environmental compliance notes

PERMANENT WETLAND IMPACT AREA SCHEDULE

ID IMPACT DESCRIPTION AREA (SF) AREA (AC) VOLUME (CY) JURISDICTION

PERMANENT OPEN WATER IMPACT AREA SCHEDULE


TEMPORARY OPEN WATER IMPACT AREA SCHEDULE


4-01 WORK AREA / E&S CONTROLS 2532.08 0.0581 N/A USACE




TOTAL TEMPORARY OPEN WATER IMPACTS USACE26.120.0162709.29

4-01 29" X 45" RCP PIPE 191.00 0.0043 16.50 USACE

4-02 WORK AREA / E&S CONTROLS 186.52 0.0043 3.45 USACE


USACEN/A0.20689016.44TOTAL TEMPORARY WETLAND IMPACT AREAS





TEMPORARY WETLAND IMPACT AREA SCHEDULE





9-01 FILL / RIP RAP 34.22 0.0011 0.92 USACE

9-02 FILL / RIP RAP 30.43 0.0004 0.31 DNREC

9-02 FILL 19.08 0.0004 N/A USACE

9-03 FILL 387.05 0.0089 N/A DNREC

9-01 FILL 797.71 0.0183 N/A USACE

9-04 FILL 1456.21 0.0334 N/A DNREC

2-01 FILL 1139.66 0.0262 N/A USACE

2-02 FILL / 36" RCP PIPE 2808.44 0.0645 N/A USACE

2-03 FILL 815.07 0.0187 N/A USACE

4-01 FILL / RIP RAP 1491.44 0.0342 N/A USACE

4-02 RIP RAP 193.47 0.0044 N/A USACE

4-03 RIP RAP 67.62 0.0016 N/A USACE


5-01 FILL 1154.15 0.0265 N/A USACE

5-02 FILL 332.46 0.0076 N/A USACE

5-03 FILL 912.03 0.0209 N/A USACE


USACEN/A0.248210810.99TOTAL PERMANENT WETLAND IMPACT AREAS

DNRECN/A0.04231843.26TOTAL PERMANENT WETLAND IMPACT AREAS

2-01 FILL / 36" RCP PIPE 422.11 0.0097 4.12 USACE

4-01 RIP RAP 346.86 0.0079 3.33 USACE

TOTAL PERMANENT OPEN WATER IMPACTS USACE8.370.0188803.19

TOTAL PERMANENT OPEN WATER IMPACTS DNREC0.310.000430.43

COMPLIANCE PLANENVIRONMENTAL

42

CONTRACT

T201200902

COUNTYDESIGNED BY:

CHECKED BY:

BRIDGE NO.

SUSSEX

ADDENDA / REVISIONS SECTION

SHEET NO.

\\D

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10:3

6

5-O

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021

SR24 AT ANGOLA ROAD ARROW HEAD ROAD ANDHSIP SC, SR24 AT CAMP N/A

W. NAUMAN

C. ESHAM

PD

NOT TO SCALE

MIGRATORY BIRDS - NONE

ENDANGERED SPECIES - NONE

FISHERIES - NO IN-WATER WORK FROM MARCH 1 TO JUNE 30

CONSTRUCTION RESTRICTIONS:B.

PERIOD.

CONSTRUCTION IN THE PERMITTED AREA(S) AND ENSURE THEY ARE DISPLAYED ON-SITE DURING THE ENTIRE CONSTRUCTION

THE CONTRACTOR MUST ENSURE THAT THESE PERMITS/APPROVALS ARE IN THEIR POSSESSION PRIOR TO BEGINNING**

RESPONSIBLE FOR COORDINATING AND/OR OBTAINING THESE APPROVALS.

THE PERMITS/APPROVALS LISTED ARE THOSE REQUIRED FOR THIS PROJECT. THE ENVIRONMENTAL STUDIES SECTION IS*

DNREC - WATER QUALITY (WQC) & COASTAL ZONE CONSISTENCY (CZM): ISSUED NWP 23

DNREC - WETLANDS & SUBAQUEOUS LANDS (WLSL): WETLANDS & SUBAQEOUS LANDS PERMIT

U.S. ARMY CORPS OF ENGINEERS (COE): NATIONWIDE PERMIT NWP 23 WITH PRECONSTRUCTION NOTIFICATION (PCN)

PERMIT REQUIREMENTS/APPROVALS *:A.

