_Drawings_2_of_2_.pdf
PDF 19 MB Posted
- Attached to
- Replace Potable Water Wells and Install Raw Water Main Federal contract opportunity
- Solicitation number
- N4008519B4002
About this file
This pre-solicitation notice describes a forthcoming solicitation for replacement of potable water wells and installation of raw water main at Marine Corps Air Station Cherry Point in North Carolina. The contract will be awarded on a firm-fixed price basis to a small business for providing all labor, management, supervision, materials and equipment required to demolish four existing wells, construct three new wells, extend raw water mains and fiber optic lines to the new well sites, and perform related site preparation and incidental work. The total small business set-aside contract valued between $1-5 million utilizes NAICS code 237110 and will be solicited using sealed bidding procedures. The response deadline is 12 September 2019 with a pre-bid site visit scheduled for 19 August 2019. The wage determination, bid bond requirement, and other offeror registration and certification requirements are specified. The point of contact for questions is Jennifer L. Stewart of the Naval Facilities Engineering Command.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| N40085-19-B-4002-0001.pdf | ||
| _SpecsAsOne.pdf | ||
| _Drawings_1_of_2.pdf | ||
| _N40085-19-B-4002.pdf |
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AECOM TECHNICAL SERVICES, INC.
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WELL PROFILE
PRELIMINARY WELL CONSTRUCTION DATA
PUMP PEDESTALA1
SECTION A-A
PLAN
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NON-SHRINK GROUT
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12" SDR-17 PVC CASING
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CONCRETE PEDESTAL
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DISCHARGE HEAD
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2" VENT WITH MESH SCREEN AND PRESSURE TRANSDUCER LINE
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INNER 6" STEEL CASING
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WELL DETAILS
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NONE
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DSS
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KKPT
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MARINE CORPS AIR STATION
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CHERRY POINT, NORTH CAROLINA
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JANUARY 2019
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AutoCAD SHX Text 60537017
AutoCAD SHX Text 6584536
AutoCAD SHX Text N62470-14-D-9016
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NORTH CAROLINA IPT
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MARINE CORPS BASE - CAMP LEJEUNE, NORTH CAROLINA
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CP18E01M
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PROJECT NO.
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WO. NO
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CP NO.
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CONTR. NO.
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DEPARTMENT OF THE NAVY
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SCALE:
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SHEET
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NAVAL FACILITIES ENGINEERING COMMAND
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DES
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DESCRIPTION
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APPR
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APPROVED
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SEAL
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OF
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NAVFAC DRAWING NO.
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CONSTR. CONTR. NO.
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VERTICAL TURBINE PUMP & MOTOR
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AutoCAD SHX Text DEPTHS INDICATED TAKEN FROM TEST WELL DATA FOR BIDDING PURPOSES. ACTUAL WELL DEPTHS, SCREEN LENGTHS, SCREEN SLOT SIZES AND OTHER FINAL DESIGN PARAMETERS SHALL BE BASED ON RESULTS OF PILOT-HOLE TESTING, SAMPLE CHARACTERIZATION, AND GEOPHYSICAL LOGGING ASSOCIATED WITH EACH NEW WELL LOCATION.
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10' LONG 12"%%C S/S TAIL PIECE
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END SCREEN
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BEGIN SCREEN
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CEMENT GROUT
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WELL CONSTRUCTION DATA (THIS SHEET).
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BOREHOLE
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FINISHED GROUND ELEV.
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#3 GRAVEL PACK
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12" TYPE 304 STAINLESS STEEL SCREEN
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SUCTION STRAINER
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BOWL ASSEMBLY
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6" STEEL COLUMN PIPE. ENSURE WEIGHT BEARING, TORQUE RESISTANT FITTINGS.
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12" INNER CASING (SDR 17 PVC)
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20" BLACK STEEL OUTER CASING SET IN GROUT
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5' MIN. - 20' MAX.
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BEGIN GRAVEL PACK
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CENTRALIZERS TO KEEP DISCHARGE COLUMN AND PUMP CENTERED
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BOTTOM OF WELL
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PRESSURE TRANSDUCER TO WALL MOUNTED TRANSMITTER
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WELDED 2" 316 SS VENT WITH #24 SS WIRE MESH SCREEN
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TOP OF PEDESTAL
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FF ELEV.
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12.75" DIA.
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OPENING
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1/4" EXPANSION JOINT MATERIAL WITH SILICONE SEALANT
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3/4" CHAMFER (TYP.)
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1/4" EXPANSION JOINT MATERIAL W/ SILICONE JOINT SEALANT (4 SIDES)
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#4 TIES (TYP.)
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EPOXY ANCHORS, SIZE AND LENGTH PER PUMP MANUFACTURER (TYP. 4 LOCATIONS)
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#5 @ 12" (8 TOTAL)
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#4 TIES
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CONSTRUCTION JOINT BETWEEN WELL GROUT AND PUMP PEDESTAL
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GROUT BETWEEN INNER AND OUTER CASING
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AECOM TECHNICAL SERVICES, INC.
1600 PERMIMETER PARK DRIVE
SUITE 400
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SITE PREPARATION NOTES
METAL SWING GATEA3
WELL HOUSE AND GENERATOR PAD SITE PREPARATION DETAILC1
GRAVEL PAVEMENTA1
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WELL HOUSE DETAILS
AutoCAD SHX Text 12757459
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NONE
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DSS
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KKPT
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MARINE CORPS AIR STATION
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CHERRY POINT, NORTH CAROLINA
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JANUARY 2019
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AutoCAD SHX Text 60537017
AutoCAD SHX Text 6584536
AutoCAD SHX Text N62470-14-D-9016
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NORTH CAROLINA IPT
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MARINE CORPS BASE - CAMP LEJEUNE, NORTH CAROLINA
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CP18E01M
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PROJECT NO.
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WO. NO
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CP NO.
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CONTR. NO.
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DEPARTMENT OF THE NAVY
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DES
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DESCRIPTION
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DATE
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APPR
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CHK
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SATISFACTORY TO
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APPROVED
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ACTIVITY
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DATE
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SEAL
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OF
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DATE:
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SEAL
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FINAL DRAWINGS
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NAVFAC DRAWING NO.
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CONSTR. CONTR. NO.
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COMPACTED SUBGRADE
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GEOGRID
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12" GRAVEL SURFACE MATERIAL - NCDOT SIZE NO. ABC STONE
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GRAVEL PAVEMENT SIDELINE TOP OF DRIVE (TOD) ELEV.
