south florida water management district ......collier county, sec 12 twp 51s rge 26e see special...

SOUTH FLORIDA WATER MANAGEMENT DISTRICT ENVIRONMENTAL RESOURCE PERMIT NO. 11-03940-P

ATTN: DAVID TORRES7742 ALICO ROADFORT MYERS, FL 33912

TORRES FAMILY HOLDINGS L L C

This Environmental Resource Permit authorizes Construction and Operation of a stormwater management (SWM) system serving 6.17 acres of commercial development for a project known as Creative Commons.

COLLIER COUNTY, SEC 12 TWP 51S RGE 26E

See Special Condition No:1.

This is to notify you of the District's agency action for Permit Application No. 170412-10, dated April 12, 2017. This action is taken pursuant to the provisions of Chapter 373, Part IV, Florida Statues (F.S).

Based on the information provided, District rules have been adhered to and an Environmental Resource Permit is in effect for this project subject to:

1. Not receiving a filed request for a Chapter 120, Florida Statutes, administrative hearing.

2.

3.

4.

Should you object to these conditions, please refer to the attached "Notice of Rights" which addresses the procedures to be followed if you desire a public hearing or other review of the proposed agency action. Please contact this office if you have any questions concerning this matter. If we do not hear from you in accordance with the "Notice of Rights," we will assume that you concur with the District's action.

CERTIFICATE OF SERVICE

I HEREBY CERTIFY THAT this written notice has been mailed or electronically transmitted to the Permittee (and the persons listed in the attached distribution list) this 6th day of February, 2018, in accordance with Section 120.60(3), F.S. Notice was also electronically posted on this date through a link on the home page of the District's website (my.sfwmd.gov/ePermitting).

BY:______________________________Melissa M. Roberts, P.E.Regulatory AdministratorFt Myers Service Center

PERMITTEE:

PROJECT DESCRIPTION:

PERMIT DURATION:

PROJECT LOCATION:

DATE ISSUED:February 6, 2018

the attached 3 Exhibit(s)

the attached 18 General Conditions (See Pages : 2 - 4 of 7),

the attached 21 Special Conditions (See Pages : 5 - 7 of 7) and

of 7

GENERAL CONDITIONS

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8.

All activities shall be implemented following the plans, specifications and performance criteria approved by this permit. Any deviations must be authorized in a permit modification in accordance with Rule 62-330.315, Florida Administrative Code (F.A.C.). Any deviations that are not so authorized shall subject the permittee to enforcement action and revocation of the permit under Chapter 373, F.S.

A complete copy of this permit shall be kept at the work site of the permitted activity during the construction phase, and shall be available for review at the work site upon request by the Agency staff. The permittee shall require the contractor to review the complete permit prior to beginning construction.

Activities shall be conducted in a manner that does not cause or contribute to violations of state water quality standards. Performance-based erosion and sediment control best management practices shall be installed immediately prior to, and be maintained during and after construction as needed, to prevent adverse impacts to the water resources and adjacent lands. Such practices shall be in accordance with the"State of Florida Erosion and Sediment Control Designer and Reviewer Manual" (Florida Department of Environmental Protection and Florida Department of Transportation June 2007), and the "Florida Stormwater Erosion and Sedimentation Control Inspector's Manual" (Florida Department of Environmental Protection, Nonpoint Source Management Section, Tallahassee, Florida, July 2008), unless a project-specific erosion and sediment control plan is approved or other water quality control measures are required as part of the permit.

At least 48 hours prior to beginning the authorized activities, the permittee shall submit to the Agency a fully executed Form 62-330.350(1), "Construction Commencement Notice" indicating the expected start and completion dates. If available, an Agency website that fulfills this notification requirement may be usedin lieu of the form.

Unless the permit is transferred under Rule 62-330.340, F.A.C., or transferred to an operating entity underRule 62-330.310, F.A.C., the permittee is liable to comply with the plans, terms and conditions of the permit for the life of the project or activity.

Within 30 days after completing construction of the entire project, or any independent portion of the project, the permittee shall provide the following to the Agency, as applicable:a. For an individual, private single-family residential dwelling unit, duplex, triplex, or quadruplex- "Construction Completion and Inspection Certification for Activities Associated With a Private Single-Family Dwelling Unit"[Form 62-330.310(3)]; orb. For all other activities- "As-Built Certification and Request for Conversion to Operational Phase" [Form62-330.310(1)].c. If available, an Agency website that fulfills this certification requirement may be used in lieu of the form.

If the final operation and maintenance entity is a third party:a. Prior to sales of any lot or unit served by the activity and within one year of permit issuance, or within 30 days of as- built certification, whichever comes first, the permittee shall submit, as applicable, a copy ofthe operation and maintenance documents (see sections 12.3 thru 12.3.3 of Applicant's Handbook VolumeI) as filed with the Department of State, Division of Corporations and a copy of any easement, plat, or deedrestriction needed to operate or maintain the project, as recorded with the Clerk of the Court in the County in which the activity is located.b. Within 30 days of submittal of the as- built certification, the permittee shall submit "Request for Transfer of Environmental Resource Permit to the Perpetual Operation Entity" [Form 62-330.310(2)] to transfer the permit to the operation and maintenance entity, along with the documentation requested in theform. If available, an Agency website that fulfills this transfer requirement may be used in lieu of the form.

The permittee shall notify the Agency in writing of changes required by any other regulatory agency that

Application No.: 170412-10 of 7

GENERAL CONDITIONS

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require changes to the permitted activity, and any required modification of this permit must be obtained prior to implementing the changes.

This permit does not:a. Convey to the permittee any property rights or privileges, or any other rights or privileges other than those specified herein or in Chapter 62-330, F.A.C.;b. Convey to the permittee or create in the permittee any interest in real property;c. Relieve the permittee from the need to obtain and comply with any other required federal, state, and local authorization, law, rule, or ordinance; ord. Authorize any entrance upon or work on property that is not owned, held in easement, or controlled by the permittee.

Prior to conducting any activities on state-owned submerged lands or other lands of the state, title to which is vested in the Board of Trustees of the Internal Improvement Trust Fund, the permittee must receive all necessary approvals and authorizations under Chapters 253 and 258, F.S. Written authorization that requires formal execution by the Board of Trustees of the Internal Improvement Trust Fund shall not be considered received until it has been fully executed.

The permittee shall hold and save the Agency harmless from any and all damages, claims, or liabilities that may arise by reason of the construction, alteration, operation, maintenance, removal, abandonment oruse of any project authorized by the permit.

The permittee shall notify the Agency in writing:a. Immediately if any previously submitted information is discovered to be inaccurate; andb. Within 30 days of any conveyance or division of ownership or control of the property or the system, other than conveyance via a long-term lease, and the new owner shall request transfer of the permit in accordance with Rule 62-330.340, F.A.C. This does not apply to the sale of lots or units in residential or commercial subdivisions or condominiums where the stormwater management system has been completed and converted to the operation phase.

Upon reasonable notice to the permittee, Agency staff with proper identification shall have permission to enter, inspect, sample and test the project or activities to ensure conformity with the plans and specifications authorized in the permit.

If any prehistoric or historic artifacts, such as pottery or ceramics, stone tools or metal implements, dugout canoes, or any other physical remains that could be associated with Native American cultures, or early colonial or American settlement are encountered at any time within the project site area, work involving subsurface disturbance in the immediate vicinity of such discoveries shall cease. The permittee or other designee shall contact the Florida Department of State, Division of Historical Resources, Compliance and Review Section, at (850) 245-6333 or (800) 847-7278, as well as the appropriate permitting agency office. Such subsurface work shall not resume without verbal or written authorization from the Division of Historical Resources. If unmarked human remains are encountered, all work shall stop immediately and notification shall be provided in accordance with Section 872.05, F.S.

Any delineation of the extent of a wetland or other surface water submitted as part of the permit application, including plans or other supporting documentation, shall not be considered binding unless a specific condition of this permit or a formal determination under Rule 62-330.201, F.A.C., provides otherwise.

The permittee shall provide routine maintenance of all components of the stormwater management systemto remove trapped sediments and debris. Removed materials shall be disposed of in a landfill or other


GENERAL CONDITIONS

17.

18.

uplands in a manner that does not require a permit under Chapter 62-330, F.A.C., or cause violations of state water quality standards.

This permit is issued based on the applicant's submitted information that reasonably demonstrates that adverse water resource-related impacts will not be caused by the completed permit activity. If any adverseimpacts result, the Agency will require the permittee to eliminate the cause, obtain any necessary permit modification, and take any necessary corrective actions to resolve the adverse impacts.

A Recorded Notice of Environmental Resource Permit may be recorded in the county public records in accordance with Rule 62-330.090(7), F.A.C. Such notice is not an encumbrance upon the property.


SPECIAL CONDITIONS

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The construction phase of this permit shall expire on February 6, 2023.

Operation and maintenance of the stormwater management system shall be the responsibility of the permittee.

Discharge Facilities:

Basin: SITE - Control Structure CS-1 (Water Quality Control Structure)

1 - 3" dia. CIRCULAR ORIFICE with invert at elev. 3.50' NAVD 88. 34 LF of 24" dia. REINFORCED CONCRETE PIPE culvert. 1 - 3.1' W X 4.1' L Mod. FDOT Type 'D' drop inlet with crest at elev. 6.00' NAVD 88. Receiving body : PRESERVE Control elev : 3.50 feet NAVD 88.

Basin: PRESERVE - Control Structure CS-2 (Discharge Control Structure)

1 - 3" dia. CIRCULAR ORIFICE with invert at elev. 3.50' NAVD 88. 40 LF of 18" dia. REINFORCED CONCRETE PIPE culvert. 1 - 2.1' W X 3.1' L Mod. FDOT Type 'C' drop inlet with crest at elev. 7.25' NAVD 88. Receiving body : CREATIVE DR. ROADSIDE SWALES Control elev : 3.50 feet NAVD 88.

A stable, permanent and accessible elevation reference shall be established on or within one hundred (100) feet of all permitted discharge structures no later than the submission of the certification report. Thelocation of the elevation reference must be noted on or with the certification report.

Minimum building floor elevation: 8.00 feet NAVD 88.

Minimum road crown elevation: 7.25 feet NAVD 88.

Minimum parking lot elevation: 6.30 feet NAVD 88.

Prior to initiating construction activities associated with this Environmental Resource Permit (ERP), the permittee is required to hold a pre-construction meeting with field representatives, consultants, contractors, District Environmental Resource Compliance (ERC) staff, and any other local government entities as necessary.

The purpose of the pre-construction meeting is to discuss construction methods, sequencing, best management practices, identify work areas, staking and roping of preserves where applicable, and to facilitate coordination and assistance amongst relevant parties.

To schedule a pre-construction meeting, please contact ERC staff from the Fort Myers Service Center at (239) 338-2929 or via e-mail at: [email protected]. When sending a request for a pre-construction meeting, please include the application number, permit number, and contact name and phone number.

The permittee shall utilize the criteria contained in the Stormwater Pollution Prevention Plan (Exhibit 2.1) and on the applicable approved construction drawings for the duration of the project's construction activities.

The Urban Stormwater Management Plan shall be implemented in accordance with Exhibit 2.2.

The District reserves the right to require remedial measures to be taken by the permittee if monitoring or


SPECIAL CONDITIONS

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other information demonstrates that adverse impacts to on site or off site wetlands, upland conservation areas or buffers, or other surface waters have occurred due to project related activities.

A mitigation program for Creative Commons shall be implemented in accordance with Exhibit 3.2. The permittee shall purchase 0.6 freshwater UMAM credits from the Panther Island Mitigation Bank.

A maintenance program shall be implemented in accordance with Exhibit Nos. 3.4 and 3.5 for the 0.81 acres of preserved wetland and upland areas on a regular basis to ensure the integrity and viability of those areas as permitted. Maintenance shall be conducted in perpetuity to ensure that the conservation areas are maintained free from Category 1 and 2 exotic vegetation (as defined by the Florida Exotic Pest Plant Council) immediately following a maintenance activity. Maintenance in perpetuity shall also insure that conservation areas, including buffers, maintain the species and coverage of native, desirable vegetation specified in the permit. Coverage of exotic and nuisance plant species shall not exceed 5% of total cover between maintenance activities. In addition, the permittee shall manage the conservation areas such that exotic/nuisance plant species do not dominate any one section of those areas. Please note that the on-site preserve area is not being used as mitigation to offset the project's wetland functional loss.

Prior to the commencement of construction, the perimeter of protected on-site wetland preservation areasshall be staked/roped/fenced to prevent encroachment into the protected areas. Using Global Positioning System (GPS) technology, the perimeter of the preserve areas shall be identified for future reference. The data shall be differentially corrected and accurate to less than a meter (+/- one meter or better). Electronic copies of the GPS data shall be provided to the District's Environmental Resource Compliance staff. The permittee shall notify the District's Environmental Resource Compliance staff in writing upon completion of staking/roping/fencing and schedule an inspection of this work. The staking/roping/fencing shall be subject to District staff approval. The permittee shall modify the staking/roping/fencing if District staff determines that it is insufficient or is not in conformance with the intent of this permit. The staking/roping/fencing shall remain in place until all adjacent construction activities are complete.

Activities associated with the implementation of the mitigation, monitoring and maintenance plan(s) shall be completed in accordance with the work schedule attached as Exhibit No. 3.7. Any deviation from these time frames must be coordinated with the District's Environmental Resource Compliance staff, and may require a minor modification to this permit. Such requests must be made in writing and shall include (1) reason for the change, (2) proposed start/finish and/or completion dates; and (3) progress report on the status of the project development or mitigation effort.

