Amendment 0008 Attachment 1 Revised ES plans per NCDEQ 11.28.2023.pdf

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PM/DM

BRANCH MANAGER

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FIRE PROTECTION

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EXISTING FIBER OPTICS

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TREES/BRUSH

AutoCAD SHX Text FOC SHOWN PER SURFACE MARKINGS LOCATED BY MCBCL TLECOM SUPPORT DIVISION ON 02/03/22

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GRAVEL

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APPROX END OF GRAVEL

AutoCAD SHX Text FOC SHOWN PER SURFACE OC SHOWN PER SURFACE MARKINGS LOCATED BY MCBCL TLECOM SUPPORT DIVISION ON 02/03/22

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EVERETT CREEK

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TEMPORARY CULVERT B 53 LF OF 12-INCH RCP @4.0%

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INV: 13.86

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INV: 16.00

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WETLAND

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COASTAL MANAGEMENT ZONE AREA

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100 YEAR FLOOD PLAIN

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50' WETLAND BUFFER

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WETLAND

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LIMITS OF DISTURBANCE

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LAYDOWN AREA

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EXISTING FIBER OPTICS

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GRAVEL

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INV: 31.74

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INV: 30.17

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TEMPORARY CULVERT A 130 LF OF 12-INCH RCP @1.21%

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WETLAND

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50' WETLAND BUFFER

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LIMITS OF DISTURBANCE

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100 YEAR FLOOD PLAIN

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LAYDOWN AREA

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MIDLANT DC CORE

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NAVAL STATION - NORFOLK, VA

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MCB CAMP LEJEUNE

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SNEADS FERRY, NORTH CAROLINA

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THOMAS M. HARTMAN, PE

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JUNE 9, 2023

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KDB/QNT

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EJA

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DSN

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OVERALL EROSION AND SEDIMENT CONTROL PLAN - PHASE I

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DLB

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AutoCAD SHX Text 1"=50'

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CONSTRUCTION ENTRANCES SHOWN IN PHASE I

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AutoCAD SHX Text 11/20/2023

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MAC

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APPROVED

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FOR COMMANDER NAVFAC

SEAL

A/E INFO

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PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

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MATCHLINE - SEE SHEET CE102

LEGEND

GENERAL SHEET NOTES

EROSION CONTROL:

EROSION CONTROL DEVICES AS PER NORTH CAROLINA EROSION

AND SEDIMENT CONTROL HANDBOOK

EROSION & SEDIMENT CONTROL LEGEND

CONSTRUCTION ENTRANCE

TEMPORARY SEEDINGTS

CE

SILT FENCESF

CULVERT INLET PROTECTIONCIP

ROCK CHECK DAMCD

OUTLET PROTECTION

TREE PROTECTIONTP

INLET PROTECTIONIP

EXISTING FLOW ARROW

TEMPORARY DIVERSION DITCHTD

OP

D3

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MIDLANT DC CORE

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NAVAL STATION - NORFOLK, VA

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MCB CAMP LEJEUNE

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SNEADS FERRY, NORTH CAROLINA

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THOMAS M. HARTMAN, PE

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JUNE 9, 2023

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KDB/QNT

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EJA

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DSN

AutoCAD SHX Text 1701639

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EROSION AND SEDIMENT CONTROL PLAN - PHASE I

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JBH

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ARH

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CLS

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AS SHOWN

AutoCAD SHX Text 12887184

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DLB

AutoCAD SHX Text 60'

AutoCAD SHX Text 0'

AutoCAD SHX Text 1"=30'

AutoCAD SHX Text 30'

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CE103

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CE102

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LIMITS OF DISTURBANCE

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TREE CLEARING

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EXIST GRAVEL

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1. VEGETATION COVER MUST BE ESTABLISHED ON SITE AFTER THE VEGETATION COVER MUST BE ESTABLISHED ON SITE AFTER THE EROSION AND SEDIMENT CONTROL PHASE IS COMPLETED. 2. ANY AND ALL MATERIALS OR DEBRIS TRACKED ONTO THE ROAD ANY AND ALL MATERIALS OR DEBRIS TRACKED ONTO THE ROAD SURFACE WILL BE CLEANED THOROUGHLY AT THE END OF THE DAY. SEDIMENT SHALL BE REMOVED FROM THE ROAD BY SHOVELING OR SWEEPING AND BE TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. 3. ALL EROSION AND SEDIMENT CONTROL ITEMS SHALL BE ALL EROSION AND SEDIMENT CONTROL ITEMS SHALL BE REMOVED BY CONTRACTOR AFTER ALL CONSTRUCTION IS COMPLETED AND SITE IS STABILIZED. 4. PROTECT EXISTING FIBER OPTIC CABLE DURING DEMOLITION AND PROTECT EXISTING FIBER OPTIC CABLE DURING DEMOLITION AND ALL CONSTRUCTION ACTIVITIES.

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LOD=5.07 ACRES

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CE104

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CE100

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18" MIN

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ALL DIVERSION DITCHES TO RECEIVE

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JUTE NET.

