RTA_SF-00005-21_Training Area Range Improvements_SOTF_Plans_22x34 (LOCKED) (1).pdf

ISSUE DATE:

US Army Corps of Engineers

SOLICITATION NO.:

CONTRACT NO.:

WILMINGTON DISTRICT

TBD

JULY 2021

W912PM21B0012

SF-00005-21

TRAINING AREA RANGE IMPROVEMENTS

SOTF

FORT BRAGG, NORTH CAROLINA

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USACE SOCOM RESIDENT OFFICE

BLDG. NO. 2-2414 WOODRUFF ST.

FT. BRAGG, NC 28310 (910) 432-8121

PROJECT LOCATION

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DIRECTORATE OF PUBLIC WORKS

BUILDING NO. 3-1631

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ROAD CLOSED WITH GATES

OR BARRIERS

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LEGEND:

FORT BRAGG CANTONMENT

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NOTE:

UPON LEAVING SOTF LAMONT

GATE IT IS THE CONTRACTOR'S

RESPONSIBILITY TO DETERMINE

THE BEST HAUL ROUTE TO THE

FORT BRAGG RECYCLING FACILITY.

SOTF CONSTRUCTION

ENTRANCE GATE

PROJECT LOCATION

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INDEX OF DRAWINGS

G-001 COVER SHEET

G-002 FORT BRAGG CANTONMENT, PROJECT LOCATION MAP, & INDEX OF

DRAWINGS

G-003 GENERAL CONSTRUCTION NOTES 1 of 2

G-004 GENERAL CONSTRUCTION NOTES 2 of 2

VF-101 TOPOGRAPHIC SURVEY

CD-101 DEMOLITION PLAN

GP-101 ROUGH GRADING AND EROSION & SEDIMENT CONTROL

GP-102 PLAN VIEW

GP-103 GRADING CROSS SECTION PROFILES

CG-101 SEDIMENT AND EROSION CONTROL NOTES

CG-102 SEDIMENT AND EROSION CONTROL NOTES (CONT.)

C-501 SEDIMENT & EROSION CONTROL DETAILS

C-502 NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY SEDIMENT

& EROSION CONTROL DETAILS

C-503 NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY SEDIMENT

& EROSION CONTROL DETAILS (CONT.)

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GENERAL NOTES:

A. CONTRACTOR SHALL COMPLY WITH CURRENT NORTH CAROLINA DEPARTMENT OF

ENVIRONMENTAL QUALITY (DEQ) EROSION AND SEDIMENT CONTROL PLANNING AND

DESIGN MANUAL' AND FORT BRAGG WATER MANAGEMENT BRANCH (WMB) STANDARDS FOR

EROSION CONTROL WORK, IF APPLICABLE.

B. ALL NCDOT STANDARDS REFERENCES WILL BE THE LATEST EDITION. CONTRACTOR MAY

REFER TO HTTPS://CONNECT.NCDOT.GOV, IF APPLICABLE.

C. CONTRACTOR SHALL COMPLY WITH CURRENT UFC, NC BUILDING CODE AND OTHER

APPLICABLE REQUIREMENTS AS INDICATED ON THESE CONTRACT DOCUMENTS.

7. DEMOLITION

A. ALL CONSTRUCTION AFFECTING TRAFFIC SHALL COMPLY WITH THE FORT BRAGG TRAFFIC

CONTROL IDC, MUTCD, AND NCDOT STANDARD DRAWINGS AND SPECIFICATIONS - LATEST

EDITION. AN ALTERNATE EMERGENCY TRAFFIC CONTROL DETOUR MAY BE REQUIRED.

8. TRAFFIC CONTROL

A. UNLESS SPECIFICALLY NOTED TO BE REMOVED, ALL EXISTING BUILDING COMPONENTS

AND OTHER SITE ITEMS SHALL REMAIN INTACT AND BE PROTECTED AGAINST DAMAGE DURING

THE CONSTRUCTION PERIOD.

B. THE CONTRACTOR SHALL EXERCISE CAUTION DURING DEMOLITION OPERATIONS. THE

CONTRACTOR SHALL REPAIR AND RESTORE ALL EXISTING CONSTRUCTION TO REMAIN THAT IS

DAMAGED DURING DEMOLITION OPERATIONS. REPAIRS TO DAMAGED WORK AREAS SHALL

MATCH EXISTING ADJACENT FINISHED SURFACES OR THE CONTRACTOR SHALL REPLACE

DAMAGED CONSTRUCTION WITH NEW WORK.

C. NO KNOWN ASBESTOS EXISTS WITHIN THIS PROJECT AREA. IF CONTRACTOR SUSPECTS

ASBESTOS OR OTHER HAZARDOUS MATERIALS ARE PRESENT HE SHALL NOTIFY THE

CONTRACTING OFFICER'S REPRESENTATION IMMEDIATELY.

6. STANDARDS

9. EXISTING UTILITY INTERRUPTIONS

A. EXISTING UNDERGROUND UTILITY'S WERE NOT LOCATED. CONTRACTOR SHALL VERIFY THE

LOCATION OF ALL EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. ANY UTILITIES

DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED IMMEDIATELY WITH NO ADDITIONAL

COST TO THE GOVERNMENT. CONTRACTOR SHALL NOTIFY GOVERNMENT IMMEDIATELY IN THE

EVENT OF ENCOUNTERING ANY UNDERGROUND OBSTACLE REQUIRING A DEVIATION FROM

THE PLANS.

B. EXISTING UTILITIES MAY BE INTERRUPTED FOR A MAXIMUM OF 12 HOURS AT A TIME.

CONTRACTOR IS REQUIRED TO CONTACT THE CONTRACTING OFFICER AND OBTAIN APPROVAL

PRIOR TO ANTICIPATED INTERRUPTION.

C. ALL UTILITY INTERRUPTIONS AND DURATIONS SHALL BE INDICATED ON THE

CONTRACTOR'S SCHEDULE AND COORDINATED WITH THE COR.

10. EXTERIOR UTILITY WORK

A. ANY EXTERIOR ELECTRICAL WORK PERFORMED BY THE CONTRACTOR SHALL BE COORDINATED

WITH SANDHILLS UTILITY SERVICE (SUS). CONTACT MR. BILL CANNON AT (910) 818-3204.

B. ANY EXTERIOR WATER OR SANITARY SEWER WORK PERFORMED BY THE CONTRACTOR SHALL

BE COORDINATED WITH AMERICAN STATES UTILITY SERVICES (ASUS). CONTACT ALLEN

FORRESTER AT (910) 495-1311.

C. ANY EXTERIOR GAS WORK PERFORMED BY THE CONTRACTOR SHALL BE COORDINATED WITH

PEIDMONT NATURAL GAS (PNG).

11. SECURITY POLICIES AND PROCEDURES

A. CONTRACTOR SHALL FOLLOW SECURITY OPERATIONS TRAINING FACILITY (SOTF) SECURITY

REQUIREMENTS AT ALL TIMES. REFER TO SPECIFICATION SECTION 01 00 60 FOR ADDITIONAL

INFORMATION.

B. ACCESS TO “CONTROLLED UNCLASSIFIED INFORMATION” (CUI) ON SOTF PROJECTS WILL BE

LIMITED TO U.S. CITIZENS WHO HAVE A VALID "NEED TO KNOW". IN THE EVENT THAT ACCESS TO

CLASSIFIED INFORMATION IS REQUIRED, AN ADDITIONAL SECURITY PROCEDURES GUIDE WILL BE

FURNISHED.

C. TO GAIN ACCESS TO THE SOTF SITE AND/OR PROJECT INFORMATION, A WRITTEN, EMAIL, OR FAX

REQUEST MUST BE MADE TO THE SOTF PROJECT MANAGER AT LEAST 5 BUSINESS DAYS IN

ADVANCE (SEE SPECIFICATIONS FOR REQUIRED FORM). A SEPARATE REQUEST MUST BE MADE

FOR EACH SITE VISIT. REFER TO SPECIFICATIONS FOR REQUIRED INFORMATION.

D. ONCE ACCESS HAS BEEN GRANTED, NO SOTF INFORMATION OR SITE ACCESS WILL BE GIVEN TO

THE INDIVIDUAL UNTIL HE OR SHE HAS SIGNED A SECURITY BRIEFING FORM. UPON SUCCESSFUL

COMPLETION, THE CONTRACTOR WILL BE GIVEN FULL ACCESS TO THE PROJECT SITE AS SHOWN

ON THE PLANS, HOWEVER, PERIODS MAY BE ENCOUNTERED WHEN NO CONTRACTOR OR

SUBCONTRACTOR PERSONNEL WILL BE ALLOWED ON THE CONSTRUCTION SITE. WORK

STOPPAGES DUE TO THOSE EVENTS WILL BE HELD TO AN ABSOLUTE MINIMUM, AND THE

CONTRACTOR WILL BE GIVEN AS MUCH ADVANCED NOTICE AS POSSIBLE. NOTICE OF THE WORK

STOPPAGE AND RESUMPTION WILL BE RELAYED THROUGH THE SOTF ENGINEERING TO THE COR

WHO WILL COMMUNICATE THIS INFORMATION TO CONTRACTOR. SUCH WORK STOPPAGE WILL NOT

BE THE BASIS FOR A CLAIM AGAINST THE GOVERNMENT. THE GOVERNMENT HAS THE RIGHT TO

INSTRUCT THE CONTRACTOR TO EVACUATE THE SITE WITHOUT PRIOR NOTIFICATION AT ANY TIME

AND MAY REFUSE ENTRY OF ANY OR ALL CONTRACTOR PERSONNEL.