NATURAL RESOURCE ISSUES:2.

ENVIRONMENTAL COMPLIANCE NOTES

FORTH IN THE ENVIRONMENTAL STATEMENT AND PERMITS.

USE OF THIS SHEET DOES NOT ALLEVIATE THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL CONDITIONS SETC.

AND APPROVAL.

[email protected]) TO ALLOW FOR COORDINATION WITH THE APPROPRIATE RESOURCE AGENCIES

NECESSARY, CONTACT THE ENVIRONMENTAL STUDIES SECTION AT (302-760-2264 OR

IF A DEPARTURE FROM THE APPROVED PLANS (WHICH WOULD AFFECT ANY NATURAL AND/OR CULTURAL RESOURCES) ISB.

PURPOSES.

CALCULATIONS ARE FOR THE AGENCY PERMIT REPORTING PURPOSES ONLY AND ARE NOT TO BE USED FOR BIDDING

THE PURPOSE OF THIS SHEET IS TO IDENTIFY THOSE ITEMS ASSOCIATED WITH ENVIRONMENTAL COMPLIANCE. IMPACTA.

GENERAL NOTES:1.

WILL BE INCIDENTAL TO ITEM 909005 - STREAM DIVERSION.

OCCURS AFTER STREAM DIVERSION REMOVAL, USE A TURBIDITY CURTAIN TO MINIMIZE IN-STREAM SEDIMENTATION. PAYMENT

THE TOPSOIL/SEED/MULCH CAN BE PLACED BEFORE OR AFTER THE REMOVAL OF THE STREAM DIVERSION. IF THE PLACEMENTE.

INCIDENTAL TO THE RIPRAP ITEM. ALL OTHER ITEMS WILL BE PAID FOR UNDER THEIR RESPECTIVE ITEMS.

INITIAL CHOKING WITH TOPSOIL THROUGH THE SEEDING AND MULCHING PRIOR TO ANY RAIN EVENT. DELAWARE #57 STONE IS

ECB AT TOE OF SLOPE CAN BE EITHER TRENCHED IN OR STAPLED AT 6" ON CENTER. COMPLETE ALL WORK, STARTING WITH THE

OPERATION, INSTALL ITEM 908020 - EROSION CONTROL BLANKET (ECB) MULCH, OR OTHER BLANKET AS SHOWN ON THE PLANS.

RIPRAP. SLOPE SEEDING WILL BE DONE WITH ITEM 908019 - STREAMBANK SEED MIX, SEEDING. FOLLOWING THE SEEDING

TOPSOIL SO THAT THE RIPRAP PEAKS ARE BARELY VISIBLE. PLACE AN ADDITIONAL 6-INCH TOPSOIL LAYER ON TOP OF THE

CHOKE MATERIAL TO PREVENT THE LOSS OF TOPSOIL THROUGH THE RIPRAP, AND THEN FINISH FILLING THE VOIDS WITH

CHOKE ALL RIPRAP ON THE STREAM BANK, OUTSIDE THE CHANNEL BED, WITH DELAWARE #57 STONE. PLACE JUST ENOUGHD.

ACTION AT THE CONTRACTOR'S EXPENSE.

RIPRAP OR BENEATH THE STRUCTURE). IF THIS IS NOT ACHIEVED, THE CONTRACTOR WILL BE REQUIRED TO TAKE CORRECTIVE

CONDITIONS, THE FLOW MUST REMAIN ABOVE GROUND AND ABOVE THE RIPRAP (I.E. THE FLOW CANNOT BE "LOST" IN THE

WHEN ALL EROSION AND SEDIMENT CONTROL MEASURES ARE REMOVED AND THE STREAM RETURNS TO ITS NATURAL FLOWC.

PAYMENT UNDER ITEM 707500 - CHANNEL BED FILL.

CONDITIONS. FILL ANY CAVITIES OR SCOUR HOLES RESULTING FROM CONSTRUCTION ACTIVITIES WITH CHANNEL BED FILL.

LOCATION OF SUMP PITS, STABILIZED OUTFALLS, TEMPORARY PIPES AND/OR SANDBAG DIKES AND DIVERSIONS) TO EXISTING

RESTORE OTHER AREAS OF THE CHANNEL BOTTOM AFFECTED BY CONSTRUCTION (INCLUDING, BUT NOT LIMITED TO, THEB.

