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REVISIONS
SYM DATE APPROVED
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INDEX OF DRAWINGS
GENERAL
SHEET NAME NAVFAC DRAWING NO. PAGE SHEET DESCRIPTION DISCLOSURE OF INFORMATION
G-001 60039744 1 COVER SHEET AND INDEX CONTRACTOR SHALL COMPLY AS FOLLOWS:
G-002 60039745 2 GENERAL NOTES A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S
ORGANIZATION ANY UNCLASSIFIED INFORMATION,REGARDLESS OF MEDIUM(E.G.FILM,
TAPE,
EXISTING CONDITIONS RELATED DOTO CUMTHSTCON RACT),PERTAINING,UNLESS-TO ANY PART OF THIS CONTRACT OR ANY PROGRAM
SHEET NAME NAVFAC DRAWING NO. PAGE SHEET DESCRIPTION 1.THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL;
OR
VF100 60039746 3 CIVIL EXISTING CONDITIONS 2.THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF THE
RELEASE.
r
I. CIVIL B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED,
THE MEDIUM TO BE USED,AND THE PURPOSE FOR THE RELEASE.THE CONTRACTOR
SHEET NAME NAVFAC DRAWING NO. PAGE SHEET DESCRIPTION SHALL SUBMIT ITS REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE
THE PROPOSED DATE FOR RELEASE.
C-001 60039747 4 CIVIL GENERAL NOTES,LEGENDS&ABBREVIATIONS
C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT
CD100 60039748 5 CIVIL SITE DEMOLITION PLAN UNDER THIS CONTRACT.SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR
AUTHORIZATION TO RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING
CD101 60039749 6 CIVIL INFILTRATION BASIN DEMOLITION PLAN OFFICER.
CS100 60039750 7 CIVIL SITE PLAN
CG100 60039751 8 CIVIL GRADING&DRAINAGE PLAN FINAL SUBMITTAL r G-001
CG101 60039752 9 CIVIL INFILTRATION BASIN REPAIR PLAN 01-04-2024 1
CG200 60039753 10 CIVIL EROSION CONTROL PLAN DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
CG201 60039754 11 WETLAND RESTORATION PLAN MARINE CORPS BASE
CAMP LEJEUNE, NORTH CAROLINA
C-500 60039755 12 CIVIL DETAILS-1 DES. MRH
REPAIR SWP54
C-501 60039756 13 CIVIL DETAILS-2 DR. ELB & RESTORE WETLANDS
CHK. MRH
dimwit
C-502 60039757 14 CIVIL DETAILS-3 ro�gN�,.�g,',_,,s SUBMITTED BY: MRH COVER SHEET
C-503 60039758 15 CIVIL DETAILS-4 eft 2 ? DESIGN DIR.J. FRANKLIN ORR, PE
3 048980 c APPROVED: PWO OR OICC DATE SIZE CODE (DENT. NO NAVFAC DRAWING NO.
C-504 60039759 16 NCG01 REQUIREMENTS-1 CAPE FEAR ENGINEERING S*i Fs OyEg-y: E 80091 60039744
NC, c14. J` CONST. CONTR.
151 Poole)Rd38 Suite IF Leland,38310451 �'n�;'itommi 0 SATISFACTORY TO: DATE
C-505 60039760 17 NCG01 REQUIREMENTS-2 TEL[phone]FAX[phone] 'JfnnMeTTa`
www.capefearengineering.com I N.C.LICENSE A C-1621 SCALE: NOTED SPEC. 05-23-0009 SHEET 01 OF 17

REVISIONS
SYM DATE APPROVED
GENERAL DESIGN AND CONSTRUCTION NOTES:
1. ANY REFERENCES TO STATE GOVERNMENT, FEDERAL GOVERNMENT, OR INDUSTRY
STANDARDS OR SPECIFICATION MADE HEREIN SHALL FORM A PART OF THE WORK TO THE
EXTENT REFERENCED THERETO AND ALL MATERIALS AND WORKMANSHIP UNDER THIS
CONTRACT SHALL COMPLY WITH OR EXCEED THESE STANDARDS AND REFERENCE. ALL
REFERENCED STANDARDS SHALL BE THE LATEST EDITION.
2. ALL MANUFACTURED EQUIPMENT AND PRODUCTS SHALL BE NEW MATERIALS IN
UNDAMAGED CONDITION AND INSTALLED AS PER MANUFACTURER'S LATEST PRINTED
INSTRUCTIONS,UNLESS SPECIFIED OTHERWISE HEREIN.
3. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF EXISTING FACILITIES EQUIPMENT
FROM DAMAGE DURING INSTALLATION AND TESTING OPERATIONS.
4. NO HAZARDOUS WASTE IS ANTICIPATED ON SITE.HOWEVER,SHOULD IT BE ENCOUNTERED,
CONTRACTOR SHALL TAKE INTO ACCOUNT THE SPECIAL TREATMENT OF ANY HAZARDOUS
WASTE, AS WELL AS THE RELATED ENVIRONMENTAL IMPLICATIONS. COORDINATE WITH
CONTRACTING OFFICER REGARDING AVAILABLE TEST REPORTS ON ANY EXISTING
CONDITIONS. REFER ALSO TO GEOTECHNICAL REPORT WHICH IS AVAILABLE UPON
REQUEST.EVERY EFFORT SHALL BE MADE TO RECYCLE ELIGIBLE MATERIALS, AND THOSE
NOT SUITABLE, SHALL BE DISPOSED OF OFF BASE IN ACCORDANCE WITH THE
REQUIREMENTS OF THE (NCDEQ) NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL
QUALITY.
5. ENSURE THAT ANY DEMOLITION,UTILITY CUT AND CAPPING,AND DEBRIS REMOVAL SERVICE
PERFORMED AT THE BASE IS COMPLETED IN SUCH A MANNER THAT WILL RESTORE A NEAT
AND PROFESSIONAL APPEARANCE OF BASE AREAS.
6. THE FACILITY/AREA SHALL BE CLEANED IN ITS ENTIRETY, INCLUDING EXTERIOR AREAS,
BEFORE BEING RETURNED TO THE GOVERNMENT.
WARRANTY:
1. CONTRACTOR SHALL FURNISH A MINIMUM ONE YEAR WARRANTY AGAINST DEFECTS IN
MATERIAL AND WORKMANSHIP STARTING ON THE BENEFICIAL OCCUPANCY DATE.
GENERAL INFORMATION:
1. THE CONTRACTOR SHALL PROVIDE ALL MANAGEMENT, TOOLS, SUPPLIES, EQUIPMENT,
LABOR, AND APPLICABLE LICENSES AND PERMITS NECESSARY TO COMPLETE
REQUIREMENTS WITHIN. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE
STATEMENT OF WORK AND SUBJECT TO THE TERMS AND CONDITIONS OF THE CONTRACT
AND IN ACCORDANCE WITH(UFC)UNITED FACILITIES CRITERIA, UNIFIED FACILITIES GUIDE
SPECIFICATIONS (UFGS), THE INTERNATIONAL BUILDING CODE (IBC), INTERNATIONAL
PLUMBING CODE(IPC),NATIONAL ELECTRICAL CODE(NEC),NATIONAL ELECTRICAL SAFETY
CODE(NESC), NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), EPA 402-K-01-001 (2008),
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT), NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY(NCDEQ), BASE DESIGN AND CONSTRUCTION
STANDARDS INCLUDING BASE EXTERIOR ARCHITECTURAL PLAN (BEAP), AND ALL OTHER
APPLICABLE CODES.
WORKING CONDITIONS:
1. THE BEQS AND ON-SITE FACILITIES ARE TO REMAIN OCCUPIED THROUGH OUT
CONSTRUCTION.CONTRACTOR SHALL ENSURE ACCESS TO ALL FACILITIES IS MAINTAINED
AS NECESSARY FOR OCCUPATION AND USE.
2. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO INSURE THAT OPERATIONS ARE
CONDUCTED IN A MANNER AS TO MINIMALLY INTERFERE WITH THE NORMAL OPERATIONS
OF THE BASE AND THE SAFETY AND CONVENIENCE OF THE BASE PERSONNEL. THE
CONTRACTOR SHALL COORDINATE UTILITY OUTAGES WITH THE APPROPRIATE BASE
UTILITY SERVICE OFFICE AND THE USER.
GENERAL PROJECT NOTES:
1. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS,QUANTITIES AND SQUARE
FOOTAGES. ALL DIMENSIONS, QUANTITIES AND SQUARE FOOTAGES INCLUDED ARE
APPROXIMATIONS. CONSTRUCTION AND DEMOLITION SHALL BE IN STRICT ACCORDANCE
WITH THE BASE DESIGN AND CONSTRUCTION STANDARDS. THE INFORMATION PROVIDED IN
THE STATEMENT OF WORK(SOW),THE PROVIDED DRAWINGS,AND THE REQUIREMENTS OF
THE BASE DESIGN AND CONSTRUCTION STANDARDS SHALL BE DETERMINED TO BE THE
MINIMUM STANDARDS REQUIRED IN THIS PROJECT.
2. THE CONTRACTOR SHALL VIDEO ALL AREAS IN WHICH WORK SHALL OCCUR PRIOR TO
STARTING WORK TO INCLUDE INTERIOR AND EXTERIOR JOB SITE AND SURROUNDING AREA.
UFC'S TAKE PRECEDENCE OVER ALL STANDARDS, CODES AND BASE DESIGN STANDARDS
AND REQUIREMENTS THAT PERTAIN TO THE WORK WITHIN THIS SOW.
3. DURING CONSTRUCTION,THE CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE EXISTING
STRUCTURES, ETC. THAT WILL NOT BE REPLACED AS PART OF THIS CONTRACT.
CONTRACTOR SHALL BE RESPONSIBLE FOR THE TEMPORARY SUPPORT OF ALL DEVICES AS
REQUIRED TO PERFORM WORK. ANY DEMOLITION WORK THAT NEEDS TO BE
ACCOMPLISHED TO COMPLETE THE CONTRACT IS THE RESPONSIBILITY OF THE
CONTRACTOR. ALL MATERIAL SHALL BE INSTALLED PER MANUFACTURERS'
RECOMMENDATIONS. ALL ITEMS LISTED IN THE SOW ARE TO BE SUPPLIED AND INSTALLED
BY THE CONTRACTOR UNLESS OTHERWISE NOTED.
4. A PRE-CONSTRUCTION MEETING WILL BE HELD AT THE BASE TO INCLUDE THE CONTRACTOR
AND GOVERNMENT REPRESENTATIVES. THE GOVERNMENT SHALL SET UP THIS MEETING
WITH THE CONTRACTOR AND GOVERNMENT REPRESENTATIVES, TO DISCUSS ALL
PERTINENT PROJECT REQUIREMENTS,AS WELL AS ANY OTHER CONSTRUCTION ISSUES THE
CONTRACTOR MAY HAVE. ALL FINISHES SHALL BE PRESENTED TO THE CONTRACTING
OFFICER AS ONE SUBMITTAL FOR SELECTION AND APPROVAL PRIOR TO INSTALLATION. ALL
MATERIAL THAT COULD BE DISCONTINUED SHALL BE ON-SITE,I.E.CARPET AND TILE PRIOR
TO STARTING PROJECT SO THERE WILL BE NO DIFFERENCE IN COLOR.
5. WHERE SPECIFIC PART NUMBERS OR MANUFACTURER'S ARE REFERENCED, IT SHALL BE
UNDERSTOOD THAT THE CONTRACTOR MAY SUBMIT A PROPOSED EQUAL.
6. THE TERM "SHALL" WHERE USED IS EQUIVALENT TO"MUST". ALL WORK AND MATERIALS
NOTED ARE NEW UNLESS NOTED OTHERWISE.
7. THE TERM"INSTALL"WHERE USED IS EQUIVALENT TO"PROVIDE", (FURNISH AND INSTALL
COMPLETE).
SEE DISCLOSURE OF INFORMATION STATEMENT ON SHEET G-001
FINAL SUBMITTAL G-002
01-04-2024
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
CAMP LEJEUNE, NORTH CAROLINA
DES. MRH REPAIR SWP54
DR. ELB & RESTORE WETLANDS
CHK. MRH
N111111/IIIIII
,y6 0-8Rp SUBMITTED BY: MRH GENERAL NOTES
eft Sirp ����' DESIGN DIR.J. FRANKLIN ORR, PE
y?
E. APPROVED: PWO OR OICC DATE SIZE CODE (DENT. NO NAVFAC DRAWING NO.
048980 yy • 60039745
CAPE FEAR ENGINEERING �.. POI"01 Prg/L E 1 80091
151 Poole Rd.Suite 1001 Leland,NC,28451 %�ay.�INE�,o 4i• CONST. CONTR.
TEL[phone] FAX[phone] /p41q Nt;l NIN�� SATISFACTORY TO: DATE
www.capefearengineering.com I N.C.LICENSE k C-1621 SCALE: NOTED SPEC. 05-23-0009 SHEET 02 OF 17

REVISIONS
I CIS SYM DATE APPROVED
1
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1 11111 ,',',1�1., GENERAL SHEET NOTES
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1 ENGINEERING,INC.(PROJECT NO.G2023-158)DATED 07/31/2023 FOR
I I I1I I EXISTING SOILS INFORMATION.
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I I '5)I SEE DISCLOSURE OF INFORMATION STATEMENT ON SHEET G-001
I IIII
1 FINAL SUBMITTAL
VF100
11111 1
I1h1 1/ . 01-04-2024
n III I DEPARTMENT OF THE NAVY NAVAL FACIUTIES ENGINEERING COMMAND
I III, /
MARINE CORPS BASE
CAMP LEJEUNE, NORTH CAROLINA
DES. MRH REPAIR SWP54
DR. ELB & RESTORE WETLANDS
PLAN
1 CIVIL EXISTING CONDITIONS er_
CHIC. MRH
NORTH �xUN61Nny
.RN C,aRO! SUBMITTED BY: MPH
s •
ro� �gs/o•1 :,
%'.," CIVIL EXISTING CONDITIONS
=2 .; DESIGN DIR.J. FRANKLIN ORR, PE
1"=30' il APPROVED: PWO OR OICC DATE SIZE CODE (DENT. NO NAVFAC DRAWING NO.
0 s 30 so' 90' 3_c)
p46pe� 60039746
CAPE FEAR ENGINEERING P ,: EI 80091
',-,,,PpIN ,,? CONTT. CONTR.
SCALE:1"=30'-0" 151 Poole Rd.suite too Leland,NC,28451 �'.s ygF174 NO,<- SATISFACTORY TO: DATE
TEL[phone]I FAX[phone] !l'MUNN&
www.capefearengineering.com 1 N.C.LICENSES C-1621 SCALE: NOTED SPEC. 05-23-0009 SHEET 03 OF 17

REVISIONS
CIVIL GENERAL NOTES: 3. CONSTRUCT STRUCTURAL SCMS INCLUDING BUT NOT SYM DATE APPROVED
LIMITED TO SEDIMENT TRAPS, SEDIMENT BASINS,
1. REFER TO THE PROJECT SPECIFICATIONS IN ALL 4. DEDICATED DEMOLITION AND OTHER WASTE OUTLET STRUCTURES, AND SKIMMER DEWATERING LEGEND: EXISTING DEMOLISHED
SITUATIONS. BRING CONFLICTS BETWEEN PROJECT AREAS/EARTHEN MATERIALS STOCKPILES MUST BE DEVICES.
