNORTH SOUTH ~ EAST

-12 I I I I I -

1dao -t so -1 oo _o 6 sh t6o do 2o -fOO -raquo0 0 Sb 100 150 200 -200 -150 -100 -~0 0 5o tampo 150 200

DiSTANCE FR04 BASELINE (FEET) DISTANCE FROM BASEliNE (FEET) DIS)ANCE FROM BASEUNE (FEET)

8

6 STA 16+50

bull 2

o1HW (+033)

loLW (-168) --

middotshy I 6middot

NO DREDGING AT THIS STATION

8shy TDIPtATE SHOWN FOR REFERENCE ONLY

o- EAST WEST

L

STA 15+00 STA 18+00

1

I 0 4middot gt2

IIHW (+033)

8 0 ldlW (-1688 ~-2I ~-

~-4~ NO DREDGING AT THIS ~= STATION SHOWN FORlt REFERENCE ONLf~-6NO DREDGING AT THIS STATION

TEIIPLATE SHOWN FOR REFERENCE ONLY -8

-1 -10 EAST WEST

-1DshyWEST

-12 1 I I I ~ EAST

_Joo -11so -11oo -~o 6 sb H~D do 2bo -1 -200 -150 -loa -~0 0 100 1~0 200

DISTANCE FROJA BASEUNE (FEET) DISTANCE FR0-4 BASEliNE (FEET) DISTANCE FROU BASELINE middot~ (FEET)

8 STA 15+50

8 STA 17+00

66

~ 4middot

STA 18+28

IAHW (+033)

MIW ( ts8) ---

EAST

NO ORE~ STATION SHOWN FOR

REFERENCE ONLY

WEST

~00 -150 -100 -so 0 50 100 1so 21

bull I bull 2 2I bull ldHW (+033)lo4HW +033)

ti 0ti MLW (-168) I _fEu-loLW (-168) ~ ~-2middot~-2

~ J~5 bull 55 ~=-middot ~

~-

~=6 a-sNO DREDGING AT THIS STATIONNO DREDGING AT THIS STATION~-TEMPLATE SHOWN FOR REFERENCE ONLfTEiolPlATpound SHOWN FOR REFERENCE ONLY 8 -8middot

-1 -10-1 o- EAST WEST -12

EAST WEST -12-1

middot200 -150 -tOO 50 100 1 0 21 -200 -150 -100 -so 0 50 100 150 2 I

DISTANCE FROM BASEUNE (FEET) DISTANCE FR0-4 BASEliNE (FEET) DISTANCE FROM BtSEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVDBB) 2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

5679 STRAND COURT NAPLES Fl 34110 FAX (239) 594-2025 PHONE 239) 594-2021 wwwhumistonandmoorecom

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 PltgtltHgt 11 rvt 11

o

R-38 R-39

NO FILL AT THIS STATION SHOWN NO FILL AT THIS STATION FOR REFERENCE ONLY SHOWN FOR REFERENCE ONLY

1-1 oL----------------------- 0 200

DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

R-41 R-42

NO FILL AT THIS STATION THIS STATION SHOWN FOR REFERENCE REFERENCE ONLYONLY SHOWN FOR

NO FILL AT

DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

NOTES

1 RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 2 COORDINATES SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN DATUM OF 1983 EAST ZONE (NAD83) 3 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)

R-40+725R-40

10

NAVD0

~ 5 z

t lw 033 NAVDI0 (MHWL)-168 NAVD

(MLW) I~ Isect

-5 1gt0 1771 FILL TEMPLATE 18 lLLJ 62 CYFT gt

-10~--------------L-------------------

I~ f-

1~ 68 NAVDI g

(MLW) I~

I~ I~ w lLLJ 73 CYFT

II NAVD

1771 FILL TEMPLATE

0 zoo 0 200 DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

NO FILL AT THIS MONUMENT SHOWN FOR VOLUMETRIC CALCULATION ONLY

R-43 R-44

10

_ 66 NAVDlb 66 NAVD ------4-7 NAVD

I-z 033 NAVD (MHW)-lt-----033 NAVD (MHW) li -168 NAVD (MLW) -168 NAVD (MLW)15

li-5

I~ 1771 FILL TEMPLATEI~ lLLJ 41 CYFT

0 1-101~---------L_---------~------------

200 0 200 SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

4 NORTH AND SOUTH LIMITS OF BEACH FILL TEMPLATE WITHIN MAXIMUM LIMITS SHOWN ON PERMIT PLANS BY PBSampJ DATED 7312012

5 ALL FILL TO BE PLACED UPLAND OF THE GULF OF MEXICO MHWL AND WITHIN THE LIMITS OF THE BEACH FILL TEMPLATES ON 5679 STRAND COURTPERMIT PLANS BY PBSampJ DATED 731 2012 NAPLES FL 3411 0

6 AREA LANDWARD OF DUNE FILL TO BE GRADED BASED ON SITE CONDITIONS AT THE TIME OF CONSTRUCTION FAX (239) 594-2025 PHONE (239) 594-2021 wwwhumlstonandrnoorecom

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 Pltgto- 1 J --f 1 ~

~

- 6Sm11S ~ 14ltgt5_ -6 ~ 14ltgt5 11 33361SZ 1laquo5- 61lt1gt073 ~ -- 3a3-n35 14ltU$ SS70tiLgtS 14gtgtS ~ 8EitG4S =ltl6S 1laquo5 NOOOEiGlNGATiHESiE~noNS 10054 ~1 1CS 6Se355 3secto7113 -__ a=1 -middot

~7 ~~ 7ltru) - mlS ~ - =

Q611SS =

t iiNIPLAf~ iNFCiRMAfloR ~fiOBLISHEti fiY DEP) MONUMENT ESTIMATED AVAiLABLE AVAILABLE

MONUMENT NORTHING EASTlNG AZIMUTH ELEVATION EFFECTIVE FILL FILL ID NAvebull DISTANCE VOLUME VOLUME

FEET) (FEET) DEGREES) FEET (FEET) (CVIFTI CVJ R-38 6898181 3fSI7837 2700 373 R-39 13887995 3B78747 2700 484 R-40 6877938 3879638 2700 297 500 82 3100 R40+725 13870688 3879638 2700 180 73 1314 R-41 BS67856 3880516 2700 324

middotroTAL AVAILABLEVOWME-NORTH FILL TEMPLATE 4414 0gt50 6882954 3879149 1795 100 92 920 1gt50 6862963 3880149 1795 100 206 2000 2gt50 6862972 31l81149 1795 100 139 1390

TOTAL AVAILABLE VOLUME -INLET FILL TEMPLATE 4370 R-42 6B57310 3192004 2650 423 R-43 6846923 3882485 2700 484 1300 36 4680 R-44 6837015 3883591 2700 674 550 41 2255

roTAL AVAILABLE VOWME -SOUTH FILL TEMPLATE 6935 TOTAL AVAILABLE VOLUME -ALL FILL TEMPLATESlt 15719

INLET FILL TEMPATE SECTIONS

STA D+SD

J-----255------- shy10 NAVD

92 CYFT FlU VOLUME

145 CYFT DESIGN CUT

11 CYFT OVER OEPTH CUT

SOUTH

-sao -400 -350 -300 -250 -200 -fso -foo -so 50 DISTANCE FROio BASEUNE (FEET)

t2j ~ ----J w lt-bullmiddotI sect_ ~ d-6

-middotmiddot -10

[ZJ 206 CYFT FILl YOLUI4E DESICWttrr[-5BNAVD)_I OVDDtPlH(-6StiAVO)shy

[Sj 228 CYFT DESIGN CUT

[[]] 12 CYFT OYER DEPTH CLJT

NORTI-I SOUTH

-lJoo -iso -ioo -iso -doo -11so -11oo -~o amp sh J

DISTANCE FROM BASELINE (FEET)

[ZJ 139 CfrT FILL VOLUUE

bSJ 14-5 CfFT OESIGN CUT

[I] 11 CYFT OVER DEPTH

NORTH

-150 -100

STA 2+50

t~SICIICUT(-551UVO)_

DVVI0[Pffi(-65MAVD)-

CUT

SOUTH

-250 -200 -fSO -faa 50 DISTANCE FROM BASEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)

2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM

JANUARY 3 TO 11 2013 4 FILL TEMPLATE LOCATION BASED ON PERMIT PLANS BY PBSampJ DATED 7312012

5679 STRAND COURT NAPLES FL 34110 FAX (239) 594-2025 PHONE (239) 594-2021 wwwbullhumlstQnandmoorecom

Army Corps of Engineers File SAJ-1996-02789 Date 22513 P~w-P 1~ nf 1~

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT B

Original PermitModification Drawings

4

Nov 24 1997 - 101327 DCWG010JPR079S2

SHEET 1 SHEET 2

~---Approximate Ending Point

~~~--Approximate Beginnin9 Point

0 ()

X w ~

u 0

u J J ()

0 ()

x w ~

LL 0

u J gt C)

SOUTH

EXCAVATION PLAN FOR CUTS 3 amp 4A THROUGH 40 FOR PER~ITIING

PURPOSES ONLY

PROJECT

APPLICANT

CLAM BAy

PELICAN BAY SERVICES DIVISION Figure

452(1)

0 T TACKNEY FLA REG 20853

middot 199602789(IP-CC) APR6 1998

---

Nov 06 1997 - 152223 DDWG010lPR079525dwg

V D NGVD V ONGVD 0~sect t_OJJ2

-wT J _3 11--zt ~

l 15 It l 20 It L I I I

CUT 1 CUT 2 amp 3

H~ t-~~ -4 II

L 40 It L I I

CUT 4A middot

VONGW I

~ S 20 Jtl l

I I

CUT 48

~-- middot~~-w~ --- - - ~- SEE NOTE-24 1

S30ftl lI I

~ CUT 4C

1 EXISTING SECTIONS VAirf ~~2 SIDE SLOPES 0 ANGLE OF REPOSE (ASSUMED 3D)

0 2 4 6 8 10 HORIZONTAl

TYPICAL CUT SECTIONS

PROJECT CLAM BAY APPLICANT middotPELICAN BAY SERVICES DIVISiON

WILSON

MILLER

~ COLLIER ~R 1997 TACKNEY AND ASSOC INC ~~~~i - of9S 25pound lot

COASTAL ENGINEERING N01d2--oso-oo -tRPiPmiddot middot~-ppoundR79 IIGTNO -~S918 25 atJ8

Figure 452(i)

D T TACKNEY fA RpoundGbull 20115J

199602789(IP-CC) APR6 1998

-~--~ ~

NOTE bull 1 TYPICAL PIPELINE ROUTE SHOJIN FOR ILLUSTRATION PURPOSES ONLY

ACTUAl PIPELINE ROUTE TO BE DETERMINED IN THE FIELD 2 ALL ELEVATIONS ARE REFERENCED TO NGVO 1929 3 All HORIZONTAL C(X)ROJNATES ARE IN STATE PLANE COORDINATE

SYSTEM NAO 1927 FLORIOA EAST ZONE

LEGEND ~ DREDGING CUT LIMITS ~zJ VOLUMEOFCUT~3ZOOOCV

----- STAnONIPROFILELOCATION

- - - - BASELINe

G) BASELINE POINT NUMBER

R-42 ONR REFERENCE MONUMENT

~ CORE BORING LOCATION C4(59)

- bull shy middot PIPELINE ROUTE

17iiIJ 181112522 gt111141 IN1ZII2 1203111 11120010 1227241 IM21111 1231317 11131~71 1227Ut 11112071 12eG517 IIIIQOI 1$00031 IMIUU 0031n IMI8311 1300171 115038AI 1310711 1111511827 13tttn 11amp241 ta 1310771 11121031 1~7711 1115311618 lnamplll4 etaat21 1288813 8IH215U 128iUt 881174131 128Bt72 81580023

232130 21 23Z7RZI 22 2S21oampBI2 21 Ua71011

~= Z1l 2331117 27 23W7C35 28 23110100

lll80tZamp lleo8011 tlll20e32 HUHN 111321131 81N0211 8111 111871005 11875020 ~I RESTORATION

CLAMBAY

DREDGING CUT 4 -SITE PLAN FOR PELICAN BAY SERVICES DISTRICT

M IISlOIIJIOORENQNEERa IDeiINRPOFIrRO HOfm-llltE tbull

DATE21B9 ALE 8042CON-AER-CUT4 rMlESflOilIOJil410CI

iN11~ii-6-21Q1 PROJECT NO 8-042 DATUM NGVDGRIO SHEET 7 OF 21

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET OF 21

sra )

I I L ubull l t ~~

~~middotmiddot l r - II - -bull1__ -lOii amp 1Ciltj -loa -loo 40 ~ -lOii -iiM -lOll -liO ampshy

-~~~ ---~ -~~~

l l I t L ~ - ~ ~

-~- - II a+c-~-~~--_~-------~--1 ~1ila-r ~1011 - -amp ~llit - -ampo t l gount

DISJMCI nc1111 UIIlJic (Jttl) GmuG ~ uNpound ~ DIIT~ _ USDIIt (JUT)

aa _

I I I L L ~

I 1shyr~~~--~~CL~-~~~~~~_~~

I =~~-b~-m=middot~-~~-----~J~~-

IIUMIX ~ IIUUM (nl1) -rMcz _ 8MIUI1 (nDJ

1-

1 orampshy

I ~

-l -bull1__Jlll -lOii middot -ampII -lOii -lao

CIITMCI _ IUIIJIC (Jill) DlllUCS _ IIASIaC (PUT) DIITMICI _ aMI (rU1]

HM CLAM BAY

bull RESTORATION bull CUT4 CROSS-SECTIONS

~-=a~--- DATE t2D1SI8 IftlE 21042-XS I SCALEbull AS 5HOWH I middot ~)~1

Pafttr-~ un bull __ run1u wrvnJe1llln SHEEn 10 or 21

~i m-

shy

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 10 OF 21

~--ORll

~fIII (Rn)

Jn1+Jt

linua ~ yenQI1 _ ibilii-CI poundMr(lllll QIIIIiil a

-L~ I Ii_J Isectshy

-----~

- -~ - shy laEiiiliiilii C ~

U~ttmiddot

---iJUS) 199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 11 OF 21

__ ltiiiiDT-Uiil--ri ~middotno~lpound

Moli~CC IIIIWmiddot~ (Fm)

middotumiddots -~IZIR-_Q CiCIIWIJCnIJ na

_ ___~

~JiotlaaampIIZ(R511o

CLAM BAY RESTORA-TION

CUTf4- CROSS-SCTtOHS

~r-F- 1M1Eo Uftlfjl IPU _ sce OS - I ~bull ~~we Lftl rbullgtn_ ~~- ~~middot11 t)f 21

I 1

l

rasr-E ~middot cnrrJ

_ IIUEIT caK cll

cawmm bull fWD bull 1

470FT

ClriiMCZ _ (lD11

I ~~~middot1--------TI~~~~~7~7~~~~~~----~~

~ E

lltlfwE IJICII umrbull (JUT) _ _ ITA t1+CID CIIWDIITI S rK1 bull 11_1

Idmiddot ~1 middot 7f1gt~5 c I

f

IISJAMCI _ llloWOJ (Fm] DIS1NCCI _ HS[UC (rur]

_ iiiUIDI CDCmiddotshyCCIIICddTE flftlbull tt

199602789(1P-GC) MODIFICATION 1 FEB 26 1999 SHEET 12 OF 21

fIIDIUTCOIIIIoiM COWPDIQl bull nGS bull ltDI -middotshy

I

DIITA~far it ~r (nrrJ

Illamp 14+11 ~middotIUSmiddot

It------~~~----~ ~~

~

DlloUUI ~ ampUIUII (Fm]

HM CLAMBAY

RESTORATION CUT4 CROSS-SECTIONS

rl~rrmiddot_bullbullrlbullbulllbullbull-1middot~Aubull_bullbull~u-~bull~bull---il~sC4u~bulloWH-II _ (a-11) _Jall PROJECT HO -C42 SHEpound1 t2 or 21

fOIIIr~~cr ~ bull - -za16 bull

t-------r~------~ ~~

~ I _ _

~ coc -C2 CCIIUOSIIKDCSbullJIJI

amt~ ~ MIIUII (rio)

IIIITMCI fJICJIIII IUilllll (f1D1

199602789(JP-CC) MODIFICATION 1 FEB 26 1999 SHEET 13 OF 21

amMa _ IMIUC 0111)

___tml)

-shy

-- shy tml)

I

llfffff

- -- (im)

____

-shy idiiiiiC1 ~

t~l urrtn~ I

I ---ill)

-shy a-

---tml)-shy ~ COiiE-middotca DIIIPamr -

----lim)

HM -=A~-r ~-middot shy

CLAM BAY RESTORATION

CUT4 CROSS-SECTIONS FOib IEIJCAII MY SfJMCES DISlliiCI

DAm middot~bullIVbull _I FUr -t-xs I SCAUo AS-P1IOJpoundCT IIOr --oa f DATIJIO HIMJ01111 I -lTbull U OF 21

I5

-I ~middot1 ~ I

_ MEMES~ ca middotmbull CCIIIICSTT ntEII bull JtJ1

o-Il

middot yen Ill~middot - middotLU7

IIIST~ nGIIIImiddotUsaIJC (mrJ

liiUitCII COli- C4 cawosm bull rliCS

Ii_-1 ~l I 1 ~middotl middot~ I

I

- IIUMSf =- - C1CIDIIJJII bull PMraquo bull an

I

CISITAICil_liimMmul

aU~mrrCIIIII-tswaa1u CIMDTT S ES bull IU

IIel ~ 1 tbulll------~~==~middot------~1

ishyDmZ USlPK (riD) DCifAMCIInDit~(nD)

~~middot--~-tnDl

JIUIESICIIIII_CII COWSSt bull ncm bull 1a

J7

--r CC CSI ~SnGbullILIbullI

L ~~I iogtT I

--f

war 160 160 - bull

CIIT~ ~ IAIIUtfmiddot~ -shy asrmiddotea ~UICtiiUOmE ncsmiddot IJoUI

llool bull -IM it

-~ -middotaaalull (~

ca--~~~middot CCIIUOSJtSfMSbull znr

~~ ~

I ~ot----~~----1

Imiddot -- - t6a - tia middot -z

~-~(rm)

aT CCIamp-U1 ~-Snclbull IUS

I shyt i

war

bull160 160 UAIKI MlllJM( (PB1)

CLAM BAY RESTORATION

middot CUT4 CROSS-SECTIONSHMFOR PEUCAH BAT SDMCES DJSTRICf

DATE 10118 SCALpound1 AS SHOWNt_llriRCIIIIflllnlaquoITCit~middot-~ MIU2 1410CNI) --n PROJECT NO 8-0U SHEeT t 4 OF 21

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 14 OF 21

shy -~CDIIE-CI cowasnE bull nua

rnTMCt hall Ulllll (IIEJ]

EIISTNICI rami PIIIJJC (PUQ

IJIItUCI F1ICII IIUIUME (lUrJ

1 IIITMCE ntclf IASI1liC cnrrJ

HM CLAM BAY

bull RESTORATION CUT 4 CROSS--SECTIONS bull lc BEACH DISPOSAL SECTIONS

- FORt PEUCAH BAT 5EHVICES DISTRICT

~middot ~ r~~~~~m u (WI) ~

DATE 1201SIB SCAlpound1 AS 5HOWH

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 15 OF 21

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT C

Standard Manatee Conditions for In-Water Work

5

STANDARD MANATEE CONDITIONS FOR IN-WATER WORK 2011

The permittee shall comply with the following conditions intended to protect manatees from direct project effects

a All personnel associated with the project shall be instructed about the presence of manatees and manatee speed zones and the need to avoid collisions with and injury to manatees The permittee shall advise all construction personnel that there are civil and criminal penalties for harming harassing or killing manatees which are protected under the Marine Mammal Protection Act the Endangered Species Act and the Florida Manatee Sanctuary Act

b All vessels associated with the construction project shall operate at Idle SpeedNo Wake at all times while in the immediate area and while in water where the draft of the vessel provides less than a four-footclearance from the bottom All vessels will follow routes of deep water whenever possible

c Siltation or turbidity barriers shall be made of material in which manatees cannot become entangled shall be properly secured and shall be regularly monitored to avoid manatee entanglement or entrapment Barriers must not impede manatee movement

d All on-site project personnel are responsible for observing water-related activities for the presence of manatee(s) All in-water operations including vessels must be shutdown if a manatee(s) comes within 50 feet of the operation Activities will not resume until the manatee(s) has moved beyond the 50-foot radius of the project operation or until 30 minutes elapses if the manatee(s) has not reappeared within 50 feet of the operation Animals must not be herded away or harassed into leaving

e Any collision with or injury to a manatee shall be reported immediately to the Florida Fish and Wildlife Conservation Commission (FWC) Hotline at 1-888-404-3922 Collision andor injury should also be reported to the US Fish and Wildlife Service in Jacksonville (1-904-731-3336) for north Florida or Vero Beach (1-772-562-3909) for south Florida and to FWC at I mperiledSpeciesmyFWCcom

f Temporary signs concerning manatees shall be posted prior to and during all in-water project activities All signs are to be removed by the permittee upon completion of the project Temporary signs that have already been approved for this use by the FWC must be used One sign which reads Caution Boaters must be posted A second sign measuring at least 8 by 11 explaining the requirements for Idle SpeedNo Wake and the shut down of in-water operations must be posted in a location prominently visible to all personnel engaged in water-related activities These signs can be viewed at MyFWCcommanatee Questions concerning these signs can be sent to the email address listed above

I Iii

Ill I All project vessels

IDLE SPEE NO AK

When a manatee is within 50 feet of work all in-water activities must

UT

IIi i it r i jur trt t bull

ild I 1-888-404-FWCC(3922)

orcell

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT D

Biological Opinion

6

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT E

Statewide Programmatic Biological Opinion

7

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT F

Self-Certification Statement of Compliance

8

--------------------

---------------------------------------------------------

-----------------------------------------------------

----------------

----------------------------

SELF-CERTIFICATION STATEMENT OF COMPLIANCE

Permit Number NW-3 Application Number SAJ-1996-02789

Permittees Name amp Address (please print or type)

Telephone Number

Location of the Work

Date Work Started Date Work Completed ________________

Description of the Work (eg bank stabilization residential or commercial filling docks dredging etc)

Acreage or Square Feet of Impacts to Waters of the United States

Describe Mitigation completed (if applicable)

Describe any Deviations from Permit (attach drawing(s) depicting the deviations)

I certify that all work and mitigation (if applicable) was done in accordance with the limitations and conditions as described in the permit Any deviations as described above are depicted on the attached drawing(s)

Signature of Permittee

Date

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT G

Permit Transfer Request

9

DEPARTMENT OF THE ARMY PERMIT TRANSFER REQUEST

PERMIT NUMBER SAJ-1996-02789

When the structures or work authorized by this permit are still in existence at the time the property is transferred the terms and conditions of this permit will continue to be binding on the new owner(s) of the property Although the construction period for works authorized by Department of the Army permits is finite the permit itself with its limitations does not expire

To validate the transfer of this permit and the associated responsibilities associated with compliance with its terms and conditions have the transferee sign and date below and mail to the US Army Corps of Engineers Enforcement Section Post Office Box 4970 Jacksonville FL 32232shy0019

(TRANSFEREE-SIGNATURE) (SUBDIVISION)

(DATE) (LOT) (BLOCK)

(STREET ADDRESS) (NAME-PRINTED)

(MAILING ADDRESS)

(CITY STATE ZIP CODE)

Page 16: JACKSONVILLE DISTRICT CORPS OF ENGINEERS …...FORT MYERS, FL 33919 REPLY TO ATTENTION OF Regulatory Division FEB 2 8 2013 South Permits Branch/Fort Myers Section SAJ-1996-02789 (NWP-WDD)

000~ Il - shy

STA 0+00 STA 0+75

Dl

ULW -158)

o-4~ 4

2 2middot _ 14HW (+033) tIHW +033)

ii ~MLW ( middot) _z _2 z Q_4~-4 It

OESIGIIGUT(-5BWvtl)_ DtsGNCUT(-SftWYD)_ OVOotPTH(-6lWvtl)- 0VtRDEPTH(-6JWVll) shy-bull-1~-middot

hs] 111 CYFT DESIGN CUT -middot-middotmiddot [I] t1 CYFT OVER DEPTH CUT-1 -1

SOUTHNORTH SOUT~ -124-~---~~---r--------------------------- -12 1 1 I I I

-400 -350 -soo -250 -zoo -1 so -100 50 -400 -350 -too -iso -ioo -150 -100 -so so DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 0+25

s 4middot 0

3 2middot~j gt

-uH~5 )

tllW - ltltgt~ I

(-168)

DSIOIICUT(-SBtuvtl)_ OvtROtPTH(-SlWvtl) shy

hsJ 149 CYFT DESIGN CUT

CD 11 CYFT OVER DEPTH CUT -1 NORTH SO~TH I

I-smiddotso -300 -tso -too -fso -100 --o 0 50

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 1+25STA 0+50

~ bullmiddot ~ j~ ------ ~ -2middot z ~-4middot

bSj 146 CYFT DESIGN CUT ~-middot -middotmiddot CO 11 CfFT OVER DEPTH CUT-10

SOUTHNORTH SOUTH -121-~--~---------------------~-~-------~~ _0-400 -350 -300 -250 -200 -150 -100 -50 0 so 50

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

STA 1+00Dl 4

OESION CUT (-SB WVD) ___ DVERD[PTH(-SJNlvtl)-

-350 -300 -zso -zoo -150 -foo

SOUTH

50

~HW(+o-gt1

z ~-4 gtij-6

-middot -10

-124-~------r-----~-----~--r--~~--~-------~~ -400 -350 -300 -2so -200 -1so -100 -so o so

DISTANCE FROM BASEUNE (FEET)

STA 1+75

0 4

~ 2

-- oj~~HW ------~--==-~~~~~$~gtlt--11(+o~J8 MLW (-168) ~ -~- _ ~ bull_r

~-2 z ~-4

DtsiGNClJT(-5BNAVD)_sect-s OVERDiiTN(-5JIUVD)-

rs) 202 CYFT DESlCN CUT-middot [[]) 12 CYFT OVER DEPTH CUT-10

SOUTI-I -12 I NO~TH I l I l [ I I I

-4DO -~so -30D -zso -zoo -1so -100 -so b so

DISTANCE FROM BASEUNE (FEET)

STA 2+00

0 4

~jbullHW(+033) ~~ ~ I8 MlW (-168) ~-2

~-4 DtSIGIICliT(-58NlVD)_

~-6 ovt~ otrm (-~5middot wvo) shy

SOUTH

-too -fso -foo -so 50

DSTANCE FROM BASEUNE (FEET)

-middot -1

-3oo -tso

5679 STRAND COURT NAPLES FL 3411 D FAX (239) 594-2025 PHONE (239) 594-2021 wwwhumlstonandmoorecom

STA 1+50

D[SIGNCUT(-58Wvtl)_ DVEROtPTH(-6JHIIVll) shy

bSJ 228 CYFT DESIO~ CUT

ITJ] ll CYFT OVER DEPTH CUT

middotNORTH SOUTH

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 o- 7 f 1 ~

-350 -3oo -tso -too -1so -foo

3a-l TY~TUololJ

-1

~ 274

OJ 27 CYFT OVER

NORTH

-fSO

STA 5+00STA 2+25 STA 4+10

~ 4 ~4

000(-1

DESGtIGUT(-58WAV0)_1 DVEROEPTII(-5ltllvtl)-

~4 Iltt 2middot lt~2middotlt~3 ~IIHW +0bull 33) w (+middot) = I I ~38

2ojw (-168) v=8SSSYg__jbullLw (-168) I ~-2 z

~-2 ~-4 OESIGNCUT-SINAVD)_ bgt) gtI)-)) G~E~~~=~~~~-3 ~-6 OVGDEPIH(-SJIUVD)shy

D 121 CYFT DESH3N CUT-41 [SJ 171 CfrT DESIGN CUT CYFT OESICN CUT-middotmiddot ITJ] 11 ((FT OVER DEPTH CUT DEPTH CUT-sl rn 11 CfFT OVER DEPTH CUT -10 tIORTH SOUTH NORTH SOUTH SOUTH

1 1 -12~~--~------~---~---~~--~---------------~-~Joo -$so -~oo -dso -doo -t so -1 oo -1( 6 sh -400 -350 -300 -250 -200 -150 -100 -50 -foo -so so 100 150 200 DISTANCE FROU BASEUNE (FEET) DISTANCE FRO~ SASEUNE (FEET) DISTAHCE FROliC BASELIHE (fEET)

STA 2+50

0~ 4 gt2 2middot 2

-l ti ~ sect_4

4

2 JIHW +033)

STA 3+30

0-2Jw (-16

8) ~-ltgt~ I

D 17 CYFT DESIGN CUT

ITJJ t I CYFT OVER DEPTH CUT

NORTH SOUTH 1 1 1 1-ioo b 1

~ d-6 -8

-10 SOUTH

50 -tJoo -~so -3oo -dso -tso -1 oo -ho so -roo -50 5middoto 100 150 200 DISTANCE FRO~ BASEUNE (FEET) DISTAHCE FROM BASELIHE (FEET)

STA 3+645 STA 5+10

0 4~4 2middot

3 2 JMHW +033)-_J~ ti 0

8~ -2jw (-168) B0 jw (-16 )~-2

~-4 ~-4middot 100--000-0

f ) 1 I 1 ) IYi ~E~~ ~ ~~~~-6 ~-6 -8 [Sj 108 CYFT DESIGN CUT -8 (sJ 248 CYrT OESlGN CUT

ITJ] 11 CYFT OYER DEPTH CUT rn 27 cvrr ovER DEPTH cuT-10 -1 NORTH SOUTH NORTH SOUTH

1 1

--p~ I

1 1 15middoto -tJoo -~so -ioo -dso -ioo -1 so -1 oo -~o b sh -1doo -1 so -1 oo -~o 6 sh 16o H~o 20

DISTANCE FROM BASELINE (FEET) DISTANCE FROid BASEUNE (fEET) DISTANCE FROliC BASELINE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 PRECDNSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

5679 STRAND COURT NAPLES FL 34110 FAX (239) 594-2025 ~_H_(NtJf_~~Ll~-~~1__ _

_ o-=IIIHW l-t0bull5Y) oogt~ lt(y

~G~~ ~==~ ~~~ ~

~ 4

~ 2middot

[SJ 145 CYFI DESIGN CUT

[I] 11 CfFT OV[R DEPTH CUT

NORTH

-350 -300 -250 -200 -150

DISTANCE FROtt BASEUNE (FEET)

STA 2+75

-foo -~o

_ o-=IMHW t+0bull55) ~ (

o~~~ ~~ ~~ -1

-250 -200 -fso -100 -middotbullO

SOUTH

-1

~ 275 CYFT DESIGN CUT

[I] 26- CYFT OVER DEPTH CUT

NORTH

-fso

STA 4+60

SOUTH

Army Corps of Engineers File SAJ-1996-02789 Date 22513 PltoP R of 1 i

STA 5+60

~4 2middot3 JMHW (+033)

IALW -168

) gt gt ) gtJ==~~~a~ ~=~ ~~

[Sj 185 CYfrT DESIGN CUT

21 CYFT OVER DEPTH CUT

NORTH SOUTH

-fso -foo -50 o smiddoto

[I]

200 DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 6+10 STA 7+50

-obull ~ 4middot

~ 2middot t

2 J11HW (+033)I

~ O MLW (-168) --2 z

~ btsiGNCUT(-UNIVll)

K ( 6 ( 1 0r J ==~o~E~~ ~ ~~ titCt--==OVEDEPTH(-IlIIVll)= [Sj 17 rtFT DESIGN CUTCYFT DESIGN CUT -8

m 07 CYFT OYER DEPTH CUT

- nJMnn TVogtgt)

~LW (-168)

[Sj 109

oJ 17

NORTH

-rso 260 -tdoo -lso -ioo -bo 6 5b tdo 1Jo 260

rrjFT OVER DEPTH CUT -10

WEST EASTSOUTH

-foo -so 5o 100 1$0 200 -1Joo -115o -loa -~o 6 sb 16o 1o

STA 8+50STA 7+10

~ 4middot0 4

i MHW (+033)

Ef oj~ALw (-168) --2 ~0 gtonn bullbull

[SJ 105 CYFT

~~~~--------------~==~-=====~~===========]z ~-4 _J Hmiddot)_____ I_ DESIGNOE~~ (-51 NIVD) yf 5 (I) ((I f (I 9rf ==~c~~~ ~ ~

-~~-6 -8-J bS) 16 ClFT DESIGN CUT DESIGN CUT

CD tD ClFT OVER DEPTH CUT ITJ 22 CYFT OVER DEPTH CUT-10 -10

WEST EAST WEST EAST 1_Joo -11 -11 -~o b sb 1Jo 1~0 2o -t_Joo so 1oo -~o 6 5h 1Jo tdo 2amposo oo -1 -1

DISTANCE FROM BASEUNE (rEET)

STA 9+00

0 4

MHW +D33) 0

ti jMtw lt us) ~x_ lt_z z ~-4middot -lt Ilt ( ( ((Ilt (t) I ~~ ~~ =~~~

~-middot -8-J bSJ 127 CfFT DESIGN CUT

rn 25 CYFT OYER DEPTH CUT-10 WEST EAST

I)

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 8+00 STA 9+50STA S+SO

0 4middot~4 ~4 ~ 2middot MHW (+055) MHW (+D33bull) ~MHW (+033)

E0 loLW (-168)li jMLW ( 168) I I

shy

I emiddotojMLW ( 168) 7 ~ I I --2 --2 -z

z-~--~ DESIGNCUT(-bullsNIVb)~-4 ~-4middot~-4 _DESIONCUT(-5 5HAVD) ~==WEI1DEItH(-53NIVIl)-DVERDEPTH(-551UVIl)~-middot ~-middot ~-middot

-B-J rs) 52 cfFT DESIGN CUT [Sj 108 CfFT DESIGN CUT-8-l [Sj 31 CIFT DESIGN CUT -8 [I] 14 CYFT OYER DEPTH CUT ITJ 26 Cln OVER DEPTH CUTrn 11 CIFT OVER DEPTH CUT -10-10 -10 WEST EASTNORTH SOUTH WEST EAST

_~2tOO~r-~-r-~-~-r~~~--~~---------=~~ -12 j I I I Q l Q I 6 -1z-r--r----r----r----r----r--r--~--------_ -150 -roo -so 200 -200 -15o -too -so so 1 o 1so 2 a -200 -ISO -100 --o 50 200

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

5679 STRAND COURT NAPLES FL 34110 FAX (239) 594-2025 PHONE (239) 594-2021 wwwhum1stonandmoorecom

Army Corps ofEngineers File SAJ-1996-02789 Date 22513

8 STA 10+00

6

lt I2 4

MHW (+0bull 53)

li E l MLW (-16S) ~ 1amp-2middot z z

Q-4middot0 ~ I NO OREOGINO AT THIS STATION ~-~=

TEIIPLATE SHOWN fOR REfERENCE ONLY

4

-10

-12middot

6

4

2 MHW (+03J)

STA 10+19

UIW (-168)