ELEVATIONS WILL BE AS NOTED ON THE PLANS. PAYMENT UNDER ITEM 707500 - CHANNEL BED FILL.

ELEVATIONS WITH EXISTING ELEVATIONS AT THE UPSTREAM AND DOWNSTREAM PROJECT LIMITS. THROUGH THE STRUCTURE,

209002 - BORROW, TYPE B. COVER THE RIPRAP WITH A MINIMUM OF 12" CHANNEL BED FILL. MATCH THE FINAL CHANNEL

BORROW TYPE 'B' SO THAT ALL OF THE VOIDS IN THE RIPRAP ARE FILLED WITH SPECIFIED MATERIAL. PAYMENT UNDER ITEM

ALL RIPRAP IN THE CHANNEL BOTTOM (I.E. BELOW THE WATER LINE) ONE FOOT BELOW STREAM BED ELEVATION AND CHOKE WITH

NOT EXIST ON-SITE, ANY NEW MATERIAL MUST CONFORM TO THE REQUIREMENTS OF ITEM 707500 - CHANNEL BED FILL. RECESS

STREAM BOTTOM MATERIAL OR THE FURNISHING OF OFFSITE MATERIAL. IF SUFFICIENT SOURCES FOR CHANNEL BED FILL DO

FOLLOW THE SPECIAL PROVISION FOR ITEM 707500 - CHANNEL BED FILL IN REGARDS TO THE SALVAGING OF ON-SITE NATURALA.

STREAM RESTORATION AND RIPRAP TREATMENT:4.

CLEARLY MARK ALL TREES TO BE REMOVED WITH PAINT PRIOR TO THE EROSION AND SEDIMENT CONTROL MEETING.D.

[email protected]) CAN PROVIDE FURTHER GUIDANCE REGARDING THIS METHOD OF INSTALLATION.

THE SILT FENCE IS INCIDENTAL TO ITEM 905001 - SILT FENCE. THE ENVIRONMENTAL STUDIES SECTION (302-760-2259 OR

SANDBAGS AND CFLS (AND CONTENTS) IN THEIR ENTIRETY WHEN NO LONGER NEEDED. SANDBAGS/CFLS USED TO SECURE

WETLANDS IN LIEU OF TRENCHING UNLESS PROPER EROSION AND SEDIMENT CONTROL CANNOT BE MAINTAINED. REMOVE

USE SANDBAGS OR COMPOST FILTER LOG (CFL) TO SECURE SILT FENCE AT AREAS ADJACENT TO WOODED UPLANDS/ ALLC.

ANY CONTRACTOR ACCESS BEYOND THE LIMIT OF CONSTRUCTION IS STRICTLY PROHIBITED.

WATER/WETLANDS EXIST WITHIN 20 FEET OF THE LIMIT OF CONSTRUCTION (AS SHOWN ON CONSTRUCTION PLAN SHEETS).

WETLANDS ARE BEING IMPACTED (AS SHOWN ON ENVIRONMENTAL COMPLIANCE SHEETS), AND ALSO IN ANY AREA WHERE

USE SILT FENCE OR CONSTRUCTION SAFETY FENCE ALONG THE LIMITS OF CONSTRUCTION IN ALL AREAS WHERE WATERB.

TO GRADE AND SEED WITH ITEM 908017 - TEMPORARY GRASS SEEDING (ANNUAL RYEGRASS).

FLUSH WITH THE GROUND (I.E. NO DISTURBANCE OF THE ROOT MAT). RESTORE TEMPORARILY DISTURBED WETLAND AREAS

CONSTRUCT PROJECT COMPONENTS SUCH AS FOUNDATIONS AND RIPRAP PROTECTION IS PERMITTED. CUT VEGETATION

621500 - TEMPORARY TIMBER MAT. IN WETLAND AREAS THAT ARE CLEARED, NO GRUBBING EXCEPT WHERE NECESSARY TO

EQUIPMENT TRAVERSING WETLANDS AND SUBAQUEOUS LAND ON MATS. PAYMENT FOR MATS WILL BE MADE UNDER ITEM

KEEP CLEARING IN WETLAND AREAS TO A MINIMUM ABSOLUTELY NECESSARY FOR CONSTRUCTION ACCESS. SUPPORT ALLA.

PROTECTION OF RESOURCES:5.

NONEA.

CULTURAL RESOURCE ISSUES:3.