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1. SEE CONTRACT SPECIFICATIONS FOR POROUS FILL MATERIAL, STRUCTURAL FILL MATERIAL, AND COMPACTION SEE CONTRACT SPECIFICATIONS FOR POROUS FILL MATERIAL, STRUCTURAL FILL MATERIAL, AND COMPACTION REQUIREMENTS. 2. PRIOR TO CONSTRUCTION, ALL VEGETATION, TOPSOIL, FILL, AND OTHER DELETERIOUS MATERIAL SHALL BE PRIOR TO CONSTRUCTION, ALL VEGETATION, TOPSOIL, FILL, AND OTHER DELETERIOUS MATERIAL SHALL BE REMOVED FROM WITHIN THE ENTIRE BUILDING AREA TO AN ELEVATION EQUAL TO 12" BELOW THE LOWEST ELEVATION OF THE BUILDING FOUNDATION, AND THE EXPOSED SUBGRADE LEVELED. FOR THE STRIPPING AND FILLING OPERATIONS, THE BUILDING AREA SHALL EXTEND FIVE (5) FEET MINIMUM BEYOND THE BUILDING LINE MEASURED AT FINISHED FLOOR ELEVATION. 3. AFTER STRIPPING, THE BUILDING AREA EXPOSED SUBGRADE SOILS SHALL BE LEVELED THEN PROOFROLLED . AFTER STRIPPING, THE BUILDING AREA EXPOSED SUBGRADE SOILS SHALL BE LEVELED THEN PROOFROLLED . THE PROOFROLLING OPERATION SHALL BE INSPECTED BY THE CONTRACTING OFFICER TO DETERMINE IF FURTHER EXCAVATION IS REQUIRED. COMPACTION OF THE SUBGRADE BEYOND THAT PERFORMED BY THE PROOFROLLING IS NOT REQUIRED. 4. COMPACTED STRUCTURAL FILL SHALL BE PLACED OVER THE ENTIRE BUILDING AREA TO THE BOTTOM OF THE COMPACTED STRUCTURAL FILL SHALL BE PLACED OVER THE ENTIRE BUILDING AREA TO THE BOTTOM OF THE POROUS FILL. 5. STRIP EXISTING SURFACE MATERIAL IN ACCORDANCE WITH SPECIFICATIONS. STRIP EXISTING SURFACE MATERIAL IN ACCORDANCE WITH SPECIFICATIONS. 6. SEE TYPICAL SITE PREPARATION DETAIL THIS SHEET.SEE TYPICAL SITE PREPARATION DETAIL THIS SHEET.
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3 HORIZONTAL (MIN) : 1 VERTICAL CUT AREA (SEE PLAN)
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3 HORIZONTAL (MIN) : 1 VERTICAL FILL AREA (SEE PLAN)
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1/2" FLAT PVC
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1/2" STEEL PLATE WELDED TO INSIDE OF 6" PIPE
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3" CLEAR
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FINISHED GRADE
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2"%%C SCHEDULE 40 STEEL PIPE
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3000 PSI CONCRETE
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"ROAD CLOSED" SIGN
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NOTE: ALL STEEL TO BE GALVANIZED AFTER FABRICATION
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6" SCHEDULE40 STEEL PIPE
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5" SCHEDULE40 STEEL PIPE
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2" INSIDE DIAMETER GALVANIZED EYE BOLT (TYP.) EACH GATE
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1/2" STEEL PLATE WELDED TO INSIDE OF 5" PIPE
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2'-0" DIAMETER
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4'-6" (TYP.)
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4'-6" (TYP.)
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1'-6" (TYP.)
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4'-6" (TYP.)
AutoCAD SHX Text PROVIDE 18" (MIN.) LENGTH OF CHAIN. LOCK PROVIDED BY CONTRACTOR. PROVIDE CONTRACTING OFFICER WITH 2 KEYS TO LOCK.
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BUILDING
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FOOTING - SEE STRUCTURAL DRAWINGS
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FINISHED FLOOR ELEVATION
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(SEE PLAN SHEETS)
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SEE PLAN FOR FINISHED GRADES
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SEE PLAN FOR FINISHED GRADES
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APPROVED UNDISTURBED SUBGRADE
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COMPACTED STRUCTURAL FILL
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SEE NOTE 2
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EXISTING GRADE
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4" POROUS FILL MATERIAL
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AECOM TECHNICAL SERVICES, INC.
1600 PERMIMETER PARK DRIVE
SUITE 400
MORRISVILLE, NC 27560
PIPE TRENCH DETAILSD1
AUTOMATIC AIR VALVE ASSEMBLY DETAILB1
BITUMINOUS PAVEMENT PATCH DETAILA1
CONCRETE BASE FOR UTILITY MARKERB2
UTILITY MARKER DETAILB4
VALVE BOX DETAILC2
GRAVEL DRIVEWAYC5
CONCRETE WALK SECTIONA2
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RAW WATER MAIN DETAILS
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NONE
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DSS
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KKPT
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MARINE CORPS AIR STATION
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CHERRY POINT, NORTH CAROLINA
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JANUARY 2019
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AutoCAD SHX Text N62470-14-D-9016
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NORTH CAROLINA IPT
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MARINE CORPS BASE - CAMP LEJEUNE, NORTH CAROLINA
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CP18E01M
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DEPARTMENT OF THE NAVY
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WIDTH
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TRENCH
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MATCH EXISTING, WHICHEVER IS GREATER.
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PROVIDE MINIMUM THICKNESSES SHOWN OR
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NOTE:
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SAWCUT, TYP.
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EXISTING
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BASE COURSE
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MIN.
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MIN.
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PAINT EXPOSED SURFACE AND BASE COURSE EDGES W/ TACK COAT
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1.5" MIN. BITUMINOUS SURFACE COURSE OVER 2.5" BITUMINOUS BASE COURSE
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10" MINIMUM AGGREGATE BASE COURSE
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(3000 PSI) CONCRETE
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2" GALVANIZED STEEL PIPE
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WATER MAIN
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4" PVC SLEEVE
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2" MIN.
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BRICK ON EDGE
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3 COURSES OF
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FRAME COVER IN ACCORDANCE
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2" CORPORATION STOP
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W/ FS A-A 60005
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FIG. 4, TYPE IV, SIZE 12 FRAME
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FIG. 12, TYPE E, SIZE 12 COVER
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PIPE SADDLE
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1" COMBINATION AIR/ VACUUM RELEASE VALVE
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DETECTION
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WIRE
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IDENTIFICATION
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IDENTIFICATION
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EMBEDMENT
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PIPE
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DETECTION
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WIRE
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SPRINGLINE
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FOR PLASTIC PIPES
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PIPE ZONE
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COVER
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PIPE DIA.
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6" TO 15"
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MAXIMUM TRENCH WIDTH "W" TAKEN AT TOP OF PIPE
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1. PROVIDE BEDDING MATERIAL IN ACCORDANCE WITH THE PROVIDE BEDDING MATERIAL IN ACCORDANCE WITH THE SPECIFICATIONS. 2. COMMON FILL, EXCEPT STRUCTURAL FILL TO BOTTOM OF COMMON FILL, EXCEPT STRUCTURAL FILL TO BOTTOM OF PAVEMENT SECTION OR STRUCTURES, SPREAD FOOTINGS AND CONCRETE SLABS. 3. 12" THICK BEDDING MATERIAL ENVELOPED IN GEOTEXTILE 12" THICK BEDDING MATERIAL ENVELOPED IN GEOTEXTILE LOCATIONS INDICATED. OVERLAY GEOTEXTILE FABRIC AT TOP AND ENDS, 36" MINIMUM. 4. PLACE TAPE 12" BELOW FINISHED GRADE IN UNPAVED AREAS & PLACE TAPE 12" BELOW FINISHED GRADE IN UNPAVED AREAS & 6" BELOW TOP OF SUBGRADE IN PAVED AREAS. 5. PLASTIC PIPES INCLUDE PVC AND HDPE PIPES.PLASTIC PIPES INCLUDE PVC AND HDPE PIPES.
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TAPE
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8" MIN.
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12" MIN.