Prior to March 6, 2018 and prior to the commencement of construction, whichever occurs first, the permittee shall submit the following via ePermitting or to the Environmental Compliance staff at the local District office: -One certified copy of the recorded conservation easement document including exhibits. -A CD or DVD containing the easement data in a digital ESRI Geodatabase (mdb), ESRI Shapefile (shp) or AutoCAD Drawing Interchange (dxf) file format using Florida State Plane coordinate system, East Zone (3601), Datum NAD83, HARN with the map units in feet. -A map depicting the Conservation Easement over the best available satellite or aerial imagery. -Form 1001 ERP REG: Title, Possession, and Lien Affidavit, fully executed by the owner and notarized. The recorded easement shall utilize the form attached as Exhibit No. 3.6. This Exhibit may not be modified. The easement must be free of mortgages, liens, easements or other encumbrances or interestsin the easement which District staff states are contrary to the intent of the easement. In the event it is laterdetermined that there are encumbrances or interests in the easement which the District determines are contrary to the intent of the easement, the permittee shall be required to provide release or subordination of such encumbrances or interests.


SPECIAL CONDITIONS

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20.

21.

A qualitative monitoring program shall be implemented in accordance with Exhibit Nos. 3.4 and 3.5. The monitoring program shall extend for a period of 5 years with annual reports submitted to District staff. Exotic vegetation shall be maintained at 5% or less within the preserve.

Prior to commencement of construction and in accordance with the work schedule in Exhibit No. 3.7, the permittee shall submit documentation that 0.6 freshwater UMAM credits have been deducted from the official agency ledger for Panther Island Mitigation Bank.

Permanent physical markers designating the preserve status of the wetland preservation areas and bufferzones shall be placed at the intersection of the buffer and each lot line. These markers shall be maintained in perpetuity.

The following are exhibits to this permit. Exhibits noted as incorporated by reference are available on the District's ePermitting website (http://my.sfwmd.gov/ePermitting) under this application number.

Exhibit No. 1.0 Location MapExhibit No. 2.0 PlansExhibit No. 2.1 Stormwater Pollution Prevention Plan Exhibit No. 2.2 Urban Stormwater Management Program Exhibit No. 3.0 FLUCCS MapExhibit No. 3.1 Wetland Impact MapExhibit No. 3.2 Letter of Credit ReservationExhibit No. 3.3 UMAM ScoresExhibit No. 3.4 Monitoring and Maintenance Plan Exhibit No. 3.5 Monitoring and Maintenance Maps Exhibit No. 3.6 Conservation EasementExhibit No. 3.7 Work Schedule

Endangered species, threatened species and/or species of special concern have been observed onsite and/or the project contains suitable habitat for these species. It shall be the permittee's responsibility to coordinate with the Florida Fish and Wildlife Conservation Commission and/or the U.S. Fish and Wildlife Service for appropriate guidance, recommendations and/or necessary permits to avoid impacts to listed species.


Rev. 11/08/16 1

NOTICE OF RIGHTS

As required by Sections 120.569 and 120.60(3), Fla. Stat., the following is notice of the opportunities which may be available for administrative hearing or judicial review when the substantial interests of a party are determined by an agency. Please note that this Notice of Rights is not intended to provide legal advice. Not all of the legal proceedings detailed below may be an applicable or appropriate remedy. You may wish to consult an attorney regarding your legal rights.

RIGHT TO REQUEST ADMINISTRATIVE HEARING A person whose substantial interests are or may be affected by the South Florida Water Management District’s (SFWMD or District) action has the right to request an administrative hearing on that action pursuant to Sections 120.569 and 120.57, Fla. Stat. Persons seeking a hearing on a SFWMD decision which affects or may affect their substantial interests shall file a petition for hearing with the Office of the District Clerk of the SFWMD, in accordance with the filing instructions set forth herein, within 21 days of receipt of written notice of the decision, unless one of the following shorter time periods apply: (1) within 14 days of the notice of consolidated intent to grant or deny concurrently reviewed applications for environmental resource permits and use of sovereign submerged lands pursuant to Section 373.427, Fla. Stat.; or (2) within 14 days of service of an Administrative Order pursuant to Section 373.119(1), Fla. Stat. "Receipt of written notice of agency decision" means receipt of written notice through mail, electronic mail, or posting that the SFWMD has or intends to take final agency action, or publication of notice that the SFWMD has or intends to take final agency action. Any person who receives written notice of a SFWMD decision and fails to file a written request for hearing within the timeframe described above waives the right to request a hearing on that decision.

If the District takes final agency action which materially differs from the noticed intended agency decision, persons who may be substantially affected shall, unless otherwise provided by law, have an additional Rule 28-106.111, Fla. Admin. Code, point of entry.

Any person to whom an emergency order is directed pursuant to Section 373.119(2), Fla. Stat., shall comply therewith immediately, but on petition to the board shall be afforded a hearing as soon as possible.

A person may file a request for an extension of time for filing a petition. The SFWMD may, for good cause, grant the request. Requests for extension of time must be filed with the SFWMD prior to the deadline for filing a petition for hearing. Such requests for extension shall contain a certificate that the moving party has consulted with all other parties concerning the extension and that the SFWMD and any other parties agree to or oppose the extension. A timely request for an extension of time shall toll the running of the time period for filing a petition until the request is acted upon.

FILING INSTRUCTIONS A petition for administrative hearing must be filed with the Office of the District Clerk of the SFWMD. Filings with the Office of the District Clerk may be made by mail, hand-delivery, or e-mail. Filings by facsimile will not be accepted. A petition for administrative hearing or other document is deemed filed upon receipt during normal business hours by the Office of the District Clerk at SFWMD headquarters in West Palm Beach, Florida. The District’s normal business hours are 8:00 a.m. – 5:00 p.m., excluding weekends and District holidays. Any document received by the Office of the District Clerk after 5:00 p.m. shall be deemed filed as of 8:00 a.m. on the next regular business day. Additional filing instructions are as follows:

Filings by mail must be addressed to the Office of the District Clerk, 3301 Gun Club Road, West PalmBeach, Florida 33406.

Rev. 11/08/16 2

Filings by hand-delivery must be delivered to the Office of the District Clerk. Delivery of a petition tothe SFWMD's security desk does not constitute filing. It will be necessary to request that theSFWMD's security officer contact the Office of the District Clerk. An employee of the SFWMD'sClerk's office will receive and file the petition.

Filings by e-mail must be transmitted to the Office of the District Clerk at [email protected]. The filingdate for a document transmitted by electronic mail shall be the date the Office of the District Clerkreceives the complete document. A party who files a document by e-mail shall (1) represent that theoriginal physically signed document will be retained by that party for the duration of the proceedingand of any subsequent appeal or subsequent proceeding in that cause and that the party shallproduce it upon the request of other parties; and (2) be responsible for any delay, disruption, orinterruption of the electronic signals and accepts the full risk that the document may not be properlyfiled.

INITIATION OF AN ADMINISTRATIVE HEARING Pursuant to Sections 120.54(5)(b)4. and 120.569(2)(c), Fla. Stat., and Rules 28-106.201 and 28-106.301, Fla. Admin. Code, initiation of an administrative hearing shall be made by written petition to the SFWMD in legible form and on 8 1/2 by 11 inch white paper. All petitions shall contain:

1. Identification of the action being contested, including the permit number, application number, SFWMDfile number or any other SFWMD identification number, if known.

2. The name, address, any email address, any facsimile number, and telephone number of the petitionerand petitioner’s representative, if any.

3. An explanation of how the petitioner’s substantial interests will be affected by the agencydetermination.

4. A statement of when and how the petitioner received notice of the SFWMD’s decision.5. A statement of all disputed issues of material fact. If there are none, the petition must so indicate.6. A concise statement of the ultimate facts alleged, including the specific facts the petitioner contends

warrant reversal or modification of the SFWMD’s proposed action.7. A statement of the specific rules or statutes the petitioner contends require reversal or modification of

the SFWMD’s proposed action.8. If disputed issues of material fact exist, the statement must also include an explanation of how the

alleged facts relate to the specific rules or statutes.9. A statement of the relief sought by the petitioner, stating precisely the action the petitioner wishes the

SFWMD to take with respect to the SFWMD’s proposed action.

MEDIATION The procedures for pursuing mediation are set forth in Section 120.573, Fla. Stat., and Rules 28-106.111 and 28-106.401–.405, Fla. Admin. Code. The SFWMD is not proposing mediation for this agency action under Section 120.573, Fla. Stat., at this time.

RIGHT TO SEEK JUDICIAL REVIEW Pursuant to Section 120.68, Fla. Stat., and in accordance with Florida Rule of Appellate Procedure 9.110, a party who is adversely affected by final SFWMD action may seek judicial review of the SFWMD's final decision by filing a notice of appeal with the Office of the District Clerk of the SFWMD in accordance with the filing instructions set forth herein within 30 days of rendition of the order to be reviewed, and by filing a copy of the notice with the clerk of the appropriate district court of appeal.

170412-10App.no. :

erp_staff_report.rdf

Page 1 of 8

.60

March 18, 2018Last Date For Agency Action:

INDIVIDUAL ENVIRONMENTAL RESOURCE PERMIT STAFF REPORT

Special Drainage District:

2.40

.60Total Acres Presv/Mit Compensation Onsite:

.60Offsite Mitigation Credits-Mit.Bank: Panther Island

Sovereign Submerged Lands: No

Total Acres Wetland Onsite:

NA

This Environmental Resource Permit authorizes Construction and Operation of a stormwater management (SWM) system serving 6.17 acres of commercial development for a project known as Creative Commons.

This authorization is for construction of two commercial / office buildings with associated parking, and supporting facilities. The stormwater management system consists of inter-connected dry detention areasand a preserve area discharging into the Creative Drive roadside swales. Site development plans are attached as Exhibit 2.0.

Issuance of this permit constitutes certification of compliance with state water quality standards in accordance with Rule 62-330.062, F.A.C.

Project Name: Creative Commons

Permit No.: 11-03940-P

Application No.: 170412-10

Application Type: Environmental Resource (New Construction/Operation) Location: Collier County, S12/T51S/R26E

Permittee : Torres Family Holdings L L C

Operating Entity : Torres Family Holdings L L C

Project Area: 6.17 acres

Permit Area: 6.17 acres

Project Land Use: Commercial and Services

PROJECT SUMMARY:

WEST COLLIERDrainage Basin: US 41 OUTFALL SWALE NO. 1 Sub Basin:

CREATIVE DRIVE ROADSIDE SWALESReceiving Body: CLASS IIIClass:

1.80Total Acres Impacted Onsite :

Total Acres Wetland Preserved Onsite:

YesConservation Easement To District :

170412-10App.no. :


Page 2 of 8

LAND USE:

WATER QUANTITY :

Building CoverageDry Detention AreasImperviousPerviousPreserved

Total Project

1.09.35

2.141.78.81

6.17Total:

Discharge Storm Frequency : 25 YEAR-3 DAY 12.5 inchesDesign Rainfall :

SITEPRESERVE

Basin

n/a.37

Allow Disch (cfs)

n/aMinimum Size Bleeder

Method Of Determination

n/a.37

Peak Disch (cfs)

7.217.21

Peak Stage( ft, NAVD 88)

Building Storm Frequency : 100 YEAR-3 DAY 16 inchesDesign Rainfall :

SITE

Basin

7.85


7

FEMA Elevation ( ft, NAVD 88)

8

Proposed Min. Finished Floors ( ft, NAVD 88)

The site is located on the southeast corner of US-41 (Tamiami Trail) and Creative Lane, in Collier County. A location map is attached as Exhibit No. 1.0.

There are no permitted water management facilities within the project site. The site is undeveloped, and contains 2.40 acres of wetlands and 3.41 acres of uplands. The project also includes 0.36 acres of off-site uplands. For information on wetlands and other surface waters within the site, please refer to the Wetlands and Other Surface Waters section of this staff report.

PROJECT EVALUATION:

Construction

As shown in the table below, the project discharge is within the allowable based on a minimum size bleeder.

Discharge Rate :

Road Design :

Finished Floors :

acresacresacresacresacres

Project:

PROJECT SITE DESCRIPTION:

170412-10App.no. :


Page 3 of 8

Proposed Min.Parking Elev. ( ft, NAVD 88)

SITE

PRESERVE

Basin

4.83

1.34

Area (Acres)

3.5

3.5

Ctrl Elev( ft, NAVD 88)

3.50

3.50

WSWT Ctrl Elev ( ft, NAVD 88)

Wet Season Water Table

Wet Season Water Table

Method Of Determination

Control Elevation :

SitePreserve

Basin

CS-1CS-2

Str.#

PRESERVECREATIVE DR. ROADSIDE SWALES

Receiving Body

Receiving Body :

Road Storm Frequency : 25 YEAR-3 DAY 12.5 inchesDesign Rainfall:

SITE

Basin

7.21


7.25

Proposed Min. Road Crown ( ft, NAVD 88)

Parking Lot Storm Frequency : 10 YEAR-1 DAY 7 inchesDesign Rainfall :

SITE 6.28


6.3

Parking Lot Design :

Basin

Basin

Basin

Discharge Structures:

Water Quality Structures:

Bleeders:

Culverts:

Inlets:

Bleeders:

Culverts:

Inlets:

CS-2

CS-1

Str#

Str#

1

1

Count

Count

Circular Orifice

Circular Orifice

Type

Type

Width

Width

Length

Length

3"

3"

Dia.

Dia.

InvertAngle

InvertAngle

CS-2

Str#

Str#

1

Count

Count

Fdot Mod C Drop Inlet

Type

Type

2.1'

Width

Width

3.1'

Length

Length

Dia.

Dia.

Basin

Basin

CS-2

CS-1

Str#

Str#

1

1

Count

Count

Reinforced Concrete Pipe

Reinforced Concrete Pipe

Type

Type

Width

Width

40'

34'

Length

Length

18"

24"

Dia.

Dia.

Invert Elev.

Invert Elev.

3.5

3.5

7.25

Crest Elev.

Crest Elev.

PRESERVE

SITE

PRESERVE

Basin

Basin

PRESERVE

SITE

Height

Height

Note: The units for all the elevation values of structures are

Note: The units for all the elevation values of structures are

( ft, NAVD 88)

( ft, NAVD 88)

170412-10App.no. :


Page 4 of 8

Water quality treatment is provided in the interconnected dry detention areas. The project provides 0.65 acre-feet of required water quality treatment volume based on 2.5 inches times the percentage of imperviousness.