NORTH

~ ~J NO DREDGING AT THIS STATION

TEUPLAT SHOWN FOR REFERENCE ONLY

SOUTH

-no -150 -100 -so b 50 ulo do 2

8

6

B

lt ~ 23 1

4

g g z 0 6

i- ~-

~- ~-

_-I o-_ 1gtshy

-I

1gt- WEST EAST __ ~ J--- middotshymiddot-- middot- middotshy

DISTANCE FROM BASEUNE (FEET)

DISTANCE FROM BASEUNE (FEET)

STA 10+50

s

)

~ 6 i shy

shyNO DREDGING AT THIS STATION shy

TEMPLATE SHOWN FOR REFERENCE ONLY

-I )

NORTH SOUTH _

200 shy-rso -foe DISTANCE FROM BASEUNE (FEET)

NOTES

STA 11+00

I

MHW (-+033)

MLW (-168)

NORTH

~ A NO DREDGING AT THIS STATION

TtMPLATE HDWN fOR REFERENCE ONLY

SOUTH

DISTANCt FROM BASEUNE (FEET)

STA 11+50

MHW +033)

MLW (-168)

~ J NO DREDGING AT THIS STATION

Tpound14PLATE SHOWN fOR REFERENCE ONLY

NORTH SOUTH

DISTANCE fRO~ BASEUNE (FEET)

STA 12+00

ltHW (-+033)

IILW ( 168)

~ NO DREDGING AT THIS STATION

TEI4PLATE SHOWN FOR REFERENCE ONLY

NORTH SOUTH

00 -1SD -100 -so 6 50 100 ISO 2

DISTANCE FROM BASEUNE (FEET)

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

1 lt-4 gt2

loHW (+053)

9 0

-2 z ~-4

STA 13+00

~ ~-middot

-6

NO DREDGING AT THIS STATION SHOWN FOR

REFERENCE ONLY

-10 NORTH

-12 -200 -150 -100 -50 50

DISTANCE FROid BASEUNE (FEET)

100

SOUTH

I 0 200

1 lt-4

2middot lo1HW (+053)

STA 1l+50

-z ~-4g-6

-8

-10 NORTH

-12 -200 -150 -100

~ NO DREDGING AT THIS STATION SHOW~gt~ FOR

REFERENCE ONLY

-50

SOUTH

200

DISTANCE FROid BASEUNE (FEET)

B STA 14+00

6

I 4

2 MHW (+OJ3)

go- MLW (-168) I z sshy~-

~ NO DREDGING AT THIS STATION SHOWN FOR

REFERENCE ONLY

NORTH SOUTH

-- middotshyDISTANCE fROid BASEUNE (FEET)

5679 STRAND COURT NAPLES Fl 3411 0 FAX (239) 594-2025 PHONE (239) 594-2021 www_huiTlhdonondmonre_com

Army Corps of Engineers File SAJ-1996-02789 Date 22513 n_ -- 1 A - 1 -

STA 16+00 STA 17+50STA 14+50 sshy 1 c 4middot~ 4middot 5

4 ~ 2middot gt

2 IAHW (+033)- IIHW (+033)

0 -3 2middot ltmiddot

EAST

-fSO

bull1bull0~--------~~~==~~======= ~ MLW (-168) t-2middot

~ -z MLW (-168)

~-4NO DREDGING AT THIS STATION SHOWN FOR

REFERENCE ONLY NO DREDGING AT THIS STATION NO DREDGING AT THIS STATION~-6i~= TEIAPLATE SHOWW FOR REFERENCE ONLY TEIAPLATE SHOWN FOR REFERENCE ONLY

-8middot-8middot

-10-1DshyWEST

1 1WESTNORTH SOUTH ~ EAST

-12 I I I I I -

1dao -t so -1 oo _o 6 sh t6o do 2o -fOO -raquo0 0 Sb 100 150 200 -200 -150 -100 -~0 0 5o tampo 150 200

DiSTANCE FR04 BASELINE (FEET) DISTANCE FROM BASEliNE (FEET) DIS)ANCE FROM BASEUNE (FEET)

8

6 STA 16+50

bull 2

o1HW (+033)

loLW (-168) --

middotshy I 6middot

NO DREDGING AT THIS STATION

8shy TDIPtATE SHOWN FOR REFERENCE ONLY

o- EAST WEST

L

STA 15+00 STA 18+00

1

I 0 4middot gt2

IIHW (+033)

8 0 ldlW (-1688 ~-2I ~-

~-4~ NO DREDGING AT THIS ~= STATION SHOWN FORlt REFERENCE ONLf~-6NO DREDGING AT THIS STATION

TEIIPLATE SHOWN FOR REFERENCE ONLY -8

-1 -10 EAST WEST

-1DshyWEST

-12 1 I I I ~ EAST

_Joo -11so -11oo -~o 6 sb H~D do 2bo -1 -200 -150 -loa -~0 0 100 1~0 200

DISTANCE FROJA BASEUNE (FEET) DISTANCE FR0-4 BASEliNE (FEET) DISTANCE FROU BASELINE middot~ (FEET)

8 STA 15+50

8 STA 17+00

66

~ 4middot

STA 18+28

IAHW (+033)

MIW ( ts8) ---

EAST

NO ORE~ STATION SHOWN FOR

REFERENCE ONLY

WEST

~00 -150 -100 -so 0 50 100 1so 21

bull I bull 2 2I bull ldHW (+033)lo4HW +033)

ti 0ti MLW (-168) I _fEu-loLW (-168) ~ ~-2middot~-2

~ J~5 bull 55 ~=-middot ~

~-

~=6 a-sNO DREDGING AT THIS STATIONNO DREDGING AT THIS STATION~-TEMPLATE SHOWN FOR REFERENCE ONLfTEiolPlATpound SHOWN FOR REFERENCE ONLY 8 -8middot

-1 -10-1 o- EAST WEST -12

EAST WEST -12-1

middot200 -150 -tOO 50 100 1 0 21 -200 -150 -100 -so 0 50 100 150 2 I

DISTANCE FROM BASEUNE (FEET) DISTANCE FR0-4 BASEliNE (FEET) DISTANCE FROM BtSEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVDBB) 2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

5679 STRAND COURT NAPLES Fl 34110 FAX (239) 594-2025 PHONE 239) 594-2021 wwwhumistonandmoorecom

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 PltgtltHgt 11 rvt 11

o

R-38 R-39

NO FILL AT THIS STATION SHOWN NO FILL AT THIS STATION FOR REFERENCE ONLY SHOWN FOR REFERENCE ONLY

1-1 oL----------------------- 0 200

DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

R-41 R-42

NO FILL AT THIS STATION THIS STATION SHOWN FOR REFERENCE REFERENCE ONLYONLY SHOWN FOR

NO FILL AT

DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

NOTES

1 RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 2 COORDINATES SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN DATUM OF 1983 EAST ZONE (NAD83) 3 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)

R-40+725R-40

10

NAVD0

~ 5 z

t lw 033 NAVDI0 (MHWL)-168 NAVD

(MLW) I~ Isect

-5 1gt0 1771 FILL TEMPLATE 18 lLLJ 62 CYFT gt

-10~--------------L-------------------

I~ f-

1~ 68 NAVDI g

(MLW) I~

I~ I~ w lLLJ 73 CYFT

II NAVD

1771 FILL TEMPLATE

0 zoo 0 200 DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

NO FILL AT THIS MONUMENT SHOWN FOR VOLUMETRIC CALCULATION ONLY

R-43 R-44

10

_ 66 NAVDlb 66 NAVD ------4-7 NAVD

I-z 033 NAVD (MHW)-lt-----033 NAVD (MHW) li -168 NAVD (MLW) -168 NAVD (MLW)15

li-5

I~ 1771 FILL TEMPLATEI~ lLLJ 41 CYFT

0 1-101~---------L_---------~------------

200 0 200 SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

4 NORTH AND SOUTH LIMITS OF BEACH FILL TEMPLATE WITHIN MAXIMUM LIMITS SHOWN ON PERMIT PLANS BY PBSampJ DATED 7312012

5 ALL FILL TO BE PLACED UPLAND OF THE GULF OF MEXICO MHWL AND WITHIN THE LIMITS OF THE BEACH FILL TEMPLATES ON 5679 STRAND COURTPERMIT PLANS BY PBSampJ DATED 731 2012 NAPLES FL 3411 0

6 AREA LANDWARD OF DUNE FILL TO BE GRADED BASED ON SITE CONDITIONS AT THE TIME OF CONSTRUCTION FAX (239) 594-2025 PHONE (239) 594-2021 wwwhumlstonandrnoorecom

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 Pltgto- 1 J --f 1 ~

~

- 6Sm11S ~ 14ltgt5_ -6 ~ 14ltgt5 11 33361SZ 1laquo5- 61lt1gt073 ~ -- 3a3-n35 14ltU$ SS70tiLgtS 14gtgtS ~ 8EitG4S =ltl6S 1laquo5 NOOOEiGlNGATiHESiE~noNS 10054 ~1 1CS 6Se355 3secto7113 -__ a=1 -middot

~7 ~~ 7ltru) - mlS ~ - =

Q611SS =

t iiNIPLAf~ iNFCiRMAfloR ~fiOBLISHEti fiY DEP) MONUMENT ESTIMATED AVAiLABLE AVAILABLE

MONUMENT NORTHING EASTlNG AZIMUTH ELEVATION EFFECTIVE FILL FILL ID NAvebull DISTANCE VOLUME VOLUME

FEET) (FEET) DEGREES) FEET (FEET) (CVIFTI CVJ R-38 6898181 3fSI7837 2700 373 R-39 13887995 3B78747 2700 484 R-40 6877938 3879638 2700 297 500 82 3100 R40+725 13870688 3879638 2700 180 73 1314 R-41 BS67856 3880516 2700 324

middotroTAL AVAILABLEVOWME-NORTH FILL TEMPLATE 4414 0gt50 6882954 3879149 1795 100 92 920 1gt50 6862963 3880149 1795 100 206 2000 2gt50 6862972 31l81149 1795 100 139 1390

TOTAL AVAILABLE VOLUME -INLET FILL TEMPLATE 4370 R-42 6B57310 3192004 2650 423 R-43 6846923 3882485 2700 484 1300 36 4680 R-44 6837015 3883591 2700 674 550 41 2255

roTAL AVAILABLE VOWME -SOUTH FILL TEMPLATE 6935 TOTAL AVAILABLE VOLUME -ALL FILL TEMPLATESlt 15719

INLET FILL TEMPATE SECTIONS

STA D+SD

J-----255------- shy10 NAVD

92 CYFT FlU VOLUME

145 CYFT DESIGN CUT

11 CYFT OVER OEPTH CUT

SOUTH

-sao -400 -350 -300 -250 -200 -fso -foo -so 50 DISTANCE FROio BASEUNE (FEET)

t2j ~ ----J w lt-bullmiddotI sect_ ~ d-6

-middotmiddot -10

[ZJ 206 CYFT FILl YOLUI4E DESICWttrr[-5BNAVD)_I OVDDtPlH(-6StiAVO)shy

[Sj 228 CYFT DESIGN CUT

[[]] 12 CYFT OYER DEPTH CLJT

NORTI-I SOUTH

-lJoo -iso -ioo -iso -doo -11so -11oo -~o amp sh J

DISTANCE FROM BASELINE (FEET)

[ZJ 139 CfrT FILL VOLUUE

bSJ 14-5 CfFT OESIGN CUT

[I] 11 CYFT OVER DEPTH

NORTH

-150 -100

STA 2+50

t~SICIICUT(-551UVO)_

DVVI0[Pffi(-65MAVD)-

CUT

SOUTH

-250 -200 -fSO -faa 50 DISTANCE FROM BASEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)

2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM

JANUARY 3 TO 11 2013 4 FILL TEMPLATE LOCATION BASED ON PERMIT PLANS BY PBSampJ DATED 7312012

5679 STRAND COURT NAPLES FL 34110 FAX (239) 594-2025 PHONE (239) 594-2021 wwwbullhumlstQnandmoorecom

Army Corps of Engineers File SAJ-1996-02789 Date 22513 P~w-P 1~ nf 1~

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT B

Original PermitModification Drawings

4

Nov 24 1997 - 101327 DCWG010JPR079S2

SHEET 1 SHEET 2

~---Approximate Ending Point

~~~--Approximate Beginnin9 Point

0 ()

X w ~

u 0

u J J ()

0 ()

x w ~

LL 0

u J gt C)

SOUTH

EXCAVATION PLAN FOR CUTS 3 amp 4A THROUGH 40 FOR PER~ITIING

PURPOSES ONLY

PROJECT

APPLICANT

CLAM BAy

PELICAN BAY SERVICES DIVISION Figure

452(1)

0 T TACKNEY FLA REG 20853

middot 199602789(IP-CC) APR6 1998

---

Nov 06 1997 - 152223 DDWG010lPR079525dwg

V D NGVD V ONGVD 0~sect t_OJJ2

-wT J _3 11--zt ~

l 15 It l 20 It L I I I

CUT 1 CUT 2 amp 3

H~ t-~~ -4 II

L 40 It L I I

CUT 4A middot

VONGW I

~ S 20 Jtl l

I I

CUT 48

~-- middot~~-w~ --- - - ~- SEE NOTE-24 1

S30ftl lI I

~ CUT 4C

1 EXISTING SECTIONS VAirf ~~2 SIDE SLOPES 0 ANGLE OF REPOSE (ASSUMED 3D)

0 2 4 6 8 10 HORIZONTAl

TYPICAL CUT SECTIONS

PROJECT CLAM BAY APPLICANT middotPELICAN BAY SERVICES DIVISiON

WILSON

MILLER

~ COLLIER ~R 1997 TACKNEY AND ASSOC INC ~~~~i - of9S 25pound lot

COASTAL ENGINEERING N01d2--oso-oo -tRPiPmiddot middot~-ppoundR79 IIGTNO -~S918 25 atJ8

Figure 452(i)

D T TACKNEY fA RpoundGbull 20115J

199602789(IP-CC) APR6 1998

-~--~ ~

NOTE bull 1 TYPICAL PIPELINE ROUTE SHOJIN FOR ILLUSTRATION PURPOSES ONLY

ACTUAl PIPELINE ROUTE TO BE DETERMINED IN THE FIELD 2 ALL ELEVATIONS ARE REFERENCED TO NGVO 1929 3 All HORIZONTAL C(X)ROJNATES ARE IN STATE PLANE COORDINATE

SYSTEM NAO 1927 FLORIOA EAST ZONE

LEGEND ~ DREDGING CUT LIMITS ~zJ VOLUMEOFCUT~3ZOOOCV

----- STAnONIPROFILELOCATION

- - - - BASELINe

G) BASELINE POINT NUMBER

R-42 ONR REFERENCE MONUMENT

~ CORE BORING LOCATION C4(59)

- bull shy middot PIPELINE ROUTE

17iiIJ 181112522 gt111141 IN1ZII2 1203111 11120010 1227241 IM21111 1231317 11131~71 1227Ut 11112071 12eG517 IIIIQOI 1$00031 IMIUU 0031n IMI8311 1300171 115038AI 1310711 1111511827 13tttn 11amp241 ta 1310771 11121031 1~7711 1115311618 lnamplll4 etaat21 1288813 8IH215U 128iUt 881174131 128Bt72 81580023

232130 21 23Z7RZI 22 2S21oampBI2 21 Ua71011

~= Z1l 2331117 27 23W7C35 28 23110100

lll80tZamp lleo8011 tlll20e32 HUHN 111321131 81N0211 8111 111871005 11875020 ~I RESTORATION

CLAMBAY

DREDGING CUT 4 -SITE PLAN FOR PELICAN BAY SERVICES DISTRICT

M IISlOIIJIOORENQNEERa IDeiINRPOFIrRO HOfm-llltE tbull

DATE21B9 ALE 8042CON-AER-CUT4 rMlESflOilIOJil410CI

iN11~ii-6-21Q1 PROJECT NO 8-042 DATUM NGVDGRIO SHEET 7 OF 21

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET OF 21

sra )

I I L ubull l t ~~

~~middotmiddot l r - II - -bull1__ -lOii amp 1Ciltj -loa -loo 40 ~ -lOii -iiM -lOll -liO ampshy

-~~~ ---~ -~~~

l l I t L ~ - ~ ~

-~- - II a+c-~-~~--_~-------~--1 ~1ila-r ~1011 - -amp ~llit - -ampo t l gount

DISJMCI nc1111 UIIlJic (Jttl) GmuG ~ uNpound ~ DIIT~ _ USDIIt (JUT)

aa _

I I I L L ~

I 1shyr~~~--~~CL~-~~~~~~_~~

I =~~-b~-m=middot~-~~-----~J~~-

IIUMIX ~ IIUUM (nl1) -rMcz _ 8MIUI1 (nDJ

1-

1 orampshy

I ~

-l -bull1__Jlll -lOii middot -ampII -lOii -lao

CIITMCI _ IUIIJIC (Jill) DlllUCS _ IIASIaC (PUT) DIITMICI _ aMI (rU1]

HM CLAM BAY

bull RESTORATION bull CUT4 CROSS-SECTIONS

~-=a~--- DATE t2D1SI8 IftlE 21042-XS I SCALEbull AS 5HOWH I middot ~)~1

Pafttr-~ un bull __ run1u wrvnJe1llln SHEEn 10 or 21

~i m-

shy

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 10 OF 21

~--ORll

~fIII (Rn)

Jn1+Jt

linua ~ yenQI1 _ ibilii-CI poundMr(lllll QIIIIiil a

-L~ I Ii_J Isectshy

-----~

- -~ - shy laEiiiliiilii C ~

U~ttmiddot

---iJUS) 199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 11 OF 21

__ ltiiiiDT-Uiil--ri ~middotno~lpound

Moli~CC IIIIWmiddot~ (Fm)

middotumiddots -~IZIR-_Q CiCIIWIJCnIJ na

_ ___~

~JiotlaaampIIZ(R511o

CLAM BAY RESTORA-TION

CUTf4- CROSS-SCTtOHS

~r-F- 1M1Eo Uftlfjl IPU _ sce OS - I ~bull ~~we Lftl rbullgtn_ ~~- ~~middot11 t)f 21

I 1

l

rasr-E ~middot cnrrJ

_ IIUEIT caK cll

cawmm bull fWD bull 1

470FT

ClriiMCZ _ (lD11

I ~~~middot1--------TI~~~~~7~7~~~~~~----~~

~ E

lltlfwE IJICII umrbull (JUT) _ _ ITA t1+CID CIIWDIITI S rK1 bull 11_1

Idmiddot ~1 middot 7f1gt~5 c I

f

IISJAMCI _ llloWOJ (Fm] DIS1NCCI _ HS[UC (rur]

_ iiiUIDI CDCmiddotshyCCIIICddTE flftlbull tt

199602789(1P-GC) MODIFICATION 1 FEB 26 1999 SHEET 12 OF 21

fIIDIUTCOIIIIoiM COWPDIQl bull nGS bull ltDI -middotshy

I

DIITA~far it ~r (nrrJ

Illamp 14+11 ~middotIUSmiddot

It------~~~----~ ~~

~

DlloUUI ~ ampUIUII (Fm]

HM CLAMBAY

RESTORATION CUT4 CROSS-SECTIONS

rl~rrmiddot_bullbullrlbullbulllbullbull-1middot~Aubull_bullbull~u-~bull~bull---il~sC4u~bulloWH-II _ (a-11) _Jall PROJECT HO -C42 SHEpound1 t2 or 21

fOIIIr~~cr ~ bull - -za16 bull

t-------r~------~ ~~

~ I _ _

~ coc -C2 CCIIUOSIIKDCSbullJIJI

amt~ ~ MIIUII (rio)

IIIITMCI fJICJIIII IUilllll (f1D1

199602789(JP-CC) MODIFICATION 1 FEB 26 1999 SHEET 13 OF 21

amMa _ IMIUC 0111)

___tml)

-shy

-- shy tml)

I

llfffff

- -- (im)

____

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-shy a-

---tml)-shy ~ COiiE-middotca DIIIPamr -

----lim)

HM -=A~-r ~-middot shy

CLAM BAY RESTORATION

CUT4 CROSS-SECTIONS FOib IEIJCAII MY SfJMCES DISlliiCI

DAm middot~bullIVbull _I FUr -t-xs I SCAUo AS-P1IOJpoundCT IIOr --oa f DATIJIO HIMJ01111 I -lTbull U OF 21

I5

-I ~middot1 ~ I

_ MEMES~ ca middotmbull CCIIIICSTT ntEII bull JtJ1

o-Il

middot yen Ill~middot - middotLU7

IIIST~ nGIIIImiddotUsaIJC (mrJ

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Ii_-1 ~l I 1 ~middotl middot~ I

I

- IIUMSf =- - C1CIDIIJJII bull PMraquo bull an

I

CISITAICil_liimMmul

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IIel ~ 1 tbulll------~~==~middot------~1

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~~middot--~-tnDl

JIUIESICIIIII_CII COWSSt bull ncm bull 1a

J7

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L ~~I iogtT I

--f

war 160 160 - bull

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llool bull -IM it

-~ -middotaaalull (~

ca--~~~middot CCIIUOSJtSfMSbull znr

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I ~ot----~~----1

Imiddot -- - t6a - tia middot -z

~-~(rm)

aT CCIamp-U1 ~-Snclbull IUS

I shyt i

war

bull160 160 UAIKI MlllJM( (PB1)

CLAM BAY RESTORATION

middot CUT4 CROSS-SECTIONSHMFOR PEUCAH BAT SDMCES DJSTRICf

DATE 10118 SCALpound1 AS SHOWNt_llriRCIIIIflllnlaquoITCit~middot-~ MIU2 1410CNI) --n PROJECT NO 8-0U SHEeT t 4 OF 21

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 14 OF 21

shy -~CDIIE-CI cowasnE bull nua

rnTMCt hall Ulllll (IIEJ]

EIISTNICI rami PIIIJJC (PUQ

IJIItUCI F1ICII IIUIUME (lUrJ

1 IIITMCE ntclf IASI1liC cnrrJ

HM CLAM BAY

bull RESTORATION CUT 4 CROSS--SECTIONS bull lc BEACH DISPOSAL SECTIONS

- FORt PEUCAH BAT 5EHVICES DISTRICT

~middot ~ r~~~~~m u (WI) ~

DATE 1201SIB SCAlpound1 AS 5HOWH

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 15 OF 21

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT C

Standard Manatee Conditions for In-Water Work

5

STANDARD MANATEE CONDITIONS FOR IN-WATER WORK 2011

The permittee shall comply with the following conditions intended to protect manatees from direct project effects

a All personnel associated with the project shall be instructed about the presence of manatees and manatee speed zones and the need to avoid collisions with and injury to manatees The permittee shall advise all construction personnel that there are civil and criminal penalties for harming harassing or killing manatees which are protected under the Marine Mammal Protection Act the Endangered Species Act and the Florida Manatee Sanctuary Act

b All vessels associated with the construction project shall operate at Idle SpeedNo Wake at all times while in the immediate area and while in water where the draft of the vessel provides less than a four-footclearance from the bottom All vessels will follow routes of deep water whenever possible

c Siltation or turbidity barriers shall be made of material in which manatees cannot become entangled shall be properly secured and shall be regularly monitored to avoid manatee entanglement or entrapment Barriers must not impede manatee movement

d All on-site project personnel are responsible for observing water-related activities for the presence of manatee(s) All in-water operations including vessels must be shutdown if a manatee(s) comes within 50 feet of the operation Activities will not resume until the manatee(s) has moved beyond the 50-foot radius of the project operation or until 30 minutes elapses if the manatee(s) has not reappeared within 50 feet of the operation Animals must not be herded away or harassed into leaving

e Any collision with or injury to a manatee shall be reported immediately to the Florida Fish and Wildlife Conservation Commission (FWC) Hotline at 1-888-404-3922 Collision andor injury should also be reported to the US Fish and Wildlife Service in Jacksonville (1-904-731-3336) for north Florida or Vero Beach (1-772-562-3909) for south Florida and to FWC at I mperiledSpeciesmyFWCcom

f Temporary signs concerning manatees shall be posted prior to and during all in-water project activities All signs are to be removed by the permittee upon completion of the project Temporary signs that have already been approved for this use by the FWC must be used One sign which reads Caution Boaters must be posted A second sign measuring at least 8 by 11 explaining the requirements for Idle SpeedNo Wake and the shut down of in-water operations must be posted in a location prominently visible to all personnel engaged in water-related activities These signs can be viewed at MyFWCcommanatee Questions concerning these signs can be sent to the email address listed above

I Iii

Ill I All project vessels

IDLE SPEE NO AK

When a manatee is within 50 feet of work all in-water activities must

UT

IIi i it r i jur trt t bull

ild I 1-888-404-FWCC(3922)

orcell

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT D

Biological Opinion

6

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT E

Statewide Programmatic Biological Opinion

7

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT F

Self-Certification Statement of Compliance

8

--------------------

---------------------------------------------------------

-----------------------------------------------------

----------------

----------------------------

SELF-CERTIFICATION STATEMENT OF COMPLIANCE

Permit Number NW-3 Application Number SAJ-1996-02789

Permittees Name amp Address (please print or type)

Telephone Number

Location of the Work

Date Work Started Date Work Completed ________________

Description of the Work (eg bank stabilization residential or commercial filling docks dredging etc)

Acreage or Square Feet of Impacts to Waters of the United States

Describe Mitigation completed (if applicable)

Describe any Deviations from Permit (attach drawing(s) depicting the deviations)

I certify that all work and mitigation (if applicable) was done in accordance with the limitations and conditions as described in the permit Any deviations as described above are depicted on the attached drawing(s)

Signature of Permittee

Date

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT G

Permit Transfer Request

9

DEPARTMENT OF THE ARMY PERMIT TRANSFER REQUEST

PERMIT NUMBER SAJ-1996-02789

When the structures or work authorized by this permit are still in existence at the time the property is transferred the terms and conditions of this permit will continue to be binding on the new owner(s) of the property Although the construction period for works authorized by Department of the Army permits is finite the permit itself with its limitations does not expire

To validate the transfer of this permit and the associated responsibilities associated with compliance with its terms and conditions have the transferee sign and date below and mail to the US Army Corps of Engineers Enforcement Section Post Office Box 4970 Jacksonville FL 32232shy0019

(TRANSFEREE-SIGNATURE) (SUBDIVISION)

(DATE) (LOT) (BLOCK)

(STREET ADDRESS) (NAME-PRINTED)

(MAILING ADDRESS)

(CITY STATE ZIP CODE)

Page 17: JACKSONVILLE DISTRICT CORPS OF ENGINEERS …...FORT MYERS, FL 33919 REPLY TO ATTENTION OF Regulatory Division FEB 2 8 2013 South Permits Branch/Fort Myers Section SAJ-1996-02789 (NWP-WDD)

3a-l TY~TUololJ

-1

~ 274

OJ 27 CYFT OVER

NORTH

-fSO

STA 5+00STA 2+25 STA 4+10

~ 4 ~4

000(-1

DESGtIGUT(-58WAV0)_1 DVEROEPTII(-5ltllvtl)-

~4 Iltt 2middot lt~2middotlt~3 ~IIHW +0bull 33) w (+middot) = I I ~38

2ojw (-168) v=8SSSYg__jbullLw (-168) I ~-2 z

~-2 ~-4 OESIGNCUT-SINAVD)_ bgt) gtI)-)) G~E~~~=~~~~-3 ~-6 OVGDEPIH(-SJIUVD)shy

D 121 CYFT DESH3N CUT-41 [SJ 171 CfrT DESIGN CUT CYFT OESICN CUT-middotmiddot ITJ] 11 ((FT OVER DEPTH CUT DEPTH CUT-sl rn 11 CfFT OVER DEPTH CUT -10 tIORTH SOUTH NORTH SOUTH SOUTH

1 1 -12~~--~------~---~---~~--~---------------~-~Joo -$so -~oo -dso -doo -t so -1 oo -1( 6 sh -400 -350 -300 -250 -200 -150 -100 -50 -foo -so so 100 150 200 DISTANCE FROU BASEUNE (FEET) DISTANCE FRO~ SASEUNE (FEET) DISTAHCE FROliC BASELIHE (fEET)

STA 2+50

0~ 4 gt2 2middot 2

-l ti ~ sect_4

4

2 JIHW +033)

STA 3+30

0-2Jw (-16

8) ~-ltgt~ I

D 17 CYFT DESIGN CUT

ITJJ t I CYFT OVER DEPTH CUT

NORTH SOUTH 1 1 1 1-ioo b 1

~ d-6 -8

-10 SOUTH

50 -tJoo -~so -3oo -dso -tso -1 oo -ho so -roo -50 5middoto 100 150 200 DISTANCE FRO~ BASEUNE (FEET) DISTAHCE FROM BASELIHE (FEET)

STA 3+645 STA 5+10

0 4~4 2middot

3 2 JMHW +033)-_J~ ti 0

8~ -2jw (-168) B0 jw (-16 )~-2

~-4 ~-4middot 100--000-0

f ) 1 I 1 ) IYi ~E~~ ~ ~~~~-6 ~-6 -8 [Sj 108 CYFT DESIGN CUT -8 (sJ 248 CYrT OESlGN CUT

ITJ] 11 CYFT OYER DEPTH CUT rn 27 cvrr ovER DEPTH cuT-10 -1 NORTH SOUTH NORTH SOUTH

1 1

--p~ I

1 1 15middoto -tJoo -~so -ioo -dso -ioo -1 so -1 oo -~o b sh -1doo -1 so -1 oo -~o 6 sh 16o H~o 20

DISTANCE FROM BASELINE (FEET) DISTANCE FROid BASEUNE (fEET) DISTANCE FROliC BASELINE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 PRECDNSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

5679 STRAND COURT NAPLES FL 34110 FAX (239) 594-2025 ~_H_(NtJf_~~Ll~-~~1__ _

_ o-=IIIHW l-t0bull5Y) oogt~ lt(y

~G~~ ~==~ ~~~ ~

~ 4

~ 2middot

[SJ 145 CYFI DESIGN CUT

[I] 11 CfFT OV[R DEPTH CUT

NORTH

-350 -300 -250 -200 -150

DISTANCE FROtt BASEUNE (FEET)

STA 2+75

-foo -~o

_ o-=IMHW t+0bull55) ~ (

o~~~ ~~ ~~ -1

-250 -200 -fso -100 -middotbullO

SOUTH

-1

~ 275 CYFT DESIGN CUT

[I] 26- CYFT OVER DEPTH CUT

NORTH

-fso

STA 4+60

SOUTH

Army Corps of Engineers File SAJ-1996-02789 Date 22513 PltoP R of 1 i

STA 5+60

~4 2middot3 JMHW (+033)

IALW -168

) gt gt ) gtJ==~~~a~ ~=~ ~~

[Sj 185 CYfrT DESIGN CUT

21 CYFT OVER DEPTH CUT

NORTH SOUTH

-fso -foo -50 o smiddoto

[I]

200 DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 6+10 STA 7+50

-obull ~ 4middot

~ 2middot t

2 J11HW (+033)I

~ O MLW (-168) --2 z

~ btsiGNCUT(-UNIVll)

K ( 6 ( 1 0r J ==~o~E~~ ~ ~~ titCt--==OVEDEPTH(-IlIIVll)= [Sj 17 rtFT DESIGN CUTCYFT DESIGN CUT -8

m 07 CYFT OYER DEPTH CUT

- nJMnn TVogtgt)

~LW (-168)

[Sj 109

oJ 17

NORTH

-rso 260 -tdoo -lso -ioo -bo 6 5b tdo 1Jo 260

rrjFT OVER DEPTH CUT -10

WEST EASTSOUTH

-foo -so 5o 100 1$0 200 -1Joo -115o -loa -~o 6 sb 16o 1o

STA 8+50STA 7+10

~ 4middot0 4

i MHW (+033)

Ef oj~ALw (-168) --2 ~0 gtonn bullbull

[SJ 105 CYFT

~~~~--------------~==~-=====~~===========]z ~-4 _J Hmiddot)_____ I_ DESIGNOE~~ (-51 NIVD) yf 5 (I) ((I f (I 9rf ==~c~~~ ~ ~

-~~-6 -8-J bS) 16 ClFT DESIGN CUT DESIGN CUT

CD tD ClFT OVER DEPTH CUT ITJ 22 CYFT OVER DEPTH CUT-10 -10

WEST EAST WEST EAST 1_Joo -11 -11 -~o b sb 1Jo 1~0 2o -t_Joo so 1oo -~o 6 5h 1Jo tdo 2amposo oo -1 -1

DISTANCE FROM BASEUNE (rEET)

STA 9+00

0 4

MHW +D33) 0

ti jMtw lt us) ~x_ lt_z z ~-4middot -lt Ilt ( ( ((Ilt (t) I ~~ ~~ =~~~

~-middot -8-J bSJ 127 CfFT DESIGN CUT

rn 25 CYFT OYER DEPTH CUT-10 WEST EAST

I)

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 8+00 STA 9+50STA S+SO

0 4middot~4 ~4 ~ 2middot MHW (+055) MHW (+D33bull) ~MHW (+033)

E0 loLW (-168)li jMLW ( 168) I I

shy

I emiddotojMLW ( 168) 7 ~ I I --2 --2 -z

z-~--~ DESIGNCUT(-bullsNIVb)~-4 ~-4middot~-4 _DESIONCUT(-5 5HAVD) ~==WEI1DEItH(-53NIVIl)-DVERDEPTH(-551UVIl)~-middot ~-middot ~-middot

-B-J rs) 52 cfFT DESIGN CUT [Sj 108 CfFT DESIGN CUT-8-l [Sj 31 CIFT DESIGN CUT -8 [I] 14 CYFT OYER DEPTH CUT ITJ 26 Cln OVER DEPTH CUTrn 11 CIFT OVER DEPTH CUT -10-10 -10 WEST EASTNORTH SOUTH WEST EAST

_~2tOO~r-~-r-~-~-r~~~--~~---------=~~ -12 j I I I Q l Q I 6 -1z-r--r----r----r----r----r--r--~--------_ -150 -roo -so 200 -200 -15o -too -so so 1 o 1so 2 a -200 -ISO -100 --o 50 200

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

5679 STRAND COURT NAPLES FL 34110 FAX (239) 594-2025 PHONE (239) 594-2021 wwwhum1stonandmoorecom

Army Corps ofEngineers File SAJ-1996-02789 Date 22513

8 STA 10+00

6

lt I2 4

MHW (+0bull 53)

li E l MLW (-16S) ~ 1amp-2middot z z

Q-4middot0 ~ I NO OREOGINO AT THIS STATION ~-~=

TEIIPLATE SHOWN fOR REfERENCE ONLY

4

-10

-12middot

6

4

2 MHW (+03J)

STA 10+19

UIW (-168)

NORTH

~ ~J NO DREDGING AT THIS STATION

TEUPLAT SHOWN FOR REFERENCE ONLY

SOUTH

-no -150 -100 -so b 50 ulo do 2

8

6

B

lt ~ 23 1

4

g g z 0 6

i- ~-

~- ~-

_-I o-_ 1gtshy

-I

1gt- WEST EAST __ ~ J--- middotshymiddot-- middot- middotshy

DISTANCE FROM BASEUNE (FEET)

DISTANCE FROM BASEUNE (FEET)

STA 10+50

s

)

~ 6 i shy

shyNO DREDGING AT THIS STATION shy

TEMPLATE SHOWN FOR REFERENCE ONLY

-I )