E. PERSONNEL ENTERING SOTF WILL BE ESCORTED BY A FACILITY MEMBER OR BY A SECURITY

GUARD. USE OF ESCORTS WITHIN THE FACILITY IS DONE ROUTINELY FOR CONTRACTED AND

OTHER VISITING PERSONNEL REGARDLESS OF THEIR SECURITY CLEARANCE LEVEL.

F. THE CONTRACTOR'S PERSONNEL MUST WEAR IDENTIFICATION IN ACCORDANCE WITH

SOTF SECURITY POLICIES AT ALL TIMES.

G. CONTRACTOR/VISITOR SHALL NOTIFY (BY EMAIL OR PHONE) THE GOVERNMENT'S CONTRACTING

OFFICER'S REPRESENTATIVE (COR), PROJECT MANAGER (PM), OR DESIGNATED QA PERSONNEL OF

THEIR ANTICIPATED ARRIVAL TIME ON SOTF EACH DAY OF CONTRACT PERFORMANCE. IF THE

CONTRACTOR DOES NOT ARRIVE AT SOTF WITHIN 90 MINUTES OF THEIR SCHEDULED ARRIVAL

TIME, AND DOES NOT COORDINATE DIRECTLY WITH THE COR, PM, OR QA FOR ANY SUCH LATE

ARRIVAL, THE DESIGNATED ESCORT FOR THE DAY WILL BE RELEASED FOR OTHER DUTIES AND

WILL NO LONGER BE AVAILABLE TO THE CONTRACTOR ON THAT DAY. NO SUCH INSTANCES MAY

BE USED BY THE CONTRACTOR AS GOVERNMENT CAUSED DELAY AND THE GOVERNMENT WILL

NOT EXTEND THE PERIOD OF PERFORMANCE.

H. ACCESS TO THE PROJECT AREA IS LIMITED TO NORMAL WORK HOURS (0630 TO 1600), MONDAY

THROUGH FRIDAY, EXCLUDES FEDERAL HOLIDAYS. CONTRACTOR PERSONNEL SHALL REPORT TO

THE SOTF LAMONT ROAD VISITOR CENTER AT 0600 TO EXCHANGE VALID PICTURE IDENTIFICATION

FOR A SOTF VISITOR BADGE. ALL CONTRACTOR VEHICLES WILL BE SEARCHED EACH DAY

STARTING AT 0600. ONCE THE BADGE EXCHANGE AND VEHICLE SEARCH IS COMPLETE, THE

CONTRACTOR SHALL CONVOY WITH THE ESCORT TO THE JOB SITE. THE CONTRACTOR MUST EXIT

THE SOTF COMPOUND BY 1600 EACH DAY. EXCEPTIONS, IF APPROVED BY THE PROJECT

MANAGER, MUST BE COORDINATED TWO WORK DAYS IN ADVANCE.

I. IT IS A CRIME UNDER 18 USC 795 TO PHOTOGRAPH DEFENSE INSTALLATIONS WITHOUT

FIRST OBTAINING THE PERMISSION OF THE COMMANDING OFFICER OF THE MILITARY

INSTALLATION. IT IS ALSO A CRIME UNDER 18 USC 797 TO REPRODUCE, PUBLISH SELL OR GIVE

AWAY ANY PHOTOGRAPH, PICTURE OR GRAPHIC REPRESENTATION OF A DEFENSE INSTALLATION

WITHOUT FIRST OBTAINING THE PERMISSION OF THE COMMANDING OFFICER OF THE MILITARY

INSTALLATION AND SOTF.

J. FT. BRAGG AND SOTF ARE DESIGNATED AS RESTRICTED AREAS. IMAGERY SURVEILLANCE,

PHOTOGRAPHY AND VIDEO RECORDING ARE PROHIBITED WITHOUT THE INSTALLATION

COMMANDER'S AND SOTF CONSENT.

K. THE INTRODUCTION OF WEAPONS, AMMUNITION, EXPLOSIVES OR OTHER PROHIBITED ITEMS AND

PHOTOGRAPHY OF THE FACILITIES IS PROHIBITED WITHOUT SPECIFIC AUTHORIZATION FROM THE

SOTF COMMANDER AND FT. BRAGG COMMANDER.

INSTALLATION:

v AIR QUALITY (GENERATORS) - DPW-ECB AIR QUALITY PROGRAM MANAGER v ARMY RADIATION PERMIT (ARP) - INSTALLATION RADIATION SAFETY OFFICER - 910-9088-4138 v BOILERS & GENERATORS PERMIT - DPW-ECB AIR QUALITY v BORROW PIT PERMIT - DPW - ENVIRONMENTAL BRANCH (SUBMIT 14 CALENDAR DAYS PRIOR TO WORK) v CONSTRUCTION AND DEMOLITION (C&D) WASTE PERMIT - FOR FORT BRAGG LAMONT ROAD CONSTRUCTION AND

DEMOLITION LANDFILL FACILITY - DPW - ENVIRONMENTAL BRANCH. SEE DPW'S SOLID WASTE AND RECYCLING

REQUIREMENTS, DATED 6 OCT 2016, OR FAX TO (910)396-4188, ATTN: SOLID WASTE OFFICE.

v DIGGING/EXCAVATION PERMIT (FB FORM 1605-E) - DPW - FACILITIES ENGINEER (SUBMIT 15 CALENDAR DAYS

PRIOR TO WORK)

v ENVIRONMENTAL PERMITS (POSSIBLE 180 DAY PROCESS). SEE SPEC SECTION 01 57 19.

Ø REGULATORY PERMITS

Ø CLEAN AIR ACT (CAA) [FEDERAL, STATE AND LOCAL] - DPW - INSTALLATION ENVIRONMENTAL OFFICE (AIR

PROGRAM MANAGER)

Ø GENERAL USE PERMITTED EQUIPMENT (SEE FAR 52.236-7.)

Ø STREAM CROSSING PERMIT (SEE CLEAN WATER ACT SECTION 404 AND SECTION 401 (WATER QUALITY).

Ø TITLE V AIR PERMITS (BASED ON TYPE OF MATERIAL DUST, BOILERS AND DOMESTIC WATER HEATERS) - DPW -

ENVIRONMENTAL BRANCH, ENVIRONMENTAL COMPLIANCE BRANCH (ECB)

Ø TRANSPORTER AND DISPOSAL FACILITIES PERMITS

v IRRIGATION PERMIT - DPW WATER QUALITY PROGRAM MANAGER, 910-907-3214.

v CHENEGA GLOBAL SERVICES, LLC, STORAGE TANKS AND WATER QUALITY PROGRAM, FORT BRAGG-DPW-ECB, 910-907-3214.

v LANDFILL DISPOSAL PERMIT - DPW-ENVIRONMENTAL SUSTAINMENT DIVISION (ESD), 910-396-3372.

v PHOTOGRAPHY - INSTALLATION PERMIT - DIRECTOR OPERATIONS DIRECTORATE DCS G3/5/7 - POC IS MR.

DREDDRICK BROWN, DSN 225-8469 OR COM (703) 695-8469.

v TRAFFIC CONTROL PERMIT - DPW TRANSPORTATION ENGINEER, RAY GOFF, 910-907-1759 v UTILITY CONNECTION v UTILITY OUTAGE REQUESTS - FT BRAGG DPW

FEDERAL

v NOTICE OF PROPOSED CONSTRUCTION OR ALTERATION - FAA FORM 7460-1

NC STATE:

v ASBESTOS REMOVAL FOR DEMOLITION/RENOVATION - NCPH, RALEIGH (10 WORKING DAYS PRIOR TO REMOVAL) v AIR QUALITY v DEMOLITION v EROSION & SEDIMENT CONTROL (E&SC) CERTIFICATE OF APPROVAL/PERMIT - DEQ (FORMALLY NCDENR) DEPT

OF WATER QUALITY (DWQ)

v GENERAL STORMWATER DISCHARGE v GEOTHERMAL (POSSIBLE COUNTY INVOLVEMENT) v SEPTIC SYSTEM (POSSIBLE COUNTY INVOLVEMENT) v STORMWATER MANAGEMENT - NCDEQ AND FT BRAGG WATER MANAGEMENT BRANCH v WATER SYSTEM SERVICE (FIRE PROTECTION AND DOMESTIC WATER SERVICE) - NCDEQ.