SPECIFICATIONS AND PLANS TO THE ATTENTION OF THE LOCATED AT LEAST 50' FROM STORMDRAINS OR FEATURES: FEATURES:
CONTRACTING OFFICER AND/OR ENGINEER FOR STREAMS. 4. BRING SITE TO FINAL GRADE. SPREAD STOCKPILED PROJECT BOUNDARY
RESOLUTION.ALL MATERIALS AND WORKMANSHIP MUST TOPSOIL OVER DISTURBED AREAS AFTER VERTICAL
CONFORM TO THE PROJECT SPECIFICATIONS. 5. REPORT ANY UNSUITABLE SOILS,CONTAMINATED SOILS, CONSTRUCTION IS COMPLETE. FENCE -xxx- -x-x-x- ABBREVIATIONS
AND BURIED CONCRETE AND DEBRIS TO THE
2. EXISTING UTILITY INFORMATION IS NOT TO BE RELIED CONTRACTING OFFICER. 5. INSPECT AND MAINTAIN ALL EROSION CONTROL STORM PIPE -SD +-F-a-t-.+sU-
ON AS BEING EXACT OR COMPLETE. LOCATION, DEVICES EVERY 7 DAYS AND AFTER EACH SIGNIFICANT A/C AIR CONDITIONER
VERIFICATION, SUPPORT AND PROTECTION OF ALL 6. CONTRACTOR MUST SEQUENCE DEMOLITION OF STORM RAINFALL EVENT(1.0"OR GREATER). STORM PIPE FOR CLEARING fI� +SDI ATFP ANTI TERRORISM FORCE PROTECTION
ABOVE GROUND AND UNDERGROUND UTILITIES TO SEWER TO ENSURE ALL SYSTEMS REMAIN ONLINE AND C.C.T.V INSPECTION BLDG BUILDING
REMAIN IN PLACE, INCLUDING ANY UTILITIES NOT DURING WORK. CONTRACTOR MUST PROVIDE 6. PLACE TEMPORARY SEEDING, INCLUDING MULCHING BMP BEST MANAGEMENT PRACTICE
INDICATED ON CONTRACT DRAWINGS IS REQUIRED.ANY TEMPORARY CAPS AND PLUGS FOR SEQUENCING OF AND CRIMPING, IN ALL AREAS THAT ARE TO BE LEFT DROP INLET/CATCH BASIN C6 BW BARBED WIRE
CONFLICTS OR DISCREPANCIES MUST BE BROUGHT TO DEMOLITION AND NEW WORK. IDLE FOR MORE THAN 14 DAYS. C&G CURB AND GUTTER
THE CONTRACTING OFFICER'S AND/OR ENGINEERS CONTOURS - - 7 - + + + + + CB CATCH BASIN
ATTENTION IMMEDIATELY. CAPE FEAR ENGINEERING 7. UNDERGROUND UTILITIES SHOWN ON THE DEMOLITION 7. PERMANENT GRASS MUST BE INSTALLED PER PROJECT + + + + + CC CONCRETE CURB
HAS NOT PHYSICALLY LOCATED ANY UNDERGROUND PLANS MAY EXTEND FURTHER THAN SHOWN. SPECIFICATIONS FOR ALL AREAS AT FINAL GRADE AND VEGETATION LINE wi / CI CURB DROP INLET
UTILITIES. CONTRACTOR IS RESPONSIBLE FOR COMPLETE IN SEASON. FERTILIZE, WATER AND REPLACE AS CJ CONTRACTION JOINT
REMOVAL OF UTILITIES WITHIN THE ENTIRE PROJECT REQUIRED TO ESTABLISH A VIGOROUS STAND OF RIP RAP � ,L,, , u-, CLF CHAIN LINK FENCE
3. PRIOR TO ANY EXCAVATION,CONTRACTOR MUST HAVE SITE UNLESS OTHERWISE NOTED. GRASS. TEMPORARY IRRIGATION MAY BE REQUIRED CMH COMMUNICATION MANHOLE
THE EXISTING UNDERGROUND LINES MARKED ON THE UNTIL GRASS IS FULLY ESTABLISHED. STORMDRAIN JUNCTION BOX D °D D CONC CONCRETE
GROUND SURFACE IN THE AREAS OF CONSTRUCTION. SIGNAGE,STRIPING,AND MARKING NOTES: IV D/B DESIGN/BUILD
POTHOLE AND PHYSICALLY VERIFY DEPTH AND 8. AFTER COMPLETION OF CONSTRUCTION AND THE SITE WETLANDS ;"- - DCJ DOWELED CONSTRUCTION JOINT
LOCATION OF ALL UTILITY LINES IN THE WORK AREA 1. THE CONTRACTOR IS RESPONSIBLE FOR ALL IS STABILIZED, REMOVE ALL ACCUMULATED SEDIMENT N DI DROP INLET
THAT REQUIRE COORDINATION WITH WORK ITEMS. PEDESTRIAN AND VEHICULAR TRAFFIC DETOURS AND FROM SILT FENCE AND OTHER EROSION CONTROL DPW DEPARTMENT OF PUBLIC WORKS
POTHOLE VERIFICATION MUST BE DONE WELL IN MUST USE APPROPRIATE SIGNAGE AND BARRICADES IN MEASURES. GRASS THESE AREAS IMMEDIATELY AND SURVEYCONTROL POINT Q DUMP DUMPSTER
ADVANCE OF ACTUAL WORK SO THAT POTENTIAL ACCORDANCE WITH ALL BASE, STATE, AND FEDERAL REMOVE ALL EROSION CONTROL MEASURES. E EAST
UTILITY CONFLICTS CAN BE VERIFIED AND RESOLVED REQUIREMENTS. LEVEL SPREADER I I EHH ELECTRICAL HANDHOLE
WITHOUT CAUSING SCHEDULE DELAYS. 9. REMOVE ACCUMULATED SEDIMENT AND DEBRIS FROM EG EXISTING GAS
2. ALL ROAD AND LANE CLOSURES MUST BE REQUESTED WET SWALE. RESHAPE WET SWALE AS NECESSARY TO SOIL 11IIIIII1I1-111 1
II I11=III=III=III=11E EJ EXPANSION JOINT
4. PROTECT ALL EXISTING STRUCTURES, TREES, AND APPROVED BY THE CONTRACTING OFFICER PRIOR RESTORE DESIGN GEOMETRY.INSTALL FINAL LAYER OF ELEC ELECTRIC
PAVEMENT, UTILITIES, AND OTHER PROPERTY UNLESS TO CLOSING OF ANY ROADWAYS. TOPSOIL AND WETLAND PLANTINGS. REMOVE -iiiv EMH ELECTRICAL MANHOLE
THEY ARE TO BE DEMOLISHED. ANY PROPERTY NOT TEMPORARY SKIMMER AND INSTALL FINAL DRAWDOWN BUILDING / / EL ELEVATION
AUTHORIZED FOR REMOVAL, BUT DAMAGED BY THE 3. ALL ROAD CLOSURES MUST BE SUBMITTED TO THE PIPE WITH WIRE SCREEN. PROVIDE PERMANENT Z777X FDC FIRE DEPARTMENT CONNECTION
CONTRACTOR MUST BE RESTORED BY THE CONTRACTING OFFICER A MINIMUM OF 15 DAYS PRIOR SODDING FOR ALL AREAS NOT RECEIVING WETLAND FES FLARED END SECTION
CONTRACTOR TO THEIR PRE-CONSTRUCTION TO THE REQUIRED DATE OF CLOSURE AND MUST PLANTS. ASPHALT // 7 FFE FINISH FLOOR ELEVATION
CONDITION OR BETTER AT NO ADDITIONAL EXPENSE TO INCLUDE A TRAFFIC CONTROL PLAN IN ACCORDANCE FL FLOW LINE
THE OWNER. WITH MUTCD AND EM 385-1-1. CONCRETE a `p: ' 4 4 GFGI GOVERNMENT FURNISHED,GOVERNMENT INSTALLED
5. MAKE EVERY EFFORT TO SAVE PROPERTY IRONS, 4. ALL TRAFFIC CONTROL METHODS AND DEVICES, BOTH WATER LINE ----w HW HEAD WALL
IE INVERT ELEVATION
MONUMENTS, OTHER PERMANENT POINTS AND LINES TEMPORARY AND PERMANENT, MUST BE IN LP LIGHT POLE
OF REFERENCE AND CONSTRUCTION STAKES. ACCORDANCE WITH THE U.S. DEPARTMENT OF LEGEND: PROPOSED UNDERGROUND STEAM -----UST- LSA LANDSCAPE STONE
PROPERTY IRONS, MONUMENTS, AND OTHER TRANSPORTATION FEDERAL HIGHWAY FEATURES: OVERHEAD ELECTRIC of MAT MATERIAL
PERMANENT POINTS OF REFERENCE DESTROYED BY ADMINISTRATION'S "MANUAL ON UNIFORM TRAFFIC MH MANHOLE
THE CONTRACTOR MUST BE REPLACED AT THE CONTROL DEVICES" (MUTCD), MOST RECENT EDITION MOF METAL ORNAMENTAL FENCE
CONTRACTOR'S EXPENSE. AND THE NORTH CAROLINA DEPARTMENT OF STORMDRAIN PIPE FORCEMAIN -FM MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
TRANSPORTATION(NCDOT). N NORTH
6. WORK PERFORMED UNDER THIS CONTRACT MUST NOT STORMDRAIN INLET . SANITARY SEWER ----ss NCDEQ NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
IMPACT THE OPERATION OF ANY ADJACENT 5. ANY EXISTING PAVEMENT MARKINGS IN THE VICINITY OF NCDOT NORTH CAROLINA DIVISION OF TRANSPORTATION
PROPERTIES UNLESS A UTILITY OUTAGE HAS BEEN THE PROJECT LIMITS THAT ARE DAMAGED DURING FLARED END SECTION UNDERGROUND POWER -UP NE NORTHEAST
APPROVED IN ADVANCE. CONSTRUCTION MUST BE REPAIRED OR REPLACED TO NIC NOT IN CONTRACT
THE CONTRACTING OFFICERS SATISFACTION. PROPOSED CONTOURS 9.0 UNDERGROUND COMM uc NOAA NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION
7. SEQUENCE WORK AS NECESSARY TO ENSURE THAT ALL NW NORTHWEST
UTILITY SERVICES, INCLUDING FIRE HYDRANTS,REMAIN STORMWATER AND GRADING NOTES: SPOT ELEVATIONS .,-9.70EX .9.40 GAS SERVICE ----G
PNG PIEDMONT NATURAL GAS
OPERATIONAL DURING CONSTRUCTION. 1. ALL CUT OR FILL SLOPES MUST BE 3:1 OR FLATTER TEMPORARY CONS.ENTRANCE �.i g•_�.�.�:1 LIGHT POLE PPT PHYSICAL
PHYSICA POWER POLE
8. RESTORE ANY ACCESS ROADS AND STAGING AREAS UNLESS OTHERWISE NOTED. PVC POLYVINYL CHLORIDE
USED BACK TO THEIR PRE-CONSTRUCTION CONDITION INLET PROTECTION TELECOM PEDESTAL 0 RCP REINFORCED CONCRETE PIPE
OR BETTER. VEGETATE ALL DISTURBED AREAS IN 2. DURING CONSTRUCTION, PERFORM GRADING IN A R.S. ROUGH SAWED
ACCORDANCE WITH THE PROJECT SPECIFICATIONS. MANNER AND SEQUENCE THAT WILL PROVIDE PROPER LIMITS OF DISTURBANCE _----LOD- POST INDICATOR VALVE 0 S SOUTH
DRAINAGE AT ALL TIMES. o ov�U SCM STORMWATER CONTROL MEASURE
9. TAKE ADEQUATE PROTECTIVE MEASURES TO ENSURE RIP RAP WATER VALVE 1><1SD STORMDRAIN
THAT EXISTING PAVEMENT SURFACES ARE NOT 3. ADJUST AND/OR CUT EXISTING PAVEMENT AS SDMH STORM DRAIN MANHOLE
DAMAGED FROM TRACKED CONSTRUCTION EQUIPMENT NECESSARY TO ASSURE A SMOOTH FIT AND TEMPORARY SILT FENCE ----NSF----NSF- FIRE HYDRANT SE SOUTHEAST
OR ANY OTHER POSSIBLE SOURCE WHEN EQUIPMENT IS CONTINUOUS GRADE. SEP SEPARATION
BEING MOVED. REPAIR ANY PAVED AREAS DAMAGED LEVEL SPREADER BOLLARD
SMH SANITARY SEWER MANHOLE
DURING CONSTRUCTION TO THEIR PRE-CONSTRUCTION 4. ALL STORM PIPE MUST BE CLASS III REINFORCED STA STATION
CONDITION OR BETTER. CONCRETE PIPE(RCP), UNLESS OTHERWISE NOTED ON SEDIMENT CHAMBER WALL ELECTRICAL MANHOLE
STY STORY
THE PLANS. SW SOUTHWEST
10. EXISTING PAVEMENTS AND ALL OTHER AREAS SILT FENCE ROCK OUTLET 0.0.��*
TREE TC TOP OF CURB
ADJACENT TO THE SITE MUST BE KEPT CLEAN AT ALL 5. UPON THE COMPLETION OF CONSTRUCTION AND SITE SAND FILL(ASTM C-33) TD TRENCH DRAIN
TIMES.DO NOT ALLOW BUILD UP OF SOIL,MUD,DUST OR STABILIZATION, ALL NEW PIPES AND EXISTING PIPES 1' CD
TE THICKENED EDGE
OTHER DEBRIS. IMPACTED BY CONSTRUCTION MUST BE CLEANED TO CLAY FILL TEJ THICKENED EDGE EXPANSION JOINT
REMOVE ALL ACCUMULATED SILT, SEDIMENT AND THH TELECOMMUNICATION HANDHOLE
11. CONTRACTOR IS RESPONSIBLE FOR ALL SURVEYING DEBRIS. CONCRETE I a aI TMH TELECOMMUNICATION MANHOLE
AND STAKING TO COMPLETE THE WORK. TRANS TRANSFORMER
6. ALL STORM PIPE ENTERING STRUCTURES (NEW AND TURF REINFORCEMENT MAT V//////A TSB TEMPORARY SEDIMENT BASIN
12. ANY AND ALL MATERIAL QUANTITIES INDICATED ON THIS EXISTING)MUST BE CUT FLUSH TO INSIDE OF THE BOX TYP TYPICAL
PLAN SET ARE FOR REFERENCE ONLY. CONTRACTOR AND GROUTED TO ASSURE CONNECTION AT GEOWEB WITH GRAVEL INFILL
-1 UG UNDERGROUND
MUST VERIFY ALL MATERIAL QUANTITIES SHOWN. STRUCTURE IS WATER TIGHT; MAXIMUM PROTRUSION UNK UNKNOWN
MUST BE 6 INCHES. SIGN USCS UNIFIED SOIL CLASSIFICATION SYSTEM
13. KEEP REDLINE MARK-UPS OF ANY CHANGES MADE FROM W WEST
THE APPROVED PLAN AND PROVIDE COPY OF REDLINES 7. ALL STORMWATER STRUCTURES IN PAVED AREAS MUST BOLLARD • W/BW WITH BARBED WIRE
TO ENGINEER UPON PROJECT COMPLETION. BE FLUSH WITH PAVEMENT AND BE HEAVY-DUTY WV WATER VALVE
TRAFFIC RATED. WW WING WALL
14. THERE ARE POTENTIAL JURISDICTIONAL WETLANDS IN
THE VICINITY OF THE PROJECT AREA. A MINIMUM 50-FT EROSION CONTROL NOTES:
BUFFER SHALL BE MAINTAINED.
1. TOTAL DISTURBED AREA IS 1.94 ACRES. A LAND
EXISTING CONDITION NOTES: DISTURBANCE PERMIT MUST BE OBTAINED FROM
1. SEE SHEET VF100 FOR EXISTING CONDITIONS AND NCDEQ PRIOR TO ANY LAND DISTURBING ACTIVITIES. SYMBOL LEGEND:
IDENTIFICATION NUMBER
SURVEY INFORMATION.
