NCC222198_Site Plan or Location Map_20220614

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REFERENCES
AND CONTACTS
REFERENCES
*BOUNDARY & TOPOGRAPHIC SURVEY:
BOHLER
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
DATED: 6/14/21
NCR211013 /NSR211013
ELEVATIONS:NAVD88
♦GEOTECHNICAL INVESTIGATION
REPORT:
WHITESTONE ASSOCIATES, INC.
35 TECHNOLOGY DRIVE
WARREN, NJ 07059
DATED: MM/DD/YY
♦OR(I IITG( TI IPAI PI ONI-
KRAMER & SEINFELD
1 PENN PLAZA
NEW YORK, NY 11111
DATED: MM/DD/YY
GOVERNING AGENCIES
*PLANNING, ZONING COMMITTEE
JEFF WALTON - ASSOCIATE PLANNER
305 CHESTNUT ST
WILMINGTON, NC 28401
[phone]
♦RI III nlNr nGPORTnnGNIT
NEW HANOVER COUNTY BUILDING DEPARTMENT
NICHOLAS GADZEKPO - BUILDING SAFETY
DIRECTOR
230 GOVERNMENT CENTER DR #110
WILMINGTON, NC 28403
PHONE: [phone]
*FIRE DEPARTMENT
CHRIS WALKER - FIRE BATTALION CHIEF
801 MARKET ST
A: WILMINGTON, NC 28401
B: [phone]
ROW JURISDICTION
*TRAFFIC, STORMWATER, WATER &
SEWER
DEPARTMENT OF TRANSPORTATION (NCDOT)
300 DIVISION DR
WILMINGTON, NC 28401
PHONE: [phone]
* THE ABOVE REFERENCED DOCUMENTS ARE
INCORPORATED BY REFERENCE AS PART OF THESE
PLANS, HOWEVER, BOHLER ENGINEERING DOES NOT
CERTIFY THE ACCURACY OF THE WORK REFERENCED
OR DERIVED FROM THESE DOCUMENTS, BY OTHERS.
REFERENCES
*BOUNDARY & TOPOGRAPHIC SURVEY:
BOHLER
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
DATED: 06/14/21
NCR211913 /NSR211013
ELEVATIONS:NAVD88
.r�nT�rNnIlrnl Inni�cTlrnTlnnl
REPORT:
WHITESTONE ASSOCIATES, INC.
35 TECHNOLOGY DRIVE
WARREN, NJ 07059
DATED: MM/DD/YY
* THE ABOVE REFERENCED DOCUMENTS ARE
INCORPORATED BY REFERENCE AS PART OF THESE
PLANS, HOWEVER, BOHLER ENGINEERING DOES NOT
CERTIFY THE ACCURACY OF THE WORK REFERENCED
OR DERIVED FROM THESE DOCUMENTS. BY OTHERS.
GENERAL NOTE:
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
WORK SCOPE PRIORTO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TC
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN
WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BYTHE CONTRACTORTO NOTIFYTHE PROJECT ENGINEER SHALL CONSTITUTE
ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BYTHE DRAWINGS AND IN
FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES.
� 2 �
SITE PLAN DOCUMENTS
FOR
LOCATION OF SITE
3915 OLEANDER DRIVE, WILMINGTON
NEW HANOVER COUNTY, NORTH CAROLINA
PARCEL ID: R05518-023-002-000
DEED BOOK: 6501 PAGE: 943
LAT: 34.213292, LONG: -77.898024
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L OCA TION MAP
SCALE: 1" = 500'
OWNER /DEVELOPER
ROC WASH HOLDINGS, LLC
1170 PITTSFORD -VICTOR ROAD
PITTSFORD, NY 14534
PAULSEVENE
919-819-1922
PREPARED BY
BOHLER.....
CONTACT:
CONTACT: WILL SWARINGEN, P.E.
