SW8960918_Compliance Evaluation Inspection_20150410

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NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
April 10, 2015
Leo VanBuuren
McDonald's USA, LLC
4601 Six Forks Road, Suite 200
Raleigh, NC 27609
Subject: PROJECT NOT SUBJECT
McDonalds - 2541 Castle Hayne Road
New Hanover County
Dear Mr. VanBuuren:
Donald van der Vaart
Secretary
On December 2, 2014, the Division of Energy, Mineral and Land Resources received a copy of the
grading permit application from New Hanover County for the proposed project. In accordance with the
requirements of NCAC 2H.1000 (the stormwater rules), only those projects that are required to receive
either an Erosion and Sedimentation Control Plan approval. for the disturbance of greater than 1 acre,
or a CAMA Major Permit, or which add more than 10,000 square feet of new built -upon area, must
submit for and receive a Stormwater Management Permit prior to construction.
In this case, the plans stamped, signed and sealed on November 6, 2014, by your consultant, Stephen
J. Ballentine, P.E., indicates that the project has not triggered any of the submittal requirements. The
project does not currently hold a State Stormwater permit, it is not part of a common plan of
development, it does not need an Erosion and Sedimentation Control plan approval, it does not require
a CAMA Major Development Permit, and it is not proposing more than 10,000 square feet of new built -
upon area, therefore, the Division is providing confirmation that the project is not subject to the State
Stormwater requirements at this time.
The project is within the drainage area of a BMP previously approved under permit number SW8
960918, issued to Mr. Edwin Ennis on December 13, 2013. Under that permit, the amount of built -upon
area treated by the .pond from the redeveloped McDonald's site is limited to a maximum of 33,250
square feet. Based on the engineered plans, the proposed amount of built -upon area for this
McDonald's is 29,663 square feet.
Please keep in mind that this determination applies only to the current activity. If a CAMA Major Permit
is required in the future, or if future disturbance occurs such that an Erosion and Sedimentation Control
Plan is required, or if the construction of new impervious surfaces in excess of 10,000 square feet
occurs, the project will be deemed subject and must submit a Stormwater Management Permit
application prior to any construction.
If you have any questions, please do not hesitate to call Linda Lewis at [phone].
Sincerely,
Tracy Davis, P.E., Director
Division of Energy, Mineral and Land Resources
GDS1arl: 111Stormwater\Permits & Projects\Not Subject12015 04 McDonalds Castle Hayne Road
cc: Stephen Ballentine, P.E., Commercial Site Design
Edwin I. Ennis, 2545 Castle Hayne Road, Wilmington 28401
Wilmington Regional Office Stormwater File SW8 960918
Division of Energy, Mineral, and Land Resources
Land Quality Section - Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 - (910) 796-72151 Fax: [phone]

VICINITY MAP
2541 CASTLE HAYN E ROAD SHERIDaN DR
HORNE PL
o
WILMINGTON N.C.
PRI TE DRIVE AVE
V A SITE
STATE SITS CODE: 32=0468
r..Ri NUMBER: 195500588553
CSD PROJECT NUMBER: MCD-1218
VICINITY MAP
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SITE INFORMATION
SITEADDRESS.
2541 CASTLE HAYNE ROAD
OWNER I CLIENT
McDONALD`S USA, LLC
4601 SIX FORKS ROAD
SUITE 200
RALEIGH, N.C. 27609
TELEPHONE. [phone]
FAX.- [phone]
DESIGNER:
COMMERCIAL SITE DESIGN, PLLC
8312 CREEDMOOR ROAD
RALEIGH, NORTH CAROLINA 27613
TEL: [phone], FAX. [phone]
ZONING:
B-2 (HIGHWAY BUSINESS)
EXISTING USE.,
RESTAURANT WITH DRIVE-THRU
PROPOSED USE:
RESTAURANT WITH DRIVE-THRU
BUILDING SETBACKS:
FRONT (CASTLE HAYNE ROAD)
50 FEET
RIGHT (CASTLE HAYNE ROAD)
60.5 FEET
LEFT (CASTLE HAYNE ROAD)
30 FEET
REAR (CASTLE HAYNE ROAD)
35 FEET
LANDSCAPE SETBACKS:
FRONT
25 FEET AVG.
RIGHT
12.5 FEET
LEFT
0 FEET
REAR
0 FEET
PARKING REQUIREMENTS:
1 SPACE PER 3 SEATS AND 1 SPACE PER
2 EMPLOYEES
80 SEA TS / 3 = 27 SPACES
15 EMPLOYEES /2 = 8 SPACES
TOTAL REQUIRED = 35 SPACES
PARKING PROVIDED:
39 REGULAR SPACES
2 HANDICAP SPACES
41 TOTAL SPACES
SITE AREA:
40,703 SF OR 0.93 ACRES
DISTURBED AREA:
40,418 SF OR 0.93 ACRES
EXISTING IMPERVIOUS AREA:
26,814 SF OR 0.62 ACRES
PROPOSED PERVIOUS
2, 344 SF OR 0.05 ACRES
PAVEMENT AREA:
PROPOSED IMPERVIOUS AREA:
29,663 SF OR 0.68 ACRES
DIFFERENCE.
+ Z849 SF
$UIL-DIN AREA:.
4,500 SF
CONTACTS:
ZONING
NEW HANOVER COUNTY ZONING DEPT.
230 GOVERNMENT CENTER DRIVE
WILMINGTON, NORTH CAROLINA 28403
CONTACT LINDA PAINTER
PHONE: [phone]
SIGNA GE
NEW HANOVER COUNTY ZONING DEPT.