2. CONTRACTOR IS RESPONSIBLE FOR NCGO1
REQUIREMENTS INCLUDING SUBMITTAL OF ELECTRONIC
OFFSITE BORROW AREA NOTES NOTICE OF INTENT(ENOI)TO OBTAIN CERTIFICATE OF DETAIL m SHEET#FOR
COVERAGE (COC) AND ASSOCIATED FEES, INCLUDING REFERENCE MP SECTION/DETAIL
1. CONTRACTOR IS RESPONSIBLE FOR ENSURING OFFSITE ANNUAL RENEWAL. CONTRACTOR SHALL COORDINATE
BORROW AREA HAS AN APPROVED EROSION CONTROL WITH CONTRACTING OFFICER FOR SUBMITTAL OF ENOI
PERMIT AND APPROPRIATE MEASURES IN PLACE PRIOR PRIOR TO PERFORMANCE OF ANY LAND DISTURBING IDENTIFICATION NUMBER
TO LAND DISTURBING ACTIVITY. ACTIVITIES. SECTION
L___ __ m SHEET#FOR
2. NO BORROW MATERIALS ARE AVAILABLE ON 3. ALL EROSION AND SEDIMENT CONTROL MEASURES SECTION/DETAIL
GOVERNMENT PROPERTY. MUST BE IN ACCORDANCE WITH THE NORTH CAROLINA
SEDIMENTATION AND EROSION CONTROL DESIGN
DEMOLITION PLAN NOTES: MANUAL(LATEST EDITION). VIEW TITLE
1. LOCATE UNDERGROUND UTILITIES AND COORDINATE 4. DIMENSIONS AND GRADES SHOWN ON THE PLANS MUST
DEMOLITION AND/OR RELOCATION WORK.SPECIFICALLY BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO OVIEW TITLE
TAKE EXTRA CAUTIONARY MEASURES TO PREVENT CONSTRUCTION. NOTIFY THE ENGINEER IN WRITING IF 1"=30'
DISRUPTION OF ANY TELECOM FIBER IN THE PROJECT DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH SEE DISCLOSURE OF INFORMATION STATEMENT ON SHEET G-001
AREA. ONCE LOCATED THE FIELD, POSITIVE CONSTRUCTION FOR NECESSARY PLAN OR GRADE FINAL SUBMITTAL C-001
VERIFICATION BY POTHOLING IS REQUIRED. REPORT CHANGES. SCALE
ANY CONFLICTS OR DISCREPANCIES TO ENGINEER. DETAIL TITLE
5. PROVIDE POSITIVE DRAINAGE AWAY FROM THE SITE AT 01-04-2024
IDENTIFICATION
2. LIMITS OF DEMOLITION AND DIMENSIONS ARE SHOWN ALL TIMES. NUMBER DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
O SCA�eTLE
FOR GENERAL REFERENCE. CONTRACTOR MUST BENOT� DETAIL
RESPONSIBLE FOR REMOVAL OF ALL ITEMS, INCLUDING SEQUENCE OF LAND DISTURBANCE: �� MARINE CORPS B A S E
SCALE CAMP LEJEUNE, NORTH CAROLINA
ALL EXCAVATED MATERIALS NECESSARY TO COMPLETE
WORK WITHIN THIS CONTRACT. 1. PRECONSTRUCTION CONFERENCE TO BE HELD PRIOR DES. MRH REPAIR SWP54
TO THE BEGINNING OF WORK. DR. ELB & RESTORE WETLANDS
3. WHERE ASPHALT/CONCRETE DEMOLITION IS REQUIRED, CHK. MRH
2. DETERMINE AND MARK LIMITS OF DISTURBANCE. .�`gNF,.„FrROe, SUBMITTED BY: MRH CIVIL GENERAL NOTES, LEGENDS,AND
USE A SAW CUT AT THE LIMITS OF DEMOLITION OR �e` Oq ,i
NEAREST JOINT TO OBTAIN A CLEAN VERTICAL EDGE. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AND eft a`.o�` ,.S9/p x?.'a
TEMPORARY SILT FENCE AND SILT FENCE ROCK a2 �9 y DESIGN DIR.J. FRANKLIN ORR, PE ABBREVIATIONS
OUTLETS. Q48980 APPROVED: PWO OR OICC DATE SIZE CODE IDENT. NO NAVFAC DRAWING NO.
CAPE FEAR ENGINEERING %'• F01-af P 5' 60039747
S/04 10f`)a' E 1 80091
151 Poole Rd.Suite 100 I Leland,NC,28451 iy Fl R. Ode SATISFACTORY TO: DATE CONST. CONTR.
TEL[phone]I FAX[phone] ''n itioiN,N•
www.capefeerengineering.com I N.C.LICENSE#C-1621 SCALE: NOTED SPEC. 05-23-0009 SHEET 04 OF 17

REVISIONS
I II SYM DATE APPROVED
I
1
II II "I�11 GENERAL SHEET NOTES
1 °o
1 d1 c�' 1. SEE SHEET C-001 FOR GENERAL NOTES,LEGEND AND ABBREVIATIONS.
° I'I 1 2. PRIOR TO BEGINNING ANY OTHER WORK,CONTRACTOR MUST CLEAN STORMDRAIN
11 '11I III OF ALL SEDIMENT AND DEBRIS.CONTRACTOR SHALL ASSUME 75%BLOCKAGE IN
IU ALL PIPES.ALL MATERIAL SHALL BE DISPOSED OF OFF BASE DAILY.
III �I,1� 3. AFTER CLEANING STORMDRAIN PIPES,CONTRACTOR TO PROVIDE C.C.T.V OF
1 STORMDRAIN.DRIVEWAY/ROADWAY CULVERTS WITH NO CONNECTING
II I STRUCTURES DO NOT APPLY.CONTRACTOR MUST PROVIDE PLAN WITH C.C.T.V.
I RESULTS THAT CLEARLY LABELS STORM STRUCTURES AND THE BEGINNING/END
III III J� OF EACH VIDEO SEGMENT.
— — 0 1 \ I 4. C.C.T.V FILES SHOULD BE CLEARLY NAMED TO CORRESPOND TO PROVIDED
j _ — — — /_/ TYP 0 / 11 MARKUP.C.C.T.V.SHOULD RECORD AND DISPLAY DISTANCE TRAVELED.C.C.T.V.
11'
i / _ / nP/ = IIIII, 111111 I MUST RECORD 360 DEGREES OF ALL PIPE JOINTS AND STRUCTURE CONNECTIONS
FM-----FM-- / / � / /0 \ 1� � — — - I 1 AS WELL AS ANY OTHER VISIBLE CRACKS,DEFLECTIONS,OTHER DEFICIENCIES.
�� _ --- _=-- .xSG.��zr._,:.�- � \ \`� I JI\II111\ \ ,\ \ __ Ilo
— — _ _
____, _zss ,w-- / zzeo_ �ry66i/ 7hC -dn- \ ,�� - \ / / \� \ �\ �\ �0- - O
„ MARKINGS WITHIN THE WORK AREA WILL BE REMOVED.SEE KEYNOTE#5 BELOW.
j — `/ \ / ^, I ^ _ do z_ FM \ \ — yz9 /
zss� zT.- dn__ __ s 3 1 6. ANY VEHICLES, TRAILERS, STORAGE CRATES, CONNEX BOXES, ETC. WITHIN THE
:Trri
,y / {� - \ 26.6' G�. \ / 26.0_ -\ _fin-=- -FM-- y= 25•.5 j L 5
w w ��% / m' ___=N§ _-.g`_ �SypQ� yp \ zss- 1 dn-=�6"� _ o art - �2aabP \�FM m ? 'rM— M-=dam, WORK AREA WILL BE REMOVED/RELOCATED BY GOVERNMENT PRIOR TO
x6o' -G v x6° \\ / �\ /`z6o ' \w -d - w i x6s�_w =rs_ _N 9& dT� n I i CONTRACTOR STARTING WORK.NOT SHOWN FOR CLARITY.
/ ,z5s I l I / / +7-1-�7�s1D( +H+-fs0H+lleal THOROUGHLY/ — ( i .'1� o 7. IT IS POSSIBLE THAT ADDITIONAL UTILITY STRUCTURES, BOLLARDS, ETC. ARE
;mil o — — ss- s ;''pli jll
Q zs 1 LOCATED WITHIN PROJECT AREA CONTRACTOR TO HOROUGHL REVIEW
I UP 25.5 C-� zs \ Q x 'ate II 1'ill11 EXISTING CONDITIONS PRIOR TO SUBMITTING BID.
// \ xg6 25.6 // \ Ti 0 O �` +$1. J 0 I
�'- H o 8. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS WHEN CLEARING,
Ia _ / 4 4 vrat TYP TYP t x. A- e5 Ir of '5
u 2s.o. \a I 0�' ''� © ,•S,I I I I°1 GRUBBING,OR GRADING OVER TOP OF OR IN THE VICINITY OF EXISTING UTILITIES
- )"" 1/� \ 11 II 0J�0 - BUILDING TYP \ j - I I I TO ENSURE NO DAMAGE OCCURS TO EXISTING INFRASTRUCTURE.
�"y-wr I -UP , sss 4 0 BB137 � v •
1 1 • I I I I I II
/ \
�- 9" \,0 !, k1 A. s a . I III` 1
'�� I TYP I I- v UP �s
�w\\ I / Gnu!`; N __,
0
SHEET KEYNOTES
ill
3 \, ° , \A \ z.0 1,_ �] G y \. 1 III 1 1. CLEAN PIPE OF ALL SEDIMENT AND DEBRIS.PROVIDE C.C.T.V.(SEE NOTES ABOVE)
"y m ®- 1+ i I �DI ® H+H�6� /
iI Hi
y e t ' +1 5 I Sbf H+I 1 $3 ... H+Hi�SID .":. 1'�I F�DI "+ \ �p }H \� Q 1 1 I. IIIID
• c 0 I r. +� �d J a 2. FOR ALL STORMDRAIN INLETS;REMOVE ALL SEDIMENT,VEGETATION,AND DEBRIS
N TYP X T \' G �A\ �\ = Y 1 I 1 1 FROM ON TOP OF AND WITHIN STRUCTURES.FOR INLETS IN UNPAVED AREAS,
''''/
0 c- \ p,s; / 1 1 11 I\ REMOVE ADDITIONAL VEGETATION AND SEDIMENT AROUND THE INLET AS
,Ok y- 15' �" ' TYP UP u UP UP NECESSARY TO PROVIDE POSITIVE DRAINAGE.
�� v P' / I1I1
t �8 � 1`: II II11 0
r y �� I I' BUILDING r I 4 1 I I 1 3. REMOVE CONCRETE CURB AND GUTTER COMPLETE.
N's C BB137 / \ —ass_ a
▪ 9" �>41% - 9" 9,0- 1 I y4i\ , •/ \ -.�Q S ` ,. I1 \111 1 4. REMOVE CONCRETE SIDEWALK TO NEAREST JOINT.
)'" Syr ,� r \ , • i K ass IIII 11x 1
m
I I t •. ,, "`© I 11 1 5. "BLACKOUT"PAVEMENT MARKINGS
•
n v vI \I /
9" :' Gn k• �� TYP 1 1 11172:011111
6. REMOVE CONCRETE FLUME
vv vtI ' . I I ® I4H+1-}s13H '1 H+BDI I I I H+Ht-3 i HIE /' � p \ '1 \ \ / o •\ k 17. CONTRACTOR RESPONSIBLE FOR SELECTIVE TREE REMOVAL AND/OR CLEARING
t JQ dk\h I --uP GRUBBING,AND TREE LIMBING AS REQUIRED FOR TIE GRADING AND TO PROVIDE
L tN w u; h ° N1I11 UNOBSTRUCTED VERTICAL CLEARANCE ABOVE PROPOSED DRIVE ISLE.
�� I e- UP UP up -UP UP fj+� UP I 2 1 8, REMOVE/DEMOLISH EXISTING STORMDRAIN PIPE AND FLARED END SECTION.PIPE
�d.\\\ -/ \\ 1 \ \\ \ _-uP j 1 j 1 111 1 I SHALL BE CAPPED AND SEALED AT EXISTING DROP INLET.
�� - CA \ I I ,I1111I II1dn 1
�\ oc I 11 111 1 9. REMOVE/DEMOLISH EXISTING TREE.
11������ I/ 'uz\so I \ 4 \$ 1 1 111 11 III 11
) (/ I =.
r 23.5 \ I V
s \ u �� HRH+sa rrA+�to4\-FHO\ 1
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I' 1 SEE DISCLOSURE OF INFORMATION STATEMENT ON SHEET G-001
' II 1 I 1
FINAL SUBMITTAL
1111, 1 CD100
II 1 U 01-04-2024
,911, DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
I11"1 I MARINE CORPS BASE
I IIIII I 1 CAMP LEJEUNE, NORTH CAROLINA
eft
IIIIII DES. MRH REPAIR SWP54
PLAN •
DR. ELB & RESTORE WETLANDS
NORTH LNII11'llllr/ CHK. MRH
D
,,, �ARp°i, DUBGNTDD BY: MRH CIVIL SITE DEMOLITION PLAN
OCIVIL SITE DEMOLITION PLAN soe�Ftiss <,,_,.,
L.
a2 �, DESIGN DIR.J. FRANKLIN ORR, PE
1"=30' P. EAL
APPROVED: PWO OR OICC DATE SIZE CODE !DENT. NO NAVFAC DRAWING NO.
0 15' 30' 60' 90' 1 046980 ,,, 60039748
09 CAPE FEAR ENGINEERING . F.0I-01 ee ge. E 1 8009
151 SCALE:1"=30'-0" TEL(910)83-1oole Rd. 1te 100 I Leland,NC,044IFFAX(910)33-10451 h`'';;geL,R.V` SATISFACTORY TO: DATE CONST. CONTR.
IYNIIIIN111�
www.cape(earengineenng.comINC.. LICENSE n c-1621 SCALE: NOTED SPEC. 05-23-0009 SHEET 05 OF 17

REVISIONS
` SYM DATE APPROVED
\_. __ )--) /
\ I
\ \I., 3 GENERAL SHEET NOTES
v - - I
>/ \ -_ \ �25p \ 1. SEE SHEET C-001 FOR GENERAL NOTES,LEGEND AND ABBREVIATIONS.
�23.p 1\1:
\ \ "SMART WEIR"SYSTEM
\ \ - \ RIM: 21.7r 2. PRIOR TO BEGINNING ANY OTHER WORK,CONTRACTOR MUST CLEAN STORMDRAIN OF
- 0 WEIR:421.6T
\ \ \\ \ \ IE(NE):*21.11' 5 ALL SEDIMENT AND DEBRIS.CONTRACTOR SHALL ASSUME 75%BLOCKAGE IN ALL
/�/ --_ \ IE(WEST):320.90' I
r \ \ \ \ \ -..,\ IE(SW))220.73' PIPES.ALL MATERIAL SHALL BE DISPOSED OF OFF BASE DAILY.
\\ \\ - 3. AFTER CLEANING STORMDRAIN PIPES,CONTRACTOR TO PROVIDE C.C.T.V OF
1,; --
\Ji A `V V\ -� / \ Nv \�p STORMDRAIN.DRIVEWAY/ROADWAY CULVERTS WITH NO CONNECTING STRUCTURES
' s \ DO NOT APPLY.CONTRACTOR MUST PROVIDE PLAN WITH C.C.T.V.RESULTS THAT
DAMAGED FES AND LEVEL SPREADER _220 / / N \ O
o. \ -- / --I I / N A V �� CLEARLY LABELS STORM STRUCTURES AND THE BEGINNING/END OF EACH VIDEO
I� / / �/ 9s V /r�. SEGMENT.
Y/ zas- I \ \ \ 4. C.C.T.V FILES SHOULD BE CLEARLY NAMED TO CORRESPOND TO PROVIDED MARKUP.
\�) 0 IA / � C.C.T.V.SHOULD RECORD AND DISPLAY DISTANCE TRAVELED.C.C.T.V.MUST RECORD
I \ I y 360 DEGREES OF ALL PIPE JOINTS AND STRUCTURE CONNECTIONS AS WELL AS ANY
-
do
1r 0 1 I \ \ I `\ 0 \ j 6 OTHER VISIBLE CRACKS,DEFLECTIONS,OTHER DEFICIENCIES.
I TYP \ 18"CPP \ /
0 Qp I 1 _ I 5. IT IS POSSIBLE THAT ADDITIONAL UTILITY STRUCTURES, BOLLARDS, ETC. ARE
TYP \ I \ \ 1--��, \ � LOCATED WITHIN PROJECT AREA.CONTRACTOR TO THOROUGHLY REVIEW EXISTING
- CONDITIONS PRIOR TO SUBMITTING BID.
