SW8220519_Approved Plans_20220630

3
�$BUSINESSPARKBLUE CLAY ROAD
NC71TN CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
NAME:
BLUE CLAY ROAD BUSINESS PARK
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OWNER:
NEW HANOVER COUNTY - FACILITIES MANAGEMENT
200 DIVISION DRIVE
WILMINGTON, NC 28401
KEVIN CAISON, PROJECT MANAGER
[e-mail]
ENGINEER: MCKIM & CREED, INC
243 N. FRONT ST. WILMINGTON, NC 28401
PHONE: [phone]
RICHARD A. MOORE, PE
[e-mail]
LANDSCAPE ARCHITECT: MCKIM & CREED, INC
243 N. FRONT ST. WILMINGTON, NC 28401
PHONE: [phone]
TARA S. MURPHY, PLA
TSCHWENZFEI [e-mail]
SURVEYOR: MCKIM & CREED, INC
243 N. FRONT ST. WILMINGTON, NC 28401
PHONE: [phone]
MATT ROBERTS, PLS
[e-mail]
SURVEYOR: TIMMONS GROUP, INC
5410 TRINITY ROAD, SUITE 102. RALEIGH, NC 27607
PHONE: [phone]
BLAKE HALL, PE, PLA
[e-mail]
SURVEYOR: BATEMAN CIVIL SURVEY COMPANY
406 NORTH THIRD STREET, WILMINGTON, NC 28401
PHONE: [phone]
CLARITO CORPUS, PLS
PROJECT INFORMATION
PERMIT REVIEW DRAWINGS
4101 BLUE CLAY ROAD. NEW HANOVER COUNTY, NORTH CAROLINA
05/19/2022
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Sheet List Table
Sheet Number
Sheet Title
Sheet Description
01
G001
COVER SHEET
02
G002
GENERALNOTES
03
CX100
EXISTING CONDITIONS
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CS100
OVERALL SITE PLAN
102
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-ENLARGED
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15
CG100
OVERALL GRADING PLAN
16
CG101
GRADING PLAN ENLARGED
17
CG102
GRADING PLAN ENLARGED
18
CG103
GRADING PLAN ENLARGED
19
CG104
GRADING PLAN ENLARGED
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25
CU701
PLAN & PROFILE TRIUMPH DRIVE STA. 10+00 TO 22+50
26
CU702
PLAN & PROFILE TRIUMPH DRIVE STA. 22+50 TO 33+68
27
CU703
PLAN & PROFILE OPPORTUNITY WAY STA. 10+00 TO 18+50
28
CU704
PLAN & PROFILE LOGISTICS ROAD STA. 10+00 TO 21+50
29
CU705
PLAN & PROFILE LOGISTICS ROAD STA. 21+50 TO 32+64
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35
CS501
SITE AND STORM DRAINAGE DETAILS
36
CN501
SCM 1 DETAIL
37
CN502
SCM 2 DETAIL
38
CN503
SCM 3 DETAIL
39
CN504
SCM 4 DETAIL
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FOR PERMIT REVIEW ONLY
NOT FOR CONSTRUCTION
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CONSTRUCTION NOTES
1. CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE NEW HANOVER COUNTY
STANDARDS AND SPECIFICATIONS.
2. CONTRACTOR IS FULLY RESPONSIBLE FOR ACQUIRING THE LOCATION OF EXISTING UTILITIES FROM THE
APPROPRIATE PARTIES PRIOR TO CONSTRUCTION.
3. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES, USING FLAGMEN, ETC. AS NECESSARY TO
ENSURE SAFETY TO THE PUBLIC.
4. THESE DRAWINGS SHOW INFORMATION OBTAINED FROM THE AVAILABLE RECORDS REGARDING PIPES,
CONDUITS, TELEPHONE LINES, AND OTHER STRUCTURES AND CONDITIONS WHICH EXIST ALONG THE
LINES OF WORK AND BELOW THE SURFACE OF THE GROUND. THE OWNER AND ENGINEER DISCLAIM
ANY RESPONSIBILITIES FOR THE ACCURACY OR COMPLETENESS OF SAID INFORMATION, AND SUCH
INFORMATION IS BEING SHOWN ONLY FOR THE CONVENIENCE OF THE CONTRACTOR WHO MUST VERIFY
THE INFORMATION TO HIS OWN SATISFACTION DURING THE BIDDING AND CONSTRUCTION PHASES. IF
THE CONTRACTOR RELIES ON SAID INFORMATION, HE DOES SO AT HIS OWN RISK. THE GIVING OF THE
INFORMATION ON THE CONTRACT DRAWINGS WILL NOT RELIEVE THE CONTRACTOR OF HIS OBLIGATIONS
TO SUPPORT AND PROTECT ALL PIPES, CONDUITS, TELEPHONE LINES, AND OTHER STRUCTURES,
WHETHER ABOVE OR BELOW GRADE.
5. SHOULD ANY DAMAGE OCCUR TO EXISTING UTILITIES, IT SHALL BE REPAIRED SOLELY AT THE
CONTRACTOR'S EXPENSE.
6. THE CONTRACTOR SHALL VERIFY EXISTING INVERTS PRIOR TO CONSTRUCTION OF UNDERGROUND
UTILITIES. TEST PITTING OF EXISTING LINES PRIOR TO CONSTRUCTION, IF NECESSARY, SHALL BE
COORDINATED WITH THE OWNER.
7. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, PROJECT
SPECIFICATIONS, AND LOCAL BUILDING CODES.
8. ALL DISTURBED AREAS SHALL BE SMOOTHLY GRADED TO PROMOTE POSITIVE DRAINAGE AND
STABILIZED WITH TOPSOIL, SEED, AND MULCH. IF SETTLEMENT OCCURS, TOPSOIL, SEEDING, AND
MULCH SHALL BE REPEATED UNTIL SETTLEMENT SUBSIDES. (SEE EROSION AND SEDIMENT CONTROL
DETAILS AND SPECIFICATIONS.)
9. WATER MAINS WILL BE INSTALLED AT A DEPTH THAT WILL PROVIDE 36" COVER OVER THE PIPES
BELOW PROPOSED GRADE UNLESS SHOWN OTHERWISE ON THESE PLANS OR DIRECTED OTHERWISE
BY THE ENGINEER.
10. ALL WATER VALVES, BOXES, AND FIRE HYDRANT ASSEMBLES SHALL BE SET AND ADJUSTED TO
FINISHED GRADE.
11. THE OWNER IS RESPONSIBLE FOR THE ACQUISITION OF ALL EASEMENTS, BOTH TEMPORARY
AND PERMANENT.
12. THE CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL SURVEY CONTROL PRIOR TO STAKING
OUT CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER
PRIOR TO PROCEEDING WITH WORK.
13. ANY PROPERTY LINE MONUMENTATION DISTURBED DURING CONSTRUCTION SHALL BE REPLACED SOLELY
AT THE CONTRACTOR'S EXPENSE.
14. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY DEVIATION FROM THESE PLANS.
15. FIRE HYDRANTS SHALL BE PLACED A MINIMUM DISTANCE OF 6 FEET FROM BACK OF CURB AND
SHALL HAVE A CLEAR SPACE OF 3 FEET FROM ANY PERMANENT STRUCTURE PER CFPUA STANDARDS.
16. ALL SELECT AND BORROW MATERIAL SHALL MEET CRITERIA SET FORTH BY SECTIONS 1016 AND 1018
OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION'S STANDARDS AND SPECIFICATIONS FOR
ROADS AND STRUCTURES. SEE SECTION FOR PLACEMENT AND COMPACTION INFORMATION.
17. THE ENGINEER AND THE CONTRACTOR SHALL INSPECT ALL EXISTING PIPES USED IN THE FINAL
DRAINAGE SYSTEM AND AGREE ON THE CONDITION OF THE PIPES PRIOR TO CONSTRUCTION. IF
DAMAGE OCCURS TO THESE PIPES DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE
FOR THE REPAIR OR REPLACEMENT OF THE PIPE(S).
18. EXISTING PAVING, CONCRETE, AND OTHER UNSUITABLE MATERIALS INCLUDING UNDERCUT EXCAVATION
SHALL NOT BE USED AS FILL MATERIAL AND SHALL BE DISPOSED OF OUTSIDE THE PROJECT LIMITS
AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING AND FEES
FOR DISPOSAL.
19. ALL TREES, STUMPS, ROOT MAT, ETC. SHALL BE ENTIRELY REMOVED REGARDLESS OF DEPTH. BURIAL
OF ORGANIC MATERIAL WITHIN THE PROJECT LIMITS IS NOT PERMITTED. OPEN BURNING OF DOWNED
TREES AND STUMPS IS NOT PERMITTED. CHIPPED MATERIALS MUST BE REMOVED PRIOR TO THE
PLACEMENT OF EMBANKMENT OR TOPSOIL.
20. THE CONTRACTOR IS SOLELY RESPONSIBLE TO OBTAIN OFF -SITE SPOIL AREAS FOR DISPOSAL OF
EXCESS AND/OR UNSUITABLE MATERIALS AS NECESSARY. OFF -SITE SPOIL AREAS MUST BE
SUBMITTED TO THE ENGINEER AND APPLICABLE REGULATORY AGENCIES PRIOR TO UTILIZATION BY THE
CONTRACTOR. NO AREAS DESIGNATED AS WETLANDS WILL BE PERMITTED FOR USE AS A DISPOSAL
SITE. THE CONTRACTOR SHALL SUBMIT DOCUMENTATION TO THE ENGINEER THAT NO WETLANDS WILL
BE IMPACTED. THE ENGINEER WILL NOT CONSIDER ANY DELAYS OR MONETARY CLAIMS OF ANY NATURE
RESULTING FROM THE CONTRACTOR'S FAILURE OR DIFFICULTY IN FINDING NECESSARY DISPOSAL SITES
TO MEET THE TIME FRAMES AND CAPACITIES REQUIRED. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR ALL PLANS, PERMITS, EROSION AND SEDIMENT CONTROL MEASURES, ETC. REQUIRED BY THE
APPROPRIATE REGULATORY AGENCIES FOR UTILIZING OFF -SITE SPOIL AREAS. THE CONTRACTOR SHALL
CERTIFY TO THE ENGINEER THAT ALL REQUIRED PERMITS HAVE BEEN OBTAINED PRIOR TO UTILIZING
THE OFF -SITE SPOIL AREAS. ALL COSTS FOR PROCURING AND UTILIZING THE OFF -SITE SPOIL AREAS
ARE TO BE INCIDENTAL TO THE BASE BID.
DEMOLITION NOTES
1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH FIELD DEMOLITION CONDITIONS.
2. THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER DISPOSAL OF ALL DEMOLISHED DEBRIS
ASSOCIATED WITH THE PROJECT IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.
3. THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST GENERATED BY THE WORK, INCLUDING BUT
NOT LIMITED TO DEMOLITION AND CONSTRUCTION ACTIVITIES, SITE VEHICULAR TRAFFIC AND RELATED
OPERATIONS.
4. THE CONTRACTOR IS RESPONSIBLE FOR HAVING ALL EXISTING UTILITIES LOCATED PRIOR TO BEGINNING
ANY DEMOLITION. CONTRACTOR SHALL CONTACT NC ONE CALL AT LEAST 72 HOURS PRIOR TO
BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
5. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE GROUND, ARE BASED
ON FIELD SURVEY AND THE BEST AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY
FIELD CONDITIONS PRIOR TO BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE
REPORTED TO THE OWNER'S REPRESENTATIVE AND ENGINEER IMMEDIATELY.
6. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF DISCONNECTING AND ABANDONING ALL
EXISTING UTILITIES WITH THE OWNER UNLESS OTHERWISE NOTED. ALL EXISTING UTILITIES AND
ASSOCIATED PIPING, ETC. NOT IN USE ON THE SITE SHALL BE PROPERLY ABANDONED AND REMOVED
AS REQUIRED. COORDINATE WITH THE OWNER.
7. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ANY EXISTING UTILITIES THAT REMAIN IN
SERVICE DURING DEMOLITION.
8. THE CONTRACTOR IS RESPONSIBLE FOR STABILIZATION OF ALL DISTURBED AREAS AND SLOPES ON
AND OFF SITE IN ACCORDANCE WITH THE EROSION CONTROL MEASURES SPECIFIED ON THE PLANS
AND IN THE SPECIFICATIONS. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE
WHO IS RESPONSIBLE FOR PROVIDING THE PERMANENT STABILIZATION MEASURES AND THE TYPE OF
PERMANENT MEASURES PRIOR TO BEGINNING DEMOLITION AND CONSTRUCTION. THE PERMANENT
STABILIZATION MEASURES SHALL BE IN PLACE AND ACCEPTABLE TO THE OWNER'S REPRESENTATIVE
AND ENGINEER PRIOR TO PROJECT CLOSEOUT. COORDINATE INSPECTION WITH THE OWNER AND
ENGINEER PRIOR TO PROJECT CLOSEOUT.
9. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND CONTACTING THE ENGINEER FOR THE
REQUIRED INSPECTIONS ON THE PROJECT.
10. WETLANDS DO EXIST ON SITE. WETLANDS WILL NOT BE DISTURBED DURING CONSTRUCTION OF
THIS PROJECT.
UTILITY COMPANY CONTACTS
DUKE/PROGRESS ENERGY: SID LIVINGSTON/MARK HATFIELD [phone]
DUKE ENERGY (TRANSMISSION): BILL WILDER [phone]
AT&T: JAMES BATSON [phone]
SPECTRUM: ROBERT JOHN [phone]
PIEDMONT NATURAL GAS: PAUL GONKA [phone]
DJ MEDEIROS [phone]
CAPE FEAR PUBLIC UTILITY AUTHORITY. [phone]
CONSTRUCTION SEQUENCE:
1. OBTAIN ALL NECESSARY PERMIT APPROVALS PRIOR TO ANY LAND DISTURBING ACTIVITY.
2. HOLD A PRE -CONSTRUCTION MEETING WITH THE EROSION CONTROL INSPECTOR.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCE, COMMENCE CLEARING TO INSTALL SILT FENCE AND
ROUGH GRADING OPERATIONS TO ESTABLISH TEMPORARY DIVERSION DITCHES, AND SEDIMENT
BASINS.
4. ROUGH GRADE ROADWAY AND SITE.
5. INSTALL STORM DRAINAGE SYSTEM WITH OUTLET PROTECTION DEVICES.
6. CONSTRUCT UNDERGROUND UTILITIES (WATER AND SANITARY SEWER).
7. PROVIDE TEMPORARY PROTECTION MEASURES AND DEVICES AS REQUIRED UNTIL UNDERGROUND
UTILITIES AND PAVEMENT SECTION IS COMPLETE AND FINAL GRADES ARE STABILIZED WITH
TEMPORARY VEGETATIVE COVER.
8. STABILIZE (FERTILIZE, SEED, AND MULCH) ALL DISTURBED AREAS AS SOON AS FINAL GRADES
ARE ESTABLISHED.
9. ONCE CONSTRUCTION IS COMPLETE AND ALL DISTURBED AREAS ARE STABILIZED, REMOVE
TEMPORARY EROSION CONTROL MEASURES, REMOVE SEDIMENT FROM SEDIMENT BASIN AND
RESTORE TO ORIGINAL DIMENSIONS.
EXCAVATION GRADING AND BACKFILLING NOTES
1. ANY UNDERCUTTING IN GOOD SOIL SHALL BE REPLACED AND THE REPLACEMENT MATERIAL SHALL BE
COMPACTED TO NINETY-FIVE (95) PERCENT OF MAXIMUM DENSITY OBTAINED AT OPTIMUM MOISTURE
CONTENT, AS DETERMINED BY THE ASTM D 698 STANDARD PROCTOR TEST METHOD. IN THE EVENT
THAT MATERIAL ENCOUNTERED AT PIPE GRADE, SUBGRADE OF PARKING OR ROADWAYS AND SUBGRADE
OF BUILDING FOUNDATIONS IS FOUND TO BE SOFT, SPONGY, OR IN ANY OTHER WAY UNSUITABLE, THE
CONTRACTOR SHALL NOTIFY THE GEOTECHNICAL ENGINEER IMMEDIATELY. SUCH UNSUITABLE MATERIAL
SHALL BE REMOVED TO A DEPTH AS SPECIFIED BY THE GEOTECHNICAL ENGINEER AND REPLACED WITH
A MINIMUM OF SIX (6) INCHES OF STONE, OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER.
2. BEFORE BACKFILLING IS COMMENCED OVER PIPES AND OTHER INSTALLATIONS, EARTH FILL SHALL BE
SOLIDLY TAMPED AROUND AND ABOVE THE PIPE TO A DEPTH OF ONE (1) FOOT ABOVE THE TOP OF
THE PIPE. CARE SHALL BE TAKEN TO PREVENT ANY DISTURBANCE TO THE PIPE OR DAMAGE TO
NEWLY MADE JOINTS. THE FILLING OF THE TRENCH SHALL BE CARRIED OUT SIMULTANEOUSLY ON
BOTH SIDES OF THE PIPES IN SUCH A MANNER THAT INJURIOUS SIDE PRESSURES DO NOT OCCUR.
3. THE MATERIAL FOR BACKFILLING SHALL BE FREE FROM ALL PERISHABLE AND OBJECTIONABLE
MATERIALS. BEFORE PLACING ANY BACKFILL, ALL RUBBISH, FORM, BLOCKS, WIRES OR OTHER
UNSUITABLE MATERIAL SHALL BE REMOVED FROM EXCAVATION. THE BACK -FILLING OVER PIPES SHALL
BE PLACED IN LAYERS NOT OVER SIX (6) INCHES THICK AND COMPACTED TO A MINIMUM DENSITY OF
NINETY-FIVE (95) PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED
PROCTOR COMPACTION TEST TO A DEPTH OF 12 INCHES BELOW FINISHED GRADE. THE LAST 12 INCHES
OF BACKFILL SHALL BE PLACED IN LAYERS NOT OVER SIX (6) INCHES THICK AND COMPACTED TO A
MINIMUM DENSITY OF NINETY-EIGHT (98) PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY
THE MODIFIED PROCTOR COMPACTION TEST.
STORM DRAINAGE AND GRADING NOTES
1. IN ACCORDANCE WITH NC GENERAL STATUTES, NPDES REGULATIONS, AND NCDENR REQUIREMENTS,
STORMWATER DISCHARGE OUTFALLS SHALL BE INSPECTED BY THE CONTRACTOR. INSPECTIONS
SHALL BE PERFORMED BY THE CONTRACTOR AFTER EACH STORM EVENT OF 1/2 INCH OR
GREATER, WITH ONE WEEKLY INSPECTION MINIMUM. NCDENR STANDARD INSPECTION REPORTS
SHALL BE PREPARED AND SIGNED WITH COPIES PROVIDED TO THE OWNER, ARCHITECT, AND
ENGINEER, BY THE CONTRACTOR.
2. INLET PROTECTION SHALL BE INSTALLED AROUND OUTFALL. DEVICES SHALL BE CONSTRUCTED TO
FINAL PROPOSED CONDITION UPON STABILIZATION OF CONTRIBUTING GROUND SURFACES AND
REMOVAL OF SEDIMENT FROM STORM PIPES.
3. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE
CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY CONSTRUCTION MANAGER IF
ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR
GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO CONTRACTOR FOR ANY WORK
DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH
NOTIFICATION HAS NOT BEEN GIVEN.
4. UNLESS OTHERWISE NOTED, GRADES AND SPOT ELEVATIONS NOTED ON PLANS INDICATE FINISHED
GRADE OR PAVEMENT SURFACE. ALL DIMENSIONS ARE MEASURED TO THE BACK OF CURB UNLESS
OTHERWISE INDICATED.
5. COORDINATION WITH CITY SURVEYOR TO DETERMINE MONUMENTATION IS REQUIRED. NOTE ON
PLANS.
6. CONTF, 0TOR TO COORDINATE WITH CITY OF WILMINGTON CONSTRUCTION INSPECTOR TO ENSURE
EDGE OF CATCH BASIN GRATES ALIGN WITH TRAVEL LANE AS REQUIRED.
MATERIALS AND EASEMENT NOTES:
1. ALL DROP INLETS ARE NCDOT STD 840.14, 840.16
2. ALL STORM DRAINAGE PIPING TO BE CLASS IV RCP, UNLESS OTHERWISE NOTED
3. ALL STORM DRAINAGE PIPING CONVEYING DISCHARGE FROM THE PUBLIC RIGHT-OF-WAY SHALL
BE CONTAINED WITHIN A PUBLIC DRAINAGE EASEMENT WHOSE WIDTH IS DETERMINED BY THE
DEPTH OF BURY
4. ALL SANITARY SEWER LINES AND WATERLINES SHALL BE C-900 PVC, UNLESS OTHERWISE NOTED
AND MEET CAPE FEAR PUBLIC UTILITY SPECIFICATIONS
5. A PUBLIC UTILITY EASEMENT SHALL BE RESERVED WITHIN THE STREET RIGHT-OF-WAY. A 10'
NON -MUNICIPAL EASEMENT SHALL BE RESERVED ALONG BOTH SIDES OF ALL STREETS
6. WATER AND SANITARY SEWER UTILITIES ARE PUBLIC - CAPE FEAR PUBLIC UTILITY AUTHORITY
FIRE PROTECTION NOTES
1. LANDSCAPING OR PARKING CANNOT BLOCK OR IMPEDE FIRE HYDRANTS. A 3-FOOT CLEAR SPACE
SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF THE HYDRANT AND FDC.
2. HYDRANTS MUST BE LOCATED WITHIN THE RIGHT OF WAY OR FIRST 5-FEET OF NON -MUNICIPAL
EASEMENT.
3. COMBUSTIBLE MATERIALS MAY NOT BE STORED OR ERECTED ONSITE WITHOUT COUNTY FIRE INSPECTOR
APPROVAL.
4. NEW HYDRANTS MUST BE AVAILABLE FOR USE PRIOR TO CONSTRUCTION OF ANY BUILDING(S).
5. CONTRACTOR SHALL MAINTAIN AN ALL WEATHER ACCESS FOR EMERGENCY VEHICLES AT ALL TIMES
DURING CONSTRUCTION.
6. FIRE HYDRANTS ARE TO BE INSTALLED PER CFPUA SPECIFICATIONS.
SEAL
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UTILITY NOTES
1. SCHEDULE A PRECONSTRUCTION MEETING WITH CAPE FEAR PUBLIC UTILITY AUTHORITY
48 HOURS PRIOR TO CONSTRUCTION OF WATER AND SEWER LINES.
2. WATER AND SANITARY SEWER UTILITY MAINS ARE PRIVATE BEYOND THE PUBLIC
STREET RIGHT-OF-WAY.
3. THIS PROJECT SHALL COMPLY WITH THE CFPUA CROSS CONNECTION CONTROL
REQUIREMENTS. WATER METER(S) CANNOT BE RELEASED UNTIL ALL REQUIREMENTS
ARE MET AND NCDENR HAS ISSUED THE "FINAL APPROVAL".
4. ALL COMMERCIAL WATER SERVICES AND ANY IRRIGATION SYSTEMS SUPPLIED BY CFPUA
WATER SHALL HAVE A BACKFLOW PREVENTION DEVICE ACCEPTABLE TO CFPUA AND
APPROVED BY USCFCCCHR OR ASSE.
5. BACKFLOW PREVENTION AND METERS WILL BE PROVIDED FOR BOTH FIRE LINES (RPDA)
AND DOMESTIC SERVICE (RPZ). FIRE LINE BACKFLOW PREVENTER AND DOMESTIC
SERVICE BACKFLOW PREVENTER WILL BE LOCATED AS SHOWN ON THE UTILITY PLANS.
INSTALLER OF BACKFLOW PREVENTERS MUST CONTACT CFPUA PRIOR TO INSTALLING
UNITS TO GIVE CFPUA THE OPTION TO VERIFY INSTALLATION PROCEDURES.
5.1. REDUCED PRESSURE PRINCIPLE ASSEMBLY FOR DOMESTIC WATER SERVICE
5.2. REDUCE PRESSURE DETECTOR ASSEMBLY WILL BE UTILIZED FOR THE BACKFLOW
PREVENTER ON THE FIRE SERVICE.
6. IF THE CONTRACTOR DESIRES CFPUA WATER FOR CONSTRUCTION HE SHALL APPLY IN
ADVANCE FOR THIS SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ)
BACKFLOW PREVENTION DEVICE ON THE DEVELOPER'S SIDE OF THE WATER METER BOX.
7. WATER: 1.5" AND 2" PVC SERVICES SHALL BE CONSTRUCTED USING ASTM D2241, IPS,
GASKETED PIPE, SDR 21. 4"-12" PVC MAINS AND SERVICES SHALL BE CONSTRUCTED
USING AWWA C-900 PVC, CL235 (DR-18). REQUIREMENTS OF AWWA C900 ELASOMERIC
PUSH -ON JOINTS.
8. SANITARY SEWER: FOR PIPE SIZES 4" AND 6" PIPE SHALL BE SCH 40 CONFORMING
TO THE REQUIREMENTS OF ASTM D1785 WITH SOLVENT WELD JOINTS CONFORMING TO
ASTM D2672. FOR PIPE SIZES 8" THROUGH 12", PIPE SHALL BE CLASS 150, DR18
CONFORMING TO THE REQUIREMENTS OF AWWA C900 WITH ELASTOMERIC PUSH -ON
JOINTS CONFORMING TO ASTM D3212 OR ASTM D3139.
9. WATER AND SEWER SERVICES CANNOT BE ACTIVATED ON NEW MAINS UNTIL
ENGINEER'S CERTIFICATION AND AS-BUILTS ARE RECEIVED AND "FINAL APPROVAL"
ISSUED BY PUBLIC WATER SUPPLY SECTION OF NCDENR AND "FINAL ENGINEERING
CERTIFICATION" ISSUED BY DIVISION OF WATER QUALITY OF NCDENR.
10. WATERLINE TRACER WIRE: SEE CFPUA DETAIL WD-17.
11. SITE UTILITY CONTRACTOR TO PROVIDE WATER AND SANITARY SEWER SERVICE TO
WITHIN 5 FEET OF THE BUILDING. CONTRACTOR SHALL COORDINATE SITE PLAN
CONNECTIONS WITH THE ARCHITECTURAL BUILDING PLANS.
12. MAXIMUM BENDING RADIUS FOR 8" C-900 PVC WATER MAIN BENDS IS 380,
(ONE-HALF MANUFACTURER'S RECOMMENDED ALLOWABLE LONGITUDINAL BENDING).
13. UNDERGROUND UTILITIES: ALL NEW UTILITIES SHALL BE INSTALLED UNDERGROUND,
EXCEPT WHERE SUCH PLACEMENT IS PROHIBITED OR DEEMED IMPRACTICAL BY THE
UTILITY PROVIDER. UNDERGROUND TERMINAL FACILITIES FOR STREET LIGHTING ALONG