230 GOVERNMENT CENTER DRIVE
WILMINGTON, NORTH CAROLINA 28403
CONTACT.- LINDA PAINTER
PHONE. [phone]
BUILDING AND INSPECTIONS
NEW HANOVER COUNTY INSPECTIONS
230 GOVERNMENT CENTER DRIVE
WILMINGTON, NORTH CAROLINA 28403
CONTACT REGGIE HUCKS
PHONE. [phone]
STREET AND HIGHWAY DATA
NCDOT, DIVISION 3, DISTRICT 3
310 DISTRIC DRIVE
WILMINGTON, NORTH CAROLINA 28401
CONTACT. ALAN HANCOCK
PHONE. [phone]
WATER
CAPE FEAR PUBLIC UTILITIES
235 GOVERNMENT CENTER DRIVE
WILMINGTON, NORTH CAROLINA 28403
CONTACT: BERNI CE JOHNSON
PHONE: [phone]
STORM SEWER
NEW HANOVER COUNTY
230 GOVERNMENT CENTER DRIVE
SUITE 160
WILMINGTON, NORTH CAROLINA 28403
CONTACT.- JASON CLARK
PHONE: [phone]
SANITARY SEWER
CAPE FEAR PUBLIC UTILITIES
235 GOVERNMENT CENTER DRIVE
WILMINGTON, NORTH CAROLINA 28403
CONTACT. BERNICE JOHNSON
PHONE. [phone]
NEW HANOVER COUNTY FIRE SERVICES
CONTACT- RAY GRISWOLD
PHONE: [phone]
HVAC
NEW HANOVER COUNTY INSPECTIONS
230 GOVERNMENT CENTER DRIVE
WILMINGTON, NORTH CAROLINA 28403
CONTACT: REGGIE HUCKS
PHONE. [phone]
GAS
PIEDMONT NATURAL GAS
1321 S. 10th STREET
WILMINGTON, NORTH CAROLINA 28401
CONTACT: CARL PAQUET
PHONE. [phone]
ELECTRIC
DUKE ENERGY
404 RALEIGH STREET
WILMINGTON,' NORTH CAROLINA 28412
CONTACT.- MARK HATFIELD
PHONE. [phone]
TELEPHONE
CENTURY LINK
CUSTOMER SUPPORT
PHONE. [phone]
HEALTH
NEW HANOVER COUNTY
ENVIRONMENTAL HEALTH
230 GOVERNMENT CENTER DRIVE
SUITE 140
WILMINGTON, NORTH CAROLINA 28403
CONTACT SUSAN WRIGHT
PHONE: [phone]
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C-2
TOPOGRAPHIC SURVEY
C-2a
DEMOLITION PLAN
C-3
SITE PLAN
C-4
ADA ACCESSIBILITY PLAN AND DETAILS
C-5
GRADING/EROSION CONTROL PLAN
C-5a
NPDES STABILIZATION PLAN
C-6
UTILITY PLAN
C-7
DETAILS
C-8
DETAILS
C-9
DETAILS
C-9u
DETAILS
C-9b
DETAILS
C-10
MENU BOARD DETAILS
C-11
SD DETAILS
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LANDSCAPE PLAN
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TRASH DUMPSTER ENCLOSURE/STORAGE BUILDING
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C. I
COVER SHEET

------------
SITE KEY NOTES:
(D
CONSTRUCT 2'SPILLfIVG CURB AND GUTTER PER DETAIL SHEET
(D
CONSTRUCT 2' CA TCHING CURB AND GUTTER PER DETAIL SHEET
Q
ASPHALT PAVEMENT PER SOILS REPORT SPECIFICATIONS
TRANSITION FROM ASPHALT TO CONCRETE PAVEMENT PER DETAIL SHEET
MATCH EXISTING ASPHALT
CONSTRUCT STANDARD CONCRETE H. C. RAMP PER DETAIL SHEET
CONSTRUC TFLUSH CONCRETE H. C. RAMP PER DL-7WL SHEET
DELIVERYRAMP
(D
INSTALL HANDICAP SIGNAGE IN STEEL PIPE BOLLARD WITH IDEAL SHIELD COVER PER
ADA ACCESSIBILITY PLAN AND DETAIL SHEET
INSTALL VAN A CCES'SABLE HANDICAP SIGNAGE IN STEEL PIPE BOLLARD MTH IDEAL
SHIELD COVER PER ADA ACCESSIBILITY PLAN AND DETAIL SHEET
PAINT HANDICAP SYMBOL
PAINT TRAFFIC ARROWS PER DETAIL SHEET
PAINT 4 " WIDE STRIPE, WHITE
PAINT 4" WIDE STRIPES, VWITE @ 45- 2'.O- O.C.
G
GRILL STALL / PICKUP AREA, PAINT SINGLE 6- WIDE STRIPE, YELLOW
PAINTED "DRIVE-THRU" DIRECTIONAL ARROW YELLOW COORDINATE WITH MCDONALDS
CONSTRUCTION A"NAGER
PAINTED DIRECTIONAL ARROW AT DRIVE THRU LANE AND MERGE POINT, YELLOW
NN_
THERMOPLASTIC, COORDINATE WITH MCDONALDS CONSTRUCTION MANAGER
M-0 W-11M.
PAINT 6" WIDE YELLOW STRIPE ON ASPHAL T FROM EDGE OF CONCRETE DRIVE-THRU
110
LAME"w
I
PAINT "THAW YOU" PER DETAIL SHEET
f
T
78
CONSTRUCT TILE CONCRETE WALK MT N TILE SURFACE PER McDONALDS SPECIFICATIONS
CONSTRUCT BROOM FINISH ACCESS CONCRETE SIDEWALK PER DETAIL SHEET
-`V, -;;R
CONCRETE PAD @ DRIVE THRU AND HANDICAP SPACES PER MCDONALDS STANDARDS
AND SPECIFICATIONS, I O'CONTROL JOINTS, 20' EXPANSION JOINTS OR PER SOILS
E111
REPORT SPECIFICATIONS. GENERAL CONTRACTOR TO VERIFY WITH MCDONALD'S AREA
x
CONSTRUCTION MANAGER PRIOR TO APPL YfNG BLACK COLORING (OPTIONAL).
CONCRETE PAL) FOR GREASE TRAP SEE PLUMBING PLANS AND McDONALDS
I
STANDARDS AND SPECIFICATIONS. GENERAL CONTRACTOR TO VERIFY WITH
MCDONALD'S AREA CONSTRUCTION MANAGER PRIOR TO APPLYING BLACK COLORING
(OPTIONAL).
