SW8970105_APPROVED PLANS_20210528

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 97 Ol 05
DOC TYPE
❑ , CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2o21 05 28
YYYYMMDD

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,�928 NSF
IMPERVIOUS
SURFACE LOST
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905 SF
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IMPERVIOUS
SURFACE GAINED
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381 SF
1 IMPERVIOUS;,
? SURFACE LOST
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IALTAL SIGN \
IMPERVIOUS AREA GAINED / LOST
LEGEND
SMITH CREEK STATION PARKING LOT & ENTRANCE
MODIFICATIONS FOR THE PROPOSED TRAFFIC SIGNAL
®
IMPERVIOUS
SURFACE GAINED
AT RACINE DRIVE & CARL STREET
WILMINGTON, NORTH CAROLINA
IMPERVIOUS
SURFACE LOST
-- CONSULTING ENGINEERS, INC.
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RECEIVED
MARKET SMEEf
— MWINOTON, NC
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PNONE (9,0) 343-9653
— — FAX (9,0, 343-9804
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JAK III
FEB 0 5 2004
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SITE AND SURROUNDING PROPERTY INFORMATION
PROPERTYLABEL
PROPERTY INFORMATION
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NOW OR FORMERLY
TRACT 3R SMITH CREEK STATION (INCLUDES POND) - 5.15 ACRES
PID: R05013-0084)40.000
MAPID: 314818.20.8857.000
MAPIDKEY: 314818.20.8867
OWNER: SMITH CREEK RETAIL, LLC
SITE ADDRESS: 200 RACINE DRIVE
BOOK AND PAGE: BK 6613 PG 2611
-
CLASS: COM - COMMERCIAL
LAND USE CODE: 730 - OFFICE AND PROFESSIONAL
ZONING: RB REGIONAL BUSINESS
ONOW
OR FORMERLY
TRACT 1 R SMITH CREEK STATION -10.26 ACRES
PID: R06013.008-038-000
MAPID: 31481821.7481.000-
MAPIDKEY 31481821.7481
OWNER: HD DEVELOPMENT OF MARYLAND ING
SITE ADDRESS: 210 EAST WOOD ROAD
BOOK AND PAGE: BK 5613 PG 2611
CLASS: COM-COMMERCIAL
LAND USE CODE: 529-REGIONAL RETAIL
ZONING: RB REGIONAL BUSINESS
O
NOW OR FORMERLY
TRACT 2-A2 SMITH CREEK STATION - 2.04 ACRES
PID: R06013-008.OW000
MAPID: 314818.30 2W6 000
MAPIDKEY. 3148111
OWNER: SMITH CREEK RETAIL, LLC
SITE ADDRESS: 132 RACINE DRIVE
BOOK AND PAGE: BK 5199 PG 1890
CLASS: COM -COMMERCIAL
LAND USE CODE: 528 - NEIGHBORHOOD RETAIL
ZONING: RB REGIONAL BUSINESS
O
NOW OR FORMERLY
TRACT 3 EAST RACINE DRIVE -1.14 ACRES
PID: R05013-008-067-WO
MAPID: 314818.30.3686.000
MAPIDKEY: 314818.30.3688
OWNER: HPLEL UCC II
SITE ADDRESS: 131 RACINE DRIVE
BOOK AND PAGE: BK 6170 PO 135
CLASS: COM - COMMERCIAL
LAND USE CODE: 730. OFFICE AND PROFESSIONAL
ZONING:O&I-1-OFFICE & INSTITUTION (GENERAL)
O
NOW OR FORMERLY
TRACT JD NIXON SUBDIVISION - 0.86 ACRES
PID: R05013.008.006.000
MAPID: 314818.302501.000 _
MAPIDKEY: 314818.30.2501
OWNER: HLCT LLC
SITE ADDRESS: 201 RACINE DRIVE
BOOK AND PAGE: BK 2645 PG 450
CLASS: OOM - COMMERCIAL
LAND USE CODE: 804 - OTHER MEDICAL AND HEALTH
ZONING: O&1-1-OFFICE & INSTITUTION (GENERAL)
O
NOW OR FORMERLY
COMMON AREA RACINE CENTER CONDOMINIUM -1.67 ACRES
PID: R05017-002-015-000
MAPID: 314818.30.1301.000
MAPIDKEY: 314818.30.1301
OWNER: RACINE CENTER COA INC -
SITE ADDRESS: 203 RACINE DRIVE
BOOK AND PAGE: MULTIPLE
CLASS: COM - HOA-HOMEOWNERS COMMON AREA
LAND USE CODE: 961-CONDO COM AREA
ZONING: 0&11 & INSTITUTION (GENERAL)
O
NOW OR FORMERLY
LOT 4 RACINE DRIVE COMMERCIAL SUBDIVISION -1.99 ACRES
PID: R05017-001.007-OW
MAPID: 314818.20.6484,000
MAPIDKEY: 31481820.6484
OWNER: STATE EMPLOYEES CREDIT UNION
SITE ADDRESS: 210 RACINE DRIVE
BOOK AND PAGE: SK 5079 PG 2490
CLASS: COM - COMMERCIAL
LAND USE CODE: 601-BANK/ LENDING INSTITUTION
ZONING: RB REGIONAL BUSINESS '
O
NOW OR FORMERLY
LOT 6 WILMINGTON MKT PLACE • 4.56 ACRES
PID: ROW13-008-043.002
MAPID: 314817.21.3088.000
MAPIDKEY: 314817.21.3088
OWNER: NEW HANOVER COUNTY
SITE ADDRESS: 230 GOVERNMENT CENTER DRIVE
BOOK AND PAGE: BK 51I PG 2018
CLASS: GOV- EXEMPT GOVERNMENT
LAND USE CODE: 911 - GOVERNMENTAL
ZONING: RS REGIONAL BUSINESS
For each open utility cut of
City streets, a $325 permit
shall be required from the
City prior to occupancy
and/or project acceptance.
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NCDENR PWSS WATER PERMIT C 97-13158 04/14/97
WATER CAPACITY: 5,880 TRACT 3 / 60.352 TOTAL GPD
DWO SEWER PERMIT #: W00013385 MOD
SEWER CAPACITY: 5,880 TRACT 3 / 60.352 TOTAL GPD
SEWER SHED # AND PLANT: WILMINGTON SOUTHSIDE NC 0023973
SEWER TO FLOW THROUGH NEI: YES or NO (CIRCLE ONE)
Approved Construction Plan
Name Date
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STORMWATER MANAGEMENT PLAN
APPROVED
CITY OF WILMINGTON
ENGINEERING DEPARTMENT
DATE 08/20/97 PERMIT # 97033
SIGNED
DRAINAGE PLAN
APPROVED
CITY OF WILMINGTON
STORMWATER DISCHARGE
PERMIT NOT REOUIRED
SIGNATURE DATE
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PRIVATEEXISTING • POND
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1. EXISTING CONDITIONS INFORMATION FROM SURVEY BY MICHAEL Itt- (J) m 5 E ..
UNDERWOOD AND ASSOCIATES, P.A. AND PROVIDED BY THE Z Z Y 0 a Z
PROPERTY OWNER. LU W
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SURVEY INFORMATION == Z H LL "'�
UTILITY STATEMENT: THE UNDERGROUND UTILITIES SHOWN HAVE (S 0 () 0 N 3.
BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.
THE SURVEYOR MAKES NO GUARANTEES THAT THE
UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, w E
EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT K7
WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT
LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED CC Z
AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE W N 3 E
SURVEYOR HAS NOT PHYSICALLY LOCATED UNDERGROUND UTILITIES.
DATE OF SURVEY: JANUARY 8. 2020 tJ 31 lu m g
LEGEND; -J
E.I.P. EXISTING IRON PIPE --•- WATER/DITCH w 29
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I.P.S. IRON PIPE SET W ui X
O PROPERTY CORNER - X - x - FENCE LINE G. > O O I
E.C.M. EXISTING CONCRETE MONUMENT Q x m O =
t APPROXIMATE liiiiiiiiii BUILDING LINE O ¢ _ 1
R/W RIGHT-OF-WAY d x m d 3 0. 1u
SO STORM DRAIN PIPE E
SDMH STORM DRAIN MANHOLE
SS SANITARY SEWER PIPE
W MH WANNER LINEEWER MANHOLE o CONCRETE AREA 3
FIRE HYDRANT z
D4 WATER VALVE tz W W NN
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OHP OVERHEAD POWER
SURVEY REFERENCE 3 ? N
UGE UNDERGROUND ELECTRIC MAP BOOK 37 PAGE 308 aI ;
MAP BOOK 39 PAGE 360 09 w a 0
�1 UTILITY POLE MAP BOOK 39 PAGE 373 > r4
�1L� LIGHT POLE MAP BOOK 40 PAGE 90 y ? w oil
o MISC. POLE MAP BOOK 44 PAGE 155 W 69 3
-rt- SIGN MAP BOOK 46 PAGE 120 z III
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MAP BOOK 46 PAGE 378 to OLU
HANDI-CAP PARKING MAP BOOK 50 PAGE 247 O
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MICHAEL UNDERWOOD and ASSOCIATES, PA ,.
102 CINEMA DRIVE, SUITE A j `
WILMINGTON, NC 28403 V O U
FIRM LICENSE NUMBER: C-0615 " 6
PHONE: [phone] !,
FAX: 91G-815-0393 r W
E-MAIL muaabizec.rr•com ii 1
SITE INVENTORY DATA w.1 0
1. PREPARER OF THE PLAN: KUSKE3 ENGINEERING, PLLC a Q1
2. APPLICANT NAME: HENRY E. MILLER, Ill, MANAGER
SMITHCREEK RETAIL, LLC l)h 0 W Z W
3. SITE ADDRESS: 200 RACINE DRIVE IL 0 Z W
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4. PROPERTY OWNER: SMITH CREEK RETAIL, LLIE.MC
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5. DEVELOPER: SMITH CREEK RETAIL, LLQ >: W W il• G
6. PROPERTY BOUNDARY: SEE PLAN i q� E 7.� <
7. ZONING: RB h" (*i tL b
8. ADJACENT PROPERTY: SEE PLAN • t� S W Z 0) W
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9. VICINITY MAP: SEE PLAN '(J�"$� N Z (5
10. TOPOGRAPHY: SEE PLAN ~ W . O W a
11. 100 YEAR FLOOD PLAIN: PROPERTY IS NOT LOCATED WITHIN (Vi1 U x W '
THE 100 YEAR FLOOD PLAIN Z Z Z
12. LOCATION OF EXISTING: SEE PLAN 0 L
DITCHES, CREEKS, AND STREAMS
w ' ZMWJ
13. TYPES OF SOIL-To-TORHUNTA LOAMY FINE SAND W Ct «I LA
14. CAMA SETBACKS: N/A 0
♦=J a V
15. CAMA LAND CLASSIFICATION: URBAN W W Z
16. CONSERVATION RESOURCES: N/A : Z
AND ASSOCIATED SETBACKS t .
17. IS SITE RECOGNIZED AS A: N/A Y V'
LOCAL, STATE, OR FEDERALLY O Z
HISTORIC OR ARCHAEOLOGICAL
SITE: t3y - ME
18. CEMETERIES, BURIAL SITES,: N/A �� d`� N
OR BURIAL GROUNDS ;. M
19. SQUARE FEET OF FORESTED: N/A d ZOOO4
AREAS. HABITAT AND
DOMINANT SPECIES a DEB.: JAK Ill
20, WETLANDS: QY. - . - -
N/A CID.: JAK 111
21. PROTECTED SPECIES OR: DRWN.: WC
HABITAT. N/A DATE: 10/05/20
22. BIKE ROUTES AND SIDEWALKS: SEE PLAN N"
LEGEND °♦
askim� SIGN, SIGN, � PROPERTY LINE / RIGHT-OF-WAY LINE TRACT 3 (3RD REVISION) S
X 39.40 EXISTING SPOT ELEVATIONS
-LDL LAND DISTURBANCE/CONSTRUCTION LIMITS
e e e
TEMPORARY SILT FENCE
® INLET PROTECTION AROUND EXISTING AND PROPOSED DROP INLETS
EXISTING STORMDRAIN LINE
-VO-W- V/-- EXISTING WATER LINE
ss EXISTING SANITARY SEWER LINE
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VICINITY MAP NOT TO SCALE
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City streets, a $32
shall be required
City prior to occ
and/or project a
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SURVEY INFORMATION
UTILITY STATEMENT: THE UNDERGROUND U71UTIES SHOWN HAVE
BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.
THE SURVEYOR MAKES NO GUARANTEES THAT THE
UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA,
EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT
WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT
LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED
AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE
SURVEYOR HAS NOT PHYSICALLY LOCATED UNDERGROUND UTILITIES.