// a \\ . . L I -so 3_ soSD}-t-Y sot--I- s23 F-sue -*- =IO_ _ =gD_ _ o_ --LSD-I-\ - s\ \ \asb\\ 6. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS WHEN CLEARING,
LLL I l- II-- tt 1- 1- III I r I +
l I /k. \ \ \\ \\\ \ 4 - as \
\ \ - - - zzs - - - - - - s 3 \ I GRUBBING,OR GRADING OVER TOP OF OR IN THE VICINITY OF EXISTING UTILITIES TO
24
a' 1 / A AVvv v__ i - -2s.o- �� - . - A V A I I
�� _ w \\v� - / - - - _ ENSURE NO DAMAGE OCCURS TO EXISTING INFRASTRUCTURE.
/ I / ^y --/ / \\ \- i _ -- _ zzo ` I - - - - - \, •
/ I I / I =\\�- \ -zz.o- - I _ - - - - -- z1s_- --- \ \ \ \ \/ \ ryy�� I /
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t �I / / l / I a
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I II I I �/ 11 ' I I 'I I 'I 'I ,'\'Ivv _ 8. -f- 11 1 I I
- -I- _.f__ 1 O SHEET KEYNOTES
I 1 I // / 1 I I _-- /-- 1 I I Tf A�� -18.o , I I I I / / / N- I
7 111111 -'�zp3 i,-...-,-1I I I I I - �i9.o_' J I
I I 1 0' - 30 0 _ / / III / /I 3 0 1. CLEAN PIPE OF ALL SEDIMENT AND DEBRIS.PROVIDE C.C.T.V.(SEE NOTES ABOVE)
•
`I \\ \ _- __ - - ///// / / / / II I 2. REMOVE ALL WOODY VEGETATION WITHIN INFILTRATION BASINS.LIMITS MAY EXTEND
_ 0. --- - _ -- / // / " I BEYOND WHAT IS SHOWN.
001.
/j >2,
- I - - -z3.a- - - - _ _ _ - - - - - _ _ - --_ - _ _ - _ / /-,_/I r �. a 3. REMOVE CONCRETE CURB AND GUTTER.
' = \~ III III I " I I I I _ - - - - _____ P - _ _ - _ i / I , 4. REMOVE ALL ACCUMULATED SEDIMENT,TRASH,AND OTHER DEBRIS.
// 1. \1\ i, _ \ f ,I L aQ I sDI--I I -I-\-I--I sq--I--1 s� s D- \ ` --\ '\ `so = 1 ... h 5. REMOVE STORMDRAIN.
- J 1 � l l l l l \ ��I II I ID D I I I �} � t-}- S SD I \
I i / �2a4_ - z3s- I I I -� I \sq�� I I I I ,D J-gD- 6. CLEAR AND GRUB AS REQUIRED TO REPAIR EMBANKMENT AND ACCESS WETLANDS
1 l / • / / /1 vv I //_- - - - _ z3.o- - - - - I I II I I FOR RESTORATION.
_ zzs _ c.D
/ - / I I / /i ( // - - ° - \ I 7. CLEAR AND GRUB AS REQUIRED TO INSTALL NEW LEVEL SPREADER AND VEGETATED
1 _ 24"CPP FILTER STRIP.
-V A \ I / II II � III , 1 // - IIII //- - - - --- _- - - •21.0 - - - -- - - - � � - -
\ \ EXISTING LEVEL SPREADER EXISTING RIP-RAP /- - - - - - _- -- -.____ - _ O
_ - - - - - - 20.5--- - _-� `\ o� ,5 1 8. REMOVE ALL VEGETATION WITHIN EXISTING BASINS.EXCAVATE BOTTOM TO 12"
' A\ �\ \V \ AV / I I/ I // / //I--_ / / I/ I/ - - A vV BELOW PROPOSED BOTTOM ELEVATION(EXCAVATE TO ELEV.18.0').
/ ll l l l l ill I/ / I l 00 © � v - \ �� V A I
\ \ \ I I (l I I l l/l l/ I I I I l Ill TYP �2p0 \ \ 9. REMOVE AND CLEAR OUT ALL SEDIMENT AND DEBRIS FROM WITHIN THE DIVERSION
BOX
\ V I I il I I I �/ // II / / /o I TYP I 2 5 1 A V A \
II I I I /\ \ II lI ll" _�}�-SD 11 -F+SD\-}+-\�D�-�.}LSD}+�-FSm-\ }+-BD+�-rtSU-}+--9D�-\-.}+SDE-+�-Hs -�- TMP 1 1 1 / 1 \ 3 10. DEMOLISH AND REMOVE EXISTING LEVEL SPREADER
\� \ 1 111 I II I I I I II 1 I 1 I \ / /i \• VA VA VAVA 1 -*+_sD.} j 1 7
\ \ \ I I I I I`I I I \ \ \ \ ` \\ \ \'-� J I I I I I / I "SMART WEIR"SYSTEM
\ �/ \ \\ I I I I 111\\\\\\\ \\\✓/ \\\\\\ \\ \\ -J \-- 00 / )
/ \ I RIM: 26.68'
\ / I wEI 22sa' 11. DEMOLISH AND REMOVE DAMAGED FLARED END SECTION.
[VI 1 1 \A A0 A\\A . VA VA VA __l --19s---� TYP -1' - 1 I E(EheTl:xzo.ea•
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SEE DISCLOSURE OF INFORMATION STATEMENT ON SHEET G-001
FINAL SUBMITTAL CD101
01-04-2024
7--G G---- G - G- --G G G G G G-----G' DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
G
- ° CAMP LEJEUNE, NORTH CAROLINA
G' I DES. MRH REPAIR SWP54
ELB
I PLAN DR.CH MRH & RESTORE WETLANDS
NORTH ,N°NRIr-�- CIVIL INFILTRATION BASIN
sfol'A^RO�ry I SUBMITTED BY: MRH
°CIVIL INFILTRATION BASIN DEMOLITION PLAN �..., €ss1o.`'7 DESIGN DIR.J. FRANKLIN ORR, PE DEMOLITION PLAN
( C)1 1 -10 o I = = APPROVED: PWO OR OICC DATE SIZE CODE !DENT. NO NAVFAC DRAWING NO.
i 046980 = 60039749
0 05�10' 20�' CAFE FEAR ENGINEERING �q� 4,01-01�j se E 1 80091
151 Poole Rd.Suite 1001 Leland,NC,28451 4�C'h,NGINEE•UJ`.+ CONST. CONTR.
SCALE:1"=10'-0" TEL[phone] FAX[phone]s ,yq e��NN•�o` SATISFACTORY TO: DATE
www.cepelearengineenng.com I N.C.LICENSER C-1621 SCALE: NOTED SPEC. 05-23-0009 I SHEET 06 OF 17

REVISIONS
SYM DATE APPROVED
GENERAL SHEET NOTES
1. SEE SHEET C-001 FOR CIVIL GENERAL NOTES,LEGENDS,AND ABBREVIATIONS.
1 3
I C-501
m Qagh
©© 0�
TOP
/
\■ ��°moo litiii
t- N�DI\6Rr�a i�^ r*L1 �''?.- �'S:/'r^.� ti7 _._. yl. �' -- p ,;• - ;;ISTIfllir Y � I � c / J•,•, i A' i � �� `'�'Yv-h� ' �v �Y�` �. .� rr Y—
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•
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..._...,...S.------
' :,
�� ; - o • ' / -, /, C # 0 SHEET KEYNOTES
Nye C I 1. ASPHALT DRIVE
'y 2. PROVIDE CURB WIPE DOWN WHERE CURBING APPROACHES AND MEETS ASPHALT.
©© I
/ © , 3. CONCRETE CURB AND GUTTER TO MATCH EXISTING.
>y y , r T .. ; / 4. SIDEWALK TO MATCH EXISTING(MIN.5'WIDE).
--�•X.. / //// BUILDING / "
1 ,
"* 9Y �� 9 • r/// BB137 �' .0 5. 24'DOUBLE LEAF SECURITY GATE.PROVIDE KNOX BOX WITH NO TAMPER SWITCH
9" ,o!I% 9Y � i 0 MOUNTED 5'ABOVE GROUND LEVEL.CONTRACTOR RESPONSIBLE FOR
,�y� ).My , /•, O y. COORDINATING WITH BASE FIRE DEPARTMENT FOR FINAL MOUNTING LOCATIONS
y' PROVIDING POST MOUNTING,HARDWARE,AND OTHER ACCESSORIES AS
AND
0 • REQUIRED.
m 9" TYP 1 I ,... :. ,.. ,:. P
0 • ❑ ❑ a VI
6. PROTECTIVE BOLLARDS(5'O.C.).
•�yQ' 7. NO PARKING STRIPING.
Nti
# 8. MAINTENANCE ACCESS ONLY SIGNAGE.
0 9. GEOCELL REINFORCEMENT WITH 1.5"GRAVEL INFILL.
Ao
a 10. CONVERT ELECTRICAL MANHOLE TO TRAFFIC RATED AND ADJUST RIM TO BE FLUSH
WITH FINAL GRADE AS REQUIRED(SEE SHEET CG100).
I�
k
I
i s\ 47 El 7-
1, -- ---1 F TYP
TIE TO EXISTING
ASPHALT
ir 0
r i im w � � ",„ JA'a � ," — —-" ..rT =.�_...�—� -
r - °
� SWP-54
f -\\'''
y- >y SEE SHEET CG101 FOR ENLARGED VIEW
'` �M OF SWP-54 INFILTRATION BASINS
,N C —
REPAIR PLAN — — — ----OE GE----
JACKSON STREET
SEE DISCLOSURE OF INFORMATION STATEMENT ON SHEET G-001
FINAL SUBMITTAL CS100
01-04-2024
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
CAMP LEJEUNE, NORTH CAROLINA
DES. MRH REPAIR SWP54
DR. ELB & RESTORE WETLANDS
PLAN
NORTH �N1nFinuYe CHK. MRH
.,l``N GARo% SUBMITTED BY: MRH
OCIVIL SITE PLAN soe� €�IN,
CIVIL SITE PLAN
c 1: Se DESIGN DIR.J. FRANKLIN ORR, PE
' APPROVED: PWO OR OICC DATE SIZE CODE (DENT. NO NAVFAC DRAWING NO.
a0 15' 30' 60' 90' CAPE FEAR ENGINEERING _ ,1,�4i 6 ~ E1 80091 60039750
151 Poole Rd.Suite 100I Leland,NC,28451 %/O6'N"GIN `O,§'' CONST. CONTR.
SCALE:1"=30'-0" TEL[phone]I FAX[phone] 414 N M,,, SATISFACTORY TO: DATE
www.capefearengineerin9.corn I N C LICENSER C-1621 SCALE: NOTED SPEC. 05-23-0009 SHEET 07 OF 17

REVISIONS
I ���1 SYM DATE APPROVED
o
I 1 1
1 IIIII III'I�11 GENERAL SHEET NOTES
I�H
di' I111''
I'1 1. SEE SHEET C-001 FOR CIVIL GENERAL NOTES,LEGENDS,AND ABBREVIATIONS.
III II III 1 2. SEE SHEET VF100 FOR EXISTING CONDITIONS.
II
I �I 3. SEE SHEET CD100 FOR EXISTING STORMDRAIN SCOPE OF WORK,
I
I II IIII 1
I ��
I
i� / -- '/ A ✓ , _ TYP
-----FM- --FM ---------- �/- 25.91 / / \� _ _ IIII
111
FM---- _ �'` 26no.� TYP 1� `-'-___ ti
FM - /zqe / � ��� • _ III
\ -- � _ zszs' � rn o \ I �v� � I I 001T, � , v _ --- I III ❑ 1 �
\ �= - - _ �wa,12s.zo � '' zsso zsao VIkke. 1 �\ ‘" � ' !I \ I II \ \ \� 3065 3065 - 0 1
\ '�-1`- _ 253_,71.1.10 ,- 26' , 0 ��� - \\- / / \-1 \ - 3ozs
\ 26 05 v 26.1 26 34 26.75
v� z -2,9s r ` zs.10 � Azs.75 �Yr- A-Jfillikk' Iso� - III I
' I �' /-� 27.20 6.75 2 -26.75 i 28 70
\ 26.11 " 26.63 , / I 30 63 0.90 IIIII
----W-----W �/ / J / 261m//26.45/- --_-y§ / __ ___ '- _ o . o FM1^N <FM- d(
/ /i G- - r--26.07 25.88 (/� / DI#2 '‘C / % .°26.6'` z6 60° 1 - - 26 0 -- - ----L 30 za- dn-- I 0. ❑
tea, I /A / 2, RIM:25.10' 4 v 12, �- I. �\ I
/ a3 - t I IE.22.60' / ' �_
( //�/ -- UP a zss-. /////.'III J ./� \ II 7
zs.zs \\ y OY s 60 LF SLOPE HDPE • TYP C-soo © X 5
7 III
1 I \ a 0.25/o MIN. G \ TYP �;y I l o
v�-/ I% SI 1 // /II'II o`�e 4 ©e �I I1°1
9'' I / / zs.os SPORT COURT II II R O O0 A N 44111
T\'P BUILDING //// /5 \ I I�}Iz
y Nv� R P zs.ia II 1 6s DI#1 /I N / BB137 , s III I
zsII , • "/ / 11...._,S------'>Y 1�2as> ° 7z5.oa RIM:25.25' , .2 1 1 1 11 1
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25 17
WI 'IL
❑ SHEET KEYNOTES
�" y b� zsao \\ © \\ ' ic: / NQI I'll
u p
I s�� zszs3o j 250��_ P w - ` v?: I' so / �� 711 IIIII 1II I 1. SUPER ELEVATE ASPHALT DRIVE TO DIRECT ALL RUNOFF INTERNAL TO THE SITE AND
'�" a I I (,, . ,,o 0'_❑C° SD- ---I-SD SD--� •�, 1\ \\ �Gp\ O-___-sD-0 0 / DIRECTED TOWARD EXISTING STORMDRAIN INLETS.
1.0 a
9'' c I zs6o /`{/\� I r.• _- /JQ 1- I i 1 I l i
s • \gs I' G 6G 1 2. PROVIDE POSITIVE DRAINAGE AROUND ALL EXISTING STORMDRAIN INLETS.
,, 1 25.70 i . 25 62 ./ :/ .5,61_ yp v --6,0 - // 1 I I III 1 I 1 II
TYP J' '
1111
s I I 3. STORMDRAIN INLET.
'1s1� . q .,\\ LIP LIP LIP UP I
' � zsso ssXI'I i i/// BUILDING BsOT s V�'I I1 4. STORMDRAIN PIPING.
"v'* �, )'Y � ,,. '� Y1%//// BB137 � • �'�8 s ' T.
�� /° w� D .,l ' F.
R II PI 11 I 1 I 5. CLEAR AND GRUB AS REQUIRED FOR TIE GRADING.SEE SHEET CD100 FOR
5I 25.40 m K' �BSg I PIIII I I I ADDITIONAL NOTES.
nA y A.• / v �'v r''y� 'III
a" n 3 2540 l s / • 1 III 1 I 1 6. CONVERT ELECTRICAL MANHOLE TO TRAFFIC RATED AND ADJUST RIM TO BE FLUSH
y-
9Y 1 2sso' "\ : Gn WITH FINAL GRADE AS REQUIRED.
ON MIINIMIR
° 0 3D-� // /so j III IL?,
111 I I
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L w r25.60- w w o u. ms hull I�o
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11 111 i DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
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FINAL SUBMITTAL CG200
01-04-2024
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
CAMP LEJEUNE, NORTH CAROLINA
DES. MRH REPAIR SWP54
PLAN DR.
CHK. MRH & RESTORE WETLANDS
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1 -30 a APPROVED: PWO OR OICC DATE SIZE CODE (DENT. NO NAVFAC DRAWING NO.