PHONE: [phone]
EMAIL: [e-mail]
Sheet List Table
Sheet Number
Sheet Title
C-101
COVER SHEET
C -102
GENERAL NOTES
C-200
EXISTING CONDITIONS &
DEMOLITION PLAN
C-201
TREE REMOVAL PLAN
C-300
SITE PLAN
C-301
VEHICULAR MOVEMENT PLAN
C-302
SIGHT DISTANCE PLAN
C-400
GRADING PLAN
C-500
UTILITY PLAN
C-600
PHASE I EROSION & SEDIMENT
CONTROL PLAN
C-601
PHASE II EROSION &
SEDIMENT CONTROL PLAN
C-602
EROSION & SEDIMENT
CONTROL DETAILS
C-603
EROSION & SEDIMENT
CONTROL DETAILS
C-604
EROSION & SEDIMENT
CONTROL DETAILS
C-701
LANDSCAPE PLAN
C-702
LANDSCAPE NOTES & DETAILS
C-901
CONSTRUCTION DETAILS
C-902
CONSTRUCTION DETAILS
C-903
CONSTRUCTION DETAILS
C-904
CFPUA DETAILS
C-905
CFPUA DETAILS
TOMMYS CAR WASH OLEANDER
APPROVED 3/15/22
SWP 2022014
JW, RC, MB, BM, CW
APPROVED
By Jeff Walton at 12:25 pm, Mar 14, 2022
Digitally signed by Will Swaringen
DN- C=US,
E=[e-mail],
W• O=Bohler Engineering NC PLLC,
ill SwaringenCN=Will Swaringen
Reason- I am approving this
document
Date- 2022.03.13 22,59,27-04'00'
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REVISIONS
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REV DATE COMMENT DRAWN BY
CHECKED BY
1 211214 PER CITY COMMENTS TGH
WES
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
ISSUED FOR MUNICIPAL &
AGENCY REVIEW & APPROVAL
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION
DOCUMENT UNLESS INDICATED OTHERWISE.
PROJECT No.:
NCR211013
DRAWN BY:
RMG
CHECKED BY:
WES
DATE:
06/16/2021
CAD I.D.:
COVER - 0
PROJECT:
SITE PLAN
DOCUMENTS
FOR
TUMMY'S
EXPRESS
TOMMY'S CAR WASH
3915 OLEANDER DRIVE
WILMINGTON, NC 28403
NEW HANOVER COUNTY
BOHLERI
BOHLER ENGINEERING NC, PLLC
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
[e-mail]
SHEET TITLE:
COVER SHEET
SHEET NUMBER:
C-1 01
REVISION 1 - 211214

EROSION CONTROL LEGEND
SF SF SF SILT FENCE
TREE PROTECTION FENCE
LIMITS OF DISTURBANCE
PROP. CONST. ENTRANCE
INLET PROTECTION
® SILT FENCE OUTLET
PHASE I EROSION CONTROL
CONSTRUCTION SEQUENCE:
1. SUBMIT DOCUMENTATION REQUIRED UNDER THE SITE NPDES STORMWATER PERMIT FOR
CONSTRUCTION ACTIVITY (NCGO10000) TO STORMWATER INSPECTIONS THROUGHOUT
THE PROJECT.
2. SCHEDULE A PRECONSTRUCTION CONFERENCE WITH NEW HANOVER COUNTY
ENGINEERING.
3. CONTACT NEW HANOVER COUNTY ENGINEERING INSPECTOR TO SCHEDULE A
STORMWATER SITE INSPECTION.
4. POST REQUIRED DOCUMENTS NEAR THE PLANNED CONSTRUCTION EXIT, AND WITHIN
EASY ACCESS TO THE GENERAL PUBLIC WITHOUT ENTERING THE SITE.
5. PRIOR TO ANY CLEARING OR INSTALLATION OF EROSION CONTROL DEVICES,
CONTRACTOR SHALL STAKE/FLAG THE LOD (WHERE STAKING IS NOT
POSSIBLE/PRACTICAL, THE LOD MUST BE CONSPICUOUSLY AND PROMINENTLY MARKED
TO DENOTE THE BOUNDARY). LOD MUST REMAIN CONSPICUOUSLY MARKED THROUGHOUT
THE ENTIRE CONSTRUCTION PROJECT. NO DISTURBANCE IS TO TAKE PLACE BEYOND THE
LOD.