DATE OF SURVEY. JANUARY L 2020
LEGEND:
ETP. EXISTING IRON PIPE — WATERAITCH
I.P.S. IRON PIPE SET
O PROPERTY CORNER —X—X— FENCE LINE
E.C.M. EXISTING CONCRETE MONUMENT
t APPROXIMATE ����������� BUILDING LINE
R/W RIGHT-OF-WAY
SO STORM DRAIN PIPE
SDMH STORM DRAIN MANHOLE
SS SANITARY SEWER PIPE
SSMH SANITARY SEWER MANHOLE CONCRETE AREA
W WATER LINE
FIRE HYDRANT
D4 WATER VALVE
OHP OVERHEAD POWER
Mfg
UGE UNDERGROUND ELECTRIC MAP BOOK 37 PAGE 305
MAP BOOK 39 PAGE 360
UTILITY POLE MAP BOOK 39 PAGE 373
LIGHT POLE MAP BOOK 40 PAGE 90
0 MISC. POLE MAP BOOK 44 PAGE 155
—rr SIGN MAP BOOK 46 PAGE 120
t MAP BOOK 46 PAGE 378
C7� HANDI-CAP PARKING MAP BOOK 50 PAGE 247
MICHAEL UNDERWOOD and ASSOCIATES, PA
102 CINEMA DRIVE, SUITE A
WILMINGTON. NC 28403
FIRM LICENSE NUMBER: C-0615
PHONE: [phone]
FAX: [phone]
E-MAIL: muaabizec rr.com
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fly out of'. NCDENR PWSS WATER. PERMIT #: 97-13158 04/14/97 Approved Construction Plan
5 permit WATER CAPACITY: 5,880 TRACT 3 / 60,362 TOTAL GPD Name Date STORMWATER MANAGEMENT PLAN
from the DWQ SEWER PERMIT #: WQOOM86 MOD APPROVED
upancy SEWER CAPACITY: 6,880 TRACT 3 / 60,352 TOTAL GPD Punning
cceptance• SEWER SHED # AND PLANT: WILMINGTON SOUTHSIDE NC 0023973 Public Utilities CITY OF G DEPARTMENT
WILMINGTON
SEWER TO FLOW THROUGH NEI: YES or NO (CIRCLE ONE) ENGINEERING DEPARTMENT
T"� DATE 08/20/97 PERMIT # 97033
Fire SIGNED
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N/AN$0 GRSWALE ASS a 2�SOS Td=�(TTPNCAty , : Taw "°" `� 1. EXISTING CONDITIONS INFORMATION FROM SURVEY BY MICHAEL UNDERWOOD z -1 t=i
SAME W/e„ MAX GIVE °CT � / - sS ) AND ASSOCIATES, P.A. AND PROVIDED BY THE PROPERTY OWNER. .: M e
\81pEE eB " < 2. NO EXPANSION TO THE EXISTING 02 FITNESS BUILDING IS PROPOSED OR O Owl rc m
�q arigNa b` " `s I INCLUDED IN THIS PROJECT.
3. NO NEW WATER SERVICE, SEWER SERVICE OR CAPACITY IS REQUIRED FOR Fx v > W. i
4 NONE: PROR TO BEGMM ANY WORK, THE CONTRACTOR 94ALL 'THE Cd , •b.70 x-W:m 0
mmm m7mm�m�4 n�Es. �DE STAT ETIC TORE SURFACING w < THIS PROJECT. 9L Y DO
�C�AATER aLwTpN MANUFACTUREIt/$IPP W NSTAIlEt AND THE RUBBER FAOIsq h7WAL rp t O ¢ m �' a
jE VAtWi ,p PINNI ED MANUFACTUI IgpqEI/ MALLEt TO 080 THE SAME OF 710N $ SST
Bf 01119a IEDUaFNENTS AND INSIMAIGN5 IN DIE OUTDOOR MINES PAD ® W W
M- Bea' OF TTHHE s4-WIDE MODEM z 4- PFAMM �N� ON A"E f — PROJECT SITE DATA TABLE a s w a a MI
• MATERIAL AS DEFVNDG IN THE SEFT tEOEND. THE CONTRACTOR
y ROOF DRAAi PROPOSED EIEVATIOMS AND SMALL DE 24-X 4-00NORM APRON a�
iS DOOR � WTN TIE we"mm OOR STNDEDC TURF SNFACE SLOPE
!( K T PA%P AND EXACT CONTRACTOR SHALL VALE THE ASI A WITHIN THE 2y- X4
AIRW REGU FOR
DI ACID SIDE AT WE APP0.0PLOON ' • KAO am*EAT ^w,,,u.: PM°•"- PROJECT NAME: 02 FITNESS OUTDOOR FITNESS PAD Z
RORERRD REAMED FOR NSTAW1WM OF CIE NlBBER ftOORNO W i`
TURF SURFACING MATEREV.. THE TOP OF STONE MEVAIM STALL BE MP
~ � PWVM BY 0�• EXISTING 02 FITNESS BUILDING 5 PROJECT SITE: SMITH CREEK STATION - TRACT 3 Q `�
0 (FORMERLY GOLDS GYM) *AMR VALVE �® W GO o
.r- Row WAM '• ��DN_ SITE AREA: TRACT 3 - 6.16 ACRES I-
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PROPERTY/�pLDING OWNER: !.. H I- W w
f ma ( SMITH CREEK RETAIL, LLC `' oMwPT BCats
As, t T4�>E* #t'EH AREA-21,5W SF ., , 1 SITE ZONING: RB -REGIONAL BUSINESS W
HEIGHT=18 FT a• ° LTIPHC/A1 , V SITE/EXISTING BUILDING OWNER: SMITH CREEK RETAIL LLC z a S' " IE
Xoor aRAay TRACT 3 (3RD REVt5N0N) USE=Land Use Code a ' ?r
5.t5t ACRES (INCLUDES POND) 730-Office and Professional O w
„TL i MAP BOON 46 PAGE 378 ClassCOM-Commerclal K� � SITE/EXISTING BUILDING ADDRESS: 200 RACINE DRIVE � t�j a
(02 FITNESS BUILDING HEIGHT- I&Wt)20NING-RB-REGIONAL BUSINESS ` I Coll-C O'4
qg r 00"(02 FITNESS SUALDING-21.495t SclYt.) FFE-41.00(FIELD MOM I. Do ° •Aoif i`EY.r __ J EXISTING BUILDING USEITENANT: 02 FITNESS (FORMERLY GOLDS GYM) Wiz W I p = '� $
.--�••'" �iAT6 ` FFEwAl.6 - •.. +ar z w t7 g 3 C7 IN
n ` Raa =%ter ADDRESS 200 RACIIE DRIVE PVC FENM "C /8ET EXISTING BUILDING AREA: 21,500 SF N m W z
1Y (�lv +oas jpATax 4kxR I# INGTON NC 20403 q x m O M� J O
11 Nc Bar �� a, " ": }� EXISTING BUILDING HEIGHT: 18 FT m cc 2 r Cr �a W
" PTe�aft
„ ,� a ' d - T i NEW OUTDOOR FITNESS PAD AREA: 60 FT X 85 FT = 6,100 SF �.
Pot
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R °�/"" no CCA{TTpW V lx < <•; '!"' ✓ � � SMITH CREEK STATION WATER CAPACITY: 60,400 GPD NC DEH PWS SERIAL NO.97-13158 4114197 /tj 4j 11 0
u �.. -'"`- QITAL . x A;AWee ,�.. "-^✓ f .+kSPP"`' PEw'+lG' ' V O U
A+' .40
BTHGAV '�� 'd - ® SMITH CREEK STATION SEWER CAPACITY: 60,362 GPD NC DWQ PERMIT NO. WQ0013385 7125112 U
EAWW , a R JOIW •a1KUY S
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JtTW STs "$� ' y TRACT 3 WATER/SEWER CAPACITY: 5,880 GPD NC DWQ PERMIT NO. W00013385 7/25112 IN ws 1
AA M��T ELK „r SETs '~ t TRACT 3 EXISTING PARKING SPACES: 263 SPACES INCLUDING 8 HC SPACES Q
am �/ i E^ s tT ' S ply TRACT 3 REQUIRED PARKING SPACES: EXISTING BUILDING USEIAREA = 21,600 SF 0
a
g - aPEEO x an m ko ® K T.ES 11200 SF GFA MAX: 21,500 SF/200 SF -108 MAX SPACES ILI
K 1/400 SF GFA MIN: 21,500 SF1400 SF = 64 MIN SPACES
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Ask w+�'A1.1R AK L x aM •trove OAK R S>rxi . 'r'-x 3'•m .7 w
4«P RETAIL USEIFUTURE DEVELOPMENT AREA = 12,324 SF z
A4T •1 Q
'WeT ' sT"�rdAM F•E,x 1/200 SF GFA MAX: 12,324 SF1200 SF = 62 MAX SPACES M~ W
As Auer AS! A'B « . •A$ WNW ON` EA4% JTAS, K ,- SET 1/400 SF GFA MIN: 12,324 SF/400 SF = 31 MIN SPACES I��j1 In IL Q Q
B&T.,C: Acumll nAWXfBD � W OQI = z
9•Dw K A.,6 W X. X� LXXM MBnir'"'' PAo T � i>r I U• z
R AAe• Sm �~ TOTAL MAX REQUIRED PARKING SPACES =170 SPACES w O w
FEE K *am R TWao K�u4o r TOTAL MIN REQUIRED PARKING SPACES = 85 SPACES 7 &' 5 06 V -CUT
T fl stmW T D - TOTAL EXISTING PARKING SPACES = 263 SPACES I`jBEyl ,� O z
-- K AA• R age # AH/' Ec, '.a.0a SMXIAL BO%---�— •z (�
x AAE T480
75 mom LIGHT PSESTAL 4, TRACT 3 APPROVED BUILT UPON AREA (BUA): 156,816 SF ALLOCATED BUA NC DEQ SW8 970106 � U z :i1 W n
Y�� 139,392 SF PROPOSED BUA NC DEQ SW8 970105 3 x Z Z
Sly 17w am R�,RTei STORM WATER POND z
}SAP BOOK 37 PAGE 308 % 17,424 SF FUTURE BUA NC DEQ SW8 970105 ^" '1 0 Z F
� EXISTING PRIVATE sTDRf~S WATER POND 'X- e I i j
NC DEQ STORMWATER PERMIT SWS 970105 wE an E TRACT 3 BUA AFTER MINOR MODIFICATION: 166,816 SF ALLOCATED BUA NC DEQ SW8 970105 Bi1S Z O W'
SWT� CITY OF *LMINGTON STOR��{ATER PER]OT 97033 / N
» , �, / 139,392 SF EXISTING BUA NC DEQ SW8 970105 1 Z
5,100 SF NEW BUA NC DEQ SW8 970105 MINOR MOD 'iifi QeA V U U
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DATEE IA/05/in
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4t • A, J / ��LDL LAND DISTURBANCE/CONSTRUCTION LIMITS
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�*N — — NEW DRAINAGE SWALE LINED W/ SOD GRASS
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For each open utility cut of
City streets, a $325 permit
shall be required from the
City prior to occupancy
and/or project acceptance.
NCDENR PWSS WATER PERMIT #: 97-13158 04/14/97
WATER CAPACITY: 5,880 TRACT 3 / 60,352 TOTAL GPD
DWQ SEWER PERMIT M W00013385 MOD
SEWER CAPACITY: 5,880 TRACT 3 / 80,352 TOTAL GPD
SEWER SHED # AND PLANT: WILMINGTON SOUTHSIDE NC 0023973
SEWER TO FLOW THROUGH NEI: YES or NO (CIRCLE ONE)
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Name Date
Planning
Public Utilities
Traffic
Fire
oil
7
STORMWATER MANAGEMENT PLAN
APPROVED
CITY OF WILMINGTON
ENGINEERING DEPARTMENT
DATE 08/20/97 PERMIT # 97033
SIGNED
..P Nhil - 120, 42 M' ' '
01
M
DRAINAGE PLAN
APPROVED
CITY OF WILMINGTON
STORMWATER DISCHARGE
PERMIT NOT REQUIRED
SIGNATURE DATE
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SITE WORK NOTES
1. The contractor shall visit the site to become familiarized with field construction conditions.
2. Contractor shall coordinate work within ncdot and local right of ways with proper
authorities and shall most any requirements as to traffic control and connection to existing streets.
3. Clearing and grubbing: Remove all trees as required unless otherwise noted to remain. Remove all stumps, roots,
shrubbery, asphalt, concrete, structures, buried utilities, storage tanks, etc. within limits of construction.