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REVISIONS
SYM DATE APPROVED
FM NOTE: WETLAND RESTORATION
EXHIBIT FOR SWP 54 PROVIDED BY
MARINE CORPS INSTALLATIONS
FM EAST-MARINE CORPS BASE CAMP WETLAND RESTORATION NOTES
\` LEJEUNE'S RESPONSE TO NORTH
F,y CAROLINA DEPARTMENT OF 1. CONTRACTOR RESPONSIBLE FOR COORDINATING ACCESS INTO WORK AREA WITH
ENVIRONMENTAL QUALITY'S NOTICE CONTRACTING OFFICER AND EMD.
u - OF VIOLATION(NOV-2022-PC-0286).
v, ,wi, ,wi, , u, ,iu/, -4//, ,110, ,uu , _ , ,, — -a
— \ Fq„\\\ .\ 2. CONTRACTOR TO HAVE PRE-CONSTRUCTION MEETING WITH EMD PRIOR TO BEGINNING
,_ �I,_ �I,_ �I,_ �I,_ _Ir_ �V_ �V_ �V_ V,_ G ,_ V,_ �6_ _ -----*1-...., \ `�\\ \\ \`� WORK.
sIL sIL sIL sIL sIL sIL sIL sIL sIL sIL sIL sIL sIL — —N— \.�—\ \ ` \
\ \ \py\ \
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'Lu/ i 'Lug 'Lu/ 'u '' -- - - - 'iui' 'iui' 'iui' 'iui
ACCUMULATION IN THIS VICINITY. - -- \ RESTORED AND THE NATIVE SOIL LAYER IS MOSTLY EXPOSED.
.I,_ .I,_ .I,_ .I,_ .I,_ 20.0- 4. EXCAVATION TO START FROM THE MOST UPSTREAM FAILURE LOCATION AND MOVE
sl sill sill sIL sill sill sill sill sill sill sill sill sill
�c — / c \ "zs\ DOWNSLOPE.
\ ` \ \ \ \ \ \ \ \ \ / / / \S
\Au, ` ,\Au, -AL//, s lu/s ,lu/s ,\Au, s Oils s AL//, ,Ui/s s Oils s AU/s s Oils s Oils �O�
/ REMOVE 6-8"OF SEDIMENT / / -_ / 5. REMOVE UPPER LAYER OF SEDIMENT USING MECHANIZED EQUIPMENT UNTIL IT IS
A_ccuMULATION IN THIS VICINITY. ,I,_ ,I,_ kI,_ kI,_ / /7 zss,\ APPROXIMATELY 4-6 INCHES ABOUT THE ORIGINAL GROUND(THIS MAY BE MORE OR LESS
/ c,i' 1 / DUE TO THE UNEVEN NATURE OF THE SYSTEM)
sIL `JIL JIL JIL JIL JIL sIL sIL sIL JIL JIL \
v v / v v v v M / ///
uL u/ uL uL fit/ AL//, ALP, uL uL ALP, 1a/ \\ \_ -26D—4`� 6. REMAINING SEDIMENT TO BE REMOVED BY HAND AND ALL OF THE REMOVED SEDIMENT
/o TO BE TAKEN OFFSITE AND DISPOSED OF.
,_ 41)—_ II`T_— �I,_ �I,_ V,_/ V,_ �I,_ �Ir_ V,_ �I,_ I \ / Up
SEDIMENT REMOVAL AREA AS EVALUATED ON-SITE WITH _vIL \AIL sIL sIL / AIL sIL sIL sIL sIL _vI / -2so I /
LAND MANAGEMENT GROUP,INC.ON 8/16/2023. / — f l \ / 7. SEDIMENT TO BE REMOVED UNTIL THE NATURAL DARK ORGANIC SURFACE IS MOSTLY
m.0.09 ACRES \ \ \ \ / \ > \ \ \ \ \ / /� \/ \ `\O / EXPOSED.
o \ .I,_ .I,_ w�,� I / / - �� 8. CONTRACTOR TO DEWATER AS NECESSARY DURING EXCAVATION AND REMOVAL OF
\. �\t / / 7 z5s-- SEDIMENT.
sIL sIL\ Ss L AIL AIL s AIL AREAVA PREVIOU. TENT AIL AIL _Or / / Q
\ �\ CONTRACTORREMOVAL. TO / I /
V A A\ I 11 A A \
INSPECT AREA FOR ANY FRESHLY \ \ \ S\ I / I //L \ Oils s>uLs /, -\\DEPOSITEDSEDIMENTANDREMOVE. �LZ- Ls s>uLL / / �' 9. FORESTRY MATS AND PLANKS TO BE USED IN AREAS SUSCEPTIBLE TO RUTTING TO
\\\�-o- - I�-- / I \ //
1 \ bo MINIMIZE IMPACTS.
r_ _tlr_ - _4_ _—i/�V_/ _,1,_ _tl,_/ _II,_ _,Ir_ b_ b_ _16_ _tl,_ Sc // �y5 M1' �\ /// �
sIL sill \)\sL °�sill I/ Sill sill sIL sIL �\ sIL _VI 1_ sIL ( / \\ 6t 10. EQUIPMENT TO USE SMOOTH BUCKETS TO AVOID FURTHER DISTURBING REMAINING
y'
\ \ \ -1 0- \ \ P n \ \ ` \ �_go� 1 // VEGETATIVE ROOT MAT.
e
1L//, 1L//� /z/ w.11Y/P, \ °� �1L//� /� 1L[/� �_1L//� si/iLs l /, -7 - \e (p.. -- 2to \\Op
/ < -Os,@( < ,�o' �M / / \ JK�_„ `�2 \( ,�/ 11. EQUIPMENT USED TO REMOVE SEDIMENT MAY INCLUDE THE FOLLOWING:
sIL sIL vv sIL '•p/ a# "' sIL IL � / / °f O/ ° s , ` \ �Op //?
C� �'' t� / l v 1..
/ p J: sp\ ►, - MINI FRONT END LOADERS
� \I 24/10 \ ?,./
w� / GEORGIA BUGGIES
( h 3' / ) A-:, s °// • •
Op PUMPS AND HOSES TO HELP BY-PASS EXISTING STREAM WITHIN THE SYSTEM TO ALLOW
Hr_ Hr_ Hr_ \ tl,_ /\-�r,° tl,_ X/ l/• �� FOR BETTER WORKING CONDITIONS
sill sill sill sIL � l `-'e. i�IL / // / } //f �sp� A -- FORESTRY MATS AND/OR PLANKS
\ )•1 \ q _ APPROX.LIMITS OF GULLY FORMATION / 3 h a / -- BUCKETS
1L(/, 1L(/, 1L(/, 1L/ / y-j��'` FROM EMBANKMENT FAILURE. / / �y 7, a / \`SO w -- SHOVELS
- -- P� CONTRACTOR TO RESTORE GRADES TO S� �y
n ,,;o/� PROMOTE SHEET FLOW AND MATCH / /1 \ / 1 \f \/ -- RAKES/CULTIVATOR RAKES
r_ _rlr_ _rlr_ _rlr_ r ����}0 j''''0 \ EXTENEXISTIT PRACTICAL.
TO THE MAXIMUM // I \ / \ 1 / -- COIR FIBER LOGS,STAKES,AND PINS
sill sill sill /n
/ I\- \ �o I 1 \ / \\/ .I So / ADDITIONAL EQUIPMENT WITH APPROVAL FROM MCBCL BASE ENVIRONMENTAL.
,lull, ,lull, ,lull, :i
/ I°
Sc //� , y ,/,(...:,,..,\__,:„,,,�'� l \
VEGETATION
sIL sIL sIL
/ /� /'/ - � ss \� \ \ 1. IN ORDER TO MOBILIZE EQUIPMENT INTO THE INCISED SYSTEM,CONTRACTOR WILL NEED
\ \ \ \ / / 3" // /o- /A \ ?,,,V,, \ , TO CUT TRAILS/PATHWAYS ON SLOPES OF THE SYSTEM.ONLY TREES NECESSARY TO
// // 1 ��''"o,•\ Q w l CREATE LIMITED PATHS FOR SITE ACCESS TO BE CUT AT GROUND LEVEL.
/ / / / --1ss s \\ ss \ „.
/ / r \\ \\( ,\� \ \ \\,'' 2. WITHIN THE WETLAND, VEGETATION MAY BE CLEARED/CUT IN ORDER TO MAKE THE
/ / / / // / 2 ) /// / I! AI��11V<( \ vA SEDIMENT REMOVAL MORE EFFICIENT.
�^ o / �1s.o� / / / A I o It AA ', v 1 �w / A
1L//� / / / / / / / /_1i o- �i//// I\ PII'l\ \�''o \\ 1 h
/ / // / \ Ili .,\ — \ \ zs.
�c / / / / _ 1so, / \\ \\`zao\ / \ s ( 3. CUT VEGETATION TO BE REMOVED FROM WETLANDS AND DISPOSED OF OFF
.I,_ .I,_ //i— --/� / s.° \\= `\ 1 I�a \ / W GOVERNMENT PROPERTY.
/I /// //i- 150=/�% v A��co 1 sow
sIL AIL AIL I // A - --v �� I'I 1 A
C I 11I/// II/I/=za° - -_//�fvyzT'- ' v\* vv -o-�
/III/ 21=0=_ \\�\\\ \\\ ?o`=\�s\ u.oJ 1 1 \ \ f .W 4. DEBRIS AND DEAD TREES TO BE REMOVED IN ORDER TO EXPEDITE REMOVAL OF
�lllL� �lllL� �lllL� \ \ l7 o-=�_�� I\��\ 22.0= / \1 ...,\.,\ �2T�__ / -�J \ \ \ SEDIMENT. ALL DEBRIS AND DEAD TREES TO BE DISPOSED OF OFF GOVERNMENT
)- �1^ ^�\ za-o // ° ) S�V�Az o� AA��4p 3— / I A
v`V`v �' °��- v y s_--_- PROPERTY.
\ ,, 1 �� v\�v�J ti' a'�/// l////III J?Tes�— L Vv�--L v®.. / l // \ o
/ /( �///)/ / I/� �/ ---_.1.----_----,▪�� 7 -/ / -spv
sill sill sill I , , / // ;/ / / (���w,, `N I� v �s / // � I /
I I / / a / �\\\ /so \ 'Tss>, z _ \�` Q, \ 5. AFTER SEDIMENT HAS BEEN REMOVED AND RESTORATION HAS BEEN APPROVED BY
I I I I I I�/ ��/ /�,c /l` i \\�\ gs \ °per \ �\ ° l / z �;b MCBCL BASE ENVIRONMENTAL,SEED THE SITE WITH WETLAND SEED MIX APPROPRIATE
,\uL� ,\uL� ,1uL� , G III / / / /i/ i ///71 \\\ \\ sue) \-- \`z
o- \ 2s \ ,,.° ° FOR THE WETLAND TYPE AND GEOLOCATION.
Jr_ /
Jr_ Jr_
z, \ /ry. \
AIL AIL AIL AIL ////�/��J z�s\30A�� / \�0vAy / �\ \ �• so WORK IN THE DRY
7/ / s. \ S 1
Q \
i \ 1
/ O � � O
,AID, ,,111/, ,ll1C, ,ll1C, NJ
/ i /7//i � \\sz \ \ �zoo mo I 1 p_ 1. ALL WORK WILL BE IN THE DRY UNTIL THE SEDIMENT DEPTH REACHES 4-6 INCHES.AT
rl�(( l(I / � / � O\ \ o J / p THIS TIME (OR WHEN THE SEDIMENT IS UNABLE TO SUPPORT MACHINERY), ALL
l I \ \\7 \ I s\ \\\\ I1 ` - —?so` ` MECHANICALEQUIPMENTWILLBEREMOVEDFROMTHE WETLAND.
A W 111 � \ \L� IIII�11AI \ � - v / V\2ssVj� / • THE SEDIMENT REMOVAL.
/ \� \2io\ 0 \ ,\\ / II ) 1 / 1 /AIL AIL \ \ J y �/ A / / 3. IF WATER BEGINS TO FILL THE WORK AREA DURING EXCAVATION,CREATE A COLLECTION
\ \zTs /; AREA AND PUMP CLEAN WATER INTO THE ADJACENT STREAM IN A NON-EROSIVE
\ \,�\ \Tos \� \\ \\ \\�\\ // ,� / / g'�
7 \� \\,- \ Q \ \ % ;7,v / 41 MANNER.
N nA \\ s` \\ \ \ \\\�/sp\ — -// 0./ ' / I EROSION PREVENTION
\\ \ \\ \\ \ �\�\ \o\\� \\\\\ \ %ice-/ / / l
\\ , /� / • 1. CONTINUE USING EXISTING COIR FIBER LOGS FOR EROSION CONTROLS.
\\\ \\\`\ \ -,"4,:, -z7-\\\ \ .o \\\\ \\\ \�$p) �/ /l / �.°PL-.,
"IRTH
,-WETLAND RESTORATION PLAN (1) 2. PROVIDE NEW COIR FIBER LOGS AS NEEDED TO PREVENT THE MOVEMENT OF SEDIMENT
OUTSIDE OF CURRENT FOOTPRINT DURING RESTORATION ACTIVITIES.
3. COIR LOGS TO BE INSTALLED BY PLACING THE LOG IN A SHALLOW TRENCH
0 25' 50' 100' 150' (APPROXIMATELY 3 INCHES DEEP AND THE WIDTH OF THE LOG)TO PREVENT ADDITIONAL
SCALE:1"=50'-0" SEDIMENT FROM PASSING BENEATH THE COIR FIBER LOGS. PROVIDE TWO SETS OF
WOODEN STAKE CROSSES AT APPROXIMATELY 12"FROM THE ENDS ON EACH LOG AND
PLACE STAPLES AT APPROXIMATELY 1-FOOT INTERVALS BETWEEN THE STAKES TO KEEP
THE LOGS IN PLACE AND IN CONTACT WITH THE GROUND.
4. APPLY WETLAND SEED MIX IN THE DISTURBED AREA FOR STABILIZATION AND
RESTORATION.WETLAND MIX TO BE COMPOSED OF NATIVE SPECIES AND FROM A LOCAL
PROVIDER.
SEE DISCLOSURE OF INFORMATION STATEMENT ON SHEET G-001
FINAL SUBMITTAL CG201
01-04-2024
DEPARTMENT Of THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
CAMP LEJEUNE, NORTH CAROLINA
DES. MRH REPAIR SWP54
DR. ELB & RESTORE WETLANDS
CHK. MRH
effy�``�NLCO�. DSEUBIMITTDED BJY:FRMRH
,saw �55/0��,;-.yG , PE WETLAND RESTORATION PLAN
2 - APPROVED: WO ORN 011 CORRD DATE SIZE CODE IDENT. NO NAVFAC DRAWING NO.
01-01 Z4 60039754
CAPE FEAR ENGINEERING IA, FDI Oy E 1 80091
O �'GINF;`;
151T L Poole
o leR.Sole4 FAX[phone] I Leland,NC, 1 ,�hgel_R` SATISFACTORY TO: DATE CONST. CONTR.
www.capefearengineering.com I N.C.LICENSER C-1621 SCALE: NOTED SPEC. 05-23-0009 SHEET 11 OF 17

REVISIONS
SYM DATE APPROVED
6"X6"W1.4X1.4 WWF-MESH
TO BE PROVIDED IN SHEETS
BROOM FINISH O
z
4"SURFACE COURSE(NCDOT S9.5C) HAND TOOLED 1/4"R U c
6" ALL EDGES (VARIES-SEE PLAN) <w
6"CRUSHED STONE 3"RADIUS
� � �� BASE COURSE(ABC) (1S O4EPTRDRAIN iv
�\� / PW1.1��1" .
NmgaTrumvirimira•dgtiMianAlMEA
' x\/ z.‘/ z.‘/ z., 1 3" Amp.