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#57 STONE
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GEOTEXTILE ENVELOPE
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GEOTEXTILE ENVELOPE W/ 36" OVERLAY (MIN.) AT TOP AND ENDS
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6"MIN.
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6"MIN.
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PIPE
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12" BEDDING MATERIAL
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FOR NON-PLASTIC PIPES (EXCEPT STORM SEWER PIPE NOS. 1 TO 42 AND SANITARY PIPES)
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FOR STORM SEWER PIPE NOS. 1 TO 42 AND SANITARY PIPES
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INITIAL BACKFILL- STRUCTURAL FILL
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BEDDING MATERAIL
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BACKFILL-
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INITIAL BACKFILL- STRUCTURAL FILL
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12" BEDDING MATERIAL
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33" TO 42"
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48" & LARGER
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COVER
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SEE NOTE 2
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(PROVIDE OVER RAW WATER @ 300' ON CENTER AND BENDS)
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W4 WIRE
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1/2" CHAMFER (TYP.)
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4 #3 STEEL RODS
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1'-9" LONG
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UTILITY MARKER (B4/C504)
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GROUND LINE
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AutoCAD SHX Text REINFORCEMENT TO BE #3 STEEL ROD, SECURLY HELD IN CAGES BY SPOT WELDED W4 WIRES ATTACHED TO ALL BARS APPROXIMATELY 8" FROM EACH END TO INSURE PROPER PLACING.
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3000 PSIA MINIMUM CONCRETE
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MINIMUM CLEARANCE 1"
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RAW
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WATER
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INDICATE SIZE OF MAIN
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EMBEDDED IN CONCRETE
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2 1/2"%%C BRASS DISK
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1 1/2" STUD
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SECTION
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RAW
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PLAN
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UTILITY TYPE
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ENGRAVE/STAMP
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WATER
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EACH VALVE BOX CENTER SECTION
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FINISHED GRADE
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VALVE BOX WITH COVER,
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PAVEMENT
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3' SQ. CONC.
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VALVE BOX BASE
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AS REQUIRED
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TOTAL LENGTH OF VALVE BOX
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TOP SECTION
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MAX
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EXTENSION STEM
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BURIED VALVE
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5"%%C SHAFT
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STEEL RING SPACER AT TOP OF
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PROVIDE 5"%%CX 1/2" THICK
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OF THE VALVE BOX
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ALIGNED WITH THE CENTER LINE
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TO KEEP THE EXTENSION STEM
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OPERATING NUT
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MIN. 8"
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CLEARANCE
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MIN
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TRENCH
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WIDTH
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MIN
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6" AGGREGATE BASE COURSE
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PIPE TRENCH SEE DETAIL D1/C504
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COMPACTED BACKFILL
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COMPACTED SUBGRADE
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4" CONCRETE
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PROVIDE CONTROL JOINTS @ SPACING EQUAL
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TO WIDTH OF SIDEWALK AND 1/2" EXPANSION
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STRUCTURES AND EXISTING CONCRETE, UNLESS
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NOTED OTHERWISE.
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JOINTS EVERY 40' OF STRAIGHT RUN, AT
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CHANGES IN DIRECTION AND AGAINST ALL
SIDEWALK NOTE:
6" BLOW- OFF INSTALLATION DETAIL
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AECOM TECHNICAL SERVICES, INC.
1600 PERMIMETER PARK DRIVE
SUITE 400
MORRISVILLE, NC 27560
BORE AND JACK DETAILA4
SECTION A-A
PIPE SUPPORT DETAILA3
6" BLOW-OFF INSTALLATION DETAILA2
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AS
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AutoCAD SHX Text 0'-2 1/2"
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MIN. 0'-10 1/2"
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REQ'D
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TYPE 37 PIPE SUPPORT
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SHANK TO FIT INTO 0'-2 1/2" SCHEDULE 40 STEEL PIPE
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TYPE 38 ADJUSTABLE PIPE SUPPORT (USE SAME COATING SYSTEM AS PIPING)
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MAX. 0'-15 1/4"
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1" MIN. 3" MAX NON-SHRINK GROUT
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STD PIPE FLANGE ATTACHED TO CONCRETE OR MASONRY W/4 SST STUD TYPE WEDGE ANCHORS
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COMPACTED BACKFILL
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(TAMPED IN 6" LIFTS)
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6" DIP
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3'-6" MIN.
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3'-6" MIN.
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CONC. BLOCK
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CONC. THRUST BLOCKING
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REQUIRED TEE, RJ ROTATED 45° DOWNWARD
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6" 90° BEND, FLG
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2 CU. YDS. CLASS B RIP RAP
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6" MECHANICAL JOINT RESTRAINT GLAND
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7 CU. FT. CRUSHED STONE MIN.
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6" 90° BEND, MJ
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?" THREADED ROD 2 REQ'D. EACH SECTION
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?" DIA. DRAIN HOLE DRILLED IN PIPE SURROUND WITH STONE
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VALVE BOX
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6" GATE VALVE
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6" 45° BEND, RJ
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GENERAL DETAILS
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NONE
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KKPT
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MARINE CORPS AIR STATION
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CHERRY POINT, NORTH CAROLINA
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JANUARY 2019
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AutoCAD SHX Text 60537017
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AutoCAD SHX Text N62470-14-D-9016
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NORTH CAROLINA IPT
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MARINE CORPS BASE - CAMP LEJEUNE, NORTH CAROLINA
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CP18E01M
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PROJECT NO.
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WO. NO
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CP NO.
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CONTR. NO.
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DEPARTMENT OF THE NAVY
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SCALE:
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SHEET
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NAVAL FACILITIES ENGINEERING 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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CHK
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APPROVED
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ACTIVITY
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DATE
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SEAL
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A/E INFO
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OF
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DATE:
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SEAL
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FINAL DRAWINGS
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NAVFAC DRAWING NO.
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CONSTR. CONTR. NO.
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STEEL CASING
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CARRIER PIPE BRACE SHALL BE PLACED EVERY 6' AND PER MANUFACTURES RECOMMENDATIONS
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SEAL EACH END OF CASING WITH SOLID CONCRETE BRICK AND MORTAR 12" MINIMUM LENGTH.
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STEEL CASING
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CARRIER PIPE
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BAND
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RISER
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RUNNERS SHALL BE MIN. 2" WIDE
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CARRIER PIPE
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AutoCAD SHX Text NOTES: 1. INSTALLATION SHALL BE DRY BORE AND JACKING OF SMOOTH INSTALLATION SHALL BE DRY BORE AND JACKING OF SMOOTH WALL STEEL PIPE. JETTING OR WET BORING WITH WATER SHALL NOT BE ALLOWED. 2. EACH END OF ENCASEMENT TO BE SEALED. ALL VOIDS OUTSIDE EACH END OF ENCASEMENT TO BE SEALED. ALL VOIDS OUTSIDE THE CASING PIPE SHALL BE COMPLETELY FILLED WITH GROUT AT SUFFICIENT PRESSURE TO INSURE NO SETTLEMENT OF ROADWAY. METHOD OF GROUTING SHALL BE AS APPROVED BY THE CONTRACTING OFFICER. 3. THE BORING OPERATION SHALL BE CONDUCTED IN A MANNER THE BORING OPERATION SHALL BE CONDUCTED IN A MANNER THAT THE FLOW OF TRAFFIC IS NOT IMPEDED OR IN SUCH A MANNER SO AS NOT TO CREATE A HAZARD. 4. IF AN OBSTRUCTION IS ENCOUNTERED DURING THE BORING IF AN OBSTRUCTION IS ENCOUNTERED DURING THE BORING OPERATION, THE AUGER SHALL BE WITHDRAWN THE EXCESS CASING PIPE CUT-OFF, CAPPED AND THE INTERIOR AND EXTERIOR VOIDS SHALL BE COMPLETELY FILLED WITH GROUT UNDER PRESSURE. 5. CONTRACTOR SHALL FIELD ADJUST AND INSTALL PROPER PIPE CONTRACTOR SHALL FIELD ADJUST AND INSTALL PROPER PIPE BRACES TO ACCOMPLISH GRADE AND INVERTS AS SHOWN ON THE DRAWINGS.
