A21 - W912PM21B0005 - PLANS(locked)_Eagle Island_Cell2(issued).pdf

PDF 29 MB Posted Jul 14, 2021

Attached to: Eagle Island Cell 2, Erosion Protection Federal contract opportunity
Solicitation number: W912PM21B0005
Issued by: Department of the Army Corps of Engineers Engineering District Wilmington

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides details on a federal contract opportunity for erosion protection work at Eagle Island Cell 2 in Brunswick County, North Carolina. The U.S. Army Corps of Engineers, Wilmington District is seeking a contractor to construct approximately 1,000 linear feet of erosion protection along the toe berm and dike toe on the Cape Fear River side of Cell 2. The work also includes general grading of the existing dike and toe berm, placement of bedding and riprap materials, and sediment and erosion control. The contract is set aside for small businesses and has an anticipated value between $1,000,000 and $5,000,000. The solicitation is expected to issue on June 30, 2021 as an invitation for bid resulting in a single award firm fixed price contract. Interested contractors must register in the System for Award Management to receive solicitation documents and be eligible for award. The points of contact listed can provide additional details.

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A21 - W912PM21B0005 - PLANS(unlocked)_Eagle Island_Cell2(issued).pdf	PDF	Jul 14, 2021
A21 - W912PM21B0005 - SPECS_Eagle Island_Cell2(issued).pdf	PDF	Jul 14, 2021

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ISSUE DATE: JULY 2021

US Army Corps of Engineers ®

SOLICITATION NO.: W912PM21B0005

CONTRACT NO.: TBD

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EAGLE ISLAND CELL 2

EROSION PROTECTION

BRUNSWICK COUNTY, NORTH CAROLINA

Wilmington District

G-001

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_c ov er

.d w g

CONTROLLED UNCLASSIFIED INFORMATION (CUI)

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(C U

Approval Recommended: *

Approved: *

DATE

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION

CHIEF, ENGINEERING BRANCH

* THIS PROJECT WAS DESIGNED BY THE U.S. ARMY CORPS OF ENGINEERS,

WILMINGTON DISTRICT. INDIVIDUALS WHOSE SIGNATURES AND REGISTRATION

DESIGNATIONS APPEAR ON THESE DOCUMENTS ARE OPERATING WITHIN THE

SCOPE OF THEIR EMPLOYMENT. SIGNATURES ARE REQUIRED BY ER 1110-1-8152.

CHIEF, DESIGN and GENERAL ENGINEERING SECTION

AND APPROVAL OF ALL DRAWINGS IN THIS SET AS INDEXED ON SHEET GI01.

7-13-21

Carolina

Beach

Wrightsville

Beach

Wilmington

Southport

C a p e

F a r

R i v e r

INDEX OF DRAWINGS

Sheet No. Title

PROJECT LOCATION

HYDE

BEAUFORT

PITT

EDGECOMBE

WASHINGTON

TYRREL

DARE

PAMLICO

CRAVEN

JONES

ONSLOW

DUPLIN

PENDER

BRUNSWICK

COLUMBUS

BLADEN

ROBESON

HOKE

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LEE

CHATHAM

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PERSON

ORANGE

DURHAM

WAKE

JOHNSTON

FRANKLIN

VANCE

WARREN

HALIFAX

NORTHAMPTON

HERTFORD

GATES

NASH

WILSON

SAMPSON

CUMBERLAND

CARTERET

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L E

MARTIN

BERTIE

PAMLICO SOUND

ATLANTIC O

CEAN

GREENE

LENOIR

WAYNE

V I R G I N I A

S O U T H C A R O L I N A

HARNETT

Wilmington

Manteo

Elizabeth City

Cape Hatteras

Cape Lookout

Cape Fear

Rodanthe

PROJECT

Morehead

City

Not To Scale

SCALE IN MILES

PROJECT OVERVIEW

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132117

TO I-40

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EAGLE ISLAND DISPOSAL AREA

INDEX OF DRAWINGS, PROJECT OVERVIEW AND LOCATION MAPS

EAGLE ISLAND DISPOSAL AREA LOCATION MAP

CELL 2 & 3 BORING LOCATIONS

OVERALL SITE PLAN

CELL 2 SITE PLAN - EAST STA. 7+00 TO STA. 25+00

TYPICAL SECTIONS AND DETAILS

EROSION & SEDIMENT CONTROL DETAILS

GI01

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CN301

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AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text Bald Head Island