ASUS :

v WATER AND SANITARY SEWER

COE SAFETY:

v CONFINED SPACE ENTRY PERMIT - (SEE 22 CFR 1926; SUBPART AA DATED AUG. 2015) v ENERGIZED WORK PERMIT - MUST BE SUBMITTED TO THE COR IN ADVANCE FOR ACCEPTANCE. (SEE EM 385-1-1, DATED 30 NOV 14, PARAGRAPH 11.A.02C.

v HOT WORK PERMIT - DEFINED AS HOT RIVETING, WELDING, BURNING, ABRASIVE BLASTING, OR OTHER FIRE- OR

SPARK-PRODUCING OPERATIONS. (SEE EM 385-1-1, DATED 30 NOV 2014, PARA 09.A.04 (PAGE 9-1 & 2) & PAGE

Q-29. THE FORT BRAGG FIRE DEPARTMENT REQUIRES NOTICE 14 CALENDAR DAYS PRIOR TO WORK, FOR:

Ø WELDING

Ø CUTTING

Ø HEATING

12. PERMITS

A. CONTRACTOR SHALL SECURE ALL PERMITS NECESSARY FOR CONSTRUCTION OF THE PROJECT.

DETERMINE FEE BASIS AND PAY ALL FILING FEES AT NO ADDITIONAL COST TO THE GOVERNMENT.

CONSTRUCTION SHALL NOT BEGIN ON ANY PHASE WITHOUT APPROPRIATE PERMITS.

B. PERMITS ARE TO BE MAINTAINED IN THE CONTRACTOR'S ONSITE CONSTRUCTION OFFICE,

ORGANIZED IN A 3 RING BINDER, TABBED AND WITH A TABLE OF CONTENTS FOR INSPECTION BY THE

GOVERNMENT.

D. PERMITS, AS LISTED ABOVE, ARE NOT INTENDED TO BE A COMPLETE LIST. CONTRACTORS ARE TO ADD

ADDITIONAL PERMITS, AS THEY BECOME KNOWN. PERMIT SUBMITTALS ARE TO BE SUBMITTED TO THE

GOVERNMENT FOR REVIEW AND APPROVAL. AVOID OMISSIONS.

2. CONSTRUCTION PHASING & PROJECT SCHEDULES

A. THE CONTRACTOR SHALL ENSURE THAT HIS ACTIVITIES SHALL NOT INTERFERE WITH THE

OPERATIONS CONDUCTED AT SURROUNDING BUILDINGS AND WORK AREAS.

B. CONTRACTOR SHALL NOT BLOCK ACCESS TO EXISTING BUILDINGS, ROADS AND/OR FACILITIES.

C. CONTRACTOR SHALL PROVIDE A PROJECT SCHEDULE TO THE COR PRIOR TO CONSTRUCTION

AND MOBILIZATION. CONTRACTOR SHALL PROVIDE WEEKLY UPDATES ON THE PROJECT

SCHEDULE FOR FULL DURATION OF PROJECT. THE WEEKLY UPDATES SHALL BE PROVIDED

SHOWING THE SCHEDULE FOR THE UPCOMING 2 WEEKS INCLUDE UPDATES REGARDING THE

PHASING OF CONSTRUCTION.

D. ADJACENT AREAS WILL BE OCCUPIED BY GOVERNMENT PERSONNEL THROUGHOUT THE

CONSTRUCTION PERIOD. CONTRACTOR SHALL NOT ALLOW CONSTRUCTION ACTIVITIES TO

DISRUPT ON-GOING GOVERNMENT OPERATIONS.

3. CONTRACTOR STAGING AREA

A. SEE SHEET GP-101 FOR SEDIMENT AND EROSION CONTROL PLAN AND NOTES.

A. THE LAMONT ROAD BORROW PIT IS ANTICIPATED TO BE CLOSED DURING THE ENTIRE

CONSTRUCTION PHASE OF THIS PROJECT.

A. CONTRACTOR SHALL INSTALL TEMPORARY FENCING AROUND THE GENERAL PROJECT SITE.

THE TYPE, MATERIAL, HEIGHT, AND LOCATION OF THE FENCE SHALL BE IN ACCORDANCE

WITH SPECIFICATIONS AND APPROVED BY THE GOVERNMENT PRIOR TO INSTALLATION.

B. ALL WORK ACTIVITIES AND STORAGE SHALL BE CONFINED WITHIN THE ESTABLISHED

PROJECT LIMITS UNLESS SPECIFICALLY AUTHORIZED BY THE COR FOR SPECIFIED PERIODS

OF TIME. CONTRACTOR SHALL COORDINATE EXACT PROJECT LIMITS WITH THE COR.

C. THE CONTRACTOR MUST HAVE AT LEAST ONE EMPLOYEE ONSITE TO RECEIVE AND DIRECT

PLACEMENT OF DELIVERED MATERIALS AND SUPPLIES.

1. CONSTRUCTION METHODS AND PROCEDURES & CONTRACTOR ACCESS

A. THE WORK FOR THIS PROJECT CONSISTS OF FURNISHING ALL LABOR, EQUIPMENT,

TRANSPORTATION, AND MATERIALS NECESSARY TO PERFORM ALL WORK IN STRICT

ACCORDANCE WITH THE PROJECT SPECIFICATIONS, APPLICABLE UNITED STATES ARMY CORPS

OF ENGINEERS (USACE) DRAWINGS, UNIFIED FACILITIES CRITERIA (UFC), SECURITY OPERATIONS

TRAINING FACILITY (SOTF) STANDARDS, FORT BRAGG INSTALLATION DESIGN GUIDELINES (IDG)

AND OTHER CONTRACT DOCUMENTS. THE SCOPE OF WORK OF THIS CONTRACT IS REFERENCED

IN PROJECT SPECIFICATIONS SECTION 01 00 05.

B. THE CONTRACTOR SHALL REFER TO THE PROJECT SPECIFICATIONS IN ALL SITUATIONS. THE

CONTRACTOR SHALL BRING CONFLICTS BETWEEN PROJECT SPECIFICATIONS AND PLANS TO THE

ATTENTION OF THE CONTRACTING OFFICER REPRESENTATIVE (COR) FOR RESOLUTION. ALL

MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE PROJECT SPECIFICATIONS.

C. ALL DIMENSIONS AND CONDITIONS TIED TO OR OTHERWISE RELATED TO EXISTING

CONSTRUCTION WILL BE FIELD VERIFIED BY THE CONTRACTOR. VERIFICATION SHALL BE MADE

PRIOR TO ORDERING, FABRICATING, OR CONSTRUCTING ANY RELATED STRUCTURAL

COMPONENTS. WHERE DISCREPANCIES OCCUR, THE CONTRACTOR SHALL ADVISE THE COR

IMMEDIATELY AND PROVIDE THE COR WITH THE CORRECT DIMENSIONS AND CONDITIONS.

D. THE CONTRACTOR SHALL PROVIDE ONSITE SANITARY FACILITIES FOR HIS WORKERS DURING THE

ENTIRE CONSTRUCTION PHASE. COORDINATE LOCATION WITH COR.

E. THE CONTRACTOR SHALL ADEQUATELY PROTECT ALL EXISTING SITE FEATURES AND FACILITIES

DURING DEMOLITION AND CONSTRUCTION. CONTRACTOR SHALL COORDINATE EXACT PROJECT

LIMITS WITH CONTRACTING OFFICER'S REPRESENTATIVE (COR).

F. CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE BEST AVAILABLE HAUL ROUTE TO THE

FORT BRAGG LAMONT RECYCLING FACILITY AND SHALL COORDINATE WITH THE COR AS NEEDED.

4. LAMONT ROAD BORROW PIT

5. EROSION AND SEDIMENT CONTROL

C. THE FOLLOWING PERMITS MAY BE REQUIRED FOR PROJECTS AT FT. BRAGG:

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THE FORT BRAGG LAMONT CONSTRUCTION AND DEMOLITION (C&D)

LANDFILL IS CLOSED AND WILL NOT BE ACCEPTING ANY C&D WASTE

AND, ASBESTOS WASTE. THE MUNICIPAL SOLID WASTE (MSW)

TRANSFER STATION AT THE LAMONT LANDFILL FACILITY IS CLOSED

AND WILL NOT ACCEPT MSW AT THE FACILITY.

ALL CONTRACTORS SHALL USE A STATE CERTIFIED C&D LANDFILL OR

SUB TITLE “D” LANDFILL OFF FORT BRAGG FOR THE DISPOSAL OF

C&D, ASBESTOS WASTE, AND MSW.

ALL CONTRACTORS SHALL USE A STATE CERTIFIED C&D LANDFILL OR

SUB TITLE “D” LANDFILL OFF FORT BRAGG FOR THE DISPOSAL OF

C&D, ASBESTOS WASTE, MSW, AND ALL OTHER FORMS OF

HAZARDOUS OR HARMFUL MATERIALS INCLUDING BUT NOT LIMITED

TO SLURRY FROM HORIZONTAL DIRECTIONAL DRILLING.

THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN DATA OF ALL

WASTE DISPOSED AND MATERIALS RECYCLED OFF FORT BRAGG.

THE DEPARTMENT OF THE ARMY (DA) AND THE NORTH CAROLINA

DEPARTMENT OF ENVIRONMENTAL QUALITY (NC DEQ) REQUIRES

MONTHLY AND ANNUAL REPORTING OF ALL MATERIALS (WASTE AND

RECYCLABLES) MANAGED BY FORT BRAGG. THE FORT BRAGG

ENVIRONMENTAL COMPLIANCE BRANCH, SOLID WASTE/RECYCLING

OFFICE IS RESPONSIBLE FOR COMPILING DATA INTO MONTHLY

DIRECTORATE REPORTS TO BE CONSOLIDATED INTO REPORTS FOR

THE DA AND THE NC DEQ. A PROVIDED FORM FROM THE SOLID

WASTE/RECYCLING OFFICE OR A CONTRACTOR FORM SHALL BE

FILLED OUT WITH THE TYPE OF WASTE OR RECYCLED MATERIAL, THE

WEIGHT OF THE WASTE/MATERIAL (TONS OR POUNDS) AND THE

FACILITY THE WASTE OR RECYCLABLES WERE DELIVERED. THIS

INFORMATION IS REQUIRED TO BE SENT TO THE FORT BRAGG SOLID

WASTE/RECYCLING OFFICE BY THE SECOND FRIDAY OF EACH

MONTH. EMAIL TO JEFF SLOOP AT JEFFERY.W.SLOOP.CTR@MAIL.MIL

OR FAX TO (910)396-4188, ATTN: SOLID WASTE OFFICE.