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NTS

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%%U TEMPORARY DIVERSION DITCH

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FLOW

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COMPACTED SOIL

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DIVERSION DITCH DETAIL ADDED

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APPROVED

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FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

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KEY PLAN

LEGEND

GENERAL SHEET NOTES

EROSION CONTROL:

EROSION CONTROL DEVICES AS PER NORTH CAROLINA EROSION

AND SEDIMENT CONTROL HANDBOOK

EROSION & SEDIMENT CONTROL LEGEND

CONSTRUCTION ENTRANCE

TEMPORARY SEEDINGTS

CE

SILT FENCESF

CULVERT INLET PROTECTIONCIP

ROCK CHECK DAMCD

OUTLET PROTECTION

TREE PROTECTIONTP

INLET PROTECTIONIP

TEMPORARY DIVERSION DITCHTD

OP

N

EXISTING FLOW ARROW

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text FOC SHOWN PER SURFACE OC SHOWN PER SURFACE MARKINGS LOCATED BY MCBCL TLECOM SUPPORT DIVISION ON 02/03/22

AutoCAD SHX Text

INV: 16.00

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

INV: 31.74

AutoCAD SHX Text

INV: 30.17

AutoCAD SHX Text

TEMPORARY CULVERT A 130 LF OF 12-INCH RCP @1.21%

AutoCAD SHX Text

LAYDOWN AREA

AutoCAD SHX Text

MIDLANT DC CORE

AutoCAD SHX Text

NAVAL STATION - NORFOLK, VA

AutoCAD SHX Text

MCB CAMP LEJEUNE

AutoCAD SHX Text

SNEADS FERRY, NORTH CAROLINA

AutoCAD SHX Text

THOMAS M. HARTMAN, PE

AutoCAD SHX Text

JUNE 9, 2023

AutoCAD SHX Text

KDB/QNT

AutoCAD SHX Text

EJA

AutoCAD SHX Text

DSN

AutoCAD SHX Text 1701639

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

EROSION AND SEDIMENT CONTROL PLAN - PHASE I

AutoCAD SHX Text

JBH

AutoCAD SHX Text

ARH

AutoCAD SHX Text

CLS

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text 12887185

AutoCAD SHX Text

AutoCAD SHX Text

DLB

AutoCAD SHX Text 60'

AutoCAD SHX Text 0'

AutoCAD SHX Text 1"=30'

AutoCAD SHX Text 30'

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LIMITS OF DISTURBANCE

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TREE CLEARING

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PJD WETLANDS FROM GEOFIDELIS

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50' WETLAND BUFFER

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EXIST GRAVEL

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1. VEGETATION COVER MUST BE ESTABLISHED ON SITE AFTER THE VEGETATION COVER MUST BE ESTABLISHED ON SITE AFTER THE EROSION AND SEDIMENT CONTROL PHASE IS COMPLETED. 2. ANY AND ALL MATERIALS OR DEBRIS TRACKED ONTO THE ROAD ANY AND ALL MATERIALS OR DEBRIS TRACKED ONTO THE ROAD SURFACE WILL BE CLEANED THOROUGHLY AT THE END OF THE DAY. SEDIMENT SHALL BE REMOVED FROM THE ROAD BY SHOVELING OR SWEEPING AND BE TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. 3. ALL EROSION AND SEDIMENT CONTROL ITEMS SHALL BE ALL EROSION AND SEDIMENT CONTROL ITEMS SHALL BE REMOVED BY CONTRACTOR AFTER ALL CONSTRUCTION IS COMPLETED AND SITE IS STABILIZED. 4. PROTECT EXISTING FIBER OPTIC CABLE DURING DEMOLITION AND PROTECT EXISTING FIBER OPTIC CABLE DURING DEMOLITION AND ALL CONSTRUCTION ACTIVITIES. 5. SEE SHEETS CG100-104 FOR RIP RAP SIZING.SEE SHEETS CG100-104 FOR RIP RAP SIZING.

AutoCAD SHX Text

FLOOD ZONE AE, 100 YEAR FLOOD PLAIN EL 9'

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MHW (0.02')

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COASTAL ZONE MANAGEMENT AREA 75' OFFSET FROM MHW

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MLW (-0.4')

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20-FT OFFSET FROM MWH

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LOD=5.07 ACRES

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CE103

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CE102

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CE101

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CE104

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CE100

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CE102

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CONSTRUCTION ENTRANCES SHOWN IN PHASE I

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AutoCAD SHX Text 11/20/2023

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MAC

EVERETT CREEK RD

CIP

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DRAWFORM REVISION: 14 SEP 2023

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

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GENERAL SHEET NOTES

GRAPHIC SCALE

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KEY PLAN

LEGEND

EROSION CONTROL DEVICES AS PER NORTH CAROLINA EROSION

AND SEDIMENT CONTROL HANDBOOK

EROSION & SEDIMENT CONTROL LEGEND

CONSTRUCTION ENTRANCE

TEMPORARY SEEDING

SILT FENCE

CULVERT INLET PROTECTION

ROCK CHECK DAM

OUTLET PROTECTION

TREE PROTECTION

INLET PROTECTION

TEMPORARY DIVERSION DITCH

TURBIDITY CURTAIN

EXISTING FLOW ARROW

TS

CE

SF

CIP

CD

TP

IP

TD

OP

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TREES/BRUSH

AutoCAD SHX Text FOC SHOWN PER SURFACE MARKINGS LOCATED BY MCBCL TLECOM SUPPORT DIVISION ON 02/03/22

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APPROX END OF GRAVEL

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STONES BAY

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EVERETT CREEK

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TEMPORARY CULVERT B 53 LF OF 12-INCH RCP @4.0%