Pursuant to Appendix E of Environmental Resource Permit Applicant's Handbook Volume II, the provided water quality treatment includes an additional 50% treatment volume above the requirements inSection 4.2 of Volume II as reasonable assurance that the project will not have an adverse impact on thedownstream waterbody.

The project also includes implementation of a Stormwater Pollution Prevention Plan (Exhibit No. 2.1) andan Urban Stormwater Management Program (Exhibit No. 2.2) as additional reasonable assurance of compliance with water quality criteria during construction and operation.

WATER QUALITY :

SITE

Basin

Dry Detention

Treatment Method

.65

Vol Req.d (ac-ft)

.65

Vol Prov'd

WETLANDS:

Treatment

Wetlands And Other Surface Waters:

The project site contains a total of 2.4 acres of wetlands. The wetlands can generally be described as cypress with between 76-100% exotic coverage and cypress/pine/cabbage palm with between 50-75% exotic coverage. Please see Exhibit No. 3.0 for wetland locations and descriptions. Please note that thereare a total of 0.88 acres which no longer meet the criteria of jurisdictional wetlands within the project site, and have been listed as "drained" on Exhibit No. 3.0. These 0.88 acres consists of 0.69 acres of disturbedand drained cypress and 0.19 acres of disturbed and drained cypress/pine/cabbage palm.

The project will result in 1.8 acres of direct wetland impacts as described in the table below. Exhibit No. 3.1 identifies the locations of the wetlands being impacted. Pursuant to Section 10.2.1 of Applicant's Handbook Volume I (Volume I), the applicant reduced the amount of direct wetland impacts from 1.94 acres initially proposed, to 1.8 acres of direct wetland impacts now being authorized. The applicant has also increased the total amount of wetland preserve proposed for the project, from 0.23 acres initially proposed, to 0.34 acres now being authorized.

Pursuant to Section 10.2.7 of Volume I, there are 0.26 acres of secondary wetland impacts associated with the lack of a sufficient 25-foot native upland buffer between the proposed development and on-site wetlands depicted on Exhibit No. 3.1.

To mitigate for the direct and secondary wetland impacts, the applicant will purchase 0.60 freshwater Uniform Mitigation Assessment Method (UMAM) credits from the Panther Island Mitigation Bank (see the Letter of Credit Reservation attached as Exhibit No. 3.2). The amount of mitigation was determined by using UMAM. The final scores are attached as Exhibit No. 3.3.

Water Quality Structures:

Inlets:

CS-1 1 Fdot Mod D Drop Inlet 3.1' 4.1' 6SITE

170412-10App.no. :


Page 5 of 8

CONSTRUCTION NEW -Creative Commons

1-1

1-2

2-1

2-2

2-3

P-1

S-1

S-2

AA Type

.23

.27

Time Lag (Yrs)

Pres. Adj. Factor

PostFluccs

Adj Delta

-.139

-.035

-.330

-.063

-.011

-.013

-.004

Total:

Pre-Development Post-Development

Direct

Direct

Direct

Direct

Direct

Preservation

Secondary

Secondary

MITBANK PANTHER ISLAND

.60

Fresh Water Forested .60Mitigation Bank Cr Used

Total:

Type Of Credits Number Of Credits

Wetland Inventory :

The proposed mitigation is located within the same basin as the impacts, therefore pursuant to Section 10.2.8 of Volume I, the project will not result in unacceptable cumulative impacts to the West Collier Basin.

The applicant will also enhance and preserve a total of 0.81 acres of on-site wetland and uplands; however, none of this acreage has been used as mitigation to offset any of the on-site direct or secondary wetland impacts. This 0.81-acre preserve consists of 0.34 acres of wetlands, 0.26 acres of wetlands that have been considered secondarily impacted, and 0.21 acres of uplands (see Exhibit Nos. 3.4 and 3.5). The hydrology of the on-site preserve shall be maintained by treated water from the stormwater management system being discharged into this area. This 0.81-acre preserve will be preserved on site under a conservation easement dedicated to the District.

Site Id

Site Type

ON

ON

ON

ON

ON

ON

ON

ON

.42

.13

1.00

.21

.04

.34

.19

.07

.33

.27

.33

.30

.27

.30

.33

Acreage (Acres)

Current Wo Pres

624

600

624

621

600

621

621

624

Pre Fluccs

WithProject

-.330

-.270

-.330

-.300

-.270

-.070

-.060

Functional Gain / Loss

600621624

Fluccs CodeWetlandsCypressCypress - Pine - Cabbage Palm

Description

2.40 -.60

Risk Factor

170412-10App.no. :


Page 6 of 8

The wetlands to be impacted provide habitat for wetland-dependent species. However, pursuant to a listed species survey dated April 28, 2016, no wetland-dependent endangered or threatened species, or species of special concern were observed on site, and submitted information indicates that potential use of the site by such species is minimal. No aquatic or wetland- dependent listed species or species havingspecial protection were observed to be using the uplands within the project for nesting or denning. This permit does not relieve the applicant from complying with all applicable rules and any other agencies' requirements if, in the future, endangered or threatened species, or species of special concern are discovered on the site.

The areas surrounding the project site are included in the Deltona Settlement Agreement, which was a legal agreement established in the 1970s between the Deltona Corporation, Collier County, the South Florida Water Management District and other entities. This agreement established certain areas of coastal Collier County that were under the ownership of the Deltona Corportation that could be developed or were to be preserved in perpetuity.

The applicant provided information to demonstrate that the subject property was never subject to the Deltona Settlement Agreement for the following reasons:

- The Deltona Settlement Agreement is not identified as an encumbrance on the subject property;- The Deltona Corporation never owned the subject property.

A conservation easement will be recorded over the 0.81 acres of wetlands and uplands within the project utilizing the form attached as Exhibit 3.6 within 30 days of permit issuance.

Pursuant to Chapter 62-330.310, F.A.C., Individual Permits will not be converted from the construction phase to the operation phase until construction completion certification of the project is submitted to and accepted by the District. This includes compliance with all permit conditions, except for any long term maintenance and monitoring requirements. It is suggested that the permittee retain the services of an appropriate professional registered in the State of Florida for periodic observation of construction of the project.

For projects permitted with an operating entity that is different from the permittee, it should be noted that until the construction completion certification is accepted by the District and the permit is transferred to an acceptable operating entity pursuant to Sections 12.1-12.3 of the Applicant's Handbook Volume I and Section 62-330.310, F.A.C., the permittee is liable for operation and maintenance in compliance with the terms and conditions of this permit.

In accordance with Section 373.416(2), F.S., unless revoked or abandoned, all SWM systems and works permitted under Part IV of Chapter 373, F.S., must be operated and maintained in perpetuity.

The efficiency of SWM systems, dams, impoundments, and most other project components will decrease over time without periodic maintenance. The operation and maintenance entity must perform periodic inspections to identify if there are any deficiencies in structural integrity, degradation due to insufficient maintenance, or improper operation of projects that may endanger public health, safety, or welfare, or the water resources. If deficiencies are found, the operation and maintenance entity is responsible for correcting the deficiencies in a timely manner to prevent compromises to flood protection and water quality. See Section 12.4 of the Applicant's Handbook Volume I for Minimum Operation and Maintenance Standards.

LEGAL ISSUES:

CERTIFICATION, OPERATION, AND MAINTENANCE:

Fish And Wildlife Issues:

170412-10App.no. :


Page 7 of 8

The applicant has indicated that public water supply will be used as a source for irrigation water for the project.

The applicant has indicated that dewatering is not required for construction of this project. This permit does not release the permittee from obtaining all necessary Water Use authorization(s) prior to the commencement of activities which will require such authorization, including construction dewateringand irrigation.

The proposed project is not located within or adjacent to a Comprehensive Everglades Restoration Project component.

Collier County Utilities

Collier County Utilities

A District Right-of-Way Permit is not required for this project.

The District has received correspondence dated April 20, 2017 from the Florida Department of State, Division of Historical Resources indicating that no significant archaeological or historical resources are recorded on the site; therefore the project is unlikely to have an effect upon any such resources. This permit does not release the permittee from complying with any other agencies' requirements in the event that historical and/or archaeological resources are found on the site.

Issuance of this permit constitutes a finding of consistency with the Florida Coastal Management Program.

No third party has contacted the District with concerns about this application.

There has been no enforcement activity associated with this application.

RELATED CONCERNS:

Water Use Permit Status:

CERP:

Potable Water Supplier:

Waste Water System/Supplier:

Right-Of-Way Permit Status:

Historical/Archeological Resources:

DEO/CZM Consistency Review:

Third Party Interest:

Enforcement:

170412-10App.no. :


Page 8 of 8

STAFF REVIEW:

NATURAL RESOURCE MANAGEMENT:

SURFACE WATER MANAGEMENT:

Laura Layman

Brian Rose, P.E.

DIVISION APPROVAL:

__________________________________ DATE:__________________________

__________________________________ DATE:__________________________2/6/18

2/6/18

TA M I A M I T R L E

SFWMD GeoSpatial Services

¯REGULATION DIVISION

South Florida Water Management District

Exhibit No: 1 Exhibit Created On:

Created by Regulation GIS Section

2017-04-12COLLIER COUNTY, FL Application

Application Number: 170412-10

Project Name: CREATIVE COMMONS

0 1,800900Feet

Exhibit No. 1.0 Application No. 170412-10

Page 1 of 1

DEVELOPED BY:

PROPERTY INFORMATIONFOLIO # 00737000001ZONING CPD

CREATIVE COMMONS

COLLIER COUNTY, FLORIDAPART OF SECTION 12, TOWNSHIP 51 SOUTH, RANGE 26 EAST

PROPERTY DESCRIPTIONSURVEYOR'S DESCRIPTION

COVER SHEET1SHEET INDEX

ERP PLANS FOR

NO SCALENO SCALE

NORTHNORTH

PROJECT LOCATION MAP PROJECT SITE MAP

PHONE: (239) 208-4079FORT MYERS, FL 33912

7742 ALICO ROADTORRES FAMILY HOLDINGS, LLC

CO

VER

SH

EET

PROJECTSITE

NOT TO SCALE

STARTING AT THE NORTHWEST CORNER OF THE PROPERTY AT THE INTERSECTION OF THE SOUTH RIGHT-OF-WAY OF U.S. 41 AND THE WEST LINE OFSECTION 12, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA; AND PROCEEDING SOUTHERLY ALONG THE SECTION LINE FORAPPROXIMATELY 870 FEET, THENCE EASTERLY FOR 330 FEET, THENCE NORTHERLY FOR 660 FEET, THENCE WESTERLY ALONG U.S. 41 SOUTHERLYRIGHT-OF-WAY FOR APPROXIMATELY 390 FEET TO THE POINT OF BEGINNING, LESS AND EXCEPT THE FOLLOWING DESCRIBED PARCEL:COMMENCING AT THE INTERSECTION OF THE WEST LINE OF SECTION 12, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA, ANDTHE SOUTHEASTERLY RIGHT-OF-WAY OF U.S. 41; RUN SOUTH 54 DEGREES 24 FEET 20 INCHES EAST 377.86 FEET ALONG SAID RIGHT-OF-WAY LINE OFTHE POINT OF BEGINNING; CONTINUE ALONG SAID RIGHT-OF-WAY LINE 12.14 FEET; THENCE SOUTH 1 DEGREE 01 FOOT 20 INCHES WEST 100.00 FEET,THENCE NORTH 88 DEGREES 58 FEET 40 INCHES WEST 10.00 FEET; THENCE NORTH 1 DEGREE 1 FEET 20 INCHES EAST 106.89 FEET TO THE POINT OFBEGINNING.

PROJECTLOCATION

TAMIAMI TRAIL E.

U.S. 41

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FL LICENSE NO. 66421JEREMY H. ARNOLD, P.E.

652-01-01

VERTICAL ELEVATIONS BASED ON: NAVD-88

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JEREMY ARNOLD, STATE OF FLORIDA, PROFESSIONALENGINEER, LICENSE NO. 66421

THIS ITEM HAS BEEN ELECTRONICALLY SIGNED ANDSEALED BY JEREMY ARNOLD, PE ON 1/30/2018 USING A

SHA-1 AUTHENTICATION CODE.

PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED AND THE SIGNATURE

MUST BE VERIFIED ON ANY ELECTRONIC COPIES

AERIAL AND CLEARING PLAN2MASTER DRAINAGE PLAN3CROSS SECTIONS4PAVING & DRAINAGE DETAILS5STORMWATER POLLUTION PREVENTION PLAN AND EROSION CONTROL DETAILS6

(AS FURNISHED IN FIRST AMERICAN TITLE INSURANCE COMPANY SEARCH UPDATE DOCUMENT FILE NO.: 2060-3514663, PREPARED: JANUARY 10, 2017)

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Exhibit 2.0 Application No. 170412-10 Page 1 of 6

TAM

IAM

I TRA

IL E

(US

41)

NAPLES RESERVE BLVD

CREATIVE LN

PANTHER PASS CIR

CHEETAH DR

MUSEO CIR

PROPERTY LINE

WETLAND #2(1.85 AC)

WETLAND #1(0.55 AC)

IMPERIAL WILDERNESS(SFWMD PERMIT NO. 11-00240-S)

IMPERIAL WILDERNESS(SFWMD PERMIT NO. 11-00240-S)

US 41 FROM CR 951 TOGREENWAY ROAD

(SFWMD PERMIT NO. 11-03368-P)

FIDDLERS CREEK UNIT 4 (SFWMD PERMIT NO. 11-00685-S)

1

1

1

1

AER

IAL

AN

D C

LEA

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G P

LAN

0

SCALE IN FEET

30 60 120

2

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LEGEND

AREA TO BE CLEARED AND DISKED5.00 ACRES

WETLAND

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1

1CLEARING NOTES

1. EXOTIC VEGETATION AS DEFINED BY COLLIER COUNTYLAND DEVELOPMENT CODE SHALL BE ERADICATED FROMTHE SITE AND SUBSEQUENT ANNUAL EXOTIC ERADICATION(IN PERPETUITY) SHALL BE THE RESPONSIBILITY OF THEPROPERTY OWNER.

2. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, ALLEXISTING NATIVE VEGETATION TO BE RETAINED SHALL BEIDENTIFIED. THE CONTRACTOR SHALL INSTALLENVIROFENCE (OR EQUAL) BEYOND THE DRIP LINES OFTHE PRESERVED VEGETATION AND ALONG THE LIMITS OFCLEARING. THIS FENCE SHALL REMAIN ERECTED ANDMAINTAINED THROUGH THE DURATION OF THECONSTRUCTION ACTIVITIES.


MATCH EXISTING GRADE

TAM

IAM

I TRA

IL E

(US

41)

CREATIVE LN

BUILDING #2(MIN FFE = 8.00)

PRESERVE(0.81 AC)

SUB-BASIN 1A

8.30

PRESERVE SIGN(SEE DETAIL SHEET 5)



4.506.00

4.50

6.00 4.50 6.00BUILDING #1

(MIN FFE = 8.00)

4.506.00

4.50

6.00

DRY DETENTION 1A(0.25 AC)

DRY DETENTION 1B(0.10 AC)

PERIMETER BERMMIN ELEV = 25-YEARPEAK STAGE = 7.25




WATER QUALITYBERM = 6.00(MIN ELEV = 5.88)

60.0

'AE

BASIN LINE (TYP)

SUB-BASIN LINE (TYP)

EXISTING DRIVEWAY(TO REMAIN)

2

3

MA

STER

DR

AIN

AG

E PL

AN

0

SCALE IN FEET

20 40 80

GENERAL NOTES

1. PERIMETER BERMS WITH A TOP BERM SET AT THE MINIMUM 25-YEAR, 3-DAY STORM EVENTELEVATIONS WILL BE CONSTRUCTED ALONG ALL DRAINAGE AREA BOUNDARIES. IN SOMEAREAS, THE PROPOSED ROADWAYS, OR RESIDENTIAL AREAS WILL ACT AS THE PERIMETERBERM IF THESE USES ARE AT OR ABOVE THE MINIMUM 25-YEAR, 3-DAY STORM EVENTELEVATIONS.

2. ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM (NAVD).(NAVD = NGVD 29 - 1.306)

3. PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITY APPROPRIATE EROSIONCONTROL DEVICES SHALL BE INSTALLED TO CONTROL AND REDUCE SOIL EROSION ANDSEDIMENT TRANSPORT TO OFF-SITE AREAS. THE CONTRACTOR SHALL MAINTAIN THESEDEVICES THROUGHOUT THE DURATION OF CONSTRUCTION. ALL DEVICES SHALL REMAIN INPLACE UNTIL THE SURROUNDING AREAS ARE ESTABLISHED.

4. PRIOR TO CONSTRUCTION NEAR CONSERVATION AREAS, EROSION CONTROL DEVICESWILL BE INSTALLED ALONG THE CONSERVATION AREA BOUNDARY. THESE DEVICES WILL BESILT SCREENS AND, IF NECESSARY, STAKED HAY BALES. THESE DEVICES WILL REMAIN INPLACE UNTIL CONSTRUCTION IS COMPLETED AND THE ADJACENT CONSTRUCTION ZONESARE ESTABLISHED.

SURFACE WATER MANAGEMENT PARAMETERS

FEMA ELEVATION (FT-NAVD)

CONTROL ELEVATION (FT-NAVD)

100-YEAR, 3-DAY STORM EVENT PERMITTED PEAK STAGE (FT-NAVD)25-YEAR, 3-DAY STORM EVENT PERMITTED PEAK STAGE (FT-NAVD)

MIN. FINISHED FLOOR ELEVATION (FT-NAVD)

MIN. PARKING ELEVATION (FT-NAVD)

3.50

LEGEND

MIN. BERM ELEVATION (FT-NAVD)

10.00

GENERALIZED SURFACEWATER FLOW DIRECTION

PROPOSED SPOTELEVATION

10-YEAR, 1-DAY STORM EVENT PERMITTED PEAK STAGE (FT-NAVD) 6.28

10-YEAR, 1-DAY RAINFALL DEPTH (IN)25-YEAR 3-DAY RAINFALL DEPTH (IN)100-YEAR 3-DAY RAINFALL DEPTH (IN)ALLOWABLE PEAK DISCHARGE RATE (CFS)DESIGN PEAK DISCHARGE RATE (CFS)

3

PROPOSED PAVEMENT

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LAND USE (ON SITE)

LAND USE SUMMARY

PRO

JEC

T AR

EAS

COMMERCIAL

AREA (AC.)

SUB-BASIN 1A

REQUIRED VOLUME (WET DETENTION)

1-INCH OF RUNOFF

ADDITIONAL 50%GREATER VALUE2.5-INCHES TIMES% IMPERVIOUS

BASIN 1

0.40 AC-FT0.58 AC-FT

REQUIRED TREATMENT

WATER QUALITY TREATMENTVOLUME CALCULATIONS

0.58 AC-FT0.29 AC-FT0.87 AC-FT

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CREATIVE LANE1A

AREA (AC.)

SUB-BASINPRESERVE

AREA (AC.)

TOTAL

%

PERCENT TOTAL

WETLAND

UPLAND BUFFER

1 1

REQUIRED VOLUME (DRY DETENTION) 0.65 AC-FT

11 1

PROVIDED TREATMENT

MINIMUM WATER QUALITY ELEVATION 5.88 FTNOTES:1. DRY DETENTION VOLUME REDUCTION PER ENVIRONMENTAL

RESOURCE PERMIT APPLICANT'S HANDBOOK VOLUME II(EFFECTIVE MAY 22, 2016) SECTION 4.2.1 (a)(1)

2. PRESERVE AREA EXCLUDED FROM WATER QUALITYCALCULATION

ON-SITE IMPROVEMENTSIMPERVIOUS

DRY DETENTION

PRESERVEOFF-SITE IMPROVEMENTS

PERVIOUSIMPERVIOUS

SWM BASIN TOTAL 2.39 AC---------

0.25 AC

1.67 AC2.39 AC

0.67 ACPARKING LOT

BUILDING

---

1.00 AC

PERVIOUS 0.47 AC

0.51 AC0.16 AC0.07 AC0.23 AC

---

---0.28 AC

---

---

---

0.11 AC

1.34 AC---------

---

---1.34 AC

---

0.81 AC

---

0.53 AC

6.17 AC0.26 AC0.10 AC0.36 AC

0.35 AC

2.73 AC5.81 AC

1.09 AC

0.81 AC

1.64 AC

1.68 AC

100%4.2%1.6%5.8%

5.7%

44.2%94.2%

17.7%

13.1%

26.6%

27.3%

7.217.85

7.006.30

7.258.007.00

12.5016.000.470.37

FEMA ZONE AE

DRAINAGE BASIN BASIN 1

MIN. ROAD ELEVATION (FT-NAVD) 7.250.65 AC-FT

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AREA (AC.)

SUB-BASIN 1B

1.52 AC---------

0.10 AC

1.06 AC1.52 AC

0.42 AC

---

0.64 AC

0.36 AC

AREA (AC.)

CREATIVE LANE1B

0.41 AC0.10 AC0.03 AC0.13 AC

---

---0.28 AC

---

---

---

0.21 ACROADWAY/SIDEWALK --- 0.17 AC --- 0.24 AC 3.9%--- 0.07 AC

2

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3:1 MAX

MIN BERM ELEVATION 25 YEARPEAK STAGE = 7.25 (FT-NAVD)


60.0'AE

SILT FENCE (SEE SHEET 6)

12.0'2.0'



SECTION A-A

30.0' 30.0'

16.0'

APPROXIMATEEXISTING GRADE

3:1 MAX

PROPERTY LINE

PRESERVE

2% MIN 2% MIN

12.0'TRAVEL LANE

12.0'TRAVEL LANE

TYPE "F" CURB &GUTTER


18.0'PARKING STALL

PARKING LOTDRIVE AISLE

1% MIN(2% MAX)

3:1 MAX


SILT FENCE (SEE SHEET 6)2% MIN

4:1 MAX

SECTION B-BNTS



11.6'

2.0'

60.0'AE

30.0' 30.0'PROPERTY LINE

24.4'

2.0'

9.5'

2.0' 0.7'

16.1'

2% MIN 2% MIN

12.0'TRAVEL LANE

12.0'TRAVEL LANE

12.0'TURN LANE



3:1 MAX





2% MIN

4:1 MAX

60.0'AE

30.0' 30.0'PROPERTY LINE

2.0' 2.0'

11.0' 9.9' 6.0'

DETENTION BOTTOMELEVATION = 4.50 (FT-NAVD)

DETENTION TOP ELEVATION = 6.00 (FT-NAVD)

14.2'

DRY DETENTION

SECTION C-CNTS

10.0'5.0'4.8'

4:1 MAX

6.0'


2% MIN

EXISTINGRETAINING WALL

SILT FENCE (SEE SHEET 6)1.2'

PROPERTY LINE

DRY DETENTION

SECTION D-DNTS


18.0' 10.6'

0.7'

18.0'PARKING STALL

PARKING LOTDRIVE AISLE


1% MIN(2% MAX)

3:1 MAX

2% MIN




PROPERTY LINEPRESERVE12.0'12.0'

2.0'

SILT FENCE (SEE SHEET 6) SILT FENCE (SEE SHEET 6)

3:1 MAX 3:1 MAX



MATCH EXISTING GRADEMATCH EXISTING GRADE

CONTROL STRUCTURE(SEE SHEET 5 FOR DETAIL)



3:1 MAX 4:1 MAX

12.0'

2.0'

12.0' DRY DETENTION


5.0'

2% MIN MIN FFE = 8.00



12.0' 5.3' 12.9'

2.0'

3:1 MAX 4:1 MAX4:1 MAX


5.0'

2% MIN MIN FFE = 8.00

6.0' 10.7'

4:1 MAX

DETENTION BOTTOMELEVATION = 4.50 (FT-NAVD)

DETENTION TOP ELEVATION = 6.00 (FT-NAVD)

DRY DETENTION


SECTION E-ENTS

SECTION F-FNTS

SECTION G-GNTS

SECTION H-HNTS

SECTION I-INTS

CE = 3.50 (FT-NAVD)

CE = 3.50 (FT-NAVD)

CE = 3.50 (FT-NAVD)

CE = 3.50 (FT-NAVD)

CE = 3.50 (FT-NAVD)

CE = 3.50 (FT-NAVD)CE = 3.50 (FT-NAVD)

CE = 3.50 (FT-NAVD) CE = 3.50 (FT-NAVD)

NTS

111

1 1 1

1

1

1

5.0'

PROPOSED GRADE = 6.00(MIN BERM ELEVATION = WATERQUALITY = 5.88 (FT-NAVD))

22 2

222

2

2

2

PROPOSED GRADE = 6.00(MIN BERM ELEVATION = WATERQUALITY = 5.88 (FT-NAVD))

3 3

CR

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SEC

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NTSCROSS SECTION MAP

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B

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18" RCP 18" RCP

TOP ELEVATION = 7.25

3" BLEEDER ELEVATION = 3.50

INVERT = 0.00

ALUMINUM BAFFLEREFERENCE FDOT INDEX 240

TYPE "C" INLET(REFERENCE FDOT DESIGN STANDARDS,

LATEST EDITION, INDEX #232 FORDIMENSIONS AND SPECIFICATIONS)

18" RC

P

A A

PLAN SECTION A-A SECTION B-B

B

B

1.5'

0.5'

2.0'

2:1 MAX

CONTROL STRUCTURE CS-2NTS

24" RCP 24" RCP

TOP ELEVATION = 6.00

3" BLEEDER ELEVATION = 3.50

INVERT = 0.00

TYPE "D" INLET(REFERENCE FDOT DESIGN STANDARDS,

LATEST EDITION, INDEX #232 FORDIMENSIONS AND SPECIFICATIONS)

24" RC

P

A A

PLAN SECTION A-A SECTION B-B

B

B

1.5'

0.5'

2.0'

2:1 MAX

CONTROL STRUCTURE CS-1NTS

1

1

ALUMINUM BAFFLEREFERENCE FDOT INDEX 240

4.1'

3.1'

3.1'

2.1'

2

NOT TO SCALE

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CURB AND CURB AND GUTTER DETAILSNTS

TYPE "F"

6" 1'-6"

2'-0"

8"

12"

6"6"

R2"

R3 4"

R3"

SAME SLOPE ASADJACENT PAVEMENT

712" STD.

(6" MIN.)

2.) 12" STABILIZED SUBGRADE (MIN. LBR 40)

1.) 6" LIMEROCK BASE, PRIMED AND COMPACTED TO 98%OF MAX. DENSITY (DETERMAINED BY AASHTO T-180)

4.) WHEN NO CURB IS PROPOSED LIMEROCK TO EXTEND6 INCHES BEYOND EDGE OF PAVEMENT

3.) STABILIZED SUBGRADE TO EXTEND 1 FOOT BEYONDEDGE OF PAVEMENT AND BACK OF CURB

LIMEROCK & SUBGRADE NOTES:

6" LIMEROCK BASE

12" STABILIZED SUBGRADE

1-1/2" ASPHALT (TYPE S-III)PLACED IN TWO (2) 3/4" LIFTS-OPTIONAL

NTSTYPICAL PAVING SECTION

CONCRETE CURB NOTES:1. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3,000 P.S.I. IN 28 DAYS UNLESS

OTHERWISE NOTED.

2. CURB SHALL BE CONSTRUCTED IN CONFORMANCE WITH FDOT INDEX 300

3. CURB SHALL HAVE EXPANSION JOINTS INSTALLED WITHIN 10' OF EACH SIDE OF INLETS, ANDEVERY 500'±.

4. AN EXPANSION JOINT WILL BE PLACED AT THE END OF ALL RETURNS AT INTERVALS NOT TOEXCEED 50' WITH CONTRACTION JOINTS AT 10' INTERVALS

5. EXPANSION JOINTS SHALL BE CONSTRUCTED WITH 1/2" BITUMINOUS IMPREGNATEDEXPANSION MATERIAL

PIPE LENGTH AND SLOPE SHALL BE FIELD ADJUSTED TO HAVE FLARED END MATCH FLUSH WITH CANAL BANK.*

1. ALL REINFORCING STEEL SHALL HAVE A MINIMUM TWO INCHES OF COVER.

2. ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3,000 PSI IN 28 DAYS.