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COMPLETELY FILL VOID OUTSIDE OF CASING W/GROUT SEE NOTE 2
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EACH SECTION OF ENCASEMENT PIPE SHALL BE BUTT-WELDED TO THE ADJACENT CASING PIPE
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COMPLETELY FILL VOID OUTSIDE OF CASING W/ GROUT
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FASTEN BRACE TO PIPE W/ HEAVY DUTY STUDS, NUTS AND WASHERS.
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NOTE: A DUCTILE IRON DOUBLE SOCKET INVERT TEE WITH FLANGE BRANCH MAY BE USED IN LIEU OF THE TEE AND 45° BEND
EROSION AND SEDIMENT CONTROL NOTES
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AECOM TECHNICAL SERVICES, INC.
1600 PERMIMETER PARK DRIVE
SUITE 400
MORRISVILLE, NC 27560
C701
STABILIZATION REQUIREMENTS
SITE DESCRIPTION STABILIZATION TIME TIMEFRAME EXCEPTIONS
TEMPORARY SEEDING MIXTURES
PLANTING DATE SPECIES APPLICATION RATE
PERMANENT SEEDING MIXTURES
PLANTING DATE SPECIES APPLICATION RATE
PERMANENT SEEDING MIXTURES
PLANTING DATE SPECIES APPLICATION RATE
UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND ALL VEGETATIVE AND STRUCTURAL EROSION AND ALL VEGETATIVE AND STRUCTURAL EROSION AND VEGETATIVE AND STRUCTURAL EROSION AND VEGETATIVE AND STRUCTURAL EROSION AND AND STRUCTURAL EROSION AND AND STRUCTURAL EROSION AND STRUCTURAL EROSION AND STRUCTURAL EROSION AND EROSION AND EROSION AND AND AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED IN CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED IN CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED IN PRACTICES WILL BE CONSTRUCTED AND MAINTAINED IN PRACTICES WILL BE CONSTRUCTED AND MAINTAINED IN WILL BE CONSTRUCTED AND MAINTAINED IN WILL BE CONSTRUCTED AND MAINTAINED IN BE CONSTRUCTED AND MAINTAINED IN BE CONSTRUCTED AND MAINTAINED IN CONSTRUCTED AND MAINTAINED IN CONSTRUCTED AND MAINTAINED IN AND MAINTAINED IN AND MAINTAINED IN MAINTAINED IN MAINTAINED IN IN IN ACCORDANCE WITH THE EROSION CONTROL LAWS OF THE STATE OF NORTH WITH THE EROSION CONTROL LAWS OF THE STATE OF NORTH WITH THE EROSION CONTROL LAWS OF THE STATE OF NORTH THE EROSION CONTROL LAWS OF THE STATE OF NORTH THE EROSION CONTROL LAWS OF THE STATE OF NORTH EROSION CONTROL LAWS OF THE STATE OF NORTH EROSION CONTROL LAWS OF THE STATE OF NORTH CONTROL LAWS OF THE STATE OF NORTH CONTROL LAWS OF THE STATE OF NORTH LAWS OF THE STATE OF NORTH LAWS OF THE STATE OF NORTH OF THE STATE OF NORTH OF THE STATE OF NORTH THE STATE OF NORTH THE STATE OF NORTH STATE OF NORTH STATE OF NORTH OF NORTH OF NORTH NORTH NORTH CAROLINA, SPECIFICALLY THE SEDIMENT POLLUTION CONTROL ACT OF 1973, AS SPECIFICALLY THE SEDIMENT POLLUTION CONTROL ACT OF 1973, AS SPECIFICALLY THE SEDIMENT POLLUTION CONTROL ACT OF 1973, AS THE SEDIMENT POLLUTION CONTROL ACT OF 1973, AS THE SEDIMENT POLLUTION CONTROL ACT OF 1973, AS SEDIMENT POLLUTION CONTROL ACT OF 1973, AS SEDIMENT POLLUTION CONTROL ACT OF 1973, AS POLLUTION CONTROL ACT OF 1973, AS POLLUTION CONTROL ACT OF 1973, AS CONTROL ACT OF 1973, AS CONTROL ACT OF 1973, AS ACT OF 1973, AS ACT OF 1973, AS OF 1973, AS OF 1973, AS 1973, AS 1973, AS AS AS AMENDED, AND THE LOCAL EROSION AND SEDIMENT CONTROL ORDINANCES. THE FOLLOWING SEQUENCE OF EVENTS AND EROSION CONTROL MEASURES SHALL FOLLOWING SEQUENCE OF EVENTS AND EROSION CONTROL MEASURES SHALL FOLLOWING SEQUENCE OF EVENTS AND EROSION CONTROL MEASURES SHALL SEQUENCE OF EVENTS AND EROSION CONTROL MEASURES SHALL SEQUENCE OF EVENTS AND EROSION CONTROL MEASURES SHALL OF EVENTS AND EROSION CONTROL MEASURES SHALL OF EVENTS AND EROSION CONTROL MEASURES SHALL EVENTS AND EROSION CONTROL MEASURES SHALL EVENTS AND EROSION CONTROL MEASURES SHALL AND EROSION CONTROL MEASURES SHALL AND EROSION CONTROL MEASURES SHALL EROSION CONTROL MEASURES SHALL EROSION CONTROL MEASURES SHALL CONTROL MEASURES SHALL CONTROL MEASURES SHALL MEASURES SHALL MEASURES SHALL SHALL SHALL BE INCORPORATED INTO THE CONSTRUCTION SCHEDULE FOR THIS PROJECT AND INCORPORATED INTO THE CONSTRUCTION SCHEDULE FOR THIS PROJECT AND INCORPORATED INTO THE CONSTRUCTION SCHEDULE FOR THIS PROJECT AND INTO THE CONSTRUCTION SCHEDULE FOR THIS PROJECT AND INTO THE CONSTRUCTION SCHEDULE FOR THIS PROJECT AND THE CONSTRUCTION SCHEDULE FOR THIS PROJECT AND THE CONSTRUCTION SCHEDULE FOR THIS PROJECT AND CONSTRUCTION SCHEDULE FOR THIS PROJECT AND CONSTRUCTION SCHEDULE FOR THIS PROJECT AND SCHEDULE FOR THIS PROJECT AND SCHEDULE FOR THIS PROJECT AND FOR THIS PROJECT AND FOR THIS PROJECT AND THIS PROJECT AND THIS PROJECT AND PROJECT AND PROJECT AND AND AND SHALL APPLY TO ALL CONSTRUCTION ACTIVITIES WITHIN THE PROJECT LIMITS. 