CONSTRUCT CONCRETE DUMPSTER PAD PER SOILS REPORT AND McDONALDS
STANDARDS AND SPECIFICATIONS. GENERAL CONTRACTOR TO VERIFY WITH
AtDONALD'S AREA CONSTRUCTION MANAGER PRIOR TO APPLYING BLACK COLORING
o"'/ f?
(OPTIONAL).
0
'CONTRACTOR TO INSTALL 'PULL FORWARD SIGNAGE, PER MCDONALDS SPECIFICATIONS
­471
RE -USE EXISTING TRANSFORMER SERVING EXIS77NG CENTER AND PROPOSED
'Ink
MCDONALD'S (COORDINATE SIZE AND LOCATION WITH POWER COMPAN)q
r1DjEW4 TER POWER CO.
08 589, PG TIE
CONSTRUCT DUMPSTER ENCLOSURE (TO MATCH BUILDING) PER DETAIL SHEET
v
CP&L EASEMENT I/
I
44
STORAGE SHED (PER DETAIL SHEET), EXTERIOR FINISH TO MATCH DUMPSTER
DB 589, PG TIE
.
ENCLOSURE
EXISTING SITE omnmcA TIoN SIGN TO REMAIN
"PLEASE HAVE MONEY..."SIGN SUPPLIED BYAND INSTALLED BYSIGN CONTRACTOR
DIRECTIONAL SIGNAGE (PER' DETAIL SHEET): GALVANIZED ANCHOR BOLTS, (6'ABOVE
GRAVE), FOOTINGS AND ELECTRICITY BY GENERAL CONTRACTOR, SIGN INSTALLED BY
MATCH-1
SIGN CONTRACTOR. CONTRACTOR TO COORDINATE WITH MCDONALDS CONSTRUCTION
EXISTING
MANAGER
ASPHALTtiter
PROPOSED FLUME PER DETAIL SHEET
POLE MOUNTED AREA LIGHT(S) SEE LIGHTING PLAN. GALVANIZED ANCHOR BOLTS, (8n
5.
ABOVE GRADE), FOOTINGS BY GENERAL CONTRACTOR, POLE INSTALLED BY SIGN
CONTRACTOR CONTRACTOR TO COORDINATE WITH MCDONALD'S CONSTRUCTION
MANAGER
MENU BOARD (PER DETAIL SHEET): GALVANIZED ANCHOR BOLTS, (6- ABOVE GRADE),.
Nil
FOOTINGS AND ELECTRICITYBY GENERAL CONTRACTOR, SIGN INSTALLED BY SIGN
nt
CONTRACTOR. CONTRACTOR TO COORDINATE WITH MCDONALD'S CONSTRUCTION
MANAGER'
VERTICAL PREVIEW "PRE -SELL' BOARD (PER DETAIL SHEET): GALVANIZED'ANCHOR
uZt
BOLTS, (6- ABOVE GRADE), FOOTINGS AND ELECTRICITY BY GENERAL CONTRACTOR,
0,
sloiz EID31,PVt
SIGN INSTALLED BY SIGN CONTRACTOR. CONTRACTOR TO COORDINATE WITH
MCDONALD'S CONSTRUCTION MANAGER
CUSTOMER ORDER DISPLAY WITH DETECTOR LOOP (PER DETAIL SHEET): GALVANIZED
ANCHOR BOLTS. (6" ABOVE GRADE), FOOTINGS AND ELECTRICITY BY GENERAL
CONTRACTOR, SIGN INSTALLED BY SIGN CONTRACTOR. CONTRACTOR TO COORDINATE
WITH MCDONALDS CONSTRUCTION MANAGER
DRIVE-T'HRU CANOPY(PER DETAIL SHEET): GALVANRED ANCHOR BOLTS, (6"ABOVE
GRADE), FOOTINGS AND ELECTRICITY BY GENERAL CONTRACTOR, SIGN INSTALLED BY
SIGN CONTRACTOR. CONTRACTOR TO COORDINATE WITH MCDONALD'S CONSTRUCTION
C
MANAGER
38
3001 FLAG POLE, ALUMINUM FINISH POLE AND FLAG (PER DETAIL SHEET), GALVANIZED
ANCHOR BOLTS, (6-ABOVEGRADE), FOOTINGS BY GENERAL CONTRACTOR, POLE
INSTALLED BY SIGN CONTRACTOR CONTRACTOR TO COORDINATE WITH MCDONALD'S
CONSTRUCTION MANAGER
STEEL PIPE BOLLARD PER DETAIL SHEET
f
HANDRAIL, SEE ARCHITECTURAL PLANS
8" VERTICAL HEADER CURB PER DETAIL SHEET
GATEWAY SIGN (PER DETAIL SHEET): GALVANIZED ANCHOR BOLTS, (6"ABOVEGRADQ,
FOOTINGS AND ELECTRICITY BY GENERAL CONTRACTOR TO COORDINATE WITH
0.01 UTILITY
EASEMENT
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HANDICAP RAMP
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HANDICAP STALL
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'PAVING SPECIFICATIONS
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CONTRACTOR TO REFER To SOILS REPORT BY ECS,'PROJECT NO, 22-18274-8
DATED NOVEMBER 27, 2012 FOR SITE SPECIFIC PA VEMENT SPECIFICA TIONS
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MCDONALDS ENGINEER RESERVES THE RIGHT TO REQUEST A compAcrtav 0�
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pLE IF TESTS PROVE CORRECT, PER ABOVE
TEST ANDIOR A CORE sAM
101 1, SPECIFICATION, TESTS WILL BEAT THE EXPENSE OF AWOMLD'S, OTHERWISE ill
,
510, 0iz
PENERAL CONTRACTOR WILL BE CHARGED.
PARKING" INFORMATION
fit
2 HO SPACES ao. x 19.0f
TOUL
SPACES
cn, 2 SPACES ow x 19.0 or d! Lu Lu
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;p't 37 SPA WS 1910, x 19.01
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10.1. T SE'r SCRI:�_W UTILITY INFORMATION'
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MODONALDS CONSTRUCTION MANAGER
co!
