1596300dwg06of26_Civil-CE.pdf

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1. CONSTRUCTION MATERIALS THAT POSE A POTENTIAL CONTAMINATION

THREAT TO STORM WATER MUST BE MANAGED TO MINIMIZE EXPOSURE TO

STORM WATER. MATERIALS MUST BE KEPT IN SECURE CONTAINERS AND

PROPERLY LABELED. SOLID AND LIQUID WASTE AND OTHER WASTES MUST

BE DISPOSED OF PROPERLY IN ACCORDANCE WITH APPLICABLE FEDERAL,

STATE AND LOCAL DISPOSAL REQUIREMENTS. DISPOSAL MUST BE

CONSISTENT WITH APPLICABLE STATE AND/OR LOCAL WASTE DISPOSAL,

SANITARY SEWER OR SEPTIC SYSTEM REGULATIONS AND MUST PROVIDE

FOR THE PROPER DISPOSAL OF CONTAMINATED SOILS TO THE EXTENT

THESE ARE LOCATED WITHIN THE PERMITTED AREA.

2. HANDLING CONSTRUCTION CHEMICALS. MIXING, PUMPING, TRANSFERRING

OR OTHER HANDLING OF CONSTRUCTION CHEMICALS SUCH AS FERTILIZER,

LIME, ASPHALT, CONCRETE DRYING COMPOUNDS, AND ALL OTHER

POTENTIALLY HAZARDOUS MATERIALS MUST BE PERFORMED IN AN AREA

AWAY FROM ANY WATERCOURSE, DITCH OR STORM DRAIN.

3. THE FOLLOWING GOOD HOUSEKEEPING PRACTICES MUST BE FOLLOWED

ON SITE DURING THE CONSTRUCTION PROJECT:

A. AN EFFORT MUST BE MADE TO STORE ONLY ENOUGH PRODUCT

REQUIRED TO DO THE JOB.

B. ALL MATERIALS STORED ON SITE MUST BE STORED IN A NEAT, ORDERLY

MANNER IN THEIR APPROPRIATE CONTAINERS AND, IF POSSIBLE, UNDER

A ROOF OR OTHER ENCLOSURE.

C. PRODUCTS MUST BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE

MANUFACTURER'S LABEL. SUBSTANCES MUST NOT BE MIXED WITH ONE

ANOTHER UNLESS RECOMMENDED BY THE MANUFACTURER.

D. WHENEVER POSSIBLE, ALL OF A PRODUCT MUST BE USED UP BEFORE

DISPOSING OF THE CONTAINER.

E. THE MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND

DISPOSAL MUST BE FOLLOWED.

4. AT NO TIME WILL CONSTRUCTION VEHICLES BE ALLOWED TO ENTER AREAS

OUTSIDE THE LIMIT OF DISTURBANCE BOUNDARIES SHOWN ON THE PLAN

MAPS. THESE AREAS MUST BE CLEARLY MARKED AND FENCED OFF

BEFORE CLEARING AND GRUBBING OPERATIONS BEGIN.

5. UNTIL THE SITE IS PERMANENTLY STABILIZED, ALL EROSION AND SEDIMENT

BMPS MUST BE MAINTAINED PROPERLY. MAINTENANCE MUST INCLUDE

INSPECTIONS OF ALL EROSION & SEDIMENT BMPS AFTER EACH RUNOFF

EVENT AND ON A WEEKLY BASIS. ALL PREVENTATIVE AND REMEDIAL

MAINTENANCE WORK, INCLUDING CLEANOUT, REPAIR, RE-PLACEMENT,

RE-GRADING, RE-SEEDING, RE-MULCHING, AND RE-NETTING MUST BE

PERFORMED IMMEDIATELY. IF THE E&S BMPS FAIL TO PERFORM AS

EXPECTED, REPLACEMENT BMPS, OR MODIFICATION OF THOSE INSTALLED

IS REQUIRED.

6. IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING

THE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT

POLLUTION, THE CONTRACTOR MUST IMPLEMENT APPROPRIATE BEST

MANAGEMENT PRACTICES TO ELIMINATE THE POTENTIAL FOR

ACCELERATED EROSION AND/OR SEDIMENT POLLUTION.

7. THE CONTRACTOR MUST KEEP A SUPPLY OF EROSION CONTROL MATERIAL

(SILT FENCE, JUTE MESH, RIP RAP, ETC.) ON-SITE FOR MAINTENANCE AND

EMERGENCY REPAIRS.

8. ALL REGULATORY AGENCY PERMITS REQUIRED FOR THE SITE MUST BE

OBTAINED PRIOR TO SITE WORK COMMENCES.

9. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL UNDERGROUND

UTILITIES. CONTRACTOR MUST USE A THIRD PARTY FOR PRIVATE UTILITY

LOCATING AS NECESSARY. SILT FENCE TO BE PLACED OFFSET FROM

UTILITY LOCATIONS.

10. PERMANENTLY STABILIZE BY SEEDING PER PLANS. SPOILS TO BE PLACED

AROUND EXISTING STRUCTURES AND EQUIPMENT.

11. ANY OFF-SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST

COME FROM A SITE WITH AN APPROVED EROSION CONTROL PLAN, A SITE

REGULATED UNDER THE MINING ACT OF 1971, OR A LANDFILL REGULATED

BY THE DIVISION OF SOLID WASTE MANAGEMENT. TRASH/DEBRIS FROM

DEMOLITION ACTIVITIES OR GENERATED BY ANY ACTIVITIES ON SITE MUST

BE DISPOSED OF AT A FACILITY REGULATED BY THE DIVISION OF SOLID

WASTE MANAGEMENT OR PER DIVISION OF SOLID WASTE MANAGEMENT

OR DIVISION OF WATER RESOURCES RULES AND REGULATIONS.