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INV: 13.86

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INV: 16.00

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DOUBLE LAYER SILT FENCE

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MIDLANT DC CORE

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NAVAL STATION - NORFOLK, VA

AutoCAD SHX Text

MCB CAMP LEJEUNE

AutoCAD SHX Text

SNEADS FERRY, NORTH CAROLINA

AutoCAD SHX Text

THOMAS M. HARTMAN, PE

AutoCAD SHX Text

JUNE 9, 2023

AutoCAD SHX Text

KDB/QNT

AutoCAD SHX Text

EJA

AutoCAD SHX Text

DSN

AutoCAD SHX Text 1701639

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

EROSION AND SEDIMENT CONTROL PLAN - PHASE I

AutoCAD SHX Text

JBH

AutoCAD SHX Text

ARH

AutoCAD SHX Text

CLS

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text 12887186

AutoCAD SHX Text

AutoCAD SHX Text

DLB

AutoCAD SHX Text 60'

AutoCAD SHX Text 0'

AutoCAD SHX Text 1"=30'

AutoCAD SHX Text 30'

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LIMITS OF DISTURBANCE

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TREE CLEARING

AutoCAD SHX Text

PJD WETLANDS FROM GEOFIDELIS

AutoCAD SHX Text

50' WETLAND BUFFER

AutoCAD SHX Text

1. VEGETATION COVER MUST BE ESTABLISHED ON SITE AFTER THE VEGETATION COVER MUST BE ESTABLISHED ON SITE AFTER THE EROSION AND SEDIMENT CONTROL PHASE IS COMPLETED. 2. ANY AND ALL MATERIALS OR DEBRIS TRACKED ONTO THE ROAD ANY AND ALL MATERIALS OR DEBRIS TRACKED ONTO THE ROAD SURFACE WILL BE CLEANED THOROUGHLY AT THE END OF THE DAY. SEDIMENT SHALL BE REMOVED FROM THE ROAD BY SHOVELING OR SWEEPING AND BE TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. 3. ALL EROSION AND SEDIMENT CONTROL ITEMS SHALL BE ALL EROSION AND SEDIMENT CONTROL ITEMS SHALL BE REMOVED BY CONTRACTOR AFTER ALL CONSTRUCTION IS COMPLETED AND SITE IS STABILIZED. 4. PROTECT EXISTING FIBER OPTIC CABLE DURING DEMOLITION AND PROTECT EXISTING FIBER OPTIC CABLE DURING DEMOLITION AND ALL CONSTRUCTION ACTIVITIES. 5. SEE SHEETS CG100-104 FOR RIP RAP SIZING.SEE SHEETS CG100-104 FOR RIP RAP SIZING.

AutoCAD SHX Text

LAYDOWN AREA

AutoCAD SHX Text

FLOOD ZONE AE, 100 YEAR FLOOD PLAIN EL 9'

AutoCAD SHX Text

MHW (0.02')

AutoCAD SHX Text

COASTAL ZONE MANAGEMENT AREA 75' OFFSET FROM MHW

AutoCAD SHX Text

MLW (-0.4')

AutoCAD SHX Text

20-FT OFFSET FROM MWH

AutoCAD SHX Text

LOD=5.07 ACRES

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EXIST GRAVEL

AutoCAD SHX Text

CE103

AutoCAD SHX Text

CE102

AutoCAD SHX Text

CE101

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CE104

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CE100

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CE102

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CONSTRUCTION ENTRANCES SHOWN IN PHASE I

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AutoCAD SHX Text 11/20/2023

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MAC

V A

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CE500

EROSION AND SEDIMENT

CONTROL NOTES

EROSION CONTROL SEQUENCE OF

CONSTRUCTION

EROSION AND SEDIMENT

CONTROL NARRATIVE

TEMPORARY SEED BED PREPARATION

TEMPORARY SEEDING SCHEDULE

GROUND COVER NOTE:

GROUND STABILIZATION:

PERMANENT GROUND COVER

PRIOR TO BEGINNING EROSION CONTROL

SEQUENCE OF CONSTRUCTION

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DEPARTMENT OF THE NAVY

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SCALE:

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CONSTR. CONTR. NO.

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SHEET

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NAVFAC DRAWING NO.

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NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

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DES

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DRW

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SYM

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DESCRIPTION

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DATE

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APPR

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DRAWFORM REVISION: 25 AUGUST 2020

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CHK

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SATISFACTORY TO DATE

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APPROVED

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ACTIVITY

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FOR COMMANDER NAVFAC

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SEAL

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A/E INFO

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OF

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EPROJECT NO.