AutoCAD SHX Text

ROANOKE

AutoCAD SHX Text

RIVER

AutoCAD SHX Text

NEUSE

AutoCAD SHX Text

RIVER

AutoCAD SHX Text

CHOWAN

AutoCAD SHX Text

CAPE

AutoCAD SHX Text

FEAR

AutoCAD SHX Text

RIVER

AutoCAD SHX Text

SPILLWAY NO. 8

SPILLWAY NO. 7

SPILLWAY NO. 6

SPILLWAY NO. 5

SPILLWAY NO. 4

EXISTING SPILLWAY NO. 2

EXISTING SPILLWAY NO. 3

E 2,310,000 N 160,000

EXISTING SPILLWAY NO. 1

CELL NO. 2 DIKE

AUTHORITY DOCKS

N.C. STATE PORTS

TO US

HWY 421

E 2,315,000 N 175,000

US ARMY ENGINEER

REPAIR YARD

ACCESS ROAD

CAPE FEAR

MEMORIAL BRIDGE

U.S. 74, 76, BUS 17

& 421

EAGLE ISLAND

DISPOSAL AREA

CELL 3EAGLE ISLAND

DISPOSAL AREA

CELL 2

C R

- 2

C R

SS D

IKE 2 - 3

CAPE FEAR RIVER

BRUNSWICK RIVER

SCALE IN FEET

SCALE: 1" = 600'

600 600 900 1500

W I L M I N G T O N

NOTES:

WILMINGTON HARBOR NAVIGATION CHANNEL

EAGLE ISLAND

DISPOSAL AREA

CELL 1

APPROXIMATE

LOCATION

STAGING AREA

SPILLWAY NO. 9

(RISER REMOVED)

LEGEND

E 2,314,129 N 168,932

E 2,314,247 N 171,302

E 2,312,085 N 173,729

E 2,311,317 N 173,492

E 2,310,384 N 172,734

E 2,310,755 N 170,576

E 2,311,107 N 170,177

E 2,310,790 N 169,829

E 2,311,103 N 168,633

E 2,311,836 N 167,477

APPROX. LOCATION

OF DREDGE PIPELINE

ROUTE

EXISTING SETTLEMENT PLATE

HORIZONTAL DATUM NAD 1983 (2011) EPOCH 2010.00.

VERTICAL DATUM NAVD 1988.

THE WETLANDS LOCATED OUTSIDE CELLS 1, 2 AND 3 ARE PROTECTED BY LAW. THIS

CONTRACT REQUIRES THE PLACEMENT OF FILL MATERIAL IN WETLANDS FOR

CONSTRUCTION OF THE CELL 1 EXTERIOR TOE BERMS. NO FILL MATERIAL OF ANY

KIND SHALL BE PLACED AT ANY TIME, INCLUDING TEMPORARILY, IN WETLAND AREAS

OUTSIDE OF THE CONSTRUCTION ZONE. THE CONTRACTOR SHALL BE RESPONSIBLE

FOR RESTORING ANY DAMAGE TO WETLANDS OUTSIDE OF THE CONSTRUCTION

ZONE TO THE SATISFACTION OF THE CONTRACTING OFFICER.

FOR EROSION AND SEDIMENT CONTROL DETAILS SEE SHEET CN501.

CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF EXISTING ACCESS

ROADS AND SHALL LEAVE ROADS IN AN EQUAL OR BETTER CONDITION UPON

COMPLETION OF THE CONTRACT AS THEY WERE PRIOR TO THE BEGINNING OF

CONSTRUCTION.

CONSTRUCTION IN AREAS BELOW THE MEAN HIGH WATER LINE (MHW) SHALL OCCUR

BETWEEN 1 AUGUST AND 31 MARCH TO AVOID DEATH OR HARM TO ANADROMOUS

FISH.