THE LAMONT LANDFILL FACILITY WILL ACCEPT RECYCLABLES ITEMS.

1) CONCRETE, BRICK AND BLOCK

- SHALL BE TESTED AND FREE OF ASBESTOS AND LEAD BASED

PAINT TO BE RECYCLED

- SHALL BE NO LARGER THAN 2' BY 2' PIECES OR EQUIVALENT

- SHALL BE MINIMAL AMOUNT OF DIRT IN LOAD

- SHALL HAVE NO REBAR PROTRUDING OUT OF THE CONCRETE

2) TREES, LIMBS AND STUMPS

- SHALL BE CUT TO 6 FEET OR LESS IN LENGTH

- IF THE TREE HAS A LARGE DIAMETER (EXAMPLE 3 FT. DIA.) IT

SHALL BE CUT TO LENGTHS OF 3 FEET OR LESS

- SHALL BE MINIMAL AMOUNT OF DIRT IN LOAD OR IN STUMP

ROOTS

- WILL EXCEPT GROUND WOOD CHIPS

- LOADS SHALL BE FREE OF TRASH

3) PALLETS

- SERVICEABLE AND NON-SERVICEABLE PALLETS

4) SCRAP STEEL

- NO ITEMS REQUIRING DEMILITARIZED ACCEPTED

- NO ITEMS WITH LIQUIDS IN THEM

5) SCRAP ALUMINUM

- NO ITEMS REQUIRING DEMILITARIZED ACCEPTED

- NO ITEMS WITH LIQUIDS IN THEM

6) CARDBOARD TO BE RECYCLED

- A 40 YARD DUMPSTER IS AVAILABLE FOR CARDBOARD

- ALSO CARDBOARD CAN BE TAKEN TO THE FORT BRAGG

RECYCLING CENTER AT BLDG 3-1240, BUTNER AND REILLY

ROAD

- SHALL BE CLEAN OF PLASTICS, STYROFOAM, WOOD, METAL,

TRASH, ETC.

7) ALL RECYCLABLE MATERIALS FROM A CONSTRUCTION OR

DEMOLITION JOB IS PROPERTY OF THE GOVERNMENT UNLESS

THE CONTRACT SPECIFIES THAT THE CONTRACTOR CAN OBTAIN

THE MATERIALS. ITEMS SUCH AS HVAC UNITS (FREON REMOVED),

AIR HANDLERS, PIPING, METAL BEAMS, MOTORS, VALVES, COPPER

WIRE, ETC. THESE TYPES OF ITEMS SHALL BE TRANSPORTED TO

DPW RECYCLING CENTER OR THE RECYCLING AREA AT THE

LAMONT LANDFILL FACILITY.

A LANDFILL USAGE PERMIT, FOR CONTRACTORS, SHALL BE

OBTAINED FROM THE DIRECTORATE OF PUBLIC WORKS,

ENVIRONMENTAL COMPLIANCE BRANCH, SOLID WASTE/RECYCLING

PROGRAM AT BLDG 3-1137, (910) 432-6412.

STATE LAW AND FORT BRAGG REGULATIONS REQUIRES COVERING

OF LOADS OF WASTE OR RECYCLABLES TO PREVENT LITTER.

ALL WASTE OR RECYCLABLE MATERIAL LOADS ARE SUBJECT TO BE

INSPECTED OF THEIR CONTENTS WHILE BEING PRESENT ON FORT

BRAGG.

SOLID WASTE AND RECYCLING NOTES

APPLY FERTILIZER/LIME AT RATES AS DETERMINED BY LABORATORY SOIL

ANALYSIS OF SOILS AT THE JOB SITE. IN THE ABSENCE OF THE SOIL ANALYSIS,

APPLY SOIL AMENDMENTS AT THE RATES INDICATED IN STEPS 2 AND 3.

1. AREA WILL BE TILLED TO 4" DEPTH.

2. APPLY LIME AT 70 POUNDS PER 1000 SQUARE FEET, OR 1.5 TONS PER

ACRE.

3. APPLY 10-20 FERTILIZER AT A RATE OF 850 POUNDS PER ACRE OR 20

POUNDS PER 1000 SQUARE FEET. THE FERTILIZER SHOULD BE EITHER

SLOW TIME RELEASE OR APPLIED IN TWO APPLICATIONS, HALF AT TIME OF

PLANTING AND THE SECOND HALF AFTER PERMANENT SEED GERMINATES.

4. THE LIME AND FERTILIZER WILL BE WORKED INTO THE TOP 2 TO 4 INCHES

OF SOIL PRIOR TO SEEDING.

5. SEED MIX AND RATE:

FORT BRAGG SEEDING SPECIFICATION

SITE AREA

DESCRIPTION

1) GROUND STABILIZATION *

STABILIZATION

TIME FRAME

PERIMETER DIKES,

SWALES, DITCHES

AND SLOPES

7 DAYS

STABILIZATION TIME

FRAME EXCEPTIONS

NONE

HIGH QUALITY

WATER (HQW)

ZONES

7 DAYS NONE

SLOPES STEPPER

THAN 3:1

7 DAYS

IF SLOPES ARE 10' OR LESS IN

LENGTH AND ARE NOT STEEPER

THAN 2:1, 14 DAYS ARE

ALLOWED.

SLOPES 3:1 OR

FLATTER

14 DAYS

7-DAYS FOR SLOPES GREATER

THAN 50 FEET IN LENGTH AND

WITH SLOPES STEEPER

THAN 4:1

ALL OTHER AREAS

WITH SLOPES

FLATTER THAN 4:1

14 DAYS

NONE (EXCEPT FOR

PERIMETERS AND

HQW ZONES)

* "EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY

BASED ON WEATHER OR OTHER SITE-SPECIFIC CONDITIONS THAT MAKE

COMPLIANCE IMPRACTICABLE." (SECTION II.B(2)(b))

MAINTENANCE DURING ESTABLISHMENT PERIOD

MAINTENANCE OF THE SEEDED AREAS SHALL INCLUDE PROTECTING

EMBANKMENTS AND DITCHES FROM SURFACE EROSION; MAINTAINING EROSION

CONTROL MATERIALS AND MULCH; PROTECTING INSTALLED AREAS FROM

TRAFFIC; MOWING; WATERING; AND POST-FERTILIZATION.

MOWING

A. TURF AREAS; TURF AREAS SHALL BE MOWED TO A MINIMUM 3-INCH

HEIGHT WHEN THE TURF IS A MAXIMUM 4 INCHES HIGH. CLIPPINGS

SHALL BE REMOVED WHEN THE AMOUNT CUT PREVENTS SUNLIGHT

FROM REACHING THE GROUND SURFACE.

B. EROSION CONTROL AREAS: EROSION CONTROL AREAS SHALL BE

MOVED TO A MINIMUM 4 INCH HEIGHT WHEN THE PLANTS ARE

MAXIMUM 8 INCHES HIGH. CLIPPINGS SHALL BE REMOVED WHEN THE

AMOUNT CUT PREVENTS SUNLIGHT FROM REACHING THE GROUND

SURFACE.

POST-FERTILIZATION

AFTER THE PERMANENT GRASS HAS BEEN ACCEPTED, AND BETWEEN

THE DATES OF APRIL 15 AND OCTORBER 15, APPLY 425 POUNDS OF

FERTILIZER PER ACRE.

REPAIR OF REINSTALL

UNSATISFACTORY STAND OF GRASS PLANTS AND MULCH SHALL BE

REPAIRED OR REINSTALLED, AND ERODED AREAS SHALL BE REPAIRED

UNTIL A SATISFACTORY STAND OF GRASS RESULTS.

(Rv. 9 JUNE 2017)

TEMPORARY SEEDING

"COOL SEASON": PLANTED BETWEEN 1 SEPTEMBER AND 28 FEBRUARY 120 POUNDS

PER ACRE WINTER WHEAT (TRITICUM SPELTA)

"WARM SEASON": PLANTED BETWEEN 1 MARCH AND 31 AUGUST 65 POUNDS PER

ACRE GERMAN (SETARIA ITALICA), BROWN TOP (SETARIA ITALICA), OR FOX TAIL

MILLET (BRACHIARIA RAMOSUM)

PERMANENT SEEDING "COOL SEASON": PLANTED BETWEEN 1 SEPTEMBER

AND 28 FEBRUARY 50 POUNDS PER ACRE KENTUCKY 31 TALL FESCUE

(FESTUCA ARUNDINACEA) 25 POUNDS PER ACRE COMMON BERMUDA

(CYNODON DACTYLON), HULLED 25 POUNDS PER ACRE COMMON BERMUDA

(CYNODON DACTYLON), UNHULLED

"WARM SEASON": PLANTED BETWEEN 1 MARCH AND 31 AUGUST 50 POUNDS

PER ACRE KENTUCKY 31 TALL FESCUE (FESTUCA ARUNDINACEA) 25 POUNDS

PER ACRE COMMON BERMUDA (CYNODON DACTYLON), HULLED

STRAW MULCH: APPLY 4,000 POUNDS PER ACRE; LEAVING NO BARE SPOT LARGER

THAN A QUARTER. STRAW MUST BE STABILIZED BY EITHER USE OF EMULSIFIED

ASPHALT OR BY CRIMPING THE STRAW INTO THE GROUND.