THE PUBLIC STREETS ABUTTING THE SUBJECT SITE SHALL BE INSTALLED BY THE
DEVELOPER.
14. MINIMUM OF 36" COVERAGE ABOVE ALL WATERMANS.
15. MINIMUM OF 36" VERTICAL SEPARATION BETWEEN WATERLINES AND STORMDRAIN CURB
INLETS
16. A VARIANCE IS NOT ANTICIPATED FROM ANY NORTH CAROLINA DIVISION OF WATER
QUALITY (DWQ) REQUIREMENT.
17. PLANS ARE IN COMPLIANCE WITH CAPE FEAR PUBLIC UTILITY AUTHORITY TECHNICAL
STANDARDS AND SPECIFICATIONS.
RELATION OF WATER MAINS TO SANITARY SEWERS:
1. LATERAL SEPARATION OF SANITARY SEWERS AND WATER MAINS: WATER MAINS SHALL
BE LAID AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED SEWERS UNLESS
LOCAL CONDITIONS OR BARRIERS PREVENT A 10 FOOT LATERAL SEPARATION, IN WHICH
CASE:
1.1. THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF THE
BOTTOM OF THE WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP OF THE
SEWER, OR
1.2. THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER
MAIN LOCATED AT ONE SIDE ON A BENCH OF UNDISTURBED EARTH, AND ABOVE
THE TOP OF THE SEWER.
2. CROSSING A WATER MAIN OVER A SEWER MAIN: WHENEVER IT IS NECESSARY FOR A
WATER MAIN TO CROSS OVER A SEWER THE WATER MAIN SHALL BE LAID AT SUCH AN
ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 24 INCHES ABOVE
THE TOP OF THE SEWER MAIN. UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT
AN 18 INCH VERTICAL SEPARATION - IN WHICH CASE BOTH THE WATER MAIN AND
THE SEWER MAIN SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS
THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON
EACH SIDE OF THE POINT OF CROSSING.
3. CROSSING A WATER MAIN UNDER A SEWER MAIN: WHENEVER IT IS NECESSARY FOR A
WATER MAIN TO CROSS UNDER A SEWER MAIN BOTH THE WATER MAIN AND THE
SEWER MAIN SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS
EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE
OF THE POINT OF CROSSING.
4. CROSSING A SEWER MAIN/WATER MAIN OVER OR UNDER A STORM DRAIN: WHENEVER
IT IS NECESSARY FOR A SEWER MAIN/WATER MAIN TO CROSS A STORM DRAIN PIPE,
THE SEWER MAIN/WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE
OUTSIDE OF THE SEWER MAIN/WATER MAIN NEAREST TO THE OUTSIDE OF THE STORM
DRAIN PIPE SHALL MAINTAIN A 24 INCH CLEAR SEPARATION DISTANCE HORIZONTAL,
OR THE SEWER MAIN/WATER MAIN SHALL EITHER BE CONSTRUCTED OF DUCTILE IRON
PIPE OR ENCASED IN EITHER CONCRETE OR DUCTILE IRON PIPE FOR AT LEAST 5 FEET
ON EITHER SIDE OF THE CROSSING.
TREE PROTECTION NOTES
1. PRIOR TO ANY CLEARING, GRADING, OR CONSTRUCTION ACTIVITY, TREE PROTECTION
FENCING WILL BE INSTALLED AROUND PROTECTED TREES OR GROVES OF TREES. NO
CONSTRUCTION WORKERS, TOOLS„ MATERIALS OR VEHICLES ARE PERMITTED WITHIN THE
TREE PROTECTION FENCING.
2. NO LAND DISTURBANCE, INCLUDING TREE REMOVAL, IS TO OCCUR OUTSIDE THE PROJECT
BOUNDARY SHOWN ON THE PLANTS, UNLESS OTHERWISE NOTED. TREE PROTECTION
FENCING IS SHOWN OUTSIDE OF PROJECT BOUNDARY FOR PROTECTION OF EXISTING
TREES IN CLOSE PROXIMITY TO PROPOSED CONSTRUCTION.
3. PROTECTIVE FENCING IS TO BE PROPERLY MAINTAINED THROUGHOUT THE DURATION OF
THE PROJECT AND CONTRACTOR SHALL RECEIVE ADEQUATE INSTRUCTIONS ON TREE
PROTECTION METHODS.
4. LAND CLEARING AND CONSTRUCTION CONTRACTORS SHALL RECEIVE ADEQUATE
INSTRUCTION ON TREE PROTECTION REQUIREMENTS AND METHODS.
5. NO EQUIPMENT IS ALLOWED ON THE SITE UNTIL ALL TREE PROTECTION FENCING AND SILT
FENCING HAS BEEN INSTALLED AND APPROVED BY THE LANDSCAPE ARCHITECT.
6. ANY TREES AND/OR AREAS DESIGNATED TO BE PROTECTED MUST BE PROPERLY
BARRICADED WITH FENCING AND PROTECTED THROUGHOUT CONSTRUCTION TO INSURE
THAT NO CLEARING AND GRADING OR STAGING OF MATERIALS WILL OCCUR IN THOSE
AREAS.
7. REGULATED AND SIGNIFICANT TREES IN THE STREET YARD AND ANY TREES IN ANY
REQUIRED BUFFERS SHALL TO BE RETAINED [62.1-3(1) (A) & (B)].
EROSION CONTROL NOTES
1. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE
COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
2. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A
VIOLATION OF STATE LAW AND IS SUBJECT TO A FINE. ANY BUILDER THAT ANTICIPATED THE
DISTURBANCE OF MORE THAN ONE ACRE WILL BE REQUIRED TO GET AN EROSION CONTROL
PERMIT FROM NEW HANOVER COUNTY.
3. GROUND COVER MUST BE PROVIDED ON EXPOSED SLOPES WITHIN 21 CALENDAR DAYS
FOLLOWING COMPLETION OF ANY PHASE OF GRADING; AND, A PERMANENT GROUND COVER FOR
ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS
SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
4. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A
REPRESENTATIVE OF NEW HANOVER COUNTY.
5. SLOPES SHALL BE GRADED NO STEEPER THAN 3:1.
6. ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON BY THE FIELD INSPECTOR, ENGINEER,
AND OWNER.
7. IF ACTIVE CONSTRUCTION CEASES IN ANY AREA FOR MORE THAN 15 WORKING DAYS OR 90
CALENDAR DAYS (WHICHEVER IS SHORTER), ALL DISTURBED AREAS MUST BE SEEDED, MULCHED,
AND TACKED.
8. WITHIN 24 HOURS FOLLOWING ANY RAIN EVENT, THE CONTRACTOR SHALL INSPECT AND REPAIR,
AS NECESSARY, ALL DAMAGED EROSION CONTROL MEASURES.
9. ALL ACTIVITY AND INSTALLATION OF EROSION CONTROL MATTING WILL BE COMPLETE PRIOR TO
ANY RAIN EVENT.
EROSION CONTROL MAINTENANCE PLAN:
1. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED AND REPAIRED, AS
NECESSARY, EVERY SEVEN (7) DAYS AND WITHIN 24 HOURS OF EVERY ONE-HALF (0.5) INCH
OR GREATER RAINFALL.
2. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF
CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED
AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING
CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION. ALL
TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND
THE SITE IS STABILIZED.
3. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES ABOUT 0.5
FEET DEEP. THE SEDIMENT FENCE WILL BE REPAIRED OR REPLACED AS NECESSARY TO
MAINTAIN A BARRIER.
4. ALL AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO
SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE
COVER.
5. STONE CONSTRUCTION ENTRANCE TO BE CLEANED WHEN SEDIMENT ACCUMULATIONS ARE
VISIBLE OR SEDIMENT IS TRACKED ON TO THE PAVEMENT. STONE WILL BE PERIODICALLY TOP
DRESSED WITH 2 INCHES OF #4 STONE TO MAINTAIN 6 INCH DEPTH. THE CONTRACTOR SHALL
DAILY REMOVE MUD/SOIL FROM PAVEMENT, AS REQUIRED.
6. INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (i
INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW,
LIMBS, OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED. ANTICIPATE
SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS
AROUND THE EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT
EROSION OCCURS BETWEEN DAMS, ADDITIONAL MEASURES CAN BE TAKEN SUCH AS,
INSTALLING A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE CHANNEL.REMOVE
SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL
VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND
PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS
NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
7. INSPECT TEMPORARY SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT
(1/2- OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND
RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN IT ACCUMULATES TO ONE-HALF THE
DESIGN DEPTH. PLACE REMOVED SEDIMENT IN AN AREA WITH SEDIMENT CON?�D S.
8. CHECK THE SEDIMENT BASIN EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION 13AMAGE,
AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NE 1ESSARY
REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE RI_.:R AND POOL
AREA.
9. INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (0.5" OR GRATER)
RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS 10 Pf' -.'VIDE
ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UN_�RG UT THE
WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED. INLET PRv ,r _TION
SHOULD BE CLEANED OUT WHEN IT IS HALF FULL.
10. INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED
REPAIRS IMMEDIATELY. BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC
OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE ADEQUATE STORAGE
VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE BAFFLES. TAKE CARE TO
AVOID DAMAGING THE BAFFLES DURING CLEAN OUT. SEDIMENT DEPTH SHOULD NEVER EXCEED
HALF THE DESIGNED STORAGE DEPTH. AFTER THE CONTRIBUTING DRAINAGE AREAS HAS BEEN
PROPERLY STABILIZED, REMOVE ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS,
BRING THE AREA TO GRADE, AND STABILIZE IT.
11. INSPECT THE SKIMMER FOR CLOGGING. PULL THE SKIMMER TO THE SIDE OF THE BASIN AND
REMOVE ANY DEBRIS. ALSO CHECK THE ORIFICE INSIDE THE SKIMMER AND THE ARM OR
BARREL PIPE FOR CLOGGING; IF CLOGGED, REMOVE THE DEBRIS.
12. INSPECT PERMANENT AND TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY
RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION
RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA
PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND
WITH THE NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT.
13. INSPECT WATTLES ONCE A WEEK AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAIN
FALL EVENT AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER
DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED. CORRECT ALL DAMAGE FROM
SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM/WADDLE AND EROSION FROM HIGH
FLOWS AROUND EDGES OF DAM IMMEDIATELY.IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS,
INSTALL A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE CHANNEL PER NCDENR
PRACTICE 6.31. REMOVE SEDIMENT ACCUMULATION BEHIND THE DAMS AS NEEDED TO PREVENT
DAMAGE TO THE CHANNEL VEGETATION/LINING, ALLOW THE CHANNEL TO DRAIN THROUGH THE
STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE
DAM/WADDLE. ADD STONES TO CHECK DAMS AND REPAIR/REPLACE WATTLES AS NEEDED TO
MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
14. INSPECT SILT FENCE ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED
REPAIRS IMMEDIATELY. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR,
DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT IMMEDIATELY. SEDIMENT SHALL BE
REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES ABOUT 0.5 FEET DEEP. THE
SEDIMENT FENCE WILL BE REPAIRED OR REPLACED AS NECESSARY TO MAINTAIN A BARRIER.
15. INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT (1/2 INCH OR
GREATER) RAINFALL EVENTS TO SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS
TAKEN PLACE, OF IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED
REPAIRS TO PREVENT FURTHER DAMAGE. REPAIR OR REPLACE RIPRAP AS REQUIRED TO
MAINTAIN EFFECTIVENESS. CONTROL WEED AND BRUSH GROWTH AS NEEDED.
16. IF PROPOSED STORMWATER CONTROL MEASURES ARE USED AS SEDIMENT BASINS DURING
CONSTRUCTION, THEN PRIOR TO SCM CERTIFICATION THE CONTRACTOR SHALL CLEAN THE
SEDIMENT FROM THE SCM, INSTALL FOREBAY BERM, INSTALL EMERGENCY OUTFALL MEASURES,
AND GENERALLY BRING THE SCM INTO COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND
NCDEQ RULES AND REGULATIONS.
17. INSPECT DIVERSION DIKES ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE
SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIKE. CHECK OUTLETS, AND MAKE TIMELY
REPAIRS AS NEEDED TO AVOID GULLY FORMATION. WHEN THE AREA ABOVE THE TEMPORARY
DIVERSION DIKE IS PERMANENTLY STABILIZED, REMOVE THE DIKE, AND FILL AND STABILIZE
THE CHANNEL TO BLEND WITH THE NATURAL SURFACE.
CAPE FEAR PUBLIC UTILITY AUTHORITY CONSTRUCTION PROCEDURE:
1. THE DESIGN ENGINEERING SHALL SUBMIT 3 SETS OF FINAL DESIGN PLANS AND APPROVED
SPECIFICATIONS PRIOR TO SCHEDULING THE PRE -CONSTRUCTION MEETING.
2. SUBMITTALS FOR MATERIALS SHOULD BE MADE IN ACCORDANCE WITH CFPUA SPECIFICATION SECTION
01340. MATERIAL SHOP DRAWING SUBMITTALS ARE REQUIRED FOR ALL PHYSICAL ASSETS TO ENSURE
THEY COMPLY WITH CFPUA TECHNICAL SPECIFICATIONS AND DETAILS. THESE SUBMITTALS ARE
PROJECT -SPECIFIC, AND MUST INCLUDE OR HIGHLIGHT ONLY THE SPECIFIC MATERIALS TO BE USED IN
THE PROJECT. THE SUBMITTAL APPROVAL PROCESS IS GENERALLY AS FOLLOWS:
MATERIAL VENDOR FURNISHES SUBMITTALS TO THE CONTRACTOR BASED ON THE PROJECT
REQUIREMENTS.
CONTRACTOR REVIEWS THE SUBMITTALS FOR COMPLIANCE WITH THE APPROVED CONSTRUCTION
DRAWINGS, CFPUA TECHNICAL SPECIFICATIONS AND DETAILS, AND FORWARDS TO THE
DEVELOPER'S ENGINEER -OF -RECORD WHEN COMPLETE.
THE DEVELOPER'S ENGINEER -OF -RECORD VERIFIES COMPLIANCE, STAMPS AND SIGNS THE
SUBMITTAL, AND FORWARDS THE PACKAGE TO THE CFPUA CONSTRUCTION MANAGER. IF IT IS
DETERMINED THAT THE MATERIAL SHOP DRAWING SUBMITTAL IS NOT IN COMPLIANCE, THE
ENGINEER SHALL RETURN IT TO THE CONTRACTOR FOR CORRECTION AND RESUBMISSION AS NOTED
ABOVE.
CFPUA S CONSTRUCTION MANAGER REVIEWS THE SUBMITTAL FROM THE DEVELOPER'S
ENGINEER -OF -RECORD, VERIFIES COMPLIANCE, AND NOTIFIES THE ENGINEER THAT THE
MATERIALS ARE APPROVED FOR CONSTRUCTION. IF IT IS DETERMINED THAT THE MATERIAL SHOP
DRAWING SUBMITTAL IS NOT IN COMPLIANCE, THE SUBMITTAL WILL BE RETURNED TO THE
ENGINEER FOR CORRECTION AND RESUBMISSION AS NOTED ABOVE.
3. ANY REQUEST FOR DEVIATIONS FROM THE STAMPED DRAWINGS AND MATERIAL SUBMITTALS MUST BE
SUBMITTED TO THE CFPUA CONSTRUCTION MANAGER. THE DEVIATION WILL BE REVIEWED BY CFPUA
STAFF. THE ENGINEER, CONTRACTOR AND CFPUA INSPECTOR WILL BE NOTIFIED IF IT IS APPROVED,
NEEDS TO BE REVISED AND RESUBMITTED OR REJECTED. ANY CHANGES TO THE STAMPED
CONSTRUCTION DOCUMENTS MADE IN THE FIELD BY THE CONTRACTOR MUST BE APPROVED BY THE
ENGINEER OF RECORD AND CFPUA CONSTRUCTION MANAGER. THE CFPUA INSPECTOR CANNOT
APPROVE MAJOR CHANGES FROM THE STAMPED CONSTRUCTION DOCUMENTS.
4. THE CFPUA INSPECTOR SHALL BE NOTIFIED WHEN ANY MATERIAL IS DELIVERED TO THE JOB SITE.
THE CFPUA INSPECTOR WILL VERIFY THAT ALL MATERIALS MEET CFPUA SPECIFICATIONS, DETAILS,
AND/OR APPROVED SUBMITTAL. THE CFPUA INSPECTOR WILL NOTIFY THE CONTRACTOR AND THE
CFPUA CONSTRUCTION MANAGER OF ANY UNAPPROVED MATERIAL, AND THAT THE UNAPPROVED
MATERIAL MUST BE REMOVED FROM THE PROJECT SITE.
5. CONTRACTOR SHALL GIVE TWO (2) BUSINESS DAYS NOTIFICATION FOR SCHEDULING TO THE ASSIGNED
CFPUA INSPECTOR FOR EACH OF THE FOLLOWING:
- OPERATING A CFPUA VALVE (INCLUDES TAPPING VALVES)
- WHEN BEGINNING CONSTRUCTION AND IF THE CONTRACTOR PULLS OFF THE SITE
- LAYING OUT OF ANY CONNECTION IN EXISTING MANHOLE
- CUTTING IN ANY NEW MANHOLES ON EXISTING LINES
- CORING ANY MANHOLES
CONNECTING TO AN EXISTING SEWER FORCE MAINS
CONNECTING ONTO EXISTING WATER LINES
- ANY BORES AND THREADING CARRIER PIPES
- ALL CAMERA WORK, TESTING, CHLORINATION AND WATER SAMPLING
- ALL TESTING
CAPE FEAR PUBLIC UTILITYAUTHORITY TESTING
PROCEDURE:
1. ALL STRUCTURES, PRESSURE PIPING AND GRAVITY SEWER PIPING SHALL BE TESTED BY THE
CONTRACTOR AS SPECIFIED IN THE CFPUA SPECIFICATIONS IN ACCORDANCE WITH APPLICABLE
REGULATIONS AND AS DIRECTED BY THE CFPUA INSPECTOR. ALL TESTING MUST BE CONDUCTED IN
THE PRESENCE OF THE CFPUA INSPECTOR. THE CONTRACTOR IS TO GIVE TWO (2) BUSINESS DAYS
NOTIFICATION FOR SCHEDULING, TO THE ASSIGNED CFPUA INSPECTOR FOR ALL TESTING.
2. ALL PRESSURE PIPE LINES MUST BE SUBJECTED TO HYDROSTATIC TESTING IN ACCORDANCE WITH
THE APPROPRIATE CFPUA SPECIFICATION. THESE PIPE LINES SHALL BE TESTED TO 150 PSI FOR A
PERIOD OF TWO (2) HOURS. IF THE PRESSURE DROPS MORE THAN THREE (3) PSI, THE TEST FAILS.
REFER TO THE APPROPRIATE CFPUA SPECIFICATION FOR MORE INFORMATION ON THE PROCEDURE.
3. ALL WATER MAINS AND SERVICES MUST BE FLUSHED, CHLORINATED AND SAMPLED IN ACCORDANCE
WITH THE CFPUA SPECIFICATION 02660 AND AS DIRECTED BY THE CFPUA INSPECTOR.
4. SEWER LINE SEGMENT TESTING: EACH SEWER LINE SEGMENT (THE SEWER MAIN BETWEEN MANHOLES)
SHALL BE TESTED:
THIRTY (30) DAYS AFTER INSTALLATION AND PRIOR TO FINAL ACCEPTANCE OF THE PROJECT, ALL
SEWER LINE SEGMENTS AND ALL SERVICES SHALL BE CAMERA INSPECTED AND VIDEO RECORDED.
THE CFPUA INSPECTOR WILL REVIEW THE VIDEO RECORDING FOR ACCEPTANCE.
AS AN ALTERNATIVE TO WAITING THIRTY (30) DAYS TO PERMIT STABILIZATION OF THE SOIL -PIPE
SYSTEM, THE CFPUA MAY ACCEPT CERTIFICATION FROM A SOIL TESTING FIR VERIFYING THAT THE
BACKFILL OF THE TRENCH HAS BEEN COMPACTED TO AT LEAST 95% MAXIMUM DENSITY.
AFTER TWO (2) PAPER COPIES OF THE AS-BUILTS HAVE BEEN SUBMITTED TO THE CFPUA
INSPECTOR.
AFTER GRAVEL HAS BEEN INSTALLED ON ALL ROADWAYS.
5. VIDEO INSPECTION TESTING: THE CONTRACTOR SHALL PROVIDE A DVD(S) OF EACH SEWER LINE
SEGMENT AND SERVICE LINE TO ENSURE THAT THE LINES MEET MINIMUM STANDARDS. THE DVD(S)
WILL BE REVIEWED IN THE ORDER THEY ARE RECEIVED. THE TYPICAL REVIEW TIME IS GENERALLY
TEN (10) TO FIFTEEN (15) BUSINESS DAYS BUT WILL DEPEND ON THE COMPLEXITY OF THE
PROJECT, SIZE, QUALITY OF THE DVD(S), ETC.
THE MAIN LINE CAMERA INSPECTION MUST HAVE PROJECT NAME, FOOTAGES, MANHOLE NUMBERS,
AND DATES OF INSPECTION.
THE SERVICE LINE CAMERA INSPECTION MUST INCLUDE PROJECT NAME, FOOTAGES, ADDRESS
AND/OR LOT NUMBER, AND DATE OF INSPECTION.
THE CAMERA INSPECTION MUST SHOW THE FULL DIAMETER OF THE PIPE.
THE CAMERA INSPECTION MUST BE PERFORMED UPON COMPLETION OF CLEANING AND POTABLE
WATER INTRODUCED INTO THE SYSTEM TO BE TESTED. ALL DEFECTS IN THE PIPELINE AND
APPURTENANCES SHALL BE REMEDIED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE
CFPUA AND WILL BE RE -INSPECTED AS OUTLINED ABOVE.
6. TWO (2) SETS OF AS -BUILT RECORD DRAWINGS SHALL BE PROVIDED IN ACCORDANCE WITH CFPUA
SPECIFICATION SECTION 01720 FOR REVIEW.
NOTE G.S. 113A-57 (2
THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT
CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES
OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS OF
COMPLETION OF ANY GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR
PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
GROUND STABILIZATION CRITERIA
SITE AREA DESCRIPTION
STABILIZATION
STABILIZATION TIMEFRAME EXCEPTIONS
TIMEFRAME
PERIMETER DIKES, SWALES,
7 DAYS
NONE
D TCHES AND SLOPES
HIGH QUALITY WATER ZONES
7 DAYS
NONE
IF SLOPES ARE 10 FT OR LESS IN IN LENGTH AND
SLOPES STEEPER THAN 3:1
7 DAYS
ARE NOT STEEPER THAN 2:1, 14 DAYS ARE
ALLOWED
- 7 DAYS FOR SLOPES GREATER THAN 50 FT IN
LENGTH AND WITH SLOPES STEEPER THAN 4:1
SLOPES 3:1 TO 4:1
14 DAYS
- 7 DAYS FOR PERIMETER DIKES, SWALES,
DITCHES, PERIMETER SLOPES AND HQW ZONES
- 10 DAYS FOR FALLS LAKE WATERSHED
- 7 DAYS FOR PERIMETER DIKES, SWALES,
AREAS WITH SLOPES FLATTER
14 DAYS
DITCHES, PERIMETER SLOPES AND HQW ZONES
THAN 4:1
- 10 DAYS FOR FALLS LAKE WATERSHED UNLESS
THERE IS ZERO SLOPE
DATE:
03/03/2022
MCE PROJ. #
00494-0039
DRAWN
BPD/HKA
DESIGNED
DPS/BPD
CHECKED
RAM/DPS/RAS
PROJ. MGR.
RAM
SCALE
HORIZONTAL:
N/A
VERTICAL:
NIA
M&C FILE NUMBER
G002
DRAWING NUMBER
02
STATUS: FINAL DESIGN - REVISION
NOT RELEASED FOR CONSTRUCTION