108+00 109+00 110+00 111+00 112+00 113+00 114+00

215

+00

216

+00

217

+00

218

+00

50+00

51+00

40774DEC

POLESIGNAL

40775DEC

VER-C (

B)

VER-C (

B)

POLESIGNAL

40776DEC

VER-C (

B)

VER-C (B)

114894DEC

CABINETSIGNAL

POLESIGNAL

102099DEC

VER-C (

B)

POLESIGNAL

40777DEC

118261DEC

40778DEC

118260DEC

32232DEC

32231DEC

12" RCP

VER-C (B)VER-C (B)

15" CMP

102100DEC

NUMBERNO

VER-C (B)

VER-C (B)

WO

ODS

36"

RCP

CORE 6

CORE 5

CORE 7

CORE 8

DEC-E (B)

DEC-E (B)

UNK

TU-W (

B)

SC-S (B)

SC-S (C

) SR 24SR 24

RO

AD

RO

BIN

SO

NVIL

LE

AN

GO

LA R

OA

D

TU-W (

B)

T

23ATP

TP 36A

WELL

TP 19A

WV

I.P.

S

30ATP

PER D 3

394 0

52

TU E

ASE

MENT

25'

25'

25'

25'

45'

40'

45'

45'

45'

40'

45'

PB 74-03D 2926 348

DICK ENNIS, INC234-11.00-56.03

PB 70-304D 2588 113

CARLTON 0. DORMAN234-11.00-60.01

PB 234-51D 4575 167

CARLTON O. DORMAN234-11.00-60.00

D 4276 126DOUBLE DB LP234-11.00-49.00

D 4276 126DOUBLE DB LP234-11.00-49.00

PB 7

4-0

3

D 2

926 3

48

DIC

K E

NNIS, IN

C

234-1

1.00-5

6.03 30'

30'

25'

25'

PE

4

7

8

9

9

AREA (SF) AREA (AC) VOLUME (CY)IMPACT DESCRIPTIONID JURISDICTION


AREA (SF) AREA (AC) VOLUME (CY)IMPACT DESCRIPTIONID JURISDICTION


W

03

W

01

O

01

W

02

LEGEND

ORDINARY HIGH WATER / WETLANDOHW/WL

WETLAND BOUNDARYWL

IMPACT AREA TYPE ID. (SEE BELOW)

IMPACT AREA ID. AND/OR NUMBER

XX

?X

O = OPEN WATER IMPACT

W = WETLAND IMPACT

T

03

T = TEMPORARY IMPACT

T

01

T

02







OT

01

2-01 FILL 1139.66 0.0262 N/A USACE

2-02 FILL / 36" RCP PIPE 2808.44 0.0645 N/A USACE

2-03 FILL 815.07 0.0187 N/A USACE

USACEN/A0.10944763.17TOTAL PERMANENT WETLAND IMPACT AREASTEMPORARY OPEN WATER IMPACT AREA SCHEDULE



2-01 FILL / 36" RCP PIPE 422.11 0.0097 4.12 USACE PERMANENT IMPACT AREA

TEMPORARY IMPACT AREA

43

SCALE

0

FEET

30 60 90

N

CONTRACT

T201200902

COUNTYDESIGNED BY:

CHECKED BY:

BRIDGE NO.

SUSSEX


SHEET NO.

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SR24 AT ANGOLA ROADARROW HEAD ROAD AND HSIP SC, SR24 AT CAMP N/A

W. NAUMAN

C. ESHAM

PD

EC-02

COMPLIANCE PLAN

ENVIRONMENTAL

MA

TC

H

LIN

E S

TA 11

4+

50

MATCH LINE STA 214+50

MA

TC

H

LIN

E S

TA 10

8+

00

MATCH LINE STA 218+50

LOC

LOC

R/

W-3

PE-2

R/W-3

TCE-4

TCE-3

TCE-1

PE-1

R/W-1 R/W-1PE-1

R/W-3

R/W

TCE

R/

W

TCE

PE

206+00

207+00

208+00209+00

210+00211+00 212+00

213+00

214+00

32226DEC

WOODS

VER-C (B)

MED-C (B)

SC-SS (

B)

DEC-E (B)

4' W

OO

D

TU-W (C)

WOODS

32224DEC

32227DEC

32228DEC

36" C

PP

MED-C (B)

D120DEC

UNK

VER-C (B)

P120 1

VER-C

VER-C (B)

WOODS

WOODS

CORE 11

TU-W (B)

TU-W (B)

SC-S (B)

SC-S (B)

ANGOLA ROAD

ANGOLA ROAD

F.H.