EMULSIFIED ASPHALT: EMULSIFIED ASPHALT SHALL BE APPLIED AT A RATE

HEAVY ENOUGH THAT THE ENTIRE AREA APPEARS BLACK IN COLOR; WITH

PARTICULAR ATTENTION PAID TO THE EDGES OF AREAS, CRESTS OF RIDGES,

AND BANKS TO PREVENT WIND DAMAGE.

CRIMPING: STRAW MAY BE CRIMPED WITH A MULCH ANCHORING TOOL OR A

WHEEL DISK WITH DULL BLADES SET NEARLY STRAIGHT MAY BE USED AS A

MULCH ANCHORING TOOL. CRIMPING IS NOT PERMITTED ON SLOPES

STEEPER THAN 3:1.

HYDROSEEDING: HYDROSEEDING SHALL ONLYBE ALLOWABLE ON SLOPES

STEEPER THAN 1 HORIZONTAL TO 1 VERTICAL. STEPS 1 THROUGH 4 MUST BE

COMPLETED PRIOR TO HYDROSEEDING. HYDROSEEDING SHOULD BE APPLIED IN

TOW APPLICATIONS. THE FIRST APPLICATION WILL CONSIST OF

OF THE MULCH

AND

OF THE SEED AND THE SECOND APPLICATION WILL CONSIST OF

OF THE

MULCH AND

OF THE SEED. THE MULCH WILL INCLUDE A TRACKIFIER AND WILL BE

APPLIED AT A RATE OF 2,000 POUNDS PER ACRE OR THE MANUFACTURER'S

RECOMMENDATION, WHICHEVER IS HIGHER.

6. EXEMPTIONS: SPECIAL USE AREAS, SUCH AS WETLANDS, RIPARIAN AREAS,

FLOODPLAINS, GENERAL OFFICER QUARTERS AND HISTORIC DISTRICT. CONTACT

THE FORT BRAGG WATER MANAGEMENT BRANCH (WMB) AT 910-396-2301/2823

WHEN SEEDING THESE AREAS.

7. UPON COMPLETION OF THE PROJECT, PRIOR TO LEAVING THE SITE, THE WATER

MANAGEMENT BRANCH SHALL BE NOTIFIED TO INSPECT THE PROJECT. POC MR.

JACK WILSON AT 910-396-2301/2823.

NOTE: G.S. 113A-57 NO LAND-DISTURBING ACTIVITY SUBJECT TO THIS ARTICLE

SHALL BE UNDERTAKEN EXCEPT IN ACCORDANCE WITH THE FOLLOWING

MANDATORY REQUIREMENTS:

(1) PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS SHALL BE PROVIDED

WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER)

FOLLOWING THE COMPLETION OF CONSTRUCTION OR DEVELOPMENT (FINAL

GRADE).

(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, WITHIN 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF

GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR

PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO

RESTRAIN EROSION.

ALL PERIMETER DIKES, DITCHES, SWALES PERIMETER SLOPES OR SLOPES

STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED

TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS

PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS.

FORT BRAGG SEEDING SPECIFICATION (CONT.)

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234.744

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237.450

21-SF5-HA-3

227.395

21-SF5-HA-4

221.185

21-SF5-HA-6

233.781

21-SF5-HA-5

INVERT

18 IN RCP

EL = 231.36

INVERT

18 IN RCP

EL = 232.95

CONEX TRAILERS

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NOTES:

1. Survey performed by:

James D. Jacaruso, NC PLS L-3706

USACE, Wilmington District

910-251-4780 (Office)

910-409-8875 ( Cell)

2. Horizontal and Vertical Control:

The horizontal reference frame is North Carolina State Plane, NAD

1983(2011), in U.S. Survey Feet.

The vertical datum is NAVD 1988, in U.S. Survey Feet

The field survey was performed using a combination of RTK GNSS, with a local base station, and robotic total station. Initial on site control was established using the North Carolina Virtual Reference

Station (VRS) network.

3. No determination has been made by the surveyor as to the following:

A. 100-year flood limits;

B. Wetlands;

C. Underground Storage Facilities;

D. Graves, Cemeteries, or Burial Grounds;

E. Hazardous Waste

F. Underground Utilities

4. Date of Field Survey: 4 April 2021.

I, James D. Jacaruso, Certify this Map was completed on 14 JUN 21, under My

Direct and Responsible Charge from an Actual Field Survey performed under My

Supervision.

James D. Jacaruso, NC PLS L-3706 Date

SCALE: 1" = 40'

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LEGEND

BORE HOLE

CENTERLINE OF SOIL ROAD

Feet

0 40 80

D

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END OF CULVERT

SITE

VICINTY MAP: NOT TO SCALE

X

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234.744

21-SF5-HA-2

242.492

21-SF5-HA-1

237.450

21-SF5-HA-3

227.395

21-SF5-HA-4

221.185

21-SF5-HA-6

233.781

21-SF5-HA-5

CONEX TRAILERS

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243.9

232.5

1.5:1

LIMITS OF GRADING FUTURE PROJECT

PN 95395 MULTIPURPOSE TRAINING FACILITY

241.00

N 516429.73

E 1976458.25

236.76

N 516402.24

E 1976678.95

233.28

N 516539.90

E 1976783.87

233.28

N 516508.67

E 1977047.13

239.00

N 516324.87

E 1977031.18

238.86

N 516371.44

E 1976660.23

241.00

N 516404.75

E 1976451.77

LIMITS OF DISTURBANCE

N 516438

E 1976454

N 516434

E 1976525

N 516434

E 1976591

N 516413

E 1976675

N 516583

E 1976732

N 516604

E 1976823

N 516627

E 1976827

N 516612

E 1976765

N 516608

E 1977011

N 516584

E 1977007

N 516546

E 1977104

N 516312

E 1977040

N 516328

E 1976831

N 516357

E 1976645

N 516377

E 1976577

N 516397

E 1976441

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A N

P R

O V

E M

E N

T S

S O

T F

F O

A

G G

N

O R

R

O L

I N

A

U S

A

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Y

C

O R

E

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S

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D

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C

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F B

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I L D

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F I

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C O

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C

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F O

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T A

Feet

0 30 60

LIMITS OF DISTURBANCE ~ 2.7 ACRES

D E

M O

L I T

I O

N

P

L A

N

CD-101

SCALE 1"=30'

DEMOLITION/CONSTRUCTION SEQUENCE:

· INSTALL EROSION AND SEDIMENT CONTROLS

PER SHEET GP-101.

· COMMENCE CLEARING AND GRUBBING AND

TREE REMOVAL PER SPECIFICATIONS & PLANS.

· COMMENCE CONSTRUCTION GRADING PER

SHEET GP-101.

· COMMENCE PERMANENT SITE STABILIZATION

MEASURES PER SPECIFICATIONS & SHEETS

GP-101, AND C-501.

NOTES:

1. ALL WORK SHALL BE PERFORMED WITHIN THE

LIMITS SHOWN. POINTS NUMBERS 5000, & 5006

THRU 5015 DEFINE THE BOUNDARY LIMITS.

2. THIS INCLUDES ALL LAY DOWN AREAS, &

SEDIMENT AND EROSION CONTROL MEASURES.

3. SEE SHEET GP-101 FOR GRADING PLAN &

SEDIMENT AND EROSIOIN CONTROL PLAN.

LEGEND

DEMOLITION HATCH

LIMITS OF DISTURBANCE

C D d

X

X

X

X

X

X

X

X

X

X

234.744

21-SF5-HA-2

242.492

21-SF5-HA-1

237.450

21-SF5-HA-3

227.395

21-SF5-HA-4

221.185

21-SF5-HA-6

233.781

21-SF5-HA-5

INVERT

18 IN RCP

EL = 231.36

INVERT

18 IN RCP

EL = 232.95

CONEX TRAILERS

C

O

N

E

X

E

S

C E

N T

E R

L

IN

E O

F S

O

IL

B

A S

E D

R O

A D

FENCE

8" HDPE

ROOF DRAIN

INV=243.58'

X

P

O S

T

A

B

N

C E

10' TEMP

METAL WALL

GRAVEL ROAD

SOIL ROAD

CONC

PAD

D

I

D

233.95

243.9

232.5

"R

C P

C L A

S S

IV

R

L

A

1.5:1

LIMITS OF GRADING

FUTURE PROJECT PN 95395

MULTIPURPOSE TRAINING FACILITY

BORING LOCATION (TYP.)