3. PRECAST STRUCTURE WALLS SHALL BE 6" THICK (MIN.)

4. CAST-IN-PLACE STRUCTURE WALLS SHALL BE 8" THICK (MIN.)

5. MINIMUM STRUCTURE SIZES ARE PER FDOT STANDARD INDEX 200, TABLES 3 AND 4.

DRAINAGE STRUCTURE TABLE

TYPE OFSTRUCTURE CASTING

GENERAL STRUCTURE DESIGN NOTES:

REFERENCE

CURB INLET TOP - TYPE 9 MODIFIEDW/ TYPE J OR P BOTTOM

FLARED END*

MITERED END

FDOT INDEX 270

FDOT INDEX 272

USF 5130-6168,OR APPROVED EQUAL

NONE

NONE

FDOT INDEX 200, 214

54"

48"

36"

42"

30"

6.0 FT

5.5 FT

4.5 FT

4.0 FT

5.0 FT

15"

18"

24"

3.0 FT

3.5 FT

3.0 FT

MINIMUM DIMENSIONSFOR DRAINAGESTRUCTURES

MULTIPLE CASTING SHALL BE USED WHERE SHOWN.**

MINIMUMSTRUCTURE

WIDTHPIPE SIZE

PAV

ING

& D

RA

INA

GE

DET

AIL

S

5

INV. EL.

8"

4"

SECTION A-A

RCP

8"

VAR

IES

VAR

IES

3"MIN.

8"

RCP 3"MIN.

SEE CHARTMIN. 3'VARIES

A A

GRATE INLETN.T.S.

#5 BARS @ 8"O.C. EACH WAY

BRICK PRECASTCONCRETE ADJUSTMENTRING (MIN. OF TWO RINGS)

GRATE ELEVATION ASREFERENCED ON PLAN



USF FRAME AND GRATENO. 4170-6245

PLAN

GRATE INLET SEE DETAIL USF 4170 - 6245 OR APPROVEDEQUAL

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MUST BE VERIFIED ON ANY ELECTRONIC COPIESSTRUCTURE #16N.T.S.

SECTION A-A SECTION B-BPLAN

24"

INLET TOP EL = 4.20

WEIR EL = 3.50

INV = 0.0024" RCP 18" RCP

2'

2:1 MAX.

4'

3'3'

3'

24" RCP

MODIFIED TYPE "C" INLET(REF: FDOT INDEX #232)

BB

A A

RIP-RAP DITCH LINING PERFDOT SPEC. 530.2.2.2

EL = 3.70±

STRUCTURE #15N.T.S.

SECTION A-A SECTION B-BPLAN

24"

INLET TOP EL = 4.20

WEIR EL = 3.50

INV = 0.0024" RCP 18" RCP

2'

2:1 MAX.

4'

3'3'

3'

24" RCP

MODIFIED TYPE "C" INLET(REF: FDOT INDEX #232)

BB

A A

RIP-RAP DITCH LINING PERFDOT SPEC. 530.2.2.2

EL = 3.70±

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FINISHED GRADE

NTS PRESERVE AREA SIGN DETAIL

4'M

AX

PRESERVE AREA

THIS AREA SHALLNOT BE DISTURBED

NOTES: 1. THE SIGN SHALL BE PLACED NO CLOSER THAN 10 FEET TO

THE PRESERVE LINE.2. THE SIGN SHALL COMPLY WITH COLLIER COUNTY LAND

DEVELOPMENT CODE SECTION 5.06.00 AND 3.05.05.3. MAXIMUM SIGN SPACING SHALL BE 300'.4. TEMPORARY SIGNS IDENTIFYING THE PRESERVE SHALL BE

PLACED AROUND THE PERIMETER DURING CONSTRUCTION.

MAXIMUM 2 SFFOR SIGN AREA

10' MIN

TYPE "D"

6"

6"12

"18"

8"

R2"

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DOUBLE ROWSILT FENCE (TYP)

SINGLE ROW SILTFENCE (TYP)

SINGLE ROWSILT FENCE (TYP)



DOUBLE ROWSILT FENCE (TYP)

PRESERVE

0

SCALE IN FEET

25 50 100

STO

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WA

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SURFACE WATER POLLUTION PREVENTION NOTES:

REINFORCEDCORNERS

MANAGEABLE2 FOOT

CONTAINMENT AREA

LIFTSTRAPS

DUMPINGSTRAPS

STORMINLET

OPTIONALOVERFLOW PORTS

DANDYSACK TM

DANDY SAC MAY BE SUBSTITUTED FOR SIMILAR PRODUCT .

1. INSTALL EROSION CONTROL DEVICES AROUND THE PROJECT BOUNDARY AND AS NEEDED TO PREVENTSOIL FROM LEAVING THE SITE.

2. EROSION CONTROL DEVICES WILL BE BUILT TO PREVENT SOIL FROM LEAVING THE SITE AND SHALL BEINSTALLED PRIOR TO ANY SITE GRUBBING AND/OR DEMOLITION.

3. STABILIZE ALL PERIMETER BERM AND SLOPES TO PROTECT AGAINST EROSION.

4. WRAP INLET GRATES WITH FILTER FABRIC UNTIL THE DRAINAGE AREA DRAINING TO EACH INLET ISSTABILIZED WITH EITHER PAVEMENT OR SOD.

5. MAINTAIN SILT FENCE, FILTER FABRIC, AND ALL OTHER EROSION CONTROL DEVICES UNTILSTABILIZATION IS ESTABLISHED TO PREVENT SOIL FROM LEAVING THE SITE.

6. INSTALL ALL EROSION CONTROL DEVICES AS PER FLORIDA STORMWATER EROSION AND SEDIMENTCONTROL INSPECTOR'S MANUAL.

7. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, STABILIZE THE EFFECTIVE AREA BYUSING WETTING OR OTHER ACCEPTABLE METHODS.

8. REMOVE ALL SILTATION ACCUMULATIONS GREATER THAN THE LESSER OF 12 INCHES OR ONE-HALF THEDEPTH OF THE SILTATION CONTROL DEVICE.

9. REMOVE SILTATION ACCUMULATIONS IN ANY DRAINAGE PIPE AFFECTED BY CONSTRUCTION ACTIVITIESON THE SITE PRIOR TO COMPLETION OF CONSTRUCTION.

10. MAINTAIN ALL BERM ELEVATIONS DURING CONSTRUCTION.

11. LOCATION OF EROSION CONTROL DEVICES MAY BE ADJUSTED DUE TO FIELD CONDITIONS.

12. DETAILS REPRESENT TYPICAL MEASURES FOR THE SITUATION DEPICTED. BASED ON SITE CONDITIONSALL DETAILS MAY NOT BE APPLICABLE TO THE PROJECT. USE APPROPRIATE DETAIL THE SITUATIONDEPICTED IN ENCOUNTERED ON SITE.

INLET PROTECTION

SHEET FLOW

PIPE FLOW

SINGLE ROW SILT FENCE

LEGEND

AGGREGATEFDOT # 1 COURSE

TYPE III SILT FENCE AROUND DITCH BOTTOM INLETSTYPE III SILT FENCE PROTECTION

TYPE III SILT FENCE

DITCH BOTTOM INLETCOMPLETED INLET

PROTECTION AROUND INLETS OR SIMILAR STRUCTURES

TYPE III SILT FENCE

SECTIONELEVATION

1 1/2" TYPE S-IIIASPHALTIC CONCRETEWITH LIMEROCK BASE

NTS

GRAVEL CONSTRUCTION ENTRANCE

* A TOTAL OF 250' OF DUST FREE SURFACE SHALL BEMAINTAINED BY EITHER OF THE FOLLOWING:

1. LIMEROCK BASE MAY BE WATERED TO PREVENT DUST2. LIMEROCK BASE MAY BE PRIMED3. CONSTRUCTION ROADS MAY BE PAVED WITH ASPHALTIC CONCRETE

HARD SURFACE PUBLIC ROAD

50'

6'

DO NOT DEPLOY IN A MANNER THAT SILT FENCES WILL ACT AS A DAM ACROSS PERMANENT FLOWINGWATERCOURSES. SILT FENCES ARE TO BE USED AT UPLAND LOCATIONS AND TURBIDITY BARRIERSUSED AT PERMANENT BODIES OF WATER.

SILT FENCE APPLICATIONS

SILT FLOWNOTE: SPACING FOR TYPE III FENCE TO BEIN ACCORDANCE WITH CHART I, SHEET 1OF FDOT DESIGN STANDARDS INDEX 102.

SILT FLOW

SIDEWALK

CURB &GUTTER

ROCKBAGS

DITCHDITCH

SILT FENCE

NOTE: SILT FENCE TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR STAKED SILT FENCE (LF)

FILTER FABRIC (INCONFORMANCE WITHSEC. 985 FDOT SPEC.)

2 1/2" MIN. DIA.2" x 4"1 1/2" x 1 1/2"1.33 LBS / FT. MIN.

3' O

R M

OR

E

12" M

IN.

SOFTWOODSOFTWOODHARDWOODSTEEL

POST OPTIONS:

15" T

O 1

8"8"

10' MAX.

OPTIONAL POST POSITIONS

SILT FLOW

PRINCIPAL POSTPOSITION(CANTED 20°TOWARD FLOW)

FILTER FABRIC

20°

VER

TIC

AL

NTS

NOTE: FILTER LOG MAY BE SUBSTITUTED FOR ROCK BAGS

D2

6' Max.

PER F.D.O.T. INDEX 103

TURBIDITY BARRIER

Note:

Current

Structure Alignment

100'Typical

ExistingCauseway

Proposed Toe Of Slope

Typical100'

Shore Line

100'

100'

Typi

calTyp

ical

NOTES:

TURBIDITY BARRIER APPLICATIONS

LEGENDPile Locations

Dredge Or Fill Area

AnchorMooring Buoy w/Anchor

1. Floating turbidity barriers are to be paid for under the

5. For additional information see Section 104 of the Standard Specifications.

1. Turbidity barriers are to be used in all permanent bodies of water regardless of water depth.2. Number and spacing of anchors dependent on current velocities.3. Deployment of barrier around pile locations may vary to accommodate construction operations.4. Navigation may require segmenting barrier during construction operations.

Shore Line

Limits Of Const.

TurbidityBarriers

Shore Line

Limits Of Const.

Stream Or

Tidal Creek

2. Staked turbidity barriers are to be paid for under the

Stress Plate

FLOATING TURBIDITY BARRIERS

D1

1

2

GENERAL NOTES:

D =5' Std. (Additional Panel For Depths > 5').TYPE I TYPE IID =5' Std. (Single Panel For Depths 5' or Less).

contract unit price for Floating Turbidity Barrier, LF.

contract unit price for Staked Turbidity Barrier, LF.

D2

STAKED TURBIDITY BARRIER5'

Or M

ore

18" M

in.

8"3'

COMPONENTS OF TYPES ~ AND ~~ MAY BE SIMILAR OR IDENTICAL TOPROPRIETARY DESIGNS. ANY INFRINGEMENT ON THE PROPRIETARY RIGHTSOF THE DESIGNER SHALL BE THE SOLE RESPONSIBILITY OF THE USER.SUBSTITUTIONS FOR TYPES ~ AND ~~ SHALL BE AS APPROVED BY THEENGINEER.

NOTICE:

516" Vinyl Sheathed EAW Steel Cable (9800

Lbs. Breaking Strength) With GalvanizedConnectors (Tool Free Disconnect)

Slotted PVC Connector Pipe(Metal Collar Reinforced)

18 Oz. Nylon ReinforcedPVC Fabric (300 psi Test) 5

16" Galvanized Chain

Closed Cell Solid Plastic FoamFlotation (8" Dia. Equiv.) (17 lbs.Per Ft. Buoyancy)

Curtain To Reach Bottom Up To Depths Of 10 Feet.Two(2) Panels To Be Used For Depths Greater Than 10Feet Unless Special Depth Curtains Specifically CalledFor In The Plans Or As Determined By The Engineer.

Closed Cell Solid Plastic FoamFlotation (6" Dia. Equiv.) (12 Lbs.Per Ft. Buoyancy)

18" Polypro Rope

(600 lb. BreakingStrength)

18 Oz. Nylon ReinforcedPVC Fabric (300 psi Test)With Lacing Grommets

Barrier Movement DueTo Current Action

Turbidity barriers for flowing streams and tidal creeks may beeither floating, or staked types or any combinations of typesthat will suit site conditions and meet erosion control andwater quality requirements. The barrier type(s) will be at theContractors option unless otherwise specified in the plans,however payment will be under the pay item(s) established inthe plans for Floating Turbidity Barrier and/or StakedTurbidity Barrier. Posts in staked turbidity barriers to beinstalled in vertical position unless otherwise directed by theEngineer.

Post (Options: 2" x 4" Or 212"

Min. Dia. Wood; Steel 1.33Lbs/Ft. Min.)

18 Oz. Nylon Reinforced PVCFabric (300 psi Test)

14" Galvanized

Chain

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Stormwater Pollution Prevention Plan Creative Commons

"I certify under penalty of law that this document and all attachments were prepared

under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on

my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant

penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations."

Name (Operator and/or Responsible Authority) Date

Project Name and Location Creative Commons 14050 Tamiami Trl E, Naples, FL 34114

A site map must be developed and must contain, at a minimum, the following information:

1. Drainage patterns, 2. Approximate slopes after major grading activities, 3. Areas of soil disturbance, 4. Outline all areas that are not to be disturbed, 5. Location of all major structural and non-structural controls, 6. The location of expected stabilization practices, 7. Wetlands and surface waters, and 8. Locations where stormwater may discharge to a surface water or MS4.