NORTH SOUTH _

200 shy-rso -foe DISTANCE FROM BASEUNE (FEET)

NOTES

STA 11+00

I

MHW (-+033)

MLW (-168)

NORTH

~ A NO DREDGING AT THIS STATION

TtMPLATE HDWN fOR REFERENCE ONLY

SOUTH

DISTANCt FROM BASEUNE (FEET)

STA 11+50

MHW +033)

MLW (-168)

~ J NO DREDGING AT THIS STATION

Tpound14PLATE SHOWN fOR REFERENCE ONLY

NORTH SOUTH

DISTANCE fRO~ BASEUNE (FEET)

STA 12+00

ltHW (-+033)

IILW ( 168)

~ NO DREDGING AT THIS STATION

TEI4PLATE SHOWN FOR REFERENCE ONLY

NORTH SOUTH

00 -1SD -100 -so 6 50 100 ISO 2

DISTANCE FROM BASEUNE (FEET)

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

1 lt-4 gt2

loHW (+053)

9 0

-2 z ~-4

STA 13+00

~ ~-middot

-6

NO DREDGING AT THIS STATION SHOWN FOR

REFERENCE ONLY

-10 NORTH

-12 -200 -150 -100 -50 50

DISTANCE FROid BASEUNE (FEET)

100

SOUTH

I 0 200

1 lt-4

2middot lo1HW (+053)

STA 1l+50

-z ~-4g-6

-8

-10 NORTH

-12 -200 -150 -100

~ NO DREDGING AT THIS STATION SHOW~gt~ FOR

REFERENCE ONLY

-50

SOUTH

200

DISTANCE FROid BASEUNE (FEET)

B STA 14+00

6

I 4

2 MHW (+OJ3)

go- MLW (-168) I z sshy~-

~ NO DREDGING AT THIS STATION SHOWN FOR

REFERENCE ONLY

NORTH SOUTH

-- middotshyDISTANCE fROid BASEUNE (FEET)

5679 STRAND COURT NAPLES Fl 3411 0 FAX (239) 594-2025 PHONE (239) 594-2021 www_huiTlhdonondmonre_com

Army Corps of Engineers File SAJ-1996-02789 Date 22513 n_ -- 1 A - 1 -

STA 16+00 STA 17+50STA 14+50 sshy 1 c 4middot~ 4middot 5

4 ~ 2middot gt

2 IAHW (+033)- IIHW (+033)

0 -3 2middot ltmiddot

EAST

-fSO

bull1bull0~--------~~~==~~======= ~ MLW (-168) t-2middot

~ -z MLW (-168)

~-4NO DREDGING AT THIS STATION SHOWN FOR

REFERENCE ONLY NO DREDGING AT THIS STATION NO DREDGING AT THIS STATION~-6i~= TEIAPLATE SHOWW FOR REFERENCE ONLY TEIAPLATE SHOWN FOR REFERENCE ONLY

-8middot-8middot

-10-1DshyWEST

1 1WESTNORTH SOUTH ~ EAST

-12 I I I I I -

1dao -t so -1 oo _o 6 sh t6o do 2o -fOO -raquo0 0 Sb 100 150 200 -200 -150 -100 -~0 0 5o tampo 150 200

DiSTANCE FR04 BASELINE (FEET) DISTANCE FROM BASEliNE (FEET) DIS)ANCE FROM BASEUNE (FEET)

8

6 STA 16+50

bull 2

o1HW (+033)

loLW (-168) --

middotshy I 6middot

NO DREDGING AT THIS STATION

8shy TDIPtATE SHOWN FOR REFERENCE ONLY

o- EAST WEST

L

STA 15+00 STA 18+00

1

I 0 4middot gt2

IIHW (+033)

8 0 ldlW (-1688 ~-2I ~-

~-4~ NO DREDGING AT THIS ~= STATION SHOWN FORlt REFERENCE ONLf~-6NO DREDGING AT THIS STATION

TEIIPLATE SHOWN FOR REFERENCE ONLY -8

-1 -10 EAST WEST

-1DshyWEST

-12 1 I I I ~ EAST

_Joo -11so -11oo -~o 6 sb H~D do 2bo -1 -200 -150 -loa -~0 0 100 1~0 200

DISTANCE FROJA BASEUNE (FEET) DISTANCE FR0-4 BASEliNE (FEET) DISTANCE FROU BASELINE middot~ (FEET)

8 STA 15+50

8 STA 17+00

66

~ 4middot

STA 18+28

IAHW (+033)

MIW ( ts8) ---

EAST

NO ORE~ STATION SHOWN FOR

REFERENCE ONLY

WEST

~00 -150 -100 -so 0 50 100 1so 21

bull I bull 2 2I bull ldHW (+033)lo4HW +033)

ti 0ti MLW (-168) I _fEu-loLW (-168) ~ ~-2middot~-2

~ J~5 bull 55 ~=-middot ~

~-

~=6 a-sNO DREDGING AT THIS STATIONNO DREDGING AT THIS STATION~-TEMPLATE SHOWN FOR REFERENCE ONLfTEiolPlATpound SHOWN FOR REFERENCE ONLY 8 -8middot

-1 -10-1 o- EAST WEST -12

EAST WEST -12-1

middot200 -150 -tOO 50 100 1 0 21 -200 -150 -100 -so 0 50 100 150 2 I

DISTANCE FROM BASEUNE (FEET) DISTANCE FR0-4 BASEliNE (FEET) DISTANCE FROM BtSEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVDBB) 2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

5679 STRAND COURT NAPLES Fl 34110 FAX (239) 594-2025 PHONE 239) 594-2021 wwwhumistonandmoorecom

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 PltgtltHgt 11 rvt 11

o

R-38 R-39

NO FILL AT THIS STATION SHOWN NO FILL AT THIS STATION FOR REFERENCE ONLY SHOWN FOR REFERENCE ONLY

1-1 oL----------------------- 0 200

DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

R-41 R-42

NO FILL AT THIS STATION THIS STATION SHOWN FOR REFERENCE REFERENCE ONLYONLY SHOWN FOR

NO FILL AT

DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

NOTES

1 RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 2 COORDINATES SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN DATUM OF 1983 EAST ZONE (NAD83) 3 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)

R-40+725R-40

10

NAVD0

~ 5 z

t lw 033 NAVDI0 (MHWL)-168 NAVD

(MLW) I~ Isect

-5 1gt0 1771 FILL TEMPLATE 18 lLLJ 62 CYFT gt

-10~--------------L-------------------

I~ f-

1~ 68 NAVDI g

(MLW) I~

I~ I~ w lLLJ 73 CYFT

II NAVD

1771 FILL TEMPLATE

0 zoo 0 200 DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

NO FILL AT THIS MONUMENT SHOWN FOR VOLUMETRIC CALCULATION ONLY

R-43 R-44

10

_ 66 NAVDlb 66 NAVD ------4-7 NAVD

I-z 033 NAVD (MHW)-lt-----033 NAVD (MHW) li -168 NAVD (MLW) -168 NAVD (MLW)15

li-5

I~ 1771 FILL TEMPLATEI~ lLLJ 41 CYFT

0 1-101~---------L_---------~------------

200 0 200 SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

4 NORTH AND SOUTH LIMITS OF BEACH FILL TEMPLATE WITHIN MAXIMUM LIMITS SHOWN ON PERMIT PLANS BY PBSampJ DATED 7312012

5 ALL FILL TO BE PLACED UPLAND OF THE GULF OF MEXICO MHWL AND WITHIN THE LIMITS OF THE BEACH FILL TEMPLATES ON 5679 STRAND COURTPERMIT PLANS BY PBSampJ DATED 731 2012 NAPLES FL 3411 0

6 AREA LANDWARD OF DUNE FILL TO BE GRADED BASED ON SITE CONDITIONS AT THE TIME OF CONSTRUCTION FAX (239) 594-2025 PHONE (239) 594-2021 wwwhumlstonandrnoorecom

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 Pltgto- 1 J --f 1 ~

~

- 6Sm11S ~ 14ltgt5_ -6 ~ 14ltgt5 11 33361SZ 1laquo5- 61lt1gt073 ~ -- 3a3-n35 14ltU$ SS70tiLgtS 14gtgtS ~ 8EitG4S =ltl6S 1laquo5 NOOOEiGlNGATiHESiE~noNS 10054 ~1 1CS 6Se355 3secto7113 -__ a=1 -middot

~7 ~~ 7ltru) - mlS ~ - =

Q611SS =

t iiNIPLAf~ iNFCiRMAfloR ~fiOBLISHEti fiY DEP) MONUMENT ESTIMATED AVAiLABLE AVAILABLE

MONUMENT NORTHING EASTlNG AZIMUTH ELEVATION EFFECTIVE FILL FILL ID NAvebull DISTANCE VOLUME VOLUME

FEET) (FEET) DEGREES) FEET (FEET) (CVIFTI CVJ R-38 6898181 3fSI7837 2700 373 R-39 13887995 3B78747 2700 484 R-40 6877938 3879638 2700 297 500 82 3100 R40+725 13870688 3879638 2700 180 73 1314 R-41 BS67856 3880516 2700 324

middotroTAL AVAILABLEVOWME-NORTH FILL TEMPLATE 4414 0gt50 6882954 3879149 1795 100 92 920 1gt50 6862963 3880149 1795 100 206 2000 2gt50 6862972 31l81149 1795 100 139 1390

TOTAL AVAILABLE VOLUME -INLET FILL TEMPLATE 4370 R-42 6B57310 3192004 2650 423 R-43 6846923 3882485 2700 484 1300 36 4680 R-44 6837015 3883591 2700 674 550 41 2255

roTAL AVAILABLE VOWME -SOUTH FILL TEMPLATE 6935 TOTAL AVAILABLE VOLUME -ALL FILL TEMPLATESlt 15719

INLET FILL TEMPATE SECTIONS

STA D+SD

J-----255------- shy10 NAVD

92 CYFT FlU VOLUME

145 CYFT DESIGN CUT

11 CYFT OVER OEPTH CUT

SOUTH

-sao -400 -350 -300 -250 -200 -fso -foo -so 50 DISTANCE FROio BASEUNE (FEET)

t2j ~ ----J w lt-bullmiddotI sect_ ~ d-6

-middotmiddot -10

[ZJ 206 CYFT FILl YOLUI4E DESICWttrr[-5BNAVD)_I OVDDtPlH(-6StiAVO)shy

[Sj 228 CYFT DESIGN CUT

[[]] 12 CYFT OYER DEPTH CLJT

NORTI-I SOUTH

-lJoo -iso -ioo -iso -doo -11so -11oo -~o amp sh J

DISTANCE FROM BASELINE (FEET)

[ZJ 139 CfrT FILL VOLUUE

bSJ 14-5 CfFT OESIGN CUT

[I] 11 CYFT OVER DEPTH

NORTH

-150 -100

STA 2+50

t~SICIICUT(-551UVO)_

DVVI0[Pffi(-65MAVD)-

CUT

SOUTH

-250 -200 -fSO -faa 50 DISTANCE FROM BASEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)

2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM

JANUARY 3 TO 11 2013 4 FILL TEMPLATE LOCATION BASED ON PERMIT PLANS BY PBSampJ DATED 7312012

5679 STRAND COURT NAPLES FL 34110 FAX (239) 594-2025 PHONE (239) 594-2021 wwwbullhumlstQnandmoorecom

Army Corps of Engineers File SAJ-1996-02789 Date 22513 P~w-P 1~ nf 1~

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT B

Original PermitModification Drawings

4

Nov 24 1997 - 101327 DCWG010JPR079S2

SHEET 1 SHEET 2

~---Approximate Ending Point

~~~--Approximate Beginnin9 Point

0 ()

X w ~

u 0

u J J ()

0 ()

x w ~

LL 0

u J gt C)

SOUTH

EXCAVATION PLAN FOR CUTS 3 amp 4A THROUGH 40 FOR PER~ITIING

PURPOSES ONLY

PROJECT

APPLICANT

CLAM BAy

PELICAN BAY SERVICES DIVISION Figure

452(1)

0 T TACKNEY FLA REG 20853

middot 199602789(IP-CC) APR6 1998

---

Nov 06 1997 - 152223 DDWG010lPR079525dwg

V D NGVD V ONGVD 0~sect t_OJJ2

-wT J _3 11--zt ~

l 15 It l 20 It L I I I

CUT 1 CUT 2 amp 3

H~ t-~~ -4 II

L 40 It L I I

CUT 4A middot

VONGW I

~ S 20 Jtl l

I I

CUT 48

~-- middot~~-w~ --- - - ~- SEE NOTE-24 1

S30ftl lI I

~ CUT 4C

1 EXISTING SECTIONS VAirf ~~2 SIDE SLOPES 0 ANGLE OF REPOSE (ASSUMED 3D)

0 2 4 6 8 10 HORIZONTAl

TYPICAL CUT SECTIONS

PROJECT CLAM BAY APPLICANT middotPELICAN BAY SERVICES DIVISiON

WILSON

MILLER

~ COLLIER ~R 1997 TACKNEY AND ASSOC INC ~~~~i - of9S 25pound lot

COASTAL ENGINEERING N01d2--oso-oo -tRPiPmiddot middot~-ppoundR79 IIGTNO -~S918 25 atJ8

Figure 452(i)

D T TACKNEY fA RpoundGbull 20115J

199602789(IP-CC) APR6 1998

-~--~ ~

NOTE bull 1 TYPICAL PIPELINE ROUTE SHOJIN FOR ILLUSTRATION PURPOSES ONLY

ACTUAl PIPELINE ROUTE TO BE DETERMINED IN THE FIELD 2 ALL ELEVATIONS ARE REFERENCED TO NGVO 1929 3 All HORIZONTAL C(X)ROJNATES ARE IN STATE PLANE COORDINATE

SYSTEM NAO 1927 FLORIOA EAST ZONE

LEGEND ~ DREDGING CUT LIMITS ~zJ VOLUMEOFCUT~3ZOOOCV

----- STAnONIPROFILELOCATION

- - - - BASELINe

G) BASELINE POINT NUMBER

R-42 ONR REFERENCE MONUMENT

~ CORE BORING LOCATION C4(59)

- bull shy middot PIPELINE ROUTE

17iiIJ 181112522 gt111141 IN1ZII2 1203111 11120010 1227241 IM21111 1231317 11131~71 1227Ut 11112071 12eG517 IIIIQOI 1$00031 IMIUU 0031n IMI8311 1300171 115038AI 1310711 1111511827 13tttn 11amp241 ta 1310771 11121031 1~7711 1115311618 lnamplll4 etaat21 1288813 8IH215U 128iUt 881174131 128Bt72 81580023

232130 21 23Z7RZI 22 2S21oampBI2 21 Ua71011

~= Z1l 2331117 27 23W7C35 28 23110100

lll80tZamp lleo8011 tlll20e32 HUHN 111321131 81N0211 8111 111871005 11875020 ~I RESTORATION

CLAMBAY

DREDGING CUT 4 -SITE PLAN FOR PELICAN BAY SERVICES DISTRICT

M IISlOIIJIOORENQNEERa IDeiINRPOFIrRO HOfm-llltE tbull

DATE21B9 ALE 8042CON-AER-CUT4 rMlESflOilIOJil410CI

iN11~ii-6-21Q1 PROJECT NO 8-042 DATUM NGVDGRIO SHEET 7 OF 21

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET OF 21

sra )

I I L ubull l t ~~

~~middotmiddot l r - II - -bull1__ -lOii amp 1Ciltj -loa -loo 40 ~ -lOii -iiM -lOll -liO ampshy

-~~~ ---~ -~~~

l l I t L ~ - ~ ~

-~- - II a+c-~-~~--_~-------~--1 ~1ila-r ~1011 - -amp ~llit - -ampo t l gount

DISJMCI nc1111 UIIlJic (Jttl) GmuG ~ uNpound ~ DIIT~ _ USDIIt (JUT)

aa _

I I I L L ~

I 1shyr~~~--~~CL~-~~~~~~_~~

I =~~-b~-m=middot~-~~-----~J~~-

IIUMIX ~ IIUUM (nl1) -rMcz _ 8MIUI1 (nDJ

1-

1 orampshy

I ~

-l -bull1__Jlll -lOii middot -ampII -lOii -lao

CIITMCI _ IUIIJIC (Jill) DlllUCS _ IIASIaC (PUT) DIITMICI _ aMI (rU1]

HM CLAM BAY

bull RESTORATION bull CUT4 CROSS-SECTIONS

~-=a~--- DATE t2D1SI8 IftlE 21042-XS I SCALEbull AS 5HOWH I middot ~)~1

Pafttr-~ un bull __ run1u wrvnJe1llln SHEEn 10 or 21

~i m-

shy

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 10 OF 21

~--ORll

~fIII (Rn)

Jn1+Jt

linua ~ yenQI1 _ ibilii-CI poundMr(lllll QIIIIiil a

-L~ I Ii_J Isectshy

-----~

- -~ - shy laEiiiliiilii C ~

U~ttmiddot

---iJUS) 199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 11 OF 21

__ ltiiiiDT-Uiil--ri ~middotno~lpound

Moli~CC IIIIWmiddot~ (Fm)

middotumiddots -~IZIR-_Q CiCIIWIJCnIJ na

_ ___~

~JiotlaaampIIZ(R511o

CLAM BAY RESTORA-TION

CUTf4- CROSS-SCTtOHS

~r-F- 1M1Eo Uftlfjl IPU _ sce OS - I ~bull ~~we Lftl rbullgtn_ ~~- ~~middot11 t)f 21

I 1

l

rasr-E ~middot cnrrJ

_ IIUEIT caK cll

cawmm bull fWD bull 1

470FT

ClriiMCZ _ (lD11

I ~~~middot1--------TI~~~~~7~7~~~~~~----~~

~ E

lltlfwE IJICII umrbull (JUT) _ _ ITA t1+CID CIIWDIITI S rK1 bull 11_1

Idmiddot ~1 middot 7f1gt~5 c I

f

IISJAMCI _ llloWOJ (Fm] DIS1NCCI _ HS[UC (rur]

_ iiiUIDI CDCmiddotshyCCIIICddTE flftlbull tt

199602789(1P-GC) MODIFICATION 1 FEB 26 1999 SHEET 12 OF 21

fIIDIUTCOIIIIoiM COWPDIQl bull nGS bull ltDI -middotshy

I

DIITA~far it ~r (nrrJ

Illamp 14+11 ~middotIUSmiddot

It------~~~----~ ~~

~

DlloUUI ~ ampUIUII (Fm]

HM CLAMBAY

RESTORATION CUT4 CROSS-SECTIONS

rl~rrmiddot_bullbullrlbullbulllbullbull-1middot~Aubull_bullbull~u-~bull~bull---il~sC4u~bulloWH-II _ (a-11) _Jall PROJECT HO -C42 SHEpound1 t2 or 21

fOIIIr~~cr ~ bull - -za16 bull

t-------r~------~ ~~

~ I _ _

~ coc -C2 CCIIUOSIIKDCSbullJIJI

amt~ ~ MIIUII (rio)

IIIITMCI fJICJIIII IUilllll (f1D1

199602789(JP-CC) MODIFICATION 1 FEB 26 1999 SHEET 13 OF 21

amMa _ IMIUC 0111)

___tml)

-shy

-- shy tml)

I

llfffff

- -- (im)

____

-shy idiiiiiC1 ~

t~l urrtn~ I

I ---ill)

-shy a-

---tml)-shy ~ COiiE-middotca DIIIPamr -

----lim)

HM -=A~-r ~-middot shy

CLAM BAY RESTORATION

CUT4 CROSS-SECTIONS FOib IEIJCAII MY SfJMCES DISlliiCI

DAm middot~bullIVbull _I FUr -t-xs I SCAUo AS-P1IOJpoundCT IIOr --oa f DATIJIO HIMJ01111 I -lTbull U OF 21

I5

-I ~middot1 ~ I

_ MEMES~ ca middotmbull CCIIIICSTT ntEII bull JtJ1

o-Il

middot yen Ill~middot - middotLU7

IIIST~ nGIIIImiddotUsaIJC (mrJ

liiUitCII COli- C4 cawosm bull rliCS

Ii_-1 ~l I 1 ~middotl middot~ I

I

- IIUMSf =- - C1CIDIIJJII bull PMraquo bull an

I

CISITAICil_liimMmul

aU~mrrCIIIII-tswaa1u CIMDTT S ES bull IU

IIel ~ 1 tbulll------~~==~middot------~1

ishyDmZ USlPK (riD) DCifAMCIInDit~(nD)

~~middot--~-tnDl

JIUIESICIIIII_CII COWSSt bull ncm bull 1a

J7

--r CC CSI ~SnGbullILIbullI

L ~~I iogtT I

--f

war 160 160 - bull

CIIT~ ~ IAIIUtfmiddot~ -shy asrmiddotea ~UICtiiUOmE ncsmiddot IJoUI

llool bull -IM it

-~ -middotaaalull (~

ca--~~~middot CCIIUOSJtSfMSbull znr

~~ ~

I ~ot----~~----1

Imiddot -- - t6a - tia middot -z

~-~(rm)

aT CCIamp-U1 ~-Snclbull IUS

I shyt i

war

bull160 160 UAIKI MlllJM( (PB1)

CLAM BAY RESTORATION

middot CUT4 CROSS-SECTIONSHMFOR PEUCAH BAT SDMCES DJSTRICf

DATE 10118 SCALpound1 AS SHOWNt_llriRCIIIIflllnlaquoITCit~middot-~ MIU2 1410CNI) --n PROJECT NO 8-0U SHEeT t 4 OF 21

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 14 OF 21

shy -~CDIIE-CI cowasnE bull nua

rnTMCt hall Ulllll (IIEJ]

EIISTNICI rami PIIIJJC (PUQ

IJIItUCI F1ICII IIUIUME (lUrJ

1 IIITMCE ntclf IASI1liC cnrrJ

HM CLAM BAY

bull RESTORATION CUT 4 CROSS--SECTIONS bull lc BEACH DISPOSAL SECTIONS

- FORt PEUCAH BAT 5EHVICES DISTRICT

~middot ~ r~~~~~m u (WI) ~

DATE 1201SIB SCAlpound1 AS 5HOWH

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 15 OF 21

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT C

Standard Manatee Conditions for In-Water Work

5

STANDARD MANATEE CONDITIONS FOR IN-WATER WORK 2011

The permittee shall comply with the following conditions intended to protect manatees from direct project effects

a All personnel associated with the project shall be instructed about the presence of manatees and manatee speed zones and the need to avoid collisions with and injury to manatees The permittee shall advise all construction personnel that there are civil and criminal penalties for harming harassing or killing manatees which are protected under the Marine Mammal Protection Act the Endangered Species Act and the Florida Manatee Sanctuary Act

b All vessels associated with the construction project shall operate at Idle SpeedNo Wake at all times while in the immediate area and while in water where the draft of the vessel provides less than a four-footclearance from the bottom All vessels will follow routes of deep water whenever possible

c Siltation or turbidity barriers shall be made of material in which manatees cannot become entangled shall be properly secured and shall be regularly monitored to avoid manatee entanglement or entrapment Barriers must not impede manatee movement

d All on-site project personnel are responsible for observing water-related activities for the presence of manatee(s) All in-water operations including vessels must be shutdown if a manatee(s) comes within 50 feet of the operation Activities will not resume until the manatee(s) has moved beyond the 50-foot radius of the project operation or until 30 minutes elapses if the manatee(s) has not reappeared within 50 feet of the operation Animals must not be herded away or harassed into leaving

e Any collision with or injury to a manatee shall be reported immediately to the Florida Fish and Wildlife Conservation Commission (FWC) Hotline at 1-888-404-3922 Collision andor injury should also be reported to the US Fish and Wildlife Service in Jacksonville (1-904-731-3336) for north Florida or Vero Beach (1-772-562-3909) for south Florida and to FWC at I mperiledSpeciesmyFWCcom

f Temporary signs concerning manatees shall be posted prior to and during all in-water project activities All signs are to be removed by the permittee upon completion of the project Temporary signs that have already been approved for this use by the FWC must be used One sign which reads Caution Boaters must be posted A second sign measuring at least 8 by 11 explaining the requirements for Idle SpeedNo Wake and the shut down of in-water operations must be posted in a location prominently visible to all personnel engaged in water-related activities These signs can be viewed at MyFWCcommanatee Questions concerning these signs can be sent to the email address listed above

I Iii

Ill I All project vessels

IDLE SPEE NO AK

When a manatee is within 50 feet of work all in-water activities must

UT

IIi i it r i jur trt t bull

ild I 1-888-404-FWCC(3922)

orcell

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT D

Biological Opinion

6

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT E

Statewide Programmatic Biological Opinion

7

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT F

Self-Certification Statement of Compliance

8

--------------------

---------------------------------------------------------

-----------------------------------------------------

----------------

----------------------------

SELF-CERTIFICATION STATEMENT OF COMPLIANCE

Permit Number NW-3 Application Number SAJ-1996-02789

Permittees Name amp Address (please print or type)

Telephone Number

Location of the Work

Date Work Started Date Work Completed ________________

Description of the Work (eg bank stabilization residential or commercial filling docks dredging etc)

Acreage or Square Feet of Impacts to Waters of the United States

Describe Mitigation completed (if applicable)

Describe any Deviations from Permit (attach drawing(s) depicting the deviations)

I certify that all work and mitigation (if applicable) was done in accordance with the limitations and conditions as described in the permit Any deviations as described above are depicted on the attached drawing(s)

Signature of Permittee

Date

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT G

Permit Transfer Request

9

DEPARTMENT OF THE ARMY PERMIT TRANSFER REQUEST

PERMIT NUMBER SAJ-1996-02789

When the structures or work authorized by this permit are still in existence at the time the property is transferred the terms and conditions of this permit will continue to be binding on the new owner(s) of the property Although the construction period for works authorized by Department of the Army permits is finite the permit itself with its limitations does not expire

To validate the transfer of this permit and the associated responsibilities associated with compliance with its terms and conditions have the transferee sign and date below and mail to the US Army Corps of Engineers Enforcement Section Post Office Box 4970 Jacksonville FL 32232shy0019

(TRANSFEREE-SIGNATURE) (SUBDIVISION)

(DATE) (LOT) (BLOCK)

(STREET ADDRESS) (NAME-PRINTED)

(MAILING ADDRESS)

(CITY STATE ZIP CODE)

Page 18: JACKSONVILLE DISTRICT CORPS OF ENGINEERS …...FORT MYERS, FL 33919 REPLY TO ATTENTION OF Regulatory Division FEB 2 8 2013 South Permits Branch/Fort Myers Section SAJ-1996-02789 (NWP-WDD)

STA 5+60

~4 2middot3 JMHW (+033)

IALW -168

) gt gt ) gtJ==~~~a~ ~=~ ~~

[Sj 185 CYfrT DESIGN CUT

21 CYFT OVER DEPTH CUT

NORTH SOUTH

-fso -foo -50 o smiddoto

[I]

200 DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 6+10 STA 7+50

-obull ~ 4middot

~ 2middot t

2 J11HW (+033)I

~ O MLW (-168) --2 z

~ btsiGNCUT(-UNIVll)

K ( 6 ( 1 0r J ==~o~E~~ ~ ~~ titCt--==OVEDEPTH(-IlIIVll)= [Sj 17 rtFT DESIGN CUTCYFT DESIGN CUT -8

m 07 CYFT OYER DEPTH CUT

- nJMnn TVogtgt)

~LW (-168)

[Sj 109

oJ 17

NORTH

-rso 260 -tdoo -lso -ioo -bo 6 5b tdo 1Jo 260

rrjFT OVER DEPTH CUT -10

WEST EASTSOUTH

-foo -so 5o 100 1$0 200 -1Joo -115o -loa -~o 6 sb 16o 1o

STA 8+50STA 7+10

~ 4middot0 4

i MHW (+033)

Ef oj~ALw (-168) --2 ~0 gtonn bullbull

[SJ 105 CYFT

~~~~--------------~==~-=====~~===========]z ~-4 _J Hmiddot)_____ I_ DESIGNOE~~ (-51 NIVD) yf 5 (I) ((I f (I 9rf ==~c~~~ ~ ~

-~~-6 -8-J bS) 16 ClFT DESIGN CUT DESIGN CUT

CD tD ClFT OVER DEPTH CUT ITJ 22 CYFT OVER DEPTH CUT-10 -10

WEST EAST WEST EAST 1_Joo -11 -11 -~o b sb 1Jo 1~0 2o -t_Joo so 1oo -~o 6 5h 1Jo tdo 2amposo oo -1 -1

DISTANCE FROM BASEUNE (rEET)

STA 9+00

0 4

MHW +D33) 0

ti jMtw lt us) ~x_ lt_z z ~-4middot -lt Ilt ( ( ((Ilt (t) I ~~ ~~ =~~~

~-middot -8-J bSJ 127 CfFT DESIGN CUT

rn 25 CYFT OYER DEPTH CUT-10 WEST EAST

I)

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

STA 8+00 STA 9+50STA S+SO

0 4middot~4 ~4 ~ 2middot MHW (+055) MHW (+D33bull) ~MHW (+033)

E0 loLW (-168)li jMLW ( 168) I I

shy

I emiddotojMLW ( 168) 7 ~ I I --2 --2 -z

z-~--~ DESIGNCUT(-bullsNIVb)~-4 ~-4middot~-4 _DESIONCUT(-5 5HAVD) ~==WEI1DEItH(-53NIVIl)-DVERDEPTH(-551UVIl)~-middot ~-middot ~-middot

-B-J rs) 52 cfFT DESIGN CUT [Sj 108 CfFT DESIGN CUT-8-l [Sj 31 CIFT DESIGN CUT -8 [I] 14 CYFT OYER DEPTH CUT ITJ 26 Cln OVER DEPTH CUTrn 11 CIFT OVER DEPTH CUT -10-10 -10 WEST EASTNORTH SOUTH WEST EAST

_~2tOO~r-~-r-~-~-r~~~--~~---------=~~ -12 j I I I Q l Q I 6 -1z-r--r----r----r----r----r--r--~--------_ -150 -roo -so 200 -200 -15o -too -so so 1 o 1so 2 a -200 -ISO -100 --o 50 200

DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET) DISTANCE FROM BASEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

5679 STRAND COURT NAPLES FL 34110 FAX (239) 594-2025 PHONE (239) 594-2021 wwwhum1stonandmoorecom

Army Corps ofEngineers File SAJ-1996-02789 Date 22513

8 STA 10+00

6

lt I2 4

MHW (+0bull 53)

li E l MLW (-16S) ~ 1amp-2middot z z

Q-4middot0 ~ I NO OREOGINO AT THIS STATION ~-~=

TEIIPLATE SHOWN fOR REfERENCE ONLY

4

-10

-12middot

6

4

2 MHW (+03J)

STA 10+19

UIW (-168)

NORTH

~ ~J NO DREDGING AT THIS STATION

TEUPLAT SHOWN FOR REFERENCE ONLY

SOUTH

-no -150 -100 -so b 50 ulo do 2

8

6

B

lt ~ 23 1

4

g g z 0 6

i- ~-

~- ~-

_-I o-_ 1gtshy

-I

1gt- WEST EAST __ ~ J--- middotshymiddot-- middot- middotshy

DISTANCE FROM BASEUNE (FEET)

DISTANCE FROM BASEUNE (FEET)

STA 10+50

s

)

~ 6 i shy

shyNO DREDGING AT THIS STATION shy

TEMPLATE SHOWN FOR REFERENCE ONLY

-I )

NORTH SOUTH _

200 shy-rso -foe DISTANCE FROM BASEUNE (FEET)

NOTES

STA 11+00

I

MHW (-+033)

MLW (-168)

NORTH

~ A NO DREDGING AT THIS STATION

TtMPLATE HDWN fOR REFERENCE ONLY

SOUTH

DISTANCt FROM BASEUNE (FEET)

STA 11+50

MHW +033)

MLW (-168)

~ J NO DREDGING AT THIS STATION

Tpound14PLATE SHOWN fOR REFERENCE ONLY

NORTH SOUTH

DISTANCE fRO~ BASEUNE (FEET)

STA 12+00

ltHW (-+033)

IILW ( 168)

~ NO DREDGING AT THIS STATION

TEI4PLATE SHOWN FOR REFERENCE ONLY

NORTH SOUTH

00 -1SD -100 -so 6 50 100 ISO 2

DISTANCE FROM BASEUNE (FEET)

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

1 lt-4 gt2

loHW (+053)

9 0

-2 z ~-4

STA 13+00

~ ~-middot

-6

NO DREDGING AT THIS STATION SHOWN FOR

REFERENCE ONLY

-10 NORTH

-12 -200 -150 -100 -50 50

DISTANCE FROid BASEUNE (FEET)

100

SOUTH

I 0 200

1 lt-4

2middot lo1HW (+053)

STA 1l+50

-z ~-4g-6

-8

-10 NORTH

-12 -200 -150 -100

~ NO DREDGING AT THIS STATION SHOW~gt~ FOR

REFERENCE ONLY

-50

SOUTH

200

DISTANCE FROid BASEUNE (FEET)

B STA 14+00

6

I 4

2 MHW (+OJ3)

go- MLW (-168) I z sshy~-

~ NO DREDGING AT THIS STATION SHOWN FOR

REFERENCE ONLY

NORTH SOUTH

-- middotshyDISTANCE fROid BASEUNE (FEET)

5679 STRAND COURT NAPLES Fl 3411 0 FAX (239) 594-2025 PHONE (239) 594-2021 www_huiTlhdonondmonre_com

Army Corps of Engineers File SAJ-1996-02789 Date 22513 n_ -- 1 A - 1 -

STA 16+00 STA 17+50STA 14+50 sshy 1 c 4middot~ 4middot 5

4 ~ 2middot gt

2 IAHW (+033)- IIHW (+033)

0 -3 2middot ltmiddot

EAST

-fSO

bull1bull0~--------~~~==~~======= ~ MLW (-168) t-2middot

~ -z MLW (-168)

~-4NO DREDGING AT THIS STATION SHOWN FOR

REFERENCE ONLY NO DREDGING AT THIS STATION NO DREDGING AT THIS STATION~-6i~= TEIAPLATE SHOWW FOR REFERENCE ONLY TEIAPLATE SHOWN FOR REFERENCE ONLY

-8middot-8middot

-10-1DshyWEST

1 1WESTNORTH SOUTH ~ EAST

-12 I I I I I -

1dao -t so -1 oo _o 6 sh t6o do 2o -fOO -raquo0 0 Sb 100 150 200 -200 -150 -100 -~0 0 5o tampo 150 200

DiSTANCE FR04 BASELINE (FEET) DISTANCE FROM BASEliNE (FEET) DIS)ANCE FROM BASEUNE (FEET)

8

6 STA 16+50

bull 2

o1HW (+033)

loLW (-168) --

middotshy I 6middot

NO DREDGING AT THIS STATION

8shy TDIPtATE SHOWN FOR REFERENCE ONLY

o- EAST WEST

L

STA 15+00 STA 18+00

1

I 0 4middot gt2

IIHW (+033)

