1596300dwg03of26_Civil-C.pdf

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PIPE LABEL (SIZE, TYPE, ID)

STORM SEWER

BUILDINGS

RIGHT-OF-WAY LINE

PROPERTY LINE

FENCE

CURB AND GUTTER

PEDESTAL

LIGHT POLE /CONCRETE BASE

LIGHT POLE

POWER POLE

GAS METER

ROOF DRAIN

CATCH BASIN

DROP INLET

MONITOR WELL

WELL

FIRE HYDRANT

WATER METER

VALVE

SANITARY CLEANOUT

MANHOLE

WATER

SANITARY SEWER

ELECTRIC & TELEPHONE LINE

TRAFFIC BOX

SIGN

MAIL BOX

TREE

BUSH/HEDGE

CONCRETE

TEMP0RARY BENCHMARK(TBM)

ELEVATIONS

TOP OF CURB

ELEVATIONS

TOP OF WALL

ELEVATIONS

UTILITY

STRUCTURE ID

PIPE LABEL (SIZE, TYPE, ID)

SYMBOL/ABREVIATION DESCRIPTION

GROUND LIGHT

UNKNOWN LINE

1. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A CURRENT TITLE

REPORT AND THEREFORE MAY NOT SHOW ANY/ALL EASEMENTS OR

RESTRICTIONS THAT MAY AFFECT THE PROPERTY AS SHOWN.

2. THIS PROPERTY APPEARS TO FALL IN FLOOD ZONE "X" AS SHOWN ON

PANEL 6432J OF THE FLOOD INSURANCE RATE MAPS FOR THE CITY OF

HAVELOCK, COMMUNITY NO.: 370265, DATED JULY 2, 2004. FLOOD ZONE

INFORMATION SHOWN HEREON IS NOT GUARANTEED AND WAS

APPROXIMATELY SCALED FROM THE FLOOD INSURANCE RATE MAPS FOR

THE CITY/COUNTY INDICATED. MSA, P.C. IS NOT A PARTY IN DETERMINING

THE REQUIREMENTS FOR FLOOD INSURANCE ON THE PROPERTY SHOWN.

FOR FURTHER INFORMATION AND TO CONFIRM THE FLOOD ZONE FOR THIS

PROPERTY, CONTACT THE LOCAL COMMUNITY FLOOD OFFICIAL. FLOOD

ZONE DETERMINATION IS BASED ON THE FLOOD INSURANCE RATE MAPS

AND DOES NOT IMPLY THAT THIS PROPERTY WILL OR WILL NOT BE FREE

FROM FLOODING OR DAMAGE.

3. NORTH MERIDIAN SHOWN HEREON IS BASED ON NORTH CAROLINA STATE

PLANE COORDINATE SYSTEM, NAD83, AS REFERENCED FROM MCAS

CHERRY POINT SURVEY CONTROL POINT(S) "12-93 HOR". COORDINATE

VALUES SHOWN ARE EXPRESSED IN U.S. SURVEY FEET.

4. ELEVATIONS SHOWN HEREON BASED ON NAVD88 AND WERE ESTABLISHED

FROM MCAS CHERRY POINT VERTICAL CONTROL STATION "12-93 HOR",

ELEVATION=21.68.

5. THIS SURVEY DOES NOT ADDRESS THE EXISTENCE OR NONEXISTENCE OF

WETLANDS, ENVIRONMENTAL HAZARDS, CEMETERIES OR ANY

UNDERGROUND STRUCTURE NOT OBSERVED DURING THE COURSE OF THE

SURVEY.

6. LOCATION OF UNDERGROUND NON-GRAVITY UTILITIES SHOWN ON THIS

SURVEY ARE BASED ON SURFACE INDICATIONS OF SUBTERRANEAN USE

AND PAINT MARKINGS FIELD LOCATED BY MSA, P.C. AS PAINTED BY

CLARION SERVICES, LLC. THIS SURVEY DOES NOT GUARANTEE THE

EXISTENCE OR NONEXISTENCE OF UNDERGROUND UTILITIES.

7. THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND

RESPONSIBLE CHARGE OF GREGORY M. ZOBY, L.S. (LIC. NO. 2991) FROM AN

ACTUAL GROUND/AIRBORNE SURVEY MADE UNDER MY SUPERVISION; THAT

THE IMAGERY AND/OR ORIGINAL DATA WAS OBTAINED ON JANUARY 16,

2018; AND THAT THIS PLAT, MAP OR DIGITAL GEOSPATIAL DATA INCLUDING

METADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE

NOTED.

1. ALL WORK IS SUBJECT TO INSPECTION BY AUTHORIZED PERSONNEL OF

GOVERNMENT REGULATORY AGENCIES AND THE CONTRACTING

OFFICER.

2. OBTAIN ALL NECESSARY PERMITS AND LICENSES REQUIRED BY THE

STATE OF NORTH CAROLINA OR OTHER GOVERNMENT REGULATORY

AGENCIES INVOLVED UNDER THIS CONTRACT.

3. CONDUCT ALL WORK IN ACCORDANCE WITH THE PLANS AND

SPECIFICATIONS AND GOVERNMENT CODES, ORDINANCES, AND

REGULATIONS. IN CASE OF CONTRADICTION OR DISCREPANCY

BETWEEN REQUIREMENTS, INCORPORATE WHICHEVER IS MOST

STRINGENT. WHERE A QUESTION REMAINS ON WHICH REQUIREMENT

IS MOST STRINGENT, SUBMIT ISSUE TO THE CONTRACTING OFFICER IN

WRITING. THE DECISION OF THE CONTRACTING OFFICER IS

CONSIDERED FINAL.

4. DO NOT COMMENCE SITE WORK (GRADING, EXCAVATING, AND

CONSTRUCTION) ON THE PROJECT UNTIL THE APPROPRIATE EROSION

AND SEDIMENT CONTROL MEASURES ARE IN PLACE AS SPECIFIED ON

THESE PLANS.

5. VERIFY LIMITS OF WORK IN THE FIELD WITH THE CONTRACTING

OFFICER PRIOR TO BEGINNING WORK.

6. MAINTAIN UPDATED RECORD DRAWINGS AT ALL TIMES THROUGH THE

DURATION OF THE PROJECT. SUBMIT CONSTRUCTION RECORD

DRAWINGS TO THE CONTRACTING OFFICER.

7. DURING CONSTRUCTION OF THE PROJECT, TRACK ANY CONTRACTING

OFFICER-APPROVED FIELD CONSTRUCTION REVISIONS TO THE DESIGN

DEPICTED ON APPROVED CONSTRUCTION DRAWINGS. USE THESE

REVISIONS TO PREPARE RECORD DRAWINGS OF COMPLETED

CONSTRUCTION.

8. NOTE ALL VARIATIONS IN PROJECT CONDITIONS, LOCATIONS, AND

CONFIGURATIONS, AND ANY OTHER CHANGES OR DEVIATIONS FROM

THE INFORMATION PRESENTED ON THE ORIGINAL, APPROVED

CONSTRUCTION DRAWINGS. THIS INCLUDES BURIED OR CONCEALED

CONSTRUCTION AND UTILITY FEATURES THAT WERE REVEALED

DURING CONSTRUCTION.