240.00

N 516429.73

E 1976458.25

236.76

N 516402.24

E 1976678.95

233.28

N 516539.90

E 1976783.87

233.28

N 516508.67

E 1977047.13

239.00

N 516324.87

E 1977031.18

238.86

N 516371.44

E 1976660.23

242.00

N 516404.75

E 1976451.77

LIMITS OF DISTURBANCE

~2.7 ACRES

SF

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S F

S F

S F

S F

S

F

S

F

S

F

S

F

S

F

S

F

TS

TS

TS

TS

PS

PS

PS

PS

PS

MU

MU

MU

MU

MU

SOD

SOD

SOD

SOD

CE

TSD

TSD

TSD

SF

SF

SF

TS

TD

TD

TD

TD

TD

TD

SSB

CONTRACTOR TO CONFIRM EXISTING GRADES. TIE IN EDGE OF SKIMMER

SEDIMENT BASIN TO EXISTING GRADES AT MAX 2:1 CUT/FILL SLOPE.

SKIMMER SEDIMENT BASIN SHALL HAVE 2-FEET OF STORAGE DEPTH.

CONTRACTOR TO CONFIRM

EXISTING GRADES. PROVIDE A MIN.

0.5% LONGITUDINAL SLOPE.

SIDE SLOPES SHALL BE 2:1

SKIMMER 2" SIZE

1.25" ORIFICE SIZE

TD

TD

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US Army Corps of Engineers

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GP-101

GRADING NOTES:

1. CONTRACTOR SHALL FOLLOW OSHAA GUIDELINES WHEN GRADING THE SITE. ON-SITE SOILS ARE CATEGORIZED AS TYPE C SOILS AND SLOPES SHOULD BE CONSTRUCTION AT A MAXIMUM SLOPE OF 3H:1V.

2. THE ON-SITE SOILS ARE SUITABLE FOR REUSE AS FILL MATERIALS. SUITABLE MATERIALS FOR FILL SHOULD CONSIST OF SAND (SW, SP, SM, SC) AND LOW PLASTICITY SILTS AND CLAYS (ML, CL) WITH A PI OF LESS THAN 9.

SOILS USED AS FILL MATERIAL SHOULD BE COMPACTED TO 95% OF THE STANDARD PROCTOR AND WITHIN +/- 3 PERCENT OF THE OPTIMUM. IF SAND IS USED A FILLED MATERIAL, THE CONTRACTOR

SHALL USE A STEEL VIBRATORY DRUM ROLLER TO COMPACT FILL MATERIAL. IF LOW PLASTICITY SILTS AND CLAYS ARE USED, THE CONTRACTOR SHOULD USE A SHEEPSFOOT ROLLER TO COMPACT

THE FILL MATERIAL..

3. DPW FORESTRY BRANCH WILL DETERMINE IF MERCHANTABLE TIMBER IS PRESENT TO SUPPORT A SALVAGE OR SALE OPERATION. IF ENOUGH TIMBER IS AVAILABLE FOR SALE, THE CONTRACTOR

SHALL MARK THE CLEARING LIMITS AND THE GOVERNMENT HAS60 DAYS, FROM WHEN THE CLEARING LIMITS ARE COMPLETED, TO REMOVE THE MERCHANTABLE TIMBER. SMALL TREES, TREE TOPS, LIMBS, STUMPS OR ANY DEBRIS NOT SOLD BY THE GOVERNMENT SHALL BE REMOVED BY THE CONTRACTOR.

SCALE 1"=30'

SEDIMENT & EROSION CONTROL LEGEND

SF

TS

PS

MU

SOD

SILT FENCE

TEMPORARY SEEDING

PERMANENT SEEDING

MULCHING

SOD

SF

SILT FENCE LINETYPE

LIMITS OF DISTURBANCE LINETYPE

SEDIMENT & EROSION CONTROL NOTES:

1. CONTRACTOR SHALL FOLLOW THE MOST RECENT NCDEQ SEDIMENT & EROSION CONTROL MANUAL GUIDELINES .

2. PRIOR TO CONSTRUCTION ACTIVITIES CONTRACTOR SHALL COORDINATE WITH AND GAIN APPROVAL FROM CONTRACTING OFFICER AND/OR HIS/HER REPRESENTATIVE, AND DPW-E FOR LOCATIONS OF STOCKPILE

AREAS AND BORROW AREAS, AND HAUL ROUTES.

3. CONTRACTOR SHALL CONTAIN ALL EARTH MOVING ACTIVITIES WITHIN THE LIMITS OF GRADING SHOWN ON THIS SHEET, AND ALL CONSTRUCTION ACTIVITIES WITH IN THE LIMITS OF DISTURBANCE AS SHOWN ON

SHEET CD-101.

4. CONTRACTOR SHALL INSPECT ALL EROSION AND SEDIMENT CONTROL MEASURES AT THE BEGINNING AND END OF EACH WORKDAY. ANY OBSERVED DAMAGE SHALL BE FIXED PROMPTLY. SEE SHEETS C-501 & C-502

FOR DETAILS AND MAINTENANCE.

5. AFTER COMPLETION OF GRADING ACTIVITIES CONTRACTOR WILL BE RESPONSIBLE FOR THE SITE UNTIL IT IS FULLY STABILIZED WITH MATURE VEGETATION AND/OR THE SEDIMENT & EROSION CONTROL PERMIT IS

RELEASED.

6. ANY DAMAGE DONE OUTSIDE OF THESE LIMITS AND STANDARDS IS THE SOLE FINANCIAL RESPONSIBILITY OF THE CONTRACTOR.

7. TEMPORARY SLOPE DRAIN PIPING SHALL BE 18" I.D. HDPE PIPE.

CE CONSTRUCTION ENTRANCE/EXIT

TSD TEMPORARY SLOPE DRAINS

TD

TEMPORARY DIVERSION

LIMITS OF DISTURBANCE ~ 2.7 ACRES

#57 STONE (CLEAN) HATCH

LIMITS OF GRADING LINETYPE

G P

SSB SKIMMER SEDIMENT BASIN

TD

TEMPORARY DIVERSION FLOW PATH

Q10 = 9 CFS

X

X

X

X

X

X

X

X

X

X

234.744

21-SF5-HA-2

242.492

21-SF5-HA-1

237.450

21-SF5-HA-3

227.395

21-SF5-HA-4

221.185

21-SF5-HA-6

233.781

21-SF5-HA-5

INVERT

18 IN RCP

EL = 231.36

INVERT

18 IN RCP

EL = 232.95

CONEX TRAILERS

C

O

N

E

X

E

S

C E

N T

E R

L

IN

E O

F S

O

IL

B

A S

E D

R O

A D

FENCE

8" HDPE

ROOF DRAIN

INV=243.58'

X

P

O S

T

A

B

N

C E

10' TEMP

METAL WALL

GRAVEL ROAD

SOIL ROAD

G

A

T

E

CONC

PAD

D

I

D

R

C

P

246.2

DI

8" DIP

246.2

233.95

232.5 233.65

243.9

DI

232.5

"R

C P

C L A

S S

IV

R

L

A

1.5:1

240.00

N 516429.73

E 1976458.25

236.76

N 516402.24

E 1976678.95

233.28

N 516539.90

E 1976783.87

233.28

N 516508.67

E 1977047.13

239.00

N 516324.87

E 1977031.18

238.86

N 516371.44

E 1976660.23

242.00

N 516404.75

E 1976451.77

SF

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S F

S F

S F

S F

S

F

S

F

S

F

S

F

S

F

S

F

CE

CUI

C O

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D E

S I G

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D

B

Y

D E

S C

R I P

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N

A

M A

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S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

S O

L I C

I T

A T

I O

N

N

O

C H

E C

K E

D

B

Y

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A W

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B

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A W

A R

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D

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SHEET ID

B

C

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US Army Corps of Engineers

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Feet

0 30 60

LIMITS OF DISTURBANCE ~ 2.7 ACRES

P L

E

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GP-102

SCALE 1"=30'

LEGEND

CLASS 1 RIP RAP HATCH

SF

SILT FENCE LINETYPE

LIMITS OF DISTURBANCE LINETYPE

#57 STONE (CLEAN)

NOTES:

1. SEE SHEET GP-103 FOR CROSS SECTION PROFILES.

G P

CROSS SECTION 0+50 - 0+50

0 10 20 300-10-20-30

CROSS SECTION 1+00 - 1+00

0 10 20 300-10-20-30

CROSS SECTION 1+50 - 1+50

0 10 20 300-10-20-30

CROSS SECTION 2+00 - 2+00

0 10 20 300-10-20-30

CROSS SECTION 2+50 - 2+50

0 10 20 300-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170

CROSS SECTION 3+00 - 3+00

0 10 20 300-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220

CROSS SECTION 3+50 - 3+50

0 10 20 30 400-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220

CROSS SECTION 4+00 - 4+00

0 10 20 30 400-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190

CROSS SECTION 4+50 - 4+50

0 10 20 30 400-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190

CROSS SECTION 5+00 - 5+00

0 10 20 30 400-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220

CROSS SECTION 5+50 - 5+50

0 10 20 300-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220

CROSS SECTION 6+00 - 6+00

0 10 20 300-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220

CUI

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D A

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S O

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N

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K E

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SHEET ID

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C

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F

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US Army Corps of Engineers

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Feet

0 30 60

G R

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GP-103

SCALE 1"=30'

LEGEND

EXISTING GROUND

PROPOSED FINISHED GRADE

C

O

F

I

O

C

O

F

I

O

MIN. 4" #57 STONE

GEOTEXTILE

COMPACTED SUBGRADE

SITE PAD AND ACCESS ROAD DETAIL

N.T.S.