6. INSTALL GRAVEL CONSTRUCTION PAD AND CONCRETE WASHOUT AREA.
7. INSTALL SILT FENCE/FILTER SOCK AROUND THE SITE. CLEAR THE MINIMUM AMOUNT
NECESSARY TO INSTALL THE SILT FENCE.
8. INSTALL INLET PROTECTION ON EXISTING INLETS DENOTED ON THIS PLAN
9. PRIOR TO PROCEEDING WITH ANY OTHER EARTH DISTURBANCE OR GRADING, CONTACT
REGIONAL INSPECTION COORDINATOR UPON COMPLETION OF INSTALLATION OF
PERIMETER EROSION AND SEDIMENT CONTROLS.
10. UPON APPROVAL FROM THE SEDIMENT CONTROL INSPECTOR, BEGIN STRIPPING THE SITE
(COMPLETE CLEARING AND GRUBBING TO THE EXTENT PRACTICAL TO MINIMIZE THE
AMOUNT OF AREA DISTURBED AT ANY POINT IN TIME.
11. CONTACT NEW HANOVER COUNTY ENGINEERING INSPECTOR PRIOR TO MOVING ONTO
NEXT PHASE.
THE ESTIMATED DATES OF IMPLEMENTATION OF POLLUTION CONTROL MEASURES SHALL BE
DOCUMENTED BY THE CONTRACTOR.
EROSION CONTROL NOTES:
1. A LAND DISTURBANCE PRE -CONSTRUCTION MEETING IS REQUIRED PRIOR TO ANY
DISTURBANCE ON THE SITE.
2. ALL CONSTRUCTION SHALL COMPLY WITH NCDEQ AND LOCAL JURISDICTION'S
STANDARDS AND SPECIFICATIONS.
3. LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN FROM THE BEST
AVAILABLE RECORDS AND FROM A SURVEY OF ABOVE GROUND FEATURES. ALL EXISTING
UTILITY LOCATIONS MUST BE INDEPENDENTLY CONFIRMED BY THE CONTRACTOR PRIOR
TO THE COMMENCEMENT OF CONSTRUCTION.
4. SITE GRADING AND EXCAVATION MUST BE PERFORMED IN ACCORDANCE WITH THESE
PLANS, SPECIFICATIONS, AND RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL
REPORT REFERENCED IN THIS PLAN SET, EXCAVATION AND EARTH MOVING OPERATIONS
MUST BE PERFORMED UNDER THE SUPERVISION OF THE OWNER'S GEOTECHNICAL
ENGINEER.
5. FOOTING EXCAVATIONS SHALL BE CONTINUOUSLY DEWATERED DURING CONSTRUCTION
TO PREVENT SETTLEMENT AND SEDIMENT DEPOSIT.
6. ALL TEMPORARY DIVERSION MUST BE INSTALLED WITH POSITIVE DRAINAGE AND SHALL
OPPOSE EXISTING GRADE WHEN NECESSARY TO PROVIDE A MINIMUM OF 0.5%
LONGITUDINAL SLOPE.
7. ALL ADJACENT ROADWAYS TO THE SITE ARE TO BE SWEPT AND WASHED AT THE END OF
EACH WORK DAY TO REMOVE SEDIMENT FROM THE ROAD SURFACE.
8. ALL EROSION CONTROL MEASURES MUST BE INSPECTED AND PROPERLY MAINTAINED AT
THE END OF EACH WEEK AND AFTER EVERY RAINFALL EVENT. IF ANY FAILURES ARE
FOUND, THEY SHOULD BE REPAIRED AS SOON AS POSSIBLE.
9. INSTALL ADDITIONAL EROSION CONTROL MEASURES AS REQUIRED TO PREVENT
SEDIMENT FROM LEAVING THE SITE.