AC ASPHALT CONCRETE, AIR CONDITIONER

AASHTO AMERICAN ASSOCIATION OF STATE

HIGHWAY AND TRANSPORTATION OFFICIALS

ABC AGGREGATE BASE COURSE

APPROX APPROXIMATE

AT/FP ANTI TERRORISM/FORCE PROTECTION

BEQ BACHELOR ENLISTED QUARTERS

BM BENCHMARK

BLDG BUILDING

CC CENTER TO CENTER

C/L CENTERLINE

CI CAST IRON, CURB INLET

CO CLEANOUT

COR CONTRACTING OFFICER REPRESENTATIVE

CLR CLEAR

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CONC CONCRETE

CTRS CENTERS

DB DUCTBANK

DI DROP INLET, DUCTILE IRON

DIA DIAMETER

DIP DUCTILE IRON PIPE

DP DRY DETENTION POND

Ø DIAMETER

E EASTING

EL ELEVATION

ELEV ELEVATION

EOI END OF INFORMATION

EP EDGE OF PAVEMENT

EPNL ELECTRICAL PANEL

EQ EQUAL

EW EACH WAY

FES FLARED END SECTION

FFE FINISHED FLOOR ELEVATION

GEN GENERATOR

GOV GOVERNMENT OWNED VEHICLE

HDPE HIGH DENSITY POLYETHYLENE

HORIZ HORIZONTAL

ID INSIDE DIAMETER

INV INVERT

KSI KIPS PER SQUARE INCH

LB POUNDS

LOC LIMITS OF CONSTRUCTION

LP LIGHT POLE

MAG MAGNETIC

MAX MAXIMUM

MH MANHOLE

MIN MINIMUM

MJ MECHANICAL JOINT

MUTCD MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES

N NORTHING

NCDOT NORTH CAROLINA DEPARTMENT OF

TRANSPORTATION

NLD NAIL AND DISC

NTS NOT TO SCALE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

OC ON CENTER

OD OUTSIDE DIAMETER

OSHA OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION

PAVT PAVEMENT

PCC PORTLAND CEMENT CONCRETE

PIV POST INDICATOR VALVE

POV PRIVATELY OWNED VEHICLE

PSI POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE

R, RAD RADIUS

RD ROOF DRAIN

RCP REINFORCED CONCRETE PIPE

REQ'D REQUIRED

SF SQUARE FEET

SQ SQUARE

STA STATION

STD STANDARD

T/W TAXIWAY

T&B TOP AND BOTTOM

TPED TELEPHONE PEDESTAL

TRAV TRAVERSE

TYP TYPICAL

UNO UNLESS OTHERWISE NOTED

VERT VERTICAL

W/ WITH

WWF WELDED WIRE FABRIC

WV WATER VALVE

BUILDING

SEWER MANHOLE

CONCRETE PAVEMENT

BOLLARD

SIGN

DOMESTIC WATER LINE

SANITARY SEWER LINE

NATURAL GAS LINE

ROOF DRAIN LEADER

FIRE HYDRANT

WATER VALVE

POST INDICATOR VALVE

LOC

SEWER CLEANOUT

NATURAL GAS METER

DRAIN BASIN

HEADWALL/ENDWALL

M

CO

S

PIPE FLOW ARROW

PROPOSED CONTOUR

SLOPE ARROW

SPOT ELEVATION

0.5%

LIMITS OF CONSTRUCTION/DISTURBANCE

UNDERGROUND TELECOM LINE

COMMUNICATIONS MANHOLE

C

STORM DRAIN MANHOLE

ROOF DRAIN

RD

CONCRETE HEADER CURB

D

CIVIL ABBREVIATIONS

GENERAL CIVIL NOTES

CIVIL LEGENDSURVEY NOTESSURVEY LEGEND

LIGHT DUTY ASPHALT PAVEMENT

NUMBER OF PARKING SPACES9

CONCRETE CURB AND GUTTER

HEAVY DUTY ASPHALT PAVEMENT

FIRE WATER LINE

LIMITS OF SURVEY

LOS

W

FP

SS

G

ST

COMM

CONCRETE SWALE

SIDEWALK

STORM SEWER LINE

DEMOLISH AND REMOVE ASPHALT PAVEMENT

DEMOLISH AND REMOVE BUILDING AND

FOUNDATIONS

DEMOLISH AND REMOVE CONCRETE

SIDEWALK

DEMOLISH AND REMOVE GRAVEL SURFACE

COURSE

DEMOLISH AND REMOVE LINEAR SITE

FEATURE/UTILTY

DEMOLISH AND REMOVE SITE FEATURE

DEMOLISH AND REMOVE CONCRETE

PAVEMENT

ABANDON IN PLACE UTILITY

P-235 WATER LINE

P-235 FIRE PROTECTION LINE

P-235 STEAM LINE

E

TELECOM LINECOMM

UK

G NATURAL GAS LINE

FP

XX

W

SS

W

EXISTING CONTOUR

UNDERGROUND ELECTRIC LINE

E

P-235 SANITARY SEWER LINESS

LIGHT POLE

P-235 ELECTRIC LINEE

P-235 TELECOM LINECOMM

LOS LIMITS OF SURVEY

12803938

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MILL AND OVERLAY

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MCAS CP

DONALD ELLIOT

(BY EMAIL 08JAN2020)