12. ADDITIONAL MEASURES MAY BE REQUIRED. THE CONTRACTOR IS

RESPONSIBLE FOR THE CONTROL OF SEDIMENT ON-SITE. IF THE

APPROVED EROSION AND SEDIMENTATION CONTROL MEASURES PROVE

INSUFFICIENT, THE CONTRACTOR MUST TAKE THOSE ADDITIONAL STEPS

NECESSARY TO STOP SEDIMENT FROM LEAVING THIS SITE.

13. EROSION AND SEDIMENT CONTROL FOR UTILITY CONSTRUCTION MUST BE

PROVIDED IN ACCORDANCE WITH APPROVED PLANS. UTILITY

CONSTRUCTION MUST ONLY BE FOR AREAS WITHIN THE DELINEATED

LIMITS OF WORK. CALL “MISS UTILITY” AT 1-800-632-4949 48 HOURS PRIOR

TO THE START OF WORK. WHEN SAME DAY STABILIZATION IS APPROVED:

A. EXCAVATED TRENCH MATERIAL MUST BE PLACED ON THE HIGH SIDE OF

THE TRENCH.

B. TRENCHES FOR UTILITY INSTALLATION MUST BE BACKFILLED,

COMPACTED, AND STABILIZED AT THE END OF EACH WORKING DAY. OPEN

NO MORE TRENCH THAN CAN BE COMPLETED THE SAME DAY.

14. FOLLOWING INITIAL SOIL DISTURBANCE OR RE-DISTURBANCE, PERMANENT

OR TEMPORARY STABILIZATION MUST BE COMPLETED WITHIN:

A. THREE (3) CALENDAR DAYS AS TO THE SURFACE OF ALL PERIMETER

CONTROLS, DIKES, SWALES, DITCHES, PERIMETER SLOPES, AND ALL

SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1); AND

B. SEVEN (7) CALENDAR DAYS AS TO ALL OTHER DISTURBED OR GRADED

AREAS ON THE PROJECT SITE NOT UNDER ACTIVE GRADING.

1. TEMPORARY GROUND COVER MUST BE INSTALLED WITHIN SEVEN DAYS

OF STOPPING GRADING ACTIVITY AT ANY PHASE OF CONSTRUCTION.

1.1. BASH (BIRD AIRCRAFT STRIKE HAZARD) AREAS: MULCH CRIMPLED

IN-PLACE.

1.2. NON-BASH AREAS: BELOW SEEDING

1.2.1. MAY - JULY: GERMAN MILLET

1.2.2. AUGUST - APRIL: RYE GRAIN (NOT ANNUAL RYE GRASS)

2. PERMANENT GROUND COVER MUST BE INSTALLED WITHIN SEVEN DAYS

OF COMPLETION OF FINAL GRADING.

2.1. BASH AREAS: PREFERRED APPLICATION IS CENTIPEDE SOD.

HOWEVER, THE FOLLOWING SEEDING SPECIFICATION MAY BE USED:

2.1.1. JANUARY - MARCH: MIXTURE (40% FESCUE, 40% UNHULLED

BERMUDA, 20% CENTIPEDE)

2.1.2. APRIL - AUGUST: MIXTURE (50% HULLED BERMUDA, 30%

CENTIPEDE, 20% BAHIA)

2.1.3. SEPTEMBER - DECEMBER: MIXTURE (60% FESCUE, 40%

UNHULLED BERMUDA)

2.2. NON-BASH AREAS: BELOW SEEDING, BASH SEEDING MAY ALSO BE

USED:

2.2.1. SEPTEMBER - MAY: CENTIPEDE GRASS

2.2.2. JUNE: BERMUDA GRASS

2.2.3. JULY - AUGUST: NO APPLICATION

3. TEMPORARY SEEDING MUST BE FERTILIZED AS REQUIRED BY AN

INDEPENDENT SOIL ANALYSIS. INSPECT SEED WEEKLY AND PROVIDE

WATER AS NEEDED FOR GERMINATION. AFTER GERMINATION, WATER AT

1-INCH PER WEEK UNTIL FIRST MOWING.

4. EXAMINE AREAS TO RECEIVE SEED FOR COMPLIANCE WITH

REQUIREMENTS AND FOR CONDITIONS AFFECTING PERFORMANCE OF

WORK AND ESTABLISHMENT. DO NOT PROCEED WITH INSTALLATION

UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED.

5. DISPOSE OF ANY GROWTH, ROCKS, OR OTHER OBSTRUCTIONS WHICH

MIGHT INTERFERE WITH SEEDING OR LATER MAINTENANCE OPERATIONS.

REMOVE STONES OVER 38MM (1 1/2 INCHES) IN ANY DIMENSION AND

STICKS, ROOTS, RUBBISH, AND OTHER EXTRANEOUS MATTER.

6. GRADE SEED AREAS TO A SMOOTH, EVEN SURFACE WITH LOOSE,

UNIFORMLY FINE TEXTURE. ROLL AND RAKE, REMOVE RIDGES AND FILL

DEPRESSIONS TO MEET FINISH GRADES. DO NOT USE WET SEED OR

SEED WHICH IS MOLDY OR OTHERWISE DAMAGED IN TRANSIT OR

STORAGE.

7. SOW SEED WITH A BRILLION TYPE SEEDING MACHINE OR WHERE

APPLICABLE AND RESTRICTED BY STEEP SLOPES OR OTHER AREAS NOT

ACCESSIBLE TO THE SEEDING MACHINE, BROADCAST OR DROP SEED

METHODS MAY BE USED. DO NOT BROADCAST OR DROP SEED WHEN

WIND VELOCITY EXCEEDS 5 MPH. EVENLY DISTRIBUTE SEED BY SOWING

EQUAL QUANTITIES IN 2 DIRECTIONS AT RIGHT ANGLES TO EACH OTHER,

AND 3 DIRECTIONS IN HIGH MAINTENANCE AREAS.