UNDER SEPARATE GOVERNMENT CONTRACT, DREDGING AND DISPOSAL OPERATIONS

WHICH WILL INCLUDE THE DISPOSAL OF DREDGED MATERIAL INTO THE CELL 2

DISPOSAL AREA IS ANTICIPATED DURING THE PERIOD OF NOVEMBER 2021 TO JANUARY

2022. UNDER ANOTHER SEPARATE GOVERNMENT CONTRACT, IMPROVEMENTS TO

CELL 2 DIKES ARE CURRENTLY UNDER CONSTRUCTION AND SCHEDULED TO END IN

SEPTEMBER 2021. UNDER ANOTHER SEPARATE GOVERNMENT CONTRACT,

IMPROVEMENTS TO CELL 1 DIKES AND SPILLWAYS ARE ANTICIPATED DURING THE

PERIOD OF JULY 2021 TO JULY 2023. THE CONTRACTOR PERFORMING WORK UNDER

THIS CONTRACT SHALL COORDINATE CONTRACT OPERATIONS WITH OTHER

CONTRACTORS WORKING AT EAGLE ISLAND DISPOSAL AREA AS NEEDED TO AVOID

CONFLICTS AND DELAYS.

PROJECT AREA

SEE SHEETS CN101 - CN102

FOR CELL 2 SITE PLANS

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EI-SPT-18-T17

EI-13-CP-T18B

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EI-13-CP-T18C

EI-13-CP-T18D

EI-DMT-T18-D

EI-SPT-18-T18

EI-SPT-18-T19

EI-SPT-18-T20

EI-14-UD-T18

EI-CPT-T18-B

EI-13-CP-T18A

EI-CPT-T18-A

EI-SPT-18-T21

EI-CPT-T21-A

EI-SPT-18-T22

EI-2011-SPT-3

EI-13-CP-T1C

EI-13-CP-T1B

EI-CPT-T1-A

EI-CPT-T16-A

EI-13-CP-T16A

EI-SPT-18-T16

EI-13-CP-T16C

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EI-13-CP-T16E

EI-13-CP-T16B

EI-CPT-T16-B

EI-14-UD-T16

EI-SPT-18-T15

EI-2011-SPT-3

EI-2011-AS-7

EI-18-SPT-T4

EI-CPT-T4-A

EI-18-SPT-T5 & UD 2

EI-18-SPT-T5 & UD 1

EI-CPT-T5-D

EI-13-CP-T5D

EI-SPT-18-T23

EI-14-UD-T1

EI-13-CP-T1A

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EI-2011-AS-5

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EI-SPT-18-T14

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EI-2011-AS-4

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EI-CPT-T6-C

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EI-CPT-T6-D

EI-2011-AS-3

EI-2011-AS-2

EI-18-SPT-T8

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EI 18 SPT T24 & UD 1 HOLE

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EI-13-CP-T9A

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SEE SPECIFICATIONS, APPENDIX A FOR BORING LOGS AND

COORDINATES AND APPENDIX B FOR LAB TEST DATA.

LEGEND

NOTE:

BORING LOCATION

SCALE IN FEET

0300 300 600 900

SCALE: 1" = 300'

BRUNSWICK RIVER

EXISTING PIEZOMETER

CAPE FEAR RIVER

EAGLE ISLAND CELL 3

EAGLE ISLAND CELL 2

GI01 INDEX OF DRAWINGS, PROJECTOVERVIEW AND LOCATION MAPS EI21_GI01_Cell1-2-3_VicMap.dgn

MHW

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1. HORIZONTAL DATUM NORTH CAROLINA STATE PLANE NAD 1983 (2011) EPOCH 2010.00.

2. VERTICAL DATUM NAVD 1988.

3. CONTOURS SHOWN REPRESENT THE RESULTS OF SURVEYS PERFORMED ON

4 NOVEMBER 2018 (COINCIDENTAL AERIAL LIDAR AND IMAGERY DATA) AND 31

OCTOBER - 16 NOVEMBER 2018 FOR CONTROL PANELS, SPILLWAY LOCATIONS

AND CROSS SECTIONS. THE SURVEYS WERE PERFORMED USING NC RTKN

(VRS) NETWORK CONTROL. CONTOURS ARE SHOWN IN 1-FT INTERVALS.