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MCAS CP

LOCLOC

O C

LOC

L O

C LOC LOC LOC

L O C

L O C

L O C

LOC

L O S

LOSLOS

L O S

L O S

LOS LOS LOS

LOS

L O S

LOS

L O S

G G

G G

DN

TR

MECH

DMRT

MATSS MISSION PLANNING

COMMAND CTR & OBSERV

CORR

NECC ADMIN

SHIPPING / RECEIVING / SUPPLY

CONFERENCE

FMS REPAIR SHOP / MAINT STOR

MECH / ELEC

FMS/OTW

IOS ROOM

COMP EQUIP ROOM

SERVER

BRIEF

DEBRIEF

CORR

CORR

MANTRAP

ISEO

ISEO

ISEO

WHITE CELL EVAL

MECH

ELEC

ELEC

ISE LAB

ISEO

CORR

CBT

AUDIOVISUAL

MANTRAP

MENS

WOMENS

BREAK

MENS

WOMENS

PSO SEC CONF

APSO / GSSO

PSO SERVER

PSO

PATCH PANEL

JANITOR

TR

LOBBY

MATSS TRAINING

CORR

MENS

WOMENS

JAN

227MOTHER'S RM

BREAK

RECEPTION

TLT

SEC OFFICE

SEC BADGE

SEC MGR

CORR

ISEO

ISEO

VEST

SEC SUPPLY / EQUIP

STO

TR

REPRO

EVAL / PROGRAM / MATSS SUPPORT

209MATSS CONFERENCE

JPO

MATSS

MATSS

MATSS

MATSS

SITCC /

JMPS

COMMANDER

TRAINING OPS MGR

CONTRACT PILOT INST MGR

LM

MATSS TRAINING

CORR

FMS/OTW

IOS ROOM

COMP EQUIP ROOM

SERVER

BRIEF

DEBRIEF

CORR

MECH / ELEC

FMS/OTW

IOS ROOM

COMP EQUIP ROOM

SERVER

BRIEF

DEBRIEF

CORR

FMS/OTW

IOS ROOM

COMP EQUIP ROOM

SERVER

BRIEF

DEBRIEF

CORR

MECH / ELEC

FMS/OTW

IOS ROOM

COMP EQUIP ROOM

SERVER

BRIEF

DEBRIEF

CORR

FMS/OTW

IOS ROOM

COMP EQUIP ROOM

SERVER

BRIEF

DEBRIEF

CORR

CORR

CORR

CORR

CORR

CORR

CORR

LOCKER

LOCKER

CONFERENCE

COMP SUPPORT

IAM / ISSO

FIRE PUMP

SIM / HELMET PAD STOR

ELEC

7 714

6TH AVENUE

R

O

O

S

E

V

E

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S

T

6TH AVENUE TO BE CLOSED

THROUGHOUT DURATION OF

PROJECT CONSTRUCTION

CONTRACTOR

STAGING AND

LAYDOWN AREA

L

S

L

O

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U

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T

E

CONTRACTOR

STAGING AND

LAYDOWN AREA

CONTRACTOR HAUL ROUTE

PROJECT P-235

PROPOSED 5TH

AVENUE EXTENSION

5TH AVENUE

CONTRACTOR

STAGING AND

LAYDOWN AREA

CONTRACTOR HAUL ROUTE

4TH AVENUE

E

S

T

BID OPTIONS

BUILDING 286 DEMOLITION,

PARKING AT BUILDING 286 SITE

S I T

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SITE ACCESS & SAFETY PLAN

SCALE: 1" = 300'

PLAN

NORTH

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A1

1. SEE SHEET C-001 FOR NOTES, ABBREVIATIONS, AND LEGEND.

2. SEE SHEET C-007 FOR SITE ACCESS AND SAFETY NOTES.

3. CONTRACTOR MUST COORDINATE WITH BASE CONSTRUCTION OFFICE AND

RECEIVE APPROVAL OF STAGING, LAYDOWN AREA, AND HAUL ROUTES PRIOR

TO CONSTRUCTION.

GENERAL NOTES

SCALE IN FEET

300' 600'

12803940

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MCAS CP

LOC

O

CLOC

L O C

L O C

L O C

L O C

L O C

LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOC

LOC

LOC LOC

LOC

LOC LOC LOC LOC LOC LOC

LOC

LOC LOC LOC

L O C

LOC LOC LOC LOC

L O C

L O

C LOC

LOCLOC

L O C

L O C

L O C

L O C

L O C

L O S

L O S

L O S

L O S

L O S

L O S

L O S

L O S

L O S

L O S

L O S

L O S

L O S

LOSLOSLOSLOSLOS

LOSLOS

LOSLOS

LOS

LOSLOSLOSLOS

LOS

LOSLOSLOSLOS

LOS

LOS

LOS

LOS

LOS

LOS LOS LOS LOS LOS

LOS

LOS LOS

LOS

LOS

LOS

LOS

LOS

LO

S

XX XX XX XX XX XX XX XX XX XX XX

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

XX

X X

X X

X X

X X

X X

X X

XX XX XX XX

X X

X X

XX

F-35 TRAINING AND SIMULATOR FACILITY

T R

A F

F

N

T R

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TRAFFIC CONTROL & PHASING PLAN - AREA 1

SCALE IN FEET

30' 60'

1. SEE SHEET C-001 FOR NOTES, ABBREVIATIONS, AND LEGEND.

2. SEE SHEET C-007 FOR SITE ACCESS AND SAFETY NOTES.

3. CONTRACTOR MUST SUBMIT CONSTRUCTION TRAFFIC CONTROL PLANS FOR

APPROVAL TO COR PRIOR TO ROADWAY CLOSURES. COR WILL BE

ESTABLISHED AT PRECONSTRUCTION KICKOFF MEETING.

4. ALL CONSTRUCTION BARRICADES, SIGNAGE, AND SPACING MUST MEET

MUTCD REQUIREMENTS.

5. TEMPORARY CONSTRUCTION FENCE TYPE 1 MUST BE USED ON PAVED

AREAS, SEE DETAIL B1, SHEET C-501.

6. AT LEAST ONE LANE OF 5TH AVENUE MUST REMAIN OPEN AT ALL TIMES.

GENERAL NOTES

WORK NOTES

KEY PLAN

PLAN

NORTH

A1

PLAN

NORTH

I S

S U

N

S T

R U

C T

I O

N

C-005 C-004

C-006

1. TEMPORARY CONSTRUCTION FENCE

2. TEMPORARY LANE CLOSURE

3. TEMPORARY DOUBLE SWING GATE

4. CONTRACTOR MUST MAINTAIN ACCESS TO BUILDING 4221 AT ALL

TIMES

5. D STREET MUST NOT BE DEMOLISHED UNTIL PROPOSED

DRIVEWAY IN AREA 2 HAS BEEN COMPLETED AND APPROVED BY

COR

C1

C-501

A1

C-501

C2

C-501

M A

T C

H

L

I N

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S

E

12803941

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MCAS CP

XXXXX

X

X

X X

LOC

LOCLOC

L O C

LOC

L O C

L O C

L O C

L O C

L O C

L O C

LOCLOCLOCLOCLOC

LOCLOCLOCLOC

L O C

L O C

L O C

L O C

L O C

LOC LOC LOC LOC LOC LOC LOC LOC LOC

LOC

LOSLOSLOS

L O S

L O S

L O S

L O S

L O S

L O S

L O S

LOSLOS

LOSLOSLOS

LOSLOSLOS

L O S

L O S

L O S

L O S

L O S

LO

S

LOS

LOS LOS LOS LOS

LOS LOS

LOS

LOS

LOS

XXXXXXXXXXXX

XXXX

X X

X X

X X

X X

X X

XX XX XX XX

X X

XX XX XX XX XX XX

EXISTING GRAVEL DRIVE

T R

A F

F

N

T R

A

S I N

G

P

L A

N

A

R E

A

C-005

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SCALE: 1" = 30'

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TRAFFIC CONTROL & PHASING PLAN - AREA 2

SCALE IN FEET

30' 60'

1. SEE SHEET C-001 FOR NOTES, ABBREVIATIONS, AND LEGEND.

2. SEE SHEET C-007 FOR SITE ACCESS AND SAFETY NOTES.

3. ALL CONSTRUCTION BARRICADES, SIGNAGE, AND SPACING MUST MEET

MUTCD REQUIREMENTS.

4. TEMPORARY CONSTRUCTION FENCE TYPE 1 MUST BE USED ON PAVED

AREAS, SEE DETAIL B1, SHEET C-501.

GENERAL NOTES

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4. CONTRACTOR MUST MAINTAIN GRAVEL ACCESS DRIVE

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5. DRIVEWAY MUST BE COMPLETE AND APPROVED PRIOR TO D

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1. SEE SHEET C-001 FOR NOTES, ABBREVIATIONS, AND LEGEND.

2. SEE SHEET C-007 FOR SITE ACCESS AND SAFETY NOTES.

3. ALL CONSTRUCTION BARRICADES, SIGNAGE, AND SPACING MUST MEET

MUTCD REQUIREMENTS.

4. TEMPORARY CONSTRUCTION FENCE TYPE 1 MUST BE USED ON PAVED

AREAS, SEE DETAIL B1, SHEET C-501.