8. RAKE, HARROW OR OTHERWISE WORK THE SEED INTO THE SOIL 1/4" TO

1/2" DEEP. KEEP THE AREA WELL- WATERED UNTIL THE SEEDS

GERMINATE AND THE SEEDLINGS HAVE GROWN SUFFICIENTLY TO

ESTABLISH A LAWN, THEN WATER AS NEEDED.

9. MOW GRASS TO A HEIGHT OF 50MM (2 INCHES) AS SOON AS THERE IS

ENOUGH TOP GROWTH TO CUT WITH MOWER. REMOVE NO MORE THAN

40% OF GRASS LEAF GROWTH IN INITIAL OR SUBSEQUENT MOWINGS. DO

NOT DELAY MOWING UNTIL GRASS BLADES BEND OVER AND BECOME

MATTED.

TEMPORARY STABILIZATION

AREAS REQUIRING TEMPORARY STABILIZATION TIME FRAME TO APPLY EROSION CONTROLS:

ANY DISTURBED AREA WITHIN FIFTY (50) FEET WITHIN TWO (2) DAYS OF THE MOST RECENT

OF A STREAM AND NOT AT FINAL GRADE. DISTURBANCE IF THAT AREA WILL REMAIN IDLE

FOR MORE THAN FOURTEEN (14) DAYS.

FOR ALL CONSTRUCTION ACTIVITIES, ANY

DISTURBED AREA, INCLUDING SOIL STOCKPILES WITHIN SEVEN (7) DAYS OF THE MOST RECENT

THAT WILL BE DORMANT FOR MORE THAN DISTURBANCE WITHIN THE AREA.

FOURTEEN (14) DAYS BUT LESS THAN NINETY (90)

DAYS, AND NOT WITHIN FIFTY (50) FEET OF A STREAM.

DISTURBED AREA THAT WILL BE PRIOR TO THE ONSET OF WINTER

IDLE OVER WINTER WEATHER/NOVEMBER 1ST.

NOTES:

WHERE VEGETATIVE STABILIZATION TECHNIQUES MAY CAUSE STRUCTURAL INSTABILITY OR ARE

OTHERWISE UNOBTAINABLE, ALTERNATIVE STABILIZATION TECHNIQUES MUST BE EMPLOYED. THESE

TECHNIQUES MAY INCLUDE MULCHING OR EROSION MATTING.OR NO MORE THAN 90 CALENDAR DAYS

(WHICHEVER IS SHORTER).

1. INSTALL EROSION AND SEDIMENT CONTROL (E&SC) DEVICES IN

ACCORDANCE WITH THE PLAN DRAWINGS.

2. THE NPDES CONSTRUCTION PERMIT REQUIRES EROSION CONTROL

DEVICES AND STORM WATER OUTFALLS BE INSPECTED WEEKLY (EVERY

7 CALENDAR DAYS) AND WITHIN 24 HRS. OF A ONE-INCH RAIN EVENT. IT

IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONDUCT THESE

INSPECTIONS AND MAINTAIN RECORDS UNTIL THE AREA HAS STABILIZED

EVIDENT BY 95% VEGETATIVE GROWTH FOR AREAS PROVIDED SEEDING.

TO FACILITATE RAINFALL MONITORING, A RAIN GAUGE IS REQUIRED TO

BE ON SITE.

3. REPAIR OR REPLACE INEFFECTIVE E&SC MEASURES IMMEDIATELY

AFTER IDENTIFICATION OR AS SOON AS WEATHER CONDITIONS ALLOW.

4. IDENTIFY AND INSTALL ADDITIONAL TEMPORARY E&SC DEVICES IN

AREAS DEEMED IN NEED OF PROTECTION.

5. REMOVE SEDIMENT FROM INLET PROTECTION DEVICES ONCE SEDIMENT

HAS REACHED 1/3 THE HEIGHT OF THE INLET PROTECTION DEVICE.

6. REMOVE SEDIMENT FROM BEHIND SILT FENCE AS NECESSARY TO

PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO

REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING

THE FENCE DURING CLEANOUT.

7. REMOVE SEDIMENT AND RESTORE SEDIMENT TRAPS TO ORIGINAL

DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF

THE DESIGN DEPTH OF THE TRAP. PLACE SEDIMENT IN DESIGNATED

DISPOSAL AREA, AND REPLACE GRAVEL FACING THAT IS IMPAIRED BY

SEDIMENT. CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR

PIPING. ENSURE SPILLWAY REMAINS A MINIMUM OF 1.5 FEET BELOW THE

EMBANKMENT LOW POINT. REPLACE DISPLACED RIPRAP IMMEDIATELY.

REMOVE STRUCTURE AND ALL UNSTABLE SEDIMENT AFTER PERMANENT

STABILIZATION, AND SMOOTH AREA TO BLEND WITH ADJOINING AREAS.

8. PERFORM DAILY INSPECTIONS AND REMOVAL OF TRACKED MATERIAL

FROM THE PROJECT SITE ONTO ADJACENT ROADS.

9. MAINTAIN WRITTEN INSPECTION AND REPAIR OR REPLACEMENT FORMS

ON SITE AT ALL TIMES FOR E&SC MEASURES.

10. A COPY OF THE EROSION AND SEDIMENT CONTROL PLAN, LETTER OF

APPROVAL, AND NPDES CONSTRUCTION PERMIT MUST BE MAINTAINED

ON SITE AT ALL TIMES.

11. MAINTAIN THE GRAVEL CONSTRUCTION ENTRANCE IN A CONDITION TO

PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE.

THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE. AFTER

EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT

AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL

OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO

PUBLIC ROADWAYS.

12. THE CONTRACTOR IS RESPONSIBLE FOR CONDUCTING "SELF

INSPECTIONS" INDICATING THE DATE BMPs ARE INSTALLED AND

STABILIZATION MEASURES (SEEDING/MULCHING OR SOD) ARE INITIATED.