1. CONTACT NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ) CONTACT NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ) NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ) NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ) CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ) CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ) DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ) DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ) OF ENVIRONMENTAL QUALITY (NCDEQ) OF ENVIRONMENTAL QUALITY (NCDEQ) ENVIRONMENTAL QUALITY (NCDEQ) ENVIRONMENTAL QUALITY (NCDEQ) QUALITY (NCDEQ) QUALITY (NCDEQ) (NCDEQ) (NCDEQ) DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES (DEMLR) WASHINGTON OF ENERGY, MINERAL, AND LAND RESOURCES (DEMLR) WASHINGTON OF ENERGY, MINERAL, AND LAND RESOURCES (DEMLR) WASHINGTON ENERGY, MINERAL, AND LAND RESOURCES (DEMLR) WASHINGTON ENERGY, MINERAL, AND LAND RESOURCES (DEMLR) WASHINGTON MINERAL, AND LAND RESOURCES (DEMLR) WASHINGTON MINERAL, AND LAND RESOURCES (DEMLR) WASHINGTON AND LAND RESOURCES (DEMLR) WASHINGTON AND LAND RESOURCES (DEMLR) WASHINGTON LAND RESOURCES (DEMLR) WASHINGTON LAND RESOURCES (DEMLR) WASHINGTON RESOURCES (DEMLR) WASHINGTON RESOURCES (DEMLR) WASHINGTON (DEMLR) WASHINGTON (DEMLR) WASHINGTON WASHINGTON WASHINGTON REGIONAL OFFICE ONE WEEK PRIOR TO THE BEGINNING OF CONSTRUCTION AT OFFICE ONE WEEK PRIOR TO THE BEGINNING OF CONSTRUCTION AT OFFICE ONE WEEK PRIOR TO THE BEGINNING OF CONSTRUCTION AT ONE WEEK PRIOR TO THE BEGINNING OF CONSTRUCTION AT ONE WEEK PRIOR TO THE BEGINNING OF CONSTRUCTION AT WEEK PRIOR TO THE BEGINNING OF CONSTRUCTION AT WEEK PRIOR TO THE BEGINNING OF CONSTRUCTION AT PRIOR TO THE BEGINNING OF CONSTRUCTION AT PRIOR TO THE BEGINNING OF CONSTRUCTION AT TO THE BEGINNING OF CONSTRUCTION AT TO THE BEGINNING OF CONSTRUCTION AT THE BEGINNING OF CONSTRUCTION AT THE BEGINNING OF CONSTRUCTION AT BEGINNING OF CONSTRUCTION AT BEGINNING OF CONSTRUCTION AT OF CONSTRUCTION AT OF CONSTRUCTION AT CONSTRUCTION AT CONSTRUCTION AT AT AT 252-948-3859. 2. PRIOR TO ANY LAND DISTURBING ACTIVITIES INSTALL ALL TEMPORARY EROSION PRIOR TO ANY LAND DISTURBING ACTIVITIES INSTALL ALL TEMPORARY EROSION TO ANY LAND DISTURBING ACTIVITIES INSTALL ALL TEMPORARY EROSION TO ANY LAND DISTURBING ACTIVITIES INSTALL ALL TEMPORARY EROSION ANY LAND DISTURBING ACTIVITIES INSTALL ALL TEMPORARY EROSION ANY LAND DISTURBING ACTIVITIES INSTALL ALL TEMPORARY EROSION LAND DISTURBING ACTIVITIES INSTALL ALL TEMPORARY EROSION LAND DISTURBING ACTIVITIES INSTALL ALL TEMPORARY EROSION DISTURBING ACTIVITIES INSTALL ALL TEMPORARY EROSION DISTURBING ACTIVITIES INSTALL ALL TEMPORARY EROSION ACTIVITIES INSTALL ALL TEMPORARY EROSION ACTIVITIES INSTALL ALL TEMPORARY EROSION INSTALL ALL TEMPORARY EROSION INSTALL ALL TEMPORARY EROSION ALL TEMPORARY EROSION ALL TEMPORARY EROSION TEMPORARY EROSION TEMPORARY EROSION EROSION EROSION AND SEDIMENT CONTROL MEASURES AS DEPICTED IN SHEETS C101-C103, SEDIMENT CONTROL MEASURES AS DEPICTED IN SHEETS C101-C103, SEDIMENT CONTROL MEASURES AS DEPICTED IN SHEETS C101-C103, CONTROL MEASURES AS DEPICTED IN SHEETS C101-C103, CONTROL MEASURES AS DEPICTED IN SHEETS C101-C103, MEASURES AS DEPICTED IN SHEETS C101-C103, MEASURES AS DEPICTED IN SHEETS C101-C103, AS DEPICTED IN SHEETS C101-C103, AS DEPICTED IN SHEETS C101-C103, DEPICTED IN SHEETS C101-C103, DEPICTED IN SHEETS C101-C103, IN SHEETS C101-C103, IN SHEETS C101-C103, SHEETS C101-C103, SHEETS C101-C103, C101-C103, C101-C103, C301-C312, CD101-CD103, AND E301-E303. 3. THE EROSION CONTROL REVIEW AND INSPECTION WILL BE ADDRESSED BY THE EROSION CONTROL REVIEW AND INSPECTION WILL BE ADDRESSED BY EROSION CONTROL REVIEW AND INSPECTION WILL BE ADDRESSED BY EROSION CONTROL REVIEW AND INSPECTION WILL BE ADDRESSED BY CONTROL REVIEW AND INSPECTION WILL BE ADDRESSED BY CONTROL REVIEW AND INSPECTION WILL BE ADDRESSED BY REVIEW AND INSPECTION WILL BE ADDRESSED BY REVIEW AND INSPECTION WILL BE ADDRESSED BY AND INSPECTION WILL BE ADDRESSED BY AND INSPECTION WILL BE ADDRESSED BY INSPECTION WILL BE ADDRESSED BY INSPECTION WILL BE ADDRESSED BY WILL BE ADDRESSED BY WILL BE ADDRESSED BY BE ADDRESSED BY BE ADDRESSED BY ADDRESSED BY ADDRESSED BY BY BY NCDEQ DEMLR, LAND QUALITY SECTION. 