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I. CONTRACTOR ACCESS AND STAGING

1. CONTRACTOR WILL UTILIZE THE SLOCUM GATE TO 6TH AVENUE AS AN

ACCESS AND HAUL ROUTE FOR ALL CONTRACTOR PERSONNEL,

VEHICLES, EQUIPMENT, AND DELIVERIES. ACCESS ROUTES AND HAUL

ROUTES ARE SUBJECT TO CHANGE AT THE DIRECTION OF THE

CONTRACTING OFFICER AND MAY CHANGE BASED ON OPERATIONAL

REQUIREMENTS OF THE PROJECT SITE.

2. CONTRACTOR MUST COORDINATE ACTIVITIES AND MAINTAIN ALL

ACCESS AND HAUL ROUTES IN A MANNER THAT ALLOWS

UNOBSTRUCTED EMERGENCY ACCESS TO ALL PROJECT AREAS,

AIRFIELD, AND EXISTING ROADWAYS AT ALL TIMES WITHOUT DELAY TO

EMERGENCY AND SECURITY VEHICLE RESPONSE TIME.

3. IF ANY EMERGENCY ROUTES REQUIRE CLOSURE DUE TO

CONSTRUCTION ACTIVITIES, CONTRACTOR MUST NOTIFY THE

CONTRACTING OFFICER, POLICE, LOCAL FIRE AUTHORITY, AND ALL

OTHER EMERGENCY SERVICES OF THE CLOSURE.

4. CONTRACTOR MUST MAINTAIN ACCESS AND HAUL ROUTES TO BE FREE

FROM DEBRIS CAUSED FROM CONSTRUCTION ACTIVITIES ON A DAILY

BASIS. ALL DEBRIS HAULING TRUCKS MUST FULLY COVER LOADS WHEN

HAULING MATERIALS FROM THE SITE.

5. CONTRACTOR MUST RESTRICT ALL OPERATIONS TO AREAS WITHIN THE

CONSTRUCTION LIMITS UNLESS COORDINATED OTHERWISE WITH THE

CONTRACTING OFFICER.

6. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING A STAGING AND

STOCKPILE AREA FOR MATERIALS AND EQUIPMENT. LOCATIONS OF

CONTRACTOR'S STAGING AREAS ARE SHOWN ON SHEET C-003.

CONTRACTOR MUST CONTACT THE MCAS CHERRY POINT REAL ESTATE

DEPARTMENT TO OBTAIN SITE APPROVAL FOR THESE OR OTHER

AREAS. CONTRACTOR'S STAGING AREA IS SUBJECT TO CHANGE AT THE

DIRECTION OF THE CONTRACTING OFFICER AND MAY CHANGE BASED

ON OPERATIONAL REQUIREMENTS OF THE PROJECT SITE AND

AIRFIELD.

7. WHEN NOT ENGAGED IN CONSTRUCTION ACTIVITIES, CONTRACTOR'S

EQUIPMENT AND VEHICLES MUST BE PARKED IN THE STAGING AREA.

8. CONTRACTOR MUST PROVIDE AND INSTALL AT THE CONSTRUCTION

ENTRANCE A PROFESSIONALLY PAINTED SIGN, MEETING CONTRACTING

OFFICER APPROVAL, TO DIRECT MATERIAL

SUPPLIERS, EMPLOYEES, AND DELIVERIES TO THE CONSTRUCTION

SITE. THE SIGN MUST READ “CONSTRUCTION VEHICLES ONLY - NO

VENDORS ALLOWED.”

9. CONTRACTOR MUST PROVIDE (TO THE CONTRACTING OFFICER) A

MINIMUM NOTICE OF 48 HOURS PRIOR TO CONSTRUCTION DELIVERIES

TO THE BASE. DELIVERIES MUST BE SCHEDULED MONDAY-FRIDAY, 8:00

AM TO 3:00 PM.

10. ALL CONTRACTOR VEHICLES AND PERSONNEL ARE SUBJECT TO

SEARCH BY SECURITY WHEN ENTERING THE BASE AND MAY

EXPERIENCE DELAYS. ALL PERSONNEL MUST HAVE A CURRENT AND

VALID PHOTO IDENTIFICATION PER BASE SECURITY REQUIREMENTS,

AND ALL VEHICLES MUST HAVE CURRENT AND VALID REGISTRATION

AND INSURANCE.

11. ALL CONTRACTOR VEHICLES AND PERSONNEL MUST BE RESPONSIBLE

FOR COORDINATING WITH THE BASE SECURITY OFFICE IN OBTAINING

PROPER SECURITY CLEARANCE AND BADGING PRIOR TO ENTERING

THE BASE AND ALL SECURE AREAS.

12. ACCESS POINTS, HAUL ROUTES, STAGING AREA, AND ANY OTHER

AREAS DISTURBED BY THE CONTRACTOR MUST BE RESTORED TO

THEIR ORIGINAL CONDITION OR BETTER TO THE SATISFACTION OF THE

CONTRACTING OFFICER.

13. EXISTING CONDITIONS OF ALL ROADWAYS ALONG THE CONTRACTOR

HAUL ROUTE MUST BE DOCUMENTED BY PHOTOS OR VIDEO PRIOR TO

THE START OF WORK TO ENSURE ROAD IS RESTORED TO

PRE-CONSTRUCTION CONDITIONS FOLLOWING COMPLETION OF THE

PROJECT.

II. COORDINATION AND COMMUNICATION

1. CONTRACTOR MUST PROVIDE AN OPERATIONS PLAN FOR APPROVAL

BY THE CONTRACTING OFFICER THAT INDICATES MEASURES FOR

MAINTENANCE OF TRAFFIC ON ROADS AS WELL AS POTENTIAL OR

PLANNED DISRUPTIONS OF BASE OPERATIONS.

2. CONTRACTOR MUST APPOINT A PRIMARY CONSTRUCTION

SUPERINTENDENT, SUBJECT TO THE APPROVAL OF THE CONTRACTING

OFFICER, WHO MUST BE PRESENT ON THE CONSTRUCTION SITE AT ALL

TIMES DURING WORKING HOURS AND ACCESSIBLE AT ALL TIMES WHILE

WORK IS IN PROGRESS. THE PRIMARY CONSTRUCTION

SUPERINTENDENT WILL BE DESIGNATED THE RESPONSIBLE

CONTRACTOR'S REPRESENTATIVE WHO MUST BE AVAILABLE ON A

24-HOUR BASIS. WHEN THE CONTRACTOR'S PRIMARY CONSTRUCTION

REPRESENTATIVE IS NOT AVAILABLE ON THE CONSTRUCTION SITE, AN

ALTERNATE REPRESENTATIVE MUST BE PROVIDED. CONTRACTOR

MUST PROVIDE NAMES AND CONTACT INFORMATION OF

REPRESENTATIVES TO THE CONTRACTING OFFICER PRIOR TO THE

START OF CONSTRUCTION ACTIVITIES.

3. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING CONSTANT

COORDINATION BETWEEN ANY SUBCONTRACTORS AND THE

CONTRACTING OFFICER. ALL CONSTRUCTION ACTIVITIES PLANNED BY

THE CONTRACTOR MUST BE REVIEWED AND APPROVED BY THE

CONTRACTING OFFICER.