T

WV

TP 27AWV

TP 28A

TP 50

I.P.

S

T

T

I.P.

T

TP 29A

S

I.P.

S

I.P.

PER D 2082 205

DEC EASEMENT

PER D 2082 205

DEC EASEMENT

PER D 3394 052

TU EASEMENT

30'

40'

30'

30'

30'

30'

40'

40'

40'

45'

40'

45'

40'

3

5

17

4

D 3667 125SUSSEX COUNTY234-11.00-52.01

D 4611 105ELEANOR JOAN BAKER

234-11.00-52.00

D 4617 8DRY DOCK RECOVERY, INC.

234-11.00-55.00

D 3624 1DONALD W. DORMAN AND HELEN G. DORMAN

234-11.00-56.02

PB 74-03D 4031 164

RENDALL WHIBLEY AND ANN MARIE WHIBLEY, H/W234-11.00-56.09

PB 74-03D 2926 348

DICK ENNIS, INC234-11.00-56.03

D 4276 126DOUBLE DB LP234-11.00-49.00

XXX

W

01O

01

W

02

OT

01

W

03

W

04



LEGEND



WETLAND BOUNDARYWL



XX

?X


W = WETLAND IMPACT

PERMANENT IMPACT AREA


T

01

T

04




T

02

OT

02

T

03

OT

03


4-04 WORK AREA / E&S CONTROLS 2443.49 0.0561 N/A USACETEMPORARY OPEN WATER IMPACT AREA SCHEDULE


TOTAL TEMPORARY OPEN WATER IMPACTS USACE23.340.0128558.85

4-01 29" X 45" RCP PIPE 191.00 0.0043 16.50 USACE



4-01 RIP RAP 346.86 0.0079 3.33 USACE


4-02 RIP RAP 193.47 0.0044 N/A USACE

4-03 RIP RAP 67.62 0.0016 N/A USACE






TOTAL PERMANENT WETLAND IMPACT AREAS USACEN/A0.06202703.37

MA

TC

H

LIN

E S

TA 214

+50

44

COMPLIANCE PLAN

ENVIRONMENTAL

EC-04

SCALE

0

FEET

30 60 90

N

CONTRACT

T201200902

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SHEET NO.

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021

SR24 AT ANGOLA ROADARROW HEAD ROAD ANDHSIP SC, SR24 AT CAMP N/A

W. NAUMAN

C. ESHAM

PD

TCE-1

TCE-1

TCE-3

TCE-3

R/W-3

TCE

14'13'

12'11'

9'

8'

10'

219+00

220+00

221+00

222+00

223+00224+00 225+00 226+00

52+00 53+00 54+00 55+00 56+00

PO

E 5

6+12.6

6

EXISTING R/W

EXISTING R/W

25'

25'

40'

25'

45'

45'

30'

21

2

3

PB 234-51D 4575 167

CARLTON O. DORMAN234-11.00-60.00

PB 70-304D 2588 113


PB 70-304D 2588 113


D 4823 308 DOUBLE DP LP,234-11.00-49.00

W

02

W

03

W

01

W

04

T

01

W

02

T

03

LEGEND


WETLAND BOUNDARYWL



XX

?X


W = WETLAND IMPACT

PERMANENT IMPACT AREA









5-01 FILL 1154.15 0.0265 N/A USACE

5-02 FILL 332.46 0.0076 N/A USACE

5-03 FILL 912.03 0.0209 N/A USACE




USACEN/A0.05802527.66TOTAL PERMANENT WETLAND IMPACT AREASN

SCALE

0

FEET

30 60 90

45

COMPLIANCE PLAN

ENVIRONMENTAL

EC-05

CONTRACT

T201200902

COUNTYDESIGNED BY:

CHECKED BY:

BRIDGE NO.

KENT


SHEET NO.

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021

SR24 AT ANGOLA ROADARROW HEAD ROAD ANDHSIP SC, SR24 AT CAMP N/A

W. NAUMAN

C. ESHAM

PD

MA

TC

H

LIN

E S

TA 218

+50

TCE-2R/W-2

TCE-2

R/W-2

TCE-2

TCE-1

TCE-1

PE-3

environmental compliance notes

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