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PM/DM

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BRANCH MANAGER

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CHIEF ENG/ARCH

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FIRE PROTECTION

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EROSION SEQUENCE NOTES

AutoCAD SHX Text 11/20/2023

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MAC

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MIDLANT DC CORE

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NAVAL STATION - NORFOLK, VA

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MCB CAMP LEJEUNE

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SNEADS FERRY, NORTH CAROLINA

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THOMAS M. HARTMAN, PE

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JUNE 9, 2023

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KDB/QNT

AutoCAD SHX Text

EJA

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DSN

AutoCAD SHX Text 1701639

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

EROSION AND SEDIMENT CONTROL NOTES

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JBH

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ARH

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CLS

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AS SHOWN

AutoCAD SHX Text 12887193

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DLB

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1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING DESIGN MANUAL (REVISED JUNE 2006). 2. THE CONTRACTOR SHALL APPLY PERMANENT OR TEMPORARY SOIL THE CONTRACTOR SHALL APPLY PERMANENT OR TEMPORARY SOIL STABILIZATION TO ALL DENUDED OR DISTURBED AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. SOIL STABILIZATION MUST ALSO BE APPLIED TO DENUDED OR DISTURBED AREAS WHICH MAY NOT BE AT FINAL GRADE BUT WHICH WILL REMAIN UNDISTURBED FOR LONGER THAN 30 DAYS. SOIL STABILIZATION MEASURES INCLUDE VEGETATIVE ESTABLISHMENT, MULCHING AND THE EARLY APPLICATION OF GRAVEL BASE MATERIAL ON AREAS TO BE PAVED. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE INSTALLED ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE INSTALLED PRIOR TO OR AS THE FIRST STEP IN CONSTRUCTION. 4. THE NPDES CONSTRUCTION PERMIT REQUIRES EROSION CONTROL DEVICES AND THE NPDES CONSTRUCTION PERMIT REQUIRES EROSION CONTROL DEVICES AND STORM OUTFALLS BE INSPECTED WEEKLY (EVERY 7 CALENDAR DAYS) AND WITHIN 24 HOURS OF A .5 INCH RAIN EVENT. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONDUCT THESE INSPECTIONS AND MAINTAIN RECORDS UNTIL THE AREA HAS STABILIZATION, EVIDENT BY 95% VEGETATIVE GROWTH FOR AREAS PROVIDED SEEDING. TO FACILITATE RAINFALL MONITORING A RAIN GAUGE IS REQUIRED TO BE ON SITE. ONCE STABILIZATION HAS BEEN ACCOMPLISHED INSPECTION RECORDS ARE TO BE FORWARDED TO THE GOVERNMENT AND ALL TEMPORARY EROSION/SEDIMENTATION CONTROL DEVICES REMOVED. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING COMPLIANCE WITH ALL PERMITS AND PLANS, ANY CHANGES MUST BE APPROVED BY THE STATE PRIOR TO EXECUTION. A COPY OF THE EROSION AND SEDIMENTATION CONTROL PLAN, LETTER OF APPROVAL, AND NPDES CONSTRUCTION PERMIT MUST BE MAINTAINED BY THE CONTRACTOR AT THE ONSITE OFFICE. 5. THE CONTRACTOR SHALL LIMIT SITE ACCESS BY CONSTRUCTION VEHICLES TO THE CONTRACTOR SHALL LIMIT SITE ACCESS BY CONSTRUCTION VEHICLES TO ENTRANCES PROTECTED BY A STONE CONSTRUCTION ENTRANCE. SEDIMENT SHALL BE REMOVED FROM PAVED AREAS ON A DAILY BASIS. 6. STOCKPILES OF SOIL AND OTHER ERODIBLE MATERIALS SHALL BE STABILIZED STOCKPILES OF SOIL AND OTHER ERODIBLE MATERIALS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION FOR STOCKPILES ON SITE AS WELL AS FOR MATERIALS TRANSPORTED FROM THE PROJECT SITE. 7. THE CONTRACTOR SHALL MONITOR AND TAKE PRECAUTIONS TO CONTROL DUST THE CONTRACTOR SHALL MONITOR AND TAKE PRECAUTIONS TO CONTROL DUST INCLUDING (BUT NOT LIMITED TO) USE OF WATER, MULCH, OR CHEMICAL DUST ADHESIVES AND CONTROL OF CONSTRUCTION SITE TRAFFIC. 8. EFFLUENT FROM DE-WATERING OPERATIONS SHALL BE FILTERED OR PASSED EFFLUENT FROM DE-WATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT ADJACENT PROPERTIES, WETLANDS, INFILTRATION BASINS, WATERWAYS OR THE STORM DRAINAGE SYSTEM. 9. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF ANY ADDITIONAL CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED NECESSARY BY THE PLAN APPROVING AUTHORITY. 10. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE NOT TO BE TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE NOT TO BE REMOVED UNTIL ALL DISTURBED AREAS ARE STABILIZED. AFTER STABILIZATION IS COMPLETE. ALL MEASURES SHALL BE REMOVED WITHIN 30 DAYS. TRAPPED SEDIMENT SHALL BE SPREAD AND SEEDED. 11. ANY SEDIMENT THAT HAS BEEN TRANSPORTED BEYOND THE PROJECT LIMITS ANY SEDIMENT THAT HAS BEEN TRANSPORTED BEYOND THE PROJECT LIMITS SHALL BE REMOVED. RESPONSIBLE MAINTENANCE CONTACT: DEPUTY PUBLIC WORKS OFFICER 12. ALL BORROW MATERIAL SHALL BE PROVIDED FROM AN APPROVED BORROW ALL BORROW MATERIAL SHALL BE PROVIDED FROM AN APPROVED BORROW PIT. ALL SOIL WASTE SHALL BE TRANSPORTED OFF GOVERNMENT PROPERTY TO AN APPROVED LANDFILL. 13. ALL FILL MATERIAL NEEDED TO EXECUTE THIS PROJECT MUST BE OBTAINED ALL FILL MATERIAL NEEDED TO EXECUTE THIS PROJECT MUST BE OBTAINED FROM AN NCDENR LAND QUALITY SECTION PERMITTED BORROW PIT. 14. NO WETLANDS EXIST WITHIN THE LIMITS OF CONSTRUCTION. THERE ARE NO WETLANDS EXIST WITHIN THE LIMITS OF CONSTRUCTION. THERE ARE WETLANDS ADJACENT TO THE PROJECT LIMITS. ENSURE THERE IS NO ACCIDENTAL ENCROACHMENT OR RELEASE OF SEDIMENT INTO WETLAND AREAS.