III. TRAFFIC CONTROL

1. CONTRACTOR MUST PROVIDE A MINIMUM NOTICE OF ONE (1) WEEK TO

BASE AND THE CONTRACTING OFFICER FOR ROAD CLOSURE PRIOR TO

THE ROAD REQUIRING CLOSURE. THE CONTRACTOR MUST PROVIDE

BARRICADES, LIGHTS, SIGNAGE AND OTHER PROTECTIVE DEVICES IN

ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL

DEVICES (MUTCD).

2. PRIOR TO CONSTRUCTION, CONTRACTOR MUST CORDON OFF THE

CONSTRUCTION WORK AREA AND ASSOCIATED ROADWAYS BY USING

BARRICADES APPROVED BY THE CONTRACTING OFFICER.

3. ALL CONSTRUCTION EQUIPMENT AND VEHICLES MUST BE MARKED

WITH COMPANY DESIGNS, INSIGNIAS, OR OTHER MARKINGS, WHICH

ARE CLEARLY VISIBLE. CONTRACTOR MUST PROVIDE EACH VEHICLE

WITH A FLAG ATTACHED TO THE VEHICLE WHICH SHOULD BE AT LEAST

3 FEET SQUARE HAVING INTERNATIONAL ORANGE AND WHITE

CHECKERED PATTERN SO THAT THE FLAG IS EASILY VISIBLE.

4. ONLY RUBBER-TIRE VEHICLES ARE ALLOWED ON EXISTING PAVEMENT

TO REMAIN.

5. PEDESTRIAN TRAFFIC WILL ONLY BE PERMITTED TO ACCESS EXISTING

FACILITIES WITHIN THE CONSTRUCTION LIMITS. PROVIDE DESIGNATED

PEDESTRIAN ACCESS ROUTES TO EXISTING FACILITIES DURING

CONSTRUCTION.

6. PRIOR TO THE REMOVAL OF BARRICADES AND TRAFFIC CONTROL

DEVICES, THE CONTRACTOR MUST REQUEST THE CONTRACTING

OFFICER TO SCHEDULE AN INSPECTION. NO ROADWAY CAN BE

RE-OPENED UNTIL THE CONTRACTING OFFICER HAS COMPLETED

INSPECTION AND APPROVED IN WRITING THE RE-OPENING OF ACTIVE

AREAS.

7. ANY DAMAGE TO ROADS AND PAVEMENTS TO REMAIN DUE TO

CONSTRUCTION EQUIPMENT OR TRAFFIC MUST BE REPAIRED TO

RESTORE THE ROADS AND PAVEMENTS TO THEIR ORIGINAL CONDITION

TO THE SATISFACTION OF THE CONTRACTING OFFICER.

IV. EQUIPMENT AND STOCKPILE HEIGHT

1. THE MAXIMUM ALLOWABLE HEIGHT OF CONSTRUCTION EQUIPMENT

OPERATING IN AN AIRCRAFT OPERATIONS AREA IS GOVERNED BY

FEDERAL AVIATION ADMINISTRATION (FAA) ADVISORY CIRCULAR AC

150/5370-2E AND AC 150/5300-13 (CURRENT EDITIONS). WHEN

EQUIPMENT IS EXPECTED TO PENETRATE THE AIRFIELD APPROACH

SURFACES OR WHEN CRANES ARE USED ON-SITE, CONTRACTOR MUST

SUBMIT AN FAA FORM 7460-1 TO THE REGIONAL OFFICE A MINIMUM OF

90 DAYS IN ADVANCE. PERMISSION TO USE CRANES MUST BE ISSUED

BY BASE OPERATIONS AND THE CONTRACTING OFFICER AFTER

APPROVAL BY THE FAA.

2. DURING PERIODS OF LOW VISIBILITY, VEHICLES AND EQUIPMENT MUST

BE IDENTIFIED BY AN APPROPRIATELY SIZED FLASHING OR STEADY

BURNING AMBER BEACON MOUNTED ON THE UPPER MOST PART OF

THE VEHICLE OR EQUIPMENT SUCH THAT IT IS CONSPICUOUS FROM

ANY DIRECTION INCLUDING FROM THE AIR.

3. WHEN NOT IN OPERATION, ALL EQUIPMENT AND CRANES MUST HAVE

BOOMS OR ARMS LOWERED TO THEIR LOWEST ELEVATION.

4. CONTRACTOR MUST NOT STOCKPILE CONSTRUCTION MATERIALS,

SPOILS, OR DEBRIS IN ANY AREA WHERE SUCH STOCKPILES WOULD

PENETRATE AVIATION SURFACES. ALL STOCKPILES ADJACENT TO

AIRCRAFT OPERATIONS AREA MUST BE IDENTIFIED WITH A 360-DEGREE

RED OBSTRUCTION LIGHT PLACED AT THE HIGHEST POINT OF THE

STOCKPILE. STOCKPILING OF MATERIAL WITHIN THE AIRFIELD SAFETY

AREAS IS PROHIBITED.

V. EXCAVATION AND TRENCHES

1. ALL EXCAVATION, TRENCHING, SHEETING, SHORING, AND BRACING

MUST BE PROVIDED AS REQUIRED IN ACCORDANCE WITH LOCAL,

STATE, AND FEDERAL REGULATIONS, INCLUDING OSHA (29 CFR 1926)

AND EM 385-1-1 (USCE SAFETY MANUAL) AND THE MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES (MUTCD).

2. OPEN TRENCHES AND EXCAVATIONS AT THE CONSTRUCTION SITE

MUST BE PROMINENTLY MARKED WITH ORANGE BARRICADES WITH

FLASHING RED LIGHTS ACCEPTABLE TO THE CONTRACTING OFFICER.

3. CONTRACTOR MUST PROVIDE A MINIMUM NOTICE OF 15 DAYS TO THE

CONTRACTING OFFICER AND ASSOCIATED UTILITY COMPANIES BEFORE

PROCEEDING WITH ANY EXCAVATION OR CONNECTION TO AN EXISTING

UTILITY SYSTEM. CONTRACTOR MUST OBTAIN A DIG PERMIT FROM THE

CONTRACTING OFFICER PRIOR TO ANY EXCAVATION ACTIVITIES.

4. DEWATERING OF UTILITY TRENCHES AND OTHER EXCAVATIONS IS

REQUIRED. THE CONTRACTOR MUST SUBMIT A DEWATERING PLAN

FOR CONTRACTING OFFICER APPROVAL AT NO ADDITIONAL COST TO

THE GOVERNMENT.

5. OPEN ONLY THOSE TRENCHES FOR WHICH MATERIAL IS ON-HAND AND

READY FOR PLACING THEREIN. AS SOON AS POSSIBLE AFTER THE

MATERIAL HAS BEEN PLACED AND WORK APPROVED, BACKFILL AND

COMPACT TRENCHES AS SPECIFIED. ALL TRENCHING ACTIVITIES MUST

TAKE PLACE IN ACCORDANCE WITH THE APPROVED EROSION AND

SEDIMENT CONTROL NOTES ON SHEET CE001.

6. A MAXIMUM OF 100 LINEAR FEET OF EXCAVATED TRENCH MAY BE OPEN

AT ANY TIME DURING CONSTRUCTION.

7. THE CONTRACTOR MUST TAKE ALL NECESSARY PRECAUTIONS,

INCLUDING PROVIDING SHORING AND PIPE SUPPORTS, TO PROTECT

ALL EXPOSED PIPING WITHIN TRENCH EXCAVATIONS. ANY DAMAGE

INCURRED MUST BE REPAIRED IMMEDIATELY BY THE CONTRACTOR AT

NO ADDITIONAL COST TO THE PROJECT AND TO THE SATISFACTION OF

ORPHAN AND/OR COR.