THE "SELF INSPECTION" REPORTS MUST BE MAINTAINED ALONG WITH

THE "NPDES" INSPECTION REPORTS. 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.

13. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING COMPLIANCE

WITH ALL PERMITS AND PLANS, ANY CHANGES MUST BE APPROVED BY

THE STATE PRIOR TO EXECUTION. A COPY OF THE EROSION AND

SEDIMENTATION CONTROL PLAN, LETTER OF APPROVAL, AND NPDES

CONSTRUCTION PERMIT MUST BE MAINTAINED BY THE CONTRACTOR AT

THE ONSITE OFFICE. IF SOIL IS REMOVED FROM OR BROUGHT ONSITE,

THE APPLICABLE SOLID WASTE MANAGEMENT PERMIT NUMBER, EROSION

SEDIMENTATION PERMIT NUMBER OR MINE PERMIT NUMBER WILL BE

DISCLOSED.

1. OBTAIN APPROVAL OF PLAN AND ANY NECESSARY PERMITS, AND HOLD

A PRE-CONSTRUCTION CONFERENCE PRIOR TO COMMENCING ANY

WORK.

INITIAL PHASE

2. STAKE OUT ROADS AND STORM DRAINAGE STRUCTURES FOR

PRELIMINARY GRADING.

3. INSTALL GRAVEL CONSTRUCTION ENTRANCES.

4. INSTALL SEDIMENT TRAPS AND SILT FENCING AS SHOWN ON PLAN.

5. DEMOLISH EXISTING STRUCTURES, PAVEMENTS, UTILITIES, AND SITE

FEATURES.

6. CONSTRUCT CHANNELS AND ANY OTHER SEDIMENT CONTROL

PRACTICES SHOWN, PRIOR TO ROUGH GRADING ROADWAYS, SITE AND

STOCKPILING TOPSOIL AS NECESSARY.

INTERMEDIATE PHASE

7. INSTALL STORM SEWER CONVEYANCE PIPE AND STRUCTURES.

8. FINAL GRADE, INSTALL ALL OTHER UTILITIES, INCLUDING BUT NOT

LIMITED TO WATER, SEWER, GAS, COMMUNICATIONS, ELECTRICAL

POWER AND SITE LIGHTING. VEGETATIVELY STABILIZE AREAS WHERE

BUILDING CONSTRUCTION IS NOT IMMIMENT.

9. ONCE FINAL GRADE HAS BEEN ESTABLISHED AND NON-PAVED AREAS

HAVE BEEN STABILIZED STORM DRAIN NETWORK MUST BE FLUSHED OF

SEDIMENT.

FINAL PHASE

10. UPON COMPLETION OF CONSTRUCTION, THE ROADWAY, PARKING AND

CIRCULATION AREAS ARE PAVED, AND ALL AREAS PERMANENTLY

VEGETATIVELY STABILIZED WITH CENTIPEDE SOD.

11. AFTER SITE STABILIZATION, REMOVE TEMPORARY EROSION AND

SEDIMENT CONTROL MEASURES.

EROSIONS AND SEDIMENT

CONTROL NOTES

PERMANENT/TEMPORARY SEEDING,

FERTILIZING AND MULCHING NOTES MAINTENANCE AND INSPECTION NOTES SEQUENCE OF CONSTRUCTION

12803961

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

MCAS CP

DONALD ELLIOT

(BY EMAIL 08JAN2020)

FIRE PUMP

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SEE SHEETS CE101, CE201, CE301

SEE SHEETS CE103, CE203, CE303

SEE SHEETS CE102, CE202, CE302

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MATSS MISSION PLANNING

COMMAND CTR & OBSERV

CORR

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SHIPPING / RECEIVING / SUPPLY

CONFERENCE

FMS REPAIR SHOP / MAINT STOR

MECH / ELEC

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FMS/OTW

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BRIEF

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CORR

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OVERALL EROSION CONTROL PLAN

SCALE IN FEET

30' 60'

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

2. SEE SHEET CE001 FOR EROSION AND SEDIMENT NOTES.

3. EXISTING CONDITIONS SHOWN INCLUDE CURRENT PROJECT P-235 DESIGN

DOCUMENTS.

GENERAL NOTES

KEY PLAN

PLAN

NORTH

A1

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1. THIS DRAWING WAS PREPARED IN ACCORDANCE WITH

THE NORTH CAROLINA EROSION & SEDIMENT CONTROL

PLANNING AND DESIGN MANUAL.

2. THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING

ENVIRONMENTAL DUE DILIGENCE AND DETERMINING

THAT ALL IMPORTED FILL MEETS THE EPA & STATE DEQ

DEFINITION OF CLEAN FILL. CLEAN FILL MEANS THAT THE

FILL MATERIAL IS NOT CONTAMINATED BY SOLID

WASTES, INFECTIOUS WASTES, HAZARDOUS WASTES OR

CONSTRUCTION AND DEMOLITION DEBRIS (C&DD). IF

THESE TYPES OF WASTE ARE COMMINGLED WITH CLEAN

HARD FILL, ALL OF THE MATERIALS MUST BE HANDLED

AND DISPOSED OF AS SOLID WASTE, INFECTIOUS WASTE,

HAZARDOUS WASTE OR C&DD.

3. ENVIRONMENTAL DUE DILIGENCE IS DEFINED AS

INVESTIGATIVE TECHNIQUES, INCLUDING, BUT NOT

LIMITED TO, VISUAL PROPERTY INSPECTIONS,

ELECTRONIC DATA BASE SEARCHES, REVIEW OF

PROPERTY USE HISTORY, SANBORN MAPS,

ENVIRONMENTAL QUESTIONNAIRES, TRANSACTION

SCREENS, ANALYTICAL TESTING, ENVIRONMENTAL

ASSESSMENTS OR AUDITS. ANALYTICAL TESTING IS NOT

A REQUIRED PART OF DUE DILIGENCE UNLESS VISUAL

INSPECTION AND/OR REVIEW OF THE PAST LAND USE OF

THE PROPERTY INDICATES THAT THE FILL MAY HAVE

BEEN SUBJECTED TO A SPILL OR RELEASE OF

REGULATED SUBSTANCE. IF THE FILL MAY HAVE BEEN

AFFECTED BY A SPILL OR RELEASE OF A REGULATED

SUBSTANCE, IT MUST BE TESTED TO DETERMINE IF IT

QUALIFIES AS CLEAN FILL.