C) SANffARY SEWER 10"PVC PLAXIC, ALONG ACCESS ROAD
T
41 MATCH EVSTfNG CURB ;40� A-51
Puam ALONG CASTLE HAYNE ROAD
RE-USEEXISTING WELL ASSOCIATED FIXTURES FOR IRRIGATION V14 WATER co
4_1
­­7 _77/ (OPPOSRE SIDE)
@ 7`
m- --------------
6-DEADER CURS WITH TOP OF CURB TO BE FLUSH WITH ASPHALT suRr-AcE TO PRoviDE 11L STORM SEMAER
A I
RrAp PJWAND SWALE AT REAR
CLEAN EDGE WITH PERVIOUS PAVEMENT, SEE DETAILS SHEET
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-CONSTRUCT PERVIOUS PAVEMENT PER GEOTECHNICAL REPORT RECOMMENDATIONS ALONG CASTLE HA C14
I" OVERHEAD YNEROAD
6, 0�
V
(OPPOSf TE SfDQ AND SPECIFICATIONS. SEE DETAIL SHEET FOR MINIMUM PA VEMENT SECTION. "'a 1�: 113
CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL ENGINEER PRIOR TO ANY Xle
Z
CONSTRUCTION AND ADJUST PAVEMENT SECTION ACCORDINGLY ALCWG CASTLE MAYNE ROAD
NCGS MONUMENTI GAS VMAIN :jz)
"ERIC (OPPOWTE SIDE)
Q.-
N 197,146.56 CL 0
------------
I", t o", -------------
----------------------- E 2,325,975,24
----------------- SURVEY INFORMATION Z5
------------------- (NAIL 83) Z
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-------- ---------------- PREPAJWD BY,- COA04ERCIAL SrfE DESIGN, PLLC
ZOIV/tVG INFORMATION.
ZONING
8-2 (HiGHWAY BUSINESS)
BUILDING SETBACKS
FRONT (CASTLE HAYNE ROAD):
50FEET
RIGHT SIDE.
60.5 FEET
LEFT SIDE,
30FEE7
REAR.
35FEET
LANDSCAPE SETBACKS
FRONT- -
25 FEET A VG.
RIGHT SIDE.•
12.5 FEET
LEFT SIDE:
0 FEET
REAR:
0 FEET
PARKING REQUIREMENTS-
I SPACE PER 3 SEATS AND ?SPACE PER
2 EMPLOYEES
90 SEATS/ 3 = 30 SPACES
15 EMPLOYEES/2 = 8 SPACES
TOTAL REQUIRED = 38 SPACES
8312 CREEMOOR ROAD
0 D 1`331 RALEIGH, AORTH CARC4" 27613
PHONE. 919) 848-ff2f
DATE OF ORIGWAL FIELD SURVEY: NOVEWBER 20,2012
RR
phr�ffil 3 129, cl 77-ts
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PLAN SCALE: 1 20'
GRAPHIC SCALE
20 0 10 .20 4.0
I inch 20 ft.
Z!
STREETADDRESS
254I.CAS7LE NAME ROAD
----------
CITY STATE STATUS DATE BY
WILMINGTON NORTH CAROLINA FINAL
,K'Ark, CA Row, %r
COUNTY PLAN CHECKED
NEWHANOVER
A-S-BUILT
L
4649�-
ell
TAX PARCEL NUMBER LOCA77CW CODE NUMBER
R03300-001-04"00 C-3
CSD FILENAME., .32-04 68
SITE PLAN
MCD1218-SP

TEMPORARY SEEDING IN NORTH CAROL/NA
SEEDING MIXTURE
SPECIES RATE ala pre)
RYE (GRAIN) 120
ANNUAL LESPEDEZ4 (KOBE
LATE WINTER & IN PIEDMONT AND COSTAL PLAIN,
EARLY SPRING KOREAN IN MOUNTAINS 50
OMIT ANNUAL LESPEDEZA WHEN DURATION
OF TEMPORARY COVER IS NOT TO EXTEND
BEYOND JUNE.
GERMAN MILLET 40
SUMMER IN THE PIEDMONT AND MOUNTAINS, A
SMALL -STEMMED SUNDAGRASS MAYBE
SUBSTITUTED AT A RATE OF 50 LB/ACRE.
FALL
RYE (GRAIN) 120
SEEDING DATES:
MOUNTAINS - ABOVE 2500 f . FEB. 15 - MAY 15
LATE WINTER & BELOW 2500 ft. • FEB. 1- MAY 1
EARLY SPRING PIEDMONT - JAN. 1- MAY 1
COASTAL PLAIN - DEC. 1- APR 15
MOUNTAINS - MAY 15 - AUG. 15
SUMMER PIEDMONT - MAY I - AUG. 15
COASTAL PLAIN - APR 15 - AUG. 15
FALL MOUNTAINS -AUG. 15 -DEC. 15
COASTAL PLAIN AND PIEDMONT- AUG. 15 - DEC.30
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2, 000 LBSIACRE GROUND
AGRICULTURAL LIMESTONE AND 750 LBSIACRE 10-10-10 FERTILIZER
MU
APPLY 4,D00 LBSIACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLYADEQUATE. RESEED, REFER77LIZEMD MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
MONITORING
WELL ._-.
ASPHALT
SMH
RIM=30.18
INV:IN=25.78
INV.IN=17 43 SW
INV IN 17.38 SW
INV OUT 17.28 N
MATCH 30.5#
�E,XIST.
L`iURB 30.0#
MAINTENANCE
NOTES:
IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED AND
MAINTAINED DAILYAND AFTER EACH RAINFALL GREATER THAN 0.5 INCHES. ANY SEDIMENT ASPHALT-)
SHALT
THAT HAS BEEN TRANSPORTED BEYOND THE PROJECT LIMITS SHALL BE REMOVED. THE
FOLLOWING ITEMS WILL BE CHECKED IN PARTICULAR:
TIkEWATERPOWER CO.