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LEGEND
O MH DRAINAGE ® SPRINKLER BOX
SO MH SANITARY SPRINKLER HEAD
OE MH ELECTRIC ® SPRINKLER VALVE
OT MH TELEPHONE N GAS TEST LOCATION
OW MH WATER ® GAS METER
® STORM INLET 0 GAS VALVE
SATELLITE DISH V FLAG POLE
❑i ELECTRIC BOX llcl�
i� TREE
T❑ TELEPHONE PEDESTAL �"
© CABLE TV PEDESTAL OO BOLLARD
—� SIGN iJ BOREHOLE
Q ELECTRIC METER ® AC UNIT
WATER METER '6 MAILBOX
® WATER VALVE
® CLEAN OUT
FIRE HYDRANT < GUY
0 POWER POLE HC HANDICAP PARKING
LIGHT POLE WELL
C YARD LIGHT MONITORING WELL
GROUND LAMP ROOF DRAIN
0-+ WATER SPIGOT
WTL - WETLAND FLAG
RCP - REINFORCED CONCRETE PIPE @) IPF - IRON PIPE FOUND
CMP - CORRUGATED METAL PIPE
IRF -IRON ROD FOUND
DIP - DUCTILE IRON PIPE
FES - FLARED END SECTION • IRS - IRON ROD SET
MKF - FIBER OPTIC MARKER A CP - COMPUTED EASEMENT POINT
MKG - GAS MARKER El CMF -CONCRETE MONUMENT
TVP - TELEVISION PEDESTAL O MNF - MAG NAIL FOUND
R / W - RIGHT-OF-WAY
(D CP -COMPUTED POINT
P / L - PROPERTY LINE
C / L - CENTERLINE O CSF - COTTON SPINDLE FOUND
NTS - NOT TO SCALE FP BACKFLOW PREVENTER
GV - GAS VALVE FVW7 WATER VAULT
DB - DEED BOOK
PB - PLAT BOOK 0 TELEPHONE VAULT
PG - PAGE
SF -SQUARE FEET FTC TRAFFIC CONTROL BOX
XXXX SITE ADDRESS aj POWER VAULT
VU UTILITY VAULT
DEED LINE
LINE NOT SURVEYED
-----------------STORM PIPE
— — SAN— — —SANITARY LINE
.w. t, .... .. y,"',­-FENCE
— — OHP —OVERHEAD POWER LINE
— — G— — PAINTED GAS LINE
— — UGP —PAINTED POWER LINE
CENTERLINE OF DITCH
— — UGT — —PAINTED TELEPHONE LINE
W— — PAINTED WATERLINE
EDGE OF TREELINE
— — —UFO — PAINTED FIBER OPTIC LINE
PAINTED CABLE TV LINE
NOTE: THE EXISTING CONDITIONS DRAWINGS WERE PREPARED USING BOUNDARY,
TOPOGRAPHIC, WETLAND, AND OTHER BASE MAPPING PREPARED BY THE TIMMONS GROUP,
AND BATEMAN CIVIL SURVEY COMPANY AND PROVIDED TO MCKIM & CREED INC. BY NEW
HANOVER COUNTY. THIS WAS SUPPLEMENTED WITH ADDITIONAL TREE SURVEYS COMPLETED
BY MCKIM & CREED INC.
NOTES FROM THE TIMMONS GROUP SURVEY
1. PREPARED FOR CITY OF WILMINGTON.
2. THIS PROPERTY LIES IN ZONE X, NOT A SPECIAL FLOOD HAZARD AREA
PER FIRM PANEL 3230, EFFECTIVE DATE 8/28/2018
3. HORIZONTAL CONTROL IS BASED ON NC STATE GRID, NAD'83 (2011) AS
DETERMINED BY GPS.
4. VERTICAL CONTROL BASED ON NAVD'88.
5. CONTOUR INTERVAL IS ONE FOOT (1.0').
6. THE LOCATION OF SUB SURFACE UTILITIES AS SHOWN HEREON, IF ANY,
ARE BASED ON FIELD LOCATION OF SURFACE FEATURES AND MARKINGS
PROVIDED BY TIMMONS GROUP AND ARE APPROXIMATE. OTHER SUB SURFACE
UTILITIES MAY EXIST ON THIS SITE THAT ARE NOT INCLUDED IN THIS SURVEY.
7. THIS SURVEY DOES NOT VERIFY THE EXISTENCE OF, NOR CERTIFY THE
LOCATION OF, ANY JURISDICTIONAL WETLANDS THAT MAY EXIST ON THIS
PROPERTY.
8. THIS SURVEY IS NOT, AND SHOULD NOT BE CONSTRUED AS, A BOUNDARY
SURVEY. THIS SURVEY IS FOR PLANNING PURPOSES ONLY AND SHOULD
NOT BE USED FOR THE TRANSFER OF REAL PROPERTY. THIS MAP IS NOT
SUITABLE FOR RECORDING.
9. HORIZONTAL AND VERTICAL CONTROL IS BASED ON ASSUMED COORDINATES
AND ELEVATIONS. THIS SURVEY IS NOT REFERENCED TO THE NC STATE GRID
COORDINATE SYSTEM OR NAVD'88 VERTICAL DATUM. THIS SURVEY IS NOT
TIED TO ANY LOCAL SURVEY CONTROL MONUMENTATION.
10. RIGHT-OF-WAY AND PROPERTY BOUNDARY INFORMATION IS BASED ON DEED
BOOK 808 PG. 475, MAP BOOK 54, PG. 549, MAP BOOK 49, PG. 9, DEED BOOK 5274,
PG. 257 AND IS APPROXIMATE.
2022
BY.
1
LEGEND AND NOTES
BLUE CLAY ROAD BUSINESS PARK
NEW HANOVER COUNTY, NORTH CAROLINA
EXISTING CONDITIONS
DATE:
03/03/2022
MCE PROJ. #
00494-0039
DRAWN
BPD/HKA
DESIGNED
DPS/BPD
CHECKED
RAM/DPS/RAS
PROJ. MGR.
RAM
SCALE
HORIZONTAL
1 "=150'
VERTICAL:
N/A
M&C FILE
CX100
DRAWING
03
STATUS: FINAL DESIGN - REVISION
NOT RELEASED FOR CONSTRUCTION

N/F
NEW HANOVER COUNTY
PIN: RO 1800-007-001-000
DB 459, PG 599
ZONED: 1-2
LAND USE:
GOVERNMENTAL
_ _MATCH LINE
MATCH NE
N/F
\ SAFRIT CHARLOTTEA ETAL
PIN: R01817-002-004-000
DB 6076, PG 98
\ ZONED: 1-1�
LAND USE: ;
UNDEVE QPE,D
ISE:
O P�D�
\ s�
-�o
N/F �O
1PCO INC � 2- cs
317-002-003-000
390, PG 343
ZONED: 1-1 �O
LAND USE: \ �O
UNDEVELOPED
0
\ N/F
WILHEIT PH/LIP A /
PIN: R01817-002-001-000 \
DB 2486, PG 948
ZONED: 1-2 ZONED: 1-1
LAND USE: LAND USE:
RETAIL UNDEVELOPED
N/F
W3 CAPE FEAR LLC
/ PIN: R02500-002-028-000
DB 5780, PG 236 /
/ SITE DATA TABLE
/
\ \ N/F GENERAL INFORMATION
XOR TH CAROLINA STATE PROPERTY OWNER: NEW HANOVER COUNTY
\ \ OF \ P/N: R01800-007-001-0PARCEL ID: R02600-002-005-00, R02600-002-005-003,
0 R01800-007-001-000
54,
MB PGG 349
\ \ DB 98 CURRENT ZONING: 1-2 (HEAVY INDUSTRIAL)
\ / ZONED: TOTAL ACREAGE: 119.73 AC (5,215,538 SF)
\ O \
LAND USE: PROPOSED USE: 1-2
I GOVERNMENTA \ \ �ADDRESS: 41 � 01 BLUE CLAY ROAD
N/F
I \ \ NEW HANOVER COUNTY
I PIN: RO 1800-007-00 1-000 NOTES:
DB 459, PG 599
Lew ' ZONED: I-2 WETLAND INFORMATION BASED ON THE DELINEATION CONDUCTED FOR
0 ( I f, LAND USE: ZONED: I-1 �\ JURISDICTIONAL DETERMINATION SAW-201-000891 08.10.18.
..,r-�Z/
GOVERNMENTAL LAND USE:
OFFICE AND SOILS INFORMATION BASED ON INFORMATION INCLUDED IN THE
PROFESSIONAL CURB AND GUTTER N/F GEOTECHNICAL ENGINEERING REPORT PREPARED BY ECS SOUTHEAST, LLP
I ��� ' ' \ POWELL BAIL BONDING DATED 10.15.2021,
00 ] I ~���` INC DUKE ENERGY TO DESIGN, OWN, AND MAINTAIN STREET LIGHTING IN
LIJ ((/ NEW HANOVER COUNTY \ �� PIN. R02600-002-006-000 ACCORDANCE WITH THE NEW HANOVER COUNTY UNIFIED DEVELOPMENT
II Z Z II EMERGENCY LOGISTICS \ DB 5361, PG 909 ORDINANCE, SECTION 6.3.
j j CENTER - UNDER I
_ = DESIGN BY OTHERS ALL COMMUNITY OWNED OPEN SPACE AVAILABLE FOR USE AS DRAINAGE
AND/OR UTILITY EASEMENT.
EXISTING CFPUA
UTILITY EASEMENT
25WETLAND SETBACK r � � .
r r r r SCM NO. 2� 25' WETLAND SETBACK
r1=%�r.� r r \
rSCM NO. 3 _ (WET POND)
r(WET POND)) /� 00SCNj NO 1 '
/ ( r rr Y rr r((WET POND)( —�
r r� •� r
r i MATCH LINE
N E 7 — e — —
r r r r r rr r MATCH LINE
r rr r DRAINAGE
r l I
r rr rr EASEMENT rr rr r /) , rr r r \
.\
r r ' 1' UTILITY EASEMENT / r I UTILITY
EASEMENT
50
=o /
• w \ \ FT
"g M44 VEGETATED / DRAINAGE I I
\ \ \ \ SETBACK r (� EASEMENT I. ck4
DRAINAGE &
EASEMENT r \ \V CURB AND GUTTER r
10' UTILITY EASEMENT /l I SCM NO. 4)
((WET POND) A I
50-FT I.
VEGETATED I \ / N/F
SETBACK D. WEBSTER TRASK, TRUSTEE
Zm / r UTILITY
D. WEBSTER TRASK REVOCABLE TRUST
I �o I DRAINAGE ' 00 / I EASEMENT , DRAINAGE I
EASEMENT I I EASEMENT II ¢ PIN.
6026 PG 273-000
So
ZONED: 1-2
,. I �I Q: I I I I LAND USE:
Q I HORTICULTURE
U)b I I
\ 10 UTILITY EASEMENT ' DRAINAGE D I I
1
EASEMENT I 10' UTILITY EASEMENT I
L _ -I
L
TRIUMPH DRIVE m. —
(60 PUBLIC R/W)
Fr
- TRIUMPH DRIVE
M
- - - ----- -- - (60 PUBLIC R/VV) i
\ EX/STING
60' RIGHT-OF-WAY
DB 5274 PG 257
\
N/F N/F
\WILHEIT PHIL A BLUE CLAY WAREHOUSING 1, LLC.
R01817-002-00 -000 PIN: R02600-002-012-000
DB 2486, PG 950 DB 5937, PG 830
ZONED: 1-1 \ ZONED: 1-2
LAND USE: LAND USE:
UNDEVELOPED UNDEVELOPED
/ N/F
PACIFIC CREST MANAGEMENT LLC
2 1 OVERALL SITE PLAN
REVISIONS
CURB AND GUTTER EXISTING
60' RIGHT-OF-WAY N43°1159 E 370.51'
ZDB 5274 PG 257 (TIE)
J
N/F = = N/F
BLUE CLAY WAREHOUSING 1, LLC. PAUL G. BURTON HEIRS
PIN: R02600-002-011-000 N/F PIN., R02600-002-005-002
DB 5937, PG 825 PAUL 3. BURTON HEIRS DB 9907, PG 117
ZONED: 1-2 PIN: R02600-002-005-001 ZONED: 1-2
LAND USE: DB 9907, PG 117 LAND USE:
CONSTRUCTION
ZONED: I-2 UNDEVELOPED �---
SERVICE AND LAND USE:
SUPPLIES � WAREHOUSE
s
_ — 150' 0 150' 300'
I
SCALE: 1"=150' (Horiz.)
SEAL
SEAL
°°° / °'°
r y.
e
o
S AL
025503
�i ° 41CI N���•°°
o°°°°...°.°°
A
v
v ED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.com
NEW HANOVER COUNTY
FACILITIES MANAGEMENT
200 DIVISION DRIVE
WILMINGTON, NC 28401
[phone]
,z0
d
xl
3�
n\
1 1 LEGEND AND NOTES
BLUE CLAY ROAD BUSINESS PARK
NEW HANOVER COUNTY, NORTH CAROLINA
OVERALL SITE PLAN
ECF11­f1E
JUN 2 a 2022
-Y: -
DATE:
03/03/2022
MCE PROJ. #
00494-0039
DRAWN
BPD/HKA
DESIGNED
DPS/BPD
CHECKED
RAM/DPS/RAS
PROJ. MGR.
RAM
SCALE
HORIZONTAL
1"=150'
VERTICAL:
N/A
M&C FILE NUMBER
CS100
DRAWING NUMBER
10
rSTATUS: FINAL DESIGN - REVISION
l NOT RELEASED FOR CONSTRUCTION