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%%UMULCH

AutoCAD SHX Text %%uWATER

AutoCAD SHX Text %%uMAINTENANCE

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%%USOIL AMENDMENTS

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GERMAN MILLET

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%%U SPECIES

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WINTER RYE (GRAIN)

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%%U SPECIES

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KOBE LESPEDEZA

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%%UTEMPORARY SUMMER SEED MIX

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MARCH 1 - SEPT. 1

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SEPT. 1 - MARCH 1

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%%UTEMPORARY WINTER SEED MIX

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%%U RATE (LB./ACRE)

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%%U RATE (LB./ACRE)

AutoCAD SHX Text %%uAPPROVED TALL FESCUE CULTIVARS:

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ADVENTURE

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APACHE

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BROOKSTONE

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CHESAPEAKE

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DEBUTANTE

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FINELAWN PETITE

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GRANDE

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JAGUAR III

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MONTAUK

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PHOENIX

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REBEL JR.

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SHENANDOAH

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TRAILBLAZER

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WRANGLER

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ADVENTURE II

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APACHE II

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BONANZA

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CHIEFTAIN

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DUSTER

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FINELAWN

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GUARDIAN

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KENTUCKY 31

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MUSTANG

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PIXIE

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REBEL II

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TEMPO

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TRIBUTE

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AMIGO

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ARID

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BONANZA II

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CORONADO

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FALCON

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FINELAWN I

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HOUNDOG

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KITTY HAWK

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OLYMPIC

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PYRAMID

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RENEGADE

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TITAN

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VEGAS

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ANTHEM

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AUSTIN

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CHAPEL HILL

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CROSSFIRE II

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FALCON II

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GENESIS

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JAGUAR

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MONARCH

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PACER

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REBEL

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SAFARI

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TOMAHAWK

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WOLFPACK

AutoCAD SHX Text FERTILIZER SHALL BE 10-20-20 ANALYSIS. UPON WRITTEN APPROVAL OF THE ENGINEER, A DIFFERENT ANALYSIS OF FERTILIZER MAY BE USED PROVIDED THE 1-2-2 RATIO IS MAINTAINED AND THE RATE OF APPLICATION ADJUSTED TO PROVIDE THE SAME AMOUNT OF PLANT FOOD AS 10-20-20 ANALYSIS.

AutoCAD SHX Text %%uTEMPORARY SEEDING:

AutoCAD SHX Text FERTILIZER SHALL BE THE SAME ANALYSIS AS SPECIFIED FOR "SEEDING AND MULCHING" AND APPLIED AT THE RATE OF 400 POUNDS (450 KILOGRAMS) AND SEEDED AT THE RATE OF 50 POUNDS (55 kg) PER HECTARE. SWEET SUDAN GRASS, GERMAN MILLET OR BROWNTOP MILLET SHALL BE USED IN SUMMER MONTHS AND RYE GRAIN DURING THE REMAINDER OF THE YEAR. THE ENGINEER WILL DETERMINE THE EXACT DATES FOR USING EACH KIND OF SEED.

AutoCAD SHX Text %%uFERTILIZER TOPDRESSING:

AutoCAD SHX Text FERTILIZER USED FOR TOPDRESSING ON ALL ROADWAY AREAS EXCEPT SLOPES 2:1 AND STEEPER SHALL BE 10-20-20 WRITTEN APPROVAL OF THE ENGINEER, A DIFFERENT ANALYSIS OF FERTILIZER MAY BE USED PROVIDED GRADE AND SHALL BE APPLIED AT THE RATE OF APPLICATION ADJUSTED TO PROVIDE THE SAME AMOUNT OF PLANT FOOD AS 10-20-20 ANALYSIS.

AutoCAD SHX Text FERTILIZER USED FOR TOPDRESSING ON SLOPES 2:1 AND STEEPER AND WASTE AND BORROW AREAS SHALL BE 16-8-8 GRADE AND SHALL BE APPLIED AT THE RATE OF 500 POUNDS PER ACRE (560 KG PER HECTARE). UPON WRITTEN APPROVAL OF THE ENGINEER, A DIFFERENT ANALYSIS OF FERTILIZER MAY BE USED PROVIDED THE 2-1-1 RATIO IS MAINTAINED AND THE RATE OF APPLICATION ADJUSTED TO PROVIDE THE SAME AMOUNT OF PLANT FOOD AS 16-8-8 ANALYSIS.