8 0 ldlW (-1688 ~-2I ~-

~-4~ NO DREDGING AT THIS ~= STATION SHOWN FORlt REFERENCE ONLf~-6NO DREDGING AT THIS STATION

TEIIPLATE SHOWN FOR REFERENCE ONLY -8

-1 -10 EAST WEST

-1DshyWEST

-12 1 I I I ~ EAST

_Joo -11so -11oo -~o 6 sb H~D do 2bo -1 -200 -150 -loa -~0 0 100 1~0 200

DISTANCE FROJA BASEUNE (FEET) DISTANCE FR0-4 BASEliNE (FEET) DISTANCE FROU BASELINE middot~ (FEET)

8 STA 15+50

8 STA 17+00

66

~ 4middot

STA 18+28

IAHW (+033)

MIW ( ts8) ---

EAST

NO ORE~ STATION SHOWN FOR

REFERENCE ONLY

WEST

~00 -150 -100 -so 0 50 100 1so 21

bull I bull 2 2I bull ldHW (+033)lo4HW +033)

ti 0ti MLW (-168) I _fEu-loLW (-168) ~ ~-2middot~-2

~ J~5 bull 55 ~=-middot ~

~-

~=6 a-sNO DREDGING AT THIS STATIONNO DREDGING AT THIS STATION~-TEMPLATE SHOWN FOR REFERENCE ONLfTEiolPlATpound SHOWN FOR REFERENCE ONLY 8 -8middot

-1 -10-1 o- EAST WEST -12

EAST WEST -12-1

middot200 -150 -tOO 50 100 1 0 21 -200 -150 -100 -so 0 50 100 150 2 I

DISTANCE FROM BASEUNE (FEET) DISTANCE FR0-4 BASEliNE (FEET) DISTANCE FROM BtSEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVDBB) 2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

5679 STRAND COURT NAPLES Fl 34110 FAX (239) 594-2025 PHONE 239) 594-2021 wwwhumistonandmoorecom

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 PltgtltHgt 11 rvt 11

o

R-38 R-39

NO FILL AT THIS STATION SHOWN NO FILL AT THIS STATION FOR REFERENCE ONLY SHOWN FOR REFERENCE ONLY

1-1 oL----------------------- 0 200

DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

R-41 R-42

NO FILL AT THIS STATION THIS STATION SHOWN FOR REFERENCE REFERENCE ONLYONLY SHOWN FOR

NO FILL AT

DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

NOTES

1 RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 2 COORDINATES SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN DATUM OF 1983 EAST ZONE (NAD83) 3 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)

R-40+725R-40

10

NAVD0

~ 5 z

t lw 033 NAVDI0 (MHWL)-168 NAVD

(MLW) I~ Isect

-5 1gt0 1771 FILL TEMPLATE 18 lLLJ 62 CYFT gt

-10~--------------L-------------------

I~ f-

1~ 68 NAVDI g

(MLW) I~

I~ I~ w lLLJ 73 CYFT

II NAVD

1771 FILL TEMPLATE

0 zoo 0 200 DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

NO FILL AT THIS MONUMENT SHOWN FOR VOLUMETRIC CALCULATION ONLY

R-43 R-44

10

_ 66 NAVDlb 66 NAVD ------4-7 NAVD

I-z 033 NAVD (MHW)-lt-----033 NAVD (MHW) li -168 NAVD (MLW) -168 NAVD (MLW)15

li-5

I~ 1771 FILL TEMPLATEI~ lLLJ 41 CYFT

0 1-101~---------L_---------~------------

200 0 200 SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

4 NORTH AND SOUTH LIMITS OF BEACH FILL TEMPLATE WITHIN MAXIMUM LIMITS SHOWN ON PERMIT PLANS BY PBSampJ DATED 7312012

5 ALL FILL TO BE PLACED UPLAND OF THE GULF OF MEXICO MHWL AND WITHIN THE LIMITS OF THE BEACH FILL TEMPLATES ON 5679 STRAND COURTPERMIT PLANS BY PBSampJ DATED 731 2012 NAPLES FL 3411 0

6 AREA LANDWARD OF DUNE FILL TO BE GRADED BASED ON SITE CONDITIONS AT THE TIME OF CONSTRUCTION FAX (239) 594-2025 PHONE (239) 594-2021 wwwhumlstonandrnoorecom

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 Pltgto- 1 J --f 1 ~

~

- 6Sm11S ~ 14ltgt5_ -6 ~ 14ltgt5 11 33361SZ 1laquo5- 61lt1gt073 ~ -- 3a3-n35 14ltU$ SS70tiLgtS 14gtgtS ~ 8EitG4S =ltl6S 1laquo5 NOOOEiGlNGATiHESiE~noNS 10054 ~1 1CS 6Se355 3secto7113 -__ a=1 -middot

~7 ~~ 7ltru) - mlS ~ - =

Q611SS =

t iiNIPLAf~ iNFCiRMAfloR ~fiOBLISHEti fiY DEP) MONUMENT ESTIMATED AVAiLABLE AVAILABLE

MONUMENT NORTHING EASTlNG AZIMUTH ELEVATION EFFECTIVE FILL FILL ID NAvebull DISTANCE VOLUME VOLUME

FEET) (FEET) DEGREES) FEET (FEET) (CVIFTI CVJ R-38 6898181 3fSI7837 2700 373 R-39 13887995 3B78747 2700 484 R-40 6877938 3879638 2700 297 500 82 3100 R40+725 13870688 3879638 2700 180 73 1314 R-41 BS67856 3880516 2700 324

middotroTAL AVAILABLEVOWME-NORTH FILL TEMPLATE 4414 0gt50 6882954 3879149 1795 100 92 920 1gt50 6862963 3880149 1795 100 206 2000 2gt50 6862972 31l81149 1795 100 139 1390

TOTAL AVAILABLE VOLUME -INLET FILL TEMPLATE 4370 R-42 6B57310 3192004 2650 423 R-43 6846923 3882485 2700 484 1300 36 4680 R-44 6837015 3883591 2700 674 550 41 2255

roTAL AVAILABLE VOWME -SOUTH FILL TEMPLATE 6935 TOTAL AVAILABLE VOLUME -ALL FILL TEMPLATESlt 15719

INLET FILL TEMPATE SECTIONS

STA D+SD

J-----255------- shy10 NAVD

92 CYFT FlU VOLUME

145 CYFT DESIGN CUT

11 CYFT OVER OEPTH CUT

SOUTH

-sao -400 -350 -300 -250 -200 -fso -foo -so 50 DISTANCE FROio BASEUNE (FEET)

t2j ~ ----J w lt-bullmiddotI sect_ ~ d-6

-middotmiddot -10

[ZJ 206 CYFT FILl YOLUI4E DESICWttrr[-5BNAVD)_I OVDDtPlH(-6StiAVO)shy

[Sj 228 CYFT DESIGN CUT

[[]] 12 CYFT OYER DEPTH CLJT

NORTI-I SOUTH

-lJoo -iso -ioo -iso -doo -11so -11oo -~o amp sh J

DISTANCE FROM BASELINE (FEET)

[ZJ 139 CfrT FILL VOLUUE

bSJ 14-5 CfFT OESIGN CUT

[I] 11 CYFT OVER DEPTH

NORTH

-150 -100

STA 2+50

t~SICIICUT(-551UVO)_

DVVI0[Pffi(-65MAVD)-

CUT

SOUTH

-250 -200 -fSO -faa 50 DISTANCE FROM BASEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)

2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM

JANUARY 3 TO 11 2013 4 FILL TEMPLATE LOCATION BASED ON PERMIT PLANS BY PBSampJ DATED 7312012

5679 STRAND COURT NAPLES FL 34110 FAX (239) 594-2025 PHONE (239) 594-2021 wwwbullhumlstQnandmoorecom

Army Corps of Engineers File SAJ-1996-02789 Date 22513 P~w-P 1~ nf 1~

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT B

Original PermitModification Drawings

4

Nov 24 1997 - 101327 DCWG010JPR079S2

SHEET 1 SHEET 2

~---Approximate Ending Point

~~~--Approximate Beginnin9 Point

0 ()

X w ~

u 0

u J J ()

0 ()

x w ~

LL 0

u J gt C)

SOUTH

EXCAVATION PLAN FOR CUTS 3 amp 4A THROUGH 40 FOR PER~ITIING

PURPOSES ONLY

PROJECT

APPLICANT

CLAM BAy

PELICAN BAY SERVICES DIVISION Figure

452(1)

0 T TACKNEY FLA REG 20853

middot 199602789(IP-CC) APR6 1998

---

Nov 06 1997 - 152223 DDWG010lPR079525dwg

V D NGVD V ONGVD 0~sect t_OJJ2

-wT J _3 11--zt ~

l 15 It l 20 It L I I I

CUT 1 CUT 2 amp 3

H~ t-~~ -4 II

L 40 It L I I

CUT 4A middot

VONGW I

~ S 20 Jtl l

I I

CUT 48

~-- middot~~-w~ --- - - ~- SEE NOTE-24 1

S30ftl lI I

~ CUT 4C

1 EXISTING SECTIONS VAirf ~~2 SIDE SLOPES 0 ANGLE OF REPOSE (ASSUMED 3D)

0 2 4 6 8 10 HORIZONTAl

TYPICAL CUT SECTIONS

PROJECT CLAM BAY APPLICANT middotPELICAN BAY SERVICES DIVISiON

WILSON

MILLER

~ COLLIER ~R 1997 TACKNEY AND ASSOC INC ~~~~i - of9S 25pound lot

COASTAL ENGINEERING N01d2--oso-oo -tRPiPmiddot middot~-ppoundR79 IIGTNO -~S918 25 atJ8

Figure 452(i)

D T TACKNEY fA RpoundGbull 20115J

199602789(IP-CC) APR6 1998

-~--~ ~

NOTE bull 1 TYPICAL PIPELINE ROUTE SHOJIN FOR ILLUSTRATION PURPOSES ONLY

ACTUAl PIPELINE ROUTE TO BE DETERMINED IN THE FIELD 2 ALL ELEVATIONS ARE REFERENCED TO NGVO 1929 3 All HORIZONTAL C(X)ROJNATES ARE IN STATE PLANE COORDINATE

SYSTEM NAO 1927 FLORIOA EAST ZONE

LEGEND ~ DREDGING CUT LIMITS ~zJ VOLUMEOFCUT~3ZOOOCV

----- STAnONIPROFILELOCATION

- - - - BASELINe

G) BASELINE POINT NUMBER

R-42 ONR REFERENCE MONUMENT

~ CORE BORING LOCATION C4(59)

- bull shy middot PIPELINE ROUTE

17iiIJ 181112522 gt111141 IN1ZII2 1203111 11120010 1227241 IM21111 1231317 11131~71 1227Ut 11112071 12eG517 IIIIQOI 1$00031 IMIUU 0031n IMI8311 1300171 115038AI 1310711 1111511827 13tttn 11amp241 ta 1310771 11121031 1~7711 1115311618 lnamplll4 etaat21 1288813 8IH215U 128iUt 881174131 128Bt72 81580023

232130 21 23Z7RZI 22 2S21oampBI2 21 Ua71011

~= Z1l 2331117 27 23W7C35 28 23110100

lll80tZamp lleo8011 tlll20e32 HUHN 111321131 81N0211 8111 111871005 11875020 ~I RESTORATION

CLAMBAY

DREDGING CUT 4 -SITE PLAN FOR PELICAN BAY SERVICES DISTRICT

M IISlOIIJIOORENQNEERa IDeiINRPOFIrRO HOfm-llltE tbull

DATE21B9 ALE 8042CON-AER-CUT4 rMlESflOilIOJil410CI

iN11~ii-6-21Q1 PROJECT NO 8-042 DATUM NGVDGRIO SHEET 7 OF 21

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET OF 21

sra )

I I L ubull l t ~~

~~middotmiddot l r - II - -bull1__ -lOii amp 1Ciltj -loa -loo 40 ~ -lOii -iiM -lOll -liO ampshy

-~~~ ---~ -~~~

l l I t L ~ - ~ ~

-~- - II a+c-~-~~--_~-------~--1 ~1ila-r ~1011 - -amp ~llit - -ampo t l gount

DISJMCI nc1111 UIIlJic (Jttl) GmuG ~ uNpound ~ DIIT~ _ USDIIt (JUT)

aa _

I I I L L ~

I 1shyr~~~--~~CL~-~~~~~~_~~

I =~~-b~-m=middot~-~~-----~J~~-

IIUMIX ~ IIUUM (nl1) -rMcz _ 8MIUI1 (nDJ

1-

1 orampshy

I ~

-l -bull1__Jlll -lOii middot -ampII -lOii -lao

CIITMCI _ IUIIJIC (Jill) DlllUCS _ IIASIaC (PUT) DIITMICI _ aMI (rU1]

HM CLAM BAY

bull RESTORATION bull CUT4 CROSS-SECTIONS

~-=a~--- DATE t2D1SI8 IftlE 21042-XS I SCALEbull AS 5HOWH I middot ~)~1

Pafttr-~ un bull __ run1u wrvnJe1llln SHEEn 10 or 21

~i m-

shy

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 10 OF 21

~--ORll

~fIII (Rn)

Jn1+Jt

linua ~ yenQI1 _ ibilii-CI poundMr(lllll QIIIIiil a

-L~ I Ii_J Isectshy

-----~

- -~ - shy laEiiiliiilii C ~

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---iJUS) 199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 11 OF 21

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CUTf4- CROSS-SCTtOHS

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middot CUT4 CROSS-SECTIONSHMFOR PEUCAH BAT SDMCES DJSTRICf

DATE 10118 SCALpound1 AS SHOWNt_llriRCIIIIflllnlaquoITCit~middot-~ MIU2 1410CNI) --n PROJECT NO 8-0U SHEeT t 4 OF 21

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 14 OF 21

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- FORt PEUCAH BAT 5EHVICES DISTRICT

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DATE 1201SIB SCAlpound1 AS 5HOWH

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 15 OF 21

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT C

Standard Manatee Conditions for In-Water Work

5

STANDARD MANATEE CONDITIONS FOR IN-WATER WORK 2011

The permittee shall comply with the following conditions intended to protect manatees from direct project effects

a All personnel associated with the project shall be instructed about the presence of manatees and manatee speed zones and the need to avoid collisions with and injury to manatees The permittee shall advise all construction personnel that there are civil and criminal penalties for harming harassing or killing manatees which are protected under the Marine Mammal Protection Act the Endangered Species Act and the Florida Manatee Sanctuary Act

b All vessels associated with the construction project shall operate at Idle SpeedNo Wake at all times while in the immediate area and while in water where the draft of the vessel provides less than a four-footclearance from the bottom All vessels will follow routes of deep water whenever possible

c Siltation or turbidity barriers shall be made of material in which manatees cannot become entangled shall be properly secured and shall be regularly monitored to avoid manatee entanglement or entrapment Barriers must not impede manatee movement

d All on-site project personnel are responsible for observing water-related activities for the presence of manatee(s) All in-water operations including vessels must be shutdown if a manatee(s) comes within 50 feet of the operation Activities will not resume until the manatee(s) has moved beyond the 50-foot radius of the project operation or until 30 minutes elapses if the manatee(s) has not reappeared within 50 feet of the operation Animals must not be herded away or harassed into leaving

e Any collision with or injury to a manatee shall be reported immediately to the Florida Fish and Wildlife Conservation Commission (FWC) Hotline at 1-888-404-3922 Collision andor injury should also be reported to the US Fish and Wildlife Service in Jacksonville (1-904-731-3336) for north Florida or Vero Beach (1-772-562-3909) for south Florida and to FWC at I mperiledSpeciesmyFWCcom

f Temporary signs concerning manatees shall be posted prior to and during all in-water project activities All signs are to be removed by the permittee upon completion of the project Temporary signs that have already been approved for this use by the FWC must be used One sign which reads Caution Boaters must be posted A second sign measuring at least 8 by 11 explaining the requirements for Idle SpeedNo Wake and the shut down of in-water operations must be posted in a location prominently visible to all personnel engaged in water-related activities These signs can be viewed at MyFWCcommanatee Questions concerning these signs can be sent to the email address listed above

I Iii

Ill I All project vessels

IDLE SPEE NO AK

When a manatee is within 50 feet of work all in-water activities must

UT

IIi i it r i jur trt t bull

ild I 1-888-404-FWCC(3922)

orcell

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT D

Biological Opinion

6

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT E

Statewide Programmatic Biological Opinion

7

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT F

Self-Certification Statement of Compliance

8

--------------------

---------------------------------------------------------

-----------------------------------------------------

----------------

----------------------------

SELF-CERTIFICATION STATEMENT OF COMPLIANCE

Permit Number NW-3 Application Number SAJ-1996-02789

Permittees Name amp Address (please print or type)

Telephone Number

Location of the Work

Date Work Started Date Work Completed ________________

Description of the Work (eg bank stabilization residential or commercial filling docks dredging etc)

Acreage or Square Feet of Impacts to Waters of the United States

Describe Mitigation completed (if applicable)

Describe any Deviations from Permit (attach drawing(s) depicting the deviations)

I certify that all work and mitigation (if applicable) was done in accordance with the limitations and conditions as described in the permit Any deviations as described above are depicted on the attached drawing(s)

Signature of Permittee

Date

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT G

Permit Transfer Request

9

DEPARTMENT OF THE ARMY PERMIT TRANSFER REQUEST

PERMIT NUMBER SAJ-1996-02789

When the structures or work authorized by this permit are still in existence at the time the property is transferred the terms and conditions of this permit will continue to be binding on the new owner(s) of the property Although the construction period for works authorized by Department of the Army permits is finite the permit itself with its limitations does not expire

To validate the transfer of this permit and the associated responsibilities associated with compliance with its terms and conditions have the transferee sign and date below and mail to the US Army Corps of Engineers Enforcement Section Post Office Box 4970 Jacksonville FL 32232shy0019

(TRANSFEREE-SIGNATURE) (SUBDIVISION)

(DATE) (LOT) (BLOCK)

(STREET ADDRESS) (NAME-PRINTED)

(MAILING ADDRESS)

(CITY STATE ZIP CODE)

Page 19: JACKSONVILLE DISTRICT CORPS OF ENGINEERS …...FORT MYERS, FL 33919 REPLY TO ATTENTION OF Regulatory Division FEB 2 8 2013 South Permits Branch/Fort Myers Section SAJ-1996-02789 (NWP-WDD)

8 STA 10+00

6

lt I2 4

MHW (+0bull 53)

li E l MLW (-16S) ~ 1amp-2middot z z

Q-4middot0 ~ I NO OREOGINO AT THIS STATION ~-~=

TEIIPLATE SHOWN fOR REfERENCE ONLY

4

-10

-12middot

6

4

2 MHW (+03J)

STA 10+19

UIW (-168)

NORTH

~ ~J NO DREDGING AT THIS STATION

TEUPLAT SHOWN FOR REFERENCE ONLY

SOUTH

-no -150 -100 -so b 50 ulo do 2

8

6

B

lt ~ 23 1

4

g g z 0 6

i- ~-

~- ~-

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DISTANCE FROM BASEUNE (FEET)

DISTANCE FROM BASEUNE (FEET)

STA 10+50

s

)

~ 6 i shy

shyNO DREDGING AT THIS STATION shy

TEMPLATE SHOWN FOR REFERENCE ONLY

-I )

NORTH SOUTH _

200 shy-rso -foe DISTANCE FROM BASEUNE (FEET)

NOTES

STA 11+00

I

MHW (-+033)

MLW (-168)

NORTH

~ A NO DREDGING AT THIS STATION

TtMPLATE HDWN fOR REFERENCE ONLY

SOUTH

DISTANCt FROM BASEUNE (FEET)

STA 11+50

MHW +033)

MLW (-168)

~ J NO DREDGING AT THIS STATION

Tpound14PLATE SHOWN fOR REFERENCE ONLY

NORTH SOUTH

DISTANCE fRO~ BASEUNE (FEET)

STA 12+00

ltHW (-+033)

IILW ( 168)

~ NO DREDGING AT THIS STATION

TEI4PLATE SHOWN FOR REFERENCE ONLY

NORTH SOUTH

00 -1SD -100 -so 6 50 100 ISO 2

DISTANCE FROM BASEUNE (FEET)

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

1 lt-4 gt2

loHW (+053)

9 0

-2 z ~-4

STA 13+00

~ ~-middot

-6

NO DREDGING AT THIS STATION SHOWN FOR

REFERENCE ONLY

-10 NORTH

-12 -200 -150 -100 -50 50

DISTANCE FROid BASEUNE (FEET)

100

SOUTH

I 0 200

1 lt-4

2middot lo1HW (+053)

STA 1l+50

-z ~-4g-6

-8

-10 NORTH

-12 -200 -150 -100

~ NO DREDGING AT THIS STATION SHOW~gt~ FOR

REFERENCE ONLY

-50

SOUTH

200

DISTANCE FROid BASEUNE (FEET)

B STA 14+00

6

I 4

2 MHW (+OJ3)

go- MLW (-168) I z sshy~-

~ NO DREDGING AT THIS STATION SHOWN FOR

REFERENCE ONLY

NORTH SOUTH

-- middotshyDISTANCE fROid BASEUNE (FEET)

5679 STRAND COURT NAPLES Fl 3411 0 FAX (239) 594-2025 PHONE (239) 594-2021 www_huiTlhdonondmonre_com

Army Corps of Engineers File SAJ-1996-02789 Date 22513 n_ -- 1 A - 1 -

STA 16+00 STA 17+50STA 14+50 sshy 1 c 4middot~ 4middot 5

4 ~ 2middot gt

2 IAHW (+033)- IIHW (+033)

0 -3 2middot ltmiddot

EAST

-fSO

bull1bull0~--------~~~==~~======= ~ MLW (-168) t-2middot

~ -z MLW (-168)

~-4NO DREDGING AT THIS STATION SHOWN FOR

REFERENCE ONLY NO DREDGING AT THIS STATION NO DREDGING AT THIS STATION~-6i~= TEIAPLATE SHOWW FOR REFERENCE ONLY TEIAPLATE SHOWN FOR REFERENCE ONLY

-8middot-8middot

-10-1DshyWEST

1 1WESTNORTH SOUTH ~ EAST

-12 I I I I I -

1dao -t so -1 oo _o 6 sh t6o do 2o -fOO -raquo0 0 Sb 100 150 200 -200 -150 -100 -~0 0 5o tampo 150 200

DiSTANCE FR04 BASELINE (FEET) DISTANCE FROM BASEliNE (FEET) DIS)ANCE FROM BASEUNE (FEET)

8

6 STA 16+50

bull 2

o1HW (+033)

loLW (-168) --

middotshy I 6middot

NO DREDGING AT THIS STATION

8shy TDIPtATE SHOWN FOR REFERENCE ONLY

o- EAST WEST

L

STA 15+00 STA 18+00

1

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IIHW (+033)

8 0 ldlW (-1688 ~-2I ~-

~-4~ NO DREDGING AT THIS ~= STATION SHOWN FORlt REFERENCE ONLf~-6NO DREDGING AT THIS STATION

TEIIPLATE SHOWN FOR REFERENCE ONLY -8

-1 -10 EAST WEST

-1DshyWEST

-12 1 I I I ~ EAST

_Joo -11so -11oo -~o 6 sb H~D do 2bo -1 -200 -150 -loa -~0 0 100 1~0 200

DISTANCE FROJA BASEUNE (FEET) DISTANCE FR0-4 BASEliNE (FEET) DISTANCE FROU BASELINE middot~ (FEET)

8 STA 15+50

8 STA 17+00

66

~ 4middot

STA 18+28

IAHW (+033)

MIW ( ts8) ---

EAST

NO ORE~ STATION SHOWN FOR

REFERENCE ONLY

WEST

~00 -150 -100 -so 0 50 100 1so 21

bull I bull 2 2I bull ldHW (+033)lo4HW +033)

ti 0ti MLW (-168) I _fEu-loLW (-168) ~ ~-2middot~-2

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-1 -10-1 o- EAST WEST -12

EAST WEST -12-1

middot200 -150 -tOO 50 100 1 0 21 -200 -150 -100 -so 0 50 100 150 2 I

DISTANCE FROM BASEUNE (FEET) DISTANCE FR0-4 BASEliNE (FEET) DISTANCE FROM BtSEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVDBB) 2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

5679 STRAND COURT NAPLES Fl 34110 FAX (239) 594-2025 PHONE 239) 594-2021 wwwhumistonandmoorecom

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 PltgtltHgt 11 rvt 11

o

R-38 R-39

NO FILL AT THIS STATION SHOWN NO FILL AT THIS STATION FOR REFERENCE ONLY SHOWN FOR REFERENCE ONLY

1-1 oL----------------------- 0 200

DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

R-41 R-42

NO FILL AT THIS STATION THIS STATION SHOWN FOR REFERENCE REFERENCE ONLYONLY SHOWN FOR

NO FILL AT

DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

NOTES

1 RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 2 COORDINATES SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN DATUM OF 1983 EAST ZONE (NAD83) 3 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)

R-40+725R-40

10

NAVD0

~ 5 z

t lw 033 NAVDI0 (MHWL)-168 NAVD

(MLW) I~ Isect

-5 1gt0 1771 FILL TEMPLATE 18 lLLJ 62 CYFT gt

-10~--------------L-------------------

I~ f-

1~ 68 NAVDI g

(MLW) I~

I~ I~ w lLLJ 73 CYFT

II NAVD

1771 FILL TEMPLATE

0 zoo 0 200 DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

NO FILL AT THIS MONUMENT SHOWN FOR VOLUMETRIC CALCULATION ONLY

R-43 R-44

10

_ 66 NAVDlb 66 NAVD ------4-7 NAVD

I-z 033 NAVD (MHW)-lt-----033 NAVD (MHW) li -168 NAVD (MLW) -168 NAVD (MLW)15

li-5

I~ 1771 FILL TEMPLATEI~ lLLJ 41 CYFT

0 1-101~---------L_---------~------------

200 0 200 SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

4 NORTH AND SOUTH LIMITS OF BEACH FILL TEMPLATE WITHIN MAXIMUM LIMITS SHOWN ON PERMIT PLANS BY PBSampJ DATED 7312012

5 ALL FILL TO BE PLACED UPLAND OF THE GULF OF MEXICO MHWL AND WITHIN THE LIMITS OF THE BEACH FILL TEMPLATES ON 5679 STRAND COURTPERMIT PLANS BY PBSampJ DATED 731 2012 NAPLES FL 3411 0

6 AREA LANDWARD OF DUNE FILL TO BE GRADED BASED ON SITE CONDITIONS AT THE TIME OF CONSTRUCTION FAX (239) 594-2025 PHONE (239) 594-2021 wwwhumlstonandrnoorecom

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 Pltgto- 1 J --f 1 ~

~

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~7 ~~ 7ltru) - mlS ~ - =

Q611SS =

t iiNIPLAf~ iNFCiRMAfloR ~fiOBLISHEti fiY DEP) MONUMENT ESTIMATED AVAiLABLE AVAILABLE

MONUMENT NORTHING EASTlNG AZIMUTH ELEVATION EFFECTIVE FILL FILL ID NAvebull DISTANCE VOLUME VOLUME

FEET) (FEET) DEGREES) FEET (FEET) (CVIFTI CVJ R-38 6898181 3fSI7837 2700 373 R-39 13887995 3B78747 2700 484 R-40 6877938 3879638 2700 297 500 82 3100 R40+725 13870688 3879638 2700 180 73 1314 R-41 BS67856 3880516 2700 324

middotroTAL AVAILABLEVOWME-NORTH FILL TEMPLATE 4414 0gt50 6882954 3879149 1795 100 92 920 1gt50 6862963 3880149 1795 100 206 2000 2gt50 6862972 31l81149 1795 100 139 1390

TOTAL AVAILABLE VOLUME -INLET FILL TEMPLATE 4370 R-42 6B57310 3192004 2650 423 R-43 6846923 3882485 2700 484 1300 36 4680 R-44 6837015 3883591 2700 674 550 41 2255

roTAL AVAILABLE VOWME -SOUTH FILL TEMPLATE 6935 TOTAL AVAILABLE VOLUME -ALL FILL TEMPLATESlt 15719

INLET FILL TEMPATE SECTIONS

STA D+SD

J-----255------- shy10 NAVD

92 CYFT FlU VOLUME

145 CYFT DESIGN CUT

11 CYFT OVER OEPTH CUT

SOUTH

-sao -400 -350 -300 -250 -200 -fso -foo -so 50 DISTANCE FROio BASEUNE (FEET)

t2j ~ ----J w lt-bullmiddotI sect_ ~ d-6

-middotmiddot -10

[ZJ 206 CYFT FILl YOLUI4E DESICWttrr[-5BNAVD)_I OVDDtPlH(-6StiAVO)shy

[Sj 228 CYFT DESIGN CUT

[[]] 12 CYFT OYER DEPTH CLJT

NORTI-I SOUTH

-lJoo -iso -ioo -iso -doo -11so -11oo -~o amp sh J

DISTANCE FROM BASELINE (FEET)

[ZJ 139 CfrT FILL VOLUUE

bSJ 14-5 CfFT OESIGN CUT

[I] 11 CYFT OVER DEPTH

NORTH

-150 -100

STA 2+50

t~SICIICUT(-551UVO)_

DVVI0[Pffi(-65MAVD)-

CUT

SOUTH

-250 -200 -fSO -faa 50 DISTANCE FROM BASEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)

2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM

JANUARY 3 TO 11 2013 4 FILL TEMPLATE LOCATION BASED ON PERMIT PLANS BY PBSampJ DATED 7312012

5679 STRAND COURT NAPLES FL 34110 FAX (239) 594-2025 PHONE (239) 594-2021 wwwbullhumlstQnandmoorecom

Army Corps of Engineers File SAJ-1996-02789 Date 22513 P~w-P 1~ nf 1~

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT B

Original PermitModification Drawings

4

Nov 24 1997 - 101327 DCWG010JPR079S2

SHEET 1 SHEET 2

~---Approximate Ending Point

~~~--Approximate Beginnin9 Point

0 ()

X w ~

u 0

u J J ()

0 ()

x w ~

LL 0

u J gt C)

SOUTH

EXCAVATION PLAN FOR CUTS 3 amp 4A THROUGH 40 FOR PER~ITIING

PURPOSES ONLY

PROJECT

APPLICANT

CLAM BAy

PELICAN BAY SERVICES DIVISION Figure

452(1)

0 T TACKNEY FLA REG 20853

middot 199602789(IP-CC) APR6 1998

---

Nov 06 1997 - 152223 DDWG010lPR079525dwg

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1 EXISTING SECTIONS VAirf ~~2 SIDE SLOPES 0 ANGLE OF REPOSE (ASSUMED 3D)

0 2 4 6 8 10 HORIZONTAl

TYPICAL CUT SECTIONS

PROJECT CLAM BAY APPLICANT middotPELICAN BAY SERVICES DIVISiON

WILSON

MILLER

~ COLLIER ~R 1997 TACKNEY AND ASSOC INC ~~~~i - of9S 25pound lot

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Figure 452(i)

D T TACKNEY fA RpoundGbull 20115J

199602789(IP-CC) APR6 1998

-~--~ ~

NOTE bull 1 TYPICAL PIPELINE ROUTE SHOJIN FOR ILLUSTRATION PURPOSES ONLY

ACTUAl PIPELINE ROUTE TO BE DETERMINED IN THE FIELD 2 ALL ELEVATIONS ARE REFERENCED TO NGVO 1929 3 All HORIZONTAL C(X)ROJNATES ARE IN STATE PLANE COORDINATE

SYSTEM NAO 1927 FLORIOA EAST ZONE

LEGEND ~ DREDGING CUT LIMITS ~zJ VOLUMEOFCUT~3ZOOOCV

----- STAnONIPROFILELOCATION

- - - - BASELINe

G) BASELINE POINT NUMBER

R-42 ONR REFERENCE MONUMENT

~ CORE BORING LOCATION C4(59)

- bull shy middot PIPELINE ROUTE

17iiIJ 181112522 gt111141 IN1ZII2 1203111 11120010 1227241 IM21111 1231317 11131~71 1227Ut 11112071 12eG517 IIIIQOI 1$00031 IMIUU 0031n IMI8311 1300171 115038AI 1310711 1111511827 13tttn 11amp241 ta 1310771 11121031 1~7711 1115311618 lnamplll4 etaat21 1288813 8IH215U 128iUt 881174131 128Bt72 81580023

232130 21 23Z7RZI 22 2S21oampBI2 21 Ua71011

~= Z1l 2331117 27 23W7C35 28 23110100

lll80tZamp lleo8011 tlll20e32 HUHN 111321131 81N0211 8111 111871005 11875020 ~I RESTORATION

CLAMBAY

DREDGING CUT 4 -SITE PLAN FOR PELICAN BAY SERVICES DISTRICT

M IISlOIIJIOORENQNEERa IDeiINRPOFIrRO HOfm-llltE tbull

DATE21B9 ALE 8042CON-AER-CUT4 rMlESflOilIOJil410CI

iN11~ii-6-21Q1 PROJECT NO 8-042 DATUM NGVDGRIO SHEET 7 OF 21

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET OF 21

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HM CLAM BAY

bull RESTORATION bull CUT4 CROSS-SECTIONS

~-=a~--- DATE t2D1SI8 IftlE 21042-XS I SCALEbull AS 5HOWH I middot ~)~1

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CUTf4- CROSS-SCTtOHS

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I 1

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199602789(1P-GC) MODIFICATION 1 FEB 26 1999 SHEET 12 OF 21

fIIDIUTCOIIIIoiM COWPDIQl bull nGS bull ltDI -middotshy

I

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HM CLAMBAY

RESTORATION CUT4 CROSS-SECTIONS

rl~rrmiddot_bullbullrlbullbulllbullbull-1middot~Aubull_bullbull~u-~bull~bull---il~sC4u~bulloWH-II _ (a-11) _Jall PROJECT HO -C42 SHEpound1 t2 or 21

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t-------r~------~ ~~

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I shyt i

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bull160 160 UAIKI MlllJM( (PB1)

CLAM BAY RESTORATION

middot CUT4 CROSS-SECTIONSHMFOR PEUCAH BAT SDMCES DJSTRICf

DATE 10118 SCALpound1 AS SHOWNt_llriRCIIIIflllnlaquoITCit~middot-~ MIU2 1410CNI) --n PROJECT NO 8-0U SHEeT t 4 OF 21