G P

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE

WITH THE NCG01 CONSTRUCTION GENERAL PERMIT

IMPLEMENTING THE DETAILS AND SPECIFICATIONS ON THIS PLAN SHEET WILL RESULT IN THE CONSTRUCTION ACTIVITY BEING CONSIDERED COMPLIANT WITH THE GROUND STABILIZATION AND MATERIALS HANDLING SECTIONS OF THE NCG01 CONSTRUCTION GENERAL PERMIT (SECTIONS E AND F, RESPECTIVELY). THE PERMITTEE SHALL COMPLY WITH THE EROSION AND SEDIMENT CONTROL PLAN APPROVED BY THE DELEGATED AUTHORITY HAVING JURISDICTION. ALL DETAILS AND SPECIFICATIONS

SHOWN ON THIS SHEET MAY NOT APPLY DEPENDING ON SITE CONDITIONS AND THE DELEGATED

AUTHORITY HAVING JURISDICTION.

GROUND STABILIZATION SPECIFICATION

STABILIZE THE GROUND SUFFICIENTLY SO THAT RAIN WILL NOT DISLODGE THE SOIL. USE

ONE OF THE TECHNIQUES IN THE TABLE BELOW:

POLYACRYLAMIDES (PAMS) AND FLOCCULANTS

1. SELECT FLOCCULANTS THAT ARE APPROPRIATE FOR THE SOILS BEING EXPOSED

DURING CONSTRUCTION, SELECTING FROM THE NC DWR LIST OF APPROVED

PAMS/FLOCCULANTS.

2. APPLY FLOCCULANTS AT OR BEFORE THE INLETS TO EROSION AND SEDIMENT

CONTROL MEASURES.

3. APPLY FLOCCULANTS AT THE CONCENTRATIONS SPECIFIED IN THE NC DWR LIST OF

APPROVED PAMS/FLOCCULANTS AND IN ACCORDANCE WITH THE MANUFACTURER'S

INSTRUCTIONS.

4. PROVIDE PONDING AREA FOR CONTAINMENT OF TREATED STORMWATER BEFORE

DISCHARGING OFFSITE.

5. STORE FLOCCULANTS IN LEAK-PROOF CONTAINERS THAT ARE KEPT UNDER

STORM-RESISTANT COVER OR SURROUNDED BY SECONDARY CONTAINMENT

STRUCTURES.

HAZARDOUS AND TOXIC WASTE

1. CREATE DESIGNATED HAZARDOUS WASTE COLLECTION AREAS ON-SITE.

2. PLACE HAZARDOUS WASTE CONTAINERS UNDER COVER OR IN SECONDARY

CONTAINMENT.

3. DO NOT STORE HAZARDOUS CHEMICALS, DRUMS OR BAGGED MATERIALS DIRECTLY

ON THE GROUND.

EQUIPMENT AND VEHICLE MAINTENANCE

1. MAINTAIN VEHICLES AND EQUIPMENT TO PREVENT DISCHARGE OF FLUIDS.

2. PROVIDE DRIP PANS UNDER ANY STORED EQUIPMENT.

3. IDENTIFY LEAKS AND REPAIR AS SOON AS FEASIBLE, OR REMOVE LEAKING

EQUIPMENT FROM THE PROJECT.

4. COLLECT ALL SPENT FLUIDS, STORE IN SEPARATE CONTAINERS AND PROPERLY

DISPOSE AS HAZARDOUS WASTE (RECYCLE WHEN POSSIBLE).

5. REMOVE LEAKING VEHICLES AND CONSTRUCTION EQUIPMENT FROM SERVICE

UNTIL THE PROBLEM HAS BEEN CORRECTED.

6. BRING USED FUELS, LUBRICANTS, COOLANTS, HYDRAULIC FLUIDS AND OTHER

PETROLEUM PRODUCTS TO A RECYCLING OR DISPOSAL CENTER THAT HANDLES

THESE MATERIALS.

LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE

1. NEVER BURY OR BURN WASTE. PLACE LITTER AND DEBRIS IN APPROVED WASTE

CONTAINERS.

2. PROVIDE A SUFFICIENT NUMBER AND SIZE OF WASTE CONTAINERS (E.G DUMPSTER,

TRASH RECEPTACLE) ON SITE TO CONTAIN CONSTRUCTION AND DOMESTIC WASTES.

3. LOCATE WASTE CONTAINERS AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS

AND SURFACE WATERS UNLESS NO OTHER ALTERNATIVES ARE REASONABLY

AVAILABLE.

4. LOCATE WASTE CONTAINERS ON AREAS THAT DO NOT RECEIVE SUBSTANTIAL

AMOUNTS OF RUNOFF FROM UPLAND AREAS AND DOES NOT DRAIN DIRECTLY TO A

STORM DRAIN, STREAM OR WETLAND.

5. COVER WASTE CONTAINERS AT THE END OF EACH WORKDAY AND BEFORE STORM

EVENTS OR PROVIDE SECONDARY CONTAINMENT. REPAIR OR REPLACE DAMAGED

WASTE CONTAINERS.

6. ANCHOR ALL LIGHTWEIGHT ITEMS IN WASTE CONTAINERS DURING TIMES OF HIGH

WINDS.

7. EMPTY WASTE CONTAINERS AS NEEDED TO PREVENT OVERFLOW. CLEAN UP

IMMEDIATELY IF CONTAINERS OVERFLOW.

8. DISPOSE WASTE OFF-SITE AT AN APPROVED DISPOSAL FACILITY.

9. ON BUSINESS DAYS, CLEAN UP AND DISPOSE OF WASTE IN DESIGNATED WASTE

CONTAINERS.

PAINT AND OTHER LIQUID WASTE

1. DO NOT DUMP PAINT AND OTHER LIQUID WASTE INTO STORM DRAINS, STREAMS OR

WETLANDS.

2. LOCATE PAINT WASHOUTS AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS

AND SURFACE WATERS UNLESS NO OTHER ALTERNATIVES ARE REASONABLY

AVAILABLE.

3. CONTAIN LIQUID WASTES IN A CONTROLLED AREA.

4. CONTAINMENT MUST BE LABELED, SIZED AND PLACED APPROPRIATELY FOR THE

NEEDS OF SITE.

5. PREVENT THE DISCHARGE OF SOAPS, SOLVENTS, DETERGENTS AND OTHER LIQUID

WASTES FROM CONSTRUCTION SITES.

PORTABLE TOILETS

1. INSTALL PORTABLE TOILETS ON LEVEL GROUND, AT LEAST 50 FEET AWAY FROM

STORM DRAINS, STREAMS OR WETLANDS UNLESS THERE IS NO ALTERNATIVE

REASONABLY AVAILABLE. IF 50 FOOT OFFSET IS NOT ATTAINABLE, PROVIDE

RELOCATION OF PORTABLE TOILET BEHIND SILT FENCE OR PLACE ON A GRAVEL PAD

AND SURROUND WITH SAND BAGS.

2. PROVIDE STAKING OR ANCHORING OF PORTABLE TOILETS DURING PERIODS OF HIGH

WINDS OR IN HIGH FOOT TRAFFIC AREAS.

3. MONITOR PORTABLE TOILETS FOR LEAKING AND PROPERLY DISPOSE OF ANY LEAKED

MATERIAL. UTILIZE A LICENSED SANITARY WASTE HAULER TO REMOVE LEAKING

PORTABLE TOILETS AND REPLACE WITH PROPERLY OPERATING UNIT.

HERBICIDES, PESTICIDES AND RODENTICIDES

1. STORE AND APPLY HERBICIDES, PESTICIDES AND RODENTICIDES IN ACCORDANCE

WITH LABEL RESTRICTIONS.

2. STORE HERBICIDES, PESTICIDES AND RODENTICIDES IN THEIR ORIGINAL

CONTAINERS WITH THE LABEL, WHICH LISTS DIRECTIONS FOR USE, INGREDIENTS

AND FIRST AID STEPS IN CASE OF ACCIDENTAL POISONING.

3. DO NOT STORE HERBICIDES, PESTICIDES AND RODENTICIDES IN AREAS WHERE

FLOODING IS POSSIBLE OR WHERE THEY MAY SPILL OR LEAK INTO WELLS,

STORMWATER DRAINS, GROUND WATER OR SURFACE WATER. IF A SPILL OCCURS,

CLEAN AREA IMMEDIATELY.

4. DO NOT STOCKPILE THESE MATERIALS ONSITE.

CONCRETE WASHOUTS

1. DO NOT DISCHARGE CONCRETE OR CEMENT SLURRY FROM THE SITE.

2. DISPOSE OF, OR RECYCLE SETTLED, HARDENED CONCRETE RESIDUE IN ACCORDANCE

WITH LOCAL AND STATE SOLID WASTE REGULATIONS AND AT AN APPROVED

FACILITY.

3. MANAGE WASHOUT FROM MORTAR MIXERS IN ACCORDANCE WITH THE ABOVE

ITEM AND IN ADDITION PLACE THE MIXER AND ASSOCIATED MATERIALS ON

IMPERVIOUS BARRIER AND WITHIN LOT PERIMETER SILT FENCE.