4. SILT FENCE IS SHOWN IN THE APPROXIMATE LOCATION

OF PLACEMENT. ADDITIONAL SILT FENCE MUST BE

PLACED TO PROTECT ANY ADDITIONAL AREAS

DISTURBED DURING CONSTRUCTION.

5. SILT FENCE MUST BE INSTALLED IN ACCORDANCE WITH

BEST MANAGEMENT PRACTICES PRIOR TO LAND

DISTURBANCE. SILT FENCE MUST BE MAINTAINED

DURING CONSTRUCTION AND ONLY REMOVED WHEN A

UNIFORM 80% VEGETATIVE COVER HAS BEEN

ESTABLISHED AND APPROVED BY COR.

6. ALL WASTE MATERIAL MUST BE PROPERLY RECYCLED

OR DISPOSED OF PER LOCAL OR STATE REQUIREMENTS.

7. A NORTH AMERICAN GREEN SC150 OR ENGINEER

APPROVED EQUAL EROSION CONTROL BLANKET MUST

BE PLACED OVER SIDE SLOPES 3:1 OR GREATER.

8. TOP SOIL STOCKPILE, CONCRETE WASHOUT AND WASTE

DISPOSAL AREAS MAY BE PLACED IN A CENTRAL

LOCATION WITHIN THE LIMITS OF DISTURBANCE TO

ACCOMMODATE CONSTRUCTION AND MATERIAL

LAYDOWN REQUIREMENTS.

9. PERIMETER SEDIMENT CONTROL MEASURES (SILT

FENCE) MUST BE IMPLEMENTED AS THE FIRST STEP OF

GRADING AND WITHIN SEVEN (7) DAYS FROM THE START

OF GRUBBING AND MUST CONTINUE TO FUNCTION UNTIL

UPSLOPE AREAS DRAINING TO THEM ARE PERMANENTLY

STABILIZED.

10. STREETS DIRECTLY ADJACENT TO CONSTRUCTION

ENTRANCES AND RECEIVING TRAFFIC FROM THE

DEVELOPMENT AREA, MUST BE CLEANED DAILY TO

REMOVE SEDIMENT TRACKED OFF-SITE. IF APPLICABLE,

THE CATCH BASINS ON THESE STREETS NEAREST TO

THE CONSTRUCTION ENTRANCES MUST ALSO BE

CLEANED WEEKLY.

11. ALL EROSION AND SEDIMENT CONTROL PRACTICES

SPECIFIED ON THIS PLAN MUST CONFORM WITH DETAILS

AND SPECIFICATIONS OUTLINED IN THE CURRENT

VERSION OF THE NORTH CAROLINA EROSION &

SEDIMENT CONTROL PLANNING & DESIGN MANUAL OR

OTHER STANDARDS ACCEPTABLE TO NORTH CAROLINA

DEQ.

12. EROSION AND SEDIMENT CONTROL PRACTICES NOT

ALREADY SPECIFIED ON THIS PLAN MAY BE NECESSARY

DUE TO UNFORESEEN ENVIRONMENTAL CONDITIONS

AND/OR CHANGES IN DRAINAGE PATTERNS CAUSED BY

EARTH-MOVING ACTIVITY.

13. SOIL STOCKPILES, TOPSOIL OR OTHERWISE, MUST BE

SITUATED AWAY FROM STREETS, SWALES, OR OTHER

WATERWAYS AND MUST BE SEEDED AND/OR MULCHED IN

ACCORDANCE WITH THE NORTH CAROLINA DEQ

TIMEFRAME FOR STABILIZATION.

14. ON-SITE PERSONNEL MUST TAKE ALL NECESSARY

MEASURES TO COMPLY WITH APPLICABLE REGULATIONS

REGARDING FUGITIVE DUST EMISSIONS.

15. CONCRETE WASH WATER MUST NOT BE ALLOWED TO

FLOW TO STREAMS, DITCHES, STORM DRAINS, OR ANY

OTHER WATER CONVEYANCE. A SUMP OR PIT WITH NO

POTENTIAL FOR DISCHARGE MUST BE CONSTRUCTED IF

NEEDED TO CONTAIN CONCRETE WASH WATER. FIELD

TILE OR OTHER SUBSURFACE DRAINAGE STRUCTURES

WITHIN 10 FT. OF THE SUMP MUST BE CUT AND PLUGGED.

GENERAL EROSION CONTROL NOTES

6TH AVENUE

C

S

T R

E E

T

5TH AVENUE

4TH AVENUE

CE103,

CE203,

& CE303

CE102,

CE202,

& CE302

CE101,

CE201,

& CE301

12803962

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

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

X X X

X X

X X

XXX

X X

X X

X X

X X

XXX

X X

X X

X X

X

X X X X X X X

X X

X X

X

X

S T

S T

S T

S T

ST STST ST

S T

S T

S T

S T

S T

S T

D

D D

END

1END

1END

BEGIN

PLAN

NORTH

I N

I T

I A

L

E

R O

S I O

N

C

O N

T R

A

N

A

R E

A

CE101

P -2

F

-3

TR

A

IN

IN

G A

N D

S

IM

U

LA

TO

R

F A

C

IL

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SCALE: 1" = 30'

P -2

F

-3

TR

A

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INITIAL EROSION CONTROL PLAN - AREA 1

SCALE IN FEET

30' 60'

M A

T C

H

L

I N

E

S

H E

T

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

2. SEE SHEET CE001 FOR EROSION AND SEDIMENT NOTES.

3. SEE SHEET CE100 FOR GENERAL EROSION CONTROL NOTES.

4. EXISTING CONDITIONS SHOWN INCLUDE CURRENT PROJECT P-235 DESIGN

DOCUMENTS.