1 \
NIF
�OR TH CAROLINA STATE
OF
PIN.- R018O0-007-001-004
DB 5852, PG 2598
MB 54, PG 349
NIF
NEW HANOVER COUNTY l"
PIN: R01800-007-001-000
a l ' DB 459, PG 599 {?
el
NIF
POWELL BAIL BONDING
INC l
jjj, -� n _ PIN: R02600-002-006-000
Z �\' 2DB 5361, PG 909
I V V F1 NHC ELECTRICIS'!TE"
/ , Q UNDER DESIGN BY'OTHE;I I P t
1
r _
/ . � r'r 4 _ .,�""w_- __ s _ I I i � r �(n� ,I �'• 74�_ S { - �k' ` �� 1 Ja 1 / / �� J
T •t
X Y V }
I
NIF 0 d >
NEW HANOVER COUNTY / � � � � / � 31 .3. 3, 34 3s �-p ,'
PIN.• R01800•-007--001-000
DB 459, PG 599 / �� '$-.._., - ® c=
r
,
3� /C> __ =:= 33
I
M34
� I
. . '�t-C— °�. °' .a J I M o' • : '" -=' `POND) P�RENNIA - J
_.. r - Z SCM NO. 3 %/ - .o._e o (WET ✓ o
,,._'�.._ _ I�' (WET POND) - y_=— ` / .�/ 5 STRE M�
}' vj — - �JJ r� o j / 7 �. 4r� - 3 ` / �CM NO. 1 -�
/' 4 J� j �-j .. ; 3 f -J - ti - (WET POND)
Y
MATCH LINE ,/�';'' � I � �� � -��-�� _ ,_ _ `�—..VMATCH LINE
� M -33 M ` � 3 � -- �-� � � � �` �, r
4 -=
MATCH LINE ,l — - _ �-
{ / ` �� � } � �� _ -_- •-° �= = — J��� � �-- � �` � ry ry�' , J� ` � � � ", f� MATCH LINE
/r' ( V 3?G _ "'---t` /7 NQ` 1 Z O iC A
I \
,
f
wel
NIF
SAFRtT CHARLOTTE A ET AL �l1 r r` ' �;�`'"'='a-� _e�' / `'� �F=� / 31
PIN: R01817-002-a004-000 ' r _ - / �� _ ' • to \ �� `� r "r M1,�� 3 ( C l` "�
DB 6076, PG 98 b oo
,
r l 1 % �� t ./ i1 _- _. ��-�...��` , �> Ge r "•""` � l f t J `V � •r°� r � � f v •- • , -. I
\ / t1) Cry �a
r. _ �, „ r✓ i / �s �^/✓
M
' SC
f C.�,'V. N (WET
/ _ r,r° f ; \ a -�., / c> ( ( ✓" r.' / �� j�� I 4
I 4 '
vl 1 , _1 •\ f.
NSF
(v) " r,� z33 f D. WEBSTER TRASK TRUSTEE
hD. jVEBSTER TRASK REVOCABLE TRUST PIN: R02600 003-003-OQO
` -� 7M
- -= -- _ O` c ' �.a /% £ \ ^ , ,s Y / DS 6026, PG 2780
ram'_ `/ / ✓ r c I
(I' pWo
NIF �'� / \� he `a �- j 411-0 I = UJ
`CO INC � % , `ti. � ; �\ l C� �o r J � ^ /L /
17-002-003-000 '. �I ` a 1 I _
90,, PG 343 /� r'' 00 f
r
77—
TRIUMPH DRIVE—
fS 6 n (0' PUBLIC R/W) Z
_ o-
/ �TRI RIVE.
NIF-
WILh'EIT PHILIPA i
N43 °11'59 "E 370.51,
PIN.° R01817-002-001-000 f � � � � (TIE) �
DB 2486, PG 948 f o Z
NIF Z = NIF I
/� ✓✓✓ N/F NIF BLUE CLAY WAREHOUSING /, LLC. U 'J
BLUE CLAY WAREHOUSING !, LLC. PAUL G. BURTON HEIRS
NIF WIL.HEIT PHIL A PIN: R02600-002-012-000 PIN: RQ2600-002-011-000 NIF PIN: R02600-002-005-002 i
P R01817-002-001-000 DB 5937, PG 825
W3 CAPE FEAR LLC ``� PAUL G. BURTON HEIRS DB 9907, PG 117 Q
\, IDB 2486, PG 950 DB 5937, PG 8.30 PIN.' R02600-002-005-001 I
PIN: R02500-0)0�'�_.028-000
DB 5780, PG 236 \ DB 9907, PG 117 I r
%d 150' 0 150' 300,
\ -- SCALE: 1"=150' (Horiz.)
2 1 OVERALL GRADING PLAN
SEAL
y:
e
S ALo
025503 0 _
•°•. FNGI N E��.•° • .
,,' tigRo A
DESCRIPTIONS
'®
REVISIONS
v
vNflCM4 & CREED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.com
NEW HANOVER COUNTY
FACILITIES MANAGEMENT
200 DIVISION DRIVE
WILMINGTON, NC 28401
[phone]
NOTE:
GRADING IN ANY WETLAND AND/OR RELATIVELY
PERMANENT WATER IS NOT AUTHORIZED UNTIL
THE NATIONWIDE PERMIT HAS BEEN APPROVED
BY THE USACE.
Lij LEGEND AND NOTES
BLUE CLAY ROAD BUSINESS PARK
NEW HANOVER COUNTY, NORTH CAROLINA
OVERALL GRADING PLAN
DATE:
03/03/2022
MCE PROD. #
00494-0039
DRAWN
BPD/HKA
DESIGNED
DPS/BPD
CHECKED
RAM/DPS/RAS
PROJ. MGR.
RAM
SCALE
M&C FILE NUMBER
CG100
HORIZONTAL'
DRAWING NUMBER
1 "=150'
VERTICAL:
15
N/A
(STATUS: FINAL DESIGN - REVISION
Il NOT RELEASED FOR CONSTRUCTION

(� NOTE:
GRADING IN ANY WETLAND AND/OR RELATIVELY
PERMANENT WATER IS NOT AUTHORIZED UNTIL THE
NATIONWIDE PERMIT HAS BEEN APPROVED BY THE
a ° _ USACE.
NEW HANOVER COUNTY a\
PIN: R01800-007-001-000 1
DB 4.59, P° 599
f
%f _ �•
O
POWELL BAIL BONDING
/ \ INC
NI PIN: R02600-002-006-000 '
80'A� j C'F : DB 5 361, PO 909
_ •- , of �_ [ ��.,' `_�
tt
L(/
' Z � �i `�% ,� � / `' ; �' � f `'.. � - � �'' .A �- III 1 . �' // � � _) �'� � ..... � � .,•„ �� ,� ,�,
j�
CURB AND GUTTER I I f i ' ��, " , 1 V
� � !`, � � / � I � i � t ( / l � \ i' i , t' \11 'i i r"_ -0 '/ �r <'� f ;) r` _ • � ` a`'` tip' �� �_ L 1 f I I
4 —r c) O
D-
t M
� a
t
25.00'
AGE EA MENT /
r �
r, 48" CLASS -IV RCP
/ 7' ' 302 LF @ 0.52% I
i
INV IN= 28.25
INV OUT= 26.69
PER NNIAL ( . C � J -• � ' \ I
t _
IN
S REAM
REMOVE EXISTING % / ! \ \7 / \ ( ,
30.00 --- = -- 42 PIPE, \ - . ! l ,
3A STORMWATER POND _ / / 50-FT VEGETATIVE / PROPERTY BOUNDARY (TYP)
J /s 32 D \
�EASEMENT (TYP) 2 —� — _ `` / / ` -- SETBACK \/ ('�Iij
36" CLASS -IV RCP
_ _/ / 69 LF @ 0.62%`�IVEII
- TOP OF BANK (TYP)
INV IN- 25.00 l 1
n l 36 CLASS -IV RCP 1 1
( M INV OUT- i I
i I 66 LF @ 0.63%
t
INV IN= 25.50
/ ' M INV OUT= 25.08 �� ` `•� \. — \ , / I
SCM NO. 2 ' ' !
TOP OF BANK (TYP) 36" CLASS -IV RCP
(WET POND)
t'1 169 LF @ 0.62% �� .. �' I
1
PERM POOL ELEV. 28 \ �/ SCALE: 1"=60' (Horiz.)
INV IN= 25.00
' 0 50.00' INV OUT= 24,57 30.00' RWNIAtS—TRE-AM
DRAINAGE
EASEMENTL.- \ /STORMWATER POND -
EASEMENT (TYP).
1 Ifs
l- /SCM NO. 1 b-- ---
1
�� ; '/,/ �P TOP OF BANK TYP (WET POND)
( � PERM POOL ELEV. 28
_ 1
I'm MA
ry
SEAL
DESCRIPTIONS
REVISIONS A
SEAL
,it lilt
S AL _
s 025503
�i •° ��NGINE��°° Q'v
A
v
v NIcKIN4 & CREED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone], Fax: [phone]
License: F-1222
NEW HANOVER COUNTY
FACILITIES MANAGEMENT
200 DIVISION DRIVE
WILMINGTON, NC 28401
[phone]
'E[SHa:v
BLUE CLAY ROAD BUSINESS PARK
NEW HANOVER COUNTY, NORTH CAROLINA
GRADING PLAN ENLARGED
DATE:
03/03/2022
MCE PROJ. #
00494-0039
DRAWN
BPD/HKA
DESIGNED
DPS/BPD
CHECKED
RAM/DPS/RAS
PROJ. MGR.
RAM
SCALE
HORIZONTAL
1 "=60'
VERTICAL:
N/A
___
___1
M&C FILE NUMBER
CG101
DRAWING NUMBER
16
STATUS: FINAL DESIGN - REVISION
NOT RELEASED FOR CONSTRUCTION
www.mckimcreed.com

T` 302 LF @ 0.52%®,;�ti cP \\ ;
' INV IN= 28.25 � � 32 .� � � � �� ,_: �J ;';f �� J ,�� \ \\\ ` � 1
_ _.._ � • ��. / /�. � \ I MATCH L I N E
�,, �� �, �� �� \v \\v
INV OUT= 26.69 Q o
d �� ,� MATCH L I N E
r, \ \\ \\\ ' h
o
y
M NO.2
(WET POND /� /
I 25.00' �� R OL EL °0 " / ti� (WET POND)
I 31 30.00 ti A
//1 )DRAINAGE EASEMENT ' 4rn 7 PERM POOL ELEV. 28'I STORMWATER POND 3 , ,, ti \ ,
.. EASEMENT (TYP)
SDMH-3
RIM=34.11' ti° r ,, 0./f �� 2$
--- I INV IN N=26.69 _ f-- � %/ f .� 29 _
I
KEY MAP � __ ..� I 30 =
SCALE: NTS {o __ '' INV OUT SW=26.69' _ -®32
1
I 1 33
DRAINAGE EASEMENT `
(WIDTH VARIES)= `� `� l
c 48 CLASS IV RCP / STORMWATER POND J I
48" CLASS -IV RCP `' - - `�-- /
/ . /� / � 50-FT VEGETATIVE � �
- EASEMENT TYP
300 LF @ 0.52% 198 LF 0.30% I ��� �- _ ;,'% / / / / ( ) SETBACK
SCALE: 1 "=60' Horiz. ( INV IN= 28.25 @ `% /r r
( ) / T= 26.69
INV IN= 26.69 �_�� di i�`
\i INV OUINV OUT= 26.10
I l 48" CLASS -IV RCP
/ \ \ 195LF@0.30%
J 1 \ INV IN= 26.69 TOP OF BANK (TYP)
\ INV OUT= 26.10 50-FT VEGETATIVE �J 2 i r' l
/
SDMH-4 SETBACK / f / / ♦ ` i ) �` I
RIM-33.43' `\ .� , ;,; f ;•" / / �s� �� ti . / i t _' � ; 20.00'
f / f j / 1�� ._ PUBLIC UTILITY
C) ` SDMH-1 INV IN NE=26.10' ^ > r ° '' ^ '` �'� / --
/ RIM=34.13' INV OUT S=26.10' l \ EASEMENT d i
INV IN N=26.69'
e INV OUT SW=26.69' SDMH-2
Y' RIM=33.43'
INV IN NE=26.10'
.24" CLASS -IV RCP \ DI-1 `
/ 56 LF @ 0.30% `9 INV OUT S=26.10 RIM=29.36' f i �° / V0 i / 57.00 '
f %, ti^ ti� t f / DRAINAGE EASEMENT ( ( I
INV I N = 25.67 \ �'� � \ INV OUT W=26.15 , . r � -, � , 33
INV OUT= 25.50 \ \ 48" CLASS -IV RCP.,-
O ` / 201 LF @ 0.30%
i . M
INV IN= 26.10 ! ' / /
DI-3 o J
i 24 = 25 = _28.88 INV OUT= 25.50 �j ✓, "� / l S A /
26 - RIM-48��
_ CLASS -IV RCP
INV IN S=25.67 \ 199 LF @ 0.30% f <��<
INV OUT W=25.67 V
� INV IN= 26.10
a 18"CLASS-IV RCP INV OUT 25.50
108LF@0.31/0
IN IN= 26.00 / /_ / / \ \ I ' \ Q
INV OUT= 25.67) \ / (
/ DI-2 / o SCM NO. 4777- A RIM=29.21' \
N (WET POND) \
INV IN E=26.00' /
PE "wi POOL ELEV- 8INV OUT N=26.00'
N
(5 N 24" CLASS -IV RCP /!/ \
% 73 LF @ 0.55% j
I INV IN= 28 00 y,
q 30.00 / %INV OUT- 27.59
c �' STORMWATER POND 2j ?�6'�
M EASEMENT (TYP) ?s�
N 24" CLASS -IV RCP /\ 1
73LF@0.55%
4_) i ' �`' INV IN= 28.00 N
�o INV OUT= 27.59-
p M
i / • ;
i
M
CC
!<
? CURB AND GUTTER
REMOVE EXISTING
J J 420 PIPE
U
i
DESCRIPTIONS
REVISIONS
SEAL
I Flo, ,,"/''
04
S AL =
025503 _
GIN
ygRD A
athxA
/ PERMANENT DIVERSION DITCH - 3
52.00'
L J \
) >
\
DRAINAGE EASEMENT J
I r
01
u, Ja JI I
,�
a
54"CLASS-IV RCP
46 LF @ 0.79%
/
co'
Q
N/F
INV IN= 24.95
T
/ _ \� =
Jj )
D. WEB ER TRASK, TRUSTEE
.
INV OUT= 2459
-' J
i ) (
- � ��.
WEB S TER TRASK REi/OCABa�E TRUST
1 P'02600-003-003-000
_ )
I '
D 6026, PG 2780
CURB AND GUTTER - , - `"
J /
°,. _ r - `'
f �J� i
j I
dJ;l
24" CLASS -IV RCP
o
78 LF @ 1.25 /o'"
Fl
INV IN= 29.89
I
INV OUT= 28.92
I'
Id! I (i "
LO
M
r .
LO
I
�I
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243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.com
PROPERTY BOUNDARY (TYP)
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NEW HANOVER COUNTY
FACILITIES MANAGEMENT
200 DIVISION DRIVE
WILMINGTON, NC 28401
[phone]
11
EXISTING
60' RIGHT-OF-WAY
DB 5274 PG 257
NOTE:
GRADING IN ANY WETLAND AND/OR RELATIVELY
PERMANENT WATER IS NOT AUTHORIZED UNTIL THE
NATIONWIDE PERMIT HAS BEEN APPROVED BY THE
USACE.
BLUE CLAY ROAD BUSINESS PARK
NEW HANOVER COUNTY, NORTH CAROLINA
GRADING PLAN ENLARGED
DATE:
03/03/2022
MCE PROJ. #
00494-0039
DRAWN
BPD/HKA
DESIGNED
DPS/BPD
CHECKED
RAM/DPS/RAS
PROJ. MGR.
RAM
SCALE
M&C FILE NUMBER
CG 102
HORIZONTAL'
DRAWING NUMBER
1"=60'
VERTICAL:
17
NIA
sTATus: FINAL DESIGN - REVISION
NOT RELEASED FOR CONSTRUCTION