AutoCAD SHX Text THE KINDS OF SEED AND PROPORTIONS SHALL BE THE SAME AS SPECIFIED FOR "TEMPORARY SEEDING AND MULCHING", WITH THE EXCEPTION THAT NO CENTIPEDE SEED WILL BE USED IN THE SEED MIX FOR SUPPLEMENTAL SEEDING. THE RATE OF APPLICATION FOR SUPPLEMENTAL SEEDING MAY VARY FROM 25# TO 75# PER ACRE (28KG TO 85KG PER HECTARE). THE ACTUAL RATE PER ACRE (HECTARE) WILL BE DETERMINED BY THE ENGINEER PRIOR TO THE TIME OF TOPDRESSING AND THE CONTRACTOR WILL BE NOTIFIED IN WRITING OF THE RATE PER ACRE (HECTARE), TOTAL QUANTITY NEEDED, AND AREAS ON WHICH TO APPLY THE SUPPLEMENTAL SEED. MINIMUM TILLAGE EQUIPMENT, CONSISTING OF SOD SEEDER SHALL BE USED FOR INCORPORATING SEED INTO THE SOIL AS TO PREVENT DISTURBANCE OF EXISTING VEGETATION. A CLODBUSTER (BALL AND CHAIN) MAY BE USED WHERE DEGREE OF SLOPE PREVENTS THE USE OF A SOD SEEDER.

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%%UMOWING:

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THE MINIMUM MOWING HEIGHT ON THIS PROJECT SHALL BE 4 INCHES (100 MM).

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%%UCRIMPING STRAW MULCH:

AutoCAD SHX Text CRIMPING SHALL BE REQUIRED ON THIS PROJECT FOR ALL SEEDING OPERATIONS PER NCDENR. STRAW MULCH TO BE OF SUFFICIENT LENGTH AND QUALITY TO WITHSTAND THE CRIMPING OPERATION AND PROVIDE ADEQUATE GROUND COVER. CRIMPING EQUIPMENT INCLUDING POWER SOURCE SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER PROVIDING THAT MAXIMUM SPACING OF CRIMPER BLADES SHALL NOT EXCEED 8 INCHES (200 MM).

AutoCAD SHX Text TEMPORARY SEEDING AND MULCHING: THE KINDS OF SEED AND FERTILIZER, AND THE RATES OF APPLICATION OF SEED, FERTILIZER, AND LIMESTONE, SHALL BE AS STATED BELOW. DURING PERIODS OF OVERLAPPING DATES, THE KINDS OF SEED TO BE USED SHALL BE DETERMINED BY THE ENGINEER. ALL ARE IN POUNDS PER ACRE (KILOGRAMS PER HECTARE).

AutoCAD SHX Text APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER. ANCHOR MULCH WITH ROVING, NETTING OR BY TACKING WITH ASPHALT EMULSION AT A RATE OF 400 GAL./ACRE

AutoCAD SHX Text TO BE INCORPORATED INTO THE TOP 3 INCHES OF SOIL IN AREAS WITH SLOPES 2:1 OR FLATTER APPLY FERTILIZER (10-10-10) AT A RATE OF 1000 LB/ACRE APPLY LIME (GROUND AGRICULTURAL LIMESTONE) AT A RATE OF 4000 LB/ACRE APPLY SUPERPHOSPHATE (0-49-0) AT A RATE OF 200 LB/ACRE

AutoCAD SHX Text MINIMUM OF 1" OF RAINFALL A WEEK (IF NOT SUPPLIED NATURALLY, CONTRACTOR SHALL SUPPLY THE REMAINING AMOUNT UNTIL GROUND COVER HAS BEEN ESTABLISHED).

AutoCAD SHX Text REFERTILIZE IN THE SECOND YEAR UNLESS THE GROWTH IS FULLY ADEQUATE. MOW WHEN THE AVERAGE PLANT HEIGHT EXCEEDS 6 INCHES. RESEED, FERTILIZE AND MULCH DAMAGED AREAS IMMEDIATELY.

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1. RIP THE ENTIRE AREA TO 6" DEPTH. RIP THE ENTIRE AREA TO 6" DEPTH. 2. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. 3. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE IN ACCORDANCE WITH APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE IN ACCORDANCE WITH "SEEDING SCHEDULE" AND MIX WITH SOIL. 4. CONTINUE TILLAGE UNTIL A WELL-PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS CONTINUE TILLAGE UNTIL A WELL-PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP. 5. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. SEED ACCORDING TO "SEEDING SCHEDULE." 6. MULCH IN ACCORDANCE WITH "SEEDING SCHEDULE" IMMEDIATELY AFTER SEEDING. MULCH IN ACCORDANCE WITH "SEEDING SCHEDULE" IMMEDIATELY AFTER SEEDING. 7. INSPECT ALL SEEDING FOR COMPLIANCE WITH THE REQUIREMENTS OF THE "SEEDING INSPECT ALL SEEDING FOR COMPLIANCE WITH THE REQUIREMENTS OF THE "SEEDING SCHEDULE". MAKE NECESSARY REPAIRS AND RESEED WITHIN THE PLANTING SEASON, IF POSSIBLE, OR THE DAMAGED AREA SHALL BE REESTABLISHED FOLLOWING THE ORIGINAL LIME, FERTILIZER, AND SEEDING REQUIREMENTS.

AutoCAD SHX Text NOTE TEMPORARY SEED MIX SHALL BE USED FOR ALL AREAS EXPOSED GREATER THAN 15 WORKING DAYS AND SUBJECT TO FURTHER DISTURBANCE. AN ADEQUATE COVER SHALL HAVE 50 SPRIGS OF BERMUDA OR SERICEA LESPEDEZA PER ONE SQUARE FOOT.