VI. ENVIRONMENTAL REQUIREMENTS

1. THE PROJECT IS LOCATED WITHIN THE DEFINED LIMITS OF OPERABLE

UNIT 14. THIS OPERABLE UNIT HAS A RECORD OF DETERMINATION

(ROD) THAT REQUIRE CERTAIN REPORTING ACTIONS BE COMPLETED IN

ORDER TO BE IN COMPLIANCE WITH THE ROD. NO DEWATERING

ACTIVITIES CAN OCCUR IN THESE AREAS WITHOUT PRIOR WRITTEN

APPROVAL. SUCH WRITTEN APPROVAL FOR THIS PROJECT MUST BE

OBTAINED THROUGH AND BY THE CHERRY POINT ENVIRONMENTAL

AFFAIRS DEPARTMENT (EAD). THE CONTRACTOR MUST ALLOW A

MINIMUM OF 60 DAYS TO OBTAIN THIS WRITTEN APPROVAL AND MUST

PROVIDE AMPLE NOTIFICATION TO THE CONTRACTING OFFICER TO

ALLOW FOR THE 60 DAY PERMITTING PERIOD AND PROJECT WORK TO

OCCUR WITHIN THE CONTRACT PERFORMANCE PERIOD.

2. MONITORING WELLS EXIST IN THE AREA OF WORK. ALL MONITORING

WELLS MUST BE PROTECTED FROM DEMOLITION ACTIVITES BY THE

CONTRACTOR. ALL DAMAGE MUST BE REPAIRED BY THE CONTRACTOR

AT HIS OWN EXPENSE. REPORT ANY DAMAGE TO THE CONTRACTING

OFFICER IMMEDIATELY. IF ANY MONITORING WELLS MUST BE

RELOCATED, CONTACT CHERRY POINT EAD FOR RELOCATION

PROCEDURES AND TO DETERMINE NEW LOCATION. RELOCATION OF

ANY MONITORING WELLS MUST BE AT THE CONTRACTOR'S EXPENSE.

3. SEE SHEET C-008 FOR ENVIRONMENTAL AND SITE CONTAMINATION

NOTES. SEE SHEETS C-010 TO C-016 FOR SITE CONTAMINATION

REFERENCE DRAWINGS.

VII. EXISTING FACILITIES ACCESS AND SECURITY

1. MAINTAIN PEDESTRIAN ACCESS TO ALL EXISTING FACILITIES TO REMAIN

AT ALL TIMES DURING CONSTRUCTION.

VIII. OTHER ACCESS AND SAFETY REQUIREMENTS

1. CONTRACTOR MUST MAINTAIN SAFETY PRACTICES THAT CONFORM TO

OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)

REGULATIONS.

2. CONTRACTOR IS RESPONSIBLE FOR SECURING ALL MATERIALS AND

EQUIPMENT NECESSARY TO COMPLETE THE PROJECT.

3. STOCKPILED MATERIAL MUST BE CONSTRAINED IN A MANNER TO

PREVENT MOVEMENT RESULTING FROM WIND CONDITIONS.

4. WILDLIFE ATTRACTANTS, SUCH AS TRASH AND FOOD SCRAPS, FROM

CONSTRUCTION PERSONNEL AND ACTIVITIES MUST BE REMOVED FROM

THE PROJECT LIMITS.

5. GASOLINE, DIESEL FUEL, OIL, AND HAZARDOUS WASTE RESULTING

FROM CONTRACTOR'S OPERATIONS MUST BE PROPERLY DISPOSED OF

IN ACCORDANCE WITH THE SPECIFICATIONS AND LOCAL REGULATORY

REQUIREMENTS AND PROPERLY REMOVED FROM THE PROJECT SITE.

IF HAZARDOUS MATERIALS ARE ENCOUNTERED OR UNCOVERED

DURING CONSTRUCTION ACTIVITIES, THE CONTRACTOR MUST

IMMEDIATELY NOTIFY THE CONTRACTING OFFICER.

6. IF CONSTRUCTION REQUIRES THE DISRUPTION OR DISCONNECTION OF

ANY WATER LINES OR FIRE HYDRANTS ON PROJECT PROPERTY OR

ADJOINING PROPERTY, THE CONTRACTOR MUST PROVIDE A MINIMUM

ADVANCE NOTICE OF 15 DAYS TO CHERRY POINT FIRE AND

EMERGENCY SERVICES.

7. FAILURE TO COMPLY WITH BASE OPERATIONS AND THE CLIENT

REPRESENTATIVE SAFETY REQUIREMENTS WILL RESULT IN THE

SUSPENSION OF CONSTRUCTION ACTIVITIES UNTIL ALL SAFETY

CONCERNS ARE ADDRESSED BY THE CONTRACTOR TO THE

SATISFACTION OF THE CONTRACTING OFFICER.

8. ANY WORKERS AND EQUIPMENT NOT IN COMPLIANCE WITH BASE

SAFETY AND OPERATIONS MUST IMMEDIATELY BE REMOVED FROM THE

WORK AREA AND MUST NOT BE PERMITTED TO RETURN THROUGHOUT

THE REMAINDER OF THE PROJECT.

9. ALL HOT WORK REQUIRES APPROVAL OF CHERRY POINT FIRE AND

EMERGENCY SERVICES. THE CONTRACTOR MUST OBTAIN A PERMIT ON

A WEEKLY BASIS. A MINIMUM COOLDOWN TIME OF 120 MINUTES MUST

BE OBSERVED FOLLOWING ALL HOT WORK.

10. CONTRACTOR IS SUBJECT TO ALL BASE CLOSURES INCLUDING

FEDERAL HOLIDAYS, NATURAL DISASTER CLOSURES, AND NATIONAL

SECURITY CLOSURES.

11. ALL SPILLS OF ENVIRONMENTALLY HARMFUL MATERIAL MUST BE

REPORTED TO CHERRY POINT EAD IMMEDIATELY. CLEANUP OF ALL

SPILLS MUST BE PERFORMED IN ACCORDANCE WITH EAD AND STATE

REQUIREMENTS.

SITE ACCESS AND SAFETY NOTES

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CONTAMINATION NOTES

1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING EROSION AND

SEDIMENTATION CONTROL MEASURES IN ACCORDANCE WITH THE

PLANS APPROVED BY NCDEQ.

2. BORROW SITE:

2.a. SOIL CAN NOT BE REMOVED FROM OR BROUGHT ONTO THE

PROJECT SITE UNLESS THE AREA HAS BEEN SPECIFIED IN THE

EROSION CONTROL PLAN.

2.b. IF SOIL IS REMOVED FROM THE SITE THE PLAN SHOULD INDICATE

THE PERMIT NUMBER ISSUED BY THE DIVISION OF LAND QUALITY

OF THE LOCATION RECEIVING THE SOIL AND THE VOLUME OF SOIL

BEING TRANSFERRED.

2.c. IF THE SOIL IS GOING TO A PERMITTED LANDFILL REGULATED BY

THE DIVISION OF SOLID WASTE MANAGEMENT THE PERMIT

NUMBER SHOULD BE IDENTIFIED.