Exhibit 2.1 Application No. 170412-10

Page 1 of 9

Site Description Describe the nature of the construction activity: Construction 20 single family units and supporting

infrastructure.

Describe the intended sequence of major soil disturbing activities:

1. Install Erosion Control around wetlands/ROW/property line and as needed to prevent soil from leaving the site.

2. Clear and grade uplands 3. Construct dry detention ponds and stockpile

excavated material. 4. Continue clearing and grade roadways. 5. Install wastewater collection system. 6. Install storm sewer system. 7. Install water distribution system. 8. Construct roadway. 9. Final grade and install permanent grasses and

plantings. All disturbed areas are to be reseeded or sodded.

10. Remove Erosion Control when stabilization has been established to prevent soil from leaving the site.

Total area of the site: 5.81 Acres Total area of the site to be disturbed: 5.01 Acres Existing data describing the soil or quality of any stormwater discharge from the site:

Per the NRCS and Nation Cooperative Soil Survey, 95% of the soil composition was made up of St. Augustine sand (43). Depth to ground water approx. 18” – 36” below existing grade.

Estimate the drainage area size for each discharge point:

1. 5.01 acres

Latitude and longitude of each discharge point and identify the receiving water or MS4 for each discharge point:

1. LAT: 26°34'21"N LONG: 82°40'13"W Outfall pipe discharges into On-site preserve.


Page 2 of 9

Give a detailed description of all controls, Best Management Practices (BMPs) and measures that will be implemented at the construction site for each activity identified in the intended sequence of major soil disturbing activities section. Provide time frames in which the controls will be implemented. NOTE: All controls shall be consistent with performance standards for erosion and sediment control and stormwater treatment set forth in s. 62-40.432, F.A.C., the applicable Stormwater or Environmental Resource Permitting requirements of the Department or a Water Management District, and the guidelines contained in the State of Florida Erosion and Sediment Control Designer and Reviewer Manual, FDOT, FDEP (2007) and any subsequent amendments.

• Prior to clearing, a silt fence (trenched 4 inches deep and backfilled on the uphill side), shall be installed around the perimeter of the site as shown on site plan.

• During the clearing, grubbing and site grading stages, areas that are disturbed more than 7 days shall be stabilized with rye grass or other appropriate temporary vegetation applied at manufacturer’s recommendations. After seeding, each area shall be mulched with 4,000 pounds of straw per acre. On all exposed slopes that are equal to or greater than 5%, an erosion blanket shall be used until the area achieves final stabilization. A rock entrance road (that is 50ft long with a 6 inch depth of FDOT #1 stone and lined with filter fabric) shall be constructed to minimize the effects of truck traffic and sedimentation tracking both on and off of the site. There will be only one construction entrance at this site.

• After the initial site grading work, all proposed inlet(s)/outfalls, once installed, shall be protected from erosion and sediment runoff as specified in the plans. Disturbed portions of the site where construction activities have permanently ceased shall be stabilized with sod or other permanent stabilization methods (if other methods are used, this SWPPP will be modified) no later than 14 days after the last construction activity. Seeding shall be the same as in temporary seeding. All drop inlets shall be protected by either a fabric inlet filter or a prefabricated filter bag. All proposed curb inlets shall be protected by gravel filled sand bags or filter sock.

• All BMPs shall be installed and maintained as specified on the “typical” sheet. To be completed by Contractor/Subcontractor(s): TBD

Describe all temporary and permanent stabilization practices. Stabilization practices include temporary seeding, mulching, permanent seeding, geotextiles, sod stabilization, vegetative buffer strips, protection of trees, vegetative preservations, etc.

• Temporary seeding shall be rye grass or other appropriate ground covers depending upon season of installation that is applied at manufacturer’s recommendations to any disturbed areas that are inactive more than 7 days.

• Sod shall be used to stabilize the sides of the retention basin. • Filter fabric shall be placed under the rock entrance/exit and the stormwater retention pond

outfall. To be completed by Contractor/Subcontractor(s): TBD


Page 3 of 9

Describe all structural controls to be implemented to divert stormwater flow from exposed soils and structural practices to store flows, retain sediment on-site or in any other way limit stormwater runoff. These controls include silt fences, earth dikes, diversions, swales, sediment traps, check dams, subsurface drains, pipe slope drains, level spreaders, storm drain inlet protection, rock outlet protection, reinforced soil retaining systems, gabions, coagulating agents and temporary or permanent sediment basins.

• A silt fence (with the same installation as indicated under the Best Management Practices heading) shall be placed around the entire perimeter. A double row of silt fence reinforced with field fence (with the same installation as indicated under the Best Management Practices heading) shall be placed around the vegetative buffers and wetland area.

• Retention basins shown in plans may be used as temporary sediment basins (prior to being connected to a discharge structure) if needed. Care shall be taken to assure the removal of accumulated fine sediments and that the excessive compaction of soil by construction machinery is avoided.

• Inlet(s)/Outfalls shall be protected as indicated under the Best Management Practices heading. • Rock outlet protection lined with filter fabric shall be installed at all outfall points.

To be completed by Contractor/Subcontractor(s): TBD

Describe all sediment basins to be implemented for areas that will disturb 10 or more acres at one time. The sediment basins (or an equivalent alternative) should be able to provide 3,600 cubic feet of storage for each acre drained. Temporary sediment basins (or an equivalent alternative) are recommended for drainage areas under 10 acres.

• Not applicable, may use the retention basin (prior to being connected to a discharge structure) as a temporary sediment basin if needed.

Describe all permanent stormwater management controls such as, but not limited to, detention or retention systems or vegetated swales that will be installed during the construction process.

• Stormwater retention basins shall be constructed per the approved ERP permit. To be completed by Contractor/Subcontractor(s): TBD


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Describe in detail controls for the following potential pollutants Waste disposal, this may include construction debris, chemicals, litter, and sanitary wastes:

All waste materials will be collected and stored. Removal will be by a licensed solid waste management company in Lee County. The dumpsters will meet all state and local solid waste management regulations. All trash and construction debris from the site will be deposited in the dumpsters. The dumpster will be emptied a minimum of once a week or more often if necessary, and the trash will be hauled to the licensed solid waste disposal facility. No construction waste materials will be buried onsite. All personnel will be instructed regarding the correct procedure for waste disposal. Notices stating these practices will be posted in the office trailer and Project Superintendent will be responsible for seeing that these procedures are followed. In addition, Material Safety Data Sheets will be on site for all items used. All hazardous waste materials will be disposed of in the manner specified by local or State regulations or by the manufacturer. Site personnel will be instructed in these practices and the Project Superintendent will be responsible for seeing that these practices are followed. All sanitary waste will be collected from the portable units by a licensed sanitary waste management contractor in accordance with local regulation. To be completed by Contractor/Subcontractor(s): TBD


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Offsite vehicle tracking from construction entrances/exits:

A stabilized construction entrance has been provided to help reduce vehicle tracking of sediments. The paved street adjacent to the site entrance will be swept as needed, at a minimum weekly, to remove any excess mud, dirt or rock tracked from the site. Dump trucks hauling material from the construction site will be covered with a tarpaulin. To be completed by Contractor/Subcontractor(s): TBD

The proper application rates of all fertilizers, herbicides and pesticides used at the construction site:

Florida-friendly fertilizers and pesticides will be used at a minimum and in accordance with the manufacturer’s suggested application rates. The fertilizers and pesticides will be stored in a covered shed away from run off areas. The contents of any partially used bags of fertilizer will be transferred to a sealable plastic bin to avoid spills. To be completed by Contractor/Subcontractor(s): TBD

The storage, application, generation and migration of all toxic substances:

A double walled fuel tank will be placed on a drip plan to contain and prevent any drips or leaks from being discharged in stormwater runoff. All paints and other chemicals will be stored in a locked covered shed away from run off areas. A spill prevention plan is also in place to minimize the number of spills that may occur. To be completed by Contractor/Subcontractor(s): TBD

Other: All sanitary waste will be collected from the portable units by a licensed sanitary waste management contractor in accordance with local regulation and will be placed away from surface waters, wetlands, and stormwater system. No vehicle maintenance shall be conducted on-site. A wash-down area shall be designated at all times and will not be located in any area that will allow for the discharge of polluted runoff. A small-vegetated berm shall be placed around the wash-down area. To be completed by Contractor/Subcontractor(s): TBD


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Provide a detailed description of the maintenance plan for all structural and non-structural controls to assure that they remain in good and effective operating condition. Contractor shall provide routine maintenance of permanent and temporary sediment and erosion control features in accordance with the technical specifications or as follows, whichever is more stringent:

• All control measures will be inspected at least once each week and following any storm event of 0.50 inches or greater.

• All measures will be maintained in good working order; if a repair is necessary, it will be initiated within 24 hours of report.

• Silt fence will be inspected for depth of sediment, tears, to see if the fabric is securely attached to the fence posts, and to see that the fence posts are firmly in the ground.

• Built up sediment will be removed from silt fence when it has reached one-half the height of the fence.

• The perimeter berm will be inspected and any breaches promptly repaired. • Temporary and permanent grassing and planting will be inspected for bare spots, washouts, and

healthy growth. • Bare areas of the site that have been previously seeded will be reseeded as per the manufacturers’

instructions. • Maintenance shall be performed on the construction entrance when any void spaces become full

of sediment. To be completed by Contractor/Subcontractor(s): TBD

Inspections: Describe the inspection and inspection documentation procedures, as required by Part V.D.4. of the permit. Inspections must occur at least once a week and within 24 hours of the end of a storm event that is 0.50 inches or greater (see attached form). Qualified personnel will inspect all points of discharges, all disturbed areas of construction that have not been stabilized, constructed areas and locations where vehicles enter and exit the site, and all BMPs at least once every 7 calendar days or within 24 hours of the end of a rainfall event that is 0.5 inches or greater. Where sites have been finally stabilized, said inspections shall be conducted at least once every month until the Notice of Termination is filed.

To be completed by Contractor/Subcontractor(s): TBD


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This SWPPP must clearly identify, for each measure identified within the SWPPP, the contractor(s) or subcontractor(s) that will implement each measure. All contractor(s) and subcontractor(s) identified in the SWPPP must sign the following certification:

“I certify under penalty of law that I understand, and shall comply with, the terms and conditions of the State of Florida Generic Permit for Stormwater Discharge from Large and Small Construction Activities and this Stormwater Pollution Prevention Plan prepared thereunder.”

Name Title Company Name, Address

and Phone Number Date

1. TBD TBD TBD TBD

2. TBD TBD TBD TBD

3. TBD TBD TBD TBD

Identify and describe all sources of non-stormwater discharges as allowed in Part IV.A.3. of the permit. Flows from firefighting activities do not have to be listed or described.

It is expected that the following non-storm water discharges will occur from the site during the construction period:

• Water from waterline flushing • Pavement wash waters (where no spills or leaks of toxic or hazardous materials have

occurred). • Uncontaminated groundwater (from dewatering excavation if necessary).

All non-storm water discharges will be directed to the retention ponds prior to discharge. Turbid water from the stormwater pond shall not be pumped directly into receiving waters. Any pumped water shall be treated to prevent the discharge of polluted stormwater. Treatment can include but is not limited to settling ponds, silt fences, and the proper use of flocculating agents. To be completed by Contractors/ Subcontractor(s); TBD


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Stormwater Pollution Prevention Plan Inspection Report Form Inspections must occur at least once a week and within 24 hours of the end of a storm event that is 0.50 inches or greater.

Project Name: Creative Commons FDEP NPDES Stormwater Identification Number:

Location Rain data Type of control

(see below) Date installed / modified

Current Condition (see below)

Corrective Action / Other Remarks

All veg buffer areas Entrance Stormwater pond Swale Parking Lot Inlet Mulch on the Berm Condition Code:

G = Good M = Marginal, needs maintenance or replacement soon P = Poor, needs immediate maintenance or replacement C = Needs to be cleaned O = Other

Control Type Codes 1. Silt Fence 10. Storm drain inlet protection 19. Reinforced soil retaining system 28. Tree protection 2. Earth dikes 11. Vegetative buffer strip 20. Gabion 29. Detention pond 3. Structural diversion 12. Vegetative preservation area 21. Sediment Basin 30. Retention basin 4. Swale 13. Retention Basin 22. Temporary seed / sod 31. Waste disposal / housekeeping 5. Sediment Trap 14. Construction entrance stabilization 23. Permanent seed / sod 32. Dam 6. Check dam 15. Perimeter ditch 24. Mulch 33. Sand Bag 7. Subsurface drain 16. Curb and gutter 25. Geohay inlet filters 34. Other 8. Pipe slope drain 17. Paved road surface 26. Geotextile 9. Level spreaders 18. Rock outlet protection 27. Rip-rap Inspector Information:

Name Qualification Date The above signature also shall certify that this facility is in compliance with the Stormwater Pollution Prevention Plan and the State of Florida Generic Permit for Stormwater Discharge from Large and Small Construction Activities if there are not any incidents of non-compliance identified above.

* * * * * * "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations."

_______________________________________________ Name (Responsible Authority) Date


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URBAN STORMWATER MANAGEMENT PROGRAM

1.0 Introduction This document provides details of the Urban Stormwater Management Program for Creative Commons located in Collier County, FL. This Plan discusses non-structural controls, intended to improve the quality of stormwater runoff by reducing the generation and accumulation of potential stormwater runoff contaminants at or near the respective sources for each constituent, along with significant structural components of the primary stormwater treatment system. Although many of the methodologies and procedures outlined in this document are general Best Management Practices (BMP’s) which can be useful in attenuating pollutants in many types of urbanized settings, the implementation of these practices has been optimized, to the maximum extent possible, to reflect the unique character of Creative Commons and the surrounding hydrologic features. Pollution prevention guidelines are provided for the areas of nutrient and pesticide management; solid waste management; operation and maintenance of the stormwater management and treatment system; construction activities. A discussion of each of these activities is given in the following sections. 2.0 Nutrient and Pesticide Management

Nutrient and pesticide management consists of a series of practices designed to manage the use of fertilizers and pesticides so as to minimize loss of these compounds into stormwater runoff and the resulting water quality impacts on adjacent waterbodies. Implementation of a management plan will also maximize the effectiveness of the nutrients and pesticides that are applied.