4. Stripping: Before excavating or filling, remove ail topsoil, wood, leaves, and any other unsuitable material.
5. Mucking: Remove arty soft, organic silt materials and existing buried construction debris as required and fill to
subgrode elevations with a clean select —fill compacted as specified.
6. Disposal: Cleared, grubbed, stripped or excavated spoil shall be removed from site and disposed of in accordance
With all applicable local and state codes.
7. Borrow material: The contractor shall fumish borrow material required from off site and obtain all required
permits associated with borrow operations.
B. Fill and compaction: After stripping, those areas designated to receive fill should be proofrolled with a 10—ton
vibratory steel wheeled roller to compact the top 8 inches to at least 98X of maximum density at optimum
moisture content. Any areas which pumps or ruts excessively should be undercut and replace with a clean, silty or
clayey sand having a unified soil classification of sp, am or sc. Fill material 5 feet outside of building areas shall
then be placed in layers not to exceed 8 inches and compacted to at least 95X of the standard proctor maximum
dry density. Fill materials within building areas to a line outside the building areas shall be placed in layers not to
exceed 8 inches and compacted to at least 98X of the standard proctor maximum dry density (ASTM D-698) with
the upper 12 inches of subgrade being compacted in 6 inch layers to 10OX of the standard proctor maximum dry
density. in areas where no structural fill to to be placed, the upper 12 inches of in —place subgrode should be
compacted to at bast 98% of the standard proctor maximum dry density. If the material is too dry to compact to
the required density each layer shall be wetted in accordance with compaction requirements. If the material is too
wet to secure proper compaction, it shall be harrowed repeatedly or otherwise aerated with suitable equipment until
optimum moisture content is obtained. Fill shall be placed in such a manner that the surface will dram readily at
all times. see structural notes and soils report for additional requirements.
9. Layout: The contractor shall provide all layout required to construct his work.
10. The contractor is responsible for the location and protection of existing utilities during construction.
11. Existing boundary, topographic and tree survey information from survey by others and provided by the owner.
12. The contractor shall verify dimensions at jobsite.
13. The contractor is responsible for the coordination of relocation or disconnection of all existing utilities With
applicable agencies and authorities.
14. All pavement and base materials and workmanship shall conform to ncdot standards.
15. Water and sewer services shall be install the meet local and state plumbing codes. Meter and taps shall meet
all local requirements.
16. All areas shall be graded for positive drainage.
17. Contractor shall note that earthwork quantities are his responsibility. Plans do not represent a balanced
earthwork condition.
18. Reinforced concrete pipe stall be Class III with rubber gasketed joint or "ram neck" unless otherwise specked
on the plan. Install per manufacturers requirements.
18. All pavement and base materials and workmanship shall conform to ncdot standards.
19. Use white lone marking point for all pavement morkings. Paint shall be a chlorinated rubber alkyd, fe
tt—p-115, Type III, factory mixed, quick drying, non —bleeding.
21. The finished ground elevation at the building perimeter shall be a minimum of 6 inches below the building finish
floor elevation except at entrances and entrance transitions.
22. In addition to the standard comments, additional fire protection and accessibility requirements may be required
due to any special circumstances concerning the project.
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CITY OF WILMINGTON STANDARD -NOTES:
1. CONTACT THE NORTH CAROLINA ONE CALL CENTER PRIOR TO
DOING ANY DIGGING AT 1-800-632-4949.
2. PRIOR TO ANY CLEARING, GRADING OR CONSTRUCTION ACTIVITY,
TREE PROTECTION FENCING WILL BE INSTALLED AROUND PROTECTED
TREES OR GROVES OF TREES AND NO CONSTRUCTION WORKERS,
TOOLS, MATERIALS, OR VEHICLES ARE PERMITTED WITHIN THE TREE
PROTECTION FENCING;
3. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS -OF -WAY AND FOR
DRIVEWAYS ARE TO BE THERMOPLASTIC AND MEET CITY AND/OR
NCDOT STANDARDS.
4. ALL PARKING STALL MARKINGS AND LANE ARROWS WITHIN THE
PARKING AREAS SHALL BE WHITE.
5. INSTALL REFLECTORS PER CITY AND NCDOT STANDARDS. TRAFFIC
ENGINEERING MUST APPROVE OF PAVEMENT MARKING LAYOUT PRIOR
TO ACTUAL STRIPING.
6. ALL TRAFFIC CONTROL SIGNS AND MARKINGS OFF THE
RIGHT-OF-WAY ARE TO BE MAINTAINED BY THE PROPERTY OWNER IN
ACCORDANCE WITH MUTCD STANDARDS.
7. TRAFFIC CONTROL DEVICES (INCLUDING SIGNS AND PAVEMENT
MARKINGS) IN AREAS OPEN TO PUBLIC TRAFFIC ARE TO MEET
MUTCD (MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES)
STANDARDS.
8. IT SHALL BE THE RESPONSIBILITY OF THE SUBDIVIDER TO ERECT
OFFICIAL STREET NAME SIGNS AT ALL INTERSECTIONS ASSOCIATED
WITH THE SUBDIVISION IN ACCORDANCE WITH THE TECHNICAL
STANDARDS AND SPECIFICATIONS MANUAL. THE SUBDIVIDER MAY
ACQUIRE AND ERECT OFFICIAL STREET NAME SIGNS OR MAY CHOOSE
TO CONTRACT WITH THE CITY TO INSTALL THE STREET SIGNS AND
THE SUBDIVIDER SHALL PAY THE COST OF SUCH INSTALLATION.
CONTACT TRAFFIC ENGINEERING AT 341-7888 TO DISCUSS
INSTALLATION OF TRAFFIC AND STREET NAME SIGNS. POSTED STREET
NAMES MUST BE APPROVED PRIOR TO INSTALLATION OF STREET NAME
SIGNS.
9. CONTACT 811 PRIOR TO CONTACTING CITY OF WILMINGTON TRAFFIC
ENGINEERING REGARDING'THE UTILITIES IN THE RIGHT-OF-WAY.
10. A UTILITY CUT PERMIT IS REQUIRED FOR EACH OPEN CUT OF A
CITY STREET. CONTACT 341-5899 FOR MORE DETAILS. IN CERTAIN
CASES AN ENTIRE RESURFACING OF THE AREA BEING OPEN CUT MAY
BE REQUIRED.
11. ANY BROKEN OR MISSING SIDEWALK PANELS, DRIVEWAY PANELS,
AND CURBING WILL BE REPLACED.
12. CONTACT TRAFFIC ENGINEERING AT 341-7888 TO DISCUSS
STREET LIGHTING OPTIONS.
13. PROJECT SHALL COMPLY WITH CFPUA CROSS CONNECTION
CONTROL REQUIREMENTS. WATER METER(S) CANNOT BE RELEASED
UNTIL ALL REQUIREMENTS ARE MET AND THE STATE HAS GIVEN
THEIR FINAL APPROVAL. CALL 343-3910 FOR INFORMATION.
14. 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.
15. ANY IRRIGATION SYSTEM SUPPLIED BY CFPUA WATER SHALL
COMPLY WITH CFPUA CROSS CONNECTION CONTROL REGULATIONS.
CALL 332-6558 FOR INFORMATION.'
16. ANY BACKFLOW PREVENTION DEVICES REQUIRED BY CFPUA WILL
NEED TO BE ON THE LIST OF APPROVED DEVICES BY USCFCCCHR
OR ASSE
17. WHEN PVC WATER MAINS AND/OR POLYETHYLENE SERVICES ARE
PROPOSED, THE PIPES ARE TO BE MARKED WITH NO. 10 INSULATED
SINGLE STRAND COPPER WIRE INSTALLED THE ENTIRE LENGTH AND
SECURED TO ALL VALVES. THIS WIRE IS TO BE ACCESSIBLE AT ALL
FIRE HYDRANTS AND WATER METER BOXES TO AID IN FUTURE LOCATION
OF FACILITIES.
18. THE NUMBER AND SPACING OF DRIVEWAYS FOR ALL
INTERCONNECTED SITES WILL BE DETERMINED BY THE COMBINED
FRONTAGE OF THE INTERCONNECTED PROPERTIES.
19. UNDERGROUND FIRELINE MUST BE PERMITTED AND INSPECTED BY
THE WILMINGTON FIRE DEPARTMENT FROM THE PUBLIC ROW TO THE
BUILDING. CONTACT THE WILMINGTON FIRE DEPARTMENT DIVISION OF
FIRE AND LIFE SAFETY AT 910-343-0696 FOR ADDITIONAL
INFORMATION.
20. A LANDSCAPE PLAN INDICATING THE LOCATION OF REQUIRED
STREET TREES SHALL BE SUBMITTED TO THE CITY OF WILMINGTON
TRAFFIC ENGINEER DIVISION AND PARKS AND RECREATIN DEPARTMENT
FOR REVIEW AND APPROVAL PRIOR TO THE RECORDING OF THE FINAL
PLAT.
21. IF AND IRRIGATION SYSTEM IS PLANNED FOR THE SITE, UTILIZE
MOISTURE SENSORS.
22. ALL PROPOSED VEGETATION WITHIN THE SIGHT TRIANGLES SHALL
NOT INTERFERE WITH CLEAR VISUAL SIGHT LINES FROM 30"-10'.
23. 'PLEASE CONSIDER INCORPORATING XERIC LANDSCAPING FOR ALL
NEW LANDSCAPING.
24. THE CONTRACTOR WILL MAINTAIN ALL-WEATHER EMERGENCY ACCESS
TO CONSTRUCTION SITE AT ALL TIMES.
25. UNDERGROUND UTILITIES: ALL ELECTRIC, CABLE TELEVISION AND
TELEPHONE FACILITIES, FIRE ALARM CONDUITS, STREET LIGHTING WIRING
AND OTHER WIRING CONDUITS, AND SIMILAR FACILITIES SHALL BE
PLACED UNDERGROUND BY THE DEVELOPER OR THE APPROPRIATE
UTILITY COMPANY.
26. STREET TREES MUST BE LOCATED A MINIMUM OF 15' FROM STREET
LIGHTS.
For each open Utility cut of
City streets, a $325 permit
shall be required from the
City prior to occupancy
and/or project acceptance.
NCDENR PWSS WATER PERMIT #: 97-13158 04/14/97
WATER CAPACITY: 5,880 TRACT 3 / 60,352 TOTAL GPD
DWQ SEWER PERMIT #: W00013385 MOD
SEWER CAPACITY: 5,880 TRACT 3 / 60,352 TOTAL GPD
SEWER SHED # AND PLANT: WILMINGTON SOUTHSIDE NC 0023973
SEWER TO FLOW THROUGH NEI: YES or NO (CIRCLE ONE)
Approved Construction Plan
Name Date
Planning
Public Utilities
Traffic
Fire
UTILITY NOTES FOR FIRE HYURAN I S:
1. FIRE HYDRANTS MUST BE WITHIN 150' OF THE FIRE DEPARTMENT
CONNECTION.
2. THE FIRE DEPARTMENT CONNECTION MUST BE WITHIN 40' OF FIRE
APPARATUS PLACEMENT.
3. LANDSCAPING AND PARKING CANNOT BLOCK OR IMPEDE THE FIRE
DEPARTMENT CONNECTIONS OR FIRE HYDRANTS. A 3' CLEAR SPACE _
SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF THE FIRE
HYDRANT CONNECTION AND THE FIRE HYDRANT.
4. FIRE HYDRANTS MUST BE LOCATED WITHIN 8' OF THE CURB.
5. NEW HYDRANTS MUST BE AVAILABLE FOR USE PRIOR TO
CONSTRUCTION OF THE BUILDINGS.
6. NEW HYDRANTS MUST BE BROUGHT INTO SERVICE PRIOR TO
COMBUSTIBLE MATERIALS BEING DELIVERED TO THE JOB SITE.
7. THE CONTRACTOR WILL MAINTAIN ALL-WEATHER EMERGENCY ACCESS
TO CONSTRUCTION SITE AT ALL TIMES.
S. TEMPORARY STREET SIGNS SHALL BE INSTALLED AT EACH STREET
INTERSECTION WHEN CONSTRUCTION OF NEW ROADWAYS ALLOWS PASSAGE
BY VEHICLES.
9. UNDERGROUND FIRE LINE AND PRIVATE WATER MAINS MUST BE
PERMITTED AND INSPECTED BY THE WILMINGTON FIRE DEPARTMENT
FROM THE PUBLIC RIGHT-OF-WAY TO THE BUILDING. CONTACT THE
WILMINGTON FIRE DEPARTMENT DIVISION OF FIRE AND LIFE SAFETY AT
910-343-0696 FOR ADDITIONAL INFORMATION.