MATCH LINE
MATCH IN?
NOTE:
GRADING IN ANY WETLAND AND/OR RELATIVELY
PERMANENT WATER IS NOT AUTHORIZED UNTIL THE
NATIONWIDE PERMIT HAS BEEN APPROVED BY THE
USACE.
IN
PROPERTY BOUNDARY (TYP)
y 14�
1 j /
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STORMWATER POND
DRAINAGE EASEMENT
jj
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41
17
EXISTING CFPUA UTILITY EASEMENT
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48" CLASS -IV RCP ' w
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7
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— — —
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PERM POOL ELEV. 31' d' ' V M
11
PERMANENT M
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v
REV.NO. DESCRIPTIONS DATE
REVISIONS
300 LF @ 0.52 /°
INV IN= 28.25
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www.mckimcreed.com
NEW HANOVER COUNTY
FACILITIES MANAGEMENT
200 DIVISION DRIVE
WILMINGTON, NC 28401
[phone]
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DRAINAGE EA MENT
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BLUE CLAY ROAD BUSINESS PARK
NEW HANOVER COUNTY, NORTH CAROLINA
GRADING PLAN ENLARGED
BY
60' 0 60' 120'
SCALE: 1 "=60' (Horiz.)
DATE:
03/03/2022
MICE PROJ. #
00494-0039
DRAWN
BPD/HKA
DESIGNED
DPS/BPD
CHECKED
RAM/DPS/RAS
PROD. MGR.
RAM
SCALE M&C FILE NUMBER
CG 104
HORIZONTAL:
1 "=60'
VERTICAL
N/A
DRAWING NUMBER
19
STATUS: FINAL DESIGN - REVISION
NOT RELEASED FOR CONSTRUCTION

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C-900 WATER MAIN RELEASE VALVE (1) 8" GV LO
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243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.com
NEW HANOVER COUNTY G°�jN} Y. `®
FACILITIES MANAGEMENT
200 DIVISION DRIVE
WILMINGTON, NC 28401
[phone] s.
aek;ll
Ilk —
40' 0 40' 80'
HORIZONTAL SCALE: 1"=40' (Horiz.)
-4' 0 4' 8'
SCALE: 1"=4' (Vert.)
BLUE CLAY ROAD BUSINESS PARK
NEW HANOVER COUNTY, NORTH CAROLINA
PLAN & PROFILE TRIUMPH DRIVE
STA. 9+75 TO 22+50
DATE:
03/03/2022
MCE PROJ. #
00494-0039
DRAWN
BPD/HKA
DESIGNED
DPS/BPD
CHECKED
RAM/DPS/RAS
PROJ. MGR.
RAM
SCALE
M&C FILE NUMBER
CU701
HORIZONTAL:
DRAWING NUMBER
ill =40'
VERTICAL:
25
1"=4'
STATUS: FINAL DESIGN — REVISION
NOT RELEASED FOR CONSTRUCTION

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REVISIONS
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Wilmington; North Carolina 28401
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www.mckimcreed.com
NEW HANOVER COUNTY
FACILITIES MANAGEMENT
200 DIVISION DRIVE
WILMINGTON, NC 28401
[phone]
e7
BLUE CLAY ROAD BUSINESS PARK
NEW HANOVER COUNTY, NORTH CAROLINA
PLAN & PROFILE TRIUMPH DRIVE
STA. 22+50 TO 33+68
40' 0 40' 80'
HORIZONTAL SCALE: 1"=40' (Horiz.)
4' 0 4' 8'
SCALE: 1"=4' (Vert.)
DATE:
03/03/2022
MCE PROJ. #
00494-0039
DRAWN
BPD/HKA
DESIGNED
DPS/BPD
CHECKED
RAM/DPS/RAS
PROD. MGR.
RAM
SCALE
M&C FILE NUMBER
CU702
HORIZONTAL'
DRAWING NUMBER
1 "=40'
VERTICAL:
26
1"=4'
rSTATUS: FINAL DESIGN - REVISION
l NOT RELEASED FOR CONSTRUCTION

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DRAINAGE EASEMENT
MATCHLINE SEE CU702
2" BLOWOFF
ASSEMBLY
FHA (TYP)
50 50
5+7510+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 '9+00
SEAL 1
REV.NO. DESCRIPTIONS DATE
REVISIONS
SEAL
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243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone], Fax: [phone]
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www.mckimcreed.com
NEW HANOVER COUNTY
FACILITIES MANAGEMENT
200 DIVISION DRIVE
WILMINGTON, NC 28401
[phone]
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FA
BLUE CLAY ROAD BUSINESS PARK
NEW HANOVER COUNTY, NORTH CAROLINA
PLAN & PROFILE OPPORTUNITY WAY
STA. 10+00 TO 18+50
1 1
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40' 0 40' 80'
HORIZONTAL SCALE: 1"=40' (Horiz.)
-4' 0 4' 8'
SCALE: 1"=4' (Vert.)
DATE:
03/03/2022
MCE PROJ. #
00494-0039
DRAWN
BPD/HKA
DESIGNED
DPS/BPD
CHECKED
RAM/DPS/RAS
PROJ. MGR.
RAM
SCALE
M&C FILE NUMBER
CU703
HORIZONTAL:
DRAWING NUMBER
1 "=40'
VERTICAL:
27
1"=4'
STATUs: FINAL DESIGN - REVISION
NOT RELEASED FOR CONSTRUCTION

MATCH LINE SEE CU702
MATCH LINE SEE CU701
AND GUTTER LEFT AND 1\&
STATION 15+13 TO 16+51 \ ��
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15+00
16+00
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243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.com
17+00
NEW HANOVER COUNTY
FACILITIES MANAGEMENT
200 DIVISION DRIVE
WILMINGTON, NC 28401
j [phone]
18+00
:xrlTV
19+00
20+00
BLUE CLAY ROAD BUSINESS PARK
21 + 00 21 + 50
NEW HANOVER COUNTY, NORTH CAROLINA
PLAN & PROFILE LOGIST11CS ROAD
STA. 10+00 TO 21+50
DATE:
03/03/2022
MCE PROJ. #
00494-0039
DRAWN
BPD/HKA
DESIGNED
DPS/BPD
CHECKED
RAM/DPS/RAS
PROJ. MGR.
RAM
SCALE
M&C FILE NUMBER
CU704
HORIZONTAL'
DRAWING NUMBER
1 .=40'
VERTICAL:
28
1"=4'
sTATus: FINAL DESIGN - REVISION
NOT RELEASED FOR CONSTRUCTION

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SEAL SEAL
VNEW HANOVER COUNTY ANY.
` as °� / '' NIC
�CMED44
S AL 9` _ 243NorthFrontStreet FACILITIES MANAGEMENT ° j\
025503 _ 28401
200 DIVISION DRIVE o
Wilmington, North Carolina
I?•°°oQ'"�� Phone: [phone], Fax: [phone] WILMINGTON, NC 28401
°Ooeaseo°°°
A, ,��' License: F-1222 [phone]:,,
[REV.NO. DESCRIPTIONS DATE at/u
rq
aclsHtl�
REVISIONS www.mckimcreed.com
BLUE CLAY ROAD BUSINESS PARK
NEW HANOVER COUNTY, NORTH CAROLINA
PLAN & PROFILE LOGISTICS ROAD
STA. 21 +50 TO 32+64
DATE:
03/03/2022
MCE PROJ. #
00494-0039
DRAWN
BPD/HKA
DESIGNED
DPS/BPD
CHECKED
RAM/DPS/RAS
PROJ. MGR.
RAM
SCALE
M&C FILE NUMBER
CU705
HORIZONTAL:
DRAWING NUMBER
1 "=40'
VERTICAL:
29
1"=4'
sTATus: FINAL DESIGN - REVISION
NOT RELEASED FOR CONSTRUCTION

WATER ENTRY UNIT
WITH TRASH SCREEN
GENERAL NOTES:
1. PROPER DESIGN MUST BE COMPLETED TO MINIMIZE PIPING AROUND DISCHARGE
PIPE.
r
2. PROPER ORIFICE OPENING MUST BE SELECTED TO ENSURE POND DRAINS IN
CORRECT AMOUNT OF TIME. MODIFICATIONS MAY BE REQUIRED IF FIELD
0
0o
Z
CONDITIONS WARRANT A CHANGE.
.
3. EMBANKMENT MUST BE COMPACTED TO DESIGN SPECIFICATIONS.
°0 1
4. EMERGENCY SPILLWAY MUST BE CORRECTLY SIZED AND EROSION PROTECTION
ORIFICE OPENING INSIDE THE
INSTALLED.
ORIZONTAL TUBE WITH A
5. EROSION PROTECTION MUST BE INSTALLED ALONG THE EMBANKMENT AND AT THE
CONSTANT HYDRAULIC HEAD
DISCHARGE END OF THE PIPE.
6. INSPECT SYSTEM REGULARLY TO ENSURE IT IS FUNCTIONING IN A CORRECT
MANNER.
7. EIGHT SIZES OF SKIMMERS ARE AVAILABLE, REFER TO THE FLOW SHEET, CUT
SHEET, AND INSTRUCTIONS ON WEB SITE FOR EACH SIZE.
SCHEDULE 40 PVC PIPE
(BARREL OR ARM) ARTHEN
EMBANKMENT
MAXIMUM HEIGHT OF FLOAT WHEN NO
MERGENCY SPILLWAY OTHER STORM WATER DISCHARGE
OPENINGS EXIST
LEXIBLE HOSE
(MAJOR STORM EVENT)
FLOAT
_
INVERT OF LOWEST STORM PVC VENT
_� �_Jil� GRATE
WATER DISCHARGE OPENING PIPE
_
(MINOR STORM EVENT)
TOP
VIEW -II II
LOAT
(I
FLEXIBLE HOSE MUST BE
SECURELY FASTENED TO
VC VENT PIPE I
STORM WATER THE WATER QUALITY
-I
DISCHARGE DISCHARGE OPENING
OPENING
OUTLET PIPE
-_ LEXIBLE HOSE
7WATER
H
L = 1.4 X DEPTH
I_ TO THE OVERFLOW
I- MM" LENGTH APPLIES
ENTRY UNIT
SCHEDULE 40 PVC PIPE
II (BARREL OR ARM)
E N D
VIEW
SIDE VIEW =
MAINTAIN DEPRESSION TO _ _
(NO SCALE) MINIMIZE CHANCE OF
SKIMMER BECOMING STUCK
DRAWN BY T. R. EVANS 10/10
FAIRCLOTH SKIMMER° DISCHARGE SYSTEM WITH OUTLET
J. W. FAIRCLOTH & SON INC.
WWW.FAIRCLOTHSKIMMER.COM
STRUCTURE
TELEPHONE: [phone]
FAX: [phone]
EMAIL: WARREN cOFAIRCLOTHSKIMMER.COM
5
FAIRCLOTH SKIMMER
SCALE: NTS
BAFFLES (3) -� CMP RISER
�// -----------
-I-
'�1 SKIMMER
(SEE DETAIL_)
3:1 SLOPES DURING STORM
LEVEL
_-- -- - - - - - - - - - - - - ---------------------
INLET
__
_ __
ZONE: FIRST SECOND OUTLET
--------
25% CECL:25%.:. CELL ZONE:251
STAKE -WITH MARKER AT %____
. _ I -_I
SEDIMENT CLEAN OUT DEPTH
SEDIMENT
STORAGE
NOTES
1. BAFFLE MATERIAL SHALL BE MATERIALS SUCH AS 700 G/M COIR
EROSION BLANKET, COIR MESH, OR TREE PROTECTION FENCE FOLDED
OVER TO REDUCE PORE SIZE.
2. THE BAFFLE MATERIAL NEEDS TO BE SECURED AT THE BOTTOM AND
SIDES USING STAPLES OR BY TRENCHING AS FOR SILT FENCE.
EMERGENCY
SPILLWAY
-------------
6 MIN INVERT ELEVATION
NOTES (CONT-D) CONCRETE BASE_/
3. LOCATE THE EMERGENCY SPILLWAY ON NATURAL SOILS. AVOID PLACING
IT THROUGH FILL MATERIAL WHEREVER POSSIBLE.
4. ALL RUNOFF MUST DISCHARGE TO THE INLET SIDE OF THE BASIN.
DISCHARGE RUNOFF INTO THE BASIN IN A MANNER THAT MINIMIZES
EROSION.
OUTLET BARREL
(SEE PLANS FOR
MATERIAL)
SKIMMER BASIN CALCULATION TABLE
Skimmer Drainage Rational C I10 Q10 Required SA Provided SA Required Vol Provided Vol Storage Storage Vol Weir
Disturbed.
No. Area Runoff. Coeff. Intensity Peak Flow (435xQ10) (1800cf/ac x D A) Depth Drained Width
Area (ac)
ac in/hr cfs sf sf cf cf ft cf ft
TSB-1 28.90 0.30 7.23 62.68 10.06 27,268 128,411 18,108 244,481 3.00 244,481
TSB-2 4.30 0.30 7.23 9.33 2.67 4,057 68,538 4,806 129,932 3.00 129,932 6.0
TSB-3 18.71 0.30 7.23 40.58 7.40 17,653 159,052 13,320 308,191 3.00 308,191 6.0
TSB-4 10.57 0.30 7.23 2293 T03 9,973 46,773 12,654 133,829 3.00 133,829 6.0
FAIRCLOTH SKIMMER SIZE CALCULATION
Skimmer
No.
Dewatering
Time
(days)
Skimmer
Outflow
cf/day
Skimmer
Size
in
Orifice
Diameter
in
Orifice
Radius
in
Barrel
Outflow
gpm
Barrel
Pipe
in
Skimmer Basin
Bottom Elevation
ft
Orifice
Elevation
ft
TSB-1
5
48,896
6.0
5.9
2.9
254.0
6.%-
29.0
30.0
TSB-2
3
43,311
6.0
5.5
2.8
225.0
6.0
29.0
30.0
TSB-3
61,638
8.0
6.3
3.1
320.2
6.0
33.0
34.0
TSB-4
3
44,610
6D
5.6
2.8
231.7
6.0
28.0
29.0
4 I SKIMMER SEDIMENT BASIN
SEAL
SEAL
till rrr/''/
A O4 7
t '9 � e ,
S AL a
g 025503
° °•.......•• ° o
y
�RD A. M
'''�rrrllllitt ��'
TOP OF DAM
(8' MIN WIDTH)
3:1 SLOPES
EARTH DAM
Drape batfre materialover wire strand and
Secure with plastic ties at posts and on wife evwy 12"
gGaugelMinBigh
Tension WreStrand SMIN'
Shall &e 3eculied
To hstTo Support
Baffle Material
�ri?a►?*r�ni
• If the temlorary sediment basin will be
converted to a permanent stormwater basin
cif greater depth, the baffle height should be
based on the pool depth during useas a
teff"cary wedirrrent basin.
Note:' install three (3) coir fiber baffles in basins
at drainageoudets with a spacing of t/4th l
basin Iength.7Wo (2) coirfdaer bafts can be
Installed in the basins less than 20 h. in length
with a spacing of V3 the basin length.
3d o
PIPE OUTLET TO FLAT AREA
NO WELL-DEFINED CHANNEL
La
FILTER FABRIC
NOTES:
1. IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THE
CHANNEL BANKS TO AN ELEVATION OF 6" ABOVE THE MAXIMUM
TAILWATER DEPTH OR TO THE TOP OF THE BANK, WHICHEVER IS
LESS.
tJ50=8")
EROSION CONTROL STONE
ON A LAYER OF 4" NCDOT
#5 OR #57 STONE
OUTLET
ZONE
RIPRAP
APRON
NUMBER
DIA (in)
# PIPES
Q (cfs)
V (fps)
D50 (in)
CLASS
Dmax (in)
THICKNESS (in)
LENGTH (ft)
WIDTH (ft)
POND#1
36
2
105.88
14.94
2
10
B
12
18
18
13.5
POND#2
36
1
44.86
6.35
1
10
B
12
18
18
9
POND#3
48
2
100.77
8.02
2
10
B
12
18
24
18
POND#4
1 24
1 2
1 32.11
1 10.22
1 2
1 10
1 B
1 12
1 18
1 12
1 8.5
3 I RIPRAP OUTLET PROTECTION
Extend ggauge-sire to basin side or msQIIT-post toarwhot
bafi1e to side of basin aM secure to vertical post
Variable Depth
Secure bottom of baffle to g round vrith
SCALE: NTS
v
v Aj2j<jM CREED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.com
SIDE SLOPES
2:1 MAX
UPSLOPE TOE
SCALE: NTS
#57 STONE CHECK DAM
6" TOP WIDTH, 12" TALL
SIDE SLOPES 2:1
POSITIVE GRADE 1.0% MAX.
-STABILIZE DIVERSION DITCH WITH #57 STONE CHECK DAM
TEMPORARY SEEDING AND EROSION 6" TOP WIDTH, 12" TALL
CONTROL NETTING SIDE SLOPES 2:1
PLAN VIEW
SECURE WATTLE
WITH UPSLOPE AND
DOWNSLOPE STAKES
AND STAPLES.
MATTING
insat A
SLOPE
UPSLOPE &
)OWNSLOPE STAKES, TYP.
IVIuv. IV Lr CAUMwivR MATTING
2' MIN. ON UPSLOPE
NOTES: AND 8' MIN. ON DOWNSLOPE
1. USE MINIMUM 18" DIA. EXCELSIOR WATTLE.
2. USE 2"x2" WOODEN STAKES 2-FT IN LENGTH ON THE UPSLOPE AND DOWNSLOPE
AT AN ANGLE TO WEDGE THE WATTLE TO THE BOTTOM OF THE SWALE.
3. STAPLE EVERY 1 LF ON BOTH SIDES OF THE WATTLE TO SECURE IT TO THE
BOTTOM OF THE SWALE.
L2 I CHECK DAM /WATTLES
2' MIN
COMPACTED
18"
WIDTH
2:1 SLOPE (MAX)
CROSS SECTION
SCALE.- NTS
SEDIMENT LADEN
GRADE �''/ WATER FLOW
PDD
NUMBER
DA
(AC)
Q 10
(CFS)
LENGTH
(FT)
HIGH
(FT)
LOW
(FT)
ELEVATION
RIFF. (FT)
SLOPE
(%)
INITIAL
LINING
MANNING
n
VELOCITY
(FPS)
COMMENT
PDD 1
8.01
17.4
995
32.77
28.00
4.77
0.48
BARE EARTH
0020
3.55
LINING REQ
PDD2
3.11
6.7
530
30.96
29.15
1.81
0.34
BARE EARTH
0.020
2.43
LINING REQ
PDD3
8.01
17.4
221
28.88
28.00
0.88
0.40
BARE EARTH
0.020
3.33
LINING REQ
PDD4
3B3
8.3
363
29.09
28.00
1.09
0.30
BARE EARTH
0.020
2.45
LINING REQ
PDD 5
4.60
10.0
463
32.40
31.00
1.40
0.30
BARE EARTH
0.020
2.57
LINING REQ
PDD 6 15.05
11.0
400
32.54
31.36
1.18
0.30
BARE EARTH
0.020
2.63
LINING REQ
TEWORARYRnCKC'T-TFCV T)A.I/Tc,/ VATTT FG
PDD
NUMBER
SECONDARY
LINING
MANNING
n
VELOCITY
(FPS)
COMMENT
DEPTH
in
MIN. DEPTH
in
CHECK DAM
SPACING (FT)
NUMBER
REQUIRED
NUMBER
PROVIDED
PDD 1
EXCELSIOR
0.035
2.36
EXCELSIOR OK
13.7
18
150
6
6
PDD2
EXCELSIOR
0.035
1.62
EXCELSIOR OK
9.3
18
150
3
3
PDD 3
EXCELSIOR
0.035
2.20
EXCELSIOR OK
14.4
18
150
l
1
PDD 4
EXCELSIOR
0.035
1.63
EXCELSIOR OK
10.7
18
150
2
2
PDD 5
EXCELSIOR
0.035
1.71
EXCELSIOR OK
11.8
18
150
3
3
PDD6
EXCELSIOR
0.035
1.75
EXCELSIOR OK
12.3
18
150
3
3
DD
NUMBER
DA
(AC)
Q 10
(CFS)
LENGTH
(FT)
HIGH
(FT)
LOW
(FT)
ELEVATION
DIFF. (FT)
SLOPE
(%)
INITIAL
LINING
MANNING
n
VELOCITY
(FPS)
COMMENT
DD 1
9.01
19.5
730
32.81
30.60
2.21
0.30
BARE EARTH
0.020
3.10
LINING REQ
TEMPORARYROCK CHECK DAMSIWATTLES
DD
'_NUMBER
SECONDARY
LINING
MANNING
n
VELOCITY
(FPS)
COMMENT
DEPTH
in
MIN. DEPTH
in
CHECK DAM
SPACING (FT)
NUMBER
REQUIRED
NUMBER
PROVIDED
DD 1
EXCELSIOR
0.035
2.05
EXCELSIOR OK
16.2
18
150
5
1 I PERMANENT DIVERSION DITCH /DIKE
NEW HANOVER COUNTY
FACILITIES MANAGEMENT
200 DIVISION DRIVE
WILMINGTON, NC 28401
[phone]
7 BLUE CLAY ROAD BUSINESS PARK
NEW HANOVER COUNTY, NORTH CAROLINA
EROSION CONTROL DETAILS
DATE:
03/03/2022
MCE PROJ. #
00494-0039
DRAWN
BPD/HKA
DESIGNED
DPS/BPD
CHECKED
RAM/DPS/RAS
PROJ. MGR.
RAM
SCALE: NTS
SCALE
M&C FILE NUMBER
CE502
HORIZONTAL:
DRAWING NUMBER
NTS
VERTICAL:
33
NTS
FATUS: FINAL DESIGN - REVISION
NOT RELEASED FOR CONSTRUCTION