AutoCAD SHX Text PURSUANT TO G.S. 133-A57(2), THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION-CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR PERMANENT GROUNDCOVER SUFFICIENT TO RESTRAIN EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS (AS SHOWN BELOW) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.

AutoCAD SHX Text THE NPDES PERMIT (SECTION II. 8.2) HAS RECENTLY REVISED THE REQUIREMENTS FOR GROUND STABILIZATION. STABILIZATION SHALL BE ACCOMPLISHED AS FOLLOWS: PERIMETER DIKES, SWALES, DITCHES AND SLOPES WITHIN 7 DAYS WITHIN 7 DAYS HIGH QUALITY WATER (HQW) ZONES WITHIN 7 DAYS WITHIN 7 DAYS SLOPES STEEPER THAN 3:1 WITHIN 7 DAYS WITHIN 7 DAYS SLOPES 3:1 OR FLATTER WITHIN 14 DAYS WITHIN 14 DAYS ALL OTHER AREAS W/ SLOPES FLATTER THAN 4:1 WITHIN 14 DAYSWITHIN 14 DAYS

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PROVIDE CENTIPEDE SOD FOR ALL DENUDED AREAS.

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1. INSTALL RCP DRIVEWAY CULVERTS AND TEMPORARY CONSTRUCTION ENTRANCES. INSTALL RCP DRIVEWAY CULVERTS AND TEMPORARY CONSTRUCTION ENTRANCES. 2. INSTALL CULVERT INLET PROTECTION AND EROSION CONTROL PRODUCT AROUND CULVERTS INSTALL CULVERT INLET PROTECTION AND EROSION CONTROL PRODUCT AROUND CULVERTS AND CHECK DAMS IN ALL EXISTING DITCHES AND SWALES AS INDICATED. 3. INSTALL TEMPORARY SILT FENCE AND TREE PROTECTION AROUND THE PERIMETER OF THE INSTALL TEMPORARY SILT FENCE AND TREE PROTECTION AROUND THE PERIMETER OF THE SITE AS INDICATED ON THE EROSION & SEDIMENT CONTROL PLAN PHASE 1. 4. CLEAR AND GRUB THE SITE WITHIN LIMIT OF DISTURBANCE. CLEAR AND GRUB THE SITE WITHIN LIMIT OF DISTURBANCE. NOTE: THE AREA FOR THE BOAT LAUNCH AND DOCK IS TO BE CLEARED AND GRUBBED FIRST. WHILE THE REST OF THE SITE IS BEING CLEARED AND GRUBBED. INSTALL UNDER GROUND COMMUNICATION FROM STATION 26+50 TO 31+50. 5. INSTALL DITCHES AND OUTFALL CHANNELS AS SHOWN. INSTALL DITCHES AND OUTFALL CHANNELS AS SHOWN. 6. SOD SLOPES DITCHES AND CHANNELS WITHIN 7 DAYS. THIS MUST BE DONE IMMEDIATELY SOD SLOPES DITCHES AND CHANNELS WITHIN 7 DAYS. THIS MUST BE DONE IMMEDIATELY TO PROTECT THE WETLANDS THAT SURROUND THE AREA. 7. ROUGH GRADE SITE, CONSTRUCT CHANNELS, INSTALL PROPOSED STORM DRAINAGE SYSTEM ROUGH GRADE SITE, CONSTRUCT CHANNELS, INSTALL PROPOSED STORM DRAINAGE SYSTEM AND INLET PROTECTION. INSTALL OUTLET PROTECTION AT PROPOSED CULVERTS. 8. INSTALL RETAINING WALL, BOAT LAUNCH, DOCK, UTILITIES, AND SITE WORK. INSTALL RETAINING WALL, BOAT LAUNCH, DOCK, UTILITIES, AND SITE WORK. 9. FINISH SLOPES AROUND STRUCTURES UPON COMPLETION OF ROUGH GRADING. LEAVE FINISH SLOPES AROUND STRUCTURES UPON COMPLETION OF ROUGH GRADING. LEAVE SLIGHTLY ROUGH AND VEGETATE AND MULCH IMMEDIATELY. 10. COMPLETE FINAL GRADING FOR PARKING AREAS AND DRIVES AND STABILIZE WITH GRAVEL. COMPLETE FINAL GRADING FOR PARKING AREAS AND DRIVES AND STABILIZE WITH GRAVEL. 11. COMPLETE FINAL GRADING FOR THE RETAINING WALL, BOAT LAUNCH, DOCK AND COMPLETE FINAL GRADING FOR THE RETAINING WALL, BOAT LAUNCH, DOCK AND EMBANKMENT. 12. COMPLETE FINAL GRADING OF THE GROUNDS, TOPSOIL CRITICAL AREAS AND PERMANENTLY COMPLETE FINAL GRADING OF THE GROUNDS, TOPSOIL CRITICAL AREAS AND PERMANENTLY VEGETATE, LANDSCAPE AND MULCH. 13. INSPECT ALL EROSION AND SEDIMENT CONTROL PRACTICES WEEKLY AND WITHIN 24 HOURS INSPECT ALL EROSION AND SEDIMENT CONTROL PRACTICES WEEKLY AND WITHIN 24 HOURS OF A 0.5 INCH- MEASURED RAINFALL EVENT. A RAIN GAUGE SHALL BE INSTALLED TO MEASURE RAINFALL EVENTS. REPAIR ANY DAMAGE IMMEDIATELY TO EROSION AND SEDIMENT CONTROL MEASURES. 14. INSPECT AND INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES IN ACCORDANCE INSPECT AND INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES IN ACCORDANCE WITH NCDENR'S NEW SELF INSPECTION PROGRAM FOR EROSION AND SEDIMENTATION CONTROL. COPIES OF THE SELF INSPECTION REPORTS SHALL BE PROVIDED TO THE ROICC'S OFFICE. 15. AFTER SITE IS STABILIZED, REMOVE ALL TEMPORARY MEASURES AND INSTALL SOD ON AFTER SITE IS STABILIZED, REMOVE ALL TEMPORARY MEASURES AND INSTALL SOD ON DISTURBED AREAS.