COMPACTED I
�' ' /`® ,,`'` j``',• FINISHED GRADE
SUBGRADE TO 95%STANDARD PROCTOR 7„
SLOPE AWAY FROM
3"RADIUS NOTES: APPROVED SUBGRADE SIDEWALK(TYP.)
s°
1. EXPANSION,CONTRACTION AND CONSTRUCTION JOINTS SHALL BE INSTALLED PER PROJECT
SPECIFICATIONS(SEE DETAIL 2 THIS SHEET)
STANDARD SECTION
2. CONCRETE COMPRESSIVE STRENGTH SHALL BE PER SPECIFICATIONS.
O ASPHALT ALT PAVEMENT SECTION O CONCRETE CURB AND GUTTER CONCRETE SIDEWALK
NOT TO SCALE SCALE 3
NOT TO SCALE
3/4" 3/8"±1/16"
3/8" SILICONE SEALANT 1/8"R
1.SHOP PRIME PAINT EXPOSED SURFACES.FEILD PAINT WITH"OSHA"YELLOW.
3/8" SAFETY YELLOW PAINT.
5/16"±1/16" 3/16" END CAP
SILICONE SEALANT 4"DIA.SEAMLESS STEEL PIPE SWING 2.PROVIDE"MASTER"PADLOCK WITH WITH 6 WORKING KEYS.
1/4" PREFORMED ARM AND POSTS ASTM A53,TYPE"S"' 3.CONCRETE FOOTING(4,000 PSI @ 28 DAYS).
EXPANSION JOINT GRADE"B",STANDARD WEIGHT
MATERIAL CONTRACTION JOINT 1/2"ROUND STOCK 4.ALL MATERIALS SHALL BE GALVANIZED STEEL,SCHEDULE 80 STEEL PIPE.
3/4" DETAIL
CONTRACTION 3"N3/16" N 3/16"
+ SEE DETAIL ABOVE
JOINT N 3/16"
= SECOND SWING ARM #6"SLEEVED POSTS
SAWCUT ■
1/2"DIA. H/2MilL
T �?,IBACKER ROD xMgr
I' `FIRST ' 3".O B, I,SAWCUT �` ' THROUGH BOLT
11.
1 AND PADLOCK 3/16"CHAIN W/PADLOCK
LLL REINFORCING(WHERE INDICATED) LOCKING ASSEMBLEY AND FURNISH 6 KEYS
NOTES: 1/8" PER PREFORMED •
NOTES: SPECIFICATIONS EXPANSION JOINT /
1. H=PAVEMENT THICKNESS MATERIAL 1
2. JOINT SPACING SHALL SHALL BE INSTALLED PER PROJECT SPECIFICATIONS 1. H=PAVEMENT THICKNESS / \ jr
2. JOINT SPACING SHALL SHALL BE INSTALLED PER PROJECT SPECIFICATIONS. %\ 5"DIA.SEAMLESS STEEL PIPE SWIVEL POST ASTM ,X.
A53,TYPE"S",GRADE"B"EXTRA STRONG WEIGHT
CONTRACTION JOINT(CJ) 24"DIA. (O.D.5 1/2")
EXPANSION JOINT(EJ) 24'DIA.
O TYPICAL CONCRETE JOINTS ®NOT
MANUAL SWING ARM SECURITY GATE
NOT TO SCALE TO SCALE
PIPE DIA"D„ MAXIMUM
HEAVY DUTY TRAFFIC RATED OOD000�0 ANCHOR FRAME
US FOUNDRY USF 4139 •00 0 r 6"TO 15" 8"
O QDO INTO PRE-CAST 16"TO 21" 10" END SECTION DIMENSIONS
FRAME AND 6429 GRATE /\/ STRUCTURE 24"TO 42" 12" MIMIPIm/� DIA A B C D E
(OR APPROVED EQUAL)
I 33"TO 42" 15" A 1 z. 4"
48"&LARGER 18" 0
E 15"
INON-PAVED AREAS -=� PAVED AREAS 18" 9"
24" 9 1/2"
FINISH GROUND OR PAVEMENT PI AN hil‘ 30" 1'-0" 4'-6" 1'-7 3/4" 6'-1 3/4"
PRE-CAST TOP - 36" 1'-3" 5'-3" 2'-10 3/4" 8'-1 3/4"
jAA\//A"/A//, � ���0���� BAR OR STEEL
SECTION FOR DROP / /\/\/\/\/" 42" 1'-8" 5'-3" 2'-11"
INLETS WITH FRAME \//j/jAA/jAr •g iz' S.i FABRIC
AND GRATE I I \\\\\\ \ \ I,_I.. �_I REINFORCING 48' 2'-0" 6'A" 2'-2" 8'-2" 7,0"
/ ///%/// SwS YS z'-s 1/4" 8'-2 1/4" 7 s
\,\ i4i Pi®n c B
I �/ v,/,,.//e< 60" 2'-11" 5'A" 8'-0"
FINAL
BACKFILL /A
I � V/
AAA- 491'
J A A
UNDISTURBED EARTH A
_ -
PRE-CAST
1 N
RISER SECTION INITIAL D E
BACKFILL • SECTION A-A FRONT ELEVATION
1 SPRING LINE . ::.......
�,.::.:
STRUCTURE STEPS I 114;� ,..}='•�� STONE OR FLARED END SECTION(FES)
HAUNCHING •gt ���; REGULAR FILL O
S /• NOT TO SCALE
I I i s�St!3i�talky ° NCDOT#57 STONE
NOTES: TAMP WELL UNDER
1. CONTRACTOR SHALL BOTTOM HALF OF PIPE 6"MINIMUM SIDE
PROVIDE TWO CLEARANCE(SEE TABLE
UNOBSTRUCTED O.D.OF PIPE FOR MAXIMUM) SEE DISCLOSURE OF INFORMATION STATEMENT ON SHEET G-001
1 VERTICAL WALLS FINAL SUBMITTAL
FROM TOP TO INVERT NOTES: C-500
OR BOTTOM IN 1. FOR TRENCHES REQUIRING SHORING AND BRACING,DIMENSIONS SHALL BE TAKEN FROM
STRUCTURES THAT THE INSIDE FACE OF THE SHORING AND BRACING. 01-04-2024
PRE-CAST ARE STEPPED TO -
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
BASE SECTION PROVIDE CLEAR 2. NO ROCKS OR BOULDERS 4"OR LARGER TO BE USED IN INITIAL BACKFILL. MARINE CORPS BASE
ACCESS TO ENTIRE 3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.
STRUCTURE. CAMP LEJEUNE, NORTH CAROLINA
4. BACKFILL SHALL BE TAMPED IN 6"LIFTS IN TRAFFIC AREAS,12"IN NON-TRAFFIC AREAS. DES. MRH REPAIR SW P 54
5. SEE SPECIFICATIONS DR. ELB
CHK. MRH & RESTORE WETLANDS
�NwARON'A� SUBMITTED BY: MRH
F83,a�•2''- CIVIL DETAILS -1
O TYPICAL STORMDRAIN STRUCTURE O STORMDRAIN PIPE BEDDING eft
Sr° 9= DESIGN DIR.J. FRANKLIN ORR, PE
NOT TO SCALE NOT TO SCALE a 046980 J.'
APPROVED: PWO OR OICC DATE SIZE CODE IDENT. NO NAVFAC DRAWING NO.
01-oY"Zy�u3 60039755
CAPE FEAR ENGINEERING 'a C 'YGINF.4'J`,,, E 1 80091
151 Poole Rd.Suite 100 I Leland,NC,28451 ';tigF("R. CONST. CONTR.
TEL[phone] I FAX[phone] kpgllftMyf` SATISFACTORY TO: DATE
www.capefearengineering.com I N.C.LICENSE#C-1621 SCALE: NOTED SPEC. 05-23-0009 SHEET 12 OF 17

REVISIONS
SYM DATE APPROVED
DOME FILL POST WITH CONCRETE
i
i
BOLLARDS TO BE PAINTED OSHA SAFETY YELLOW
2'MIN 2"SQUARE GALVANIZED PERFORATED SIGN FACE
FROM CURB POST 2.42 LBS/FT MIN.
i6 6"DIAMETER-SCHEDULE 80 GALVANIZED STEEL fl SQUARE POST
PIPE REFER TO ETAIL A
5/16"GALV OR
TUBE SLEEVE N SS HEX BOLT GALV LOCKWASHER
1"CROWN FOR 2"SQUARE a I
POST iI I I 1I E
A A r GRADE SURFACE J
11,
\\ \\ 3/8"ID x 1-1/4"OD 5/16"GALV HEX NUT
VA VAA��/ z �� V� c NO
i . ° \� < SIGN ATTACHMENT DETAIL PARKING
ci 4 �\ CONCRETE /�, \\/ ZVIEH VEHICLES
FOOTING / O WASHER ONLY
, AAof LOCKWASHER
1 H
CONCRETE-300o PSI @ 2s DAYS �%j 0 5/16" HEX NUT NOTES:
ak
AAA V/ / /( URBAN SECTION OR AREA � //�� VA! G 1. ALL SIGN POST HARDWARE14107
\/ \�//\�// COMPACTED SUBGRADE Iga
� SHALL BE GALVANIZED TO ASTM A-653. �.-
UNREINFORCED 5/16"CORNER BOLT
12" CONCRETE FOOTING 12 2.STEEL POST SHALL CONFORM TO K-5453(18"X 12")
DIA MIN 3,000 PSI @ 28 DAYS ASTM A570,GRADE 50 FOR STRUCTURAL
DETAIL"A" STEEL.
ON PROTECTIVE BOLLARD O TOT TO SCALE YPICAL T TO EGROUND MOUNT SIGN SUPPORT O IG NOT ON DETAIL
SCALE
WIDTH VARIES
(SEE PLAN VIEW)
FINISHED GRADE VARIES
(SEE PLAN SHEET CG100)
GEOCELL REINFORCEMENT
4" WITH 1.5"GRAVEL INFILL ASPHALT PAVEMENT
NON-WOVEN FILTER FABRIC
IN-SITU SOIL SUBGRADE
CROSS SECTION A-A i-
`v 0
NOTES: /
1. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION OF GEOWEB AND INFILL
io� , 2. FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE GEOWEB AND SOIL FOUNDATION. I >r' PAINTED
,,,y= l ��� `?�,_ LINES
45-DEGREE y
//. PAINTED Oiti
//- LINES GiQQ' 0
��� A sP ALT DRIVE COLOR: WHITE(ASPHALT)
�/ MATERIAL: WATER-BASED(PARKING AREAS)
v ,,�_- 5 NO PARKING STRIPING
/_ _r T NOT TO SCALE
CONCRETE WALK ! i �//,
4.1
O
9
Atin
ISOMETRIC
CELL VIEW
OGEOCELL WITH GRAVEL INFILL SEE DISCLOSURE OF INFORMATION STATEMENT ON SHEET G-001
4 NOT TO SCALE FINAL SUBMITTAL C-501
01-04-2024
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
CAMP LEJEUNE, NORTH CAROLINA
DES. MRH REPAIR SWP54
DR. ELB & RESTORE WETLANDS
CHK. MRH
,00Z0 C.s! Apo. SUBMITTED BY: MRH
c1-E
2 EAL 'y DESIGN DIR.J. FRANKLIN ORR, PE CIVIL DETAILS -2
APPROVED: PWO OR 01CC DATE SIZE CODE (DENT. NO NAVFAC DRAWING NO.
CAPE FEAR ENGINEERING -" i F,01-0'1?,y E I 80091 60039756
151 Poole Rd.Suite 100 Leland,NC,28451 S ,,GINEE'1
TEL[phone] I FAX[phone] 'mot,I -R ,' SATISFACTORY TO: DATE CONST. CONTR.
num)�
www.capefearengineering.com I N.C.LICENSE R C-1621 SCALE: NOTED SPEC. 05-23-0009 SHEET 13 OF 17

REVISIONS
SYM DATE APPROVED
EXISTING 8'-0"MAX.WITH HOG WIRE FENCE
- RXAD 4 6'-0"MAX.WITHOUT WIRE FENCE
14 GAUGE STEEL
I
_.. _ WIRE 6"OPENINGS ;`III`
•`1v� �i;4;��•"•• 1`III`\ 'MPO POSTS,1DARB/LF
NII1%,%
•` D
%/`III, "` OR HEAVIER EXTENSION OF
6"MINIMUM ~'; ��� / / ' �\\�,\� I FABRIC
NTO TRENCH E
THICKNESS `•' i�%%i: O'?� % '� r \ STEEL POST
•• % 4110
0 \ COMPACTED N1
� FILL
2"-3"COARSE 4�44.�:y
AGGREGATE .-•-•-•-•-� /�, � •� #57 WASHED STONE SILT FENCE
GRAVEL CONSTRUCTION ENTRANCE,
WIDTH ASREQUIRED �� %/
NOTES 20'MIN DIRECTION OF FLOW / /��,�� '14 FABRIC ALTER m � �-0\� 10
1. FILTER FABRIC UNDERLAY SHALL BE INSTALLED BETWEEN STONE AND SOIL FOUNDATION. SYNTHETIC FILTER FABRIC AT LEAST �rflr�y0(I„u i �rIViii17 ` ��
2. TEMPORARY CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE 95%POLYOLEFIN OR POLYESTER BY !Ij mill"r00i 1�il/'1(li
WITH SECTION 6.06 OF THE NCDEQ EROSION CONTROL PLANNING AND DESIGN MANUAL. WEIGHT.FABRIC SHALL CONTAIN UV II'� In (
INHIBITORS&STABILIZERS TO PROVIDE II' 01' SECTION VIEW STONE TO
MIN.6 MONTHS OF USE OVERLAP SILT
#57 WASHED STONE FENCE,MIN.12'
SILT FENCE *10, ON EACH END
NOTES:
1. ALL SILT FENCE MATERIAL SHALL MEET OR EXCEED ASTM D 6461
°TEMPORARY CONSTRUCTION ENTRANCE 2. SILT FENCE SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH v
1 _ SECTION 6.62 OF THE NCDEQ EROSION CONTROL PLANNING AND DESIGN
NOT TO SCALE MANUAL. PLAN VIEW
3. USE DOUBLE ROWS OF SILT FENCE(±4'APART)WHERE INDICATED ON PLANS.
O TEMPORARY SILT FENCE ROCK OUTLET
°TEMPORARY SILT FENCE NOT TO SCALE
2 NOT TO SCALE
Le
_ n I• ivoi E TYPI
��� - I:•. Iy �� r�•
r I 10- �Pp A�
l^: �� �',, POSTS SHALL BE SPACED 7 I • r
•••ram��s••. . .. ., EVENLY AROUND PERIMETER �1�� !•I 11�/•�I��/11. ���
r �. e �� W/4'MAX SPACING.LARGER �� r ,
���, ►��- 1/•- 4•l 0, •NOVI•• 4,4 , A ZN
_ _ � NCDOT#5 BOXES MAY REQUIRE MORE I �• I-• I T• �•• I-� I
I1 I1 �• �1 I1 I• A�
i ••I I► • WASHED THAN FOUR POSTS. I r.11 L11 1111.111.1 .I. �II��� VA P
11
Ao 0 pi1�rI11 �1�1��/•�/1� 3 A ��m� ► Rla P�
r�i �C STONE �4'MAX 19 GAUGE HARDWARE 1 �I•AL �••_AP �%1 �� � �(I ������I Ry�ID�DDu�00u�00 I ��� . ,r• g• O• �. •,
•�• : 1:►��,�• ,: CLOTHn/ MESH w • •a •�
�� for.., ,-OPENINGS)SECURED • • `/ l i.Sr �� ••. ••g•fat���<•
��� TO TOP,MIDDLE AND Art. •�•• 1♦�1 r. a 4•-I� ,•t 3. ,•,�i•.,--t••
•�S tee; �Oa OM *04. BOTTOM I POST. 1 _itet ♦ l r.•11. �i •,N 1. •. , � v
•
• � • °• { ,PLAN VIEW , l` /� 'ii�1 TYPICAL ISOMETRIC x .� �
- I�=`Pi'"iiwuulRllllllllll �"'l-P - CPP PLAN - f ;
24"EXTENSION OF WIRE 4 -I I I 1 L,
MESH UNDER GRAVEL 1 I I 1 24 NCDOT#5 UNIFORMLY GRADE o0
I WASHED SHALLOW DEPRESSION o
FOR ANCHORING.(TYP) I SLOPE 0/o FLO'W]
1-1 5'LG.MIN STANDARD"T'POST u STONE APPROACHING INLET 1 •�-a.•�_• T•T.'sT4I
(ALL SIDES) • �s•�•s• •'• � STRUCT.ID Da(IN.) La(FT.) W(FTJ d(IN.) CLASS
(1.25 LB/FT OR HEAVIER). SECTION A 'I_ • •` • •�'•-•
NOTES: = - �
4141401400414 (FES#1)APRON#1 24" 12' 6' 18" B
1. INLET PROTECTION SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH SECTION 6.51 OF
THE NCDEQ EROSION CONTROL PLANNING AND DESIGN MANUAL. I I I II I11=II1 1-- (FES#2)APRON#2 24" 12 6' 18" B
FILTER FABRIC (FES#3)APRON#3 18" 9' 5' 18" B
SECTION A-A
°TEMPORARY INLET PROTECTION
NOT TO SCALE NOTES:
1. SEE APPROPRIATE SCHEDULE FOR DIMENSIONS
2 La IS THE LENGTH OF THE RIPRAP APRON.
3. d=1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6".