CONSTRUCTION ENTRANCE• D89, PG TIE
INSPECT CONSTRUCTION ROADS AND PARKING AREAS PERIODICALLYFOR CONDITION OF C &L EASEMENT
SURFACE. TOP DRESS WITH NEW GRAVEL AS NEEDED. CHECK ROAD DITCHES AND OTHER DB 89, PG TIE
SEEDED AREAS FOR EROSION AND SEDIMENTATION AFTER RUNOFF -PRODUCING RAINS.
MAINTAIN ALL VEGETATION IN A HEALTHY, VIGOROUS CONDITION. SEDIMENT PRODUCING
AREAS SHOULD BE TREATED IMMEDIATELY.
SILT FENCE.•
INSPECT SEDIMENT FENCES AT LEAST 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. REMOVE SEDIMENT
WHEN HALF FULL OF SEDIMENT. BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE
CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. 30.0#
29.5# .�
SILT FENCE GRAVEL OUTLET- � MATCH
EXISTING
INSPECT SEDIMENT FENCE GRAVEL OUTLETS AT LEAST ONCE WEEK AND AFTER EACH
ASPHALT
RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. REMOVE SEDIMENT DEPOSITS WHEN
HALF FULL. ANY ROCK DISPLACED MUST BE REPLACED IMMEDIATELY. PERFORM MAINTENANCE $0.E
TO OUTLET AS NEEDED SO THAT IT PERFORMS AS DESIGNED. .
BLOCK AND GRAVEL INLET PROTECTION AND SILT SACK INLET PROTECTION.•
INSPECT ONCE PER WEEK ANDAFTER EACH RAIN EVENT. MAKE REPAIRS AS NEEDED. REMOVE Lu
SEDIMENT WHEN HALF FULL OF SEDIMENT WHEN THE CONTRIBUTING DRAINAGE AREA HAS v
BEEN ADEQUATELY STABILIZED, REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL, AND
EITHER SALVAGE OR DISPOSE OF IT PROPERLY. BRING THE DISTURBED AREA TO PROPER
GRADE, THEN SMOOTH AND COMPACT IT. APPROPRIATELY STABILIZE ALL BARE AREAS AROUND CB 3
THE INLET. ~' •,,, TIC= 30.50
"INV = 26.94
CONSTRUCTION SEQUENCE:
THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT EROSION IS MINIMIZED AND THAT
COMPLIANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, REGULATIONS, AND
ORDINANCES IS MAINTAINED THROUGHOUT EXECUTION OF THIS PROJECT.
1.) OBTAIN A LAND DISTURBING PERMIT. SCHEDULE A PRE -CONSTRUCTION MEETING.
2.) INSTALL GRAVEL CONSTRUCTION PAD, SILT FENCE OR OTHER MEASURES AS SHOWN ON
THE APPROVED PLAN CLEAR ONLYAS NECESSARY TO INSTALL THESE DEVICES. SEE
DETAIL ON SEEDING SCHEDULE. CONTRACTOR SHALL BEGIN WITH SEDIMENT FENCING.
3.) BEGIN CLEARINGIGRUBBING AND GENERAL EXCAVATION ON SITE. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO PHASEISTAGE EROSION CONTROL TO ALLOW
FOR CONSTRUCTION.
NOTE: CONTRACTOR SHALL INSPECT AND REPAIR ALL EROSION DEVICES AT LEAST ONCE
A WEEK AND AFTER EVERY RAINFALL. GRADING ACTIVITY SHALL BE PROHIBITED IN THE
AREAS OF THE SEDIMENT CONTROL DEVICESISEDIMENT TRAPS UNTIL THE AREAS
UPSTREAM OF THESE DEVICES HAVE BEEN STABILIZED AND APPROVED.
4.) BEGIN INSTALLING UPSTREAM STORM DRAINAGE SYSTEM. INSTALL APPROVED INLET
PROTECTION. ADDITIONAL MEASURES MAY BE REQUIRED BY THE INSPECTOR DUE TO THE
ROUTING OF THE STORM DRAINAGE SYSTEM AND ACTUAL FIELD CONDITIONS;
NOTE. • SEDIMENT BASINS SHALL BE FUNCTIONAL THROUGHOUT GRADING AND
EXCAVATING.
5.) STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION,
PAVING, DITCH LININGS, ETC., SEED AND MULCH DENUDED AREAS WITHIN FIFTEEN (15)
WORKING DAYS OF COMPLETION OF ANY PHASE OF CONSTRUCTION ALL DISTURBED
SLOPES SHALL BE STABILIZED WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF
ANY PHASE OF GRADING WITH SEED AND MULCH.
NOTE. • THE CONTRACTOR SHALL ENSURE THAT THE EROSION CONTROL DEVICES REMAIN
UNDISTURBED DURING CONSTRUCTION OF THE BUILDING PADS AND ASSOCIATED
PARKINGIDRIVE AREAS ADJACENT TO THESE DEVICES UNTIL THE CONTRIBUTING
UPSTREAM AREAS HAVE BEEN STABILIZED AND APPROVED.
6.) NOTIFY NEW HANO VER COUNTY ENGINEERING DEPARTMENT AT [phone] BEFORE
REMOVAL OF ANY EROSION CONTROL MEASURES. WHEN SITE IS APPROVED, REMOVE
SILT FENCING, ETC.., AND SEED OUT OR PAVE ANY RESULTING BARE AREAS.
7.) PRIOR TO PROJECT CLOSE-OUT, CONTRACTOR TO INSPECT EXISTING POND AND
EXISTING OUTLET STRUCTURE AND CLEAN IT OF ANY DEBRIS AND SEDIMENT.
COORDINATE WITH ENNIS RETAIL CENTER MANAGEMENT.
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INV IN=18.71 N
INV. OUT =18.16 S
EXISTING UNDERGROUND
ELECTRIC LOCATION
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will bo pm*mad iu accordance with tbk pl4m ud that lhe 4ppjigsbj,6 ordinamm wd rgkw a
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10.0` UTILITY
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S BOLT UNDER SETSCREW
ELEV. = 32, 97'
(NA VI 68)
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GRAPHIC SCALE
20 0 10 20 40
Iinch =20ft.