AutoCAD SHX Text IN ORDER TO PREVENT EROSION AND CAPTURE SEDIMENTS WITHIN THE PROJECT, THE FOLLOWING PRACTICES SHALL BE USED AND LOCATED APPROXIMATELY AS SHOWN ON ESC PLAN. 1. CLEARING LIMITS SHALL BE MARKED BY FENCING OR OTHER MEANS ON THE GROUND. CLEARING LIMITS SHALL BE MARKED BY FENCING OR OTHER MEANS ON THE GROUND. 2. INSTALL DRIVEWAY CULVERTS AND ROCKED CONSTRUCTION ENTRANCE (CE) WILL BE PLACED AT INSTALL DRIVEWAY CULVERTS AND ROCKED CONSTRUCTION ENTRANCE (CE) WILL BE PLACED AT ENTRANCES TO SITE INDICATED ON THE PLAN. 3. SILT FENCE (SF) SHALL BE PLACED ALONG SLOPE CONTOURS AT THE LIMITS OF CLEARING IN SILT FENCE (SF) SHALL BE PLACED ALONG SLOPE CONTOURS AT THE LIMITS OF CLEARING IN THE VICINITY OF BOTH THE WETLAND AND SLOPES. IN SOME CASES TWO (2) ROWS OF SILT FENCE MAY BE REQUIRED AT THE CONSTRUCTION INSPECTOR'S DISCRETION AND CLOSE TO WETLANDS AND OTHER CRITICAL AREAS. 4. MULCH SHALL BE SPREAD OVER ALL CLEARED AREAS OF THE SITE WHEN THEY ARE NOT BEING MULCH SHALL BE SPREAD OVER ALL CLEARED AREAS OF THE SITE WHEN THEY ARE NOT BEING WORKED. 5. WATER WILL NOT BE ALLOWED TO POINT DISCHARGE ONTO SLOPES. A ROCK-LINED DITCH MAY WATER WILL NOT BE ALLOWED TO POINT DISCHARGE ONTO SLOPES. A ROCK-LINED DITCH MAY BE NECESSARY TO INTERCEPT AND DIRECT WATER TO OUTFALL CHANNELS. 6. THE DRIVEWAY WILL BE GRADED AND GRAVELED IMMEDIATELY. DISPERSION TRENCHES SHALL THE DRIVEWAY WILL BE GRADED AND GRAVELED IMMEDIATELY. DISPERSION TRENCHES SHALL BE PLACED PER FLOW CONTROL REQUIREMENTS. DISTURBED AREAS ACCEPTING SHEET FLOW FROM THE DRIVEWAY AND/OR PARKING WILL BE SEEDED AND MULCHED. 7. CULVERT INLET (CIP) SHALL BE PLACED ON THE INSTALLED CULVERTS. CULVERT INLET (CIP) SHALL BE PLACED ON THE INSTALLED CULVERTS. 8. OUTLET PROTECTION (OP) SHALL BE PLACED AT OUTLET OF ALL PIPES ON SITE. OUTLET PROTECTION (OP) SHALL BE PLACED AT OUTLET OF ALL PIPES ON SITE. 9. CHECK DAMS (CD) SHALL BE INSTALLED IN EXISTING DITCHES AND SWALES.CHECK DAMS (CD) SHALL BE INSTALLED IN EXISTING DITCHES AND SWALES.

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1. NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ) APPROVAL OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ) APPROVAL OF THE EROSION AND SEDIMENTATION PLANS (E&S) IS REQUIRED PRIOR TO THE BEGINNING OF CONSTRUCTION ACTIVITIES AT THE SITE. 2. HOLD A PRECONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO STARTING HOLD A PRECONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO STARTING CONSTRUCTION OR AS DIRECTION BY THE CONTRACTING OFFICER. 3. COORDINATE UTILITY NOTIFICATION WITH NORTH CAROLINA 811, CALL BEFORE YOU DIG AND THE COORDINATE UTILITY NOTIFICATION WITH NORTH CAROLINA 811, CALL BEFORE YOU DIG AND THE MCB CAMP LEJEUNE PUBLIC WORKS DEPARTMENT. 4. NOTIFY THE BASE EMD (MIKE TAYLOR, MICHAEL.C.TAYLOR5@USMC.MIL) AND THE BASE PWD NOTIFY THE BASE EMD (MIKE TAYLOR, MICHAEL.C.TAYLOR5@USMC.MIL) AND THE BASE PWD (TALIA PRENDERGAST, TALIA.PRENDERGAST@USMC.MIL) 48-HOURS PRIOR TO BEGINNING LAND DISTURBANCE ACTIVITIES.