NOTES:

SEE SHEET CN102

EXISTING SPILLWAY 7

EXISTING SPILLWAY 8

EXISTING SPILLWAY 9

PROPOSED ARMOR STOE SLOPE PROTECTION

EXISTING SILT FENCE (TYP.)

CELL 3

CELL 2

CELL 1

EXISTING SITE ACCESS ROAD (TYP.)

CONTACTOR OFFICE, PARKING,

AND STAGING AREA

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CAPE FEAR RIVER

CELL 2 BORROW AREA LIMITS

CONTROL POINT

PANEL 10

N= 166689.81

E= 2313021.05

EL= 35.75'

CONTROL POINT

PANEL 4

N= 169314.90

E= 2314324.51

EL= 42.29'

CONTROL POINT

PANEL 9

N= 170507.85

E= 2312421.23

EL= 36.82'

CONTROL POINT

PANEL 3

N= 168467.62

E= 2311154.79

EL= 42.78'

CONTROL POINT

PANEL 2

N= 174047.36

E= 2313003.48

EL= 41.17'

CONTROL POINT

PANEL 1

N= 173108.34

E= 2310295.09

EL= 39.93'

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SEE SHEET CN301 FOR DETAIL

CELL 2

CAPE FEAR RIVER

NOTES:

SEE SHEETS GI02 AND CN101 FOR GENERAL AND SITE PLAN NOTES.

CONTROL POINTS ARE NOTED ON SHEET CN101.

SEE SHEET CN301 FOR ARMOR STONE PLACEMENT DETAIL.

MEAH HIGH WATER IS LOCATED AT +1.83' NAVD88

PROPOSED TOE OF ARMOR STONE (TYP.)

PROPOSED TOP OF ARMOR STONE (TYP.)

EXISTING SILT FENCE (TYP.)

EXISTING SILT FENCE

LEGEND

PERMANENT SEEDING

MULCH

ARMOR STONE

MEAN HIGH WATER

MHW

AutoCAD SHX Text

EL. 10.0

ARMOR STONE

GEOTEXTILE

EXISTING GROUND

BEDDING STONE

NCDOT CLASS B

TYPICAL SECTION CELL 2 RIP RAP PLACEMENT

CELL 2 EXTERIOR TOE BERM

(TO BE CONSTRUCTED)

EXISTING

SILT FENCE

A X

EXCAVATED

MATERIAL FROM

TOE BERM FACE

SPOILED HERE

NOT TO SCALE

NOTES:

1. EXISTING TOE BERM FACE MUST BE EXCAVATED FOR PLACEMENT OF RIP RAP.

2. EXCAVATED MATERIAL MUST PLACED ON TOP OF EXISTING TOE BERM TO A

MAXIMUM DEPTH OF 3'. EXCESS MATERIAL MUST BE PLACED BACK INTO CELL 2.

3. THE EDGE OF THE EXISTING TOE BERM AND THE EXISTING SILT FENCE LOCATION

MUST NOT BE MOVED.

TYPICAL SECTION CELL 2 RIP RAP

NOT TO SCALE

EL. 10.0

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GEOTEXTILE

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PERMANENT SEEDING AND MULCH

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EXISTING

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(CURRENTLY UNDER CONSTRUCTION)

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TOE BERM FACE FOR

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CELL 2

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SEEDING AND MULCHING

IMMEDIATELY AFTER SEEDING, FIRM ENTIRE AREA EXCEPT FOR SLOPES IN EXCESS OF

3 TO 1 WITH ROLLER NOT EXCEEDING 90 POUNDS FOR EACH FOOT OF ROLLER WIDTH.

IF SEEDING IS PERFORMED WITH CULTIPACKER-TYPE SEEDER OR HYDROSEEDING,

ROLLING MAY BE ELIMINATED.