10. A MINIMUM OF 5' SHALL SEPARATE UNDERGROUND FIRE LINES
OR PRIVATE WATER MAINS FROM OTHER UNDERGROUND UTILITIES.
11. HYDRANTS SHALL BE OF SUFFICIENT NUMBERS TO ACCOMODATE
BASE FIRE FLOW REQUIREMENTS OF THE STRUCTURE.
12. ADDITIONAL FIRE PROTECTION AND/OR ACCESSIBILITY REQUIREMENTS
MAY BE REQUIRED DUE TO ANY SPECIAL CIRCUMSTANCES CONCERNING
THE PROJECT.
13. THE CONTRACTOR SHALL SUBMIT A RADIO SIGNAL STRENGTH STUDY
THAT DEMONSTRATES THAT EXISTING EMERGENCY RESPONDER RADIO
SIGNAL LEVELS MEET THE REQUIREMENTS OF SEC. 510 OF THE 2018
FIRE CODE.
14. BUILDING CONSTRUCTION TYPE:
15. PRIVATE UNDERGROUND FIRE LINES REQUIRE A SEPARATE
UNDERGROUND FIRE LINE PERMIT FROM THE WILMINGTON FIRE AND LIFE
SAFETY DIVISION 910-343-0696
16. ALL ISOLATION VALVES WITHIN THE "HOT BOX" AND BETWEEN THE
"HOT BOX" AND THE RISER ROOM MUST BE ELECTRICALLY SUPERVISED.
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i
STORMWATER MANAGEMENT PLAN
APPROVED
CITY OF WILMINGTON
ENGINEERING DEPARTMENT
DATE 08/20/97 PERMIT # 97033
SIGNED
DRAINAGE PLAN
APPROVED
CITY OF WILMINGTON
STORMWATER DISCHARGE
PERMIT NOT REQUIRED
SIGNATURE DATE
of
f FOR.
_.
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(I ivlL-'tn i
(illiiiiWir�
CUT OR t 3•R 10 ASPHALTIC PREFORMED
TOOLED EXPANSION JOINT-'�
JOINTS .•• ,,..,_�I,<
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SECTION UBcanoE �tl
WHEEL CHAIR RAMP
TYPICAL SIDEWALK AND
WHEEL CHAIR RAMP DETAIL
;iE
LANDSCAPE AREA OR
CONCRETE �'�? UO PERMANENTLY
COSIDNCRETE
INSTALLED ELEMENT.
48'MIN..
SAWCUT
MM1.
BAND
TRENCH
it
1M114• O" MIN.
P= STONE
SAWCUT
1,
NOTES BELOW.
EXISTING ASPHALT PAVEMENT
SURFACE COURSE
COMPAM
BOCK FILL -UTILITY TRENCH
Q
ASPHALT PAVEMENT REPAIR DETAIL FOR UTILITY INSTALLATIONS
NOTES:
1. ASPHALT PAVEMENT REPAIR ON NCDOT ROADS SHALL COMPLY WITH THE
APPLICABLE NCDOT DRIVEWAY PERMIT AND ENCROACHMENT APPROVALS.
THE ASPHALT PAVEMENT REPAIR SHALL BE 2• MINIMUM OF SF 9.5A SURFACE
COURSE ON 9• MINIMUM OF ABC STONE IN ACCORDANCE WITH THE LATEST
NCDOT STANDARD SPECIFICATIONS. INCREASE THE ABC STONE TO 10• MINIMUM
OVER THE UTILITY TRENCH.
2. ASPHALT PAVEMENT REPAIR IN OTHER AREAS SHALL BE 20 MINIMUM OF SF 9.5A
SURFACE COURSE ON 9• MINIMUM OF ABC STONE IN ACCORDANCE WITH THE
LATEST NCDOT STANDARD SPECIFICATIONS. INCREASE THE ABC STONE TO 100
MINIMUM OVER THE UTILITY TRENCH.
3. ALL SAWCUT ASPHALT PAVEMENT REPAIRS SHALL BE COMPLETED THE SAME DAY
464 IN WHICH THE SAWCUT IS ORIGINALLY MADE.
PEOESTRUWS DO NOT
Ir
THE CURB CUT,
THEN 31 E FLARES ARE
LANDSCAPE AREA OR NOT REQUIRED AND CURB
PERMANENTLY ON BOTH SIDES MAY
INSTALLED ELEMENT. RETURN FOR FULL DEPTH
OF THE CURB CUT.
SEE NOTES ONDETECTASLE WARNING
vi
c �aa ae2•%7j.. .. ,w •J �• .
a.• f _
ry :• • •'• .t �• • ' gyp•`, .c�'� I
a�xa. :. •, , 9�•
• w- IF CURB HEIGHT IS 8', THEN:
anew,. ., t ''•�«� ` . 'BY•@110MAXIMUM SLOPE, SIDE
FLARE W IS W MINIMUM,
'B2'-N1:12MAXIMUMSLOPE, SIDE
• PLAN FLARE' A' 16 77 MINIMUM.
NOTE:
RAMP SHALL HAVE A DETECTABLE WARNING COMPLYING WITH ADA GUIDELINES:
1. The detectable warning shall extend the full width and depth of the curb ramp.
2. Detectable warnings shall consist of raised truncated domes with a diameter of nominal 0.9 in (23
mm), a height of nominal 0.2 in (5 mm) and a center -to -center spacing of nominal 2.35 in (60 mm)
and shall contrast visually with adjoining surfaces, either light -on -dark, or dark -on -light. The material
used to _provide contrast should contrast by at bast 70% - Refer to ADA Guidelines for definition of
•Contrast .
3. The material used to provide contrast shall be an integral part of the walking surface. Detectable
warnings used on interior surfaces shall differ from adjoining walking surfaces in resiliency or
WASEAMW soured -on -cane contact.
D,ROP,INi.ET�C,
M
:10 12 43 OR #4 REBAR
W
SLIP RESISTANT CLEATS
CORROSON RESI$TR)I, MATERIAL
(RUt38ER, PLAWiG)
ELEVATIONETIrDN A -A'
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DURING
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IIENTATION N
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ASPHALT -% PLAN
PRECAST SI
BRICKRMASONRY "
3000 PSI
CONC. •• :,,:... :..
SECTION
DROP INLET DETAIL
NTS
NOTES:
1.
THE CONTRACTOR IS RESPONSIBLE FOR
VERIFYING THAT THE STORMDRAIN PIPES
CAN BE INSTALLED AT THE
INVERTS/ELEVATIONS
SHOWN PRIOR TO BEGINNING CONSTRUCTION.
2.
INSTALL TRAFFIC BEARING SHALLOW DEPTH
(4"/0.33') FRAME AND GRATES WHEN
NEEDED DUE TO LIMITED COVER THE PIPES.
3.
FOR INFILTRATION SYSTEMS PROVIDE A
1' MINIMUM DROP FROM THE PIPE INVERTS
TO THE BOTTOM OF THE STRUCTURE
FOR SEDIMENT SETTLING AND MAINTENANCE.
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20004
DES.: JAK III
CKD.: JAK III
DRWN.: WC
DATE: 10/05/20
0
C 4

m
For each open utility cut of
City streets, a $325 permit
shall be required from the
City prior to occupancy
and/or project acceptance.
COARSE AGGREGATE
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
NCDENR PWSS WATER PERMIT M 97-13158 04/14/97
WATER CAPACITY: 5,880 TRACT 3 / 60,352 TOTAL GPD
DWO SEWER PERMIT* W00013385 MOD
SEWER CAPACITY: 6,880 TRACT 3 / 60.352 TOTAL GPD
SEWER SHED # AND PLANT: WILMINGTON SOUTHSIDE NC 0023973
SEWER TO FLOW THROUGH NEI: YES or NO (CIRCLE ONE)
Approved Construction Plan
Name Date
Planning
Public Utilities
Traffic
Fire
MIN. 14 GA.
WIRE MESH FOR
r>x6 MESH
STANDARD FABRIC
FOR STANDARD 4
H
z
STANDARD OR EXTRA
LLL
FABRIC
STRENGTH FILTER
"'
FABRIC
-DIRECTION OF WATER FLOW
ANCHOR FABRIC SKIRT
MIN. 8' DEEP 8 4' WIDE.
4
N
NOTES.
1. SYNTHETIC FENCE FABRIC SHALL BE MIN. OF 30' IN WIDTH WITH 30 LBBN TENSILE STRENGTH FOR
STANDARD FABRIC AND 50 LBAN FOR EXTRA STRENGTH.
2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS ARE NECESSARY, LAP FABRIC POST TO POST.
3. STEEL POST SHALL BE MIN V IN HEIGHT AND BE OF THE SELF -FASTENER STEEL ANGLE TYPE.
TEMPORARY
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STORMWATER MANAGEMENT PLAN
APPROVED
CITY OF WILMINGTON
ENGINEERING DEPARTMENT
DATE 08/20/97 PERMIT # 97033
SIGNED
1/4' WIRE MESH
- LEF%A POST
SEtf-FASTENER
At
TYPE)
DRAINAGE PLAN
APPROVED
CITY OF WILMINGTON
STORMWATER DISCHARGE
PERMIT NOT REQUIRED
SIGNATURE DATE
SED - CO Hi
Lj
STONE 1 - I` 44
NOTES:
1. SEDIMENT CONTROL STONE SHAM. BE
5 OR J57 AND SHALL BE PAID FOR
SECTION A-p T THE CONTRACT UNIT PRICE PER TON
SEDIMENT CONTROL STONE
MULTI -DIRECTIONAL FLOW 2. WIRE MESH SHALL BE HARDWARE CLOTH
19 GAGE MIN. AND SHALL HAVE 1/4'
MESH OPENINGS.
INLET PROTECTION
NTS
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STRUCTURE WITH LINER
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NOTING
-Y MARII®s&' WI SECTION A -A
CONCRETE NOTNG DEVICE (11712P INN.)
wiiuT 1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES SHALL BE
MAINTAINED WHEN THE LIQUID ANLWRSOLID REACNEE
78960E THE STRUCTURES CAPACITY.
PLAN 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE
CLEARY MARKED WITH SIGNAGE NOTING DEVICE.
BELOW GLADE WASHOUT STRUCTURE
NOTTOSCALE
HIGH taI p-e
am BERM
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L 1
- -„i i k SECTION 9-B Imo- i
HIGH
� nLLI RATION
SOIL BERM
LB
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DRST
NOTES:
1. ACTUAL LOCATION DETERMINED IN FIEND
MMIB3) aKiNA41E
2 THE CONCRETE WASHOUT STRUCTURES
DEVICE(i!'7(21'MIN.)
SWW.BE THELIQUID
r
HE ANDA]RSOIJD REACHES THE
LID REA�NM6%
STRUCTURES CAPACITY TO PROVIDE
ADEQUATE .HOLDING CAPACITY WITH A
MINIMUM 12INCHES OF FREEBOARD.
ELAN
3.00NCHETE WASHOUT STRUCTURE NEEDS
TO BE CLEARY MARKED WITH SKINAGE
NOTING DEVICE.
ABOVE
GRADE WASHOUT
STRUCTURE
NOTTO SCALE
PRELIMINARY DESIGN
NOT FOR CONSTRUCTION
Z
O
46
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W
G
W
z
W
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Ma
Q a
W aW
TEMPORARY SEEDING RECOMMENDATIONS FOR FALL m Z LL Go
SEEDING. MIXTURE Q O M C4
SSPECI �N) RATE
acre)
m Z a 0 W U
SEEDING DATES:
MOUNTAINS - AUG. 15 - DEC. 15 O Z
COASTAL PLAIN AND PIEDMONT - AUG. 15 - DEC. 15
SOIL AMENDMENTS: UJ co) LV Q
FOLLOW SOIL TEST OR APPLY 2,ODD lb/acre GROUND AGRICULTURAL LIMESTONE AND 1.000 Ib/ocre 10-10-10 ■ . , W CO) Z
FERTILIZER. W
APPPLLYY 4.000 lb/acre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING U U
TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL
REPAIRMAI
REFERTIUZE DAMAGE AREAS IMMEDIATELY. TOP DRESS WITH 50 lb/acre OF NITROGEN IN MARCH, IF O LL J
LL
IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 lb/acre KOBE (PIEDMONT N;n O N
AND COASTAL PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH.