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 14 OF 21

shy -~CDIIE-CI cowasnE bull nua

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HM CLAM BAY

bull RESTORATION CUT 4 CROSS--SECTIONS bull lc BEACH DISPOSAL SECTIONS

- FORt PEUCAH BAT 5EHVICES DISTRICT

~middot ~ r~~~~~m u (WI) ~

DATE 1201SIB SCAlpound1 AS 5HOWH

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 15 OF 21

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT C

Standard Manatee Conditions for In-Water Work

5

STANDARD MANATEE CONDITIONS FOR IN-WATER WORK 2011

The permittee shall comply with the following conditions intended to protect manatees from direct project effects

a All personnel associated with the project shall be instructed about the presence of manatees and manatee speed zones and the need to avoid collisions with and injury to manatees The permittee shall advise all construction personnel that there are civil and criminal penalties for harming harassing or killing manatees which are protected under the Marine Mammal Protection Act the Endangered Species Act and the Florida Manatee Sanctuary Act

b All vessels associated with the construction project shall operate at Idle SpeedNo Wake at all times while in the immediate area and while in water where the draft of the vessel provides less than a four-footclearance from the bottom All vessels will follow routes of deep water whenever possible

c Siltation or turbidity barriers shall be made of material in which manatees cannot become entangled shall be properly secured and shall be regularly monitored to avoid manatee entanglement or entrapment Barriers must not impede manatee movement

d All on-site project personnel are responsible for observing water-related activities for the presence of manatee(s) All in-water operations including vessels must be shutdown if a manatee(s) comes within 50 feet of the operation Activities will not resume until the manatee(s) has moved beyond the 50-foot radius of the project operation or until 30 minutes elapses if the manatee(s) has not reappeared within 50 feet of the operation Animals must not be herded away or harassed into leaving

e Any collision with or injury to a manatee shall be reported immediately to the Florida Fish and Wildlife Conservation Commission (FWC) Hotline at 1-888-404-3922 Collision andor injury should also be reported to the US Fish and Wildlife Service in Jacksonville (1-904-731-3336) for north Florida or Vero Beach (1-772-562-3909) for south Florida and to FWC at I mperiledSpeciesmyFWCcom

f Temporary signs concerning manatees shall be posted prior to and during all in-water project activities All signs are to be removed by the permittee upon completion of the project Temporary signs that have already been approved for this use by the FWC must be used One sign which reads Caution Boaters must be posted A second sign measuring at least 8 by 11 explaining the requirements for Idle SpeedNo Wake and the shut down of in-water operations must be posted in a location prominently visible to all personnel engaged in water-related activities These signs can be viewed at MyFWCcommanatee Questions concerning these signs can be sent to the email address listed above

I Iii

Ill I All project vessels

IDLE SPEE NO AK

When a manatee is within 50 feet of work all in-water activities must

UT

IIi i it r i jur trt t bull

ild I 1-888-404-FWCC(3922)

orcell

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT D

Biological Opinion

6

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT E

Statewide Programmatic Biological Opinion

7

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT F

Self-Certification Statement of Compliance

8

--------------------

---------------------------------------------------------

-----------------------------------------------------

----------------

----------------------------

SELF-CERTIFICATION STATEMENT OF COMPLIANCE

Permit Number NW-3 Application Number SAJ-1996-02789

Permittees Name amp Address (please print or type)

Telephone Number

Location of the Work

Date Work Started Date Work Completed ________________

Description of the Work (eg bank stabilization residential or commercial filling docks dredging etc)

Acreage or Square Feet of Impacts to Waters of the United States

Describe Mitigation completed (if applicable)

Describe any Deviations from Permit (attach drawing(s) depicting the deviations)

I certify that all work and mitigation (if applicable) was done in accordance with the limitations and conditions as described in the permit Any deviations as described above are depicted on the attached drawing(s)

Signature of Permittee

Date

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT G

Permit Transfer Request

9

DEPARTMENT OF THE ARMY PERMIT TRANSFER REQUEST

PERMIT NUMBER SAJ-1996-02789

When the structures or work authorized by this permit are still in existence at the time the property is transferred the terms and conditions of this permit will continue to be binding on the new owner(s) of the property Although the construction period for works authorized by Department of the Army permits is finite the permit itself with its limitations does not expire

To validate the transfer of this permit and the associated responsibilities associated with compliance with its terms and conditions have the transferee sign and date below and mail to the US Army Corps of Engineers Enforcement Section Post Office Box 4970 Jacksonville FL 32232shy0019

(TRANSFEREE-SIGNATURE) (SUBDIVISION)

(DATE) (LOT) (BLOCK)

(STREET ADDRESS) (NAME-PRINTED)

(MAILING ADDRESS)

(CITY STATE ZIP CODE)

Page 20: JACKSONVILLE DISTRICT CORPS OF ENGINEERS …...FORT MYERS, FL 33919 REPLY TO ATTENTION OF Regulatory Division FEB 2 8 2013 South Permits Branch/Fort Myers Section SAJ-1996-02789 (NWP-WDD)

STA 16+00 STA 17+50STA 14+50 sshy 1 c 4middot~ 4middot 5

4 ~ 2middot gt

2 IAHW (+033)- IIHW (+033)

0 -3 2middot ltmiddot

EAST

-fSO

bull1bull0~--------~~~==~~======= ~ MLW (-168) t-2middot

~ -z MLW (-168)

~-4NO DREDGING AT THIS STATION SHOWN FOR

REFERENCE ONLY NO DREDGING AT THIS STATION NO DREDGING AT THIS STATION~-6i~= TEIAPLATE SHOWW FOR REFERENCE ONLY TEIAPLATE SHOWN FOR REFERENCE ONLY

-8middot-8middot

-10-1DshyWEST

1 1WESTNORTH SOUTH ~ EAST

-12 I I I I I -

1dao -t so -1 oo _o 6 sh t6o do 2o -fOO -raquo0 0 Sb 100 150 200 -200 -150 -100 -~0 0 5o tampo 150 200

DiSTANCE FR04 BASELINE (FEET) DISTANCE FROM BASEliNE (FEET) DIS)ANCE FROM BASEUNE (FEET)

8

6 STA 16+50

bull 2

o1HW (+033)

loLW (-168) --

middotshy I 6middot

NO DREDGING AT THIS STATION

8shy TDIPtATE SHOWN FOR REFERENCE ONLY

o- EAST WEST

L

STA 15+00 STA 18+00

1

I 0 4middot gt2

IIHW (+033)

8 0 ldlW (-1688 ~-2I ~-

~-4~ NO DREDGING AT THIS ~= STATION SHOWN FORlt REFERENCE ONLf~-6NO DREDGING AT THIS STATION

TEIIPLATE SHOWN FOR REFERENCE ONLY -8

-1 -10 EAST WEST

-1DshyWEST

-12 1 I I I ~ EAST

_Joo -11so -11oo -~o 6 sb H~D do 2bo -1 -200 -150 -loa -~0 0 100 1~0 200

DISTANCE FROJA BASEUNE (FEET) DISTANCE FR0-4 BASEliNE (FEET) DISTANCE FROU BASELINE middot~ (FEET)

8 STA 15+50

8 STA 17+00

66

~ 4middot

STA 18+28

IAHW (+033)

MIW ( ts8) ---

EAST

NO ORE~ STATION SHOWN FOR

REFERENCE ONLY

WEST

~00 -150 -100 -so 0 50 100 1so 21

bull I bull 2 2I bull ldHW (+033)lo4HW +033)

ti 0ti MLW (-168) I _fEu-loLW (-168) ~ ~-2middot~-2

~ J~5 bull 55 ~=-middot ~

~-

~=6 a-sNO DREDGING AT THIS STATIONNO DREDGING AT THIS STATION~-TEMPLATE SHOWN FOR REFERENCE ONLfTEiolPlATpound SHOWN FOR REFERENCE ONLY 8 -8middot

-1 -10-1 o- EAST WEST -12

EAST WEST -12-1

middot200 -150 -tOO 50 100 1 0 21 -200 -150 -100 -so 0 50 100 150 2 I

DISTANCE FROM BASEUNE (FEET) DISTANCE FR0-4 BASEliNE (FEET) DISTANCE FROM BtSEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVDBB) 2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 4 DREDGE TO MAINTAIN A MINIMUM BUFFER OF 5 FROM MANGROVE ROOTS

5679 STRAND COURT NAPLES Fl 34110 FAX (239) 594-2025 PHONE 239) 594-2021 wwwhumistonandmoorecom

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 PltgtltHgt 11 rvt 11

o

R-38 R-39

NO FILL AT THIS STATION SHOWN NO FILL AT THIS STATION FOR REFERENCE ONLY SHOWN FOR REFERENCE ONLY

1-1 oL----------------------- 0 200

DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

R-41 R-42

NO FILL AT THIS STATION THIS STATION SHOWN FOR REFERENCE REFERENCE ONLYONLY SHOWN FOR

NO FILL AT

DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

NOTES

1 RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 2 COORDINATES SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN DATUM OF 1983 EAST ZONE (NAD83) 3 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)

R-40+725R-40

10

NAVD0

~ 5 z

t lw 033 NAVDI0 (MHWL)-168 NAVD

(MLW) I~ Isect

-5 1gt0 1771 FILL TEMPLATE 18 lLLJ 62 CYFT gt

-10~--------------L-------------------

I~ f-

1~ 68 NAVDI g

(MLW) I~

I~ I~ w lLLJ 73 CYFT

II NAVD

1771 FILL TEMPLATE

0 zoo 0 200 DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

NO FILL AT THIS MONUMENT SHOWN FOR VOLUMETRIC CALCULATION ONLY

R-43 R-44

10

_ 66 NAVDlb 66 NAVD ------4-7 NAVD

I-z 033 NAVD (MHW)-lt-----033 NAVD (MHW) li -168 NAVD (MLW) -168 NAVD (MLW)15

li-5

I~ 1771 FILL TEMPLATEI~ lLLJ 41 CYFT

0 1-101~---------L_---------~------------

200 0 200 SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

4 NORTH AND SOUTH LIMITS OF BEACH FILL TEMPLATE WITHIN MAXIMUM LIMITS SHOWN ON PERMIT PLANS BY PBSampJ DATED 7312012

5 ALL FILL TO BE PLACED UPLAND OF THE GULF OF MEXICO MHWL AND WITHIN THE LIMITS OF THE BEACH FILL TEMPLATES ON 5679 STRAND COURTPERMIT PLANS BY PBSampJ DATED 731 2012 NAPLES FL 3411 0

6 AREA LANDWARD OF DUNE FILL TO BE GRADED BASED ON SITE CONDITIONS AT THE TIME OF CONSTRUCTION FAX (239) 594-2025 PHONE (239) 594-2021 wwwhumlstonandrnoorecom

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 Pltgto- 1 J --f 1 ~

~

- 6Sm11S ~ 14ltgt5_ -6 ~ 14ltgt5 11 33361SZ 1laquo5- 61lt1gt073 ~ -- 3a3-n35 14ltU$ SS70tiLgtS 14gtgtS ~ 8EitG4S =ltl6S 1laquo5 NOOOEiGlNGATiHESiE~noNS 10054 ~1 1CS 6Se355 3secto7113 -__ a=1 -middot

~7 ~~ 7ltru) - mlS ~ - =

Q611SS =

t iiNIPLAf~ iNFCiRMAfloR ~fiOBLISHEti fiY DEP) MONUMENT ESTIMATED AVAiLABLE AVAILABLE

MONUMENT NORTHING EASTlNG AZIMUTH ELEVATION EFFECTIVE FILL FILL ID NAvebull DISTANCE VOLUME VOLUME

FEET) (FEET) DEGREES) FEET (FEET) (CVIFTI CVJ R-38 6898181 3fSI7837 2700 373 R-39 13887995 3B78747 2700 484 R-40 6877938 3879638 2700 297 500 82 3100 R40+725 13870688 3879638 2700 180 73 1314 R-41 BS67856 3880516 2700 324

middotroTAL AVAILABLEVOWME-NORTH FILL TEMPLATE 4414 0gt50 6882954 3879149 1795 100 92 920 1gt50 6862963 3880149 1795 100 206 2000 2gt50 6862972 31l81149 1795 100 139 1390

TOTAL AVAILABLE VOLUME -INLET FILL TEMPLATE 4370 R-42 6B57310 3192004 2650 423 R-43 6846923 3882485 2700 484 1300 36 4680 R-44 6837015 3883591 2700 674 550 41 2255

roTAL AVAILABLE VOWME -SOUTH FILL TEMPLATE 6935 TOTAL AVAILABLE VOLUME -ALL FILL TEMPLATESlt 15719

INLET FILL TEMPATE SECTIONS

STA D+SD

J-----255------- shy10 NAVD

92 CYFT FlU VOLUME

145 CYFT DESIGN CUT

11 CYFT OVER OEPTH CUT

SOUTH

-sao -400 -350 -300 -250 -200 -fso -foo -so 50 DISTANCE FROio BASEUNE (FEET)

t2j ~ ----J w lt-bullmiddotI sect_ ~ d-6

-middotmiddot -10

[ZJ 206 CYFT FILl YOLUI4E DESICWttrr[-5BNAVD)_I OVDDtPlH(-6StiAVO)shy

[Sj 228 CYFT DESIGN CUT

[[]] 12 CYFT OYER DEPTH CLJT

NORTI-I SOUTH

-lJoo -iso -ioo -iso -doo -11so -11oo -~o amp sh J

DISTANCE FROM BASELINE (FEET)

[ZJ 139 CfrT FILL VOLUUE

bSJ 14-5 CfFT OESIGN CUT

[I] 11 CYFT OVER DEPTH

NORTH

-150 -100

STA 2+50

t~SICIICUT(-551UVO)_

DVVI0[Pffi(-65MAVD)-

CUT

SOUTH

-250 -200 -fSO -faa 50 DISTANCE FROM BASEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)

2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM

JANUARY 3 TO 11 2013 4 FILL TEMPLATE LOCATION BASED ON PERMIT PLANS BY PBSampJ DATED 7312012

5679 STRAND COURT NAPLES FL 34110 FAX (239) 594-2025 PHONE (239) 594-2021 wwwbullhumlstQnandmoorecom

Army Corps of Engineers File SAJ-1996-02789 Date 22513 P~w-P 1~ nf 1~

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT B

Original PermitModification Drawings

4

Nov 24 1997 - 101327 DCWG010JPR079S2

SHEET 1 SHEET 2

~---Approximate Ending Point

~~~--Approximate Beginnin9 Point

0 ()

X w ~

u 0

u J J ()

0 ()

x w ~

LL 0

u J gt C)

SOUTH

EXCAVATION PLAN FOR CUTS 3 amp 4A THROUGH 40 FOR PER~ITIING

PURPOSES ONLY

PROJECT

APPLICANT

CLAM BAy

PELICAN BAY SERVICES DIVISION Figure

452(1)

0 T TACKNEY FLA REG 20853

middot 199602789(IP-CC) APR6 1998

---

Nov 06 1997 - 152223 DDWG010lPR079525dwg

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VONGW I

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I I

CUT 48

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S30ftl lI I

~ CUT 4C

1 EXISTING SECTIONS VAirf ~~2 SIDE SLOPES 0 ANGLE OF REPOSE (ASSUMED 3D)

0 2 4 6 8 10 HORIZONTAl

TYPICAL CUT SECTIONS

PROJECT CLAM BAY APPLICANT middotPELICAN BAY SERVICES DIVISiON

WILSON

MILLER

~ COLLIER ~R 1997 TACKNEY AND ASSOC INC ~~~~i - of9S 25pound lot

COASTAL ENGINEERING N01d2--oso-oo -tRPiPmiddot middot~-ppoundR79 IIGTNO -~S918 25 atJ8

Figure 452(i)

D T TACKNEY fA RpoundGbull 20115J

199602789(IP-CC) APR6 1998

-~--~ ~

NOTE bull 1 TYPICAL PIPELINE ROUTE SHOJIN FOR ILLUSTRATION PURPOSES ONLY

ACTUAl PIPELINE ROUTE TO BE DETERMINED IN THE FIELD 2 ALL ELEVATIONS ARE REFERENCED TO NGVO 1929 3 All HORIZONTAL C(X)ROJNATES ARE IN STATE PLANE COORDINATE

SYSTEM NAO 1927 FLORIOA EAST ZONE

LEGEND ~ DREDGING CUT LIMITS ~zJ VOLUMEOFCUT~3ZOOOCV

----- STAnONIPROFILELOCATION

- - - - BASELINe

G) BASELINE POINT NUMBER

R-42 ONR REFERENCE MONUMENT

~ CORE BORING LOCATION C4(59)

- bull shy middot PIPELINE ROUTE

17iiIJ 181112522 gt111141 IN1ZII2 1203111 11120010 1227241 IM21111 1231317 11131~71 1227Ut 11112071 12eG517 IIIIQOI 1$00031 IMIUU 0031n IMI8311 1300171 115038AI 1310711 1111511827 13tttn 11amp241 ta 1310771 11121031 1~7711 1115311618 lnamplll4 etaat21 1288813 8IH215U 128iUt 881174131 128Bt72 81580023

232130 21 23Z7RZI 22 2S21oampBI2 21 Ua71011

~= Z1l 2331117 27 23W7C35 28 23110100

lll80tZamp lleo8011 tlll20e32 HUHN 111321131 81N0211 8111 111871005 11875020 ~I RESTORATION

CLAMBAY

DREDGING CUT 4 -SITE PLAN FOR PELICAN BAY SERVICES DISTRICT

M IISlOIIJIOORENQNEERa IDeiINRPOFIrRO HOfm-llltE tbull

DATE21B9 ALE 8042CON-AER-CUT4 rMlESflOilIOJil410CI

iN11~ii-6-21Q1 PROJECT NO 8-042 DATUM NGVDGRIO SHEET 7 OF 21

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET OF 21

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HM CLAM BAY

bull RESTORATION bull CUT4 CROSS-SECTIONS

~-=a~--- DATE t2D1SI8 IftlE 21042-XS I SCALEbull AS 5HOWH I middot ~)~1

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199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 10 OF 21

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CLAM BAY RESTORA-TION

CUTf4- CROSS-SCTtOHS

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I 1

l

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199602789(1P-GC) MODIFICATION 1 FEB 26 1999 SHEET 12 OF 21

fIIDIUTCOIIIIoiM COWPDIQl bull nGS bull ltDI -middotshy

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HM CLAMBAY

RESTORATION CUT4 CROSS-SECTIONS

rl~rrmiddot_bullbullrlbullbulllbullbull-1middot~Aubull_bullbull~u-~bull~bull---il~sC4u~bulloWH-II _ (a-11) _Jall PROJECT HO -C42 SHEpound1 t2 or 21

fOIIIr~~cr ~ bull - -za16 bull

t-------r~------~ ~~

~ I _ _

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amt~ ~ MIIUII (rio)

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CUT4 CROSS-SECTIONS FOib IEIJCAII MY SfJMCES DISlliiCI

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bull160 160 UAIKI MlllJM( (PB1)

CLAM BAY RESTORATION

middot CUT4 CROSS-SECTIONSHMFOR PEUCAH BAT SDMCES DJSTRICf

DATE 10118 SCALpound1 AS SHOWNt_llriRCIIIIflllnlaquoITCit~middot-~ MIU2 1410CNI) --n PROJECT NO 8-0U SHEeT t 4 OF 21

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 14 OF 21

shy -~CDIIE-CI cowasnE bull nua

rnTMCt hall Ulllll (IIEJ]

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HM CLAM BAY

bull RESTORATION CUT 4 CROSS--SECTIONS bull lc BEACH DISPOSAL SECTIONS

- FORt PEUCAH BAT 5EHVICES DISTRICT

~middot ~ r~~~~~m u (WI) ~

DATE 1201SIB SCAlpound1 AS 5HOWH

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 15 OF 21

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT C

Standard Manatee Conditions for In-Water Work

5

STANDARD MANATEE CONDITIONS FOR IN-WATER WORK 2011

The permittee shall comply with the following conditions intended to protect manatees from direct project effects

a All personnel associated with the project shall be instructed about the presence of manatees and manatee speed zones and the need to avoid collisions with and injury to manatees The permittee shall advise all construction personnel that there are civil and criminal penalties for harming harassing or killing manatees which are protected under the Marine Mammal Protection Act the Endangered Species Act and the Florida Manatee Sanctuary Act

b All vessels associated with the construction project shall operate at Idle SpeedNo Wake at all times while in the immediate area and while in water where the draft of the vessel provides less than a four-footclearance from the bottom All vessels will follow routes of deep water whenever possible

c Siltation or turbidity barriers shall be made of material in which manatees cannot become entangled shall be properly secured and shall be regularly monitored to avoid manatee entanglement or entrapment Barriers must not impede manatee movement

d All on-site project personnel are responsible for observing water-related activities for the presence of manatee(s) All in-water operations including vessels must be shutdown if a manatee(s) comes within 50 feet of the operation Activities will not resume until the manatee(s) has moved beyond the 50-foot radius of the project operation or until 30 minutes elapses if the manatee(s) has not reappeared within 50 feet of the operation Animals must not be herded away or harassed into leaving

e Any collision with or injury to a manatee shall be reported immediately to the Florida Fish and Wildlife Conservation Commission (FWC) Hotline at 1-888-404-3922 Collision andor injury should also be reported to the US Fish and Wildlife Service in Jacksonville (1-904-731-3336) for north Florida or Vero Beach (1-772-562-3909) for south Florida and to FWC at I mperiledSpeciesmyFWCcom

f Temporary signs concerning manatees shall be posted prior to and during all in-water project activities All signs are to be removed by the permittee upon completion of the project Temporary signs that have already been approved for this use by the FWC must be used One sign which reads Caution Boaters must be posted A second sign measuring at least 8 by 11 explaining the requirements for Idle SpeedNo Wake and the shut down of in-water operations must be posted in a location prominently visible to all personnel engaged in water-related activities These signs can be viewed at MyFWCcommanatee Questions concerning these signs can be sent to the email address listed above

I Iii

Ill I All project vessels

IDLE SPEE NO AK

When a manatee is within 50 feet of work all in-water activities must

UT

IIi i it r i jur trt t bull

ild I 1-888-404-FWCC(3922)

orcell

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT D

Biological Opinion

6

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT E

Statewide Programmatic Biological Opinion

7

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT F

Self-Certification Statement of Compliance

8

--------------------

---------------------------------------------------------

-----------------------------------------------------

----------------

----------------------------

SELF-CERTIFICATION STATEMENT OF COMPLIANCE

Permit Number NW-3 Application Number SAJ-1996-02789

Permittees Name amp Address (please print or type)

Telephone Number

Location of the Work

Date Work Started Date Work Completed ________________

Description of the Work (eg bank stabilization residential or commercial filling docks dredging etc)

Acreage or Square Feet of Impacts to Waters of the United States

Describe Mitigation completed (if applicable)

Describe any Deviations from Permit (attach drawing(s) depicting the deviations)

I certify that all work and mitigation (if applicable) was done in accordance with the limitations and conditions as described in the permit Any deviations as described above are depicted on the attached drawing(s)

Signature of Permittee

Date

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT G

Permit Transfer Request

9

DEPARTMENT OF THE ARMY PERMIT TRANSFER REQUEST

PERMIT NUMBER SAJ-1996-02789

When the structures or work authorized by this permit are still in existence at the time the property is transferred the terms and conditions of this permit will continue to be binding on the new owner(s) of the property Although the construction period for works authorized by Department of the Army permits is finite the permit itself with its limitations does not expire

To validate the transfer of this permit and the associated responsibilities associated with compliance with its terms and conditions have the transferee sign and date below and mail to the US Army Corps of Engineers Enforcement Section Post Office Box 4970 Jacksonville FL 32232shy0019

(TRANSFEREE-SIGNATURE) (SUBDIVISION)

(DATE) (LOT) (BLOCK)

(STREET ADDRESS) (NAME-PRINTED)

(MAILING ADDRESS)

(CITY STATE ZIP CODE)

Page 21: JACKSONVILLE DISTRICT CORPS OF ENGINEERS …...FORT MYERS, FL 33919 REPLY TO ATTENTION OF Regulatory Division FEB 2 8 2013 South Permits Branch/Fort Myers Section SAJ-1996-02789 (NWP-WDD)

o

R-38 R-39

NO FILL AT THIS STATION SHOWN NO FILL AT THIS STATION FOR REFERENCE ONLY SHOWN FOR REFERENCE ONLY

1-1 oL----------------------- 0 200

DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

R-41 R-42

NO FILL AT THIS STATION THIS STATION SHOWN FOR REFERENCE REFERENCE ONLYONLY SHOWN FOR

NO FILL AT

DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

NOTES

1 RECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM JANUARY 3 TO 11 2013 2 COORDINATES SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN DATUM OF 1983 EAST ZONE (NAD83) 3 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)

R-40+725R-40

10

NAVD0

~ 5 z

t lw 033 NAVDI0 (MHWL)-168 NAVD

(MLW) I~ Isect

-5 1gt0 1771 FILL TEMPLATE 18 lLLJ 62 CYFT gt

-10~--------------L-------------------

I~ f-

1~ 68 NAVDI g

(MLW) I~

I~ I~ w lLLJ 73 CYFT

II NAVD

1771 FILL TEMPLATE

0 zoo 0 200 DISTANCE SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

NO FILL AT THIS MONUMENT SHOWN FOR VOLUMETRIC CALCULATION ONLY

R-43 R-44

10

_ 66 NAVDlb 66 NAVD ------4-7 NAVD

I-z 033 NAVD (MHW)-lt-----033 NAVD (MHW) li -168 NAVD (MLW) -168 NAVD (MLW)15

li-5

I~ 1771 FILL TEMPLATEI~ lLLJ 41 CYFT

0 1-101~---------L_---------~------------

200 0 200 SEAWARD OF MONUMENT (FT) DISTANCE SEAWARD OF MONUMENT (FT)

4 NORTH AND SOUTH LIMITS OF BEACH FILL TEMPLATE WITHIN MAXIMUM LIMITS SHOWN ON PERMIT PLANS BY PBSampJ DATED 7312012

5 ALL FILL TO BE PLACED UPLAND OF THE GULF OF MEXICO MHWL AND WITHIN THE LIMITS OF THE BEACH FILL TEMPLATES ON 5679 STRAND COURTPERMIT PLANS BY PBSampJ DATED 731 2012 NAPLES FL 3411 0

6 AREA LANDWARD OF DUNE FILL TO BE GRADED BASED ON SITE CONDITIONS AT THE TIME OF CONSTRUCTION FAX (239) 594-2025 PHONE (239) 594-2021 wwwhumlstonandrnoorecom

Army Corps ofEngineers File SAJ-1996-02789 Date 22513 Pltgto- 1 J --f 1 ~

~

- 6Sm11S ~ 14ltgt5_ -6 ~ 14ltgt5 11 33361SZ 1laquo5- 61lt1gt073 ~ -- 3a3-n35 14ltU$ SS70tiLgtS 14gtgtS ~ 8EitG4S =ltl6S 1laquo5 NOOOEiGlNGATiHESiE~noNS 10054 ~1 1CS 6Se355 3secto7113 -__ a=1 -middot

~7 ~~ 7ltru) - mlS ~ - =

Q611SS =

t iiNIPLAf~ iNFCiRMAfloR ~fiOBLISHEti fiY DEP) MONUMENT ESTIMATED AVAiLABLE AVAILABLE

MONUMENT NORTHING EASTlNG AZIMUTH ELEVATION EFFECTIVE FILL FILL ID NAvebull DISTANCE VOLUME VOLUME

FEET) (FEET) DEGREES) FEET (FEET) (CVIFTI CVJ R-38 6898181 3fSI7837 2700 373 R-39 13887995 3B78747 2700 484 R-40 6877938 3879638 2700 297 500 82 3100 R40+725 13870688 3879638 2700 180 73 1314 R-41 BS67856 3880516 2700 324

middotroTAL AVAILABLEVOWME-NORTH FILL TEMPLATE 4414 0gt50 6882954 3879149 1795 100 92 920 1gt50 6862963 3880149 1795 100 206 2000 2gt50 6862972 31l81149 1795 100 139 1390

TOTAL AVAILABLE VOLUME -INLET FILL TEMPLATE 4370 R-42 6B57310 3192004 2650 423 R-43 6846923 3882485 2700 484 1300 36 4680 R-44 6837015 3883591 2700 674 550 41 2255

roTAL AVAILABLE VOWME -SOUTH FILL TEMPLATE 6935 TOTAL AVAILABLE VOLUME -ALL FILL TEMPLATESlt 15719

INLET FILL TEMPATE SECTIONS

STA D+SD

J-----255------- shy10 NAVD

92 CYFT FlU VOLUME

145 CYFT DESIGN CUT

11 CYFT OVER OEPTH CUT

SOUTH

-sao -400 -350 -300 -250 -200 -fso -foo -so 50 DISTANCE FROio BASEUNE (FEET)

t2j ~ ----J w lt-bullmiddotI sect_ ~ d-6

-middotmiddot -10

[ZJ 206 CYFT FILl YOLUI4E DESICWttrr[-5BNAVD)_I OVDDtPlH(-6StiAVO)shy

[Sj 228 CYFT DESIGN CUT

[[]] 12 CYFT OYER DEPTH CLJT

NORTI-I SOUTH

-lJoo -iso -ioo -iso -doo -11so -11oo -~o amp sh J

DISTANCE FROM BASELINE (FEET)

[ZJ 139 CfrT FILL VOLUUE

bSJ 14-5 CfFT OESIGN CUT

[I] 11 CYFT OVER DEPTH

NORTH

-150 -100

STA 2+50

t~SICIICUT(-551UVO)_

DVVI0[Pffi(-65MAVD)-

CUT

SOUTH

-250 -200 -fSO -faa 50 DISTANCE FROM BASEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)

2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM

JANUARY 3 TO 11 2013 4 FILL TEMPLATE LOCATION BASED ON PERMIT PLANS BY PBSampJ DATED 7312012

5679 STRAND COURT NAPLES FL 34110 FAX (239) 594-2025 PHONE (239) 594-2021 wwwbullhumlstQnandmoorecom

Army Corps of Engineers File SAJ-1996-02789 Date 22513 P~w-P 1~ nf 1~

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT B

Original PermitModification Drawings

4

Nov 24 1997 - 101327 DCWG010JPR079S2

SHEET 1 SHEET 2

~---Approximate Ending Point

~~~--Approximate Beginnin9 Point

0 ()

X w ~

u 0

u J J ()

0 ()

x w ~

LL 0

u J gt C)

SOUTH

EXCAVATION PLAN FOR CUTS 3 amp 4A THROUGH 40 FOR PER~ITIING

PURPOSES ONLY

PROJECT

APPLICANT

CLAM BAy

PELICAN BAY SERVICES DIVISION Figure

452(1)

0 T TACKNEY FLA REG 20853

middot 199602789(IP-CC) APR6 1998

---

Nov 06 1997 - 152223 DDWG010lPR079525dwg

V D NGVD V ONGVD 0~sect t_OJJ2

-wT J _3 11--zt ~

l 15 It l 20 It L I I I

CUT 1 CUT 2 amp 3

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L 40 It L I I

CUT 4A middot

VONGW I

~ S 20 Jtl l

I I

CUT 48

~-- middot~~-w~ --- - - ~- SEE NOTE-24 1

S30ftl lI I

~ CUT 4C

1 EXISTING SECTIONS VAirf ~~2 SIDE SLOPES 0 ANGLE OF REPOSE (ASSUMED 3D)

0 2 4 6 8 10 HORIZONTAl

TYPICAL CUT SECTIONS

PROJECT CLAM BAY APPLICANT middotPELICAN BAY SERVICES DIVISiON

WILSON

MILLER

~ COLLIER ~R 1997 TACKNEY AND ASSOC INC ~~~~i - of9S 25pound lot

COASTAL ENGINEERING N01d2--oso-oo -tRPiPmiddot middot~-ppoundR79 IIGTNO -~S918 25 atJ8

Figure 452(i)

D T TACKNEY fA RpoundGbull 20115J

199602789(IP-CC) APR6 1998

-~--~ ~

NOTE bull 1 TYPICAL PIPELINE ROUTE SHOJIN FOR ILLUSTRATION PURPOSES ONLY

ACTUAl PIPELINE ROUTE TO BE DETERMINED IN THE FIELD 2 ALL ELEVATIONS ARE REFERENCED TO NGVO 1929 3 All HORIZONTAL C(X)ROJNATES ARE IN STATE PLANE COORDINATE

SYSTEM NAO 1927 FLORIOA EAST ZONE

LEGEND ~ DREDGING CUT LIMITS ~zJ VOLUMEOFCUT~3ZOOOCV

----- STAnONIPROFILELOCATION

- - - - BASELINe

G) BASELINE POINT NUMBER

R-42 ONR REFERENCE MONUMENT

~ CORE BORING LOCATION C4(59)

- bull shy middot PIPELINE ROUTE

17iiIJ 181112522 gt111141 IN1ZII2 1203111 11120010 1227241 IM21111 1231317 11131~71 1227Ut 11112071 12eG517 IIIIQOI 1$00031 IMIUU 0031n IMI8311 1300171 115038AI 1310711 1111511827 13tttn 11amp241 ta 1310771 11121031 1~7711 1115311618 lnamplll4 etaat21 1288813 8IH215U 128iUt 881174131 128Bt72 81580023

232130 21 23Z7RZI 22 2S21oampBI2 21 Ua71011

~= Z1l 2331117 27 23W7C35 28 23110100

lll80tZamp lleo8011 tlll20e32 HUHN 111321131 81N0211 8111 111871005 11875020 ~I RESTORATION

CLAMBAY

DREDGING CUT 4 -SITE PLAN FOR PELICAN BAY SERVICES DISTRICT

M IISlOIIJIOORENQNEERa IDeiINRPOFIrRO HOfm-llltE tbull

DATE21B9 ALE 8042CON-AER-CUT4 rMlESflOilIOJil410CI

iN11~ii-6-21Q1 PROJECT NO 8-042 DATUM NGVDGRIO SHEET 7 OF 21

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET OF 21

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-~~~ ---~ -~~~

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1-

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I ~

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HM CLAM BAY

bull RESTORATION bull CUT4 CROSS-SECTIONS

~-=a~--- DATE t2D1SI8 IftlE 21042-XS I SCALEbull AS 5HOWH I middot ~)~1

Pafttr-~ un bull __ run1u wrvnJe1llln SHEEn 10 or 21

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199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 10 OF 21

~--ORll

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__ ltiiiiDT-Uiil--ri ~middotno~lpound

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CUTf4- CROSS-SCTtOHS

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I 1

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cawmm bull fWD bull 1

470FT

ClriiMCZ _ (lD11

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lltlfwE IJICII umrbull (JUT) _ _ ITA t1+CID CIIWDIITI S rK1 bull 11_1

Idmiddot ~1 middot 7f1gt~5 c I

f

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_ iiiUIDI CDCmiddotshyCCIIICddTE flftlbull tt

199602789(1P-GC) MODIFICATION 1 FEB 26 1999 SHEET 12 OF 21

fIIDIUTCOIIIIoiM COWPDIQl bull nGS bull ltDI -middotshy

I

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Illamp 14+11 ~middotIUSmiddot

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HM CLAMBAY

RESTORATION CUT4 CROSS-SECTIONS

rl~rrmiddot_bullbullrlbullbulllbullbull-1middot~Aubull_bullbull~u-~bull~bull---il~sC4u~bulloWH-II _ (a-11) _Jall PROJECT HO -C42 SHEpound1 t2 or 21

fOIIIr~~cr ~ bull - -za16 bull

t-------r~------~ ~~

~ I _ _

~ coc -C2 CCIIUOSIIKDCSbullJIJI

amt~ ~ MIIUII (rio)

IIIITMCI fJICJIIII IUilllll (f1D1

199602789(JP-CC) MODIFICATION 1 FEB 26 1999 SHEET 13 OF 21

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CLAM BAY RESTORATION

CUT4 CROSS-SECTIONS FOib IEIJCAII MY SfJMCES DISlliiCI

DAm middot~bullIVbull _I FUr -t-xs I SCAUo AS-P1IOJpoundCT IIOr --oa f DATIJIO HIMJ01111 I -lTbull U OF 21

I5

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o-Il

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liiUitCII COli- C4 cawosm bull rliCS