5. SILT FENCE MUST BE UTILIZED IN ALL NON-PAVED AREAS. UTILIZE COMPOST

SOCKS IN ALL PAVED AREAS, SEE DETAIL C1 ON SHEET CE502.

6. SILT FENCE OR COMPOST SOCKS MUST BE PLACED AT THE LIMITS OF

DISTURBANCE.

1. SILT FENCE, SEE GENERAL NOTES 5 & 6

2. CONSTRUCTION ENTRANCE

3. INLET PROTECTION

4. FILTER RING

5. COMPOST SOCK, SEE GENERAL NOTES 5 & 6

GENERAL NOTES

WORK NOTES

KEY PLAN

PLAN

NORTH

A1

CE102 CE101

CE103

I S

S U

N

S T

R U

C T

I O

N

A3

CE501

A1

CE501

C3

CE501

A4

CE502

ESC LEGEND

CONSTRUCTION ENTRANCE

SILT FENCE

A1

CE501

A3

CE501

INLET PROTECTION

C3

CE501

A4

CE502

FILTER RING

12803963

C1

CE502

COMPOST SOCK

C1

CE502

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

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

BEGIN

BEGIN1

BEGIN 1

END1

SEE GEN. NOTE 6

1 5

1 5

PLAN

NORTH

I N

I T

I A

L

E

R O

S I O

N

C

O N

T R

A

N

A

R E

A

CE102

P -2

F

-3

TR

A

IN

IN

G A

N D

S

IM

U

LA

TO

R

F A

C

IL

IT

Y

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SUITE 160

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N A

V A

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C

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S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

SCALE: 1" = 30'

P -2

F

-3

TR

A

IN

IN

G A

N D

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R

F A

C

IL

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Y

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SUITE 160

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N A

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M M

A N

D

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A N

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C

INITIAL EROSION CONTROL PLAN - AREA 2

SCALE IN FEET

30' 60'

M A

T C

H

L

I N

E

S

E

GENERAL NOTES

WORK NOTES

KEY PLAN

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

2. SEE SHEET CE001 FOR EROSION AND SEDIMENT NOTES.

3. SEE SHEET CE100 FOR GENERAL EROSION CONTROL NOTES.

4. EXISTING CONDITIONS SHOWN INCLUDE CURRENT PROJECT P-235 DESIGN

DOCUMENTS.

5. SILT FENCE MUST BE UTILIZED IN ALL NON-PAVED AREAS. UTILIZE COMPOST

SOCKS IN ALL PAVED AREAS, SEE DETAIL C1 ON SHEET CE502.

6. CONTRACTOR MUST MAINTAIN ACCESS TO BUILDING 4066 INCLUDING TRUCK

ACCESS LOADING AREA THROUGHOUT DURATION OF CONSTRUCTION.

7. SILT FENCE OR COMPOST SOCKS MUST BE PLACED AT THE LIMITS OF

DISTURBANCE.

PLAN

NORTH

A1

CE102 CE101

CE103

I S

S U

N

S T

R U

C T

I O

N

ESC LEGEND

SILT FENCE

A3

CE501

1. SILT FENCE, SEE GENERAL NOTES 5 & 7

2. INLET PROTECTION

3. FILTER RING

4. CONSTRUCTION ENTRANCE

5. COMPOST SOCK, SEE GENERAL NOTES 5 & 7

6. STOCKPILE SOIL AREA

A3

CE501

C3

CE501

A4

CE502

A4

CE502

FILTER RING

INLET PROTECTION

C3

CE501

CONSTRUCTION ENTRANCE

A1

CE501

A1

CE501

12803964

C1

CE502

C1

CE502

COMPOST SOCK

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

MCAS CP

C

L O C

LOC

LOC

L O C

LOC

LOC

L O C

L O C

L O C

L O C

L O C

LOC L

O C

L O C

LOC

L O C

LOC LOC LOC LOC

L O C

L O C

L O C

L O C

L O C

L O C

L O C

LOC

LOC

L O C

L O C

L O C

LOC

L O C

L O C

LOCLOCLOCLOCLOCLOC

LOCLOC

LOC

LOS LOS LOS LOS LOS LOS LOS LOS

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

L O S

LOS

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

LO

S

C O M M

C O M M

C O M M

C O M M

C O M M

C O M M

S T

S T

S T

S T

S T

S T

S T

S T

BEGIN

END

PLAN

NORTH

I N

I T

I A

L

E

R O

S I O

N

C

O N

T R

A

N

A

R E

A

CE103

P -2

F

-3

TR

A

IN

IN

G A

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S

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U

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TO

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F A

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SCALE: 1" = 30'

P -2

F

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INITIAL EROSION CONTROL PLAN - AREA 3

SCALE IN FEET

30' 60'

GENERAL NOTES

WORK NOTES

KEY PLAN

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

2. SEE SHEET CE001 FOR EROSION AND SEDIMENT NOTES.

3. SEE SHEET CE100 FOR GENERAL EROSION CONTROL NOTES.

4. SILT FENCE MUST BE UTILIZED IN ALL NON-PAVED AREAS. UTILIZE COMPOST

SOCKS IN ALL PAVED AREAS, SEE DETAIL C1 ON SHEET CE502.

5. SILT FENCE OR COMPOST SOCKS MUST BE PLACED AT THE LIMITS OF

DISTURBANCE.