10. GROUND STABILIZATION MUST OCCUR WITHIN 7 DAYS ON PERIMETER AREAS AND SLOPES
GREATER THAN 3:1, AND GROUND STABILIZATION MUST OCCUR WITHIN 14 DAYS ON
OTHER AREAS.
11. BASIN OUTLET STRUCTURES WITH DRAINAGE AREAS EQUAL OR GREATER THAN ONE
ACRES MUST WITHDRAW WATER FROM THE SURFACE.
12. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY THE
LOCAL EROSION CONTROL INSPECTOR.
13. ALL ELEVATIONS ARE IN REFERENCE TO THE SURVEYORS BENCHMARK WHICH MUST BE
VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO GROUND BREAKING.
14. PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE FOUNDATION SHOULD BE
CONSTRUCTED AT 2:1 (HORIZONTAL TO VERTICAL) OR FLATTER. PERMANENT SLOPES OF
3:1 SHOULD BE CONSTRUCTED WHERE MOWING IS DESIRABLE AND AS INDICATED. IF FILL
MATERIAL IS BROUGHT ONTO THE PROPERTY OR IF WASTE MATERIAL IS HAULED FROM
THE PROPERTY THEN THE CONTRACTOR SHALL DISCLOSE THE LOCATION OF ANY ON -SITE
AND/OR OFF -SITE BARROW LOCATION AND/OR WASTE BURIAL LOCATION TO THE EROSION
CONTROL INSPECTOR.
15. LIMITS OF DISTURBANCE SHOWN ARE BASED ON CUT AND FILL SLOPES OR OTHER
GRADING REQUIREMENTS.
16. CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES AS INDICATED PRIOR TO
GRADING OPERATIONS. NO DEVICE MAY BE REMOVED WITHOUT APPROVAL FROM
EROSION CONTROL COORDINATOR.
17. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY WITH EXISTING CONTOURS.
18. ALL DISTANCES ARE HORIZONTAL GROUND.
19. ANCHOR SILT FENCE WITH COMPACTED BACKFILL ON TREE PROTECTION ZONES. DO NOT
BURY.
20. ANY ASSOCIATED DEMOLITION PERMITS AND METHODS OF DEMOLITION ARE TO BE
OBTAINED AND ARRANGED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
21. SEDIMENT TRAPS AND BASINS NEED TO BE STABILIZED IMMEDIATELY AFTER
INSTALLATION.
22. STONE OUTLETS SHOULD BE INSTALLED AT LOW POINTS OF THE SILT FENCING, BASED ON
FIELD CONDITIONS.
23. LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN FROM THE BEST
AVAILABLE RECORDS AND FROM A SURVEY OF ABOVE GROUND FEATURES. ALL EXISTING
UTILITY LOCATIONS MUST BE INDEPENDENTLY CONFIRMED BY THE CONTRACTOR PRIOR
TO THE COMMENCEMENT OF CONSTRUCTION.
24. CONTRACTOR SHALL PERFORM PRACTICES AND PROCEDURES WHICH MINIMIZE AND
PREVENT AIRBORNE DUST OR OTHER PARTICLES FROM OCCURRING. PARTICLES WHICH
CAN BE PICKED UP AND CARRIED BY WIND SHOULD BE PROTECTED WITH A TEMPORARY
COVER OR KEPT UNDER CONTROL WITH WATER TO PREVENT PARTICLES FROM
BECOMING AIRBORNE AND FROM EXISTING THE SITE PERIMETER. WATER TRUCKS OR
OTHER DUST CONTROL AGENTS SHALL BE USED AS NEEDED DURING CONSTRUCTION TO
MINIMIZE DUST GENERATE ON THE SITE. DUST CONTROL MUST BE PROVIDED BY THE
CONTRACTOR TO A DEGREE THAT IS IN COMPLIANCE WITH FEDERAL, LOCAL, AND STATE
DUST CONTROL REGULATIONS. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED
OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED.