2.d. ADDITIONALLY IF SOIL IS BEING BROUGHT TO THE SITE FROM A

BORROW AREA THE APPLICABLE PERMIT NUMBER SHOULD BE

INDICATED AND THE VOLUME OF SOIL BEING TRANSFERRED

IDENTIFIED.

3. INSPECTIONS DURING CONSTRUCTION:

3.a. THE NPDES CONSTRUCTION PERMIT REQUIRES EROSION

CONTROL DEVICES AND STORM WATER OUTFALLS BE INSPECTED

WEEKLY (EVERY 7 CALENDAR DAYS) AND WITHIN 24 HRS OF

ONE-INCH RAIN EVENT. IT IS THE RESPONSIBILITY OF THE

CONTRACTOR TO CONDUCT THESE INSPECTIONS AND MAINTAIN

RECORDS UNTIL THE AREA HAS BEEN STABILIZED, EVIDENT BY

95% VEGETATIVE GROWTH FOR AREAS PROVIDED

SEEDING/SODDING AND COR APPROVAL.

3.b. TO FACILITATE RAINFALL MONITORING A RAIN GAUGE IS

REQUIRED TO BE ON SITE.

3.c. ADDITIONALLY THE CONTRACTOR IS RESPONSIBLE FOR

CONDUCTING A SELF INSPECTION INDICATING THE DATE BMPS

ARE INSTALLED AND STABILIZATION MEASURES

(SEEDING/MULCHING OR SOD) ARE INITIATED.

3.d. BOTH INSPECTIONS ARE RECORDED ON THE SAME REPORT FORM

AND MUST BE MAINTAINED BY THE CONTRACTOR AT THE ONSITE

OFFICE. ONCE STABILIZATION HAS BEEN ACCOMPLISHED

INSPECTION RECORDS MUST BE FORWARDED TO EAD AND ALL

TEMPORARY EROSION/SEDIMENTATION CONTROL DEVICES

REMOVED.

3.e. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING

COMPLIANCE WITH ALL PERMITS AND PLANS, ANY CHANGES MUST

BE APPROVED BY THE STATE PRIOR TO EXECUTION. A COPY OF

THE EROSION AND SEDIMENTATION (ES) CONTROL PLAN, ES

LETTER OF APPROVAL, NPDES CONSTRUCTION PERMIT, AND

NPDES CERTIFICATE OF COVERAGE MUST BE MAINTAINED BY THE

CONTRACTOR AT THE ONSITE OFFICE.

3.f. IF SOIL IS REMOVED FROM OR BROUGHT ONSITE, THE

APPLICABLE SOLID WASTE MANAGEMENT PERMIT NUMBER,

EROSION SEDIMENTATION PERMIT OR MINE PERMIT NUMBER WILL

BE DISCLOSED.

4. NCDEQ DOES NOT APPROVE THE USE OF STRAW BALES FOR

RETARDING OR FILTERING SEDIMENT.

5. RYE GRASS IS NOT IN THE APPROVED SEEDING SPECIFICATIONS OR

ACCEPTABLE FOR NURSE COVER FOR PERMANENT GRASS COVER.

6. BOTH THE AUTHORIZATION TO CONSTRUCT AND STATE LETTER

INDICATING APPROVAL OF SPECS AND PLANS MUST BE POSTED AT THE

CONSTRUCTION ENTRANCE. SHOULD THE PROJECT INVOLVE TEST

WELL DRILLING IN AN EFFORT TO DETERMINE SOURCE WATER

QUALITY, APPROVAL MAY BE GRANTED BEFORE PLAN/SPEC SUBMITTAL.

7. NEWLY INSTALLED WATER SUPPLY SYSTEMS, TO INCLUDE

DISTRIBUTION LINES, WELLS, FILTERS, AND STORAGE TANKS MUST BE

DISINFECTED AS REQUIRED IN T15A:18C.1001-.1004. AND AWWA C651.

BACTERIOLOGICAL TESTING IS REQUIRED AFTER DISINFECTION

INCORPORATING TEST METHOD 312 FOR TOTAL COLIFORM AND TEST

METHOD 316 FOR FECAL/E.COLI.

8. THE PROJECT SITES INCLUDE LOCATIONS WITHIN OPERABLE UNIT 14

(OU-14) AREA AND OTHER LOCATIONS OUTSIDE OF ANY OPERABLE UNIT

(OU). THESE OU SITE LOCATIONS ARE IN AN AREA OF POTENTIAL POL

OR CHEMICAL SPILLS. HISTORICAL SOIL SAMPLE DATA FROM OUTSIDE

THE OU AREAS SHOWED NO SIGNIFICANT INFORMATION OF

CONTAMINATION. PRE-CHARACTERIZATION OF SOIL SAMPLING IS NOT

REQUIRED PRIOR TO EXCAVATION. THIS INFORMATION IS PROVIDED TO

GIVE THE CONTRACTOR'S INDUSTRIAL HYGIENE DEPARTMENT TO

INCORPORATION INTO THEIR HEALTH AND SAFETY PLAN TO ENSURE

WORKER SAFETY.

9. IF ANY SOIL WHICH EXHIBITS AN ABNORMAL OR UNNATURAL COLOR, A

CHEMICAL OR PETROLEUM ODOR, OR IS SATURATED WITH A CHEMICAL

OR PETROLEUM IS ENCOUNTERED DURING EXCAVATION, WORK

SHOULD BE IMMEDIATELY STOPPED IN THAT AREA, AND THE

ENVIRONMENTAL AFFAIRS DEPARTMENT (EAD) SHOULD BE ADVISED OF

THE SITUATION SO THAT A COURSE OF ACTION CAN BE DEVELOPED BY

THE CONTRACTOR TO ADDRESS THE CONTAMINATION. NO SOIL

SAMPLING OR TESTING IS TO BE CONDUCTED FOR THE PURPOSE OF

DETERMINING SUSPECTED CONTAMINATION WITHOUT CONSULTING

MCAS CHERRY POINT'S ENVIRONMENTAL AFFAIRS DEPARTMENT FOR

PROPER PROCEDURE AND GUIDANCE. ALL EXCAVATED SOIL MAY BE

RE-UTILIZED AS BACKFILL AT THE SAME LOCATION FROM WHICH IT WAS

REMOVED UNLESS PETROLEUM CONTAMINATION IS DISCOVERED. IF

PETROLEUM CONTAMINATION IS DISCOVERED, THE SOIL NEEDS TO BE

SEGREGATED BY PID (>/= 10 PPM OR EXHIBITS STAINING), PROPERLY

STOCKPILED, TESTED, AND DISPOSED. IF SOIL IS STOCKPILED, THEN IT

SHOULD BE STOCKPILED ON PLASTIC, BERMED, AND COVERED IN

ACCORDANCE WITH NC DEQ GROUNDWATER SECTION GUIDELINES

FOR THE INVESTIGATION AND REMEDIATION OF SOIL AND

GROUNDWATER, VOL. 1 DATED JULY 2000 (GUIDELINES), OR PLACED IN

A ROLLOFF CONTAINER AND COVERED WITH PLASTIC.