ENVIRONMENTAL NOTE:
EXISTING ENVIRONMENTAL REMEDIATION SYSTEM OF MONITORING WELLS, PIPES,
AND OTHER APPE'RTENANCES ARE TO REMAIN. CONTRACTOR TO USE CAUTION
WHEN PERFORMING ANY CONSTRUCTION OR DEMOLITION ACTIVITIES IN THE
VICINITY OF THESE FEATURES. CONTRACTOR SHALL BE RESPONSIBLE FOR THE
REPAIR OF ANY DAMAGE TO SYSTEM RESULTING FROM SITE CONSTRUCTION.
ADJUST MONITORING WELL RIM ELEVATIONS TO PROPOSED FINAL GRADE.
GRADING/EROSION CONTROL NOTES: W
I. THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE LOCATION OF ALL EXISTING y
UTILITIES ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLYAPPROXIMATE. THE CONTRACTOR
SHALL ON HIS INITIATIVE AND AT NO EXTRA COSTS HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR FROM THE PRESENCE OF SUCH PIPE, Z X Z
OTHER OBSTRUCTIONS OR FROM ANY DELAY DUE TO REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL oCt
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BE RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL co
NON -SUBSCRIBING UTILITIES. THE CONTRACTOR(S) SHALL CONTACT NORTH CAROLINA "ONE-CALL"AT 800-632-4949 FOR
ASSISTANCE IN LOCATING EXISTING UTILITIES. CALL AT LEAST 48 HOURS PRIOR TO ANY DIGGING. y
SILT FENCE CAL CULA TI ONS
2. SUBJECT PROPERTY IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD ZONE. IT IS LOCATED IN ZONE'7C"''AS DEFINED BYHUD
F.I. R. M. COMMUNITY PANEL NUMBER 3720312900J, WITH AN EFFECTIVE DATE OF APRIL 3, 2006.
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DRAINAGE AREA TO SILT FENCE. 47,313 SF OR 1.09 ACRES
3. ALL GRADING AND BACKFILLING, EXCAVATING, ETC., SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS SET FORTH IN
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REQUIRED SILT FENCE LENGTH. • 100 LF PER 0.25 ACRES
REQUIRED SILT FENCE
THE GEOTECHNICAL INVESTIGATION REPORTS. REFER TO THESE REPORTS FOR ADDITIONAL INFORMATION NOT TRANSFERRED
TO THESE PLANS.
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5. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED UNTIL DISTURBED AREAS ARE STABILIZED. NEW HANOVER COUNTY W � Q
ENGINEERING DEPARTMENT MUST BE NOTIFIED AT [phone] BEFOREANY EROSION CONTROL MEASURES ARE REMOVED. CL O U Q
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6. ALL EROSION CONTROL FACILITIES SHALL BE INSPECTED AND REPAIRED AT A MINIMUM OF WEEKLY BASIS AND AFTER EVERY v} 4 Q Q y
RAIN EVENT. Q u- Uix
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7. ALL PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MATERIALS AND DEBRIS. THE SITE SHALL BE MAINTAINED SO AS TO MINIMIZE U W
SEDIMENT -LADEN RUNOFF TO ANY STORM DRAINAGE SYSTEM. y
8. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE SITE VIA THE CONSTRUCTION ENTRANCES. �j Z
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cc 10. PURSUANT TO 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,
�j SLOPES LEFT EXPOSED WILL, WITHIN 15 WORKING DAYS OR 21 CALENDAR DAYS OF COMPLETION OF ANYPHASE OF GRADING BE 0) ,fir,
`G PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT
TO RESTRAIN EROSION PURSUANT TO G. S. 113A-57(3), PROVISIONS FOR PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN Q e'
Q EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 14 CALENDAR DAYS FOLLOWING COMPLETI VL t6 O ON OF O r• O O O �-
CONSTRUCTION OR DEVELOPMENT.
ALL CUT AND FILL SLOPES AND CHANNEL SIDESLOPES WHICH ARE NOT TO BE PAVED, SHALL BE SEEDED UNTIL A GOOD w N O O
STAND OF GRASS IS OBTAINED INACCORDANCE WITH.
O E•... A. 100 LBS PER 1,000 SQUARE FOOT GROUND LIMESTONE OR EQUIVALENT. NO SOIL TEST REQUIRED FOR INITIAL
ESTABLISHMENT.
B. 20 LBS OF 10-10-10 FERTILIZER OR EQUIVALENT PEER 1,000 SQUARE FOOT.
APPROX. LOCATION FROM CAPS Q Q C. VARIETIES TO BE SEEDED:
FEAR PUBLIC UTILITY AUTIIC RITSYS S p Q 1. SPRING SEEDING: MARCH 1- APRIL 30, SPRING OATS 2.5 LBS PER 1,000 SQUARE FOOT.t 2�
1-- Q 2. SUMMER SEEDING: MAY 1 AUGUST 1; WEEPING LOVE GRASS AT 2 OZ. PER SQUARE FOOT MIXED WITH I BUSHEL OF „
(� XU, p SAWDUST FOR UNIFORM SEEDING. uj
3. ASPHALT MULCH 6 GALLONS PER 1,000 SQUARE FOO T. ALL SEEDING WILL BEE MULCHED.ui
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��•��s II. SEE LANDSCAPE PLAN FOR PERMANENT SEEDING OR SOD SPECIFICATIONS. u-
ADD (2) �" l j `°'° 12. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT
7"� i�
11 FM 4 15 O Q GROUNDBREAK.
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FM �✓ 13. UNLESS OTHERWISE SPECIFIED ON THESE PLANS, ALL STORM DRAINAGE PIPES ARE TO BE RCP, CLASS IIL
Cap. •
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14. NO EXISTING WTALNDS ARE ON SITE.