FLOW DEPTH
AS SPECIFIED I
1.5 FT
MINIMUM
VEGETATE ENTIRE DITCH
CONVEYANCE DITCH NOTES:
1. OVER -EXCAVATE CHANNEL DEPTH 0.5' TO ALLOW FOR SOIL BULKING (DURING SEEDBED PREP) AND SODNEGETATIVE ACCUMULATION.
2. VEGETATE DITCH ACCORDING TO SEEDING SCHEDULE IMMEDIATELY UPON COMPLETION.
3. THE TEMPORARY LINER SHALL BE PLACED ON THE BOTTOM AND UP THE SIDESLOPES TO THE SPECIFIED FLOW DEPTH; MULCH ACCORDING TO SEEDING SCHEDULE ABOVE
THAT HEIGHT.
4. THE TEMPORARY LINER SHALL BE A SINGLE NET WOVEN EXCELSIOR OR STRAW MATTING.
5. FOLLOW MANUFACTURERS INSTRUCTIONS WHEN INSTALLING TEMPORARY LINER.
Roadside
Ditch #
10-yr Flow
Depth (ft)
1
1.21
2
0.71
3
0.86
4
0.78
5
0.98
6
1.01
7
1.12
8
0.53
9
0.51
10
0.57
11
1.29
12
0.99
13
0.48
14
0.62
15
1.08
16
0.89
ROADSIDE CONVEYANCE DITCH
1
SEAL
SCALE: NTS
2' MIN. TOP AREA
10%
Z
SETTLEMENT
TEMP.
..
....... EARTHEN
BERM
2' ABOVE ... .:..........
.... ...:.:. .
93
.......... .......................
ILT FENCE
�--T.O.B. EXISTING
DITCH
NOTES:
1. BUILD RIDGE HIGHER THAN DESIGN AND COMPACT WITH WHEELS OF
CONSTRUCTION EQUIPMENT. COMPACTED RIDGE MUST BE AT OR ABOVE DESIGN
GRADE AT ALL POINTS.
2. LEAVE SUFFICIENT AREA TO PERMIT CLEAN OUT AND REGRADING.
3. CONSTRUCT SILT FENCE ON DOWNSTREAM SIDE OF BERM.
3 I DITCH PLUG
SEAL
.� A o �.
S AL
025503
sz
:° F
�i °°•., NGI NE;,••' Q�
qR p A
,''ill illllll\t ,�
SCALE: NTS
v
vN4CJ<JM&CREED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.com
2
1
I GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH I
Implementing the details and specifications on this plan sheet will result in the construction''
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCGO1 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HOW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HOW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieve
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
P (l krlltzs rsvt .
PermanentStabRfzatiorrs
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculonts.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculonts and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary contain
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
ypj f t# NORTH CAROLINA
structures. !" Environmental Quality
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
NCGO1 GROUND STABLIZATION AND MATERIALS HANDLING
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. in addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspection records must include:
business hours)
It)Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (and this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
At least once per
1. Identification of the measures inspected,
Measures
7calendar days
2. Date andtime ofthe inspection,
and within 24
3. Name of the person performingthe Inspection,
hours of a rain
4. Indication of whether the measures were operating
event, 1.0 inch in
properly,
24 hours
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
13) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7calendar days
2. Date and time of the inspection,
outfalls (SDOs)
and within 24
3. Name of the person performing the Inspection,
hours of a rain
4. Evidence of indicators of stormwater pollution such as oil
event> 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to cleanup or stabilize the sediment that has left
hours of a rain
the site limits
event, 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
IS) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
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:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event, 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit
of this permit.
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
1
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
NORTH CAROLINA
. f' Environmental Quality
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be documented in the manner
described:
Item to Document
I Documentation Requirements
(a) Each E&SC Measure has been installed
Initial and date each E&SC Measure on a copy
and does not significantly deviate from the
of the approved E&SC Plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC Plan.
E&SC Measure shown on the approved E&SC
I Plan. This documentation is required upon the
initial installation of the E&SC Measures or if
the E&SC Measures are modified after initial
installation.
(b) A phase ofgrading has been completed.
Initial and date a copy of the approved E&SC
Plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
Plan or complete, date and sign an inspection
Plan.
report to indicate compliance with approved
I ground cover specifications.
(d) The maintenance and repair
i I Complete, date and sign an inspection report.
requirements for all E&SC Measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC Measures.
Plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation
In addition to the E&SC Plan documents above, the following items shall be kept on the
site
and available for agency inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make this
requirement not practical:
(a) This general permit as well as the certificate of coverage, after it is received.
(b) Records of inspections made during the previous 30 days. The permittee shall record
the required observations on the Inspection Record Form provided by the Division or
a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
(c) All data used to complete the Notice of Intent and older inspection records shall be
maintained for a period of three years after project completion and made available
upon request. [40 CFR 122.411
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
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BELOV GRA➢E *WIT STRUCTURE ABOVE GPAnE Vwrr STRlkT112E
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. if a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
1AZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground,
EFFECTIVE: 04/01 / 191
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that must be reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(a) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(b) Anticipated bypasses and unanticipated bypasses.
(c) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Division's Emergency Response personnel at [phone], (800)
858-0368 or [phone].
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
• Within 24 hours, an oral or electronic notification.
(a) Visible sediment
deposition in a
• Within 7 calendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
• If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
spills and
• Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(b)-(c) above
(c) Anticipated
• A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
• Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
• Within 7catendardays, 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.
with the conditions . Within 7 calendar days, a reportthat contains a description of the
of this permit that noncompliance, and its causes; the period of noncompliance,
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
environment[40 continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(I)(7)] prevent reoccurrence of the noncompliance. [40 CFR 122.41(1)(6)-
• Division staff may waive the requirement for a written report on a
case -by -case basis.
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19�
NCGO1 SELF -INSPECTION RECORDKEEPING AND REPORTING
NEW HANOVER COUNTY
FACILITIES MANAGEMENT
200 DIVISION DRIVE
WILMINGTON, NC 28401
[phone]
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151110
BLUE CLAY ROAD BUSINESS PARK
NEW HANOVER COUNTY, NORTH CAROLINA
EROSION CONTROL DETAILS
DATE:
03/03/2022
MCE PROJ. #
00494-0039
DRAWN
BPD/HKA
DESIGNED
DPS/BPD
CHECKED
RAM/DPS/RAS
PROJ. MGR.
RAM
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SCALE: NTS
SCALE
M&C FILE NUMBER
CE503
HORIZONTAL:
NTS
VERTICAL:
NTS
DRAWING NUMBER
34
STATUS: FINAL DESIGN - REVISION
NOT RELEASED FOR CONSTRUCTION

FLEXIBLE PIPE
Round Corrugated Steel Pipe
2 2/3 x 1/2 corrugation **
Diameter Minimum cover Maximum Height of Cover (feet)
inches inches (Ga) 16 14 12 10 8
12 12 204 256
15 12 162 204
18 12 135 169 239
21 12 115 145 204
24 12 100 126 178
30 12 79 100 142
36 12 65 83 117 152
42 12 55 70 100 130 160
48 12 48 61 87 113 139
54 12 54 77 100 123
60 12 69 90 111
66 12 81 100
72 12 74 91
78 12 81
84 12 69
Round Corruaated Aluminum Pipe
2 2/3 x 1/2 corrugation **
Diameter Minimum cover Maximum Height of Cover (feet)
inches inches (Ga) 16 14 12 10 8
12 12 123 155 218 281 344
15 12 98 123 174 224 275
18 12 81 102 144 187 228
21 12 69 87 123 160 195
24 12 60 76 108 139 171
27 12 67 95 123 151
30 12 60 85 111 136
36 12 50 71 92 113
42 12 60 78 96
48 12 52 68 84
54 12 46 50 74
60 12 50 62
66 12 51
72 12 41
** FOR DIFFERENT CORRUGATIONS AND ARCH PIPES REFER TO
ROADWAY DESIGN MANUAL OR MANUFACTURERS SPECIFICATION
REFER TO THE FOLLOWING FOR PIPE SPECIFICATIONS
CSP - AASHTO M36
CAAP - AASHTO M196
HOPE - (Minimum
fill)
2' for pipe
diameters >-
12"
and _< 60"
HOPE - AASHTO M294
* (Maximum
fill)
20' for pipe
diameters <
24"
PVC - ASTM F949 or AASHTO M304
17' for pipe
diameters z
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and 5 60"
PVC - (Minimum
fill)
2' for pipe
diameters >_
12"
and 5 36"
NOTES: FILL HEIGHTS SHOWN WERE CALCULATED USING
* (Maximum
fill)
30' for pipe
diameters >_
12"
and < 36"
AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS
1' MINIMUM COVER FOR ALL SIDE DRAIN PIPE
* FILL HEIGHT IS MEASURED FROM THE TOP OF
THE PIPE
IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS
TO THE BOTTOM OF THE
PAVEMENT STRUCTURE
RIGID
PIPE
RCP - (Minimum
fill)
1' for Class
IV & CLASS V
2' for Class
III & Class
II
REFER TO THE FOLLOWING FOR PIPE SPECIFICATIONS
* (Maximum
fill)
10' - Class
II pipe
RCP - AASHTO M170
20' - Class
III pipe
30' - Class
IV pipe
40' - Class
V pipe
NOTES! FILL HEIGHTS SHOWN WERE CALCULATED USING
(For fills > 40'
& < 60'
use LRFD Direct
Design Method)
AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS
* FILL HEIGHT IS MEASURED FROM THE TOP OF
THE PIPE
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TO THE BOTTOM OF THE
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¢
N O
= J 0
CO Z =
-U H 1-4z 3
W 0)
G O
DL
O
LL
MEET 1 OF 1
840.16
FOR�BARVSIZE
ELEVATION
PLAN
Z
O 0
NOTES:
D
-i
6"
* THIS PRECAST ENDWALL MAY BE USED FOR THE FOLLOWING
STANDARDS: 838.01, 838.11, 838.21, 838.27, 838.33,
H Cr U
CD
LL J = H Z
r
838.39, 838.51, 838.57, 838.63 AND 838.69.
o = cn =
* INSTALL PRECAST ENDWALLS WITH WINGS AND PAY
_
W ¢ Q U-
yl 0l,
FOR IN ACCORDANCE WITH SPECIFICATION SECTION 838.
U = O GD
* USE 4000 PSI CONCRETE.
Q = f Z
* PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615
Cn F- LL O J
-
FOR GRADE 60 AND WELDED WIRE FABRIC CONFORMING
O ¢
0 I
TO ASTM A185 WITH 2" MIN. CLEARANCE.
z 14 _
HZ
* PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH
H-��..�
a_LLI
OSHA STANDARD 1926.704.
'
Q
* PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BY
0
CONTRACTOR
-
* ALL ELEMENTS PRECAST TO MEET ASTM C913.
* WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR
AS LONG AS THE SAME AREA OF STEEL IS PROVIDED.
* CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1".
8" O.C.(TYP.)
REFER TO CHART
FOR BAR SIZE
NOTE: THE MINIMUM BAR SIZE SHALL BE #5 BARS
J Y
SIDE
AT 8" CTS.THE CONTRACTOR WILL HAVE THE OPTIONcc
TO INCREASE
O J N
THIS BAR SIZE AS NEEDED.
LL 3
H Z ,
ENDWALL DIMENSIONS
FT.
MINIMUM
MIN./MAX.
MIN./MAX.
MIN./MAX.
MIN./MAX.
MIN./MAX.
PIPE DIA.
BAR SIZE
H1(FT.)
H2(FT.)
D (FT.)
W1
W2
1.0
#5 @ 8"
1.25/2.00
2.00/3.75
1.25/1.75
3.00/3.75
5.50/6.00
1.25
#5 @ 8"
1.2512.00
3.0013.75
1.25/2.00
3.50/3.75
6,50/6.75
1.50
#5 @ 8"
1.25/2.00
3.00/4.25
1.5012.50
3.50/3.75
6.50/6.75
2.0
#5 @ 8"
1.50/2.50
4.00/4.75
1.75/2.50
4.00/4.25
7.50/8.25
2.5
#5 @ 8"
2.50/3.50
4.00/6.00
2.00/3.00
4.50/5.50
10.00l11.50
3.0
#5 @ 8"
3.00/3.50
5.00/6.00
2.75/3.50
6.25/5.75
11.50/11.75
3.5
#5 @ 8"
3.25/4.50
6.00/6.75
3.25/3.50
6.00/6.75
12.00/13.25
4.0
#5 @ 8"
3.50/4.50
6.50/7.00
3.25/3.50
6.50/6.75
13.00/13.25
4.5
#5 @ 8"
4.00/5.00
6.50/8.50
3.25/4.00
7.00/9.25
13.50115.75
5.0
#5 @ B"
4.50/5.00
7.00/8.50
3.25/4.00
7.2519.25
13.75/15.75
5.5
#5 @ 8"
4.50/5.00
7.50/8.50
3.25/4.00
7.25/9.25
14.00/15.75
6.0
#5 @ 8"
4.50/5.00
7.50/8.50
3.25/4.00
7.75/9.25
14.75/16.75
Q W a
o W a
0 LU N
c n
0 V c
H O
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U Lu
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Cn
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31 PRECAST CONCRETE ENDWALL DETAIL SCALE: NTS
W r
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6 FOOT SHOULDER: I
DITCH: 2 FOOT PAVED
3:1 MAX SLOPE 4 FOOT UNPAVED
87. MAX SLOPE
00,
6 FOOT SHOULDER: \
2 FOOT PAVED
4 FOOT UNPAVED DITCH:
8% MAX SLOPE 3:1 MAX SLOPE
30 00'
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5 DROP INLET FRAME AND GRATES SCALE: NTS 2 CONNECTOR ROAD AND SIDE ROAD SECTION VIEW SCALE: NTS
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SHEET 1 OF 1
840.14
^." WEEP HOLES
1X
I
PLAN
WITH GRATE & FRAME REMOVED
^"'^ ^OPING(INCIDE"" ,
IP ELEVATION
840.16 FRAI
SATE
SECTION X-X
(SEE NOTE)
GENERAL NOTES:
USE CLASS "B" CONCRETE THROUGHOUT.
PROVIDE ALL DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66,
OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR #4 BAR DOWELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SHOWN ON STD. NO. 840.00.
CONSTRUCT WITH PIPE CROWNS MATCHING.
SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATES NOT SHOWN.
INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER.
INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A
POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER
CHAMFER ALL EXPOSED CORNERS 1".
DRAWING NOT TO SCALE.
MAX. PIPE THIS SIDE - 18" m
SECTION Y-Y
DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN. HEIGHT, H)
DIMENSIONS OF BOX & PIPE
CUBIC YARDS
CONC. IN BOX
DEDUCTIONS FOR
ONE PIPE
PIPE
SPAN
WIDTH
MIN. HEIGHT
D
A
B
H
BOTTOM
SLAB
WALL PER
FT. HT,
TOTAL
00MCflETE
Fm Y1N1Y11"
MIIWT, H
C.M.
R.C.
12"
3'-0"
2'-0"
2'-0"
0,222
0.222
0.592
0.015
0.026
15"
2'-3"
0.648
0.023
0.036
IV
2 -6'
0.703
0.033
0.049
24"
3'-0"
0.814
0.059
0.065
30"
1 3'-0"
2'.0"
1 3'-6"
0.222
0.222
0.925
0.092
0.127
4 CONCRETE DROP INLET
III, ,,, SEAL
.� A o
S AL g _
025503 s =
'.,FNGIN'F
C, °••.....°•° O
ti -,o,.
4 $?D A j 1 `�
51q
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.com
#4 BAR
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HEET 1 OF 1
840.14
SCALE: NTS
NTY.
NEW HANOVER COUNTY G��
FACILITIES MANAGEMENT z =�
200 DIVISION DRIVE
r
WILMINGTON, NC 28401
[phone] Fs.
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24.00'
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3:1 MAX SLOPE
I
EXISTING GRADE
6 FOOT SHOULDER:
6 FOOT SHOULDER:
2 FOOT PAVED
2 FOOT PAVED
4 FOOT UNPAVED
4 FOOT UNPAVED 3:1 MAX SLOPE
2� MAX SLOPE
8% MAX SLOPE
30.�'
0.
1 . 0'
1 MAIN ROAD SECTION VIEW
BLUE CLAY ROAD BUSINESS PARK
NEW HANOVER COUNTY, NORTH CAROLINA
SITE AND STORM DRAINAGE DETAILS
DATE:
03/03/2022
MICE PROJ. #
00494-0039
DRAWN
BPD/HKA
DESIGNED
DPS/BPD
CHECKED
RAM/DPS/RAS
PROJ. MGR.
RAM
SCALE:
NTS
SCALE M&C FILE NUMBER
CS501
HORIZONTAL:
DRAWING NUMBER
N/A
VERTICAL:
35
N/A
0INIUa7. I-INHL Ut6l(3N - REVISION
NOT RELEASED FOR CONSTRUCTION