TEMPORARY SEED SPECIES FOR SURFACE EROSION CONTROL OR OVER SEEDING SHALL

BE AS FOLLOWS:

PLANTING PERIOD COMMON NAME

15 MAR - 14 SEP BROWNTOP, PROSO OR GERMAN

(FOXTAIL) MILLET 50

15 SEP - 14 JAN RYE GRAIN 112

15 JAN - 14 MAR SPRING OATS 128

PERMANENT SEED MIXTURE SHALL BE AS FOLLOWS:

PLANTING PERIOD COMMON NAME

1 FEB - 30 APR PENSACOLA BAHIAGRASS

COMMON OR KOBE LESPEDEZA 25

SPRING OATS 32

1 MAY - 31 AUG COMMON OR KOBE LESPEDEZA 25

BROWNTOP PROSO OR GERMAN

(FOXTAIL) MILLET 30

1 SEP - 31 JAN COMMON OR KOBE LESPEDEZA 40

RYE (GRAIN) 56

ADDITIONAL PERMANENT SEED SPECIES SHALL BE PLACED AS FOLLOWS:

PLANTING PERIOD COMMON NAME

1 NOV - 28 FEB COMMON BERMUDAGRASS 20

(UNHULLED)

1 MAR - 31 JUL COMMON BERMUDAGRASS 12

(HULLED)

FERTILIZER SHALL BE COMMERCIAL GRADE, FREE FLOWING, UNIFORMLY COMPOSED.

FERTILIZER SHALL BE BALANCED WITH THE INCLUSION OF TRACE MINERALS AND

MICRO NUTRIENTS.

SYNTHETIC, GRANULAR CONTROLLED RELEASE FERTILIZER CONTAINING

THE FOLLOWING MINIMUM PERCENTAGES, BY WEIGHT OF PLANT FOOD NUTRIENTS:

10 PERCENT AVAILABLE NITROGEN

10 PERCENT AVAILABLE PHOSPHORUS

10 PERCENT AVAILABLE POTASSIUM

CONTROLLED RELEASE FERTILIZER, TO USE WITH HYDROSEEDING AND COMPOSED OF PILLS

COATED WITH PLASTIC RESIN TO PROVIDE A CONTINUOUS RELEASE OF NUTRIENTS FOR AT

LEAST 6 MONTHS AND CONTAINING THE FOLLOWING MINIMUM PERCENTAGES, BY WEIGHT, OF

PLANT FOOD NUTRIENTS:

10 PERCENT AVAILABLE NITROGEN

10 PERCENT AVAILABLE PHOSPHORUS

10 PERCENT AVAILABLE POTASSIUM

MINIMUM LBS

PER ACRE

MINIMUM LBS

PER ACRE

MINIMUM LBS

PER ACRE

VEGETATIVE STABILIZATION - SEEDING

TEMPORARY SEED

PERMANENT SEED

FERTILIZER

HAY OR STRAW MULCH

STRAW

HAY

MECHANICAL ANCHOR

WOOD CELLULOSE FIBER

SOIL PREPARATION

SEED PERMANENT GROUND COVER FOR ALL DISTURBED AREAS WITH 3H : 1V SLOPES OR

FLATTER WITHIN 14 CALENDAR DAYS AFTER COMPLETION OF CONSTRUCTION AND ALL

DISTURBED AREAS WITH SLOPES STEEPER THAN 3H : 1V WITHIN 7 CALENDAR DAYS AFTER

COMPLETION OF CONSTRUCTION.

TEMPORARY SILT FENCE (TSF) DETAIL

WIRE FABRIC

GROUND LINE

A X

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COMPACTED FILL

2' MIN' (TYP)

STEEL POST

MIN. 12.5 GA.

INTERMEDIATE

WIRES

MIN. 10 GA.

TOP & BOTTOM

WIRES

FILTER

FABRIC

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36" MIN WIDTH

FILTER FABRIC

(8' MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE)

MIN. 12.5 GA.

VERTICAL WIRES

STEEL

POST

(TYP)

N.T.S.

VARIES AS DIRECTED BY THE CONTRACTING OFFICER

OR HIS/HER DESIGNATED REPRESENTATIVE

MULCH SHALL BE FREE FROM NOXIOUS WEEDS, MOLD, AND OTHER

DELETERIOUS MATERIALS. MULCH MATERIALS SHALL BE NATIVE TO

THE REGION. HAY OR STRAW MULCH SHALL BE SPREAD UNIFORMLY

AT THE RATE OF 2 TONS PER ACRE. MULCH SHALL BE SPREAD BY

HAND, BLOWER-TYPE MULCH SPREADER, OR OTHER APPROVED

METHOD. MULCHING SHALL BE STARTED ON THE WINDWARD SIDE

OF RELATIVELY FLAT AREAS OR ON THE UPPER PART OF STEEP

SLOPES, AND CONTINUED UNIFORMLY UNTIL THE AREA IS COVERED.