25. REFER TO DETAIL SHEET FOR SEEDING SCHEDULE.
26. REFER TO NPDES REPORTING REQUIREMENTS.
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CURB=40.9
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INV OUT= ,33.6
INV IN= ,33.8
INV IN= RECESSED 10110
\ BOTTOM OF BOX= J77
OH POLE
PEETL/CHT \ \
DROP INLET (TBR)
R/M=39.17
36" CMP
INV OUT= 3,3.19'
INV IN= 3,3.23'
4" RCP
INV IN= 35.27'
EXISTING OH POLE
W/ MOUNTED STREETL/CHT
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TOMMYS CAR WASH OLEANDER
APPROVED 3/15/22
SWP 2022014
JW, RC, MB, BM, CW
APPROVED
By Jeff Walton at 12:25 pm, Mar 14, 2022
EXISTING 12 PVC SEWER A44/N
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REVISIONS
wo
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oo
REV DATE COMMENT DRAWN BY
CHECKED BY
1 211214 PER CITY COMMENTS TGH
WES
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
ISSUED FOR MUNICIPAL &
AGENCY REVIEW & APPROVAL
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION
DOCUMENT UNLESS INDICATED OTHERWISE.
PROJECT No.: NCR211013
DRAWN BY: RMG
CHECKED BY: WES
DATE: 06/16/2021
CAD I.D.:
SITE PLAN
DOCUMENTS
FOR
s
CAR WASH
TOMMY'S CAR WASH
3915 OLEANDER DRIVE
WILMINGTON, NC 28403
NEW HANOVER COUNTY
BOHLERI
BOHLER ENGINEERING NC, PLLC
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
NC@)30hierEng.com
SHEET TITLE:
PHASE I
EROSION &
SEDIMENT
CONTROL PLAN
SHEET NUMBER
C-600
REVISION 1 - 211214

EROSION CONTROL LEGEND
SF SF SF
SILT FENCE
TREE PROTECTION FENCE
LIMITS OF DISTURBANCE
PROP. CONST. ENTRANCE
0
INLET PROTECTION
®
SILT FENCE OUTLET
PHASE II EROSION CONTROL
CONSTRUCTION SEQUENCE:
1. BEGIN DEMOLITION AND GRADING ACTIVITY.
2. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED AND MAINTAINED, IF NEEDED,
AT LEAST ONCE PER WEEKAND AFTER EVERY RAINFALL EVENT.
3. STABILIZATION IS REQUIRED WITHIN 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE
OF GRADING OR INACTIVITY ON PROJECT SITE.
4. SITE STABILIZATION IS REQUIRED PRIOR TO FINAL APPROVAL OF GRADING PERMIT AND
ISSUANCE OF CERTIFICATE OF OCCUPANCY. GRASS UTILIZED AS PERMANENT GROUND
COVER MUST BE AT A MOWABLE HEIGHT THAT GENERALLY PROVIDES AT LEAST 80%
COVERAGE THROUGHOUT THE SITE, WITH NO LARGE BARE PATCHES OR EVIDENCE OF
EROSION.
5. CONTACT NEW HANOVER COUNTY ENGINEERING INSPECTOR TO SCHEDULE A
STORMWATER FINAL INSPECTION.
THE ESTIMATED DATES OF IMPLEMENTATION OF POLLUTION CONTROL MEASURES SHALL BE
DOCUMENTED BY THE CONTRACTOR.
EROSION CONTROL NOTES:
1. A LAND DISTURBANCE PRE -CONSTRUCTION MEETING IS REQUIRED PRIOR TO ANY
DISTURBANCE ON THE SITE.
2. ALL CONSTRUCTION SHALL COMPLY WITH NCDEQ AND LOCAL JURISDICTION'S
STANDARDS AND SPECIFICATIONS.
3. LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN FROM THE BEST
AVAILABLE RECORDS AND FROM A SURVEY OF ABOVE GROUND FEATURES. ALL EXISTING
UTILITY LOCATIONS MUST BE INDEPENDENTLY CONFIRMED BY THE CONTRACTOR PRIOR
TO THE COMMENCEMENT OF CONSTRUCTION.