i
—
-.- ..A -.
----- _
- --_-_ --_-_ - -
—
_=_
52.00' `• C ,. ,
DRAINAGE EASEMENT L / -
- `—-- RIP RAP OUTLET PROTECTION
SEE DETAIL, THIS SHEET
RISER RIM EL.=29.00'
I rumr-WAY -1 t
24-= 25= 26= 27—
28
\ 29
30
d
JI
32 -----
TRASH RACK
#5 REBAR SPACED 4" O.C.
6.0" ORIFICE INV 28.0'
32
MAINTENANCE ACCESS
TRASH RACK
#5REBAR SPACED
4" O.C.
0.5 FT —
CP
PRECAST CONCRETE BOX I / , A ` �, . 4 : �c��. p 4 ., ��,, 14p. I I I I OUTLET BARREL MAINTENANCE ACCESS
a L _ �c��
(2) 36" CONCRETE PIPE INV.=
25.00'
I
19
40'-0"
/ ! 12-RHY_WHI
~ STORM WATER POND
e � �
+++++++++++++++++++++++
..,�.•- ?� _-�/J,'` _-..^ — �_ _.-_ ''/ t+
+++++++++++++++T++++++
++++++++++++++
:.... . _
:.
POND UP SLOPE! w Q
�� :•.
co J
a MAINTENANCE BENCH >
11 EUP_FIS 34-LOB_SIP 2-RHY_WHI
TYPICAL CYN-DAC
r 50' VEGETATIVE SETBACK PLANTING PLAN
I I
VEGETATIVE SHELF PLANTING
II 3:1 SLOPE ABOVE VEGETATED SHELF
N
N � I
S
\
I
fI
� ft
4}
POND 1 OVERFLOW STRUCTURE
Not to Scale SIDE EMERGENCY SPILLWAY SECTION
POND 1 DETAIL Not t0 Scale
TOP OF POND EL. 32,25'
2:1 SLOPE BELOW VEGETATED SHELF
NOTE
SEE PLAN/PROFILE SHEETS FOR
STORM DRAINAGE INFORMATION.
40' 0 40' 80,
SCALE: 1 "=40'
STORM ELEVATIONS
WET POND
1.5" DEPTH = 28.58'
DESIGN STORM
1-YEAR = 29.43'
10-YEAR = 30.15'
25-YEAR = 30.49'
50-YEAR = 30.82'
100-YEAR = 31.22
REV.NO. DESCRIPTIONS DATE
REVISIONS
6.0" PVC SCH. 40 PIPE WITH 45 DEG
BEND.
3
"� 11
VEGETATED SHELF
— 6:1 SLOPE TYP.
0.5 FT
0.5 FT - i t=i l l
-'E�=11=1ii-ill
SEE PLAN FOR
LOCATION & INVERT —�
1 LL
a
SEAL
Go
Go
'° 9
S AL e =
025503
-Pi ° °° ,�NGI N
0 Goo
•,7''�DIIA1��
�I
10.0'
ERMANENT POOL EL. 28.00' . .
FOREBAY BERM EL = 27.5'
FOREBAY 1 AND 2 1 2 I- I 2 1
SEDIMENT STORAGE EL. 25.00' 1. I �I —1
�
z FOREBAY BOTTOM LLI
EL. 24.00'
57.00'
DRAINAGE EASEMENT
TEMPORARY POOL EL. 29.00'
PERMANENT POOL EL. 28.00'
MAIN BAY o
STORAGE EL. 24.00'
z
POND BOTTOM EL. 23 00' _
—. (_I - :--i i 1 I 1 -- —_ ---, 3—
— i
FOREBAY AND STORAGE POND SECTION
NOT TO SCALE
v
v &CREED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.com
OVERFLOW STRUCTURE
(SEE DETAIL)
NEW HANOVER COUNTY
FACILITIES MANAGEMENT
200 DIVISION DRIVE
WILMINGTON, NC 28401
[phone]
3 FT ---1 3 FT
— 6 FT
VEGETATED SHELF
6:1 SLOPE TYP.
���'`���LISHt��� •
NATURAL GRADE
W
NOTE: MINIMUM H=2/3 LAYER OF FILTER FABRIC
PIPE DIAMETER
SECTION B-B
RIP RAP APRON OUTLETS
NOT TO SCALE
3
80.0 LF OF (2) 36" RCP @ 0.50%
(ASTM C76 CLASS III PIPE)
WITH "0" RING GASKET JOINTS (ASTM C361)
\ \
W 25.001 FT'
3 FT�
CUTOFF TRENCH
WITH 11
SIDE SLOPES
1/3 LENGTH OF PIPE RUN 1.5' ALUMINUM ANTI -SEEP
COLLAR SPACED 5 FT BELOW
CUTOFF TRENCH (TYP.)
NOTES
1. SEE OUTLET PROTECTION TABLE BELOW FOR RIP -RAP DIMENSIONS AND CLASSES.
2. RIP -RAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END OF THE PIPE OR CULVERT AT THE
DISCHARGE OUTLET AT A MAXIMUM SLOPE OF 2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER
OR CULVERT HEIGHT.
3. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE SURFACE OF THE RECEIVING CHANNEL, THE
AREA TO BE PAVED OR RIPRAPPED SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE
SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE APRON SHALL HAVE A CUTOFF OR
TOE WALL AT THE DOWNSTREAM END.
4. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM WIDTH OF THE RECEIVING CHANNEL.
MAXIMUM TAPER TO RECEIVING CHANNEL 5:1
5. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
6. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL SHALL NOT BE ALLOWED.
7. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE PERMITTED.
Outlet pipe diameter
36 ut.
Length =
Outlet flo ATate
52.9 cfs
Width = 9.0
Outlet velocity
7.5 ft/sec
Max Stolle Dia = 12 ill.
Matetial =
Class B
Thickness = 18 ill.
TOP OF POND EL. 32.25'
EMERGENCY SPILLWAY WEIR EL. 31.0'
RIP -RAP EMERGENCY SPILLWAY
12" THICK LAYER NCDOT CLASS B RIP -RAP
(d50 = 8") W/ 4" THICK LAYER NCDOT NO.57
STONE BEDDING WRAPPED WITH NON -WOVEN
FILTER FABRIC (SI GEOTEX 801 OR APPROVED
SUBSTITUTE)
WET DETENTION POND NOTES
1) TEMPORARY PUMP WILL BE PROVIDED BY OWNER TO DRAIN POND/FOREBAY FOR ROUTINE MAINTENANCE OR IN AN
EMERGENCY.
2) SOD SLOPES ABOVE THE PERMANENT POOL AROUND THE INSIDE OF THE FOREBAY, ABOVE THE VEGETATED SHELF
AROUND THE MAIN BAY AND SLOPES OUTSIDE OF THE POND.
3) CONTRACTOR SHALL EXCAVATE VEGETATED SHELF AS NECESSARY TO PROVIDE ADEQUATE CLEARANCE AROUND
INV 32.85' RISER FOR PVC PIPE INVERT.
4) THE SEASONAL HIGH WATER TABLE WAS FOUND TO BE - EL. ??.??IN THE VICINITY OF THE WET DETENTION POND
BLUE CLAY ROAD BUSINESS PARK IN
NEW HANOVER COUNTY, NORTH CAROLINA
SCM 1 DETAIL
DATE:
03/03/2022
MCE PROJ. #
00494-0039
DRAWN
BPD/HKA
DESIGNED
DPS/BPD
CHECKED
RAM/DPS/RAS
PROJ. MGR.
RAM
SCALE
M&C FILE NUMBER
CN501
HORIZONTAL:
DRAWING NUMBER
1 "=40'
VERTICAL:
36
N/A
STATUS: FINAL DESIGN - REVISION
NOT RELEASED FOR CONSTRUCTION

IT -
NATURAL GRADE W
iI RIP RAP 7 I�
NOTES
1. SEE OUTLET PROTECTION TABLE BELOW FOR RIP -RAP DIMENSIONS AND CLASSES.
2. RIP -RAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END OF THE PIPE OR CULVERT AT THE
DISCHARGE OUTLET AT A MAXIMUM SLOPE OF 2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER
OR CULVERT HEIGHT,
3. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE SURFACE OF THE RECEIVING CHANNEL. THE
AREA TO BE PAVED OR RIPRAPPED SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE
SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE APRON SHALL HAVE A CUTOFF OR TOE
WALL AT THE DOWNSTREAM END.
4. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM WIDTH OF THE RECEIVING CHANNEL.
MAXIMUM TAPER TO RECEIVING CHANNEL 5:1
5. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
6. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL SHALL NOT BE ALLOWED.
7. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE PERMITTED.
Outlet pipe diameter
36 in.
Length =
18-0 ,
NOTE: MINIMUM H=2/3 LAYER OF FILTER FABRIC
Outlet flo wrate
44-9 cfs
Width =
9.0 ---
PIPE DIAMETER
Outlet velocity
6.3 ft/sec
Max Stone Dia =
12 in.
SECTION B-B
Material =
"`.ass B
Thickness =
18 in.
RIP RAP APRON OUTLETS
NOT TO SCALE
TOP OF POND EL. 32.25'
12-RHY-WHI
4-LOB_SIP
STORM WATER POND
++++++
+++ ++
++++++
+++++++++++++++++++++++
++++++++++++++++++++++
+++++++++++++++++++++++
+++++
++++++++++++++++++++++++
++++++++++++++++++++++++
+ + + + + +
+ ++�++++++++++++++++T+T++++
+ + + +
+++++++++++++++++++++++++++++++++++++++
+++++++++++++++++++ +++++++++++++++++++
-
+++++++++++++++++++++++++++++++++++
+
++++++++++++++++++++++++++++++++++++
+++++++++++++++++++++++++++++++++++
o
+++++++++++++++++++
+++++++++++++++++ ++++++++++++++++
+++ +++++++++++++++++++++++++++
++ +
+ + +
++++++++++++++ ++++++++++++++++
:. • .. .
ul z
.. POND UP SLOPE
W ¢
J
- - - - _ - -
- - - ,MAINTENANCE BENCH,
11-EUP_FIS 34-LOB_SIP 2-RHY_WHI
TYPICAL CYN-DAC
PLANTING PLAN
/
TYPICAL PLANTING SCHEDULE PER 40' LF
SUBMERSIBLE
CODE
BOTANICAL NAME
COMMON NAME
SIZE
HEIGHT
SPACING
QTY
EUP FIS
EUPATORIADELPHUS FISTULOSUS
JOE PYE WEED
1 GAL.
18"-24" HT.
30" O.C.
11
+++++
�+++�++++�+++++1+++�++++
LOB SIP
LOBELIA SIPHILITICA
GREAT LOBELIA
5" DEEP PLUG
12"-18" HT.
18" O.C.
38
++
®
RHY WHI
RHYNCHOSPORA COLORATA
STARRUSH WHITETOP
4" POT
12"-18" HT.
36" O.C.
14
GROUND COVERS
CODE
BOTANICAL NAME
COMMON NAME
SIZE
SPACING
QTY
CYN DAC
CYNODON DACTYLON
BERMUDA GRASS
SEED
3 LBS / 1000 SF
SEE PLAN
VEGETATIVE SHELF PLANTING
l-
I vvv "
50.00, —
\ DRAINAGE EASEMENT
-III---_ - � • � \\\ � �- . 32
I I I EMERGENCY SPILLWAY WEIR EL. 31.0'
=-
_.
12" THICK LAYER NCDOT CLASS B RIP -RAP
(d50 = 8") W/ 4" THICK LAYER NCDOT NO.57
STONE BEDDING WRAPPED WITH NON -WOVEN
EMERGENCY SPILLWAY SECTION FILTER FABRIC (SI GEOTEX 801 OR APPROVED
\\
\
36" RCP SUBSTITUTE)
OUTLET BARREL Not to Scale
Z1
r
\ \\\\ A \, \ \\\ v \ ZA \
0.5 FT 30
28
A 27
TRASH RACK \ � 23 \\\\\ 3:1 SLOPE ABOVE VEGETATED SHELF
#5 REBAR SPACED 4" O.C. \ \� \\ �\ \ \ \
! \ !
1 SLOPE BELOW VEGETATED SHELF
t
4 FT
6'x6' REINFORCED CONCRETE r \ \ "\ \\ ` , R\t\
MAINTENANCE ACCESS > \ MAIN
\ \
/ AI N BAY
RISER BOX (ASTM C1433) \\\ - � \
`\ FOREBAY 1 - _ \
\ / 32 31 -� \ � \ \ \ \\\ ( _\ I V
32
5 FT - `\ \ 31 30 \\\\ \\t \ \29
TOP28
I � -••" �r \ �� \�@ 25 26 27 X x\\ \ \ \ o OUTLET STRUCTURE
\`T_ 28 24 \\\\ \\� SEE DETAIL, THIS SHEET \
TRASH RACK { /\ \`\ I ^' \ \\\ \!! \\ \
#5 REBAR SPACED -� f / ( \ \ \ \\ \ `
/ 1 \,,� 28 10 FT \\ �!`\�v\\ EMERGENCY SPILLWAY f
4" O.C. I 29 \ \\\ ' \\\ SEE DETAIL, THIS SHEET
30 23 24 -\ \\\ \ r�0
II \ \ \ \
0.5 FT �► ` f \ �� 1 �, ,\ ' \ \" 27 Zs \ \ \\
�— 4' WEIR WIDTH �, / AI \\�\ �\ 29 J
RISER RIM EL. 29.50' TRASH RACK '_L `r 30
4" O.AR SPACED I __ \ / \ `t\\ \\ \ , ,�` \ \ 32
32
C.
WEIR CUTOUT EL. 29,00' 36" RCP 0 --\ .,
OUTLET BARREL � j � \�\!�\!\\ �\
40 3.5" ORIFICE INV 28.0'
4 s ® IIh`\ \\\\ ®®— --\ RIP RAP OUTLET PROTECTION
SEE DETAIL, THIS SHEET
OUTLET INV 25.5'
jjl
�- ,i
III-� I 4.0 PVC SCH. 40 PIPE WITH 45 DEG --
FRONT —_ C------_-- _- i=-- _—__----- --------=—------- .�
III=I I �- BEND. INSTALL 4" CAP DRILLED WITH A \ - - - — = - - - - - - - - - - - .-- - .._ - - -
-
_
- -
I I- 3.5" HOLE •R( `., � __ ,-__ _- - --- -_ � - -- - - �.T = _ _ _ - _ -. - ._� _ ._.� - � -- - - "_� - - _ ._.. _ - ',� ,t, -..-. '`-,"~`�-
POND 2 OVERFLOW STRUCTURE SIDE
Not to Scale
POND 2 DETAIL
TOP OF POND EL. 32.25'
3
OVERFLOW STRUCTURE 3 WET DETENTION POND NOTES
1
(SEE DETAIL) 1�
NOTE — _ 1) TEMPORARY PUMP WILL BE PROVIDED BY OWNER TO DRAIN POND/FOREBAY FOR ROUTINE MAINTENANCE OR IN AN
STORM ELEVATIONS TEMPORARY POOL EL. 29.00'
VEGETATED SHELF EMERGENCY.
SEE PLAN/PROFILE SHEETS FOR WET POND 6:1 SLOPE TYP. 10.0' i 50.0 LF OF 36" RCP @ 0.50%
STORM DRAINAGE INFORMATION. j (ASTM C76 CLASS III PIPE) 2) SOD SLOPES ABOVE THE PERMANENT POOL AROUND THE INSIDE OF THE FOREBAY, ABOVE THE VEGETATED SHELF
0.5 FT J�- PERMANENT POOL EL. 28.00' • PERMANENT POOL EL. 28.00' _ _ - - - WITH "0" RING GASKET JOINTS (ASTM C361) AROUND THE MAIN BAY AND SLOPES OUTSIDE OF THE POND.
1.5"DEPTH =28.52' 0.5 FT
_
FOREBAY 1 AND 2 2 I
2 1 � FOREBAY BERM EL = 27.5' -�°� I
LL I I - 1 FT 3) CONTRACTOR SHALL EXCAVATE VEGETATED SHELF AS NECESSARY TO PROVIDE ADEQUATE CLEARANCE AROUND j 2 I INV 25.50'
DESIGN STORM \ o I 2 1 MAIN BAY 1� _I I- _- f 3 FT INV 32.85' RISER FOR PVC PIPE INVERT.
1-YEAR = 29.45'
M SEDIMENT STORAGE EL. 25.00' 1 _I ! I I � i SEDIMENT STORAGE EL. 24.00' --I I i CUTOFF TRENCH 4) THE SEASONAL HIGH WATER TABLE WAS FOUND TO BE - EL. ??.?? IN THE VICINITY OF THE WET DETENTION POND
SEE PLAN FOR - - _ I- - I I- WITH 1:1
LOCATION & INVERT z FOREBAY BOTTOM z I I _ I --� - i -- g =I I IT SIDE SLOPES
10-YEAR = 30.17' EL. 24 00 7 _j ; _ —_' I _`� POND BOTTOM EL. 23.00 _—I ' 3 FT 3 FT
I-- ----i i — i- -I I i --I -- I - 1/3 LENGTH OF PIPE RUN
I� =I I j I- _i I �- _ I—i I —I I i—I ; I-=� I- i �— i I— -- 1.5' ALUMINUM ANTI SEEP
25-YEAR = 30.48' -� COLLAR SPACED 5 FT BELOW �F 40' 0 40' 80' FOREBAY AND STORAGE POND SECTION 6 FT CUTOFF TRENCH (TYP.) ..
f F­
VEGETATED SHELF
50-YEAR = 30.77'
NOT TO SCALE 6:1 SLOPE TYP,
SCALE. 1 =40
100-YEAR = 31.11 y:
SEAL
REV.NO. DESCRIPTIONS DATE
REVISIONS
SEAL
A 041
000 S / °°°
q`
S AL =
o
025503
o.
t _
. �i ° oc�GINE��.•° ��v
°°°°.
�ygRD .°A boo
v
v &CREED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone], Fax: [phone]
License: F-1222
www.mckirricreed.com
NEW HANOVER COUNTY
FACILITIES MANAGEMENT
200 DIVISION DRIVE
WILMINGTON, NC 28401
[phone]
O}NTY.A,�
O
BLUE CLAY ROAD BUSINESS PARK
NEW HANOVER COUNTY, NORTH CAROLINA
SCM 2 DETAIL
DATE:
03103/2022
MCE PROJ. #
00494-0039
DRAWN
BPD/HKA
DESIGNED
DPS/BPD
CHECKED
RAM/DPS/RAS
PROJ. MGR.
RAM
Of
SCALE
M&C FILE NUMBER
CN502
HORIZONTAL:
DRAWING NUMBER
1"=40'
VERTICAL:
37
N/A
rATUS: FINAL DESIGN - REVISION
NOT RELEASED FOR CONSTRUCTION