Ii_-1 ~l I 1 ~middotl middot~ I

I

- IIUMSf =- - C1CIDIIJJII bull PMraquo bull an

I

CISITAICil_liimMmul

aU~mrrCIIIII-tswaa1u CIMDTT S ES bull IU

IIel ~ 1 tbulll------~~==~middot------~1

ishyDmZ USlPK (riD) DCifAMCIInDit~(nD)

~~middot--~-tnDl

JIUIESICIIIII_CII COWSSt bull ncm bull 1a

J7

--r CC CSI ~SnGbullILIbullI

L ~~I iogtT I

--f

war 160 160 - bull

CIIT~ ~ IAIIUtfmiddot~ -shy asrmiddotea ~UICtiiUOmE ncsmiddot IJoUI

llool bull -IM it

-~ -middotaaalull (~

ca--~~~middot CCIIUOSJtSfMSbull znr

~~ ~

I ~ot----~~----1

Imiddot -- - t6a - tia middot -z

~-~(rm)

aT CCIamp-U1 ~-Snclbull IUS

I shyt i

war

bull160 160 UAIKI MlllJM( (PB1)

CLAM BAY RESTORATION

middot CUT4 CROSS-SECTIONSHMFOR PEUCAH BAT SDMCES DJSTRICf

DATE 10118 SCALpound1 AS SHOWNt_llriRCIIIIflllnlaquoITCit~middot-~ MIU2 1410CNI) --n PROJECT NO 8-0U SHEeT t 4 OF 21

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 14 OF 21

shy -~CDIIE-CI cowasnE bull nua

rnTMCt hall Ulllll (IIEJ]

EIISTNICI rami PIIIJJC (PUQ

IJIItUCI F1ICII IIUIUME (lUrJ

1 IIITMCE ntclf IASI1liC cnrrJ

HM CLAM BAY

bull RESTORATION CUT 4 CROSS--SECTIONS bull lc BEACH DISPOSAL SECTIONS

- FORt PEUCAH BAT 5EHVICES DISTRICT

~middot ~ r~~~~~m u (WI) ~

DATE 1201SIB SCAlpound1 AS 5HOWH

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 15 OF 21

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT C

Standard Manatee Conditions for In-Water Work

5

STANDARD MANATEE CONDITIONS FOR IN-WATER WORK 2011

The permittee shall comply with the following conditions intended to protect manatees from direct project effects

a All personnel associated with the project shall be instructed about the presence of manatees and manatee speed zones and the need to avoid collisions with and injury to manatees The permittee shall advise all construction personnel that there are civil and criminal penalties for harming harassing or killing manatees which are protected under the Marine Mammal Protection Act the Endangered Species Act and the Florida Manatee Sanctuary Act

b All vessels associated with the construction project shall operate at Idle SpeedNo Wake at all times while in the immediate area and while in water where the draft of the vessel provides less than a four-footclearance from the bottom All vessels will follow routes of deep water whenever possible

c Siltation or turbidity barriers shall be made of material in which manatees cannot become entangled shall be properly secured and shall be regularly monitored to avoid manatee entanglement or entrapment Barriers must not impede manatee movement

d All on-site project personnel are responsible for observing water-related activities for the presence of manatee(s) All in-water operations including vessels must be shutdown if a manatee(s) comes within 50 feet of the operation Activities will not resume until the manatee(s) has moved beyond the 50-foot radius of the project operation or until 30 minutes elapses if the manatee(s) has not reappeared within 50 feet of the operation Animals must not be herded away or harassed into leaving

e Any collision with or injury to a manatee shall be reported immediately to the Florida Fish and Wildlife Conservation Commission (FWC) Hotline at 1-888-404-3922 Collision andor injury should also be reported to the US Fish and Wildlife Service in Jacksonville (1-904-731-3336) for north Florida or Vero Beach (1-772-562-3909) for south Florida and to FWC at I mperiledSpeciesmyFWCcom

f Temporary signs concerning manatees shall be posted prior to and during all in-water project activities All signs are to be removed by the permittee upon completion of the project Temporary signs that have already been approved for this use by the FWC must be used One sign which reads Caution Boaters must be posted A second sign measuring at least 8 by 11 explaining the requirements for Idle SpeedNo Wake and the shut down of in-water operations must be posted in a location prominently visible to all personnel engaged in water-related activities These signs can be viewed at MyFWCcommanatee Questions concerning these signs can be sent to the email address listed above

I Iii

Ill I All project vessels

IDLE SPEE NO AK

When a manatee is within 50 feet of work all in-water activities must

UT

IIi i it r i jur trt t bull

ild I 1-888-404-FWCC(3922)

orcell

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT D

Biological Opinion

6

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT E

Statewide Programmatic Biological Opinion

7

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT F

Self-Certification Statement of Compliance

8

--------------------

---------------------------------------------------------

-----------------------------------------------------

----------------

----------------------------

SELF-CERTIFICATION STATEMENT OF COMPLIANCE

Permit Number NW-3 Application Number SAJ-1996-02789

Permittees Name amp Address (please print or type)

Telephone Number

Location of the Work

Date Work Started Date Work Completed ________________

Description of the Work (eg bank stabilization residential or commercial filling docks dredging etc)

Acreage or Square Feet of Impacts to Waters of the United States

Describe Mitigation completed (if applicable)

Describe any Deviations from Permit (attach drawing(s) depicting the deviations)

I certify that all work and mitigation (if applicable) was done in accordance with the limitations and conditions as described in the permit Any deviations as described above are depicted on the attached drawing(s)

Signature of Permittee

Date

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT G

Permit Transfer Request

9

DEPARTMENT OF THE ARMY PERMIT TRANSFER REQUEST

PERMIT NUMBER SAJ-1996-02789

When the structures or work authorized by this permit are still in existence at the time the property is transferred the terms and conditions of this permit will continue to be binding on the new owner(s) of the property Although the construction period for works authorized by Department of the Army permits is finite the permit itself with its limitations does not expire

To validate the transfer of this permit and the associated responsibilities associated with compliance with its terms and conditions have the transferee sign and date below and mail to the US Army Corps of Engineers Enforcement Section Post Office Box 4970 Jacksonville FL 32232shy0019

(TRANSFEREE-SIGNATURE) (SUBDIVISION)

(DATE) (LOT) (BLOCK)

(STREET ADDRESS) (NAME-PRINTED)

(MAILING ADDRESS)

(CITY STATE ZIP CODE)

Page 22: JACKSONVILLE DISTRICT CORPS OF ENGINEERS …...FORT MYERS, FL 33919 REPLY TO ATTENTION OF Regulatory Division FEB 2 8 2013 South Permits Branch/Fort Myers Section SAJ-1996-02789 (NWP-WDD)

~

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~7 ~~ 7ltru) - mlS ~ - =

Q611SS =

t iiNIPLAf~ iNFCiRMAfloR ~fiOBLISHEti fiY DEP) MONUMENT ESTIMATED AVAiLABLE AVAILABLE

MONUMENT NORTHING EASTlNG AZIMUTH ELEVATION EFFECTIVE FILL FILL ID NAvebull DISTANCE VOLUME VOLUME

FEET) (FEET) DEGREES) FEET (FEET) (CVIFTI CVJ R-38 6898181 3fSI7837 2700 373 R-39 13887995 3B78747 2700 484 R-40 6877938 3879638 2700 297 500 82 3100 R40+725 13870688 3879638 2700 180 73 1314 R-41 BS67856 3880516 2700 324

middotroTAL AVAILABLEVOWME-NORTH FILL TEMPLATE 4414 0gt50 6882954 3879149 1795 100 92 920 1gt50 6862963 3880149 1795 100 206 2000 2gt50 6862972 31l81149 1795 100 139 1390

TOTAL AVAILABLE VOLUME -INLET FILL TEMPLATE 4370 R-42 6B57310 3192004 2650 423 R-43 6846923 3882485 2700 484 1300 36 4680 R-44 6837015 3883591 2700 674 550 41 2255

roTAL AVAILABLE VOWME -SOUTH FILL TEMPLATE 6935 TOTAL AVAILABLE VOLUME -ALL FILL TEMPLATESlt 15719

INLET FILL TEMPATE SECTIONS

STA D+SD

J-----255------- shy10 NAVD

92 CYFT FlU VOLUME

145 CYFT DESIGN CUT

11 CYFT OVER OEPTH CUT

SOUTH

-sao -400 -350 -300 -250 -200 -fso -foo -so 50 DISTANCE FROio BASEUNE (FEET)

t2j ~ ----J w lt-bullmiddotI sect_ ~ d-6

-middotmiddot -10

[ZJ 206 CYFT FILl YOLUI4E DESICWttrr[-5BNAVD)_I OVDDtPlH(-6StiAVO)shy

[Sj 228 CYFT DESIGN CUT

[[]] 12 CYFT OYER DEPTH CLJT

NORTI-I SOUTH

-lJoo -iso -ioo -iso -doo -11so -11oo -~o amp sh J

DISTANCE FROM BASELINE (FEET)

[ZJ 139 CfrT FILL VOLUUE

bSJ 14-5 CfFT OESIGN CUT

[I] 11 CYFT OVER DEPTH

NORTH

-150 -100

STA 2+50

t~SICIICUT(-551UVO)_

DVVI0[Pffi(-65MAVD)-

CUT

SOUTH

-250 -200 -fSO -faa 50 DISTANCE FROM BASEUNE (FEET)

NOTES

1 ELEVATIONS SHOWN ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)

2 DISTANCES SHOWN IN FEET 3 PRECONSTRUCTION SURVEY CONDUCTED BY AGNOLI BARBER amp BRUNDAGE INC FROM

JANUARY 3 TO 11 2013 4 FILL TEMPLATE LOCATION BASED ON PERMIT PLANS BY PBSampJ DATED 7312012

5679 STRAND COURT NAPLES FL 34110 FAX (239) 594-2025 PHONE (239) 594-2021 wwwbullhumlstQnandmoorecom

Army Corps of Engineers File SAJ-1996-02789 Date 22513 P~w-P 1~ nf 1~

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT B

Original PermitModification Drawings

4

Nov 24 1997 - 101327 DCWG010JPR079S2

SHEET 1 SHEET 2

~---Approximate Ending Point

~~~--Approximate Beginnin9 Point

0 ()

X w ~

u 0

u J J ()

0 ()

x w ~

LL 0

u J gt C)

SOUTH

EXCAVATION PLAN FOR CUTS 3 amp 4A THROUGH 40 FOR PER~ITIING

PURPOSES ONLY

PROJECT

APPLICANT

CLAM BAy

PELICAN BAY SERVICES DIVISION Figure

452(1)

0 T TACKNEY FLA REG 20853

middot 199602789(IP-CC) APR6 1998

---

Nov 06 1997 - 152223 DDWG010lPR079525dwg

V D NGVD V ONGVD 0~sect t_OJJ2

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VONGW I

~ S 20 Jtl l

I I

CUT 48

~-- middot~~-w~ --- - - ~- SEE NOTE-24 1

S30ftl lI I

~ CUT 4C

1 EXISTING SECTIONS VAirf ~~2 SIDE SLOPES 0 ANGLE OF REPOSE (ASSUMED 3D)

0 2 4 6 8 10 HORIZONTAl

TYPICAL CUT SECTIONS

PROJECT CLAM BAY APPLICANT middotPELICAN BAY SERVICES DIVISiON

WILSON

MILLER

~ COLLIER ~R 1997 TACKNEY AND ASSOC INC ~~~~i - of9S 25pound lot

COASTAL ENGINEERING N01d2--oso-oo -tRPiPmiddot middot~-ppoundR79 IIGTNO -~S918 25 atJ8

Figure 452(i)

D T TACKNEY fA RpoundGbull 20115J

199602789(IP-CC) APR6 1998

-~--~ ~

NOTE bull 1 TYPICAL PIPELINE ROUTE SHOJIN FOR ILLUSTRATION PURPOSES ONLY

ACTUAl PIPELINE ROUTE TO BE DETERMINED IN THE FIELD 2 ALL ELEVATIONS ARE REFERENCED TO NGVO 1929 3 All HORIZONTAL C(X)ROJNATES ARE IN STATE PLANE COORDINATE

SYSTEM NAO 1927 FLORIOA EAST ZONE

LEGEND ~ DREDGING CUT LIMITS ~zJ VOLUMEOFCUT~3ZOOOCV

----- STAnONIPROFILELOCATION

- - - - BASELINe

G) BASELINE POINT NUMBER

R-42 ONR REFERENCE MONUMENT

~ CORE BORING LOCATION C4(59)

- bull shy middot PIPELINE ROUTE

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~= Z1l 2331117 27 23W7C35 28 23110100

lll80tZamp lleo8011 tlll20e32 HUHN 111321131 81N0211 8111 111871005 11875020 ~I RESTORATION

CLAMBAY

DREDGING CUT 4 -SITE PLAN FOR PELICAN BAY SERVICES DISTRICT

M IISlOIIJIOORENQNEERa IDeiINRPOFIrRO HOfm-llltE tbull

DATE21B9 ALE 8042CON-AER-CUT4 rMlESflOilIOJil410CI

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199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET OF 21

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CUTf4- CROSS-SCTtOHS

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199602789(1P-GC) MODIFICATION 1 FEB 26 1999 SHEET 12 OF 21

fIIDIUTCOIIIIoiM COWPDIQl bull nGS bull ltDI -middotshy

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DIITA~far it ~r (nrrJ

Illamp 14+11 ~middotIUSmiddot

It------~~~----~ ~~

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DlloUUI ~ ampUIUII (Fm]

HM CLAMBAY

RESTORATION CUT4 CROSS-SECTIONS

rl~rrmiddot_bullbullrlbullbulllbullbull-1middot~Aubull_bullbull~u-~bull~bull---il~sC4u~bulloWH-II _ (a-11) _Jall PROJECT HO -C42 SHEpound1 t2 or 21

fOIIIr~~cr ~ bull - -za16 bull

t-------r~------~ ~~

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amMa _ IMIUC 0111)

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CUT4 CROSS-SECTIONS FOib IEIJCAII MY SfJMCES DISlliiCI

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~-~(rm)

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bull160 160 UAIKI MlllJM( (PB1)

CLAM BAY RESTORATION

middot CUT4 CROSS-SECTIONSHMFOR PEUCAH BAT SDMCES DJSTRICf

DATE 10118 SCALpound1 AS SHOWNt_llriRCIIIIflllnlaquoITCit~middot-~ MIU2 1410CNI) --n PROJECT NO 8-0U SHEeT t 4 OF 21

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 14 OF 21

shy -~CDIIE-CI cowasnE bull nua

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bull RESTORATION CUT 4 CROSS--SECTIONS bull lc BEACH DISPOSAL SECTIONS

- FORt PEUCAH BAT 5EHVICES DISTRICT

~middot ~ r~~~~~m u (WI) ~

DATE 1201SIB SCAlpound1 AS 5HOWH

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 15 OF 21

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT C

Standard Manatee Conditions for In-Water Work

5

STANDARD MANATEE CONDITIONS FOR IN-WATER WORK 2011

The permittee shall comply with the following conditions intended to protect manatees from direct project effects

a All personnel associated with the project shall be instructed about the presence of manatees and manatee speed zones and the need to avoid collisions with and injury to manatees The permittee shall advise all construction personnel that there are civil and criminal penalties for harming harassing or killing manatees which are protected under the Marine Mammal Protection Act the Endangered Species Act and the Florida Manatee Sanctuary Act

b All vessels associated with the construction project shall operate at Idle SpeedNo Wake at all times while in the immediate area and while in water where the draft of the vessel provides less than a four-footclearance from the bottom All vessels will follow routes of deep water whenever possible

c Siltation or turbidity barriers shall be made of material in which manatees cannot become entangled shall be properly secured and shall be regularly monitored to avoid manatee entanglement or entrapment Barriers must not impede manatee movement

d All on-site project personnel are responsible for observing water-related activities for the presence of manatee(s) All in-water operations including vessels must be shutdown if a manatee(s) comes within 50 feet of the operation Activities will not resume until the manatee(s) has moved beyond the 50-foot radius of the project operation or until 30 minutes elapses if the manatee(s) has not reappeared within 50 feet of the operation Animals must not be herded away or harassed into leaving

e Any collision with or injury to a manatee shall be reported immediately to the Florida Fish and Wildlife Conservation Commission (FWC) Hotline at 1-888-404-3922 Collision andor injury should also be reported to the US Fish and Wildlife Service in Jacksonville (1-904-731-3336) for north Florida or Vero Beach (1-772-562-3909) for south Florida and to FWC at I mperiledSpeciesmyFWCcom

f Temporary signs concerning manatees shall be posted prior to and during all in-water project activities All signs are to be removed by the permittee upon completion of the project Temporary signs that have already been approved for this use by the FWC must be used One sign which reads Caution Boaters must be posted A second sign measuring at least 8 by 11 explaining the requirements for Idle SpeedNo Wake and the shut down of in-water operations must be posted in a location prominently visible to all personnel engaged in water-related activities These signs can be viewed at MyFWCcommanatee Questions concerning these signs can be sent to the email address listed above

I Iii

Ill I All project vessels

IDLE SPEE NO AK

When a manatee is within 50 feet of work all in-water activities must

UT

IIi i it r i jur trt t bull

ild I 1-888-404-FWCC(3922)

orcell

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT D

Biological Opinion

6

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT E

Statewide Programmatic Biological Opinion

7

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT F

Self-Certification Statement of Compliance

8

--------------------

---------------------------------------------------------

-----------------------------------------------------

----------------

----------------------------

SELF-CERTIFICATION STATEMENT OF COMPLIANCE

Permit Number NW-3 Application Number SAJ-1996-02789

Permittees Name amp Address (please print or type)

Telephone Number

Location of the Work

Date Work Started Date Work Completed ________________

Description of the Work (eg bank stabilization residential or commercial filling docks dredging etc)

Acreage or Square Feet of Impacts to Waters of the United States

Describe Mitigation completed (if applicable)

Describe any Deviations from Permit (attach drawing(s) depicting the deviations)

I certify that all work and mitigation (if applicable) was done in accordance with the limitations and conditions as described in the permit Any deviations as described above are depicted on the attached drawing(s)

Signature of Permittee

Date

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT G

Permit Transfer Request

9

DEPARTMENT OF THE ARMY PERMIT TRANSFER REQUEST

PERMIT NUMBER SAJ-1996-02789

When the structures or work authorized by this permit are still in existence at the time the property is transferred the terms and conditions of this permit will continue to be binding on the new owner(s) of the property Although the construction period for works authorized by Department of the Army permits is finite the permit itself with its limitations does not expire

To validate the transfer of this permit and the associated responsibilities associated with compliance with its terms and conditions have the transferee sign and date below and mail to the US Army Corps of Engineers Enforcement Section Post Office Box 4970 Jacksonville FL 32232shy0019

(TRANSFEREE-SIGNATURE) (SUBDIVISION)

(DATE) (LOT) (BLOCK)

(STREET ADDRESS) (NAME-PRINTED)

(MAILING ADDRESS)

(CITY STATE ZIP CODE)

Page 23: JACKSONVILLE DISTRICT CORPS OF ENGINEERS …...FORT MYERS, FL 33919 REPLY TO ATTENTION OF Regulatory Division FEB 2 8 2013 South Permits Branch/Fort Myers Section SAJ-1996-02789 (NWP-WDD)

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT B

Original PermitModification Drawings

4

Nov 24 1997 - 101327 DCWG010JPR079S2

SHEET 1 SHEET 2

~---Approximate Ending Point

~~~--Approximate Beginnin9 Point

0 ()

X w ~

u 0

u J J ()

0 ()

x w ~

LL 0

u J gt C)

SOUTH

EXCAVATION PLAN FOR CUTS 3 amp 4A THROUGH 40 FOR PER~ITIING

PURPOSES ONLY

PROJECT

APPLICANT

CLAM BAy

PELICAN BAY SERVICES DIVISION Figure

452(1)

0 T TACKNEY FLA REG 20853

middot 199602789(IP-CC) APR6 1998

---

Nov 06 1997 - 152223 DDWG010lPR079525dwg

V D NGVD V ONGVD 0~sect t_OJJ2

-wT J _3 11--zt ~

l 15 It l 20 It L I I I

CUT 1 CUT 2 amp 3

H~ t-~~ -4 II

L 40 It L I I

CUT 4A middot

VONGW I

~ S 20 Jtl l

I I

CUT 48

~-- middot~~-w~ --- - - ~- SEE NOTE-24 1

S30ftl lI I

~ CUT 4C

1 EXISTING SECTIONS VAirf ~~2 SIDE SLOPES 0 ANGLE OF REPOSE (ASSUMED 3D)

0 2 4 6 8 10 HORIZONTAl

TYPICAL CUT SECTIONS

PROJECT CLAM BAY APPLICANT middotPELICAN BAY SERVICES DIVISiON

WILSON

MILLER

~ COLLIER ~R 1997 TACKNEY AND ASSOC INC ~~~~i - of9S 25pound lot

COASTAL ENGINEERING N01d2--oso-oo -tRPiPmiddot middot~-ppoundR79 IIGTNO -~S918 25 atJ8

Figure 452(i)

D T TACKNEY fA RpoundGbull 20115J

199602789(IP-CC) APR6 1998

-~--~ ~

NOTE bull 1 TYPICAL PIPELINE ROUTE SHOJIN FOR ILLUSTRATION PURPOSES ONLY

ACTUAl PIPELINE ROUTE TO BE DETERMINED IN THE FIELD 2 ALL ELEVATIONS ARE REFERENCED TO NGVO 1929 3 All HORIZONTAL C(X)ROJNATES ARE IN STATE PLANE COORDINATE

SYSTEM NAO 1927 FLORIOA EAST ZONE

LEGEND ~ DREDGING CUT LIMITS ~zJ VOLUMEOFCUT~3ZOOOCV

----- STAnONIPROFILELOCATION

- - - - BASELINe

G) BASELINE POINT NUMBER

R-42 ONR REFERENCE MONUMENT

~ CORE BORING LOCATION C4(59)

- bull shy middot PIPELINE ROUTE

17iiIJ 181112522 gt111141 IN1ZII2 1203111 11120010 1227241 IM21111 1231317 11131~71 1227Ut 11112071 12eG517 IIIIQOI 1$00031 IMIUU 0031n IMI8311 1300171 115038AI 1310711 1111511827 13tttn 11amp241 ta 1310771 11121031 1~7711 1115311618 lnamplll4 etaat21 1288813 8IH215U 128iUt 881174131 128Bt72 81580023

232130 21 23Z7RZI 22 2S21oampBI2 21 Ua71011

~= Z1l 2331117 27 23W7C35 28 23110100

lll80tZamp lleo8011 tlll20e32 HUHN 111321131 81N0211 8111 111871005 11875020 ~I RESTORATION

CLAMBAY

DREDGING CUT 4 -SITE PLAN FOR PELICAN BAY SERVICES DISTRICT

M IISlOIIJIOORENQNEERa IDeiINRPOFIrRO HOfm-llltE tbull

DATE21B9 ALE 8042CON-AER-CUT4 rMlESflOilIOJil410CI

iN11~ii-6-21Q1 PROJECT NO 8-042 DATUM NGVDGRIO SHEET 7 OF 21

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET OF 21

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DATE 10118 SCALpound1 AS SHOWNt_llriRCIIIIflllnlaquoITCit~middot-~ MIU2 1410CNI) --n PROJECT NO 8-0U SHEeT t 4 OF 21

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 14 OF 21

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- FORt PEUCAH BAT 5EHVICES DISTRICT

~middot ~ r~~~~~m u (WI) ~

DATE 1201SIB SCAlpound1 AS 5HOWH

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 15 OF 21

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT C

Standard Manatee Conditions for In-Water Work

5

STANDARD MANATEE CONDITIONS FOR IN-WATER WORK 2011

The permittee shall comply with the following conditions intended to protect manatees from direct project effects

a All personnel associated with the project shall be instructed about the presence of manatees and manatee speed zones and the need to avoid collisions with and injury to manatees The permittee shall advise all construction personnel that there are civil and criminal penalties for harming harassing or killing manatees which are protected under the Marine Mammal Protection Act the Endangered Species Act and the Florida Manatee Sanctuary Act

b All vessels associated with the construction project shall operate at Idle SpeedNo Wake at all times while in the immediate area and while in water where the draft of the vessel provides less than a four-footclearance from the bottom All vessels will follow routes of deep water whenever possible

c Siltation or turbidity barriers shall be made of material in which manatees cannot become entangled shall be properly secured and shall be regularly monitored to avoid manatee entanglement or entrapment Barriers must not impede manatee movement

d All on-site project personnel are responsible for observing water-related activities for the presence of manatee(s) All in-water operations including vessels must be shutdown if a manatee(s) comes within 50 feet of the operation Activities will not resume until the manatee(s) has moved beyond the 50-foot radius of the project operation or until 30 minutes elapses if the manatee(s) has not reappeared within 50 feet of the operation Animals must not be herded away or harassed into leaving

e Any collision with or injury to a manatee shall be reported immediately to the Florida Fish and Wildlife Conservation Commission (FWC) Hotline at 1-888-404-3922 Collision andor injury should also be reported to the US Fish and Wildlife Service in Jacksonville (1-904-731-3336) for north Florida or Vero Beach (1-772-562-3909) for south Florida and to FWC at I mperiledSpeciesmyFWCcom

f Temporary signs concerning manatees shall be posted prior to and during all in-water project activities All signs are to be removed by the permittee upon completion of the project Temporary signs that have already been approved for this use by the FWC must be used One sign which reads Caution Boaters must be posted A second sign measuring at least 8 by 11 explaining the requirements for Idle SpeedNo Wake and the shut down of in-water operations must be posted in a location prominently visible to all personnel engaged in water-related activities These signs can be viewed at MyFWCcommanatee Questions concerning these signs can be sent to the email address listed above

I Iii

Ill I All project vessels

IDLE SPEE NO AK

When a manatee is within 50 feet of work all in-water activities must

UT

IIi i it r i jur trt t bull

ild I 1-888-404-FWCC(3922)

orcell

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT D

Biological Opinion

6

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT E

Statewide Programmatic Biological Opinion

7

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT F

Self-Certification Statement of Compliance

8

--------------------

---------------------------------------------------------

-----------------------------------------------------

----------------

----------------------------

SELF-CERTIFICATION STATEMENT OF COMPLIANCE

Permit Number NW-3 Application Number SAJ-1996-02789

Permittees Name amp Address (please print or type)

Telephone Number

Location of the Work

Date Work Started Date Work Completed ________________

Description of the Work (eg bank stabilization residential or commercial filling docks dredging etc)

Acreage or Square Feet of Impacts to Waters of the United States

Describe Mitigation completed (if applicable)

Describe any Deviations from Permit (attach drawing(s) depicting the deviations)

I certify that all work and mitigation (if applicable) was done in accordance with the limitations and conditions as described in the permit Any deviations as described above are depicted on the attached drawing(s)

Signature of Permittee

Date

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT G

Permit Transfer Request

9

DEPARTMENT OF THE ARMY PERMIT TRANSFER REQUEST

PERMIT NUMBER SAJ-1996-02789

When the structures or work authorized by this permit are still in existence at the time the property is transferred the terms and conditions of this permit will continue to be binding on the new owner(s) of the property Although the construction period for works authorized by Department of the Army permits is finite the permit itself with its limitations does not expire

To validate the transfer of this permit and the associated responsibilities associated with compliance with its terms and conditions have the transferee sign and date below and mail to the US Army Corps of Engineers Enforcement Section Post Office Box 4970 Jacksonville FL 32232shy0019

(TRANSFEREE-SIGNATURE) (SUBDIVISION)

(DATE) (LOT) (BLOCK)

(STREET ADDRESS) (NAME-PRINTED)

(MAILING ADDRESS)

(CITY STATE ZIP CODE)

Page 24: JACKSONVILLE DISTRICT CORPS OF ENGINEERS …...FORT MYERS, FL 33919 REPLY TO ATTENTION OF Regulatory Division FEB 2 8 2013 South Permits Branch/Fort Myers Section SAJ-1996-02789 (NWP-WDD)

Nov 24 1997 - 101327 DCWG010JPR079S2

SHEET 1 SHEET 2

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EXCAVATION PLAN FOR CUTS 3 amp 4A THROUGH 40 FOR PER~ITIING

PURPOSES ONLY

PROJECT

APPLICANT

CLAM BAy

PELICAN BAY SERVICES DIVISION Figure

452(1)

0 T TACKNEY FLA REG 20853

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---

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199602789(IP-CC) APR6 1998

-~--~ ~

NOTE bull 1 TYPICAL PIPELINE ROUTE SHOJIN FOR ILLUSTRATION PURPOSES ONLY

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SYSTEM NAO 1927 FLORIOA EAST ZONE

LEGEND ~ DREDGING CUT LIMITS ~zJ VOLUMEOFCUT~3ZOOOCV

----- STAnONIPROFILELOCATION

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CLAMBAY

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M IISlOIIJIOORENQNEERa IDeiINRPOFIrRO HOfm-llltE tbull

DATE21B9 ALE 8042CON-AER-CUT4 rMlESflOilIOJil410CI

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199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET OF 21

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HM CLAM BAY

bull RESTORATION bull CUT4 CROSS-SECTIONS

~-=a~--- DATE t2D1SI8 IftlE 21042-XS I SCALEbull AS 5HOWH I middot ~)~1

Pafttr-~ un bull __ run1u wrvnJe1llln SHEEn 10 or 21

~i m-

shy

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 10 OF 21

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---iJUS) 199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 11 OF 21

__ ltiiiiDT-Uiil--ri ~middotno~lpound

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CLAM BAY RESTORA-TION

CUTf4- CROSS-SCTtOHS

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lltlfwE IJICII umrbull (JUT) _ _ ITA t1+CID CIIWDIITI S rK1 bull 11_1

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_ iiiUIDI CDCmiddotshyCCIIICddTE flftlbull tt

199602789(1P-GC) MODIFICATION 1 FEB 26 1999 SHEET 12 OF 21

fIIDIUTCOIIIIoiM COWPDIQl bull nGS bull ltDI -middotshy

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RESTORATION CUT4 CROSS-SECTIONS

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fOIIIr~~cr ~ bull - -za16 bull

t-------r~------~ ~~

~ I _ _

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amt~ ~ MIIUII (rio)

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199602789(JP-CC) MODIFICATION 1 FEB 26 1999 SHEET 13 OF 21

amMa _ IMIUC 0111)

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HM -=A~-r ~-middot shy

CLAM BAY RESTORATION

CUT4 CROSS-SECTIONS FOib IEIJCAII MY SfJMCES DISlliiCI

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I

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bull160 160 UAIKI MlllJM( (PB1)

CLAM BAY RESTORATION

middot CUT4 CROSS-SECTIONSHMFOR PEUCAH BAT SDMCES DJSTRICf

DATE 10118 SCALpound1 AS SHOWNt_llriRCIIIIflllnlaquoITCit~middot-~ MIU2 1410CNI) --n PROJECT NO 8-0U SHEeT t 4 OF 21

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 14 OF 21

shy -~CDIIE-CI cowasnE bull nua

rnTMCt hall Ulllll (IIEJ]

EIISTNICI rami PIIIJJC (PUQ

IJIItUCI F1ICII IIUIUME (lUrJ

1 IIITMCE ntclf IASI1liC cnrrJ

HM CLAM BAY

bull RESTORATION CUT 4 CROSS--SECTIONS bull lc BEACH DISPOSAL SECTIONS

- FORt PEUCAH BAT 5EHVICES DISTRICT

~middot ~ r~~~~~m u (WI) ~

DATE 1201SIB SCAlpound1 AS 5HOWH

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 15 OF 21

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT C

Standard Manatee Conditions for In-Water Work

5

STANDARD MANATEE CONDITIONS FOR IN-WATER WORK 2011

The permittee shall comply with the following conditions intended to protect manatees from direct project effects

a All personnel associated with the project shall be instructed about the presence of manatees and manatee speed zones and the need to avoid collisions with and injury to manatees The permittee shall advise all construction personnel that there are civil and criminal penalties for harming harassing or killing manatees which are protected under the Marine Mammal Protection Act the Endangered Species Act and the Florida Manatee Sanctuary Act

b All vessels associated with the construction project shall operate at Idle SpeedNo Wake at all times while in the immediate area and while in water where the draft of the vessel provides less than a four-footclearance from the bottom All vessels will follow routes of deep water whenever possible

c Siltation or turbidity barriers shall be made of material in which manatees cannot become entangled shall be properly secured and shall be regularly monitored to avoid manatee entanglement or entrapment Barriers must not impede manatee movement

d All on-site project personnel are responsible for observing water-related activities for the presence of manatee(s) All in-water operations including vessels must be shutdown if a manatee(s) comes within 50 feet of the operation Activities will not resume until the manatee(s) has moved beyond the 50-foot radius of the project operation or until 30 minutes elapses if the manatee(s) has not reappeared within 50 feet of the operation Animals must not be herded away or harassed into leaving

e Any collision with or injury to a manatee shall be reported immediately to the Florida Fish and Wildlife Conservation Commission (FWC) Hotline at 1-888-404-3922 Collision andor injury should also be reported to the US Fish and Wildlife Service in Jacksonville (1-904-731-3336) for north Florida or Vero Beach (1-772-562-3909) for south Florida and to FWC at I mperiledSpeciesmyFWCcom

f Temporary signs concerning manatees shall be posted prior to and during all in-water project activities All signs are to be removed by the permittee upon completion of the project Temporary signs that have already been approved for this use by the FWC must be used One sign which reads Caution Boaters must be posted A second sign measuring at least 8 by 11 explaining the requirements for Idle SpeedNo Wake and the shut down of in-water operations must be posted in a location prominently visible to all personnel engaged in water-related activities These signs can be viewed at MyFWCcommanatee Questions concerning these signs can be sent to the email address listed above

I Iii

Ill I All project vessels

IDLE SPEE NO AK

When a manatee is within 50 feet of work all in-water activities must

UT

IIi i it r i jur trt t bull

ild I 1-888-404-FWCC(3922)

orcell

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT D

Biological Opinion

6

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT E

Statewide Programmatic Biological Opinion

7

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT F

Self-Certification Statement of Compliance

8

--------------------

---------------------------------------------------------

-----------------------------------------------------

----------------

----------------------------

SELF-CERTIFICATION STATEMENT OF COMPLIANCE

Permit Number NW-3 Application Number SAJ-1996-02789

Permittees Name amp Address (please print or type)

Telephone Number

Location of the Work

Date Work Started Date Work Completed ________________

Description of the Work (eg bank stabilization residential or commercial filling docks dredging etc)

Acreage or Square Feet of Impacts to Waters of the United States

Describe Mitigation completed (if applicable)

Describe any Deviations from Permit (attach drawing(s) depicting the deviations)

I certify that all work and mitigation (if applicable) was done in accordance with the limitations and conditions as described in the permit Any deviations as described above are depicted on the attached drawing(s)

Signature of Permittee

Date

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT G

Permit Transfer Request

9

DEPARTMENT OF THE ARMY PERMIT TRANSFER REQUEST

PERMIT NUMBER SAJ-1996-02789

When the structures or work authorized by this permit are still in existence at the time the property is transferred the terms and conditions of this permit will continue to be binding on the new owner(s) of the property Although the construction period for works authorized by Department of the Army permits is finite the permit itself with its limitations does not expire