4. AREAS WHICH ARE NOT TO BE DISTURBED SHALL BE CLEARLY MARKED BY AREAS WHICH ARE NOT TO BE DISTURBED SHALL BE CLEARLY MARKED BY WHICH ARE NOT TO BE DISTURBED SHALL BE CLEARLY MARKED BY WHICH ARE NOT TO BE DISTURBED SHALL BE CLEARLY MARKED BY ARE NOT TO BE DISTURBED SHALL BE CLEARLY MARKED BY ARE NOT TO BE DISTURBED SHALL BE CLEARLY MARKED BY NOT TO BE DISTURBED SHALL BE CLEARLY MARKED BY NOT TO BE DISTURBED SHALL BE CLEARLY MARKED BY TO BE DISTURBED SHALL BE CLEARLY MARKED BY TO BE DISTURBED SHALL BE CLEARLY MARKED BY BE DISTURBED SHALL BE CLEARLY MARKED BY BE DISTURBED SHALL BE CLEARLY MARKED BY DISTURBED SHALL BE CLEARLY MARKED BY DISTURBED SHALL BE CLEARLY MARKED BY SHALL BE CLEARLY MARKED BY SHALL BE CLEARLY MARKED BY BE CLEARLY MARKED BY BE CLEARLY MARKED BY CLEARLY MARKED BY CLEARLY MARKED BY MARKED BY MARKED BY BY BY FENCING, FLAGS, OR SIGNS, ETC. 5. UPON ACCEPTANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES, UPON ACCEPTANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES, ACCEPTANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES, ACCEPTANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES, OF ALL EROSION AND SEDIMENT CONTROL MEASURES, OF ALL EROSION AND SEDIMENT CONTROL MEASURES, ALL EROSION AND SEDIMENT CONTROL MEASURES, ALL EROSION AND SEDIMENT CONTROL MEASURES, EROSION AND SEDIMENT CONTROL MEASURES, EROSION AND SEDIMENT CONTROL MEASURES, AND SEDIMENT CONTROL MEASURES, AND SEDIMENT CONTROL MEASURES, SEDIMENT CONTROL MEASURES, SEDIMENT CONTROL MEASURES, CONTROL MEASURES, CONTROL MEASURES, MEASURES, MEASURES, COMMENCE EXCAVATION AND/OR GRADING ACTIVITIES. THE CONTRACTOR WILL EXCAVATION AND/OR GRADING ACTIVITIES. THE CONTRACTOR WILL EXCAVATION AND/OR GRADING ACTIVITIES. THE CONTRACTOR WILL AND/OR GRADING ACTIVITIES. THE CONTRACTOR WILL AND/OR GRADING ACTIVITIES. THE CONTRACTOR WILL GRADING ACTIVITIES. THE CONTRACTOR WILL GRADING ACTIVITIES. THE CONTRACTOR WILL ACTIVITIES. THE CONTRACTOR WILL ACTIVITIES. THE CONTRACTOR WILL THE CONTRACTOR WILL THE CONTRACTOR WILL THE CONTRACTOR WILL CONTRACTOR WILL CONTRACTOR WILL WILL WILL BE RESTRICTED TO THE LIMITS OF DISTURBANCE AS SHOWN ON THE RESTRICTED TO THE LIMITS OF DISTURBANCE AS SHOWN ON THE RESTRICTED TO THE LIMITS OF DISTURBANCE AS SHOWN ON THE TO THE LIMITS OF DISTURBANCE AS SHOWN ON THE TO THE LIMITS OF DISTURBANCE AS SHOWN ON THE THE LIMITS OF DISTURBANCE AS SHOWN ON THE THE LIMITS OF DISTURBANCE AS SHOWN ON THE LIMITS OF DISTURBANCE AS SHOWN ON THE LIMITS OF DISTURBANCE AS SHOWN ON THE OF DISTURBANCE AS SHOWN ON THE OF DISTURBANCE AS SHOWN ON THE DISTURBANCE AS SHOWN ON THE DISTURBANCE AS SHOWN ON THE AS SHOWN ON THE AS SHOWN ON THE SHOWN ON THE SHOWN ON THE ON THE ON THE THE THE CONSTRUCTION PLANS FOR EXCAVATION, EQUIPMENT STAGING ACTIVITIES AND PLANS FOR EXCAVATION, EQUIPMENT STAGING ACTIVITIES AND PLANS FOR EXCAVATION, EQUIPMENT STAGING ACTIVITIES AND FOR EXCAVATION, EQUIPMENT STAGING ACTIVITIES AND FOR EXCAVATION, EQUIPMENT STAGING ACTIVITIES AND EXCAVATION, EQUIPMENT STAGING ACTIVITIES AND EXCAVATION, EQUIPMENT STAGING ACTIVITIES AND EQUIPMENT STAGING ACTIVITIES AND EQUIPMENT STAGING ACTIVITIES AND STAGING ACTIVITIES AND STAGING ACTIVITIES AND ACTIVITIES AND ACTIVITIES AND AND AND TEMPORARY STOCKPILING OF EXCAVATED SOIL ALONG THE LENGTH OF STOCKPILING OF EXCAVATED SOIL ALONG THE LENGTH OF STOCKPILING OF EXCAVATED SOIL ALONG THE LENGTH OF OF EXCAVATED SOIL ALONG THE LENGTH OF OF EXCAVATED SOIL ALONG THE LENGTH OF EXCAVATED SOIL ALONG THE LENGTH OF EXCAVATED SOIL ALONG THE LENGTH OF SOIL ALONG THE LENGTH OF SOIL ALONG THE LENGTH OF ALONG THE LENGTH OF ALONG THE LENGTH OF THE LENGTH OF THE LENGTH OF LENGTH OF LENGTH OF OF OF PIPELINES. 6. LIMIT TRENCH EXCAVATION TO THE AMOUNT OF PIPE THAT CAN BE LIMIT TRENCH EXCAVATION TO THE AMOUNT OF PIPE THAT CAN BE TRENCH EXCAVATION TO THE AMOUNT OF PIPE THAT CAN BE TRENCH EXCAVATION TO THE AMOUNT OF PIPE THAT CAN BE EXCAVATION TO THE AMOUNT OF PIPE THAT CAN BE EXCAVATION TO THE AMOUNT OF PIPE THAT CAN BE TO THE AMOUNT OF PIPE THAT CAN BE TO THE AMOUNT OF PIPE THAT CAN BE THE AMOUNT OF PIPE THAT CAN BE THE AMOUNT OF PIPE THAT CAN BE AMOUNT OF PIPE THAT CAN BE AMOUNT OF PIPE THAT CAN BE OF PIPE THAT CAN BE OF PIPE THAT CAN BE PIPE THAT CAN BE PIPE THAT CAN BE THAT CAN BE THAT CAN BE CAN BE CAN BE BE BE CONSTRUCTED AND BACKFILLED IN ONE DAY, OR 50 LINEAL FEET, WHICHEVER AND BACKFILLED IN ONE DAY, OR 50 LINEAL FEET, WHICHEVER AND BACKFILLED IN ONE DAY, OR 50 LINEAL FEET, WHICHEVER BACKFILLED IN ONE DAY, OR 50 LINEAL FEET, WHICHEVER BACKFILLED IN ONE DAY, OR 50 LINEAL FEET, WHICHEVER IN ONE DAY, OR 50 LINEAL FEET, WHICHEVER IN ONE DAY, OR 50 LINEAL FEET, WHICHEVER ONE DAY, OR 50 LINEAL FEET, WHICHEVER ONE DAY, OR 50 LINEAL FEET, WHICHEVER DAY, OR 50 LINEAL FEET, WHICHEVER DAY, OR 50 LINEAL FEET, WHICHEVER OR 50 LINEAL FEET, WHICHEVER OR 50 LINEAL FEET, WHICHEVER 50 LINEAL FEET, WHICHEVER 50 LINEAL FEET, WHICHEVER LINEAL FEET, WHICHEVER LINEAL FEET, WHICHEVER FEET, WHICHEVER FEET, WHICHEVER WHICHEVER WHICHEVER IS LESS. EXCAVATED TRENCH