TEMPORARY SEEDING RECOMMENDATIONS FOR SUMMER W E
SEEDING MIXTURE 93
SPECIES EROSION CONTROL NOTES AND MAINTENANCE z Z "Ill
GERMAN MILLETPLANLU V o
IN THE PIEDMONT AND MOUNTAINS, A SMALL -STEMMED SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50 1. All erosion and sediment control measures will be a
lb/acre. checked for stability and operation following every O W Im °W°
runoff -producing rainfall, but in no case, less than W _ Y
SEEDING DATES: Once every week and within 24 hours of every
MOUNTAINS - MAY 15 - AUG. 15 half -inch rainfall. W W
PIEDMONT -MAY 1 - AUG. 15 D. > O Tii :i
COASTAL PLAIN - APR. 15 - AUG. 15 O W = m O
2. All points of egress will have construction aC W � d; =
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 lb/acre GROUND AGRICULTURAL LIMESTONE AND 750 entrances that will be periodically top -dressed with an O. x w d 3 a W
lb/acre 10-10-10 FERTILIZER. additional 2 inches of #4 stone to maintain proper E
�; depth. They will be maintained in a condition to $
APPLY 4,000 lb/acre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING prevent mud or sediment from leaving the site. Z
TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. immediately remove objectionable material spilled
M61�dANCE washed or tracked onto the construction entrance or
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING roadways. Z
EROSION OR OTHER DAMAGE. W wi
3. Sediment will be removed from hardware cloth IZ � i
TEMPORARY SEEDING RECOMMENDATIONS FOR LATE WINTER and gravel inlet protection, block and gravel inlet W O
AND EARLY SPRING protection, rock doughnut inlet protection and rock Z = C4 U, 1
SEEDING MlxruaE pipe inlet protection when the designed storage 3 3
capacity has been half filled with sediment. Rock will O cgs
SPECIES RATE (la/�re) be cleaned or replaced when the sediment pool no 0) a z a c*1
RYE (GRAIN) 120 longer drains as designed. Debris will be removed
W
MS
ANNUAL LESPEDEZA 50 from the rock and hardware cloth to allow proper Z W o °a = °I E
KOBE IN PIEDMONT AND drainage, silt socks will be emptied once a week and N m a = 9 9 z a
AL PLAIN, KOREAN after every rain event. Sediment will be removed from M p 8 O s
IN MOUNTAINS) around beaver dams, dandy sacks and socks once a m M E S ¢ EL
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS week and after every rain event.
NOT TO EXTEND BEYOND JUNE. 4. Diversion ditches will be cleaned out immediately t
,SEEDING DATES: to remove sediment or obstructions from the flow v O U
MOUNTAINS - ABOVE 2,500 FEET. FEB. 15 - MAY 15 area. The diversion ridges will also be repaired. Swales D
BELOW 2,500 FEET. FEB. 1 - MAY 1 must be temporarily stabilized within 21 calendar days n W
PIEDMONT - JAN. 1 - MAY 1 of cease of any phase of activity associated with a mi 1COASTAL PLAIN - DEC. 1 - APRIL 15
Swale,
SOIL AMENDMENTS: O Id
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2.000 lb/acre GROUND AGRICULTURAL LIMESTONE AND 750 " In
L
5. Sediment will be removed from behind the
MUacre 10-10-10 FERTILIZER 7
LCH sediment fence when it becomes half filled. The am 2
APPLY 4,000 Ib/ocre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING sediment fence will be repaired as necessary to W a
TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL maintain a barrier. stakes must be steel. Stake Z to 0 j
MA NTENAN spacing will be 6 feet max. with the use of extra 0 W Z
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING strength fabric, without wire backing. stake spacing _ X -
EROSION OR OTHER DAMAGE. will be 8 feet max. When standard strength fabric and Z IL Y
wire backing are used. If rock fitters are designed at Z
PERMANENT SEEDING RECOMMENDATIONS FOR FALL AND low points in the sediment fence, the rock will be
EARLY SPRING repaired or replaced if it becomes half -full of low W 0,
SEEDING MIXTURE sediment, no longer drains as designed or is at IL
damaged. SPECIES RATE.Ab/ocm) � * $q Z :
T FESCUE 8 1.84 6. Sediment will be removed from sediment traps w ft W
PENSACOLA BAHIAGRASS 50 1.15 when the designed storage capacity has been half
SERICEA LESPEDEZA 30 0.69 filled with sediment. The rock will be cleaned or I.� Z
O M W !
KOBE LESPEDEZA 10 0.23 replaced when the sediment pool no longer drains or 7 W a
SEEDING NOTES: when the rock is dislodged. Baffles will be repaired or II�bMy1 W X O Z
1. FROM SEPT. 1 THRU MAR. 1, USE UNSCAR FLED SERICEA SEED. replaced if they collapse, tear, decompose or become ICI Z 1Z!
2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO ineffective. They will be replaced promptly. Sediment W jq W t
30 ibe acre. will be removed when deposits reach half the height y U Z W
3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE of the 1st baffle, floating skimmers will be inspected 3 x +- Z'
KOBE TO 40 Ibs/acre. and kept clean weekly. xy O (� :
NURSE PLANTS: BETWEEN APR. 15 AND AUG. 15. ADD 10 Ibs/ocre GERMAN 7. Sediment will be removed from the sediment Z M Z p
MILLET OR 15 Ibs/acre SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG. 15 basin when the design storage capacity has been half W 4 J i
ADD 25 Ibs/acre RYE (GRAIN). filled with sediment. rock will be cleaned or replaced
when the sediment pool no longer drains or if the Q N
SEEDING DATES: am POSSIBLE rock is dislodged. Baffles will be repaired or replaced V �
EARLY SPRING: FEB 15-MAR. 20 FEB.15-APR. 30 W Z
FALL: SEPT. 1-SEPT. 30 SEPT. 1-OCT. 31 if they collapse, tear, decompose or become
SQIL�(y-N9JDMENTS: ineffective. They will be replaced promptly. Sediment
APPLY LIME AND FERTILIZE ACCORDING TO SOIL TESTS, OR APPLY 3,000-5.000 will be removed from baffles when deposits reach half Y Z
Ibs/ocre (68.9-114.8 Ibs/1,000 af) GROUND AGRICULTURAL LIMESTONE (USE THE LOWER RATE ON SANDY the height of the tat baffle. Floating skimmers will be 0
SOILS) AND 1,000 Ibs/acre (22.9 Ibs/1,000 so 10-10-10 FERTILIZER. inspected weekly and will be kept clean.MULCH
jA i-
APPLY 4,000 lb/acre (91.8 Ibs/1,000 af) GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. 8. LAND QUALITY REQUIRES: Z
ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR ROVING OR BY CRIMPING WTH A MULCH ANCHORING 03
TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHDRING TOOL All seeded areas will be fertilized, reseeded as N J
IMIPlTENAdCE necessary, and mulched, according to specifications in n
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR, ACCORDING TO SOIL TESTS OR N
the vegetative plan, to maintain a vigorous, dense M
TOPDIEDSS WITH 500 Ibs/acre UE Ibs/1,0� sty D MULCH
FERTILIZER. MOW M NEEDED WHEN SERICEA IS vegetative cover. All slopes will be stabilized within 21
OMITTED FROM THE MIXTURE. R EED, FERTILIZE AND MULCH DAMAGED AREAS IMMEDIATELY. calendar days. All other areas will be stabilized within
PERMANENT SEEDING RECOMMENDATIONS FOR LATE SPRING 15 working days. 20004
AND EARLY SUMMER WATER QUALITY REQUIRES: DES.: JAK III
SEEDING MIXTURE All seeded areas will be fertilized, reseeded as CKO.: JAK III
SPECIES BATE (lb/acre) necessary and mulched according to specifications n DRWN.: WC
PENSACOLA BAHIAGRASS 50 1.15 the vegetative plan to maintain a vigorous, dense
SERICEA LESPEDEZA 30 0.69 vegetative cover. All perimeter DATE- 10/05/20
COMMON BLI.F.7 10 0.23 10 0.23 GERMAN MIUET dikes, swales, ditches, perimeter slopes, all slopes
steeper than 3' horizontal to 1' vertical (3:1) and #Os®
SEEDING NOTES: all high quality water (hqw) zones shall be • ••,
1. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA. provided temporary or permanent stabilization with
2. USE COMMON BERMUDAGRASS ONLY ON ISOLATED SITES WHERE IT CANNOT round cover as soon as y
BECOME A PEST. BERMUDAGRASS MAY BE REPLACED WITH 5 Ibs/acre 9 days fable but a an event
CENTIPEDEGRASS. within seven (7) calendar days from the last
land -disturbing activity. All other disturbed areas stall
SEEDING DATES: be provided temporary or permanent stabilization w th
APRIL 1-JULY 15 ground cover as soon as practicable but in any event ;
SOIL AMENDMENTS: within fourteen (14) calendar days from the last • " °eeoo
APPLY UME AND FERTILIZE ACCORDING TO SOIL TESTS, OR APPLY 3,000 Ibs/acre (115.9 Ibs/1,000 af) GROUND land -disturbing activity. °e °
AGRICULTURAL LIMESTONE AND 500 Ibs/acre (11.5 Ibs/1,000 sf) 10-10=10 FERTILIZER.
MULCH 9. Focculants will be used to address turbidity
APPLY 4,000 lb/acre (91.8 Ibs/1,000 sf) GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. issues. the pumps, tanks, hoses and inject system
ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR ROVING OR BY CRIMPING WrH A MULCH ANCHORING es will be checked for problems or turbid discharges
TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH MNCFDRING TOOL 9
MAINTENANCE daily.C5
REFERTILIZE THE FOLLOWING APRIL WITH 50 Ibs/acre (1.15 Ibs/1,000 sf) NITROGEN. REPEAT AS GROWTH 10. Basin outlet structures and skimmers shall
REQUIRES. MAY BE MOWED ONLY ONCE A YEAR. WHERE A NEAT APPEARANCE IS DESRED, OMIT SERICEA AND
MOW AS OFTEN AS NEEDED. withdraw water from the surface.

SITE DATA
SITE NAME AND AREA: OUTPARCEL 140. 4A - 2.06 AC*
MAP BOOK 40 PAGE 90.
OWNER/PERMITTEE: CLOS PROPERTIES, LLC.
USE: LAND ROVER CAPE FEAR
NC DEG OFFSITE SYSTEM SW8 000719
STORMWATER PERMIT:
DRAINAGE AREA AND POND: 2.06 AC - POND NO.1
TOTAL ALLOCATED BUILT UPON AREA: 1.85 AC / 80.760 SF O 90.00X
NOW OR FORMERLY
CLOS PROPERTIES LLC
BOOK 6142 PAGE 1787
STORMWATER POND NO. 1:
NC DEQ MASTER STORMWATER PERMIT NO, SW8 970105
OWNER/PERMITTEE: SMITH CREEK RETAIL, LLC
TOTAL DRAINAGE AREA: 18.65 AC
TOTAL BUILT UPON AREA: 15.80 AC / 688,248 SF
SITE DATA
SITE NAME AND AREA: OUVARCEL NO. 48 - 1.30 ACt
MAP BOOK 40 PAGE 90.
OWNER/PERMITTEE: SMITH CREEK RETAIL, LLC.
USE EXISTING STORMWATER POND NO. 1
NC DEG MASTER SW8 970105
SITE DATA
MSITHCREEKSTATIONSITE NAME AND AREA: OUTP CEL N0. 1A - 3.05 AC
9 r <
1
i
0
1
I.OUTPARCEL 4Q
1 %30 ACRES +/1
:, POTyp
09 1
1
� •1
STORMWATER PERMIT: % /
DRAINAGE AREA AND POND: 1.30 AC - POND NO. 1 (A \ . !��
1.30 AC - POND N0. 1 In' . ��
BUILT UPON AREA: N/A
0, go 1
c0
,pW 1
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NOW OR FORMERLY
HANOVER COUNT( ` c
NEW 0
BK 5863 PG 2018 N 1
_-' OaY 1
SITE DATA
SITE NAME AND AREA: TRACT NO. 1R (3RD REVISION) - 10.26 AC t TOTAL
MAP BOOK 46 PAGE 378
OWNER/PERMITTEE: HD DEVELOPMENT OF MARYLAND. INC.
USE: THE HOME DEPOT
NC DEG OFFSITE SYSTEM SW8 071007 =
STORMWATER PERMIT:
DRAINAGE AREA AND POND: 9.05 AC - POND NO.1
1.21 AC - POND NO. 2
TOTAL ALLOCATED BUILT UPON AREA: 8.37 AC / 364,597 SF - POND NO.1 O 92.49%
1.14 AC / 49,658 SF - POND NO.2 O 94.21%
POND
DRAINAGE AREA--
DMSION LINE
NOW OR FORMERLY
NEW HANOVER COUNTY
BK 5863 PG 2018
SITE DATA
SITE NAMEAND AREA:
TRACT NO. 3 (REVISION) - 5.15 AC t
MAP BOOK 46 PAGE 378
OWNER/PERMITTEE:
SMITH CREEK RETAIL, LLC.