4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
5 RIP RAP SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH SECTION 6.41 OF THE NCDEQ EROSION CONTROL PLANNING AND DESIGN
MANUAL.
O RIP-RAP APRON w/GEOTEXTILE
MULCHING MATERIALS AND APPLICATION RATES 5 NOT TO SCALE
MATERIAL RATE PER ACRE QUALITY NOTES
STRAW 2 TONS DRY,UNCHOPPED, SHOULD COME FROM WHEAT OR OATS
UNWEATHERED;AVOID WEEDS SPREAD BY HAND OR MACHINE,MUST
BE TACKED DOWN.
TEMPORARY SEEDING
TIME OF AMOUNT/ FERTILIZATION/ FERTILIZATION/ACRE
SEEDING GRASS TYPE ACRE ACRE MAINTENANCE
DEC 1-APR 15 RYE(GRAIN)& 120 LBS.& 750 LBS.10-10-10 NA NA
LESPEDEZA,KOBE 50 LBS.
APRIL 15-AUG 15 GERMAN MILLET 40 LBS. 750 LBS.10-10-10 NA NA
AUG 15-DEC 30 RYE(GRAIN) 120 LBS. 1,000 LBS.10-10-10 NA NA
TEMPORARY STABILIZATION
TEMPORARY SEEDING SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH SECTION 6.10 AND
PERMANENT SEEDING SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH SECTION 6.11 OF THE
NCDEQ EROSION CONTROL PLANNING AND DESIGN MANUAL. SODDING SHALL BE INSTALLED AND
MAINTAINED IN ACCORDANCE WITH SECTION 6.12 OF THE NCDEQ EROSION CONTROL PLANNING AND
DESIGN MANUAL AND PROJECT SPECIFICATIONS.
PERMANENT STABILIZATION
PROVIDE SAND-BASED CENTIPEDE SOD (EREMOCHLOA OPHIUROIDES) FOR ALL TURF AREAS. SODDING
SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH SECTION 6.12 OF THE NCDEQ EROSION
CONTROL PLANNING AND DESIGN MANUAL AND PROJECT SPECIFICATIONS. SEE SHEET C-002 FOR
ADDITIONAL SPECIFICATIONS AND MAINTENANCE CONSIDERATIONS.
NEW STABILIZATION TIMEFRAMES
SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS SEE DISCLOSURE OF INFORMATION STATEMENT ON SHEET G-001
ANDIMETER SLOPES DIKES,SWALES,DITCHES 7 DAYS NONE./ ///��� /�
-� HIGH QUALITY WATER(HOW)ZONES 7 DAYS NONE FINAL SUBMITTAL ■ "_5 O
IF SLOPES ARE 10'OR LESS IN LENGTH AND ARE 01-04-2024 v (-
SLOPES STEEPER THAN 3:1 7 DAYS NOT STEEPER THAN 2:1,14 DAYS ARE ALLOWED DEPARTMENT Of THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER /�
THAN 50'IN LENGTH. MARINE CORPS AS
ALL OTHER AREAS WITH SLOPES 14 DAYS NONE,EXCEPT FOR PERIMETERS AND HQW CAMP LEJEUNE, NORTH CAROLINA
FLATTER THAN4:1 ZONES DES. MRH
STABILIZATION SCHEDULE WP54
DR. ELB pI REPAIR WETLANDS
O NOT TO SCALE ,� r,AR�., SUBMITTED BY: MRH SC RESTORE WETLANDS
�pmfllflfq
eff2o��"�ss,�o���\� . CIVIL DETAILS -3
0469W - , PE
APPROVED:DESIGN WO ORN 011 CORRD DATE SIZE CODE IDENT. NO NAVFAC DRAWING NO.
CAPE FEAR ENGINEERING of-0')-z4 1 60039757
151 Poole Rd.Suite 100 Leland,NC,28451 �'+�0�ZGINF`': E I 8 0 0 91
0/ E.1"R.`. SATISFACTORY TO: DATE CONST. CONTR.
TEL[phone] I FAX[phone] 'T�TNN1111`
www.capefearengineering.com I N.C.LICENSE#C-1621 SCALE: NOTED SPEC. 05-23-0009 SHEET 14 OF 17

REVISIONS
12"THICK SYM DATE APPROVED
CLASS B
RIP-RAP w/ TOP OF EMBANKMENT
FABRIC 13 FT. ELEV.=23.5'
UNDERLINING
NOTES:
,t�T►� /
1. SUBGRADE SHALL BE PREPARED AND PROTECTION SYSTEM INSTALLED IN / �.p 10 FT. 4"e—
ACCORDANCE WITH MANUFACTURERS RECOMMENTDATIONS. // l�y lk,•
CELL INFILL MATERIAL 2. CELL INFILL MATERIAL SHALL BE TOPSOIL FOR VEGETATED SURFACES AND SHALL - • .j
(SEE NOTE 2) HAVE A USCS TEXTURE OF LOAM.SANDY LOAM.OR SILTY LOAM.TOPSOIL SHALL BE /\\\ <�._ .T'FA
NEITHER EXCESSIVELY ACIDIC NOR ALKALINE.
GEO-CELL REINFORCEMENT / // • ' �'
GRASS 3. INFILL MATERIAL SHALL BE FREE OF ANY FOREIGN MATERIAL. / '� P' /
SURFACE ��� TOP OF RIP-RAP A�
4. CLAYS AND SILTS ARE NOT ACCEPTABLE INFILL MATERIAL. \ �'� ���" /
\\\ -yam ELEV. 23.00' -�'f-�/
5. INFILL SHALL BE EVENLY SPREAD AND TAMPED INTO PLACE. \\'�� � _��
6. GEOWEB SHALL BE INSTALLED PER MANUFACTURER INSTALLATION GUIDE AND // ''•—.M�Ve—.Z�-.—. . /\ GEOTEXTILE FABRIC
RECOMMENDATIONS. /\ / / �-�-�-�-�-�-�-���/
COMPACTS _ ////////// ///////// 7. TURFGRASS SOD TO COMPLY WITH SODDING SPEC SECTION 32 92 23 FURNISH /
SUBGRADE \/ / / / / / / / / / VIABLE SOD UNIFORM DENSITY, COLOR, TEXTURE, STRONGLY ROOTED, AND
/< CAPABLE OF VIGOROUS GROWTH AND DEVELOPMENT WHEN PLANTED. \\ \\�\ /\//� /
i
j\
� PREPARED SUBGRADE 8. TURFGRASS SPECIES:CENTIPEDE SOD(EREMOCHLOA OPHIUROIDES).
C\
� 9. LESS THAN85%PURE:SODOF GRASS WITH NOT LESS THAN SEED.GERMINATION,NOT
\/\/\j\/\/\/\\/\,/\/\/\\ LESS THAN BE PURE SEED,AND NOT MORE THAN 0.5%WEED SEED.
10. ALL DISTURBED AREAS SHALL BE SODDED.CONTRACTOR TO WATER NEW SOD AS
NECESSARY UNTIL SOD IS ESTABLISHED.DO NOT INSTALL DORMANT SOD. O EMERGENCY SPILLWAY
11. WHERE TURF REINFORCEMENT MATTING IS USED ON SLOPES,GEOCELL MUST BE
MECHANICALLY FASTENED TO THE EARTH AND SOD MUST BE PINNED. NOT TO SCALE
O TURF REINFORCEMENT MAT WITH SODDING TOP OF BERM=23.50
•
NOT TO SCALE
•
NEW EMBANKMENT FILL
•
• USCS CLASSIFICATION:CH,CL,OR SC w/
MINIMUM 35%FINES.
• PLACE IN LOOSE FILLS AND COMPACT TO
TOP OF EMBANKMENT=23s0' 95%STANDARD PROCTOR(ASTM D698)
TOP OF EMBANKMENT 23.50' II IIHIHII IRII-III-IIFII - • EXISTING GRADE
•
I EMERGENCYSPILLWAY=23.0' - -
TEMPORARY POOL 22.68'WEIR IN DIVERSION BO1
TOP FOREBAY=20.0' INFILTRATION BASIN
FOREBAY - _ .2'MAX'
•
— J �BOTTOM
-II
FOREBAY WALL Allk
2-FT MINIMUM r •
•
- -
•
SHW1=16.40' . r
BENCH IN AT 2H:1V(MAX)
@INFILTRATION
BASIN CROSS SECTION •
NOT TO SCALE
•
•
3"x 8"R.S.WHALERS
(2 TYPICAL) - Z
M
00
+I 3"x 8"R.S.CAP
EL:20.00
I
} \/ 3 \36.MINO BELOW
/X\� ��j� BOTTOM OF
EXISTING GRADE
L_
—C
o
CLAY KEY EMBANKMENT FILL DETAIL
EL 19.50
c.
c.
C l o c'sTl�<c. c. ,c'S11 •
CLASS BRIP-RAP ` EL 18.50
WITH GEO-TEXTILE /w✓m���� - -
FABRIC
• CLASS B RIP-RAP
WITH GEO-TEXTILE - TOP OF LEVEL TO VEG.
FABRIC SPREADER AT 1' 5' FILTER
— _ SEE PLAN #57 STONE-
(12"THICK) 50'@ 8%MAX.
1 1 III III III � � — • ww �a #4 @ 12"O.C. IE 14.50'
67- ‘"TL
j 2-FT MINIMUM �•�
GEOTEXTILE
2Z 1PL-Vn iTOP OF 0 . .4 FABRIC
#4 @ 4'O.C. ENGINEERED
'- •� I� 1300' PAT ''� ��' ' • (SGD)
tO FILTER STRIP
g 414�1-.- -.- - - - -.- -,j.— ±132 LF CONC.
D "'�"t����e��"���"•��► 9 LEVEL SPREADER NOTE:ALL STEEL REBAR TO
2 3" 4 a 1 CAST-IN-PLACE)LACE MAINTAIN A 3"MIN.
CLEARANCE TO EDGE OF
\—8"DIA. CONCRETE ALL AROUND
BUTT MIN • • a 12"
PILING @ 5' G (
5"x 18"VINYL SHEET O.C. o GEOTEXTILE
FABRIC AND 12"
PILING,TAMP J — THICK RIP-RAP #4 BARS @ 14"O.C.MAX
SHEETING MIN.30" 36'MIN
(CLASS B) SEE DISCLOSURE OF INFORMATION STATEMENT ON SHEET G-001
BELOW EXISTING
GRADE 8"MIN(#57)
STONE BEDDING NOTES: V FINAL SUBMITTAL l/�__503
1. ALL LUMBER PRODUCTS TO BE PRESSURE TREATED AND RATED FOR
GROUND CONTACT. 01-04-2024
2. SHEET PILING TO BE WEATHERABLE,RIGID VINLY.COLORED GRAY WITH O LEVEL SPREADER SECTION DEPARTMENT OF THE NAVY NAVAL FACIUTIES ENGINEERING COMMAND
THE FOLLOWING CHARACTERISTICS: 6 NOT TO SCALE MARINE CORPS BASE
2.1. ALLOWABLE MOMENT-1,920 FT-LB/FT
2.2. IMPACT STRENGTH-11,000 IN-LBS/IN' CAMP LEJEUNE, NORTH CAROLINA
2.3. THICKNESS-0.225 IN.
DES. MRH REPAIR SWP54
3. ALL HARDWARE SHALL BE STAINLESS STEEL. DR. ELB & RESTORE WETLANDS
eff
CHK. MRH
`2D`�N 1CARoyh SUBMITTED BY: MRH
saw gS3/o'.<.�;; CIVIL DETAILS -4
a`20�./ 9', DESIGN DIR.J. FRANKLIN ORR, PE
L y" APPROVED: PWO OR OICC DATE SIZE CODE IDENT. NO NAVFAC DRAWING NO.
CAPE FEAR ENGINEERING ri.4,, ,,CI-.1-TTN 60039758
FOREBAY WALL 151 Poole Rd.Suite 1001 Leland,NC 28451 ti E 80091 CONST. CONTR.
5 NOT TO SCALE TEL[phone] I FAX[phone] ��4i_r'_: SATISFACTORY T0: DATE
O
www.capefearengineering.com I N.C.LICENSE#C-1621 SCALE: NOTED SPEC. 05-23-0009 SHEET 15 OF 17

REVISIONS
SYM DATE APPROVED
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE ONSITE CONCRETE WASHOUT
THE NCGO1 CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment to prevent discharge of fluids. STRUCTURE WITH LINER
Implementing the details and specifications on this plan sheet will result in the construction rP" Es
2. Provide drip pans under any stored equipment. o o °,aEaN' ,A „ "\A
activity being considered compliant with the Ground Stabilization and Materials Handling o`"�"'�/ SANDBAGS
o o> l O1LBERM "
3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the > <dd LTF ;,qs., o 'c"'o
sections of the NCGO1 Construction General Permit(Sections E and F,respectively). The oSANDBAGST s,"P, `r=P'ES`°"
project. o> o mP, o o> og . b, 1
permittee shall comply with the Erosion and Sediment Controlplan approved bythe - _eEsoPF n,"G o) o
p y pp 4. Collect all spent fluids,store in separate containers and properly dispose as o o;A o Ae, - <ov vc,/v`�.J -1 SECTION B-B L
delegated authority having jurisdiction.All details and specifications shown on this sheet hazardous waste(recycle when possible). \
may not apply depending on site conditions and the delegated authority having jurisdiction. "ea"°s=,.,,
5. Remove leaking vehicles and construction equipment from service until the problem w"s„°° .�„o=,"°°E"RcE„a.�<M", SECTION A-AuorEs a THE CONCRETE WASHOUT STRUCTURES
°a=="PE °_"=°"°�Eer"E°"FE°
SECTIONE:GROUND STABILIZATION has been corrected. I"cREI "°""°`""°"DETERMINED'"""° "_` °'"RG°`"``E'�ax' "'"' SHALL BE MAINTAINED WHEN THE LIQUID
ADEQUATE HOLDING CAPACITY WI-
6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products AND/OR SOLID REACHES 7556 OF THE
STRUCTURES GAPACIN 70 PROVIDE
°eRE"„Es WASHOUT
r"M°M„"°„Es°rr"EEa°^"D
Required Ground Stabilization Timeframes PAN 3 CONCRETE�yN"RKEo „s„"""E„„„°pE"E PLAN MARKED
NEEDS
to a recycling or disposal center that handles these materials. N70 BE OTING DEVICE
E
Stabilize within this
many calendar BELOW GRADE WASHOUT STRUCTURE ABOVE GRADE WASHOUT STRUCTURE
Site Area Description Timeframe variations NOT TO SCALE NOT TO SCALE
days after ceasing LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE
land disturbance 1. Never bury or burn waste. Place litter and debris in approved waste containers.
(a) Perimeter dikes, 2. Provide a sufficient number and size of waste containers(e.g dumpster,trash CONCRETE WASHOUTS
swales,ditches,and 7 None receptacle)on site to contain construction and domestic wastes. 1. Do not discharge concrete or cement slurry from the site.
perimeter slopes 3. Locate waste containers at least 50 feet away from storm drain inlets and surface 2. Dispose of,or recycle settled,hardened concrete residue in accordance with local
(b) High Quality Water waters unless no other alternatives are reasonably available. and state solid waste regulations and at an approved facility.