THE MULCH SHALL NOT BE BUNCHED OR CLUMPED. SUNLIGHT SHALL

NOT BE COMPLETELY EXCLUDED FROM PENETRATING TO THE GROUND

SURFACE. ALL AREAS INSTALLED WITH SEED SHALL BE MULCHED ON

THE SAME DAY AS THE SEEDING. MULCH SHALL BE ANCHORED

IMMEDIATELY FOLLOWING SPREADING.

STALKS FROM OATS, WHEAT, RYE, BARLEY, OR RICE. FURNISH IN

AIR-DRY CONDITION AND OF PROPER CONSISTENCY FOR PLACING

WITH COMMERCIAL MULCH BLOWING EQUIPMENT. STRAW SHALL

CONTAIN NO FERTILE SEED.

HAY SHALL BE NATIVE HAY, SUDAN-GRASS HAY, BROOMSEDGE HAY,

OR OTHER HERBACEOUS MOWING. AIR-DRY CONDITION AND OF

PROPER CONSISTENCY FOR PLACING WITH COMMERCIAL MULCH

BLOWING EQUIPMENT. HAY SHALL BE STERILE, CONTAINING NO

FERTILE SEED.

MECHANICAL ANCHOR SHALL BE A V-TYPE-WHEEL LAND PACKER;

A SCALLOPED-DISK LAND PACKER DESIGNED TO FORCE MULCH INTO

THE SOIL SURFACE; OR OTHER SUITABLE EQUIPMENT.

WOOD CELLULOSE FIBER SHALL BE APPLIED AS PART OF THE

HYDROSEEDING OPERATION. THE MULCH SHALL BE MIXED AND

APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S

RECOMMENDATIONS.

SOIL ON SLOPES UP TO A MAXIMUM 3-HORIZONTAL-TO-1-VERTICAL

SHALL BE TILLED TO A MINIMUM 4 INCH DEPTH. ON SLOPES BETWEEN

3-HORIZONTAL-TO-1-VERTICAL AND 1-HORIZONTAL-TO-1-, THE SOIL

SHALL BE TILLED TO A MINIMUM 2 INCH DEPTH BY SCARIFYING

WITH HEAVY RAKES, SPIKED TOOTH HARROW, CHISEL PLOWS, OR

SIMILAR IMPLEMENTS, OR OTHER SIMILAR METHOD. ROTOTILLERS

SHALL BE USED WHERE SOIL CONDITIONS AND LENGTH OF SLOPE

PERMIT. AREAS COMPACTED BY CONSTRUCTION OPERATIONS SHALL

BE COMPLETELY PULVERIZED BY TILLAGE. THE FERTILIZER MAY BE

APPLIED DURING THIS PROCEDURE.

SOIL EROSION AND SEDIMENT CONTROL MEASURES

1. ALL EROSION AND SEDIMENTATION CONTROL MEASURES NOTED SHALL BE INSTALLED PRIOR TO START OF CONSTRUCTION AND

SHALL REMAIN IN EFFECT AND BE MAINTAINED THROUGHOUT THE PERIOD OF CONSTRUCTION.

2. SEDIMENTATION FROM WORK ON THIS SITE SHALL BE CONTAINED ON THE SITE AND SHALL NOT BE ALLOWED TO COLLECT ON ANY

OFFSITE AREA OR IN WATERWAYS.

3. CONTRACTOR SHALL APPLY TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AS SHOWN ON THESE PLANS OR AS DIRECTED BY

THE CONTRACTING OFFICER OR HIS/HER DESIGNATED REPRESENTATIVE. CONTRACTOR SHALL REMOVE TEMPORARY MEASURES AS SOON

AS PERMANENT STABILIZATION OF SLOPES, DITCHES, AND OTHER EARTH CHANGES HAVE BEEN ACCOMPLISHED.

4. DAILY INSPECTION SHALL BE MADE BY THE CONTRACTOR TO DETERMINE THE EFFECTIVENESS OF EROSION CONTROL MEASURES, AND

ANY NECESSARY REPAIRS SHALL BE MADE WITHOUT DELAY.