USE:
02 FITNESS AND FUTURE DEVELPOMENT AREA
NC DEG MASTER
SW8 970105
STORMWATER PERMIT.
DRAINAGE AREA AND POND:
5.15 AC (INCLUDES POND NO. 2 AREA) - POND NO. 2
BUILT UPON AREA:
3.20 AC / 139,392 SF - EXISTING
0.12 AC / 5,100 SF - 02 FITNESS OUTDOOR FITNESS PAD
0.28 AC / IZ324 SF - FUTURE DEVELOPMENT AREA
TOTAL ALLOCATED BUILT UPON AREA.
3.60 AC/156,816 SF O 69.9OX (INCLUDES POND NO. 2 AREA)
\ \ \ OWNER/PERMITTEE: EASTWA HOTEL GRP. LLC.
\' USE: HAMPTON IT4 \ STORMWATER
\ \ \ NC DEG OFFSITE SYSTEM SIN 070315 \ \
\ STORMWATER PERMIT: \ \
\.
DRAINAGE AREA AND POND: 3.05 AC - PO
N0. 1
72 \ \
\ \ \
\ TOTAL ALLOCATED BUILT UPON AREA: 2.75 AC/119,5O 90.00X °
\'\ SITE DATA\
` \ \ ACCESS/INGRESS/EGRESS SITE NAME AN AREA: ARCEL N0. 2A - 11 AC t
Q/ \ E \ MAP OOK 5457 PAGE 1421
OUTPARCEI, #1A OWNER/PERMITTEE� \, VOLD EEK, LLC.
USE: \ \, BUFFALO
LD WINGS GRILL AND BAR RESTAURANT
`WlNOW OR FORMERLY ` ` OOQ \'\ NC DEG OFF SITE SYS7EA( \yyg 10030\3
D BUSINESS STORMWATER PERMIT: \
DRAINAGE AREA AND POND: \ 2.k AC - POND O. 1
TOT OCATED MILT UPON\AREA: 2.53 /110,251 SF%'0 90.0OR
1 i 0
P cr STORMWATERk POND
NAGS'
D I LIN
O \
10
POND NC
DA
THE HOME DEPOT
1
tt
NC DEQ MASTER STORMWATER PERMT NO. SW8 970105
OWNER/PERMITTEE: SMITH CREEK RETAIL, LLC
TOTAL DRAINAGE AREA: 19.32 AC TOTAL BUILT UPON
AREA: 16.26 AC / 708,286 SF
KuSKE3 ENGINEERING, PLLC
LICENSE No. P-0909
JOHN A. KusKE,111 P.E.
321 SOUTH KERR AVE. No. 1 15 OWNER PHONE [phone]
WILMINGTON, NC 28403 JKUSKE30KUSKE3ENG.COM
CIVIL ENGINEERING - LAND PLANNING
CONSULTING -PROJECT MANAGEMENT
FUTURE I
pEYELPOM
12,3A24,SF
o OUTDOOR
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SITE
SITE NAME AND AREA:
OWNER/PERMITTEE:
USE:
NC DEG MASTER
STORMWATER PERMIT:
DRAINAGE AREA AND POND:
BUILT UPON AREA:
TOTAL ALLOCATED BUILT UPON AREA:
DATA
TRACT NO. 2-A2 - 2.04 AC t
MAP BOOK 44 PAGE 155
SMITH CREEK RETAIL, LLC.
RETAIL MOPS
SW8 970105
2.04 AC - POND NO. 2
1.68 AC / 73,100 SF - EXISTING
0.02 AC / 800 SF - FUTURE
1.70 AC/73.900 SF O 83.33X
SITE PLAN.
MASTER PLAN
NC DENR STORMWATER PERMIT NO. SW8 970105 SITE DATA SUMMARY
TOTAL SHOPPING CENTER SITE AREA: 37.97 AC
TOTAL SHOPPING CENTER DRAINAGE AREA: 37.97 AC
STORMWATER POND NO, 1:
TOTAL DRAINAGE AREA: 18.65 AC / 812,394 SF
TOTAL PERMITTED ALLOCATED BUILT UPON AREA: 15.80 AC / 688,248 SF
STORMWAIER POND NO, 2:
TOTAL DRAINAGE AREA: 19.32 AC / 841,579 SF
TOTAL ALLOCATED BUILT UPON AREA: 15.80 AC / 688,095 SF
TOTAL UNALLOCATED / EXTRA 0.46 AC / 20,191 SF
BUILT UPON AREA:
TOTAL APPROVED BUILT UPON AREA: TOTAL' 16.26 AC / 708,286 SF
SITE DATA
SITE NAME AND AREA: OUTPARCEL NO. 5R - 1.17 AC t
MAP BOOK 41 PAGE 193
OWNER/PERMITTEE: 88 SOHO. LLC.
USE; SOHO JAPANESE STEAKHOUSE
NC DEG OFFSITE SYSTEM SW8 021113
STORMWATER PERMIT:
DRAINAGE AREA AND POND: 1.17 AC - POND NO. 2
TOTAL ALLOCATED BUILT UPON AREA: 0.94 AC/40,772 SF O 80.00X
SITE
SITE NAME AND AREA:
OWNER/PERMITTEE:
USE
NC DEG OFFSITE SYSTEM
STORMWATER PERMIT:
DRAINAGE AREA AND POND:
DATA
OUTPARCEL NO. 6R - 1.11 AC t
MAP BOOK 39 PAGE 374
TEXAS ROADHOUS HOLDINGS, LLC.
TEXAS ROADHOUSE RESTAURANT
SW8 000418
1.11 AC - POND NO. 2
TOTAL ALLOCATED BUILT UPON AREA: 1.00 AC/43,516 SF O 90.00X
SITE DATA
SITE NAME AND AREA:
OUTPARCEL NO. 3R - 1.25 AC t
MAP BOOK 39 PAGE 360
OWNER/PERMITTEE:
STONE INVESTMENTS, LLC.
USE:
ALWAYS GRAPHICS
NC DEG OFFSITE SYSTEM
SW8 000840
STORMWATER PERMIT:
DRAINAGE AREA AND POND:
1.25 AC - POND NO. 2
TOTAL ALLOCATED BUILT UPON AREA: 1.12 AC/49,005 SF O 90.00X
N
O
SITE DATA a. a w
SITE NAME AND AREA: TRACT NO. 2R - 7.76 AC t TOTAL o to Z O a
MAP BOOK 44 PAGE 155 a. o a U w a.m o
OWNER/PERMITTEE: KOHL'S DEPARTMENT STORES, INC. Z W OO 0LL Z 0 Ix w� = tY Z
•�
NC DEG OFFSITE SYSTEM SW8L071008 20004 O z Z ri w o w 0 p Z
STORMWATER PERMIT: S U
DES.. JAK III ,�a �'I � a� 0 w z � F o 0 a cn z y
DRAINAGE AREA AND POND: 0.37 AC - POND NO. 1 CKD.: JAK III 3 w a c� m ti w� Elo 3 85 W w W 0
7.39 AC - POND N0. 2 DRWN.: WC Y m a � w ix~ x te a ►- ~ W� N Y
BUILT UPON AREA: 0.30 AC / 13.068 SF EXITING - POND NO. 1 05 Y ? w� O cnonzOz Y a % 0 j R 0 a it x �
6.30 AC / 274,428 SF ENSTING - POND NO. 2DAT•901 ( r a. U o
B® N Y Z
TOTAL ALLOCATED BUILT UPON AREA: 0.30 AC / 13,06$ SF -POND N0. 1 O 81.08X 0 0
oee p .- .-.
6.30 AC / 274.428 SF - POND NO. 2 O 85.259X e ® uf) N N N O
N \ \ 0 N
ID 0 0
DO to 04 m
4. a
,00Ba®)ree 10 LEGEND
PROPERTY LINE
STORMWATER POND DRAINAGE
AREA DIVISION LINE
- - - - - STORMWATER POND OUTLINE

i
SITE DATA
SITE NAME AND AREA: OUTPARCEL NO. 4A - 2.06 AC*
MAP BOOK 40 PAGE 90. ,
OWNER/PERMITTEE: CLOS PROPERTIES, LLC.
USE: LAND ROVER CAPE FEAR
NC DEQ OFFSITE SYSTEM SW8 000719
STORMWATER PERMIT:
DRAINAGE AREA AND POND: 2.06 AC - POND NO.1
TOTAL ALLOCATED BUILT UPON AREA: 1.85 AC / 80,760 SF O 90.00X 1J
SITE DATA
SITE NAME AND AREA: OUTP CEL NO. 1A - 3.05 AC SMITH
MAP B P GE \
OWNER/PERMITTEE: HOTEL P, LLC.
USE: HAMPTON 1 N
NC DEQ OFFSITE SYSTEM SWB 070315\ \ STO R M WAT E R MAST E R PLAN
STORMWATER PERMIT: \
1 � 11 v \ \'\ \ DRAINAGE AREA AND POND: 3.05 AC - NO. 1 \
NC DENR STORMWATER PERMIT N0. SW8 970105 SITE DATA SUMMARY
< \ , SITE AREA: 37.97 AC
TOTAL ALLOCATED BUILT UPON AREA: 2.75 AC/119,572 O 90.00X
TOTAL SHOPPING CENTER TOTAL SHOPPING CENTER DRAINAGE AREA: 37.97 AC
STORMWATER POND NO. 1:
♦ SITE DATA\ TOTAL DRAINAGE AREA: 18.65 AC / 812,394 SF
+ 1 \ \ \ \ TOTAL PERMITTED ALLOCATED BUILT UPON AREA: 15.80 AC / 688,248 SF
♦ 0\ \ ACCESS/INGRESS/EGRESS S� NAME AN AREA AR N0. 2A - 2 82 AC t
MAP OOK 5457 PAGE 1421
EAASSEMENT FOR \ STORMWATER POND NO, 2:
1 ♦ " 1 \ OUTPARCEL OWNER/PERMITTEE: \ WILD EEK, LLC. TOTAL DRAINAGE AREA: 19.32 AC / 841.579 SF
NA�) USE: `\, BUFFALO\LD WINGS GRILL AND BAR RESTAURANT TOTAL ALLOCATED BUILT UPON AREA: 15.80 AC / 6MG95 SF
N t ♦ ♦ OOO\- NC DEQ OFF SITE SYS \ \ TOTAL UNALLOCATED /EXTRA 0.46 AC / 20.191 SF
�\ \ W8 100303 BUILT UPON AREA:
NOW ORBFSNESS P O .\` STMMWATER PERMIT
NOW OR FORMERLY i ' �Q \, DRAINAGE AREA AND POND: \ 2.k AC -POND 0. 1 TOTAL APPROVED BUILT UPON AREA: TOTAL 16.26 AC / 708,286 SF
CLOS PROPERTIES LLC � �� 1 ♦ TOT LLOCATED BUILT UPON\AREA: 2.s3
BOOK 6142 PAGE 1787 , r, 1 0 ♦ \ \ /11o,2s1 sFlo so.00X
STORMWATER POND NO. 1:
NC DEQ MASTER STORMWATER PERMIT NO. SW8 970105 1 , i p
OWNER/PERMITTEE: SMITH CREEK RETAIL, LLC Z 1 0 r S
TOTAL DRAINAGE AREA: 18.65 AC 1 p STORMWATEf� POND
TOTAL BUILT UPON AREA: 15.80 AC / 688,248 SF \OUTPARCEL 40 1 � 11 NAGS � � \
. - 1 %30 ACRES +/1 Vt- D IO LIN ti �� \
lip
SITE DATA 1 1p(F PONoI \, �O
A y
OR p.
SITE NAME AND AREA: OUTPARCEL NO. 48 - 1.30 ACt
MAP BOOK 40 PAGE 90. y,0
OWNER/PERMITTEE SMITH CREEK 1 POND NO T TRETAIL, LLC. \ 1 N ♦ \ \
EXISTING SORMWAER . V
USE:
NC DEQ MASTER SW8 970105 N 0
STORMWATER PERMIT: Z /
DRAINAGE AREA AND POND: 1.30 AC - POND NO. t N \"� ` SOH
1.30 AC -POND N0. 1 JAPAIl
BUILT UPON AREA: N/A Q \ ,\ STEAKHOUS
0
y
CQ
0. ri 1
o
SITE DATA
SITE NAME AND AREA: OUTPARCEL NO. 5R - 1.17 AC t
MAP BOOK 41 PAGE 193
OWNER/PERMITTEE: 88 SOHO, LLC.