10. FOR THIS SITE, ANY EXCESS SOIL THAT CANNOT BE RE-UTILIZED AS

BACKFILL AT THE SAME LOCATION FROM WHICH IT WAS REMOVED

MUST BE DISPOSED OF AT A PROPER FACILITY. SOME SOIL TESTING

MAY BE REQUIRED. EAD MUST REVIEW AND SIGN THE WASTE

MANIFECTS/BILL OF LADING FOR THE SOIL DISPOSAL PRIOR TO ANY OF

THIS SOIL LEAVING THE AIR STATION. THE MANIFEST SHOULD ALSO

CONTAIN THE AMOUNT OF SOIL (WEIGHT) AND SUPPORTING

LABORATORY RESULTS FOR EAD TO REVIEW. ONE COMPOSITE SAMPLE

MUST BE TAKEN AND ANALYZED FOR EACH 200 CUBIC YARDS OF THE

STOCKPILE PER NCDEQ GUIDELINES IN ORDER TO DETERMINE THE

PROPER METHOD FOR DISPOSAL IF CONTAMINATION IS DETECTED. IF

CONTAMINATION IS DISCOVERED, THE STOCKPILE SAMPLE(S) MUST BE

ANALYZED FOR THE FOLLOWING BUT NOT LIMITED TO: STD METHOD

5030 AND 3550 SAMPLE PREP WITH MODIFIED 8015 - DIESEL RANGE

ORGANICS, EPA METHOD 9071 - OIL & GREASE WITH SILICA GEL WASH

WITH POSSIBLE TLCP.

11. ALL DISTURBED AREAS MUST ALSO BE CAPPED BY EITHER (1)

COVERING THE SURFICIAL SOIL WITH AN IMPERVIOUS MATERIAL SUCH

AS CONCRETE OR ASPHALT, OR (2) TOPPING THE EXCAVATED AREA

WITH 12 INCHES OF COMPACTED, CLEAN FILL. CAPPING IS REQUIRED

TO PREVENT AN INCREASED EXPOSURE RISK FROM BOTH SURFICIAL

EXPOSURE AND CONTAMINANT LEACHING. THEREFORE, BACKFILLED

SOILS MUST BE COMPACTED TO MINIMIZE INFILTRATION OF SURFACE

WATER THROUGH THE SOIL COLUMN.

12. CONTACT EAD IF THE PROJECT REQUIRES FILL SOIL FROM OFF-SITE

SOURCES TO COMPLETE THE PROJECT. IF AT ANY TIME THE PROJECT

REQUIRES ANY SOIL TO BE REMOVED FROM THE AIR STATION

PROPERTY, EAD SHOULD BE NOTIFIED FOR APPROVAL BEFORE SUCH

ACTION IS TAKEN.

13. IN CONTAMINATED AREAS, IF DEWATERING IS REQUIRED DURING

EXCAVATION, ALL WATER MUST BE CONTAINERIZED. GROUNDWATER

MUST BE TESTED, TREATED AND DISPOSED OF PROPERLY IN

ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS.

14. FOR THIS AREA LOCATED WITHIN OU-14, IF AT ANY TIME THE PROJECT

EXCAVATION REQUIRES THE WORK TO ENTER THE DEPTH OF THE

GROUND WATER TABLE WITHIN THIS AREA, SPECIAL APPROVAL IS

REQUIRED FROM THE STATE OF NC AND EPA. THE MCAS CHERRY

POINT EAD MUST BE NOTIFIED AND A HEALTH AND SAFETY PLAN FOR

THE WORK MUST BE WRITTEN FOR APPROVAL. THESE ACTIONS MUST

BE DIRECTED THROUGH EAD'S WILL POTTER (252)466-5376.

CONTRACTOR MUST GIVE NOTICE AS SOON AS POSSIBLE TO ENSURE

TIMELY APPROVAL.

15. DISPOSAL OF ANY WATER TO THE SANITARY SEWER, STORM SEWER

OR INDUSTRIAL WASTE SYSTEMS IS PROHIBITED. CONTRACTOR MUST

CAPTURE, TREAT, AND DISPOSE OF PROPERLY IN ACCORDANCE WITH

FEDERAL, STATE, AND LOCAL REQUIREMENTS.

16. DUE TO THE CONCERN OF AFFF CONTAMINATION TO SOIL AND

GROUNDWATER WITH IMPENDING SAMPLING GUIDELINES,

CONTRACTOR MUST COORDINATE WITH EAD PRIOR TO ANY SAMPLING

TO DETERMINE IF PFOS/PFOA IS TO BE INCLUDED. COORDINATE WITH

EAD FOR PROPER DISPOSAL FOLLOWING SAMPLING.

17. A PORTION OF THE PROJECT SITE IS LOCATED WITHIN OPERABLE UNIT

14, AN AREA OF KNOWN GROUNDWATER CONTAMINATION. SEE SHEET

C-016 FOR OPERABLE UNIT 14 BOUNDARY. THIS AREA IS SUBJECT TO

LAND USE CONTROLS INCLUDING:

17.a. EXCAVATION/CUTTING THROUGH AN EXISTING FOUNDATION OF

BUILDINGS WILL REQUIRE THE INSTALLATION/TESTING OF A

VAPOR BARRIER TO PREVENT VAPOR INTRUSION THROUGH THE

AFFECTED FOUNDATION AREA.

17.b. RESTRICTION OF EXCAVATION INTO THE GROUNDWATER TABLE

WITHOUT PRIOR APPROVAL FROM CHERRY POINT EAD, EPA AND

NCDEQ. WORK CANNOT BEGIN UNTIL REGULATORY APPROVAL IS

RECEIVED, WHICH CAN TAKE UP TO 2 MONTHS FOR REVIEW. THIS

APPROVAL IS COORDINATED THROUGH THE ENVIRONMENTAL

AFFAIRS DEPARTMENT AND IS DEPENDENT ON HAVING A PROPER

HEALTH & SAFETY (H&S) PLAN SUBMITTED FOR REVIEW. THE H&S

PLAN MUST SHOW THAT THE CONTRACTOR IS AWARE OF THE

POTENTIAL CONTAMINATION IN THIS AREA, AND THE STEPS TO BE

TAKEN TO MINIMIZE EXPOSURE TO WORKER AND THE

ENVIRONMENT DURING CONSTRUCTION AND DISPOSAL OF ANY

WASTES TAKEN OFFSITE. THE CONTRACTOR IS RESPONSIBLE FOR

ALL TREATMENT AND DISPOSAL OF CONTAMINATED MATERIALS.

18. POINT OF CONTRACT FOR CERCLA (COMPREHENSIVE ENVIRONMENTAL

RESPONSE, COMPENSATION, AND LIABILITY ACT) ISSUES IS WILL

POTTER, (252)466-5376, WILLIAM.R.POTTER@USMC.MIL

19. WASTEWATERS GENERATED REQUIRE TESTING FOR PFAS/PFOA

CONTAMINATION (ALONG WITH ANTICIPATED PETROLEUM AND

CHLORINATED SOLVENT CONTAMINATION), AND PROPER DISPOSAL IS

REQUIRED IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL

REQUIREMENTS. PFOS/PFOA DETECTIONS OVER 70 PPT CANNOT BE

DISPOSED THROUGH INDUSTRIAL/WASTEWATER TREATMENT SYSTEM

AND REQUIRE ADDITIONAL TREATMENT.

12803945

N40085-20-R-0015 rosie.shanks Typewritten Text

MCAS CP

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