None
(HQW)Zones 7 4. Locate waste containers on areas that do not receive substantial amounts of runoff 3. Manage washout from mortar mixers in accordance with the above item and in
If slopesare 10'or less in length and are
7g from upland areas and does not drain directly to a storm drain,stream or wetland. addition place the mixer and associated materials on impervious barrier and within
(c) Slopes steeper than5. Cover waste containers at the end of each workday and before storm events or lot perimeter silt fence.
3:1 not steeper than 2:1,14 days are
allowed provide secondary containment. Repair or replace damaged waste containers. 4. Install temporary concrete washouts per local requirements,where applicable. If an
-7 days for slopes greater than 50'in 6. Anchor all lightweight items in waste containers during times of high winds. alternate method or product is to be used,contact your approval authority for
length and with slopes steeper than 4:1 7. Empty waste containers as needed to prevent overflow. Clean up immediately if review and approval. If local standard details are not available, use one of the two
-7 days for perimeter dikes,swales, containers overflow. types of temporary concrete washouts provided on this detail.
(d) Slopes 3:1 to 4:1 14 ditches,perimeter slopes and HQW 8. Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
Zones 9. On business days,clean up and dispose of waste in designated waste containers. sections. Stormwater accumulated within the washout may not be pumped into or
-10 days for Falls Lake Watershed discharged to the storm drain system or receiving surface waters. Liquid waste must
-7 days for perimeter dikes,swales, PAINT AND OTHER LIQUID WASTE be pumped out and removed from project.
ditches,perimeter slopes and HQW Zones 1. Do not dump paint and other liquid waste into storm drains,streams or wetlands. 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
(e) Areas with slopes can be shown that no other alternatives are reasonably available. At a minimum,
flatter than 4:1 14 -10 days for Falls Lake Watershed unless 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface install protection of storm drain inlet(s)closest to the washout which could receive
there is zero slope waters unless no other alternatives are reasonably available. spills or overflow.
Note:After the permanent cessation of construction activities,any areas with temporary 3. Contain liquid wastes in a controlled area. 7. Locate washouts in an easily accessible area,on level ground and install a stone
ground stabilization shall be converted to permanent ground stabilization as soon as 4. Containment must be labeled,sized and placed appropriately for the needs of site. entrance pad in front of the washout. Additional controls may be required by the
practicable but in no case longer than 90 calendar days after the last land disturbing 5. Prevent the discharge of soaps,solvents,detergents and other liquid wastes from approving authority.
activity. Temporary ground stabilization shall be maintained in a manner to render the construction sites. 8. Install at least one sign directing concrete trucks to the washout within the project
surface stable against accelerated erosion until permanent ground stabilization is achieved. limits. Post signage on the washout itself to identify this location.
PORTABLE TOILETS
GROUND STABILIZATION SPECIFICATION 9. Remove leavings from the washout when at approximately 75%capacity to limit
1. Install portable toilets on level ground,at least 50 feet away from storm drains, overflow events. Replace the ground sufficiently so that rain will not dislodge the soil. Use one of the the tarp,sand bags or other temporary structural
streams or wetlands unless there is no alternative reasonably available. If 50 foot components when no longer functional. When utilizingalternative or proprietary
techniques in the table below: p g P P y
offset is not attainable,provide relocation of portable toilet behind silt fence or place products,follow manufacturer's instructions.
Temporary Stabilization Permanent Stabilization on a gravel pad and surround with sand bags.
•Temporary grass seed covered with straw or • Permanent grass seed covered with straw or 10. At the completion of the concrete work,remove remaining leavings and dispose of
other mulches and tackifiers other mulches and tackifiers 2. Provide staking or anchoring of portable toilets during periods of high winds or in high in an approved disposal facility. Fill pit,if applicable,and stabilize any disturbance
• Hydroseeding •Geotextile fabrics such as permanent soil foot traffic areas. caused by removal of washout.
• Rolled erosion control products with or reinforcement matting 3. Monitor portable toilets for leaking and properly dispose of any leaked material.
without temporary grass seed • Hydroseeding Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
•Appropriately applied straw or other mulch •Shrubs or other permanent plantings covered with properly operating unit.
• Plastic sheeting with mulch HERBICIDES,PESTICIDES AND RODENTICIDES
• Uniform and evenly distributed ground cover
sufficient to restrain erosion EARTHEN STOCKPILE MANAGEMENT 1. Store and apply herbicides,pesticides and rodenticides in accordance with label
•Structural methods such as concrete,asphalt or restrictions.
1. Show stockpile locations on plans. Locate earthen-material stockpile areas at least
retaining walls 2. Store herbicides,pesticides and rodenticides in their original containers with the
• Rolled erosion control products with grass seed 50 feet away from storm drain inlets,sediment basins,perimeter sediment controls label,which lists directions for use,ingredients and first aid steps in case of
and surface waters unless it can be shown no other alternatives are reasonably accidental poisoning.
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of 3. Do not store herbicides,pesticides and rodenticides in areas where flooding is
five feet from the toe of stockpile. possible or where they may spill or leak into wells,stormwater drains,ground water
POLYACRYLAMIDES(PAMS)AND FLOCCULANTS or surface water. If a spill occurs,clean area immediately.
3. Provide stable stone access point when feasible.
1. Select flocculants that are appropriate for the soils being exposed during 4. Do not stockpile these materials onsite.
construction,selecting from the NC DWR List of Approved PAMS/Flocculants. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. with the approved plan and any additional requirements. Soil stabilization is defined
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved as vegetative,physical or chemical coverage techniques that will restrain accelerated HAZARDOUS AND TOXIC WASTE
erosion on disturbed soils for temporary or permanent control needs.
PAMS/Flocculants and in accordance with the manufacturer's instructions. 1. Create designated hazardous waste collection areas on-site.
4. Provide ponding area for containment of treated Stormwater before discharging 2. Place hazardous waste containers under cover or in secondary containment.
offsite. 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground.
5. Store flocculants in leak-proof containers that are kept under storm-resistant cover
or surrounded by secondary containment structures.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19
SEE DISCLOSURE OF INFORMATION STATEMENT ON SHEET G-001
FINAL SUBMITTAL C-504
01-04-2024
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
CAMP LEJEUNE, NORTH CAROLINA
DES. MRH REPAIR SWP54
DR. ELB CHK. & RESTORE WETLANDS
MRH
r" $ACAIRt %
„. SUBMITTED BY: MRH NCGO1 REQUIREMENTS - 1
fir= AL- DESIGN DIR.J. FRANKLIN ORR, PE
�' APPROVED: PWO OR OICC DATE SIZE CODE (DENT. NO NAVFAC DRAWING NO.
5 U48980 z4 60039759
°i "- E 1 8009
CAPE FEAR ENGINEERING y CFtir1NFE".P'''
151 Poole Rd.Sidle 1001 Leland,NC,28451 H'"' (?„+`' COAST. CONTR.
TEL[phone] FAX 19m1353-1045 ''�n�,e1n w„` SATISFACTORY TO: DATE
www.capefearengineering com INC. .LICENSE a C-1621 SCALE: NOTED SPEC. 05-23-0009 SHEET 1 6 OF 17

REVISIONS
SYM DATE APPROVED
PART III PART III PART III
SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING
SECTION A:SELF-INSPECTION SECTION B:RECORDKEEPING SECTION C:REPORTING
Self-inspections are required during normal business hours in accordance with the table 1. E&SC Plan Documentation 1.Occurrences that Must be Reported
below. When adverse weather or site conditions would cause the safety of the inspection The approved E&SC plan as well as any approved deviation shall be kept on the site. The Permittees shall report the following occurrences:
personnel to be in jeopardy,the inspection may be delayed until the next business day on approved E&SC plan must be kept up-to-date throughout the coverage under this permit. (a) Visible sediment deposition in a stream or wetland.
which it is safe to perform the inspection. In addition,when a storm event of equal to or The following items pertaining to the E&SC plan shall be kept on site and available for
greater than 1.0 inch occurs outside of normal business hours,the self-inspection shall be inspection at all times during normal business hours.
performed upon the commencement of the next business day. Any time when inspections (b) Oil spills if:
were delayed shall be noted in the Inspection Record. Item to Document Documentation Requirements • They are 25 gallons or more,
Frequency (a) Each E&SC measure has been installed Initial and date each E&SC measure on a copy • They are less than 25 gallons but cannot be cleaned up within 24 hours,
Inspect (during normal Inspection records must include: and does not significantly deviate from the of the approved E&SC plan or complete,date
business hours) locations,dimensions and relative elevations and sign an inspection report that lists each • They cause sheen on surface waters(regardless of volume),or
(1)Rain gauge Daily Daily rainfall amounts. shown on the approved E&SC plan. E&SC measure shown on the approved E&SC • They are within 100 feet of surface waters(regardless of volume).
maintained in If no daily rain gauge observations are made during weekend or plan. This documentation is required upon the
good working holiday periods, and no individual-day rainfall information is
order available, record the cumulative rain measurement for those un- initial installation of the E&SC measures or if
attended days (and this will determine if a site inspection is the E&SC measures are modified after initial (c) Releases of hazardous substances in excess of reportable quantities under Section 311
needed). Days on which no rainfall occurred shall be recorded as installation. of the Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA
"zero." The permittee may use another rain-monitoring device (Ref:40 CFR 302.4)or G.S.143-215.85.
approved by the Division. I (b) A phase of grading has been completed. Initial and date a copy of the approved E&SC
(2) E&SC At least once per 1. Identification of the measures inspected, plan or complete,date and sign an inspection
Measures 7 calendar days 2. Date and time of the inspection, report to indicate completion of the (d) Anticipated bypasses and unanticipated bypasses.
and within 24 3. Name of the person performing the inspection, construction phase.
hours of a rain 4. Indication of whether the measures were operating
event>1.0 inch in properly, (c) Ground cover is located and installed Initial and date a copy of the approved E&SC
24 hours 5. Description of maintenance needs for the measure, in accordance with the approved E&SC plan or complete,date and sign an inspection (e) Noncompliance with the conditions of this permit that may endanger health or the
6. Description,evidence,and date of corrective actions taken. plan. report to indicate compliance with approved environment.
(3)Stormwater At least once per 1. Identification of the discharge outfalls inspected, ground cover specifications.
discharge 7 calendar days 2. Date and time of the inspection,
outfalls(SDOs) and within 24 3. Name of the person performing the inspection, (d) The maintenance and repair Complete,date and sign an inspection report. 2.Reporting Timeframes and Other Requirements
hours of a rain 4. Evidence of indicators of stormwater pollution such as oil requirements for all E&SC measures
event>1.0 inch in sheen,floating or suspended solids or discoloration, have been performed. After a permittee becomes aware of an occurrence that must be reported,he shall contact
24 hours 5. Indication of visible sediment leaving the site, the appropriate Division regional office within the timeframes and in accordance with the
6. Description,evidence,and date of corrective actions taken. (e) Corrective actions have been taken Initial and date a copy of the approved E&SC other requirements listed below. Occurrences outside normal business hours may also be
(4)Perimeter of At least once per If visible sedimentation is found outside site limits,then a record to E&SC measures. plan or complete,date and sign an inspection
site 7 calendar days of the following shall be made: report to indicate the completion of the reported to the Department's Environmental Emergency Center personnel at(800)
and within 24 1. Actions taken to clean upor stabilize the sediment that has left 858 0368.
corrective action.
hours of a rain the site limits,
event>1.0 inch in 2. Description,evidence,and date of corrective actions taken,and 2.Additional Documentation to be Kept on Site Occurrence Reporting Timeframes(After Discovery)and Other Requirements
24 hours 3. An explanation as to the actions taken to control future In addition to the E&SC plan documents above,the following items shall be kept on the (a)Visible sediment • Within 24 hours,an oral or electronic notification.
releases. site and available for inspectors at all times during normal business hours,unless the deposition in a • Within 7 calendar days,a report that contains a description of the
(5)Streams or At least once per If the stream or wetland has increased visible sedimentation or a Division provides a site-specific exemption based on unique site conditions that make stream or wetland sediment and actions taken to address the cause of the deposition.
wetlands onsite 7 calendar days stream has visible increased turbidity from the construction
or offsite and within 24 activity,then a record of the following shall be made: this requirement not practical: Division staff may waive the requirement for a written report on a
(where hours of a rain 1. Description,evidence and date of corrective actions taken,and case-by-case basis.
accessible) event>1.0 inch in 2. Records of the required reports to the appropriate Division (a) This General Permit as well as the Certificate of Coverage,after it is received. • If the stream is named on the NC 303(d)list as impaired for sediment-
24 hours Regional Office per Part III,Section C,Item(2)(a)of this permit. related causes,the permittee may be required to perform additional
(6)Ground After each phase 1. The phase of grading(installation of perimeter E&SC (b) Records of inspections made during the previous twelve months. The permittee shall monitoring,inspections or apply more stringent practices if staff
stabilization of grading measures,clearing and grubbing,installation of storm determine that additional requirements are needed to assure compliance
measures drainage facilities,completion of all land-disturbing record the required observations on the Inspection Record Form provided by the
activity,construction or redevelopment,permanent Division or a similar inspection form that includes all the required elements. Use of with the federal or state impaired waters conditions.
ground cover). (b)Oil spills and • Within 24 hours,an oral or electronic notification. The notification
2. Documentation that the required ground stabilization electronically-available records in lieu of the required paper copies will be allowed if release of shall include information about the date,time,nature,volume and
measures have been provided within the required shown to provide equal access and utility as the hard-copy records. hazardous location of the spill or release.
timeframe or an assurance that they will be provided as substances per Item
Soon as possible. 3.Documentation to be Retained for Three Years 1(b)-(c)above
All data used to complete the e-NOI and all inspection records shall be maintained for a period (c)Anticipated • A report at least ten days before the date of the bypass,if possible.
NOTE:The rain inspection resets the required 7 calendar day inspection requirement. of three years after project completion and made available upon request. [40 CFR 122.41] bypasses[40 CFR The report shall include an evaluation of the anticipated quality and
122.41(m)(3)] effect of the bypass.
PART II,SECTION G,ITEM(4) (d)Unanticipated • Within 24 hours,an oral or electronic notification.
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT bypasses[40 CFR • Within 7 calendar days,a report that includes an evaluation of the
122.41(m)(3)] quality and effect of the bypass.
(e)Noncompliance • Within 24 hours,an oral or electronic notification.
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down with the conditions • Within 7 calendar days,a report that contains a description of the
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare(for example,times with extended cold weather). of this permit that noncompliance,and its causes;the period of noncompliance,
Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: may endanger including exact dates and times,and if the noncompliance has not
health or the been corrected,the anticipated time noncompliance is expected to
(a) The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which it will occur. The non-surface withdrawal environment[40 continue;and steps taken or planned to reduce,eliminate,and
CFR 122.41(1)(7)] prevent reoccurrence of the noncompliance.[40 CFR 122.41(1)(6).
shall not commence until the E&SC plan authority has approved these items, • Division staff may waive the requirement for a written report on a
(b) The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III,Section C,Item(2)(c)and(d)of this permit, case-by-case basis.
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited,designed and maintained dewatering tanks,weir tanks,and filtration systems,
(d) Vegetated,upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item(c)above,
(e) Velocity dissipation devices such as check dams,sediment traps,and riprap are provided at the discharge points of all dewatering devices,and
(f) Sediment removed from the dewatering treatment devices described in Item(c)above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
NCGO1 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19
SEE DISCLOSURE OF INFORMATION STATEMENT ON SHEET G-001
FINAL SUBMITTAL C-505
01-04-2024
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
CAMP LEJEUNE, NORTH CAROLINA
DES. MRH REPAIR SWP54
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APPROVED: PWO OR OICC DATE SIZE CODE IDENT. NO NAVFAC DRAWING NO.
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SCALE: NOTED SPEC. 05-23-0009 SHEET 17 OF 17