USE; SOHO JAPANESE STEAKHOUSE
NC DEQ OFFSITE SYSTEM SW8 021113
STORMWATER PERMIT:
\ DRAINAGE AREA AND POND: 1.17 AC - POND NO. 2
\ TOTAL ALLOCATED BUILT UPON AREA: 0.94 AC/40,772 SF O 80.00X
\
1 oGj Q \ TEXAS \ \ \ SITE DATA
W o- -�A T I N) OADHOUS
NOW OR OFOR COUNTY 1 y to \ \ \ SITE NAME AND AREA: MAP
NO. G - 1.11 AC t
MAP BOOK 39 PAGE 374
NEW HAN +/- T
BK 5863 PG 2018 N� 1 AC - 1 - ' OWNER/PERMITTEE: TEXAS ROADHOUS HOLDINGS, LLC.
O 2 \ \\ USE: TEXAS ROADHOUSE RESTAURANT
J� y ' N R i \+� NC
DEQ OFF PERMIT -
SITE SW8 OOD418
1 o$m POND NO 1 N
DATA 1 Z DA 1 _ \
DRAINAGE AREA AND POND: 1.11 AC -POND N0. 2
SITE NAME AND AREA: TRACT NO. iR (3RD REVISION) - 10.25 AC f TOTAL
MAP BOOK 46 PAGE 378 THE HOME DEPOT
OWNER/PERMITTEE HD DEVELOPMENT OF MARYLAND, INC.' • OUTP \
USE: THE HOME DEPOT '�' 0, /
TOTAL ALLOCATED BUILT UPON AREA: 1.00 AC/43,516 SF O 90.00X
. � � C �
NC DEQ OFFSITE SYSTEM S118 071007 ' I 7• �, /% / /
STORMWATER PERMIT: 1! ALWAYS
DRAINAGE AREA AND POND: 9.05 AC - POND NO. 1 I GRAPHICS
1.21 AC - POND NO. 2 ` �+ /�/ SITE DATA
SITE NAME AND AREA: OUTPARCEL NO. 3R - 1.25 AC t
TOTAL ALLOCATED BUILT UPON AREA: 8.37 AC / 364,597 SF - POND NO.1 O 92.49% O Y MAP BOOK 39 PAGE 360
1.14 AC / 49,658 SF - POND NO.2 O 94.21X ,
RMWA R POND 1 / 1 KOHL'S / OWNER/PERMITTEE: STONE INVESTMENTS, LLC.
DRAINAGE AREA % USE: ALWAYS GRAPHICS
DIVISION UNE IVNG SIiOPS NC DEQ TER PE SYSTEM
O /' STORMWATER PERMIT: SW8 0008ao
•� FtltURE
DEVELPOM DRAINAGE AREA AND POND: 1.25 AC - POND NO. 2
5,1Cp 12,�� CT -A2
NOW OR FORMERLY PD RE ON i ACR
NEW HANOVER COUNTY ND D NO.2
BK 5863 PG 2018 02 FITNESS / TOTAL ALLOCATED BUILT UPON AREA 1.12 AC/49,005 SF O 90.00X
OUTDOOR
FITNESS PAO
SITE DATA
MESS ' • I � �
SITE NAME AND AREA MAPTRACBOOK 46(PPAGE 378 - 5.15 AC t ` � H
` I // SITE DATA o > g
OWNER/PERMITTEE SMITH CREEK RETAIL LLC. i a Q w
USE: 02 FITNESS AND FUTURE DEVOY40MENT AREA SITE NAME AND AREA: TRACT N0. 2R - 7.78 AC t TOTAL p L6 cn �' z w
/ MAP BOOK 44 PAGE 155 z U g aS (L g O a
ao a a
I �� OWNER/PERMITTEE: KOHL S DEPARTMENT STORES, INC. w O w O_ z
Jaz Uw m n-4.
i NC DEQ MASTER � .. •� •' z rn � � a O � g a
STORMWATER PERMIT SW8 970105 I �• g z r Z z
DRAINAGE AREA AND POND: 5.15 AC (INCLUDES POND N0. 2 AREA) -POND N0. 2 i KOHL'S g z w w O O O y cs �. USE: Z nS o a z �� E ozo iI
3.20 AC / 13f1,392 SF -EXISTING / / 20004 w
I storAm 1ER POW i NC DEQ OFFSITE SYSTEM SW8 071008 z MO Z z p OR � o U
BUILT UPON AREA: ni U w M O%� nw. % < p Z V w
0.12 AC / 5,100 SF - 02 FITNESS OUTDOOR FITNESS PAD STORMWATER PERMIT: z w a O O N z w a v)
p NO. 2 /' DES.: JAK III w r- O F to z Y
0.28 AC / IZ324 SF - FUTURE DEVELOPMENT AREA /. /,� m w O a ¢ a Or n N z
DRAINAGE AREA AND POND: 0.37 AC - POD NO. 1 CKD.: JAK III O z 3 c O 3 O O <� Y
TOTAL ALLOCATED BUILT UPON AREA: 3.60 AC/156,816 SF O 69.90X (INCLUDES POND NO. 2 AREA) ♦ , 7.39 AC - POND N0. 2 w g '�I C to y w g '�� z g '�� 3 t li
\, % /• DRWN.: WC vxioaozow w OQpY oo� �aacz�, ui
SITE DATA BUILT UPON AREA: 0.30 AC / 13,068 SF EXISTING - POND NO. 1 05 Y v~i O Y a a.m O a i
6.30 AC / 274,428 SF E)aSTiNG -POND N0. 2 0DATF®ea ? %ii a U
SITE NAME AND AREA TRACT N0. 2-A2 - 2 04 AC t
STORMWATER POND -NO \ / / MAP BOOK 44 PAGE 155 TOTAL ALLOCATED BUILT UPON AREA: 0.30 AC / 13,068 SF - POND NO. 1 O 81.08X o.o °°° N Y o o z
NC DEQ MASTER STORMWATER PERMIT N0. SW8 970105 \ / 6.30 AC / 274;428 SF -POND M0. 2 O 85.259G k N N �
/ OWNER/PERMITTEE: SMITH CREEK RETAIL, LLC. so N
OWNER/PERMITTEE: SMITH CREEK RETAIL, LLC \ / O a a a
.\ � USE: RETAIL SHOPS E 0 C
TOTAL DRAINAGE AREA: 19.32 AC TOTAL BUILT UPON
AREA: 16.26 AC / 708,286 SF STORMWATE PERMIT I D i`•�`r a m �, 01 m
ASTER SINS 970105 •• r � � � � �
DRAINAGE AREA AND POND: 2.04 AC - POND NO. 2 °Qr ••, ',•`
BUILT UPON AREA: 1.68 AC / 73,100 SF - EXISTING �0jeoente'e®iwLEGEND
KUSKE3 ENGINEERING,) PLLG 0.02 AC / 800 SF - FUTURE
LICENSE NO. P-0909 TOTAL ALLOCATED BUILT UPON AREA: 1.70 AC/73,900 SF O 83.33X `- PROPERTY LINE
JOHN A. KUSKE, III P.E.
321 SOUTH KERR AVE. NO. i 15 OWNER PHONE (91 O)47 i -404 i STORMWATER POND DRAINAGE
WILMINGTON, NC 28403 JKUSKE30CUSKE3ENG.00M SITE
CIVIL ENGINEERING - LAND PLANNING AREA DIVISION LINE
CONSULTING • PROJECT MANAGEMENT
lit =100' - - - - - - STORMWATER POND OUTLINE

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BY
REVISIONS
CQ
1996
ANDREW
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SANITARY SEWER p�O�I��s
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STREET
SMITH CREEK
STATION
CONSULTING
ENGINEERS, INC.
WI0
NC
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PA ONE �910)
343-9604
V�IL.MINC�TCN
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SYMBOL DATE DESCRIPTION BY
REVISIONS
Q1996 ANDREW 6 KUSKE
DETAIL SHEET
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SMITH CHEEK STATION
�t = p N - CONSULTING ENGINEERS, INC. WIL INGTON, NC
`'-�'P�p •• „ PHONE [phone]
(101( FAX [phone] WTLMINGTON NORTH CAROLIf�A
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VICINITY MAP
NOT TO SCALE
PROPERTY INFORMATION
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PARCEL LABEL
PROPERTY INFORMATION
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NOW OR FORMERLY
TAX PARCEL: R05013-008-080-000
MAP ID: 314818.30.2926.000
OWNER: SMITH CREEK RETAIL, LLC
ADDRESS: 132 RACINE DRIVE
DEED BOOK: 2275 PAGE: 0931
USE: 528 NEIGHBORHOOD RETAIL
ZONING: RB
O2
NOW OR FORMERLY
TAX PARCEL: R05013-008-067-000
MAP ID: 314818.30.3686.000
OWNER: UCC It LLC
ADDRESS: 131 RACINE DRIVE
DEED BOOK: 3873 PAGE: 0803
USE: 730 BUSINESS
ZONING: 0&1 - 1
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NOW OR FORMERLY
TAX PAREL: R05013-008-012-000
MAP ID: 314818.30.6841.000
OWNER: NOUCOUX UN LLC
ADDRESS: 127 RACINE DRIVE
DEED BOOK: 4979 PAGE: 2725
USE: 730 BUSINESS
ZONING: 0&1 - 1
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NOW OR FORMERLY
TAX PARCEL: R05013-008-081-000
MAP ID: 314818.31.4272.000
OWNER: KOHL'S DEPARTMENT STORES, INC.
ADDRESS: 228 OLD EASTWOOD ROAD
DEED BOOK: 3874 PAGE: 0587
USE: 529 REGIONAL RETAIL
ZONING: RB
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NOW OR FORMERLY
TAX PARCEL: R05013-008-038-000
MAP ID: 314818.21.7481.000
OWNER: HD DEVELOPMENT OF MARYLAND, INC.
ADDRESS: 210 OLD EASTWOOD ROAD
DEED BOOK: 2146 PAGE: 0881
USE: 529 REGIONAL RETAIL
ZONING: RB
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NOW OR FORMERLY
TAX PARCEL: R05013-008-040-000
MAP ID: 314818.20.8857.000
OWNER: SMITH CREEK RETAIL, LLC
ADDRESS: 200 RACINE DRIVE
DEED BOOK: 2345 PAGE: 0373
USE: 730 BUSINESS
ZONING: RB
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NOW OR FORMERLY
TAX PARCEL: R05013-008-006-000
MAP ID: 314818.30.2501.000
OWNER: HLCT LLC
ADDRESS: 201 RACINE DRIVE
DEED BOOK: 2385 PAGE: 0629
USE: 804 OTHER MEDICAL & HEALTH
ZONING: 0 & 1 -1
MICHAEL UNDERWOOD
and ASSOCIATES, PA
102 CINEMA DRIVE, SUITE C
WILMINGTON, NC 28403
PHONE: [phone]
FAX: [phone]
FIRM LICENSE NUMBER: C-0615
For each open utility cut of
City streets, a $325 permit
shall be required from the
City prior to occupancy
and/or project acceptance.
ltio�'L
OR
NCDENR PWSS WATER PERMIT #:
WATER CAPACITY: GPD
DWQ SEWER PERMIT M
SEWER CAPACITY: GPD
SEWER SHED # AND PLANT:
SEWER TO FLOW THROUGH NEI: YES or NO (CIRCLE ONE)
Public
Fire
Approved Construction Plan
Name Date
STORMWATER MANAGEMENT PLAN
APPROVED
CITY OF WILMINGTON
ENGINEERING DEPARTMENT
DATE PERMIT #
SIGNED
1 1 1 IL_ II
NOTE: SAWCUT, REMOVE, REPAIR, ADN REPLACE THE
EXISTING ASPHALT PAVEMENT AND THE EXISTING
CONCRETE CURB AND GUTTER AS REQUIRED TO
INSTALL THE NEW ASPHALT PAVEMENT AND THE NEW
CONCRETE CURB AND GUTTER. SEE SHEET C2. -
DREG R\GV(
6
EXISTING BUILDING
KOHL'S DEPARTMENT STORE
FOOTPRINT / ROOF AREA = 89,000 SF
.42
.8
. P
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AVEP
PTHE EXISTING
w., LANDSCAPE TREE. INSTALL
_PEDTREE PROTECTION FENCING.
SEE NOTE 1 AND CITY THE
PROTECTION NOTES.
EXISTING DROP INLET w/ SILTS
INLET PROTECTION
TOP = 38.44 FIELD VERIFY
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1. Existing trees and existing vegetation outside the perimeter
curb line, and within the streetyard shall be saved to the
extent possible. The contractor is responsible for meeting with
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the appropriate City of Wilmington representative
(910)-254-0900 onsite to field review the existing trees prior
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to beginning any work. The contractor is responsible for
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installing tree protection fencing around the existing trees
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being saved prior to beginning any construction work. Theof
contractor shall sawcut any perimeter tree roots that conflict
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with grading operations. See the landscape plan for additional
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requirements.