PLAN

NORTH

A1

CE102 CE101

CE103

I S

S U

N

S T

R U

C T

I O

N

ESC LEGEND

CONSTRUCTION ENTRANCE

SILT FENCE

A1

CE501

A3

CE501

1. SILT FENCE, SEE GENERAL NOTES 4 & 5

2. CONSTRUCTION ENTRANCE

3. INLET PROTECTION

4. FILTER RING

5. COMPOST SOCK, SEE GENERAL NOTES 4 & 5

A3

CE501

A1

CE501

C3

CE501

A4

CE502

INLET PROTECTION

C3

CE501

A4

CE502

FILTER RING

12803965

ALL WORK THIS SHEET IS A BID OPTION

BUILDING 286 DEMOLITION

C1

CE502

COMPOST SOCK

C1

CE502

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

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

S

S

S S

S S

S S

ST ST ST ST

ST

ST

S T

S T

ST

D

D

D

DD

D

D

U D

U D

U D

U D

U D

U D

U D

U D

UD UD

U D

UD

R

D

C

O

C

O

R

D

R

D RD

C

O

C

O

RD

R

D

CO

R

D

R

D

R

D

C

O

R

D

R

D

R

D

R

D

C O

R

D

R

D

C

O

C

O

C

O

ST

R

D

R

D

R

D

S T

D

ST

D

S T

D

R

D

C O

C

O

R

D

R

D

C

O

R

D

C

O

R

D

R

D

C

O

R

D

C

O

R

D

R

D

R

D

R

D

R

D

R

D

C

O

C

O

R

D

R

D

R

D R

D

R

D

R

D

C O

C

O

R

D

R

D

R

D

R

D

D

D D

(SEE GEN.

NOTE 6)

(SEE GEN.

NOTE 6)

R

I D

G

I N

E

R

I

D

N

E

R I D

N

E

R I D

N

E

R I D

N

E

F L

W

N

E

F

L

N

E

F

L

N

E

F

L

N

E

F

L

N

E

TYP

TYP

TYP

TYP

BEGIN

END

BEGIN

END

BEGIN

END

BEGIN

END

BEGIN

BEGIN

10END

BEGIN10 END

BEGIN

10 END

10 BEGIN

10 END

10 END

BEGIN

END

BEGIN

END

8 9

8 9

8 9

8 9

PLAN

NORTH

I N

T E

R M

E D

I A

O

S I O

N

C

O N

T R

A

N

A

R E

A

CE201

P -2

F

-3

TR

A

IN

IN

G A

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S

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R

F A

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IL

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M M

A N

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A N

TI

C

SCALE: 1" = 30'

P -2

F

-3

TR

A

IN

IN

G A

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IL

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A N

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A N

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C

INTERMEDIATE EROSION CONTROL PLAN - AREA 1

SCALE IN FEET

30' 60'

M A

T C

H

L

I N

E

S

E

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

2. SEE SHEET CE001 FOR EROSION AND SEDIMENT NOTES.

3. SEE SHEET CE100 FOR GENERAL EROSION CONTROL NOTES.

4. EXISTING CONDITIONS SHOWN INCLUDE CURRENT PROJECT P-235 DESIGN

DOCUMENTS.

5. SILT FENCE MUST BE UTILIZED IN ALL NON-PAVED AREAS. UTILIZE COMPOST

SOCKS IN ALL PAVED AREAS, SEE DETAIL C1 ON SHEET CE502.

6. CONTRACTOR MAY RELOCATE THE CONCRETE WASHOUT TO A LOCATION

APPROVAED BY COR.

7. SITE MUST BE TEMPORARILY STABILIZED IF LEFT IDLE FOR A PERIOD LONGER

THAN 14 DAYS.

8. SILT FENCE OR COMPOST SOCKS MUST BE PLACED AT THE LIMITS OF

DISTURBANCE.

9. TEMPORARY SEEDING AND MULCHING MUST BE STABILIZED WITH NETTING

OR MATTING, SEE DETAIL B2 ON SHEET CE501.

1. RELOCATE CONSTRUCTION ENTRANCE

2. TEMPORARY SEEDING AND MULCHING, SEE GENERAL NOTE 9

3. INLET PROTECTION

4. OUTLET PROTECTION

5. CONCRETE WASHOUT

6. FILTER RING

7. CONSTRUCTION ENTRANCE

8. SILT FENCE, SEE GENERAL NOTES 5 & 8

9. COMPOST SOCK, SEE GENERAL NOTES 5 & 8

10. ROLLED EROSION CONTROL PRODUCTS

GENERAL NOTES

WORK NOTES

KEY PLAN

PLAN

NORTH

A1

CE202 CE201

CE203

I S

S U

N

S T

R U

C T

I O

N

A1

A1

CE502

C3

CE501

A3

CE502

C1

CE501

ESC LEGEND

CONSTRUCTION ENTRANCE

SILT FENCE

A1

CE501

A3

CE501

A4

CE502

INLET PROTECTION

A3

CE502

A4

CE502

FILTER RING

12803966

A3

CE502

OUTLET PROTECTION

A1

CE501

A3

CE501

C1

CE502

B4

CE502

COMPOST SOCK

C1

CE502

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

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

S

S

(SEE GEN.