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INLET PROTECTION
% CURB INLET (CB) " BUILDING DOWNSPOUT
STORM PIPE SF SILT FENCE
XXX.XX TOP OF CURB TP TREE PROTECTION FENCE
X-..XX BOTTOM OF URBDIVERSION DITCH
SPILL CURB Lu LIMITS OF DISTURBANCE
n INLINE DRAIN FLARED END SECTION
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ROOF DRAIN CONSTRUCTION ENTRANCE
-'.n... 8N
CORRUGATED PLASTIC
TtC
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1% MIN. SLOPE
PVC IN TRAFFIC AREAS
(;LEANQ MLOGUEDQAU BENDS
7 7 7 7 .. HANDICAP PARKING AREA
"" (2% MAX. SLOPE)
I TW=XXX)O( TW IS GROUND AT TOP OF WALL
BW XXX.XX .BW IS GROUND AT BOTTOM OF WALL
} PAVING SPECIFICATIONS
I CONTRACTOR TO REFER TO SOILS REPORT FOR SITE SPECIFIC PAVEMENT
SPECIFICATIONS.
NOTE.•
MCDONALD'S ENGINEER RESERVES THE RIGHT TO REQUEST A
COMPACTION TEST AND/OR A CORE SAMPLE. IF TESTS PROVE CORRECT,
PER ABOVE SPECIFICATION, TESTS WILL BEAT THE EXPENSE OF
I MCDONALD'S, OTHERWISE, GENERAL CONTRACTOR WILL BE CHARGED.
I PARKING INFORMATION
q TOTAL 2 HC SPACES 8 0' X 19 0` @ 60°
SPACES
2 SPACES 9.0, X 19.0' a@ 90°
41 37 SPACES 9.& X 19.0'
I UTILITY INFORMATION
3 } SIZE & TYPE LOCATION
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SANITARY SEWER
10" PVC
PUBLIC, ALONG ACCESS ROAD
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PUBLIC, ALONG CASTLE HAYNE ROAD
(OPPOSITE SIDE)
STORM SEWER
RCP
@ RIW AND SWALE AT REAR
ELECTRIC
OVERHEAD
(ALONG OPPOSITE CASTLE HAYNE ROAD
GAS
W MAIN
ALONG CASTLE HAYNEROAD
(OPPOSITE SIDE]
SURVEY INFORMATION
PREPARED BY- COMMERCIAL SITE DESIGN, PLLC
8312 CREEDMOOR ROAD
RALEIGH, NORTH CAROUNA 27613
PHONE: [phone]
DATE OF ORIGINAL FIELD SURVEY NOVEMBER 20, 2012
PLAN SCALE: 1 " = 20'
STREET ADDRESS
2541 CASTLE HAYNE ROAD
CITY STATE
WILMINGTON NORTH CAROLINA
COUNTY
NEW HANOVER
TAX PARCEL NUMBER LOCATION CODE NUMBER
R03300-001-04"00
CSD FILENAME: 32-0468
MCD1218-GP
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STATUS
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AS -BUILT
C-5
GRADING/EROSION
CONTROL PLAN

LABEL
1) GROUND STABILIZATION
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
* PERIMETER DIKES,
SWALES, DITCHES
7 DAYS
NONE
AND SLOPES
* HIGH QUALITY
WATER (HQ A*
7 DAYS
NONE
ZONES
* SLOPES STEEPER
IF SLOPES ARE 10' OR
THAN 3.1
7 DAYS
LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1.
14 DAYS ARE ALLOWED.
* SLOPES 3:1 OR
FLATTER
14 DAYS
7 DAYS FOR SLOPES
GREATER THAN 50 FEET
IN LENGTH
* ALL OTHER AREAS
WITH SLOPES FLATTER
THAN 4:1
14 DAYS
NONE
(EXCEPT FOR PERIMETERS
AND HQW ZONES)
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LAURINBURG KFC TAKE HOME, INC
DEED BOOK 5`292, PAGE 2072 I o W
MAP ID. 312907.57. 7874 �
10.0' UTILITY 10
EASEMENT
LIGHT POLE AP _ PROX: LOCATION FROM CAPE
_ j (TYP.) FEAR PSUSBLIC UTILITYAUTHORITSYS S �,, Q O
MONITORING
WELL
ASPHALT
c SMH
RIM=30.13
INV IN=25.78
WV.IN=17.43 SW
WV.1N=17.38 SW
- WV.OUT=17.28 N•
IRON PIPE
.SET
ASPHALT
TIkEWATER POWER CO. 6
D89, PG TIE
C'&L EASEMENT
DB89, PG TIE
LIGHTPOLE-1
(TYP) I
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SPEED BUMP
NIF
EDWIN 1 ENNIS, JR
MAP ID. 312911.59.5414 CLEA VOUT
ZONED - B-2 BUSINESS DISTRICT (T'P)1
ASPHALT ASPHALT i
A.
IRON PtP ��.. �-- �
SET, �-�- i'" SMH
®.. �..... ,,RIM=31.13
SMH its
RIM=28.76 EXISTIh BRICK ASPHALT � 3 l �
INV.iN--21.01 DI CONCRETE GUTTER (tvp� NW
z Bt11LDING ILL
INV.IN=18.71 N T/0=28.18
INV.OUT 18.15 S INV.IN=25.83 NORTH
INV. oU 25.13 SOUTH 1 a
1 `� `- NCGS MONUMENT
_--__-_---_-- •___--___-� � F i'ERIC"
SOUND HAN = 197,146.5 S
71oN 1 ASP LT -__ ______-_____-___-__
_---___—__ _ (AD 83)
L__.r..�_+.w+.._..w..r.....r....___o—_______.w___.r___ _ _I
EDWIN 1. JP & NANCY R. ENI' IS ET AL
DEED BOOK 513 ,, PAGE S 331
3129.57.7485.
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MAP ID. 312911. 57. 7 85
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SS DISTRICT
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SITE TBM ON FLANGE
BOLT UNDER SETSCREW ,
ELEV.= Tv
32.9
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Approved Construction Plan
Name Date
GRAPHIC SCALE
20 0 10 20 40 Planning
Traffic
1 inch - 20 ft. Fire
2) BUILDING WASTES HANDLING
• NO PAINT OR LIQUID WASTES IN STREAM OR STORM DRAINS
• DEDICATED AREAS FOR DEMOLITION, CONSTRUCTION AND OTHER WASTES
MUST BE LOCATED 50' FROM STORM DRAINS AND STREAMS UNLESS NO
REASONABLE ALTERNATIVES AVAILABLE
• EARTHEN -MATERIALS STOCKPILES MUST BE LOCATED 50' FROM STORM
DRAINS AND STREAMS UNLESS NO REASONABLE ALTERNATIVES AVAILABLE.