Y
a
U)
a
L�
NOTE: MINIMUM H=2/3 PIPE DIAMETER
SECTION B-B
RIP RAP APRON OUTLETS
NOT TO SCALE
NOTES
1. SEE OUTLET PROTECTION TABLE BELOW FOR RIP -RAP DIMENSIONS AND CLASSES.
2. RIP -RAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END OF THE PIPE OR CULVERT AT THE
DISCHARGE OUTLET AT A MAXIMUM SLOPE OF 2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER
OR CULVERT HEIGHT.
3. THERE SHALL BE NO OVERFLOW FROM THE END 0 THE APRON N TO THE SURFACE OF THE RECEIVING CHANNEL. THE
0
AREA TO BE PAVED OR RIPRAPPED SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE
SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE APRON SHALL HAVE A CUTOFF OR TOE
WALL AT THE DOWNSTREAM END.
4. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM WIDTH OF THE RECEIVING CHANNEL.
MAXIMUM TAPER TO RECEIVING CHANNEL 5:1
5. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
6. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL SHALL NOT BE ALLOWED.
7, NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE PERMITTED.
Outlet pipe diameter 48 in. Length =
Outlet flowrate 100.8 ofS Width =
Outlet velocity 8.0 ft/sec Max. Stone Dia =
Material = ClassB Thickness =
EMERGENCY SPILLWAY SECTION
Not to Scale
TOP OF POND EL. 36.50'
:NCY SPILLWAY WEIR EL. 34.50'
RIP -RAP EMERGENCY SPILLWAY
12" THICK LAYER NCDOT CLASS B RIP -RAP
(d50 = 8") W/ 4" THICK LAYER NCDOT N0.57
STONE BEDDING WRAPPED WITH NON -WOVEN
FILTER FABRIC (SI GEOTEX 801 OR APPROVED
SUBSTITUTE)
TRASH RACK
#5 REBAR SPACED 4" O.C.
f ►� 10' WEIR WIDTH
RISER RIM EL.=33.75'
WEIR ELEVATION= 32.50'
. I 0 4..
PRECAST CONCRETE BOX g,
/ 48,r' 48" 6.0" ORIFICE INV 31.0'
a
\ a \ -1 1
e4.
F
a I
(2) 48" CONCRETE PIPE INV.=
28.25' s z12.0'
Q
FRONT
NOTE
SEE PLAN/PROFILE SHEETS FOR
STORM DRAINAGE INFORMATION.
40' 0 40' 80'
SCALE: 1 "=40'
TRASH RACK
#5 REBAR SPACED
4" O.C.
0.5 FT -.--
RECTANGULAR WEIR I-T-
POND 3 OVERFLOW STRUCTURE
Not to Scale
STORM ELEVATIONS
WET POND
1.5" DEPTH = 31.58'
'I-YtAK = JZ.VU'
10-YEAR = 34.16'
25-YEAR = 34.58'
50-YEAR = 34.95'
100-YEAR = 35.41'
REV.NO. DESCRIPTIONS DATE
REVISIONS
4-LOB_SIP STORM WATER POND \ \ \ \ \\ \ \
++++++ ++++++++++++++++++++++++++++++++++++++++++++++++++
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ M \ \ \ \\` \\e
++++++++++++++++++++++++++++++++++++++ 0 a
+++++++++++++++++++++++++++++++++++
+++++++++++++++++++++++++++++++++++ M \,`� \ \,\\ ,t�
+++++++++++++++++++++++++++++++++
r
r
\ i
`t
POND —
N
O _ D UP SLOPE w \`
e
\ e�
..,MAINTENANCE BENCH a \ t \ `
_�_ -- ---------�-- ---- ----- -- ;\
11-EUP_FIS 34-LOB_SIP 2-RHY_WHI
TYPICAL CYN-DAG \� \ \ / r
PLANTING PLAN \, \N\NN
TYPICAL PLANTING SCHEDULE PER 40' LF\
\ \ \\
\
~26 5 ,
FOR B I � \
g r
2
8
\ \ " 29 30 L up
SUBMERSIBLE CODE BOTANICAL NAME COMMON NAME SIZE HEIGHT SPACING QTY \� 75.00' 3 )
\ \ DRAINAGE EASEMENT
EUP FIS EUPATORIADELPHUS FISTULQSUS JOE PYE WEED 1 GAL. 18"-24" HT. 30" O.G. 11 \�
\ \\\ 3^ 26
\\ \ �\\ \ 3� MAINTENANCE -- T
ACCESS N, \\
+++++ \
+++++
+++++ LOB SIP LOBELIA SIPHILITICA GREAT LOBELIA 5" DEEP PLUG 12"-18" HT. 18" O.C. 38
+++++ \ \\\ eA
++++++++++
+++++
RHY WHI RHYNCHOSPORA COLORATA STARRUSH WHITETOP 4" POT 12"-18" HT. 36" O.C. 14
VN
GROUND COVERS CODE BOTANICAL NAME COMMON NAME SIZE SPACING QTY � N.
El
CYN DAC CYNODON DACTYLON BERMUDA GRASS SEED 3 LBS / 1000 SF SEE PLANlV \ 0 \ \
A y\ 1 \ \\ \ \\ \\
VEGETATIVE SHELF PLANTING
56.00 N' �� w,
DRAINAGE EASEMEW/
-�
1 \\ \\
(2) 48" RCP
OUTLET BARREL
6.0" PVC SCH. 40 PIPE WITH 45 DEG
BEND.
SIDE
3
—
VEGETATED SHELF
-I 6:1 SLOPE TYP.
- � I
0.5FT�
0.5 FT
11-- III— I ro
` 9 0
SEE PLAN FOR
LOCATION & INVERT
IL,
SEAL
SEAL
`````%„ (III
o
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025503
A.
3�
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rn
10 FT
�CP
MAINTENANCE
TEMPORARY POOL EL. 32.50'
10.0'
ERMANENT POOL EL. 31.00' . PERMANENT POOL EL. 31.00'
FOREBAY BERM EL = 30.5'
FOREBAY 1 AND 2 2-= h-- 2 MAIN BAY o
SEDIMENT STORAGE EL. I28.00 I SEDIMENT STORAGE EL. 27.00' r—
�- Z
K FOREBAY BOTTOM LL Z �{ I # f—I LL
EL. 27.00' POND BOTTOM EL. 26.00'
FOREBAY AND STORAGE POND SEC I-�9
i
TION
NOT TO SCALE
v
v & CREED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone], Fax: [phone]
License: F-1222
Vrww.mckimcreed.com
\\� \ MAIN BAY
\ \``•.
�— 3:1 SLOPE ABOVE VEGETATED SHELF \ \\ \
V. \ \ \\' NN,
2:1 SLOPE BELOW VEGETATED SHELF
\ \..-._ i 1ST >
�N
EMERGENCY SPILLWAY f 33
SEE DETAIL, THIS SHEET \
OUTLET STRUCTURE
SEE DETAIL, THIS SHEET
V
\ \'
�Q ACCESS I
32l� ' ,
33 \NN,
��\\\
33 iC�? �\\\\\\ \\\ \v
Opp — \ �\`\ \ \`\ �\\
00 \ \ \\\
01
..
` r - N 01AP \ \ \ \ v
cJG \ \
� M
'.a3i 3� \
TOP OF POND EL. 36.50'
OVERFLOW STRUCTURE
(SEE DETAIL)
i 275.0 LF OF (2) 48" RCP @ 0.50/,
(ASTM C76 CLASS III PIPE)
WITH "0" RING GASKET JOINTS (ASTM C361)
INV 28.25' 1 FT
3 FT--
CUTOFFTRENCH
WITH 1:1
SIDE SLOPES
3 FT 3 FT
1/3 LENGTH OF PIPE RUN 1.5' ALUMINUM ANTI -SEEP
COLLAR SPACED 5 FT BELOW
6 FT CUTOFF TRENCH (TYP.)
VEGETATED SHELF
6:1 SLOPE TYP.
NEW HANOVER COUNTY 0�'N} Y'tio�
FACILITIES MANAGEMENT
� Y
200 DIVISIO10,
N DRIVE
WILMINGTON, NC 28401
[phone]
\ l 00?
�✓
Of
\ \ \ \ A \1
r.,0 � \
C \
25.00' \ /
DRAINAGE EASEMENT QF'
-A' 0` 1;
P (
r f
/ \\ N\ \\\
I
33
o / / \\
\\``
/
WET DETENTION POND NOTES
1) TEMPORARY PUMP WILL BE PROVIDED BY OWNER TO DRAIN POND/FOREBAY FOR ROUTINE MAINTENANCE OR IN AN
EMERGENCY.
2) SOD SLOPES ABOVE THE PERMANENT POOL AROUND THE INSIDE OF THE FOREBAY, ABOVE THE VEGETATED SHELF
AROUND THE MAIN BAY AND SLOPES OUTSIDE OF THE POND.
3) CONTRACTOR SHALL EXCAVATE VEGETATED SHELF AS NECESSARY TO PROVIDE ADEQUATE CLEARANCE AROUND
32.85' RISER FOR PVC PIPE INVERT.
4) THE SEASONAL HIGH WATER TABLE WAS FOUND TO BE - EL. ??.?? IN THE VICINITY OF THE WET DETENTION POND
s P:�
' sg I P,
,
BLUE CLAY ROAD BUSINESS PARK
NEW HANOVER COUNTY, NORTH CAROLINA
SCM 3 DETAL
DATE:
�o
rn
10 FT
�CP
MAINTENANCE
TEMPORARY POOL EL. 32.50'
10.0'
ERMANENT POOL EL. 31.00' . PERMANENT POOL EL. 31.00'
FOREBAY BERM EL = 30.5'
FOREBAY 1 AND 2 2-= h-- 2 MAIN BAY o
SEDIMENT STORAGE EL. I28.00 I SEDIMENT STORAGE EL. 27.00' r—
�- Z
K FOREBAY BOTTOM LL Z �{ I # f—I LL
EL. 27.00' POND BOTTOM EL. 26.00'
FOREBAY AND STORAGE POND SEC I-�9
i
TION
NOT TO SCALE
v
v & CREED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone], Fax: [phone]
License: F-1222
Vrww.mckimcreed.com
\\� \ MAIN BAY
\ \``•.
�— 3:1 SLOPE ABOVE VEGETATED SHELF \ \\ \
V. \ \ \\' NN,
2:1 SLOPE BELOW VEGETATED SHELF
\ \..-._ i 1ST >
�N
EMERGENCY SPILLWAY f 33
SEE DETAIL, THIS SHEET \
OUTLET STRUCTURE
SEE DETAIL, THIS SHEET
V
\ \'
�Q ACCESS I
32l� ' ,
33 \NN,
��\\\
33 iC�? �\\\\\\ \\\ \v
Opp — \ �\`\ \ \`\ �\\
00 \ \ \\\
01
..
` r - N 01AP \ \ \ \ v
cJG \ \
� M
'.a3i 3� \
TOP OF POND EL. 36.50'
OVERFLOW STRUCTURE
(SEE DETAIL)
i 275.0 LF OF (2) 48" RCP @ 0.50/,
(ASTM C76 CLASS III PIPE)
WITH "0" RING GASKET JOINTS (ASTM C361)
INV 28.25' 1 FT
3 FT--
CUTOFFTRENCH
WITH 1:1
SIDE SLOPES
3 FT 3 FT
1/3 LENGTH OF PIPE RUN 1.5' ALUMINUM ANTI -SEEP
COLLAR SPACED 5 FT BELOW
6 FT CUTOFF TRENCH (TYP.)
VEGETATED SHELF
6:1 SLOPE TYP.
NEW HANOVER COUNTY 0�'N} Y'tio�
FACILITIES MANAGEMENT
� Y
200 DIVISIO10,
N DRIVE
WILMINGTON, NC 28401
[phone]
\ l 00?
�✓
Of
\ \ \ \ A \1
r.,0 � \
C \
25.00' \ /
DRAINAGE EASEMENT QF'
-A' 0` 1;
P (
r f
/ \\ N\ \\\
I
33
o / / \\
\\``
/
WET DETENTION POND NOTES
1) TEMPORARY PUMP WILL BE PROVIDED BY OWNER TO DRAIN POND/FOREBAY FOR ROUTINE MAINTENANCE OR IN AN
EMERGENCY.
2) SOD SLOPES ABOVE THE PERMANENT POOL AROUND THE INSIDE OF THE FOREBAY, ABOVE THE VEGETATED SHELF
AROUND THE MAIN BAY AND SLOPES OUTSIDE OF THE POND.
3) CONTRACTOR SHALL EXCAVATE VEGETATED SHELF AS NECESSARY TO PROVIDE ADEQUATE CLEARANCE AROUND
32.85' RISER FOR PVC PIPE INVERT.
4) THE SEASONAL HIGH WATER TABLE WAS FOUND TO BE - EL. ??.?? IN THE VICINITY OF THE WET DETENTION POND
s P:�
' sg I P,
,
BLUE CLAY ROAD BUSINESS PARK
NEW HANOVER COUNTY, NORTH CAROLINA
SCM 3 DETAL
DATE:
03/03/2022
MCE PROJ. #
00494-0039
DRAWN
BPD/HKA
DESIGNED
DPS/BPD
CHECKED
RAM/DPS/RAS
PROJ. MGR.
RAM
SCALE
M&C FILE NUMBER
CN503
HORIZONTAL'
DRAWING NUMBER
1"=40'
VERTICAL:
38
N/A
STATUS: FINAL DESIGN - REVISION
NOT RELEASED FOR CONSTRUCTION

40'-0"
12-RHY_WHI
*LOB SIP STORM WATER POND
I Ta==
NOTE: MINIMUM H=2/3 ` LAYER OF FILTER FABRIC
PIPE DIAMETER
SECTION B-B
RIP RAP APRON OUTLETS
NOT TO SCALE
RISER RIM EL.=29.00'
WEIR ELEVATION=28.75
2.5" ORIFICE INV 28.00'
PRECAST CONCRETE BOX
(2) 48" CONCRETE PIPE INV.=
27.00'
NOTES +++ +++
+ ++++++++++++++++++++
++++++ +++++++++++++++++++++++
++++++ +++++++++++++++++++++++
+++++ ++++++++++++++++++++++++
1. SEE OUTLET PROTECTION TABLE BELOW FOR RIP -RAP DIMENSIONS AND CLASSES. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
+++++++++++++++ o \ ✓ ' f
++++++ +++++++++++++++'+T+*++++ ~ f
2. RIP -RAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END OF THE PIPE OR CULVERT AT THE + +++++++++++++++++++++ + + +++++++++++++++++++++++++++++++++++++++++++++++++ ; \ 0� \'0\A�
DISCHARGE OUTLET AT A MAXIMUM SLOPE OF 2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ o \ f
++++++++++++++++++++++++++++++
OR CULVERT HEIGHT. +++++++++++++++++ ++++++++++++++++ Cl)
3. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE SURFACE OF THE RECEIVING CHANNEL. THE 0 `f -~-
AREA TO BE PAVED OR RIPRAPPED SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE w w z
..:,. ",�.•..... .:. �' POND UP SLOPE � LL.I <
SAME GRADE FLUSH WITH THE SURFACE OF THE RECEIVING CHANNEL. THE APRON SHALL HAVE A CUTOFF OR TOE :. ' .'.: :. :.. •.
WALL AT THE DOWNSTREAM END. MAINTENANCE BENCH >
e
11-EUP_FIS 34-LOB_SIP 2-RHY_WHI A,4?" ~ /
4. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM WIDTH OF THE RECEIVING CHANNEL. \ `` �� Ot = /
MAXIMUM TAPER TO RECEIVING CHANNEL 5:1 TYPICAL CYN-DAC ! /
PLANTING PLAN \ /
5. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
6. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL SHALL NOT BE ALLOWED. TYPICAL PLANTING SCHEDULE PER 40' LF
SUBMERSIBLE CODE BOTANICAL NAME COMMON NAME SIZE HEIGHT SPACING QTY \ '�
7. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE PERMITTED.
EUP FIS EUPATORIADELPHUS FISTULOSUS JOE PYE WEED 1 GAL. 18"-24" HT. 30" O.C. 11
+++++
Cutlet pipe diameter 24 ; Length = ++++++++++ LOB SIP LOBELIA SIPHILITICA GREAT LOBELIA 5" DEEP PLUG 12"-18" HT. 18" O.C. 38 ---
++++++++++
Cutlet flowrate 2.1 crS Width = ++++++++++ ✓'" /_
Outlet velocity 10.2 ft/sul Max Stone Dia =
Material= Class B Thickness = ® RHY WHI RHYNCHOSPORA COLORATA STARRUSH WHITETOP 4" POT 12"-18" HT. 36" O.C. 14
GROUND COVERS CODE BOTANICAL NAME COMMON NAME SIZE SPACING QTY
O
CYN DAC CYNODON DACTYLON BERMUDA GRASS SEED 3 LBS / 1000 SF SEE PLAN
TOP OF POND EL. 32.0'
mir-RHI- CIVICMUr_NI,T Jr'ILLVVMT
12" THICK LAYER NCDOT CLASS B RIP -RAP
(d50 = 8") W/ 4" THICK LAYER NCDOT NO.57
STONE BEDDING WRAPPED WITH NON -WOVEN
FILTER FABRIC (SI GEOTEX 801 OR APPROVED
SUBSTITUTE)
TOP
T WEIR WIDTH
I
I 24 24"
41.
6.0' ° b
FRONT
r%^KII'% A ^I /r11r1 ^IA/ n-rrn1 InTI IP9r
NOTE
SEE PLAN/PROFILE SHEETS FOR
STORM DRAINAGE INFORMATION.
20' 0 20' 40'
SCALE: 1 "=20'
WET POND
1.5" DEPTH = 28.13'
1-YEAR = 28.79'
10-YEAR = 29.47'
25-YEAR = 29.81'
50-YEAR = 30.15'
100-YEAR = 30.55'
TRASH RACK
#5 REBAR SPACED 4" O.C.
TRASH RACK -
#5 REBAR SPACED
4" O.C.
0.5 FT
RECTANGULAR WEIR —�
REV.NO DESCRIPTIONS DATE
REVISIONS
SIDE
2.5" PVC SCH. 40 PIPE
WITH 45 DEG BEND.
VEGETATIVE SHELF PLANTING /
/
f
/ N
• ,y0
47.00' 1 N
DRAINAGE EASEMENT � �'
s �
i � I
a `
(2) 24 BARREL �� _ ' DRAINAGE EASEMENT
RCP - _ , _ - _._ _ — r _ _ _
OUTLET \
—
— - RIP RAP OUTLET PROTEC
SEE DETAIL, THIS SHEET
POND 4 DETAIL' -
TOP OF POND EL. 32.00'
OVERFLOW STRUCTURE —� I /
SEE PLAN FOR
LOCATION & INVERT --I -
_
SEAL
eeee�Tl I111 ///,
.e A 04
'�.
o
- ° J q< 6 _
S AL =
025503
° °
NGIN
Rp A ee,.
FOREBAY AND STORAGE POND SECTION
NOT TO SCALE
v
ED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.com
NEW HANOVER COUNTY
FACILITIES MANAGEMENT
200 DIVISION DRIVE
WILMINGTON, NC 28401
[phone]
VEGETATED SHELF
6:1 SLOPE TYP,
n
r~
f
t /
IA/rT 11rTrA ITInA 1 Me%K Ir-% A IP�TI"'P'1
1) 1 LIVIPUKAKr PUMP WILL BE PROVIDED BY OWNER TO DRAIN POND/FOREBAY FOR ROUTINE MAINTENANCE OR IN AN
EMERGENCY.
2) CONTRACTOR SHALL INSTALL EQUAL NUMBERS OF THE LISTED SUITABLE SPECIES FOR THE VEGETATED SHELF.
GROUP SIMILAR SPECIES OF PLANTS TOGETHER, INSTALL PLANTS 24" O.C. IN A CHECKERBOARD PATTERN, AND NO
PLANTS SHALL BE PLANTED WITHIN 10 FT OF THE OUTLET STRUCTURE. LISTED SUITABLE SPECIES FOR VEGETATED
SHELF ARE: ARROW ARUM, BLUE FLAG IRIS, CANA LILY, AND PICKEREL WEED.
\—INV 32.85'
3) SOD SLOPES ABOVE THE PERMANENT POOLAROUND THE INSIDE OF THE FOREBAY, ABOVE THE VEGETATED SHELF
AROUND THE MAIN BAY AND SLOPES OUTSIDE OF THE POND.
4) CONTRACTOR SHALL EXCAVATE VEGETATED SHELF AS NECESSARY TO PROVIDE ADEQUATE CLEARANCE AROUND
RISER FOR PVC PIPE INVERT.
1.5' ALUMINUM ANTI -SEEP 5) THE SEASONAL HIGH WATER TABLE WAS FOUND TO BE - EL. ??.?? IN THE VICINITY OF THE WET DETENTION POND
COLLAR SPACED 5 FT BELOW
CUTOFF TRENCH (TYP.)
BLUE CLAY ROAD BUSINESS PARK
NEW HANOVER COUNTY, NORTH CAROLINA
SCM 4 DETAIL
DATE:
03/03/2022
MCE PROJ. #
00494-0039
DRAWN
BPD/HKA
DESIGNED
DPS/BPD
CHECKED
RAM/DPS/RAS
PROJ. MGR.
RAM
SCALE
M&C FILE NUMBER
CN504
HORIZONTAL'
DRAWING NUMBER
1"=20'
VERTICAL:
39
N/A
STATUS: FINAL DESIGN - REVISION
NOT RELEASED FOR CONSTRUCTION

1\
N/F
NEW HANOVER COUNTY
PIN: R01800-007-001-000
DB 459, PG 599
ZONED: 1-2
LAND USE:
GOVERNMENTAL
f,
,
P
S�
N/F
SAFRI T CHARLOTTE A ET AL ,
PIN: R01817-002-004-00017 %'
DB 6076, PG 98
ZONED: 1-1
LAND USE:
UNDEVELOPED
---------------
(D_
N/F
IPCO INC
317-002-003-000
390, PG 343
ZONED: 1-1
LAND USE:
UNDEVELOPED
N/F "C
WILHEIT
002-001- / \
PIN.' R01817-002-001-000
DB 2486, PG 948
ZONED: 1-2 ZONED: 1-1
LAND USE: LAND USE:
RETAIL UNDEVELOPED
N/FF
W3 CAPE FEAR LLC
/ PIN: R02500-002-028-000
DB 5780, PG 236 /
N/F
WILHEIT PHIL A
R01817-002-00 -000
'DB 2486, PG 950
ZONED: 1-1
LAND USE:
UNDEVELOPED
N/F \
PACIFIC CREST MANAGEMENT L L C
2 I OVERALL DRAINAGE AREA EXHIBIT
DB 5274 PG 257
N/F
BLUE CLAY WAREHOUSING I, LLC. I
PIN: R02600-002-012-000
DB 5937, PG 830
ZONED: 1-2
LAND USE:
UNDEVELOPED
SEAL
D �
D �
DESCRIPTIONS
- REVISIONS
SEAL
A 0
s S AL =
025503 _
WI
v N4
qKM&CREED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.com
NEW HANOVER COUNTY
FACILITIES MANAGEMENT
200 DIVISION DRIVE
WILMINGTON, NC 28401
[phone]
:1 Aj
LEGEND
s �
i
SCM 1 (WET POND)
SCM 2 (WET POND)
SCM 3 (WET POND)
SCM 4 (WET POND)
n'ECEIVE..rr
1 I LEGEND AND NOTES
BLUE CLAY ROAD BUSINESS PARK
NEW HANOVER COUNTY, NORTH CAROLINA
OVERALL DRAINAGE AREA EXHIBIT
DATE:
03/03/2022
MCE PROJ. #
00494-0039
DRAWN
BPD/HKA
DESIGNED
DPS/BPD
CHECKED
RAM/DPS/RAS
PROJ. MGR.
RAM
SCALE
HORIZONTAL
1"=150'
VERTICAL:
N/A
M&C FILE NUMBER
EXHIBIT
DRAWING
1
STATUS: FINAL DESIGN - REVISION
NOT RELEASED FOR CONSTRUCTION