NOTE 7)

7 END

7 BEGIN

4 5

4 5

4 5

4 5

PLAN

NORTH

I N

T E

R M

E D

I A

O

S I O

N

C

O N

T R

A

N

A

R E

A

CE202

P -2

F

-3

TR

A

IN

IN

G A

N D

S

IM

U

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TO

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F A

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IL

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V A

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IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

SCALE: 1" = 30'

P -2

F

-3

TR

A

IN

IN

G A

N D

S

IM

U

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R

F A

C

IL

IT

Y

1305 EXECUTIVE BLVD.

SUITE 160

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N A

V A

L

FA

C

IL

IT

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IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

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C

INTERMEDIATE EROSION CONTROL PLAN - AREA 2

SCALE IN FEET

30' 60'

M A

T C

H

L

I N

E

S

E

GENERAL NOTES

WORK NOTES

KEY PLAN

1. TEMPORARY SEEDING AND MULCHING, SEE GENERAL NOTE 9

2. CONCRETE WASHOUT

3. CONSTRUCTION ENTRANCE

4. SILT FENCE, SEE GENERAL NOTES 5 & 8

5. COMPOST SOCK, SEE GENERAL NOTES 5 & 8

6. INLET PROTECTION

7. ROLLED EROSION CONTROL PRODUCTS

8. FILTER RING

9. SOIL STOCKPILE AREA

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

2. SEE SHEET CE001 FOR EROSION AND SEDIMENT NOTES.

3. SEE SHEET CE100 FOR GENERAL EROSION CONTROL NOTES.

4. EXISTING CONDITIONS SHOWN INCLUDE CURRENT PROJECT P-235 DESIGN

DOCUMENTS.

5. SILT FENCE MUST BE UTILIZED IN ALL NON-PAVED AREAS. UTILIZE COMPOST

SOCKS IN ALL PAVED AREAS, SEE DETAIL C1 ON SHEET CE502.

6. SITE MUST BE TEMPORARILY STABILIZED IF LEFT IDLE FOR A PERIOD LONGER

THAN 14 DAYS.

7. CONTRACTOR MAY RELOCATE THE CONCRETE WASHOUT TO A LOCATION

APPROVAED BY COR.

8. SILT FENCE OR COMPOST SOCKS MUST BE PLACED AT THE LIMITS OF

DISTURBANCE.

9. TEMPORARY SEEDING AND MULCHING MUST BE STABILIZED WITH NETTING

OR MATTING, SEE DETAIL B2 ON SHEET CE501.

PLAN

NORTH

A1

CE202 CE201

CE203

I S

S U

N

S T

R U

C T

I O

N

CE502

ESC LEGEND

SILT FENCE

A3

CE501

A4

CE502

FILTER RING

CONSTRUCTION ENTRANCE

A1

CE501

12803967

C1

CE501

A1

CE501

A3

CE501

C1

CE502

C3

CE501

B4

CE502

C1

CE502

COMPOST SOCK

A4

CE502

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

MCAS CP

C

L O C

LOC

LOC

L O C

LOC

LOC

L O C

L O C

L O C

L O C

L O C

LOC L

O C

L O C

LOC

L O C

LOC LOC LOC LOC

L O C

L O C

L O C

L O C

L O C

L O C

L O C

LOC

LOC

L O C

L O C

L O C

LOC

L O C

L O C

LOCLOCLOCLOCLOCLOC

LOCLOC

LOC

LOS LOS LOS LOS LOS LOS LOS LOS

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

L O S

LOS

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

LO

S

(SEE GEN.

NOTE 5)

R

I

D

N

E

R I D

N

E

F

L

N

E

FLOW LINE

F

L

N

E

F

L

N

E

F

L

N

E

F

L

N

E

5 6

5 6

5 6

7 7

5 6

5 6

5 6

PLAN

NORTH

I N

T E

R M

E D

I A

O

S I O

N

C

O N

T R

A

N

A

R E

A

CE203

P -2

F

-3

TR

A

IN

IN

G A

N D

S

IM

U

LA

TO

R

F A

C

IL

IT

Y

1305 EXECUTIVE BLVD.

SUITE 160

CHESAPEAKE, VA 23320

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

SCALE: 1" = 30'

P -2

F

-3

TR

A

IN

IN

G A

N D

S

IM

U

LA

TO

R

F A

C

IL

IT

Y

1305 EXECUTIVE BLVD.

SUITE 160

CHESAPEAKE, VA 23320

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

INTERMEDIATE EROSION CONTROL PLAN - AREA 3

SCALE IN FEET

30' 60'

1. RELOCATE CONSTRUCTION ENTRANCE

2. TEMPORARY SEEDING AND MULCHING, SEE GENERAL NOTE 8

3. INLET PROTECTION

4. CONCRETE WASHOUT

5. SILT FENCE, SEE GENERAL NOTES 4 & 7

6. COMPOST SOCK, SEE GENERAL NOTES 4 & 7

7. FILTER RING

8. SOIL STOCKPILE AREA

GENERAL NOTES

WORK NOTES

KEY PLAN

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

2. SEE SHEET CE001 FOR EROSION AND SEDIMENT NOTES.

3. SEE SHEET CE100 FOR GENERAL EROSION CONTROL NOTES.

4. SILT FENCE MUST BE UTILIZED IN ALL NON-PAVED AREAS. UTILIZE COMPOST

SOCKS IN ALL PAVED AREAS, SEE DETAIL C1 ON SHEET CE502.

5. CONTRACTOR MAY RELOCATE CONCRETE WASHOUT TO A LOCATION

APPROVED BY COR.

6. SITE MUST BE TEMPORARILY STABILIZED IF LEFT IDLE FOR A PERIOD LONGER

THAN 14 DAYS.

7. SILT FENCE OR COMPOST SOCKS MUST BE PLACED AT THE LIMITS OF

DISTURBANCE.

8. TEMPORARY SEEDING AND MULCHING MUST BE STABILIZED WITH NETTING

OR MATTING, SEE DETAIL B2 ON SHEET CE501.

PLAN

NORTH

A1

CE202 CE201

CE203

I S

S U

N

S T

R U

C T

I O

N

A1

CE502

C3

CE501

ESC LEGEND

CONSTRUCTION ENTRANCE

SILT FENCE

A1

CE501

A3

CE501

C1

CE501

INLET PROTECTION

C3

CE501

A4

CE502

FILTER RING

12803968

ALL WORK THIS SHEET IS A BID OPTION

PARKING AT BUILDING 286 SITE

COMPOST SOCK

C1

CE502

A3

CE501

C1

CE502

A4

CE502

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

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