4. SITE GRADING AND EXCAVATION MUST BE PERFORMED IN ACCORDANCE WITH THESE
PLANS, SPECIFICATIONS, AND RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL
REPORT REFERENCED IN THIS PLAN SET, EXCAVATION AND EARTH MOVING OPERATIONS
MUST BE PERFORMED UNDER THE SUPERVISION OF THE OWNER'S GEOTECHNICAL
ENGINEER.
5. FOOTING EXCAVATIONS SHALL BE CONTINUOUSLY DEWATERED DURING CONSTRUCTION
TO PREVENT SETTLEMENT AND SEDIMENT DEPOSIT.
6. ALL TEMPORARY DIVERSION MUST BE INSTALLED WITH POSITIVE DRAINAGE AND SHALL
OPPOSE EXISTING GRADE WHEN NECESSARY TO PROVIDE A MINIMUM OF 0.5%
LONGITUDINAL SLOPE.
7. ALL ADJACENT ROADWAYS TO THE SITE ARE TO BE SWEPT AND WASHED AT THE END OF
EACH WORK DAY TO REMOVE SEDIMENT FROM THE ROAD SURFACE.
8. ALL EROSION CONTROL MEASURES MUST BE INSPECTED AND PROPERLY MAINTAINED AT
THE END OF EACH WEEK AND AFTER EVERY RAINFALL EVENT. IF ANY FAILURES ARE
FOUND, THEY SHOULD BE REPAIRED AS SOON AS POSSIBLE.
9. INSTALL ADDITIONAL EROSION CONTROL MEASURES AS REQUIRED TO PREVENT
SEDIMENT FROM LEAVING THE SITE.
10. GROUND STABILIZATION MUST OCCUR WITHIN 7 DAYS ON PERIMETER AREAS AND SLOPES
GREATER THAN 3:1, AND GROUND STABILIZATION MUST OCCUR WITHIN 14 DAYS ON
OTHER AREAS.
11. BASIN OUTLET STRUCTURES WITH DRAINAGE AREAS EQUAL OR GREATER THAN ONE
ACRES MUST WITHDRAW WATER FROM THE SURFACE.
12. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY THE
LOCAL EROSION CONTROL INSPECTOR.
13. ALL ELEVATIONS ARE IN REFERENCE TO THE SURVEYORS BENCHMARK WHICH MUST BE
VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO GROUND BREAKING.
14. PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE FOUNDATION SHOULD BE
CONSTRUCTED AT 2:1 (HORIZONTAL TO VERTICAL) OR FLATTER. PERMANENT SLOPES OF
3:1 SHOULD BE CONSTRUCTED WHERE MOWING IS DESIRABLE AND AS INDICATED. IF FILL
MATERIAL IS BROUGHT ONTO THE PROPERTY OR IF WASTE MATERIAL IS HAULED FROM
THE PROPERTY THEN THE CONTRACTOR SHALL DISCLOSE THE LOCATION OF ANY ON -SITE
AND/OR OFF -SITE BARROW LOCATION AND/OR WASTE BURIAL LOCATION TO THE EROSION
CONTROL INSPECTOR.
15. LIMITS OF DISTURBANCE SHOWN ARE BASED ON CUT AND FILL SLOPES OR OTHER
GRADING REQUIREMENTS.
16. CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES AS INDICATED PRIOR TO
GRADING OPERATIONS. NO DEVICE MAYBE REMOVED WITHOUT APPROVAL FROM
EROSION CONTROL COORDINATOR.
17. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY WITH EXISTING CONTOURS.
18. ALL DISTANCES ARE HORIZONTAL GROUND.
19. ANCHOR SILT FENCE WITH COMPACTED BACKFILL ON TREE PROTECTION ZONES. DO NOT
BURY.