• CONCRETE MATERIALS MUST BE CONTROLLED TO AVOID CONTACT WITH
SURFACE WATERS, WETLANDS, OR BUFFERS.
3) INSPECTIONS
• SAME WEEKLY INSPECTION REQUIREMENTS.
• SAME RAIN GUAGE & INSPECTIONS AFTER 0.5" RAIN EVENT.
• INSPECTIONS ARE ONLY REQUIRED DURING "NORMAL BUSINESS HOURS".
• INSPECTION REPORTS MUST BE AVAILABLE ON -SITE DURING BUSINESS HOURS
UNLESS A SITE -SPECIFIC EXEMPTION IS APPROVED.
• RECORDS MUST BE KEPT FOR 3 YEARS AND AVAILABLE UPON REQUEST.
• ELECTRONICALLY -AVAILABLE RECORDS MAYBE SUBSTITUTED UNDER CERTAIN
CONDITIONS.
4) SEDIMENT BASINS
• OUTLET STRUCTURES MUST WITHDRAW FROM BASIN SURFACE UNLESS
DRAINAGE AREA IS LESS THAN 1 ACRE.
• USE ONLY DWQ APPROVED FLOCCULANTS.
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NPDES - SPECIFIC PLAN SHEETS NOTES
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1. THIS PAGE IS SUBMITTED TO COMPLY WITH NPDES GENERAL STORMWA TER
PERMIT NCG010000.
2. THIS PAGE CAN BE APPROVED BY THE CITY PURSUANT TO NPDES GENERALwmj
STORMWATER PERMIT NCG010000 ONLY,•
3. THIS PAGE OF THE APPROVED PLANS IS ENFORCEABLE EXCLUSIVELY
6:�
PURSUANT TO NPDES GENERAL STORMWA TER PERMIT NCG010000;
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4. THE CITY IS NOT AUTHORIZED TO ENFORCE THIS PAGE OF THE PLANS AND IT IS
NOT APART OF THE APPROVED PLANS FOR THE PURPOSES OF ENFORCEMENT"`
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ACTION UNDER THE CITY CODE.
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]NO TE:
SEE SHEET C- FOR GRADING / EROSION CONTROL NOTES.
LEGEND
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Q STORM DRAIN MANHOLE (DMH)----IIIIIIF'""" SILT FENCE OUTLET
DROP INLET (DI)` INLET PROTECTION
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* BUILDING DOWNSPOUT
l• CURB INLET (CB)
STORM PIPE SF SILT FENCE
uj
TOP OF CURB TP TREE PROTECTION FENCE
B TTOM OF CURB . DIVERSION DITCH 0
re
SPILL CURB LD LIMITS OF DISTURBANCE
■ INLINE DRAIN FLARED END SECTION o
fl
ROOF DRAIN CONSTRUCTION ENTRANCE 4
8^ CORRUGATED PLASTIC (L O
R,© 3, MIN. COVER
1 % MIN. SLOPE U
PVC IN TRAFFIC AREAS
CIAWOUTSLOCATED @ ALL BENDS UO
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HANDICAP PARKING AREA Z z
�. �.1,21 (2% MAX. SLOPE) p w
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TW=)")O( TW IS GROUND AT TOP OF WALL
BW-_XXX.XX BW IS GROUND AT BOTTOM OF WALL p
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PAVING SPECIFICATIONS o
CONTRACTOR TO REFER TO SOILS REPORT PREPARED BYECS, PROJECT Lu _O
NO.22-16952 DATED AUGUST 9, 2011.
3" ASPHALT SURFACE (SF9.5A) 0 uu t3
8" ABC STONE
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NOTE.
MCDONALD S ENGINEER RESERVES THE RIGHT TO REQUEST A a i' W
COMPACTION TEST AND/OR A CORE SAMPLE. IF TESTS PROVE CORRECT, U
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PARKING INFORMATION z
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TOTAL 2 HC SPACES 8 o, x 19.0' @ 60-
0
SPACES 2 SPACES 9.01 x 19.v @ W" Qw Q
41 0)
37 SPACES 9.0` X 19.0' @ 60° z
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UTILITY INFORMATION U
SIZE & TYPE LOCATION
SANITARY SEWER 10" PVC PUBLIC, ALONG ACCESS ROAD
WATER 8"PVC PUBLIC, ALONG CASTLE HAYNE ROAD Lu
SIDE) L
STORM SEWER RCP @ R/W AND SWALE AT REAR C Imo,
15
ELECTRIC OVERHEAD (OPPOSITE
CASTLE HAYNE ROAD 'cC C O
(OPPOSITE SIDE) CASTLE W co
GAS 6 MAtN ALONG CASE HAYNE ROAD O O j z
(OPPOSITE' SIDE) Q Q
SURVEY INFORMATION
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PREPARED BY: COMMERCIAL SITE DESIGN, PLLC
8312 CREEDMOOR ROAD
RALEIGH, NORTH CAROLINA 27613
PHONE: [phone]
DATE OF ORIGINAL FIELD SURVEY NOVEMBER 20, 2012
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PLAN SCALE. 1 - 24
STREETADDRESS
2541 CASTLE HAYNE ROAD
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CITY
STATE
STATUS
DATE
BY
WILMINGTON
NORTH CAROLINA
FINAL
S COUNTY PLAN CHECKED - -
►� z NEW HANOVER
: ul AS -BUILT
�`.o �,•� • TAX PARCEL NUMBER LOCATION CODE NUMBER C-5a ,,l F i• g,.r R03300-001-040-000
`'••••.....«.••'' CSD FILENAME: 32-0468 NPDES
MCD1218-NPDES STABILIZATION PLAN