To validate the transfer of this permit and the associated responsibilities associated with compliance with its terms and conditions have the transferee sign and date below and mail to the US Army Corps of Engineers Enforcement Section Post Office Box 4970 Jacksonville FL 32232shy0019

(TRANSFEREE-SIGNATURE) (SUBDIVISION)

(DATE) (LOT) (BLOCK)

(STREET ADDRESS) (NAME-PRINTED)

(MAILING ADDRESS)

(CITY STATE ZIP CODE)

Page 25: JACKSONVILLE DISTRICT CORPS OF ENGINEERS …...FORT MYERS, FL 33919 REPLY TO ATTENTION OF Regulatory Division FEB 2 8 2013 South Permits Branch/Fort Myers Section SAJ-1996-02789 (NWP-WDD)

---

Nov 06 1997 - 152223 DDWG010lPR079525dwg

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-~--~ ~

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SYSTEM NAO 1927 FLORIOA EAST ZONE

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----- STAnONIPROFILELOCATION

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~ CORE BORING LOCATION C4(59)

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DREDGING CUT 4 -SITE PLAN FOR PELICAN BAY SERVICES DISTRICT

M IISlOIIJIOORENQNEERa IDeiINRPOFIrRO HOfm-llltE tbull

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iN11~ii-6-21Q1 PROJECT NO 8-042 DATUM NGVDGRIO SHEET 7 OF 21

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET OF 21

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middot CUT4 CROSS-SECTIONSHMFOR PEUCAH BAT SDMCES DJSTRICf

DATE 10118 SCALpound1 AS SHOWNt_llriRCIIIIflllnlaquoITCit~middot-~ MIU2 1410CNI) --n PROJECT NO 8-0U SHEeT t 4 OF 21

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 14 OF 21

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bull RESTORATION CUT 4 CROSS--SECTIONS bull lc BEACH DISPOSAL SECTIONS

- FORt PEUCAH BAT 5EHVICES DISTRICT

~middot ~ r~~~~~m u (WI) ~

DATE 1201SIB SCAlpound1 AS 5HOWH

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 15 OF 21

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT C

Standard Manatee Conditions for In-Water Work

5

STANDARD MANATEE CONDITIONS FOR IN-WATER WORK 2011

The permittee shall comply with the following conditions intended to protect manatees from direct project effects

a All personnel associated with the project shall be instructed about the presence of manatees and manatee speed zones and the need to avoid collisions with and injury to manatees The permittee shall advise all construction personnel that there are civil and criminal penalties for harming harassing or killing manatees which are protected under the Marine Mammal Protection Act the Endangered Species Act and the Florida Manatee Sanctuary Act

b All vessels associated with the construction project shall operate at Idle SpeedNo Wake at all times while in the immediate area and while in water where the draft of the vessel provides less than a four-footclearance from the bottom All vessels will follow routes of deep water whenever possible

c Siltation or turbidity barriers shall be made of material in which manatees cannot become entangled shall be properly secured and shall be regularly monitored to avoid manatee entanglement or entrapment Barriers must not impede manatee movement

d All on-site project personnel are responsible for observing water-related activities for the presence of manatee(s) All in-water operations including vessels must be shutdown if a manatee(s) comes within 50 feet of the operation Activities will not resume until the manatee(s) has moved beyond the 50-foot radius of the project operation or until 30 minutes elapses if the manatee(s) has not reappeared within 50 feet of the operation Animals must not be herded away or harassed into leaving

e Any collision with or injury to a manatee shall be reported immediately to the Florida Fish and Wildlife Conservation Commission (FWC) Hotline at 1-888-404-3922 Collision andor injury should also be reported to the US Fish and Wildlife Service in Jacksonville (1-904-731-3336) for north Florida or Vero Beach (1-772-562-3909) for south Florida and to FWC at I mperiledSpeciesmyFWCcom

f Temporary signs concerning manatees shall be posted prior to and during all in-water project activities All signs are to be removed by the permittee upon completion of the project Temporary signs that have already been approved for this use by the FWC must be used One sign which reads Caution Boaters must be posted A second sign measuring at least 8 by 11 explaining the requirements for Idle SpeedNo Wake and the shut down of in-water operations must be posted in a location prominently visible to all personnel engaged in water-related activities These signs can be viewed at MyFWCcommanatee Questions concerning these signs can be sent to the email address listed above

I Iii

Ill I All project vessels

IDLE SPEE NO AK

When a manatee is within 50 feet of work all in-water activities must

UT

IIi i it r i jur trt t bull

ild I 1-888-404-FWCC(3922)

orcell

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT D

Biological Opinion

6

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT E

Statewide Programmatic Biological Opinion

7

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT F

Self-Certification Statement of Compliance

8

--------------------

---------------------------------------------------------

-----------------------------------------------------

----------------

----------------------------

SELF-CERTIFICATION STATEMENT OF COMPLIANCE

Permit Number NW-3 Application Number SAJ-1996-02789

Permittees Name amp Address (please print or type)

Telephone Number

Location of the Work

Date Work Started Date Work Completed ________________

Description of the Work (eg bank stabilization residential or commercial filling docks dredging etc)

Acreage or Square Feet of Impacts to Waters of the United States

Describe Mitigation completed (if applicable)

Describe any Deviations from Permit (attach drawing(s) depicting the deviations)

I certify that all work and mitigation (if applicable) was done in accordance with the limitations and conditions as described in the permit Any deviations as described above are depicted on the attached drawing(s)

Signature of Permittee

Date

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT G

Permit Transfer Request

9

DEPARTMENT OF THE ARMY PERMIT TRANSFER REQUEST

PERMIT NUMBER SAJ-1996-02789

When the structures or work authorized by this permit are still in existence at the time the property is transferred the terms and conditions of this permit will continue to be binding on the new owner(s) of the property Although the construction period for works authorized by Department of the Army permits is finite the permit itself with its limitations does not expire

To validate the transfer of this permit and the associated responsibilities associated with compliance with its terms and conditions have the transferee sign and date below and mail to the US Army Corps of Engineers Enforcement Section Post Office Box 4970 Jacksonville FL 32232shy0019

(TRANSFEREE-SIGNATURE) (SUBDIVISION)

(DATE) (LOT) (BLOCK)

(STREET ADDRESS) (NAME-PRINTED)

(MAILING ADDRESS)

(CITY STATE ZIP CODE)

Page 26: JACKSONVILLE DISTRICT CORPS OF ENGINEERS …...FORT MYERS, FL 33919 REPLY TO ATTENTION OF Regulatory Division FEB 2 8 2013 South Permits Branch/Fort Myers Section SAJ-1996-02789 (NWP-WDD)

-~--~ ~

NOTE bull 1 TYPICAL PIPELINE ROUTE SHOJIN FOR ILLUSTRATION PURPOSES ONLY

ACTUAl PIPELINE ROUTE TO BE DETERMINED IN THE FIELD 2 ALL ELEVATIONS ARE REFERENCED TO NGVO 1929 3 All HORIZONTAL C(X)ROJNATES ARE IN STATE PLANE COORDINATE

SYSTEM NAO 1927 FLORIOA EAST ZONE

LEGEND ~ DREDGING CUT LIMITS ~zJ VOLUMEOFCUT~3ZOOOCV

----- STAnONIPROFILELOCATION

- - - - BASELINe

G) BASELINE POINT NUMBER

R-42 ONR REFERENCE MONUMENT

~ CORE BORING LOCATION C4(59)

- bull shy middot PIPELINE ROUTE

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232130 21 23Z7RZI 22 2S21oampBI2 21 Ua71011

~= Z1l 2331117 27 23W7C35 28 23110100

lll80tZamp lleo8011 tlll20e32 HUHN 111321131 81N0211 8111 111871005 11875020 ~I RESTORATION

CLAMBAY

DREDGING CUT 4 -SITE PLAN FOR PELICAN BAY SERVICES DISTRICT

M IISlOIIJIOORENQNEERa IDeiINRPOFIrRO HOfm-llltE tbull

DATE21B9 ALE 8042CON-AER-CUT4 rMlESflOilIOJil410CI

iN11~ii-6-21Q1 PROJECT NO 8-042 DATUM NGVDGRIO SHEET 7 OF 21

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET OF 21

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HM CLAM BAY

bull RESTORATION bull CUT4 CROSS-SECTIONS

~-=a~--- DATE t2D1SI8 IftlE 21042-XS I SCALEbull AS 5HOWH I middot ~)~1

Pafttr-~ un bull __ run1u wrvnJe1llln SHEEn 10 or 21

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199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 10 OF 21

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---iJUS) 199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 11 OF 21

__ ltiiiiDT-Uiil--ri ~middotno~lpound

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middotumiddots -~IZIR-_Q CiCIIWIJCnIJ na

_ ___~

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CLAM BAY RESTORA-TION

CUTf4- CROSS-SCTtOHS

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f

IISJAMCI _ llloWOJ (Fm] DIS1NCCI _ HS[UC (rur]

_ iiiUIDI CDCmiddotshyCCIIICddTE flftlbull tt

199602789(1P-GC) MODIFICATION 1 FEB 26 1999 SHEET 12 OF 21

fIIDIUTCOIIIIoiM COWPDIQl bull nGS bull ltDI -middotshy

I

DIITA~far it ~r (nrrJ

Illamp 14+11 ~middotIUSmiddot

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~

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HM CLAMBAY

RESTORATION CUT4 CROSS-SECTIONS

rl~rrmiddot_bullbullrlbullbulllbullbull-1middot~Aubull_bullbull~u-~bull~bull---il~sC4u~bulloWH-II _ (a-11) _Jall PROJECT HO -C42 SHEpound1 t2 or 21

fOIIIr~~cr ~ bull - -za16 bull

t-------r~------~ ~~

~ I _ _

~ coc -C2 CCIIUOSIIKDCSbullJIJI

amt~ ~ MIIUII (rio)

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199602789(JP-CC) MODIFICATION 1 FEB 26 1999 SHEET 13 OF 21

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CUT4 CROSS-SECTIONS FOib IEIJCAII MY SfJMCES DISlliiCI

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~-~(rm)

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I shyt i

war

bull160 160 UAIKI MlllJM( (PB1)

CLAM BAY RESTORATION

middot CUT4 CROSS-SECTIONSHMFOR PEUCAH BAT SDMCES DJSTRICf

DATE 10118 SCALpound1 AS SHOWNt_llriRCIIIIflllnlaquoITCit~middot-~ MIU2 1410CNI) --n PROJECT NO 8-0U SHEeT t 4 OF 21

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 14 OF 21

shy -~CDIIE-CI cowasnE bull nua

rnTMCt hall Ulllll (IIEJ]

EIISTNICI rami PIIIJJC (PUQ

IJIItUCI F1ICII IIUIUME (lUrJ

1 IIITMCE ntclf IASI1liC cnrrJ

HM CLAM BAY

bull RESTORATION CUT 4 CROSS--SECTIONS bull lc BEACH DISPOSAL SECTIONS

- FORt PEUCAH BAT 5EHVICES DISTRICT

~middot ~ r~~~~~m u (WI) ~

DATE 1201SIB SCAlpound1 AS 5HOWH

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 15 OF 21

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT C

Standard Manatee Conditions for In-Water Work

5

STANDARD MANATEE CONDITIONS FOR IN-WATER WORK 2011

The permittee shall comply with the following conditions intended to protect manatees from direct project effects

a All personnel associated with the project shall be instructed about the presence of manatees and manatee speed zones and the need to avoid collisions with and injury to manatees The permittee shall advise all construction personnel that there are civil and criminal penalties for harming harassing or killing manatees which are protected under the Marine Mammal Protection Act the Endangered Species Act and the Florida Manatee Sanctuary Act

b All vessels associated with the construction project shall operate at Idle SpeedNo Wake at all times while in the immediate area and while in water where the draft of the vessel provides less than a four-footclearance from the bottom All vessels will follow routes of deep water whenever possible

c Siltation or turbidity barriers shall be made of material in which manatees cannot become entangled shall be properly secured and shall be regularly monitored to avoid manatee entanglement or entrapment Barriers must not impede manatee movement

d All on-site project personnel are responsible for observing water-related activities for the presence of manatee(s) All in-water operations including vessels must be shutdown if a manatee(s) comes within 50 feet of the operation Activities will not resume until the manatee(s) has moved beyond the 50-foot radius of the project operation or until 30 minutes elapses if the manatee(s) has not reappeared within 50 feet of the operation Animals must not be herded away or harassed into leaving

e Any collision with or injury to a manatee shall be reported immediately to the Florida Fish and Wildlife Conservation Commission (FWC) Hotline at 1-888-404-3922 Collision andor injury should also be reported to the US Fish and Wildlife Service in Jacksonville (1-904-731-3336) for north Florida or Vero Beach (1-772-562-3909) for south Florida and to FWC at I mperiledSpeciesmyFWCcom

f Temporary signs concerning manatees shall be posted prior to and during all in-water project activities All signs are to be removed by the permittee upon completion of the project Temporary signs that have already been approved for this use by the FWC must be used One sign which reads Caution Boaters must be posted A second sign measuring at least 8 by 11 explaining the requirements for Idle SpeedNo Wake and the shut down of in-water operations must be posted in a location prominently visible to all personnel engaged in water-related activities These signs can be viewed at MyFWCcommanatee Questions concerning these signs can be sent to the email address listed above

I Iii

Ill I All project vessels

IDLE SPEE NO AK

When a manatee is within 50 feet of work all in-water activities must

UT

IIi i it r i jur trt t bull

ild I 1-888-404-FWCC(3922)

orcell

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT D

Biological Opinion

6

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT E

Statewide Programmatic Biological Opinion

7

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT F

Self-Certification Statement of Compliance

8

--------------------

---------------------------------------------------------

-----------------------------------------------------

----------------

----------------------------

SELF-CERTIFICATION STATEMENT OF COMPLIANCE

Permit Number NW-3 Application Number SAJ-1996-02789

Permittees Name amp Address (please print or type)

Telephone Number

Location of the Work

Date Work Started Date Work Completed ________________

Description of the Work (eg bank stabilization residential or commercial filling docks dredging etc)

Acreage or Square Feet of Impacts to Waters of the United States

Describe Mitigation completed (if applicable)

Describe any Deviations from Permit (attach drawing(s) depicting the deviations)

I certify that all work and mitigation (if applicable) was done in accordance with the limitations and conditions as described in the permit Any deviations as described above are depicted on the attached drawing(s)

Signature of Permittee

Date

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT G

Permit Transfer Request

9

DEPARTMENT OF THE ARMY PERMIT TRANSFER REQUEST

PERMIT NUMBER SAJ-1996-02789

When the structures or work authorized by this permit are still in existence at the time the property is transferred the terms and conditions of this permit will continue to be binding on the new owner(s) of the property Although the construction period for works authorized by Department of the Army permits is finite the permit itself with its limitations does not expire

To validate the transfer of this permit and the associated responsibilities associated with compliance with its terms and conditions have the transferee sign and date below and mail to the US Army Corps of Engineers Enforcement Section Post Office Box 4970 Jacksonville FL 32232shy0019

(TRANSFEREE-SIGNATURE) (SUBDIVISION)

(DATE) (LOT) (BLOCK)

(STREET ADDRESS) (NAME-PRINTED)

(MAILING ADDRESS)

(CITY STATE ZIP CODE)

Page 27: JACKSONVILLE DISTRICT CORPS OF ENGINEERS …...FORT MYERS, FL 33919 REPLY TO ATTENTION OF Regulatory Division FEB 2 8 2013 South Permits Branch/Fort Myers Section SAJ-1996-02789 (NWP-WDD)

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199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 14 OF 21

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DATE 1201SIB SCAlpound1 AS 5HOWH

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 15 OF 21

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT C

Standard Manatee Conditions for In-Water Work

5

STANDARD MANATEE CONDITIONS FOR IN-WATER WORK 2011

The permittee shall comply with the following conditions intended to protect manatees from direct project effects

a All personnel associated with the project shall be instructed about the presence of manatees and manatee speed zones and the need to avoid collisions with and injury to manatees The permittee shall advise all construction personnel that there are civil and criminal penalties for harming harassing or killing manatees which are protected under the Marine Mammal Protection Act the Endangered Species Act and the Florida Manatee Sanctuary Act

b All vessels associated with the construction project shall operate at Idle SpeedNo Wake at all times while in the immediate area and while in water where the draft of the vessel provides less than a four-footclearance from the bottom All vessels will follow routes of deep water whenever possible

c Siltation or turbidity barriers shall be made of material in which manatees cannot become entangled shall be properly secured and shall be regularly monitored to avoid manatee entanglement or entrapment Barriers must not impede manatee movement

d All on-site project personnel are responsible for observing water-related activities for the presence of manatee(s) All in-water operations including vessels must be shutdown if a manatee(s) comes within 50 feet of the operation Activities will not resume until the manatee(s) has moved beyond the 50-foot radius of the project operation or until 30 minutes elapses if the manatee(s) has not reappeared within 50 feet of the operation Animals must not be herded away or harassed into leaving

e Any collision with or injury to a manatee shall be reported immediately to the Florida Fish and Wildlife Conservation Commission (FWC) Hotline at 1-888-404-3922 Collision andor injury should also be reported to the US Fish and Wildlife Service in Jacksonville (1-904-731-3336) for north Florida or Vero Beach (1-772-562-3909) for south Florida and to FWC at I mperiledSpeciesmyFWCcom

f Temporary signs concerning manatees shall be posted prior to and during all in-water project activities All signs are to be removed by the permittee upon completion of the project Temporary signs that have already been approved for this use by the FWC must be used One sign which reads Caution Boaters must be posted A second sign measuring at least 8 by 11 explaining the requirements for Idle SpeedNo Wake and the shut down of in-water operations must be posted in a location prominently visible to all personnel engaged in water-related activities These signs can be viewed at MyFWCcommanatee Questions concerning these signs can be sent to the email address listed above

I Iii

Ill I All project vessels

IDLE SPEE NO AK

When a manatee is within 50 feet of work all in-water activities must

UT

IIi i it r i jur trt t bull

ild I 1-888-404-FWCC(3922)

orcell

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT D

Biological Opinion

6

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT E

Statewide Programmatic Biological Opinion

7

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT F

Self-Certification Statement of Compliance

8

--------------------

---------------------------------------------------------

-----------------------------------------------------

----------------

----------------------------

SELF-CERTIFICATION STATEMENT OF COMPLIANCE

Permit Number NW-3 Application Number SAJ-1996-02789

Permittees Name amp Address (please print or type)

Telephone Number

Location of the Work

Date Work Started Date Work Completed ________________

Description of the Work (eg bank stabilization residential or commercial filling docks dredging etc)

Acreage or Square Feet of Impacts to Waters of the United States

Describe Mitigation completed (if applicable)

Describe any Deviations from Permit (attach drawing(s) depicting the deviations)

I certify that all work and mitigation (if applicable) was done in accordance with the limitations and conditions as described in the permit Any deviations as described above are depicted on the attached drawing(s)

Signature of Permittee

Date

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT G

Permit Transfer Request

9

DEPARTMENT OF THE ARMY PERMIT TRANSFER REQUEST

PERMIT NUMBER SAJ-1996-02789

When the structures or work authorized by this permit are still in existence at the time the property is transferred the terms and conditions of this permit will continue to be binding on the new owner(s) of the property Although the construction period for works authorized by Department of the Army permits is finite the permit itself with its limitations does not expire

To validate the transfer of this permit and the associated responsibilities associated with compliance with its terms and conditions have the transferee sign and date below and mail to the US Army Corps of Engineers Enforcement Section Post Office Box 4970 Jacksonville FL 32232shy0019

(TRANSFEREE-SIGNATURE) (SUBDIVISION)

(DATE) (LOT) (BLOCK)

(STREET ADDRESS) (NAME-PRINTED)

(MAILING ADDRESS)

(CITY STATE ZIP CODE)

Page 28: JACKSONVILLE DISTRICT CORPS OF ENGINEERS …...FORT MYERS, FL 33919 REPLY TO ATTENTION OF Regulatory Division FEB 2 8 2013 South Permits Branch/Fort Myers Section SAJ-1996-02789 (NWP-WDD)

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CLAM BAY RESTORA-TION

CUTf4- CROSS-SCTtOHS

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_ iiiUIDI CDCmiddotshyCCIIICddTE flftlbull tt

199602789(1P-GC) MODIFICATION 1 FEB 26 1999 SHEET 12 OF 21

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Illamp 14+11 ~middotIUSmiddot

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HM CLAMBAY

RESTORATION CUT4 CROSS-SECTIONS

rl~rrmiddot_bullbullrlbullbulllbullbull-1middot~Aubull_bullbull~u-~bull~bull---il~sC4u~bulloWH-II _ (a-11) _Jall PROJECT HO -C42 SHEpound1 t2 or 21

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t-------r~------~ ~~

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amt~ ~ MIIUII (rio)

IIIITMCI fJICJIIII IUilllll (f1D1

199602789(JP-CC) MODIFICATION 1 FEB 26 1999 SHEET 13 OF 21

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bull160 160 UAIKI MlllJM( (PB1)

CLAM BAY RESTORATION

middot CUT4 CROSS-SECTIONSHMFOR PEUCAH BAT SDMCES DJSTRICf

DATE 10118 SCALpound1 AS SHOWNt_llriRCIIIIflllnlaquoITCit~middot-~ MIU2 1410CNI) --n PROJECT NO 8-0U SHEeT t 4 OF 21

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 14 OF 21

shy -~CDIIE-CI cowasnE bull nua

rnTMCt hall Ulllll (IIEJ]

EIISTNICI rami PIIIJJC (PUQ

IJIItUCI F1ICII IIUIUME (lUrJ

1 IIITMCE ntclf IASI1liC cnrrJ

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bull RESTORATION CUT 4 CROSS--SECTIONS bull lc BEACH DISPOSAL SECTIONS

- FORt PEUCAH BAT 5EHVICES DISTRICT

~middot ~ r~~~~~m u (WI) ~

DATE 1201SIB SCAlpound1 AS 5HOWH

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 15 OF 21

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT C

Standard Manatee Conditions for In-Water Work

5

STANDARD MANATEE CONDITIONS FOR IN-WATER WORK 2011

The permittee shall comply with the following conditions intended to protect manatees from direct project effects

a All personnel associated with the project shall be instructed about the presence of manatees and manatee speed zones and the need to avoid collisions with and injury to manatees The permittee shall advise all construction personnel that there are civil and criminal penalties for harming harassing or killing manatees which are protected under the Marine Mammal Protection Act the Endangered Species Act and the Florida Manatee Sanctuary Act

b All vessels associated with the construction project shall operate at Idle SpeedNo Wake at all times while in the immediate area and while in water where the draft of the vessel provides less than a four-footclearance from the bottom All vessels will follow routes of deep water whenever possible

c Siltation or turbidity barriers shall be made of material in which manatees cannot become entangled shall be properly secured and shall be regularly monitored to avoid manatee entanglement or entrapment Barriers must not impede manatee movement

d All on-site project personnel are responsible for observing water-related activities for the presence of manatee(s) All in-water operations including vessels must be shutdown if a manatee(s) comes within 50 feet of the operation Activities will not resume until the manatee(s) has moved beyond the 50-foot radius of the project operation or until 30 minutes elapses if the manatee(s) has not reappeared within 50 feet of the operation Animals must not be herded away or harassed into leaving

e Any collision with or injury to a manatee shall be reported immediately to the Florida Fish and Wildlife Conservation Commission (FWC) Hotline at 1-888-404-3922 Collision andor injury should also be reported to the US Fish and Wildlife Service in Jacksonville (1-904-731-3336) for north Florida or Vero Beach (1-772-562-3909) for south Florida and to FWC at I mperiledSpeciesmyFWCcom

f Temporary signs concerning manatees shall be posted prior to and during all in-water project activities All signs are to be removed by the permittee upon completion of the project Temporary signs that have already been approved for this use by the FWC must be used One sign which reads Caution Boaters must be posted A second sign measuring at least 8 by 11 explaining the requirements for Idle SpeedNo Wake and the shut down of in-water operations must be posted in a location prominently visible to all personnel engaged in water-related activities These signs can be viewed at MyFWCcommanatee Questions concerning these signs can be sent to the email address listed above

I Iii

Ill I All project vessels

IDLE SPEE NO AK

When a manatee is within 50 feet of work all in-water activities must

UT

IIi i it r i jur trt t bull

ild I 1-888-404-FWCC(3922)

orcell

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT D

Biological Opinion

6

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT E

Statewide Programmatic Biological Opinion

7

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT F

Self-Certification Statement of Compliance

8

--------------------

---------------------------------------------------------

-----------------------------------------------------

----------------

----------------------------

SELF-CERTIFICATION STATEMENT OF COMPLIANCE

Permit Number NW-3 Application Number SAJ-1996-02789

Permittees Name amp Address (please print or type)

Telephone Number

Location of the Work

Date Work Started Date Work Completed ________________

Description of the Work (eg bank stabilization residential or commercial filling docks dredging etc)

Acreage or Square Feet of Impacts to Waters of the United States

Describe Mitigation completed (if applicable)

Describe any Deviations from Permit (attach drawing(s) depicting the deviations)

I certify that all work and mitigation (if applicable) was done in accordance with the limitations and conditions as described in the permit Any deviations as described above are depicted on the attached drawing(s)

Signature of Permittee

Date

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT G

Permit Transfer Request

9

DEPARTMENT OF THE ARMY PERMIT TRANSFER REQUEST

PERMIT NUMBER SAJ-1996-02789

When the structures or work authorized by this permit are still in existence at the time the property is transferred the terms and conditions of this permit will continue to be binding on the new owner(s) of the property Although the construction period for works authorized by Department of the Army permits is finite the permit itself with its limitations does not expire

To validate the transfer of this permit and the associated responsibilities associated with compliance with its terms and conditions have the transferee sign and date below and mail to the US Army Corps of Engineers Enforcement Section Post Office Box 4970 Jacksonville FL 32232shy0019

(TRANSFEREE-SIGNATURE) (SUBDIVISION)

(DATE) (LOT) (BLOCK)

(STREET ADDRESS) (NAME-PRINTED)

(MAILING ADDRESS)

(CITY STATE ZIP CODE)

Page 29: JACKSONVILLE DISTRICT CORPS OF ENGINEERS …...FORT MYERS, FL 33919 REPLY TO ATTENTION OF Regulatory Division FEB 2 8 2013 South Permits Branch/Fort Myers Section SAJ-1996-02789 (NWP-WDD)

rasr-E ~middot cnrrJ

_ IIUEIT caK cll

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ClriiMCZ _ (lD11

I ~~~middot1--------TI~~~~~7~7~~~~~~----~~

~ E

lltlfwE IJICII umrbull (JUT) _ _ ITA t1+CID CIIWDIITI S rK1 bull 11_1

Idmiddot ~1 middot 7f1gt~5 c I

f

IISJAMCI _ llloWOJ (Fm] DIS1NCCI _ HS[UC (rur]

_ iiiUIDI CDCmiddotshyCCIIICddTE flftlbull tt

199602789(1P-GC) MODIFICATION 1 FEB 26 1999 SHEET 12 OF 21

fIIDIUTCOIIIIoiM COWPDIQl bull nGS bull ltDI -middotshy

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HM CLAMBAY

RESTORATION CUT4 CROSS-SECTIONS

rl~rrmiddot_bullbullrlbullbulllbullbull-1middot~Aubull_bullbull~u-~bull~bull---il~sC4u~bulloWH-II _ (a-11) _Jall PROJECT HO -C42 SHEpound1 t2 or 21

fOIIIr~~cr ~ bull - -za16 bull

t-------r~------~ ~~

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amt~ ~ MIIUII (rio)

IIIITMCI fJICJIIII IUilllll (f1D1

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CUT4 CROSS-SECTIONS FOib IEIJCAII MY SfJMCES DISlliiCI

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bull160 160 UAIKI MlllJM( (PB1)

CLAM BAY RESTORATION

middot CUT4 CROSS-SECTIONSHMFOR PEUCAH BAT SDMCES DJSTRICf

DATE 10118 SCALpound1 AS SHOWNt_llriRCIIIIflllnlaquoITCit~middot-~ MIU2 1410CNI) --n PROJECT NO 8-0U SHEeT t 4 OF 21

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 14 OF 21

shy -~CDIIE-CI cowasnE bull nua

rnTMCt hall Ulllll (IIEJ]

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bull RESTORATION CUT 4 CROSS--SECTIONS bull lc BEACH DISPOSAL SECTIONS

- FORt PEUCAH BAT 5EHVICES DISTRICT

~middot ~ r~~~~~m u (WI) ~

DATE 1201SIB SCAlpound1 AS 5HOWH

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 15 OF 21

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT C

Standard Manatee Conditions for In-Water Work

5

STANDARD MANATEE CONDITIONS FOR IN-WATER WORK 2011

The permittee shall comply with the following conditions intended to protect manatees from direct project effects

a All personnel associated with the project shall be instructed about the presence of manatees and manatee speed zones and the need to avoid collisions with and injury to manatees The permittee shall advise all construction personnel that there are civil and criminal penalties for harming harassing or killing manatees which are protected under the Marine Mammal Protection Act the Endangered Species Act and the Florida Manatee Sanctuary Act

b All vessels associated with the construction project shall operate at Idle SpeedNo Wake at all times while in the immediate area and while in water where the draft of the vessel provides less than a four-footclearance from the bottom All vessels will follow routes of deep water whenever possible

c Siltation or turbidity barriers shall be made of material in which manatees cannot become entangled shall be properly secured and shall be regularly monitored to avoid manatee entanglement or entrapment Barriers must not impede manatee movement

d All on-site project personnel are responsible for observing water-related activities for the presence of manatee(s) All in-water operations including vessels must be shutdown if a manatee(s) comes within 50 feet of the operation Activities will not resume until the manatee(s) has moved beyond the 50-foot radius of the project operation or until 30 minutes elapses if the manatee(s) has not reappeared within 50 feet of the operation Animals must not be herded away or harassed into leaving

e Any collision with or injury to a manatee shall be reported immediately to the Florida Fish and Wildlife Conservation Commission (FWC) Hotline at 1-888-404-3922 Collision andor injury should also be reported to the US Fish and Wildlife Service in Jacksonville (1-904-731-3336) for north Florida or Vero Beach (1-772-562-3909) for south Florida and to FWC at I mperiledSpeciesmyFWCcom

f Temporary signs concerning manatees shall be posted prior to and during all in-water project activities All signs are to be removed by the permittee upon completion of the project Temporary signs that have already been approved for this use by the FWC must be used One sign which reads Caution Boaters must be posted A second sign measuring at least 8 by 11 explaining the requirements for Idle SpeedNo Wake and the shut down of in-water operations must be posted in a location prominently visible to all personnel engaged in water-related activities These signs can be viewed at MyFWCcommanatee Questions concerning these signs can be sent to the email address listed above

I Iii

Ill I All project vessels

IDLE SPEE NO AK

When a manatee is within 50 feet of work all in-water activities must

UT

IIi i it r i jur trt t bull

ild I 1-888-404-FWCC(3922)

orcell

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT D

Biological Opinion

6

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT E

Statewide Programmatic Biological Opinion

7

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT F

Self-Certification Statement of Compliance

8

--------------------

---------------------------------------------------------

-----------------------------------------------------

----------------

----------------------------

SELF-CERTIFICATION STATEMENT OF COMPLIANCE

Permit Number NW-3 Application Number SAJ-1996-02789

Permittees Name amp Address (please print or type)

Telephone Number

Location of the Work

Date Work Started Date Work Completed ________________

Description of the Work (eg bank stabilization residential or commercial filling docks dredging etc)

Acreage or Square Feet of Impacts to Waters of the United States

Describe Mitigation completed (if applicable)

Describe any Deviations from Permit (attach drawing(s) depicting the deviations)

I certify that all work and mitigation (if applicable) was done in accordance with the limitations and conditions as described in the permit Any deviations as described above are depicted on the attached drawing(s)

Signature of Permittee

Date

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT G

Permit Transfer Request

9

DEPARTMENT OF THE ARMY PERMIT TRANSFER REQUEST

PERMIT NUMBER SAJ-1996-02789

When the structures or work authorized by this permit are still in existence at the time the property is transferred the terms and conditions of this permit will continue to be binding on the new owner(s) of the property Although the construction period for works authorized by Department of the Army permits is finite the permit itself with its limitations does not expire

To validate the transfer of this permit and the associated responsibilities associated with compliance with its terms and conditions have the transferee sign and date below and mail to the US Army Corps of Engineers Enforcement Section Post Office Box 4970 Jacksonville FL 32232shy0019

(TRANSFEREE-SIGNATURE) (SUBDIVISION)

(DATE) (LOT) (BLOCK)

(STREET ADDRESS) (NAME-PRINTED)

(MAILING ADDRESS)

(CITY STATE ZIP CODE)

Page 30: JACKSONVILLE DISTRICT CORPS OF ENGINEERS …...FORT MYERS, FL 33919 REPLY TO ATTENTION OF Regulatory Division FEB 2 8 2013 South Permits Branch/Fort Myers Section SAJ-1996-02789 (NWP-WDD)

199602789(JP-CC) MODIFICATION 1 FEB 26 1999 SHEET 13 OF 21

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bull160 160 UAIKI MlllJM( (PB1)

CLAM BAY RESTORATION

middot CUT4 CROSS-SECTIONSHMFOR PEUCAH BAT SDMCES DJSTRICf

DATE 10118 SCALpound1 AS SHOWNt_llriRCIIIIflllnlaquoITCit~middot-~ MIU2 1410CNI) --n PROJECT NO 8-0U SHEeT t 4 OF 21

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 14 OF 21

shy -~CDIIE-CI cowasnE bull nua

rnTMCt hall Ulllll (IIEJ]

EIISTNICI rami PIIIJJC (PUQ

IJIItUCI F1ICII IIUIUME (lUrJ

1 IIITMCE ntclf IASI1liC cnrrJ

HM CLAM BAY

bull RESTORATION CUT 4 CROSS--SECTIONS bull lc BEACH DISPOSAL SECTIONS

- FORt PEUCAH BAT 5EHVICES DISTRICT

~middot ~ r~~~~~m u (WI) ~

DATE 1201SIB SCAlpound1 AS 5HOWH

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 15 OF 21

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT C

Standard Manatee Conditions for In-Water Work

5

STANDARD MANATEE CONDITIONS FOR IN-WATER WORK 2011

The permittee shall comply with the following conditions intended to protect manatees from direct project effects

a All personnel associated with the project shall be instructed about the presence of manatees and manatee speed zones and the need to avoid collisions with and injury to manatees The permittee shall advise all construction personnel that there are civil and criminal penalties for harming harassing or killing manatees which are protected under the Marine Mammal Protection Act the Endangered Species Act and the Florida Manatee Sanctuary Act

b All vessels associated with the construction project shall operate at Idle SpeedNo Wake at all times while in the immediate area and while in water where the draft of the vessel provides less than a four-footclearance from the bottom All vessels will follow routes of deep water whenever possible

c Siltation or turbidity barriers shall be made of material in which manatees cannot become entangled shall be properly secured and shall be regularly monitored to avoid manatee entanglement or entrapment Barriers must not impede manatee movement

d All on-site project personnel are responsible for observing water-related activities for the presence of manatee(s) All in-water operations including vessels must be shutdown if a manatee(s) comes within 50 feet of the operation Activities will not resume until the manatee(s) has moved beyond the 50-foot radius of the project operation or until 30 minutes elapses if the manatee(s) has not reappeared within 50 feet of the operation Animals must not be herded away or harassed into leaving

e Any collision with or injury to a manatee shall be reported immediately to the Florida Fish and Wildlife Conservation Commission (FWC) Hotline at 1-888-404-3922 Collision andor injury should also be reported to the US Fish and Wildlife Service in Jacksonville (1-904-731-3336) for north Florida or Vero Beach (1-772-562-3909) for south Florida and to FWC at I mperiledSpeciesmyFWCcom

f Temporary signs concerning manatees shall be posted prior to and during all in-water project activities All signs are to be removed by the permittee upon completion of the project Temporary signs that have already been approved for this use by the FWC must be used One sign which reads Caution Boaters must be posted A second sign measuring at least 8 by 11 explaining the requirements for Idle SpeedNo Wake and the shut down of in-water operations must be posted in a location prominently visible to all personnel engaged in water-related activities These signs can be viewed at MyFWCcommanatee Questions concerning these signs can be sent to the email address listed above