2.1 General Requirements Commercial applicators of chemical lawn products must register with the property owners annually and provide a copy of their current occupational license, proof of business liability insurance, and proof of compliance with applicable education and licensing requirements. Individual employees working under the direction of a licensed commercial applicator are exempt from the educational requirements. Only registered commercial applicators and individual lot owners are permitted to apply chemicals within the property on a private lot. All chemical products must be used in accordance with the manufacturer’s recommendations. The application of any chemical product within five (5) feet of any surface water including but not limited to ponds, lakes, drainage ditches or canals, is prohibited. The use of any chemical product in a manner that will allow airborne or waterborne entry of such products into surface water is prohibited. This rule shall not apply to the use of chemical agents, by certified lake management specialists, for the control of algae and vegetation within the stormwater lakes or ponds.


Page 1 of 6

2.2 Nutrient Management Program Management and application of nutrients and fertilizers within H will adhere to the following guidelines:

A. All fertilizers shall be stored in a dry storage area protected from rainfall and ponding. B. No fertilizer containing in excess of 2% phosphate/phosphorus (P2O5) per

guaranteed analysis label (as defined by Chapter 576, Florida Statutes) shall be applied to turf grass unless justified by a soil test.

C. Fertilizer containing in excess of 2% phosphate/phosphorus (P2O5) per guaranteed analysis label shall not be applied within 5 feet of the edge of water or within 5 feet of a drainage facility.

D. All fertilizer shall be applied such that spreading of fertilizer on all impervious surfaces is minimized.

E. Liquid fertilizers containing in excess of 2% phosphate/phosphorus (P2O5) per guaranteed analysis label shall not be applied thorough an irrigation system within 10 feet of the edge of water or within 10 feet of a drainage facility.

F. Liquid fertilizers containing in excess of 2% phosphate/phosphorus (P2O5) per guaranteed analysis label shall not be applied through high or medium mist application or directed spray application within 10 feet of the edge of water or within 10 feet of a drainage facility.

2.3 Pest Management Program

Proper maintenance of plants and turf areas will minimize the ability of pests to successfully attack landscaping. Several general guidelines follow:

A. Apply fertilizer and water only when needed and in moderate amounts. Excessive amounts of either can cause rapid growth that is attractive to insects and disease.

B. Mow St. Augustine grass to a height of 3-4 inches. If cut shorter, the plants may become stressed and more vulnerable to pest infestation. Each mowing should remove no more than one-third of the leaf blade, and those cuttings should remain on the lawn to decompose.

C. It is recommended that pesticides, fungicides, and herbicides be used only in response to a specific problem and in the manner and amount recommended by the manufacturer to address the specific problem. Broad application of pesticides, fungicides and herbicides as a preventative measure is strongly discouraged.

The use of pesticides, fungicides, or herbicides is limited to products that meet the following criteria:

A. Must be consistent with the USDA-NRCS Soil Rating for Selecting Pesticides B. Must have the minimum potential for leaching into groundwater or loss from runoff C. Products must be EPA-approved D. The half-life of products used shall not exceed seventy (70) days


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3.0 Solid Waste Management In general, solid waste management involves issues related to the management and handling of urban refuse, litter and leaves that will minimize the impact of these constituents as water pollutants. Maintenance of adequate sanitary facilities for temporarily storing refuse on private premises prior to collection is considered the responsibility of the individual homeowner. Local requirements for refuse collection will be brought to the attention of every homeowner at closing for the sale of the property. Information will be distributed as necessary stating specifications for containers, separation of waste by type, where to place containers prior to collection, and established collection schedules. Fallen tree leaves and other vegetation, along with grass clippings, may become direct water pollutants when they are allowed to accumulate in swales and street gutters. All homeowners will receive periodic educational materials that address proper disposal of leaves and other vegetation to minimize water quality impacts. 4.0 Stormwater Management and Treatment System The stormwater management system for Creative Commons is designed to maximize the attenuation of stormwater generated pollutants prior to discharge to the off-site systems. Operational details and maintenance requirements of the various system components are given in the following sections.

4.1 Retention Lakes and Lake Interconnect Pipes The basic element of the stormwater management system consists of a series of interconnected retention ponds that provide stormwater treatment through a variety of physical, biological, and chemical processes. Retention pond acts similar to a natural lake by temporarily detaining stormwater runoff, allowing opportunities for treatment processes to occur, prior to slow controlled discharge of the treated water through the outfall structure. Pollutant removal processes in retention systems occur during the quiescent period between storm events. Significant removal processes include gravity settling of particulate matter; biological uptake of nutrients and other ions by plants, algae and microorganisms; along with natural chemical flocculation and complexation processes. Maintenance of the retention ponds will consist of an annual inspection. During each annual inspection, the following items will be reviewed and corrected as necessary:

A. Inspect the outfall structure to ensure free-flowing conditions and overall engineering stability of the outfall system.

B. Review the banks of the retention ponds to ensure proper side slope stabilization. C. Physically evaluate each of the ponds for evidence of excessive sediment

accumulation or erosion.


Page 3 of 6

At the completion of the inspections, a written inspection report will be prepared, listing any deficiencies that need to be addressed or corrected by the Homeowners Association.

4.2 Stormwater Inlets, Pipes and Culverts The grates should be unobstructed and the bottom, inside the inlet, should be clean. Check for any accumulation of sediment, trash such as garbage bags, or debris in the culverts connecting these inlets. Flushing out with a high-pressure hose may clean some sediment. Any noted blockage (due to a possible obstruction, or broken pipe, etc.) should prompt further investigation. Crushed or corroded culverts should be replaced with new ones of the same size.

4.3 Swales and Grassed Water Storage Areas These provide for conveyance and/or above-ground (or surface) storage of stormwater. With age, these areas usually fill in with vegetation and sediment. Swales may need to be regraded and/or revegetated. It is a good idea to compare the existing slope and dimensions of the swale with the permitted design plans prior to the removal of excess sediment or regrading. Areas that show erosion should be stabilized with appropriate material such as sod, planting, rock, sand bags, or other synthetic geotextile material. Regular mowing of grass swales is essential. These areas also improve water quality by catching sediment and assimilating nutrients, and recharge the underground water table. Remove any undesirable exotic vegetation. Culverts underneath driveways should be checked for blockage, and, if necessary, flushed with a high-pressure hose. After a storm, swales may remain wet for an extended period of time. This is normal and the water will recede gradually.

5.4 Ditches or Canals Fill material, yard waste, clippings and vegetation, sediment, trash, appliances, garbage bags, shopping carts, tires, cars, etc. should be completely removed. Also check to make sure there are no dead trees or any type of obstructions which could block the drainage flow way. Maintenance cleaning/excavation must be limited to the same depth, width and side slope as approved in the current permit. Making a ditch deeper or wider may trigger a need for a permit modification. Provisions must also be made to prevent any downstream silting or turbidity (Contact the SFWMD Resource Compliance staff if you are unsure or need clarification.) Be sure to dispose of all removed material properly so it won’t affect any other water storage or conveyance system, environmental area, or another owner’s property.

5.5 Outfall Structure (also called the Discharged Control Structure or Weir) The outfall structure should be routinely inspected to determine if any obstructions are present or repairs are needed. Trash or vegetation impeding water flow through the structure should be removed. The structure should have a “baffle” or trash collector to prevent flow blockage and also hold back any floating oils from moving downstream. Elevations and dimensions should be verified annually with all current permit information. Periodic inspections should then be


Page 4 of 6

regularly conducted to make sure these structures maintain the proper water levels and the ability to discharge.

5.6 Earthen Embankments (Dikes and Berms) Check for proper elevations, width and stabilization. Worn down berms - especially if used by all-terrain vehicles or equestrian traffic – and rainfall – created washouts should be immediately repaired, compacted and re-vegetated. 5.0 Construction Activities A Stormwater Pollution Prevention Plan (SWPPP) has been prepared for construction activities to minimize activities contamination that may be caused by erosion and sedimentation during the construction process. The plan includes provisions related to soil stabilization, structural erosion controls, waste collection disposal, offsite vehicle tracking, spill prevention and maintenance and inspection procedures. A copy of the SWPPP is attached hereto and made a part of hereof. 6.0 Permeable Paver Maintenance Segmental permeable pavement systems typically will require periodic visual inspections (preferably after a major rainstorm) to determine that the stormwater is infiltrating into the system. Areas that have pooled water standing on the surface need to be addressed as a remedial repair as opposed to normal maintenance.

6.1 Normal Maintenance Permeable paver surfaces and adjoining pavement surfaces will require standard structural BMP practices for pavement maintenance regarding sweeping procedures. A dry vacuum type sweeper may be used during dry periods to remove encrusted sediment, leaves, grass clippings, etc. Vacuum and sweeper settings may require adjustments to prevent uptake of aggregate from the paver voids and joints. Once a year sweeping will be performed during the month of May. Additional sweeping will be performed when excessive silts and fines are present, which will require additional monitoring of surface to determine silt build-up and then adjust sweeping schedule to remove accumulated debris. Additional void materials may be added by mechanically or manually sweeping into joints and void areas if necessary. Refer to specifications for type and grade. It is not recommended to utilize pressure washer on open- jointed systems. Adjacent properties, pavements, landscaped areas and grasses should be monitored periodically to ensure that run-off from these sources is not depositing silts and debris on the permeable surface. Construction traffic, agricultural areas (no ground cover), beach area, areas subject to high winds that will carry these fine particles, will require more frequent sweeping than urban areas. It is recommended that a monitoring well be installed with the system and will provide for access to bottom of system for observation for rate of ex-filtration. In addition, water samples may be removed to permit water quality to be analyzed. This should be done once on an annual basis.


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Settlements in pavement surface, access for utility repair, removal of broken or damaged pavers may be performed by an experienced paver installer. Pavers will be removed, setting bed and void materials will be salvaged and kept separate. Base materials are to be removed if access for utilities is required, Settlement repair depending on depth will be restored with additional base materials if settlement exceeds ½”. Setting bed will be made level and pavers re-instated with void materials replaced in joints and voids with compaction bringing the pavers to flush condition and ready to use.

6.2 Remedial Maintenance Application of a commercial vacuum sweeper with water jets, sweeper and vacuum bar attachment will cause evacuation of clogged void materials from joint and void openings. This material may be recycled at a wash site or new aggregate materials may be utilized. (Refer to specifications for size and grade) Jointing materials are to be swept into joints and void openings until full, typically the bottom of chamber is full.

6.3 Additional Maintenance The maintaining authority’s landscape maintenance shall include monitoring of landscape areas to ensure run off from these sources is not depositing silts or debris on the permeable surface. The pervious pavement surface must be dry vacuumed swept once a year during the Month of May. 6.4 Annual monitoring Report The maintaining association will engage a Professional Engineer in the State of Florida to make an annual visual inspection of the system and provide a written report of the condition of the system including record of the required vacuum sweeping and results of the infiltration test.

6.5 Annual System Testing Following the vacuum sweeping operation in May, the maintaining association will engage a professional engineer to test the infiltration rate of the pervious pavement system. The infiltration rate will be tested using the embedded ring infiltrameter kit proposed in the construction plan. If the rate of infiltration is less than the required 4.0 inches per hour, the professional engineer will provide written recommendations for rehabilitation and the system will be tested until the required infiltration is achieved.


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REFLECTIONLAKES

FIDDLERSCREEK

IMPERIALWILDERNESS

DRAWN BY

DESIGNED BY

REVIEWED BY

REVISIONS

DATE

DATE

DATE DRAWING No.

SHEET No.

12GGL2155

DATE

SCALE: 1" = 100'

13620 Metropolis AvenueSuite 200

Fort Myers, Florida 33912Phone (239) 274-0067

Fax (239) 274-0069 &PASSARELLA

A INC

CREATIVE COMMONSFLUCFCS AND SFWMD WETLANDS MAP

E-4

D.B.,T.S.

B.B.

B.B. 3/15/17

3/15/17

3/15/17T.S. - Revised notes 9/13/17

Exhibit No. 3.0 Application No. 170412-10 Page 1 of 1

REFLECTIONLAKES

FIDDLERSCREEK

IMPERIALWILDERNESS

DRAWN BY

DESIGNED BY

REVIEWED BY

T.S.

B.B.

B.B.

REVISIONS

3/15/17

3/15/17DATE

DATE

3/15/17

DATE DRAWING No.

SHEET No.

12GGL2155

DATE

SCALE: 1" = 100'




A INC

CREATIVE COMMONSSFWMD WETLAND IMPACT MAP

E-5

T.S. - Revised site plan 9/13/17


10097 Cleary Boulevard, Suite 303 Plantation, Florida 33324

Telephone 954.642.2427 888.301.1707 Fax 866.433.4057

December 29, 2017

Ms. Laura Layman

Section Leader - Regulation


2301 McGregor Boulevard

Fort Myers, FL 33901

Re: SFWMD Permit Application No. 170412-10

Project: Creative Commons

Panther Island Mitigation Bank Letter of Reservation

Dear Ms. Layman:

This is to confirm that the Torres Family Holdings, LLC is purchasing 0.60 freshwater UMAM

mitigation bank credits from the Panther Island Mitigation Bank for the above referenced project.

These credits are reserved accordingly.

Please do not hesitate to call if you have any questions or need further information.