4. INSTALL TEMPORARY CONCRETE WASHOUTS PER DETAIL SHOWN ON PLANS. IF AN

ALTERNATE METHOD OR PRODUCT IS TO BE USED, CONTACT APPROVAL AUTHORITY

FOR REVIEW AND APPROVAL.

5. DO NOT USE CONCRETE WASHOUTS FOR DEWATERING OR STORING DEFECTIVE

CURB OR SIDEWALK SECTIONS. STORMWATER ACCUMULATED WITHIN THE

WASHOUT MAY NOT BE PUMPED INTO OR DISCHARGED TO THE STORM DRAIN

SYSTEM OR RECEIVING SURFACE WATERS. LIQUID WASTE MUST BE PUMPED OUT

AND REMOVED FROM PROJECT.

6. LOCATE WASHOUTS AT LEAST 50 FEET FROM STORM DRAIN INLETS AND SURFACE

WATERS UNLESS IT CAN BE SHOWN THAT NO OTHER ALTERNATIVES ARE

REASONABLY AVAILABLE. AT A MINIMUM, INSTALL PROTECTION OF STORM DRAIN

INLET(S) CLOSEST TO THE WASHOUT WHICH COULD RECEIVE SPILLS OR OVERFLOW.

7. LOCATE WASHOUTS IN AN EASILY ACCESSIBLE AREA, ON LEVEL GROUND AND

INSTALL A STONE ENTRANCE PAD IN FRONT OF THE WASHOUT. ADDITIONAL

CONTROLS MAY BE REQUIRED BY THE APPROVING AUTHORITY.

8. INSTALL AT LEAST ONE SIGN DIRECTING CONCRETE TRUCKS TO THE WASHOUT

WITHIN THE PROJECT LIMITS. POST SIGNAGE ON THE WASHOUT ITSELF TO IDENTIFY

THIS LOCATION.

9. REMOVE LEAVINGS FROM THE WASHOUT WHEN AT APPROXIMATELY 75% CAPACITY

TO LIMIT OVERFLOW EVENTS. REPLACE THE TARP, SAND BAGS OR OTHER

TEMPORARY STRUCTURAL COMPONENTS WHEN NO LONGER FUNCTIONAL. WHEN

UTILIZING ALTERNATIVE OR PROPRIETARY PRODUCTS, FOLLOW MANUFACTURER'S

INSTRUCTIONS.

10. AT THE COMPLETION OF THE CONCRETE WORK, REMOVE REMAINING LEAVINGS

AND DISPOSE OF IN AN APPROVED DISPOSAL FACILITY. FILL PIT, IF APPLICABLE, AND

STABILIZE ANY DISTURBANCE CAUSED BY REMOVAL OF WASHOUT.

EARTHEN STOCKPILE MANAGEMENT

1. SHOW STOCKPILE LOCATIONS ON PLANS. LOCATE EARTHEN-MATERIAL STOCKPILE

AREAS AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS, SEDIMENT BASINS,

PERIMETER SEDIMENT CONTROLS AND SURFACE WATERS UNLESS IT CAN BE SHOWN

NO OTHER ALTERNATIVES ARE REASONABLY AVAILABLE.

2. PROTECT STOCKPILE WITH SILT FENCE INSTALLED ALONG TOE OF SLOPE WITH A

MINIMUM OFFSET OF FIVE FEET FROM THE TOE OF STOCKPILE.

3. PROVIDE STABLE STONE ACCESS POINT WHEN FEASIBLE.

4. STABILIZE STOCKPILE WITHIN THE TIMEFRAMES PROVIDED ON THIS SHEET AND IN

ACCORDANCE WITH THE APPROVED PLAN AND ANY ADDITIONAL REQUIREMENTS.

SOIL STABILIZATION IS DEFINED AS VEGETATIVE, PHYSICAL OR CHEMICAL COVERAGE

TECHNIQUES THAT WILL RESTRAIN ACCELERATED EROSION ON DISTURBED SOILS FOR

TEMPORARY OR PERMANENT CONTROL NEEDS.

SECTION E: GROUND STABILIZATION

REQUIRED GROUND STABILIZATION TIMEFRAMES

NOTE: AFTER THE PERMANENT CESSATION OF CONSTRUCTION ACTIVITIES, ANY AREAS WITH

TEMPORARY GROUND STABILIZATION SHALL BE CONVERTED TO PERMANENT GROUND STABILIZATION AS SOON AS PRACTICABLE BUT IN NO CASE LONGER THAN 90 CALENDAR DAYS AFTER THE LAST LAND DISTURBING ACTIVITY. TEMPORARY GROUND STABILIZATION SHALL BE MAINTAINED IN A MANNER TO

RENDER THE SURFACE STABLE AGAINST ACCELERATED EROSION UNTIL PERMANENT GROUND

STABILIZATION IS ACHIEVED.

SITE AREA DESCRIPTION TIMEFRAME VARIATIONS

-7 DAYS FOR PERIMETER DIKES, SWALES,

DITCHES, PERIMETER SLOPES AND HQW ZONES

-10 DAYS FOR FALLS LAKE WATERSHED UNLESS

THERE IS ZERO SLOPE

STABILIZE WITHIN THIS

MANY CALENDAR DAYS

AFTER CEASING LAND

DISTURBANCE

NONE

NONE

(A) PERIMETER DIKES,

SWALES, DITCHES, AND

PERIMETER SLOPES

(B) HIGH QUALITY WATER

(HQW) ZONES

(C) SLOPES STEEPER

THAN 3:1

IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE

NOT STEEPER THAN 2:1, 14 DAYS ARE

ALLOWED

(D) SLOPES 3:1 TO 4:1

(E) AREAS WITH SLOPES

FLATTER THAN 4:1 14

-7 DAYS FOR SLOPES GREATER THAN 50' IN

LENGTH AND WITH SLOPES STEEPER THAN 4:1

-7 DAYS FOR PERIMETER DIKES, SWALES,

DITCHES, PERIMETER SLOPES AND HQW ZONES

-10 DAYS FOR FALLS LAKE WATERSHED

STATE OF NORTH CAROLINA NCG01 CONSTRUCTION GENERAL PERMIT REQUIREMENTS

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STATE OF NORTH CAROLINA NCG01 CONSTRUCTION GENERAL PERMIT REQUIREMENTS

PART III

SELF-INSPECTION, RECORDKEEPING AND REPORTING

SECTION A: SELF-INSPECTION

SELF-INSPECTIONS ARE REQUIRED DURING NORMAL BUSINESS HOURS IN ACCORDANCE WITH

THE TABLE BELOW. WHEN ADVERSE WEATHER OR SITE CONDITIONS WOULD CAUSE THE

SAFETY OF THE INSPECTION PERSONNEL TO BE IN JEOPARDY, THE INSPECTION MAY BE

DELAYED UNTIL THE NEXT BUSINESS DAY ON WHICH IT IS SAFE TO PERFORM THE INSPECTION.

IN ADDITION, WHEN A STORM EVENT OF EQUAL TO OR GREATER THAN 1.0 INCH OCCURS

OUTSIDE OF NORMAL BUSINESS HOURS, THE SELF-INSPECTION SHALL BE PERFORMED UPON

THE COMMENCEMENT OF THE NEXT BUSINESS DAY. ANY TIME WHEN INSPECTIONS WERE

DELAYED SHALL BE NOTED IN THE INSPECTION RECORD.

NOTE: THE RAIN INSPECTION RESETS THE REQUIRED 7 CALENDAR DAY INSPECTION

REQUIREMENT.

PART III

SELF-INSPECTION, RECORDKEEPING AND REPORTING

SECTION B: RECORDKEEPING

1. E&SC PLAN DOCUMENTATION

THE APPROVED E&SC PLAN AS WELL AS ANY APPROVED DEVIATION SHALL BE KEPT ON THE SITE. THE

APPROVED E&SC PLAN MUST BE KEPT UP-TO-DATE THROUGHOUT THE COVERAGE UNDER THIS

PERMIT. THE FOLLOWING ITEMS PERTAINING TO THE E&SC PLAN SHALL BE DOCUMENTED IN THE

MANNER DESCRIBED:

2. ADDITIONAL DOCUMENTATION

IN ADDITION TO THE E&SC PLAN DOCUMENTS ABOVE, THE FOLLOWING ITEMS SHALL BE KEPT ON

THE SITE AND AVAILABLE FOR AGENCY INSPECTORS AT ALL TIMES DURING NORMAL BUSINESS

HOURS, UNLESS THE DIVISION PROVIDES A SITE-SPECIFIC EXEMPTION BASED ON UNIQUE SITE

CONDITIONS THAT MAKE THIS REQUIREMENT NOT PRACTICAL:

(A) THIS GENERAL PERMIT AS WELL AS THE CERTIFICATE OF COVERAGE, AFTER IT IS RECEIVED.

(B) RECORDS OF INSPECTIONS MADE DURING THE PREVIOUS 30 DAYS. THE PERMITTEE SHALL

RECORD THE REQUIRED OBSERVATIONS ON THE INSPECTION RECORD FORM PROVIDED BY THE

DIVISION OR A SIMILAR INSPECTION FORM THAT INCLUDES ALL…