I Iii

Ill I All project vessels

IDLE SPEE NO AK

When a manatee is within 50 feet of work all in-water activities must

UT

IIi i it r i jur trt t bull

ild I 1-888-404-FWCC(3922)

orcell

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT D

Biological Opinion

6

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT E

Statewide Programmatic Biological Opinion

7

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT F

Self-Certification Statement of Compliance

8

--------------------

---------------------------------------------------------

-----------------------------------------------------

----------------

----------------------------

SELF-CERTIFICATION STATEMENT OF COMPLIANCE

Permit Number NW-3 Application Number SAJ-1996-02789

Permittees Name amp Address (please print or type)

Telephone Number

Location of the Work

Date Work Started Date Work Completed ________________

Description of the Work (eg bank stabilization residential or commercial filling docks dredging etc)

Acreage or Square Feet of Impacts to Waters of the United States

Describe Mitigation completed (if applicable)

Describe any Deviations from Permit (attach drawing(s) depicting the deviations)

I certify that all work and mitigation (if applicable) was done in accordance with the limitations and conditions as described in the permit Any deviations as described above are depicted on the attached drawing(s)

Signature of Permittee

Date

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT G

Permit Transfer Request

9

DEPARTMENT OF THE ARMY PERMIT TRANSFER REQUEST

PERMIT NUMBER SAJ-1996-02789

When the structures or work authorized by this permit are still in existence at the time the property is transferred the terms and conditions of this permit will continue to be binding on the new owner(s) of the property Although the construction period for works authorized by Department of the Army permits is finite the permit itself with its limitations does not expire

To validate the transfer of this permit and the associated responsibilities associated with compliance with its terms and conditions have the transferee sign and date below and mail to the US Army Corps of Engineers Enforcement Section Post Office Box 4970 Jacksonville FL 32232shy0019

(TRANSFEREE-SIGNATURE) (SUBDIVISION)

(DATE) (LOT) (BLOCK)

(STREET ADDRESS) (NAME-PRINTED)

(MAILING ADDRESS)

(CITY STATE ZIP CODE)

Page 31: JACKSONVILLE DISTRICT CORPS OF ENGINEERS …...FORT MYERS, FL 33919 REPLY TO ATTENTION OF Regulatory Division FEB 2 8 2013 South Permits Branch/Fort Myers Section SAJ-1996-02789 (NWP-WDD)

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I

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I

CISITAICil_liimMmul

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IIel ~ 1 tbulll------~~==~middot------~1

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~-~(rm)

aT CCIamp-U1 ~-Snclbull IUS

I shyt i

war

bull160 160 UAIKI MlllJM( (PB1)

CLAM BAY RESTORATION

middot CUT4 CROSS-SECTIONSHMFOR PEUCAH BAT SDMCES DJSTRICf

DATE 10118 SCALpound1 AS SHOWNt_llriRCIIIIflllnlaquoITCit~middot-~ MIU2 1410CNI) --n PROJECT NO 8-0U SHEeT t 4 OF 21

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 14 OF 21

shy -~CDIIE-CI cowasnE bull nua

rnTMCt hall Ulllll (IIEJ]

EIISTNICI rami PIIIJJC (PUQ

IJIItUCI F1ICII IIUIUME (lUrJ

1 IIITMCE ntclf IASI1liC cnrrJ

HM CLAM BAY

bull RESTORATION CUT 4 CROSS--SECTIONS bull lc BEACH DISPOSAL SECTIONS

- FORt PEUCAH BAT 5EHVICES DISTRICT

~middot ~ r~~~~~m u (WI) ~

DATE 1201SIB SCAlpound1 AS 5HOWH

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 15 OF 21

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT C

Standard Manatee Conditions for In-Water Work

5

STANDARD MANATEE CONDITIONS FOR IN-WATER WORK 2011

The permittee shall comply with the following conditions intended to protect manatees from direct project effects

a All personnel associated with the project shall be instructed about the presence of manatees and manatee speed zones and the need to avoid collisions with and injury to manatees The permittee shall advise all construction personnel that there are civil and criminal penalties for harming harassing or killing manatees which are protected under the Marine Mammal Protection Act the Endangered Species Act and the Florida Manatee Sanctuary Act

b All vessels associated with the construction project shall operate at Idle SpeedNo Wake at all times while in the immediate area and while in water where the draft of the vessel provides less than a four-footclearance from the bottom All vessels will follow routes of deep water whenever possible

c Siltation or turbidity barriers shall be made of material in which manatees cannot become entangled shall be properly secured and shall be regularly monitored to avoid manatee entanglement or entrapment Barriers must not impede manatee movement

d All on-site project personnel are responsible for observing water-related activities for the presence of manatee(s) All in-water operations including vessels must be shutdown if a manatee(s) comes within 50 feet of the operation Activities will not resume until the manatee(s) has moved beyond the 50-foot radius of the project operation or until 30 minutes elapses if the manatee(s) has not reappeared within 50 feet of the operation Animals must not be herded away or harassed into leaving

e Any collision with or injury to a manatee shall be reported immediately to the Florida Fish and Wildlife Conservation Commission (FWC) Hotline at 1-888-404-3922 Collision andor injury should also be reported to the US Fish and Wildlife Service in Jacksonville (1-904-731-3336) for north Florida or Vero Beach (1-772-562-3909) for south Florida and to FWC at I mperiledSpeciesmyFWCcom

f Temporary signs concerning manatees shall be posted prior to and during all in-water project activities All signs are to be removed by the permittee upon completion of the project Temporary signs that have already been approved for this use by the FWC must be used One sign which reads Caution Boaters must be posted A second sign measuring at least 8 by 11 explaining the requirements for Idle SpeedNo Wake and the shut down of in-water operations must be posted in a location prominently visible to all personnel engaged in water-related activities These signs can be viewed at MyFWCcommanatee Questions concerning these signs can be sent to the email address listed above

I Iii

Ill I All project vessels

IDLE SPEE NO AK

When a manatee is within 50 feet of work all in-water activities must

UT

IIi i it r i jur trt t bull

ild I 1-888-404-FWCC(3922)

orcell

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT D

Biological Opinion

6

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT E

Statewide Programmatic Biological Opinion

7

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT F

Self-Certification Statement of Compliance

8

--------------------

---------------------------------------------------------

-----------------------------------------------------

----------------

----------------------------

SELF-CERTIFICATION STATEMENT OF COMPLIANCE

Permit Number NW-3 Application Number SAJ-1996-02789

Permittees Name amp Address (please print or type)

Telephone Number

Location of the Work

Date Work Started Date Work Completed ________________

Description of the Work (eg bank stabilization residential or commercial filling docks dredging etc)

Acreage or Square Feet of Impacts to Waters of the United States

Describe Mitigation completed (if applicable)

Describe any Deviations from Permit (attach drawing(s) depicting the deviations)

I certify that all work and mitigation (if applicable) was done in accordance with the limitations and conditions as described in the permit Any deviations as described above are depicted on the attached drawing(s)

Signature of Permittee

Date

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT G

Permit Transfer Request

9

DEPARTMENT OF THE ARMY PERMIT TRANSFER REQUEST

PERMIT NUMBER SAJ-1996-02789

When the structures or work authorized by this permit are still in existence at the time the property is transferred the terms and conditions of this permit will continue to be binding on the new owner(s) of the property Although the construction period for works authorized by Department of the Army permits is finite the permit itself with its limitations does not expire

To validate the transfer of this permit and the associated responsibilities associated with compliance with its terms and conditions have the transferee sign and date below and mail to the US Army Corps of Engineers Enforcement Section Post Office Box 4970 Jacksonville FL 32232shy0019

(TRANSFEREE-SIGNATURE) (SUBDIVISION)

(DATE) (LOT) (BLOCK)

(STREET ADDRESS) (NAME-PRINTED)

(MAILING ADDRESS)

(CITY STATE ZIP CODE)

Page 32: JACKSONVILLE DISTRICT CORPS OF ENGINEERS …...FORT MYERS, FL 33919 REPLY TO ATTENTION OF Regulatory Division FEB 2 8 2013 South Permits Branch/Fort Myers Section SAJ-1996-02789 (NWP-WDD)

shy -~CDIIE-CI cowasnE bull nua

rnTMCt hall Ulllll (IIEJ]

EIISTNICI rami PIIIJJC (PUQ

IJIItUCI F1ICII IIUIUME (lUrJ

1 IIITMCE ntclf IASI1liC cnrrJ

HM CLAM BAY

bull RESTORATION CUT 4 CROSS--SECTIONS bull lc BEACH DISPOSAL SECTIONS

- FORt PEUCAH BAT 5EHVICES DISTRICT

~middot ~ r~~~~~m u (WI) ~

DATE 1201SIB SCAlpound1 AS 5HOWH

199602789(1P-CC) MODIFICATION 1 FEB 26 1999 SHEET 15 OF 21

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT C

Standard Manatee Conditions for In-Water Work

5

STANDARD MANATEE CONDITIONS FOR IN-WATER WORK 2011

The permittee shall comply with the following conditions intended to protect manatees from direct project effects

a All personnel associated with the project shall be instructed about the presence of manatees and manatee speed zones and the need to avoid collisions with and injury to manatees The permittee shall advise all construction personnel that there are civil and criminal penalties for harming harassing or killing manatees which are protected under the Marine Mammal Protection Act the Endangered Species Act and the Florida Manatee Sanctuary Act

b All vessels associated with the construction project shall operate at Idle SpeedNo Wake at all times while in the immediate area and while in water where the draft of the vessel provides less than a four-footclearance from the bottom All vessels will follow routes of deep water whenever possible

c Siltation or turbidity barriers shall be made of material in which manatees cannot become entangled shall be properly secured and shall be regularly monitored to avoid manatee entanglement or entrapment Barriers must not impede manatee movement

d All on-site project personnel are responsible for observing water-related activities for the presence of manatee(s) All in-water operations including vessels must be shutdown if a manatee(s) comes within 50 feet of the operation Activities will not resume until the manatee(s) has moved beyond the 50-foot radius of the project operation or until 30 minutes elapses if the manatee(s) has not reappeared within 50 feet of the operation Animals must not be herded away or harassed into leaving

e Any collision with or injury to a manatee shall be reported immediately to the Florida Fish and Wildlife Conservation Commission (FWC) Hotline at 1-888-404-3922 Collision andor injury should also be reported to the US Fish and Wildlife Service in Jacksonville (1-904-731-3336) for north Florida or Vero Beach (1-772-562-3909) for south Florida and to FWC at I mperiledSpeciesmyFWCcom

f Temporary signs concerning manatees shall be posted prior to and during all in-water project activities All signs are to be removed by the permittee upon completion of the project Temporary signs that have already been approved for this use by the FWC must be used One sign which reads Caution Boaters must be posted A second sign measuring at least 8 by 11 explaining the requirements for Idle SpeedNo Wake and the shut down of in-water operations must be posted in a location prominently visible to all personnel engaged in water-related activities These signs can be viewed at MyFWCcommanatee Questions concerning these signs can be sent to the email address listed above

I Iii

Ill I All project vessels

IDLE SPEE NO AK

When a manatee is within 50 feet of work all in-water activities must

UT

IIi i it r i jur trt t bull

ild I 1-888-404-FWCC(3922)

orcell

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT D

Biological Opinion

6

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT E

Statewide Programmatic Biological Opinion

7

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT F

Self-Certification Statement of Compliance

8

--------------------

---------------------------------------------------------

-----------------------------------------------------

----------------

----------------------------

SELF-CERTIFICATION STATEMENT OF COMPLIANCE

Permit Number NW-3 Application Number SAJ-1996-02789

Permittees Name amp Address (please print or type)

Telephone Number

Location of the Work

Date Work Started Date Work Completed ________________

Description of the Work (eg bank stabilization residential or commercial filling docks dredging etc)

Acreage or Square Feet of Impacts to Waters of the United States

Describe Mitigation completed (if applicable)

Describe any Deviations from Permit (attach drawing(s) depicting the deviations)

I certify that all work and mitigation (if applicable) was done in accordance with the limitations and conditions as described in the permit Any deviations as described above are depicted on the attached drawing(s)

Signature of Permittee

Date

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT G

Permit Transfer Request

9

DEPARTMENT OF THE ARMY PERMIT TRANSFER REQUEST

PERMIT NUMBER SAJ-1996-02789

When the structures or work authorized by this permit are still in existence at the time the property is transferred the terms and conditions of this permit will continue to be binding on the new owner(s) of the property Although the construction period for works authorized by Department of the Army permits is finite the permit itself with its limitations does not expire

To validate the transfer of this permit and the associated responsibilities associated with compliance with its terms and conditions have the transferee sign and date below and mail to the US Army Corps of Engineers Enforcement Section Post Office Box 4970 Jacksonville FL 32232shy0019

(TRANSFEREE-SIGNATURE) (SUBDIVISION)

(DATE) (LOT) (BLOCK)

(STREET ADDRESS) (NAME-PRINTED)

(MAILING ADDRESS)

(CITY STATE ZIP CODE)

Page 33: JACKSONVILLE DISTRICT CORPS OF ENGINEERS …...FORT MYERS, FL 33919 REPLY TO ATTENTION OF Regulatory Division FEB 2 8 2013 South Permits Branch/Fort Myers Section SAJ-1996-02789 (NWP-WDD)

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT C

Standard Manatee Conditions for In-Water Work

5

STANDARD MANATEE CONDITIONS FOR IN-WATER WORK 2011

The permittee shall comply with the following conditions intended to protect manatees from direct project effects

a All personnel associated with the project shall be instructed about the presence of manatees and manatee speed zones and the need to avoid collisions with and injury to manatees The permittee shall advise all construction personnel that there are civil and criminal penalties for harming harassing or killing manatees which are protected under the Marine Mammal Protection Act the Endangered Species Act and the Florida Manatee Sanctuary Act

b All vessels associated with the construction project shall operate at Idle SpeedNo Wake at all times while in the immediate area and while in water where the draft of the vessel provides less than a four-footclearance from the bottom All vessels will follow routes of deep water whenever possible

c Siltation or turbidity barriers shall be made of material in which manatees cannot become entangled shall be properly secured and shall be regularly monitored to avoid manatee entanglement or entrapment Barriers must not impede manatee movement

d All on-site project personnel are responsible for observing water-related activities for the presence of manatee(s) All in-water operations including vessels must be shutdown if a manatee(s) comes within 50 feet of the operation Activities will not resume until the manatee(s) has moved beyond the 50-foot radius of the project operation or until 30 minutes elapses if the manatee(s) has not reappeared within 50 feet of the operation Animals must not be herded away or harassed into leaving

e Any collision with or injury to a manatee shall be reported immediately to the Florida Fish and Wildlife Conservation Commission (FWC) Hotline at 1-888-404-3922 Collision andor injury should also be reported to the US Fish and Wildlife Service in Jacksonville (1-904-731-3336) for north Florida or Vero Beach (1-772-562-3909) for south Florida and to FWC at I mperiledSpeciesmyFWCcom

f Temporary signs concerning manatees shall be posted prior to and during all in-water project activities All signs are to be removed by the permittee upon completion of the project Temporary signs that have already been approved for this use by the FWC must be used One sign which reads Caution Boaters must be posted A second sign measuring at least 8 by 11 explaining the requirements for Idle SpeedNo Wake and the shut down of in-water operations must be posted in a location prominently visible to all personnel engaged in water-related activities These signs can be viewed at MyFWCcommanatee Questions concerning these signs can be sent to the email address listed above

I Iii

Ill I All project vessels

IDLE SPEE NO AK

When a manatee is within 50 feet of work all in-water activities must

UT

IIi i it r i jur trt t bull

ild I 1-888-404-FWCC(3922)

orcell

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT D

Biological Opinion

6

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT E

Statewide Programmatic Biological Opinion

7

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT F

Self-Certification Statement of Compliance

8

--------------------

---------------------------------------------------------

-----------------------------------------------------

----------------

----------------------------

SELF-CERTIFICATION STATEMENT OF COMPLIANCE

Permit Number NW-3 Application Number SAJ-1996-02789

Permittees Name amp Address (please print or type)

Telephone Number

Location of the Work

Date Work Started Date Work Completed ________________

Description of the Work (eg bank stabilization residential or commercial filling docks dredging etc)

Acreage or Square Feet of Impacts to Waters of the United States

Describe Mitigation completed (if applicable)

Describe any Deviations from Permit (attach drawing(s) depicting the deviations)

I certify that all work and mitigation (if applicable) was done in accordance with the limitations and conditions as described in the permit Any deviations as described above are depicted on the attached drawing(s)

Signature of Permittee

Date

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT G

Permit Transfer Request

9

DEPARTMENT OF THE ARMY PERMIT TRANSFER REQUEST

PERMIT NUMBER SAJ-1996-02789

When the structures or work authorized by this permit are still in existence at the time the property is transferred the terms and conditions of this permit will continue to be binding on the new owner(s) of the property Although the construction period for works authorized by Department of the Army permits is finite the permit itself with its limitations does not expire

To validate the transfer of this permit and the associated responsibilities associated with compliance with its terms and conditions have the transferee sign and date below and mail to the US Army Corps of Engineers Enforcement Section Post Office Box 4970 Jacksonville FL 32232shy0019

(TRANSFEREE-SIGNATURE) (SUBDIVISION)

(DATE) (LOT) (BLOCK)

(STREET ADDRESS) (NAME-PRINTED)

(MAILING ADDRESS)

(CITY STATE ZIP CODE)

Page 34: JACKSONVILLE DISTRICT CORPS OF ENGINEERS …...FORT MYERS, FL 33919 REPLY TO ATTENTION OF Regulatory Division FEB 2 8 2013 South Permits Branch/Fort Myers Section SAJ-1996-02789 (NWP-WDD)

STANDARD MANATEE CONDITIONS FOR IN-WATER WORK 2011

The permittee shall comply with the following conditions intended to protect manatees from direct project effects

a All personnel associated with the project shall be instructed about the presence of manatees and manatee speed zones and the need to avoid collisions with and injury to manatees The permittee shall advise all construction personnel that there are civil and criminal penalties for harming harassing or killing manatees which are protected under the Marine Mammal Protection Act the Endangered Species Act and the Florida Manatee Sanctuary Act

b All vessels associated with the construction project shall operate at Idle SpeedNo Wake at all times while in the immediate area and while in water where the draft of the vessel provides less than a four-footclearance from the bottom All vessels will follow routes of deep water whenever possible

c Siltation or turbidity barriers shall be made of material in which manatees cannot become entangled shall be properly secured and shall be regularly monitored to avoid manatee entanglement or entrapment Barriers must not impede manatee movement

d All on-site project personnel are responsible for observing water-related activities for the presence of manatee(s) All in-water operations including vessels must be shutdown if a manatee(s) comes within 50 feet of the operation Activities will not resume until the manatee(s) has moved beyond the 50-foot radius of the project operation or until 30 minutes elapses if the manatee(s) has not reappeared within 50 feet of the operation Animals must not be herded away or harassed into leaving

e Any collision with or injury to a manatee shall be reported immediately to the Florida Fish and Wildlife Conservation Commission (FWC) Hotline at 1-888-404-3922 Collision andor injury should also be reported to the US Fish and Wildlife Service in Jacksonville (1-904-731-3336) for north Florida or Vero Beach (1-772-562-3909) for south Florida and to FWC at I mperiledSpeciesmyFWCcom

f Temporary signs concerning manatees shall be posted prior to and during all in-water project activities All signs are to be removed by the permittee upon completion of the project Temporary signs that have already been approved for this use by the FWC must be used One sign which reads Caution Boaters must be posted A second sign measuring at least 8 by 11 explaining the requirements for Idle SpeedNo Wake and the shut down of in-water operations must be posted in a location prominently visible to all personnel engaged in water-related activities These signs can be viewed at MyFWCcommanatee Questions concerning these signs can be sent to the email address listed above

I Iii

Ill I All project vessels

IDLE SPEE NO AK

When a manatee is within 50 feet of work all in-water activities must

UT

IIi i it r i jur trt t bull

ild I 1-888-404-FWCC(3922)

orcell

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT D

Biological Opinion

6

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT E

Statewide Programmatic Biological Opinion

7

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT F

Self-Certification Statement of Compliance

8

--------------------

---------------------------------------------------------

-----------------------------------------------------

----------------

----------------------------

SELF-CERTIFICATION STATEMENT OF COMPLIANCE

Permit Number NW-3 Application Number SAJ-1996-02789

Permittees Name amp Address (please print or type)

Telephone Number

Location of the Work

Date Work Started Date Work Completed ________________

Description of the Work (eg bank stabilization residential or commercial filling docks dredging etc)

Acreage or Square Feet of Impacts to Waters of the United States

Describe Mitigation completed (if applicable)

Describe any Deviations from Permit (attach drawing(s) depicting the deviations)

I certify that all work and mitigation (if applicable) was done in accordance with the limitations and conditions as described in the permit Any deviations as described above are depicted on the attached drawing(s)

Signature of Permittee

Date

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT G

Permit Transfer Request

9

DEPARTMENT OF THE ARMY PERMIT TRANSFER REQUEST

PERMIT NUMBER SAJ-1996-02789

When the structures or work authorized by this permit are still in existence at the time the property is transferred the terms and conditions of this permit will continue to be binding on the new owner(s) of the property Although the construction period for works authorized by Department of the Army permits is finite the permit itself with its limitations does not expire

To validate the transfer of this permit and the associated responsibilities associated with compliance with its terms and conditions have the transferee sign and date below and mail to the US Army Corps of Engineers Enforcement Section Post Office Box 4970 Jacksonville FL 32232shy0019

(TRANSFEREE-SIGNATURE) (SUBDIVISION)

(DATE) (LOT) (BLOCK)

(STREET ADDRESS) (NAME-PRINTED)

(MAILING ADDRESS)

(CITY STATE ZIP CODE)

Page 35: JACKSONVILLE DISTRICT CORPS OF ENGINEERS …...FORT MYERS, FL 33919 REPLY TO ATTENTION OF Regulatory Division FEB 2 8 2013 South Permits Branch/Fort Myers Section SAJ-1996-02789 (NWP-WDD)

I Iii

Ill I All project vessels

IDLE SPEE NO AK

When a manatee is within 50 feet of work all in-water activities must

UT

IIi i it r i jur trt t bull

ild I 1-888-404-FWCC(3922)

orcell

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT D

Biological Opinion

6

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT E

Statewide Programmatic Biological Opinion

7

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT F

Self-Certification Statement of Compliance

8

--------------------

---------------------------------------------------------

-----------------------------------------------------

----------------

----------------------------

SELF-CERTIFICATION STATEMENT OF COMPLIANCE

Permit Number NW-3 Application Number SAJ-1996-02789

Permittees Name amp Address (please print or type)

Telephone Number

Location of the Work

Date Work Started Date Work Completed ________________

Description of the Work (eg bank stabilization residential or commercial filling docks dredging etc)

Acreage or Square Feet of Impacts to Waters of the United States

Describe Mitigation completed (if applicable)

Describe any Deviations from Permit (attach drawing(s) depicting the deviations)

I certify that all work and mitigation (if applicable) was done in accordance with the limitations and conditions as described in the permit Any deviations as described above are depicted on the attached drawing(s)

Signature of Permittee

Date

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT G

Permit Transfer Request

9

DEPARTMENT OF THE ARMY PERMIT TRANSFER REQUEST

PERMIT NUMBER SAJ-1996-02789

When the structures or work authorized by this permit are still in existence at the time the property is transferred the terms and conditions of this permit will continue to be binding on the new owner(s) of the property Although the construction period for works authorized by Department of the Army permits is finite the permit itself with its limitations does not expire

To validate the transfer of this permit and the associated responsibilities associated with compliance with its terms and conditions have the transferee sign and date below and mail to the US Army Corps of Engineers Enforcement Section Post Office Box 4970 Jacksonville FL 32232shy0019

(TRANSFEREE-SIGNATURE) (SUBDIVISION)

(DATE) (LOT) (BLOCK)

(STREET ADDRESS) (NAME-PRINTED)

(MAILING ADDRESS)

(CITY STATE ZIP CODE)

Page 36: JACKSONVILLE DISTRICT CORPS OF ENGINEERS …...FORT MYERS, FL 33919 REPLY TO ATTENTION OF Regulatory Division FEB 2 8 2013 South Permits Branch/Fort Myers Section SAJ-1996-02789 (NWP-WDD)

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT D

Biological Opinion

6

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT E

Statewide Programmatic Biological Opinion

7

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT F

Self-Certification Statement of Compliance

8

--------------------

---------------------------------------------------------

-----------------------------------------------------

----------------

----------------------------

SELF-CERTIFICATION STATEMENT OF COMPLIANCE

Permit Number NW-3 Application Number SAJ-1996-02789

Permittees Name amp Address (please print or type)

Telephone Number

Location of the Work

Date Work Started Date Work Completed ________________

Description of the Work (eg bank stabilization residential or commercial filling docks dredging etc)

Acreage or Square Feet of Impacts to Waters of the United States

Describe Mitigation completed (if applicable)

Describe any Deviations from Permit (attach drawing(s) depicting the deviations)

I certify that all work and mitigation (if applicable) was done in accordance with the limitations and conditions as described in the permit Any deviations as described above are depicted on the attached drawing(s)

Signature of Permittee

Date

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT G

Permit Transfer Request

9

DEPARTMENT OF THE ARMY PERMIT TRANSFER REQUEST

PERMIT NUMBER SAJ-1996-02789

When the structures or work authorized by this permit are still in existence at the time the property is transferred the terms and conditions of this permit will continue to be binding on the new owner(s) of the property Although the construction period for works authorized by Department of the Army permits is finite the permit itself with its limitations does not expire

To validate the transfer of this permit and the associated responsibilities associated with compliance with its terms and conditions have the transferee sign and date below and mail to the US Army Corps of Engineers Enforcement Section Post Office Box 4970 Jacksonville FL 32232shy0019

(TRANSFEREE-SIGNATURE) (SUBDIVISION)

(DATE) (LOT) (BLOCK)

(STREET ADDRESS) (NAME-PRINTED)

(MAILING ADDRESS)

(CITY STATE ZIP CODE)

Page 37: JACKSONVILLE DISTRICT CORPS OF ENGINEERS …...FORT MYERS, FL 33919 REPLY TO ATTENTION OF Regulatory Division FEB 2 8 2013 South Permits Branch/Fort Myers Section SAJ-1996-02789 (NWP-WDD)

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT E

Statewide Programmatic Biological Opinion

7

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT F

Self-Certification Statement of Compliance

8

--------------------

---------------------------------------------------------

-----------------------------------------------------

----------------

----------------------------

SELF-CERTIFICATION STATEMENT OF COMPLIANCE

Permit Number NW-3 Application Number SAJ-1996-02789

Permittees Name amp Address (please print or type)

Telephone Number

Location of the Work

Date Work Started Date Work Completed ________________

Description of the Work (eg bank stabilization residential or commercial filling docks dredging etc)

Acreage or Square Feet of Impacts to Waters of the United States

Describe Mitigation completed (if applicable)

Describe any Deviations from Permit (attach drawing(s) depicting the deviations)

I certify that all work and mitigation (if applicable) was done in accordance with the limitations and conditions as described in the permit Any deviations as described above are depicted on the attached drawing(s)

Signature of Permittee

Date

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT G

Permit Transfer Request

9

DEPARTMENT OF THE ARMY PERMIT TRANSFER REQUEST

PERMIT NUMBER SAJ-1996-02789

When the structures or work authorized by this permit are still in existence at the time the property is transferred the terms and conditions of this permit will continue to be binding on the new owner(s) of the property Although the construction period for works authorized by Department of the Army permits is finite the permit itself with its limitations does not expire

To validate the transfer of this permit and the associated responsibilities associated with compliance with its terms and conditions have the transferee sign and date below and mail to the US Army Corps of Engineers Enforcement Section Post Office Box 4970 Jacksonville FL 32232shy0019

(TRANSFEREE-SIGNATURE) (SUBDIVISION)

(DATE) (LOT) (BLOCK)

(STREET ADDRESS) (NAME-PRINTED)

(MAILING ADDRESS)

(CITY STATE ZIP CODE)

Page 38: JACKSONVILLE DISTRICT CORPS OF ENGINEERS …...FORT MYERS, FL 33919 REPLY TO ATTENTION OF Regulatory Division FEB 2 8 2013 South Permits Branch/Fort Myers Section SAJ-1996-02789 (NWP-WDD)

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT F

Self-Certification Statement of Compliance

8

--------------------

---------------------------------------------------------

-----------------------------------------------------

----------------

----------------------------

SELF-CERTIFICATION STATEMENT OF COMPLIANCE

Permit Number NW-3 Application Number SAJ-1996-02789

Permittees Name amp Address (please print or type)

Telephone Number

Location of the Work

Date Work Started Date Work Completed ________________

Description of the Work (eg bank stabilization residential or commercial filling docks dredging etc)

Acreage or Square Feet of Impacts to Waters of the United States

Describe Mitigation completed (if applicable)

Describe any Deviations from Permit (attach drawing(s) depicting the deviations)

I certify that all work and mitigation (if applicable) was done in accordance with the limitations and conditions as described in the permit Any deviations as described above are depicted on the attached drawing(s)

Signature of Permittee

Date

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT G

Permit Transfer Request

9

DEPARTMENT OF THE ARMY PERMIT TRANSFER REQUEST

PERMIT NUMBER SAJ-1996-02789

When the structures or work authorized by this permit are still in existence at the time the property is transferred the terms and conditions of this permit will continue to be binding on the new owner(s) of the property Although the construction period for works authorized by Department of the Army permits is finite the permit itself with its limitations does not expire

To validate the transfer of this permit and the associated responsibilities associated with compliance with its terms and conditions have the transferee sign and date below and mail to the US Army Corps of Engineers Enforcement Section Post Office Box 4970 Jacksonville FL 32232shy0019

(TRANSFEREE-SIGNATURE) (SUBDIVISION)

(DATE) (LOT) (BLOCK)

(STREET ADDRESS) (NAME-PRINTED)

(MAILING ADDRESS)

(CITY STATE ZIP CODE)

Page 39: JACKSONVILLE DISTRICT CORPS OF ENGINEERS …...FORT MYERS, FL 33919 REPLY TO ATTENTION OF Regulatory Division FEB 2 8 2013 South Permits Branch/Fort Myers Section SAJ-1996-02789 (NWP-WDD)

--------------------

---------------------------------------------------------

-----------------------------------------------------

----------------

----------------------------

SELF-CERTIFICATION STATEMENT OF COMPLIANCE

Permit Number NW-3 Application Number SAJ-1996-02789

Permittees Name amp Address (please print or type)

Telephone Number

Location of the Work

Date Work Started Date Work Completed ________________

Description of the Work (eg bank stabilization residential or commercial filling docks dredging etc)

Acreage or Square Feet of Impacts to Waters of the United States

Describe Mitigation completed (if applicable)

Describe any Deviations from Permit (attach drawing(s) depicting the deviations)

I certify that all work and mitigation (if applicable) was done in accordance with the limitations and conditions as described in the permit Any deviations as described above are depicted on the attached drawing(s)

Signature of Permittee

Date

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT G

Permit Transfer Request

9

DEPARTMENT OF THE ARMY PERMIT TRANSFER REQUEST

PERMIT NUMBER SAJ-1996-02789

When the structures or work authorized by this permit are still in existence at the time the property is transferred the terms and conditions of this permit will continue to be binding on the new owner(s) of the property Although the construction period for works authorized by Department of the Army permits is finite the permit itself with its limitations does not expire

To validate the transfer of this permit and the associated responsibilities associated with compliance with its terms and conditions have the transferee sign and date below and mail to the US Army Corps of Engineers Enforcement Section Post Office Box 4970 Jacksonville FL 32232shy0019

(TRANSFEREE-SIGNATURE) (SUBDIVISION)

(DATE) (LOT) (BLOCK)

(STREET ADDRESS) (NAME-PRINTED)

(MAILING ADDRESS)

(CITY STATE ZIP CODE)

Page 40: JACKSONVILLE DISTRICT CORPS OF ENGINEERS …...FORT MYERS, FL 33919 REPLY TO ATTENTION OF Regulatory Division FEB 2 8 2013 South Permits Branch/Fort Myers Section SAJ-1996-02789 (NWP-WDD)

SAJ-1996-02789 Clam Pass Maintenance Dredge

ATTACHMENT G

Permit Transfer Request

9

DEPARTMENT OF THE ARMY PERMIT TRANSFER REQUEST

PERMIT NUMBER SAJ-1996-02789

When the structures or work authorized by this permit are still in existence at the time the property is transferred the terms and conditions of this permit will continue to be binding on the new owner(s) of the property Although the construction period for works authorized by Department of the Army permits is finite the permit itself with its limitations does not expire

To validate the transfer of this permit and the associated responsibilities associated with compliance with its terms and conditions have the transferee sign and date below and mail to the US Army Corps of Engineers Enforcement Section Post Office Box 4970 Jacksonville FL 32232shy0019

(TRANSFEREE-SIGNATURE) (SUBDIVISION)

(DATE) (LOT) (BLOCK)

(STREET ADDRESS) (NAME-PRINTED)

(MAILING ADDRESS)

(CITY STATE ZIP CODE)

Page 41: JACKSONVILLE DISTRICT CORPS OF ENGINEERS …...FORT MYERS, FL 33919 REPLY TO ATTENTION OF Regulatory Division FEB 2 8 2013 South Permits Branch/Fort Myers Section SAJ-1996-02789 (NWP-WDD)

DEPARTMENT OF THE ARMY PERMIT TRANSFER REQUEST

PERMIT NUMBER SAJ-1996-02789

When the structures or work authorized by this permit are still in existence at the time the property is transferred the terms and conditions of this permit will continue to be binding on the new owner(s) of the property Although the construction period for works authorized by Department of the Army permits is finite the permit itself with its limitations does not expire

To validate the transfer of this permit and the associated responsibilities associated with compliance with its terms and conditions have the transferee sign and date below and mail to the US Army Corps of Engineers Enforcement Section Post Office Box 4970 Jacksonville FL 32232shy0019

(TRANSFEREE-SIGNATURE) (SUBDIVISION)

(DATE) (LOT) (BLOCK)

(STREET ADDRESS) (NAME-PRINTED)

(MAILING ADDRESS)

(CITY STATE ZIP CODE)