5. PERMANENT SOIL EROSION CONTROL MEASURES FOR ANY DISTURBED LAND AREA SHALL BE STABLIZIED AS SOON AS POSSIBLE. WHEN IT

IS NOT POSSIBLE TO PERMANENTLY STABILIZE A DISTURBED AREA IMMEDIATELY AFTER COMPLETION OF GRADING WORK, TEMPORARY

SOIL EROSION CONTROL MEASURES SHALL BE IMPLEMENTED IMMEDIATELY. ALL TEMPORARY SOIL EROSION CONTROL MEASURES SHALL

BE MAINTAINED UNTIL PERMANENT SOIL EROSION CONTROL MEASURES ARE IMPLEMENTED.

6. CONTRACTOR SHALL PROVIDE PERMANENT GROUND COVER FOR ALL DISTURBED AREAS WITH 3H:1V SLOPES OR FLATTER WITHIN 14 CALENDAR

DAYS FOLLOWING THE COMPLETION OF CONSTRUCTION AND ALL DISTURBED AREAS WITH SLOPES STEEPER THAN 3H:1V WITHIN 7 CALENDAR DAYS

AFTER COMPLETION OF CONSTRUCTION.

7. SEE SECTION 32 92 19 IN THE SPECIFICATIONS FOR DETAILS REGARDING MAINTENANCE AND APPLICATION OF SEEDING, SOIL CONDITIONERS, FERTILIZERS, AND MULCH.

TEMPORARY SILT FENCE NOTES:

1. THE EXISTING TEMPORARY SILT FENCE (TSF) LOCATED WITHIN THE FOOTPRINT OF THE PROPOSED

CELL 1 EXTERIOR TOE BERMS SHALL BE REMOVED AND DISPOSED OF OFF GOVERNMENT

PROPERTY. NEW TEMPORARY SILT FENCE SHALL BE INSTALLED AT LOCATIONS SHOWN ON THE

PLANS. THE CONTRACTOR SHALL COMPLETE ALL TEMPORARY SILT FENCE INSTALLATION PRIOR TO

COMMENCEMENT OF CLEARING AND EARTHWORK OPERATIONS.

2. WIRE FABRIC SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A MINIMUM OF 6 LINE WIRES

WITH 12" STAY SPACING.

3. FILTER FABRIC SHALL HAVE A MINIMUM OF 36" WIDTH. FILTER FABRIC SHALL BE FASTENED

ADEQUATELY TO THE FENCE FABRIC AS DIRECTED BY THE CONTRACTING OFFICER.

4. STEEL POSTS SHALL BE 5 FEET (MIN) IN HEIGHT AND SHALL BE OF THE SELF-FASTENER ANGLE

STEEL TYPE.

5. THE CONTRACTOR SHALL INSPECT TEMPORARY SILT FENCE AT LEAST ONCE EVERY 7 DAYS AND

AFTER ANY SIGNIFICANT STORM THAT PRODUCES 0.5 INCHES OR MORE RAINFALL AT THE SITE

AND MAKE ANY REQUIRED REPAIRS IMMEDIATELY. REMOVE SEDIMENT DEPOSITS AS NECESSARY

TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON

THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.

6. THE CONTRACTOR SHALL PERFORM ALL WORK IN SUCH A MANNER THAT STATE WATER QUALITY

STANDARDS OUTSIDE OF THE CONSTRUCTION AREA ARE NOT VIOLATED. ALL EROSION AND

SEDIMENT CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE NORTH CAROLINA EROSION

AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.

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CN501

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G-001 COVER SHEET

GI01 INDEX OF DRAWINGS, PROJECT OVERVIEW AND LOCATION MAPS

GI02 EAGLE ISLAND DISPOSAL AREA LOCATION MAP

B101 CELL 2 & 3 BORING LOCATIONS

CN101 OVERALL SITE PLAN

CN102 CELL 2 SITE PLAN - EAST STA. 7+00 TO STA. 25+00

CN301 TYPICAL SECTIONS CELL 2 RIPRAP

CN501 EROSION & SEDIMENT CONTROL DETAILS

File details come from the government source that posted it. Updated Jul 14, 2021.