20. ANY ASSOCIATED DEMOLITION PERMITS AND METHODS OF DEMOLITION ARE TO BE
OBTAINED AND ARRANGED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
21. SEDIMENT TRAPS AND BASINS NEED TO BE STABILIZED IMMEDIATELY AFTER
INSTALLATION.
22. STONE OUTLETS SHOULD BE INSTALLED AT LOW POINTS OF THE SILT FENCING, BASED ON
FIELD CONDITIONS.
23. LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN FROM THE BEST
AVAILABLE RECORDS AND FROM A SURVEY OF ABOVE GROUND FEATURES. ALL EXISTING
UTILITY LOCATIONS MUST BE INDEPENDENTLY CONFIRMED BY THE CONTRACTOR PRIOR
TO THE COMMENCEMENT OF CONSTRUCTION.
24. CONTRACTOR SHALL PERFORM PRACTICES AND PROCEDURES WHICH MINIMIZE AND
PREVENT AIRBORNE DUST OR OTHER PARTICLES FROM OCCURRING. PARTICLES WHICH
CAN BE PICKED UP AND CARRIED BY WIND SHOULD BE PROTECTED WITH A TEMPORARY
COVER OR KEPT UNDER CONTROL WITH WATER TO PREVENT PARTICLES FROM
BECOMING AIRBORNE AND FROM EXISTING THE SITE PERIMETER. WATER TRUCKS OR
OTHER DUST CONTROL AGENTS SHALL BE USED AS NEEDED DURING CONSTRUCTION TO
MINIMIZE DUST GENERATE ON THE SITE. DUST CONTROL MUST BE PROVIDED BY THE
CONTRACTOR TO A DEGREE THAT IS IN COMPLIANCE WITH FEDERAL, LOCAL, AND STATE
DUST CONTROL REGULATIONS. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED
OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED.
25. REFER TO DETAIL SHEET FOR SEEDING SCHEDULE.
26. REFER TO NPDES REPORTING REQUIREMENTS.
DROP INLET
RIM= 38.11 '
36" CMP
INV OUT= 32.07'
INV IN= 32.14'
12" CPP
INV IN= 33.96'
/
WY MANHOLE �\
R/M= 39.41 I /RI
36" CMP
OUT= 32.07'
'V IN= 32. II ' 0�
15" CPP
lNV OUT= ,38.0'
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006 A0_1ACENT--__
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EXISTING OH POLE
W/ MOUNTED STREETL/CHT
SOB
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^ATCH B45
9P BACK 0
CURB=40.9
96' C
INV OUT= ,33.66
INV IN= ,33.8
INV IN= RECESSED PI
\ BOTTOM OF BOX= .33.7
OH POLE
PEETL/CHT \ \
r� \
/ 5 IP ,( /
EXIST/NC c HL
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TOMMYS CAR WASH OLEANDER
APPROVED 3/15/22
SWP 2022014
JW, RC, MB, BM, CW
\
APPROVED '
By Jeff Walton at 12:25 pm, Mar 14, 2022 0 `�
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INV OUT= 33.91 '
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8" CAL
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SHRUBS TO REMAIN
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EXISTING OVERHEAD
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/ / a
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WATER
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41
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REVISIONS
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o
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REV DATE COMMENT DRAWN BY
CHECKED BY
1 211214 PER CITY COMMENTS TGH
WES
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
ISSUED FOR MUNICIPAL &
AGENCY REVIEW & APPROVAL
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION
DOCUMENT UNLESS INDICATED OTHERWISE.
PROJECT No.: NCR211013
DRAWN BY: RMG
CHECKED BY: WES
DATE: 06/16/2021
CAD I.D.:
PROJECT:
SITE PLAN
DOCUMENTS
FOR
CAR WASH
TOMMY'S CAR WASH
3915 OLEANDER DRIVE
WILMINGTON, NC 28403
NEW HANOVER COUNTY
BOHLER1
BOHLER ENGINEERING NC, PLLC
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
NCna BohlerEnaxom
SHEET TITLE:
PHASE //
EROSION &
SEDIMENT
CONTROL PLAN
SHEET NUMBER:
C-601
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