MATERIAL MUST BE STOCKPILED WITHIN THE LESS. EXCAVATED TRENCH MATERIAL MUST BE STOCKPILED WITHIN THE LESS. EXCAVATED TRENCH MATERIAL MUST BE STOCKPILED WITHIN THE EXCAVATED TRENCH MATERIAL MUST BE STOCKPILED WITHIN THE EXCAVATED TRENCH MATERIAL MUST BE STOCKPILED WITHIN THE TRENCH MATERIAL MUST BE STOCKPILED WITHIN THE TRENCH MATERIAL MUST BE STOCKPILED WITHIN THE MATERIAL MUST BE STOCKPILED WITHIN THE MATERIAL MUST BE STOCKPILED WITHIN THE MUST BE STOCKPILED WITHIN THE MUST BE STOCKPILED WITHIN THE BE STOCKPILED WITHIN THE BE STOCKPILED WITHIN THE STOCKPILED WITHIN THE STOCKPILED WITHIN THE WITHIN THE WITHIN THE THE THE DEFINED LIMITS OF DISTURBANCE. OPEN TRENCHES SHALL BE BACKFILLED AND LIMITS OF DISTURBANCE. OPEN TRENCHES SHALL BE BACKFILLED AND LIMITS OF DISTURBANCE. OPEN TRENCHES SHALL BE BACKFILLED AND OF DISTURBANCE. OPEN TRENCHES SHALL BE BACKFILLED AND OF DISTURBANCE. OPEN TRENCHES SHALL BE BACKFILLED AND DISTURBANCE. OPEN TRENCHES SHALL BE BACKFILLED AND DISTURBANCE. OPEN TRENCHES SHALL BE BACKFILLED AND OPEN TRENCHES SHALL BE BACKFILLED AND OPEN TRENCHES SHALL BE BACKFILLED AND TRENCHES SHALL BE BACKFILLED AND TRENCHES SHALL BE BACKFILLED AND SHALL BE BACKFILLED AND SHALL BE BACKFILLED AND BE BACKFILLED AND BE BACKFILLED AND BACKFILLED AND BACKFILLED AND AND AND STABILIZED AT THE END OF EACH WORK DAY. 7. PROVIDE PUMP FILTER BAGS OR OTHER APPROVED DEWATERING DEVICES FOR PROVIDE PUMP FILTER BAGS OR OTHER APPROVED DEWATERING DEVICES FOR PUMP FILTER BAGS OR OTHER APPROVED DEWATERING DEVICES FOR PUMP FILTER BAGS OR OTHER APPROVED DEWATERING DEVICES FOR FILTER BAGS OR OTHER APPROVED DEWATERING DEVICES FOR FILTER BAGS OR OTHER APPROVED DEWATERING DEVICES FOR BAGS OR OTHER APPROVED DEWATERING DEVICES FOR BAGS OR OTHER APPROVED DEWATERING DEVICES FOR OR OTHER APPROVED DEWATERING DEVICES FOR OR OTHER APPROVED DEWATERING DEVICES FOR OTHER APPROVED DEWATERING DEVICES FOR OTHER APPROVED DEWATERING DEVICES FOR APPROVED DEWATERING DEVICES FOR APPROVED DEWATERING DEVICES FOR DEWATERING DEVICES FOR DEWATERING DEVICES FOR DEVICES FOR DEVICES FOR FOR FOR DEWATERING OF TRENCH EXCAVATION AS NEEDED. 8. SOIL SUPPLEMENTS, SEED AND MULCH, IF APPLICABLE, SHOULD BE APPLIED SOIL SUPPLEMENTS, SEED AND MULCH, IF APPLICABLE, SHOULD BE APPLIED SUPPLEMENTS, SEED AND MULCH, IF APPLICABLE, SHOULD BE APPLIED SUPPLEMENTS, SEED AND MULCH, IF APPLICABLE, SHOULD BE APPLIED SEED AND MULCH, IF APPLICABLE, SHOULD BE APPLIED SEED AND MULCH, IF APPLICABLE, SHOULD BE APPLIED AND MULCH, IF APPLICABLE, SHOULD BE APPLIED AND MULCH, IF APPLICABLE, SHOULD BE APPLIED MULCH, IF APPLICABLE, SHOULD BE APPLIED MULCH, IF APPLICABLE, SHOULD BE APPLIED IF APPLICABLE, SHOULD BE APPLIED IF APPLICABLE, SHOULD BE APPLIED APPLICABLE, SHOULD BE APPLIED APPLICABLE, SHOULD BE APPLIED SHOULD BE APPLIED SHOULD BE APPLIED BE APPLIED BE APPLIED APPLIED APPLIED WITHIN SEVEN DAYS AFTER THE PIPELINE/UTILITY LINE IS CONSTRUCTED. 9. THE CONTRACTOR SHALL LIMIT SITE ACCESS BY CONSTRUCTION VEHICLES TO THE CONTRACTOR SHALL LIMIT SITE ACCESS BY CONSTRUCTION VEHICLES TO CONTRACTOR SHALL LIMIT SITE ACCESS BY CONSTRUCTION VEHICLES TO CONTRACTOR SHALL LIMIT SITE ACCESS BY CONSTRUCTION VEHICLES TO SHALL LIMIT SITE ACCESS BY CONSTRUCTION VEHICLES TO SHALL LIMIT SITE ACCESS BY CONSTRUCTION VEHICLES TO LIMIT SITE ACCESS BY CONSTRUCTION VEHICLES TO LIMIT SITE ACCESS BY CONSTRUCTION VEHICLES TO SITE ACCESS BY CONSTRUCTION VEHICLES TO SITE ACCESS BY CONSTRUCTION VEHICLES TO ACCESS BY CONSTRUCTION VEHICLES TO ACCESS BY CONSTRUCTION VEHICLES TO BY CONSTRUCTION VEHICLES TO BY CONSTRUCTION VEHICLES TO CONSTRUCTION VEHICLES TO CONSTRUCTION VEHICLES TO VEHICLES TO VEHICLES TO TO TO ENTRANCES PROTECTED BY A STONE CONSTRUCTION ENTRANCE. SEDIMENT PROTECTED BY A STONE CONSTRUCTION ENTRANCE. SEDIMENT PROTECTED BY A STONE CONSTRUCTION ENTRANCE. SEDIMENT BY A STONE CONSTRUCTION ENTRANCE. SEDIMENT BY A STONE CONSTRUCTION ENTRANCE. SEDIMENT A STONE CONSTRUCTION ENTRANCE. SEDIMENT A STONE CONSTRUCTION ENTRANCE. SEDIMENT STONE CONSTRUCTION ENTRANCE. SEDIMENT STONE CONSTRUCTION ENTRANCE. SEDIMENT CONSTRUCTION ENTRANCE. SEDIMENT CONSTRUCTION ENTRANCE. SEDIMENT ENTRANCE. SEDIMENT ENTRANCE. SEDIMENT SEDIMENT SEDIMENT SHALL BE REMOVED FROM PAVED AREAS ON A DAILY BASIS. ANY TEMPORARY BE REMOVED FROM PAVED AREAS ON A DAILY BASIS. ANY TEMPORARY BE REMOVED FROM PAVED AREAS ON A DAILY BASIS. ANY TEMPORARY REMOVED FROM PAVED AREAS ON A DAILY BASIS. ANY TEMPORARY REMOVED FROM PAVED AREAS ON A DAILY BASIS. ANY TEMPORARY FROM PAVED AREAS ON A DAILY BASIS. ANY TEMPORARY FROM PAVED AREAS ON A DAILY BASIS. ANY TEMPORARY PAVED AREAS ON A DAILY BASIS. ANY TEMPORARY