Sincerely,

Desmond Duke

cc: Justin Hojnacki, SFWMD

David Torres, Torres Family Holdings, LLC

David John, Panther Island Mitigation Bank


Page 1 of 1

E8-1

Table 1. Wetland Impacts

1-1 6249 E3 3.00 4.00 3.00 0.33 0.42 0.141-2 7401 3.00 3.00 2.00 0.27 0.13 0.042-1 6249 E3 3.00 4.00 3.00 0.33 1.00 0.332-2 6219 E4 3.00 4.00 2.00 0.30 0.21 0.062-3 7401 3.00 3.00 2.00 0.27 0.04 0.01

1.80 0.58

Table 2. Secondary Impacts for On-Site Wetlands

S-1 6219 E4 3.00 4.00 2.00 0.30 0.19 0.06S-2 6249 E3 3.00 4.00 3.00 0.33 0.07 0.02

0.26 0.08

S-1 6219 E4 2.00 4.00 1.00 0.23 0.19 0.04S-2 6249 E3 2.00 4.00 2.00 0.27 0.07 0.02

0.26 0.060.02

CREATIVE COMMONSUMAM SUMMARY

Revised September 2017

Assessment Area ID Existing FLUCFCS Code(s)

Current Location

Current Water Environment

Current Community

Structure

Score/ Delta

Impact Acreage

Functional Units Lost

Wetland Impacts Total

Assessment Area ID Existing FLUCFCS Code(s)

Current Location

Current Water Environment

Current Community

StructureScore

Post-Construction Sub-Total Net Loss of Functional Units (Pre-Post)

Impact Acreage

Functional Units Lost

Pre-Construction

Pre-Construction Sub-Total Post-Construction


Page 1 of 1

Passarella & Associates, Inc. 1 of 4 #12GGL2155 09/18/17

CREATIVE COMMONS MONITORING/MAINTENANCE PLAN

September 2017

INTRODUCTION The following provides details of the wetland monitoring and maintenance plan for the 0.81± acre Creative Commons (Project) located in Section 12, Township 51 South, Range 26 East, Collier County. The construction of the Project will result in unavoidable impacts to South Florida Water Management District (SFWMD) jurisdictional wetlands. In order to offset these impacts, 0.63 credits will be purchased from Panther Island Mitigation Bank. A 0.81± acre preserve, consisting of 0.60± acre of wetlands and 0.21± acre of uplands, will be retained on the Project, but will not be used as mitigation for wetland impacts associated with the Project (Sheet E-6 of the Environmental Resource Permit (ERP) plan set). Enhancement activities within the on-site preserve area will include the treatment of exotic vegetation and will be conducted concurrently with the construction of the Project’s surface water management system. The on-site preserve will be protected in perpetuity via a Conservation Easement granted to the SFWMD. ON-SITE PRESERVE AREA The wetlands within the on-site preserve area consist of cypress and pine/cypress/cabbage palm habitat with greater than 50 percent cover by exotic vegetation. Upland areas within the on-site preserve area consist of drained cypress with greater than 75 percent exotic cover and disturbed land. The following are descriptions of the existing vegetative communities within the on-site preserve area. On-Site Wetland Habitats Cypress, Disturbed (76-100% Exotics) (FLUCFCS Code 6219 E4) The canopy vegetation includes slash pine (Pinus elliottii), bald cypress (Taxodium distichum), cabbage palm (Sabal palmetto), earleaf acacia (Acacia auriculiformis), melaleuca (Melaleuca quinquenervia), live oak (Quercus virginiana), and swamp laurel oak (Quercus laurifolia). The sub-canopy includes Brazilian pepper (Schinus terebinthifolius), myrsine (Myrsine cubana), earleaf acacia, cabbage palm, and Florida strangler fig (Ficus aurea). The ground cover for this habitat type is made up of swamp fern (Blechnum serrulatum), myrsine, Virginia creeper (Parthenocissus quinquefolia), wild coffee (Psychotria nervosa), muscadine grape (Vitis rotundifolia), caesarweed (Urena lobata), and greenbrier (Smilax auriculata).


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Cypress/Pine/Cabbage Palm, Disturbed (50-75% Exotics) (FLUCFCS Code 6249 E3) The canopy and sub-canopy are dominated by slash pine and also include bald cypress, Florida strangler fig, cabbage palm, and earleaf acacia. The sub-canopy also includes Brazilian pepper. The ground cover consists of myrsine, swamp fern, Virginia creeper, caesarweed, poison ivy (Toxicodendron radicans), broomsedge (Andropogon glomeratus), blue maidencane (Amphicarpum muhlenbergianum), Asiatic pennywort (Centella asiatica), and dog fennel (Eupatorium capillifolium). On-Site Upland Habitats Cypress, Disturbed and Drained (76-100% Exotics) (FLUCFCS Code 6215 E4) The canopy is dominated by bald cypress and also contains slash pine, cabbage palm, live oak, swamp laurel oak, and earleaf acacia. The sub-canopy is dominated by Brazilian pepper and also includes cabbage palm, earleaf acacia, Florida strangler fig, and myrsine. In this community, the ground cover consists of swamp fern, Virginia creeper, wild coffee, caesarweed, Bay Biscayne wedelia (Wedelia trilobata), and myrsine. Disturbed Land (FLUCFCS Code 740) The canopy and sub-canopy vegetation is scattered earleaf acacia. The ground cover is a mixture of species typical of disturbed areas and includes spermacoce (Spermacoce tenuior), caesarweed, and poison ivy. ON-SITE MAINTENANCE PLAN The on-site maintenance plan consists of 0.81± acre of upland and wetland preservation. The location of the on-site preserve area is shown on Sheet E-6 of the ERP plan set. Wetland and Upland Enhancement Enhancement activities consist of the treatment of exotic and nuisance species. Exotic vegetation species are identified as Category I and II invasive exotic plant species, pursuant to the most current list established by the Florida Exotic Pest Plant Council (EPPC). The exotic species to be treated include, but are not limited to, melaleuca, Brazilian pepper, earleaf acacia, downy rose-myrtle (Rhodomyrtus tomentosa), and Australian pine (Casuarina equisetifolia). Exotic treatment will be conducted by hand in the 0.60± acre of wetlands and 0.21± acre of uplands. Hand treatment of exotic and nuisance vegetation will be conducted using one or more of the following methods: (1) cut exotics within 12 inches of ground elevation and treat remaining stump with approved herbicide; (2) girdle standing melaleuca and Brazilian pepper with diameter at breast height (DBH) greater than 4 inches and apply approved herbicide to cambium; (3) foliar application of approved herbicide to melaleuca saplings, Brazilian pepper, and downy rose-myrtle; and (4) foliar application of approved herbicide or hand pulling of exotic seedlings. Cut vegetation will be removed from the preserve area.


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MONITORING Monitoring Methodology The proposed monitoring of the enhanced wetlands and uplands will consist of baseline, time-zero, and annual monitoring of vegetation and wildlife. The baseline monitoring report will document ecological conditions as they exist prior to enhancement activities. The time-zero monitoring report will document conditions immediately following wetland and upland enhancement. The annual reports will document conditions following enhancement activities. Sampling locations and methodology for the baseline, time-zero, and annual monitoring reports will utilize identical methods of data collection from identical sampling stations. Vegetation Monitoring Wetland and upland vegetation will be monitored prior to and following enhancement activities. Sampling in wetland areas will involve canopy, sub-canopy, and ground cover strata at fixed monitoring locations established within the enhancement areas. A qualitative description of canopy and sub-canopy vegetation species will be documented at each monitoring point. Wildlife Monitoring Regular observations of wildlife will be made during the monitoring events by qualified ecologists. Observations will consist of recording evidence and signs of wildlife (i.e., direct sightings, vocalizations, burrows, nests, tracks, droppings, etc.). Photographic Documentation Permanent fixed-point photograph stations will be established in the monitored areas providing physical documentation of the condition and appearance of an area, as well as any changes taking place within it. Monitoring photographs will accompany vegetation data in each report. Locations of photograph stations will remain the same throughout the duration of the monitoring program. MONITORING REPORTS The permittee will submit annual monitoring reports to the SFWMD documenting the condition of the preserve area. Within 60 days of permit issuance, the baseline wetland monitoring report will be submitted to the SFWMD. The time-zero monitoring report will be submitted within 60 days of completion of the exotic treatment activities. Annual monitoring reports will be prepared for a period of five years and will include the following information: • Brief description of any maintenance work performed since the previous report along with a

discussion of any modifications to the maintenance program;


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• Brief description of anticipated maintenance work to be conducted over the next year;

• Results of qualitative vegetation monitoring conducted in the enhanced wetland and upland preserves;

• A list of observed wildlife species; and • Monitoring photographs taken at photograph stations within the enhanced wetland and

upland preserves. CONSERVATION EASEMENTS The 0.81± acre on-site preserve area will be placed in a conservation easement granted to the SFWMD. The conservation easement will ensure that the on-site preserve area will remain in a natural state in perpetuity. This preserve will not be disturbed by dredging, filling, land clearing, agricultural activities, or other construction work whatsoever, except those activities described in this monitoring and maintenance plan. MAINTENANCE AND LONG-TERM MANAGEMENT Following the completion of the initial exotic treatment event, annual inspections of the on-site preserve area will occur for the first two years. During these inspections, the preserve areas will be traversed by qualified ecologists. Locations of exotic and/or nuisance species will be identified for treatment with an appropriate herbicide. Any additional potential problems will be noted and corrective actions will be taken. Once exotic/nuisance species levels have been reduced to acceptable limits (i.e., less than five percent cover), inspections of the preserve areas will be conducted annually.


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REFLECTIONLAKES

FIDDLERSCREEK

IMPERIALWILDERNESS

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DRAWN BY

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REFLECTIONLAKES

FIDDLERSCREEK

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DRAWN BY

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B.B.

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REVISIONS

3/15/17

3/15/17DATE

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3/15/17

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12GGL2155

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PROPERTY BOUNDARY

PREPARED FOR: SECTION: TOWNSHIP: RANGE:

CREATIVE COMMONS

TORRES FAMILY TRUST, LLC

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WALDROPENGINEERING

CIVIL ENGINEERING

28100 BONITA GRANDE DRIVE - SUITE 305

BONITA SPRINGS, FL 34135

P: 239-405-7777 F: 239-405-7899

EMAIL: [email protected]

COUNTY,12 51S 26E

FLORIDA

CE LOCATION MAP

PLANNING LANDSCAPE ARCHITECTURE

65201E0702.dwg1 OF 1

NORTH

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12345 Blasingim Road • Fort Myers, FL 33966

AN EASEMENT LYING IN SECTION 12, TOWNSHIP 51 SOUTH, RANGE 26 EAST,

COLLIER COUNTY, FLORIDA.

(CONSERVATION EASEMENT)

AN EASEMENT SITUATED IN THE STATE OF FLORIDA, COUNTY OF COLLIER, LYING IN SECTION 12, TOWNSHIP 51 SOUTH, RANGE 26 EAST, BEING OVER AND ACROSS THE PARCEL AS DESCRIBED IN OFFICIAL RECORDS BOOK 4869, PAGE 2269, COLLIER COUNTY PUBLIC RECORDS AND BEING FURTHER BOUNDED AND DESCRIBED AS FOLLOWS: COMMENCING AT THE WEST QUARTER CORNER OF SAID SECTION 12; THENCE S.01°01'01"W. ALONG THE WEST LINE OF SAID SECTION 12 AND THE WEST LINE OF SAID PARCEL AS DESCRIBED IN OFFICIAL RECORDS BOOK 4869, PAGE 2269, FOR 328.34 FEET; THENCE S.88°59'56"E. ALONG THE SOUTH LINE OF SAID PARCEL FOR 30.00 FEET TO THE EAST LINE OF A 60.00 FOOT WIDE ROADWAY EASEMENT AS DESCRIBED IN OFFICIAL RECORDS BOOK 185, PAGE 466, SAID PUBLIC RECORDS; THENCE N.01°01'01"E. ALONG SAID EASEMENT LINE, FOR 26.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE N.01°01'01"E. ALONG SAID EASEMENT LINE FOR 85.00 FEET; THENCE S.88°59'56"E. FOR 170.41 FEET; THENCE N.17°36'17"E. FOR 151.31 FEET; THENCE S.88°59'56"E. FOR 59.98 FEET; THENCE S.00°55'27"W. FOR 230.00 FEET; THENCE N.88°59'56"W. FOR 273.95 FEET TO THE POINT OF BEGINNING. SAID EASEMENT CONTAINS 35125.20 SQUARE FEET, 0.81 ACRES, MORE OR LESS. BEARINGS ARE BASED ON THE WEST LINE OF SECTION 12 AS BEARING S.01°01'01"W. TRASK SURVEYING, P.A. SEPTEMBER 22, 2017 FLORIDA LICENSED BUSINESS LB8082 KENNETH E. TRASK PROFESSIONAL LAND SURVEYOR FLORIDA LICENSE LS4684

SHEET 1 OF 2


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Work Schedule Requirements


170412-10Application No :

Exhibit No :

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CREATIVE COMMONS

SUBMIT RECORDED CONSERVATION EASEMENT

SUBMIT MITIGATION BANK DOCUMENTATION

SUBMIT BASELINE MONITORING REPORT

SUBMIT TIME ZERO MONITORING REPORT

SUBMIT FIRST MONITORING REPORT

SUBMIT SECOND MONITORING REPORT

SUBMIT THIRD MONITORING REPORT

SUBMIT FOURTH MONITORING REPORT

SUBMIT FIFTH MONITORING REPORT

Activity

06-MAR-18

06-APR-18

01-APR-18

01-SEP-18

01-SEP-19

01-SEP-20

01-SEP-21

01-SEP-22

01-SEP-23

Due DateMitigation Plan ID:

Exhibit No. 3.7Application No. 170412-10

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STAFF REPORT DISTRIBUTION LIST

CREATIVE COMMONS

11-03940-PPermit No:

Application No: 170412-10

INTERNAL DISTRIBUTION

Justin M.HojnackiPakorn Sutitarnnontr, P.E.Laura LaymanBrian Rose, P.E.

EXTERNAL DISTRIBUTION

X Permittee - Torres Family Holdings L L C

A. Waterhouse, P.E.

GOVERNMENT AGENCIES

Div of Recreation and Park - District 4 - Chris Becker, FDEPUS Army Corps of Engineers Permit Section

OTHER INTERESTED PARTIES

Audubon of Florida - Charles Lee

X Engr Consultant - Waldrop EngineeringX Engr Consultant - Waldrop EngineeringX Env Consultant - Passarella And Associates Inc

XXXXX

X

X

X

south florida water management district ......collier county, sec 12 twp 51s rge 26e see special...

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