PAVED AREAS ON A DAILY BASIS. ANY TEMPORARY AREAS ON A DAILY BASIS. ANY TEMPORARY AREAS ON A DAILY BASIS. ANY TEMPORARY ON A DAILY BASIS. ANY TEMPORARY ON A DAILY BASIS. ANY TEMPORARY A DAILY BASIS. ANY TEMPORARY A DAILY BASIS. ANY TEMPORARY DAILY BASIS. ANY TEMPORARY DAILY BASIS. ANY TEMPORARY BASIS. ANY TEMPORARY BASIS. ANY TEMPORARY ANY TEMPORARY ANY TEMPORARY TEMPORARY TEMPORARY ACCESS CONSTRUCTED FOR PIPELINE WORK MUST BE STABILIZED WITH A CONSTRUCTED FOR PIPELINE WORK MUST BE STABILIZED WITH A CONSTRUCTED FOR PIPELINE WORK MUST BE STABILIZED WITH A FOR PIPELINE WORK MUST BE STABILIZED WITH A FOR PIPELINE WORK MUST BE STABILIZED WITH A PIPELINE WORK MUST BE STABILIZED WITH A PIPELINE WORK MUST BE STABILIZED WITH A WORK MUST BE STABILIZED WITH A WORK MUST BE STABILIZED WITH A MUST BE STABILIZED WITH A MUST BE STABILIZED WITH A BE STABILIZED WITH A BE STABILIZED WITH A STABILIZED WITH A STABILIZED WITH A WITH A WITH A A A NON-GRADE AGGREGATE. 10. SELF INSPECTION AND SELF MONITORING: SELF INSPECTION AND SELF MONITORING: 10.1. SELF INSPECTION: THE CONTRACTOR SHALL PERFORM AN INSPECTION OF SELF INSPECTION: THE CONTRACTOR SHALL PERFORM AN INSPECTION OF INSPECTION: THE CONTRACTOR SHALL PERFORM AN INSPECTION OF INSPECTION: THE CONTRACTOR SHALL PERFORM AN INSPECTION OF THE CONTRACTOR SHALL PERFORM AN INSPECTION OF THE CONTRACTOR SHALL PERFORM AN INSPECTION OF CONTRACTOR SHALL PERFORM AN INSPECTION OF CONTRACTOR SHALL PERFORM AN INSPECTION OF SHALL PERFORM AN INSPECTION OF SHALL PERFORM AN INSPECTION OF PERFORM AN INSPECTION OF PERFORM AN INSPECTION OF AN INSPECTION OF AN INSPECTION OF INSPECTION OF INSPECTION OF OF OF THE AREA COVERED BY THE PLAN AFTER EACH PHASE OF THE PLAN HAS AREA COVERED BY THE PLAN AFTER EACH PHASE OF THE PLAN HAS AREA COVERED BY THE PLAN AFTER EACH PHASE OF THE PLAN HAS COVERED BY THE PLAN AFTER EACH PHASE OF THE PLAN HAS COVERED BY THE PLAN AFTER EACH PHASE OF THE PLAN HAS BY THE PLAN AFTER EACH PHASE OF THE PLAN HAS BY THE PLAN AFTER EACH PHASE OF THE PLAN HAS THE PLAN AFTER EACH PHASE OF THE PLAN HAS THE PLAN AFTER EACH PHASE OF THE PLAN HAS PLAN AFTER EACH PHASE OF THE PLAN HAS PLAN AFTER EACH PHASE OF THE PLAN HAS AFTER EACH PHASE OF THE PLAN HAS AFTER EACH PHASE OF THE PLAN HAS EACH PHASE OF THE PLAN HAS EACH PHASE OF THE PLAN HAS PHASE OF THE PLAN HAS PHASE OF THE PLAN HAS OF THE PLAN HAS OF THE PLAN HAS THE PLAN HAS THE PLAN HAS PLAN HAS PLAN HAS HAS HAS BEEN COMPLETED AND AFTER ESTABLISHMENT OF TEMPORARY GROUND COMPLETED AND AFTER ESTABLISHMENT OF TEMPORARY GROUND COMPLETED AND AFTER ESTABLISHMENT OF TEMPORARY GROUND AND AFTER ESTABLISHMENT OF TEMPORARY GROUND AND AFTER ESTABLISHMENT OF TEMPORARY GROUND AFTER ESTABLISHMENT OF TEMPORARY GROUND AFTER ESTABLISHMENT OF TEMPORARY GROUND ESTABLISHMENT OF TEMPORARY GROUND ESTABLISHMENT OF TEMPORARY GROUND OF TEMPORARY GROUND OF TEMPORARY GROUND TEMPORARY GROUND TEMPORARY GROUND GROUND GROUND COVER IN ACCORDANCE WITH G.S. 113A-57(2). THE CONTRACTOR SHALL IN ACCORDANCE WITH G.S. 113A-57(2). THE CONTRACTOR SHALL IN ACCORDANCE WITH G.S. 113A-57(2). THE CONTRACTOR SHALL ACCORDANCE WITH G.S. 113A-57(2). THE CONTRACTOR SHALL ACCORDANCE WITH G.S. 113A-57(2). THE CONTRACTOR SHALL WITH G.S. 113A-57(2). THE CONTRACTOR SHALL WITH G.S. 113A-57(2). THE CONTRACTOR SHALL G.S. 113A-57(2). THE CONTRACTOR SHALL G.S. 113A-57(2). THE CONTRACTOR SHALL 113A-57(2). THE CONTRACTOR SHALL 113A-57(2). THE CONTRACTOR SHALL THE CONTRACTOR SHALL THE CONTRACTOR SHALL CONTRACTOR SHALL CONTRACTOR SHALL SHALL SHALL MAINTAIN AND MAKE AVAILABLE A RECORD OF THE INSPECTION AT THE AND MAKE AVAILABLE A RECORD OF THE INSPECTION AT THE AND MAKE AVAILABLE A RECORD OF THE INSPECTION AT THE MAKE AVAILABLE A RECORD OF THE INSPECTION AT THE MAKE AVAILABLE A RECORD OF THE INSPECTION AT THE AVAILABLE A RECORD OF THE INSPECTION AT THE AVAILABLE A RECORD OF THE INSPECTION AT THE A RECORD OF THE INSPECTION AT THE A RECORD OF THE INSPECTION AT THE RECORD OF THE INSPECTION AT THE RECORD OF THE INSPECTION AT THE OF THE INSPECTION AT THE OF THE INSPECTION AT THE THE INSPECTION AT THE THE INSPECTION AT THE INSPECTION AT THE INSPECTION AT THE AT THE AT THE THE THE SITE OF THE LAND-DISTURBING ACTIVITY. THE RECORD SHALL SET OUT OF THE LAND-DISTURBING ACTIVITY. THE RECORD SHALL SET OUT OF THE LAND-DISTURBING ACTIVITY. THE RECORD SHALL SET OUT THE LAND-DISTURBING ACTIVITY. THE RECORD SHALL SET OUT THE LAND-DISTURBING ACTIVITY. THE RECORD SHALL SET OUT LAND-DISTURBING ACTIVITY. THE RECORD SHALL SET OUT LAND-DISTURBING ACTIVITY. THE RECORD SHALL SET OUT ACTIVITY. THE RECORD SHALL SET OUT ACTIVITY.
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