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Existing boundary, topographic and tree survey information from
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survey by Michael Underwood and Associates, P.A. and
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provided by the owner.
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limits.
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Contractor shall use care during removal operations. all
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salvageable mateial identified while working shall remain
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property of the property owner and shall be stockpiled by the
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debris and any items not wanted by the owner be disposed of
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debris removed from the site.
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activities, site vehicular traffic and related operations.
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The contactor is responsible for having all existing utilities
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located. Contact the North Carolina One Call center prior to
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The contractor is responsible for locating and identifying all
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replacement or relocation of all existing utilities with the
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applicable utility owner.
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The contractor is responsible for the protecting all existing
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utilities. The contractor is responsible for maintaining service
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to all existing utilities. The contractor is responsible for
coordinating with all applicable utility owners prior to beginning
work as required.
12. The contractor is responsible for providing a traffic control
plan and installling all applicable traffic control devices, signs,
temporary pavement markings and all permanent pavement
markings in accordance with the plans, specifications, mutcd
standards, the City of Wilmington, the NCDOT standards and
the project permit approvals.
13. The contractor is responsible for coordination and contacting
New Hanover County, the City of Wilmington, the NCDOT and
the Cape Fear Public Utility Authority for inspections as
required.
CITY OF WILMINGTON STANDARD NOTES:
1. Contact the North Carolina One Call Center prior to doing any
digging at 1-800-632-4949.
2. Prior to any clearing, grading or construction activity, tree
protection fencing will be installed around protected trees or
groves of trees and no construction workers, tools, materials, or
vehicles are permitted within the tree protection fencing.
3. All pavement markings in public right-of-way and for driveways
are to be thermoplastic and meet CITY and/or NCDOT standards.
4. All Traffic control signs and marking off the right-of-way ore to
be maintained by the property owner..
5. Once streets are open to traffic, the developer shall contact
Traffic Engineering (Anthony Prinz) to request installation of traffic
and street names signs. Proposed street names must be aproved
prior to installation of street names signs.
6. Traffic control devices (including signs and pavement markings) in
areas open to public traffic are to meet MUTCD (Manual on
Uniform Traffic Control Devices) standards.
7. Contact Tom Plat with Traffic Engineering at 341-7888 to ensure
that all traffic signal facilities and equipment are shown on the
plan. Call Traffic Engineering at 341-7888 Fourty-eight hours prior
to any excavation in the right-of-way.
8. Any broken or missing sidewalk panels and curbing will be
replaced.
9. Contact Karen Dixon at 341-7893 to discuss street lighting
options.
10. The number and spacing of driveways for all interconnected sites
will be determined by the combined frontage of the interconnected
properties.
11 All site lighting shall be located and installed so as not to shine
directly onto adjacent premises. Unrestricted lighting is limited to a
height of ten (10) feet and 90 degree cutoff lighting is limited to
fifteen (15) feet.
12. Mechanical equipment and trash receptacles will be screened by
an eight (8) feet high opaque fence.
CITY OF WILMINGTON TREE PROTECTION NOTES:
1. Regulated and significant trees in the street yard (18-456 p�� �
and any trees in any required buffers [18-456(d)] are req i�`tt
be retained.
NORTH CARQLiNA ENVIRONMENT
2. No land disturbance including tree removal is too �!T�IMISION
the limits of disturbance shown on the plans. [18- s
Q . AAEE�tAlUALlr
3. Land clearing and construction contractors shall receive adequategWVOolos ?R
instruction on tree protection requirements and methods. 31dlil �•
[18-457(d)]
4. Protective fencing is to be properly maintained throughout the
duration of the project. (18-458]
5. Any trees and / or areas designated to be protected must be
properly barricaed with fencing and protected throughtout
constuction to insure that no clearing and grading or staging off
materials will occur in those areas. [18-458]
6. No equipment is allowed on the site until all tree protection
fencing and silt fencing has been installed and approved. (18-45a
201P
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10071
DES.: JAK III
CKD.: JST
DRwN.: RDT
DATE: _,,,,,,8,Z23/10
C1

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For each open utility cut of
City streets, a $325 permit
NCDENR PWSS WATER PERMIT M
WATER CAPACITY: GPD
17 c
$
shall be required from the
DWQ SEWER PERMIT #:
BUS �
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City prior to occupancy
SEWER CAPACITY: ___GPD
st o�
and/or project acceptance.
SEWER SHED # AND PLANT: _
W E
SEWER TO FLOW THROUGH NEI: YES or NO (CIRCLE ONE)
RO
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�SITE
IN,
t pvTaH
IMPER 117 0 � :*SPHHAU PA!�(Iac
0
VICINITY MAP
NOT TO SCALE
MSIGNALIZED
INTERSECTION
MICHAEL UNDERWOOD and ASSO,
102 CINEMA DRIVE, SUITE C
WILMINGTON, NC 28403
PHONE: [phone]
FAX: [phone]
FIRM LICENSE NUMBER: C-0615
Approved Construction Plan
Name Date
Planning
Public Utilities
Traffic
Fire
EXISTING BUILDING
KOHL'S DEPARTMENT STORE
FOOTPRINT / ROOF AREA = 89,000 SF
EXISTING DROP INLET w/ SILT SACK
INLET PROTECTION
TOP = 38.44 FIELD VERIFY
LANDSCAPE ISLAND WITH
(1) 3" SHADE TREE MINIMUM.
"DO NOT BLOCK DRIVE"
SIGN
24" WIDE WHITE
PAINTED STOP BAR-'d
STORMWATER MANAGEMENT PLAN
APPROVED
CITY OF WILMINGTON
ENGINEERING DEPARTMENT
DATE PERMIT #
SIGNED
TRACT #2
- A2 SITE DATA
PROJECT ADDRESS.
132 RACINE DRIVE UNIT 85
SITE ZONING:
RB
PROJECT SITE AREA:
2.04 ACRES - TRACT #2 - A2
TAX PARCEL ID NUMBER:
R05013-008-080-000
MAP ID NUMBER:
314818.30.2926.000
LAND DISTURBANCE LIMITS:
11,325 SF (0.26 AC)
CAMA LAND USE CLASSIFICATION:
URBAN
FLOOD ZONE:
THIS PROPERTY IS NOT LOCATED IN A
FLOOD HAZARD AREA
BUILDING USE:
528-NEIGHBORHOOD RETAIL - 9 UNITS
BUILDING AREA:
17,500 SF - 9 UNITS
EXISTING BUILDING FOR PORT CITY JAVA
UPFIT - UNIT B5:
1,800 SF UNIT B5
WITH 35 INTERNAL SEATS AND 8 EXTERIOR SEATS
EXISTING BUILDING HEIGHT:
25'
(35' MAX. HEIGHT FOR RB)
REQUIRED BUILDING SETBACKS:
FRONT - 25 FEET
INTERIOR - 0 FEET
CORNER - 25 FEET
REAR - 15 FEET
EXISTING BUILDING SETBACKS: FRONT - 100.4 FEET
(INTERIOR - 14.3 FEET
REAR - 55.0 FEET
EXISTING BUILDING WATER AND SEWER CAPACITY
PER NCDENR SEWER PERMIT NO. WQ 0013385
MODIFICATION:
PORT CITY JAVA UPFIT UNIT B5 WATER AND SEWER
CAPACITY PER NCDENR SEWER PERMIT NO.
W00013385 MODIFICATON:
PARKING REQUIRED FOR EXISTING 17,500 SF
BUILDING WITH 9 UNITS ON TRACT #2-A2
BASED ON EXISTING AND PROPOSED USES:
7 UNITS ® 13,600 SF RETAIL:
1 UNIT ® 2100 SF RESTAURANT
MICHEANGELOES ITALIAN WITH 40 SEATS:
1 UNIT AT 1800 SF RESTAURANT
PORT CITY JAVA UPFIT WITH 43 SEATS:
TOTAL REQUIRED PARKING BASED ON
EXISTING AND PROPOSED USES:
EXISTING PARKING PROVIDED FOR EXISTING
17,500 SF BUILDING WITH 9 UNITS
TRACT #2-A2
PROJECT SITE DRAINAGE AREA TO STORMWATER
POND NO. 2 APPROVED UNDER NCDENR
STATE STORMWATER PERMIT NO.
SW8 970105 MODIFICATION WITH RENEWAL:
TOTAL EXISTING IMPERVIOUS AREA WITHIN THE
PROJECT SITE AREA TRACT #2-A2 PER
APPROVED SMITH CREEK STATION STORMWATER
MASTER PLAN AND APPROVED NCDENR MASTER
STORMWATER PERMIT SW8 97105 MODIFICATION
WITH RENEWAL:
TOTAL EXISTING IMPERVIOUS AREA WITHIN THE
PROJECT SITE AREA TRACT #2-A2 AFTER
PORT CITY JAVA UPFIT:
LANDSCAPING:
130 GPD / 1000 SF x 17,500 SF = 2275 GPD
130 GPD / 1000 SF x 1800 SF = 234 GPD
OR
43 SEATS x 40 GPD / SEAT = 1720 GPD
1 SPACE
PER
200 SF MAX. =
68
SPACES
1 SPACE
PER
400 SF MIN. =
34
SPACES
1 SPACE
PER
2.5 SEATS MAX.
=
16 SPACES
1 SPACE
PER
4 SEATS MIN. =
10
SPACES
1 SPACE
PER
2.5 SEATS MAX.
=
18 SPACES
1 SPACE
PER
4 SEATS MIN. =
11
SPACES
MAX. =
102
SPACES
MIN. = 55 SPACES
89 EXISTING SPACES
2.04 AC - TRACT #2-A2
1.70 AC / 73,900 SF
1.68 AC / 73,100 SF NET REDUCTION IN
IMPERVIOUS AREA
EXISTING WITH NET INCREASE OF 800 SF
NOTES: m
1. Existing trees and existign vegetation outside the perimeter curbline, and within
the streetyard shall be saved to the extent possible. The contractor is
responsible for meeting with the appropriate City of Wilmington representative
(910-254-0900) onsite to field review the existing trees
prior to beginning any
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construction work. The contractor is responsible for installing
tree protection
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fencing around the existing trees being saved prior to beginning any work. The
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contractor shall sawcut any perimeter tree roots that conflict with grading
operations. See the landscape plan for additional requirements.
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2. Existing boundary, topographic and tree survey information from survey by
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Michael Underwood and Associates, PA and provided by the owner.
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3. The contractor is responsible for field verifying the existing site features,
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elevations and inverts prior to beginning construction. Contact the engineer for
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direction as required during construction.
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4. No known wetlands exist within the project land disturbing limits.
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5. The contractor is responsible for Providing a traffic control plan and installing all
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povement markings, and all
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permanent pavement markings in accordance with
the plans, specifications, MUTCD
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standards, the City of Wilmington, the NCDOT standards, and the project permit
approvals.
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6. The contractor is responsible for coordinating the removal, replacement or
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relocation of existing utilities with the applicable utility owner.
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7. 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
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plans and in the specifications. In addition to the erosion control measures
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specified, the contractor shall install erosion control blankets/turf reinforcement
mats in accordance withe the manufactures recommendation as required where
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normal seed/sod stabilization is unsuccessful. The contractor shall coordinate
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with the owners representative to determine who is responsible for providing the
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rmanent stabilization measures and the type of permanent measures prior to
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permanent stabilization measures shall be in placed
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acceptable tothe owners representative and engineer prior to project
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8. The contractor is responsible for repairing or replacing any cracked or damaged
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sidewalk panels and curb and gutter adjacent to or on the site. This includes
damaged
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any existing walks or walks damaged during construction.
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9. Dimensions noted are from the face of curb / sidewalk to the face of curb
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/ sidewalk unless otherwise shown.
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10. The contractor is responsible for installing the parking signs, traffic signs
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and pavement markings in accordance with the MUTCD standards. The
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contractor shall coordinate this work with the owner representative prior to
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bidding and construction as required.
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11. This site is approved under State Storm Water Permit No. SW8 970105
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CITY OF WILMINGTON SITE FIRE PROTECTION NOTES:
1. Landscaping or parking cannot block or impede the FDC or fire hydrants. A 3
foot clear space shall
be maintained around the circumference of the hydrant and
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FDC.
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2. Hydrants must be located within 8' of the curb.
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3. New hydrants must be available for use prior to construction of the building(s).
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5. Underground fire line must be permitted and inspected by the Wilmington Fire
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Department from the public right-of-way
to the building. Contact Wilmington Fire
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Department Division of Fire and life Safety at 910-343-0696 for additional
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information.
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6. A minimum o ee s a separo a un erground fire lines or private water
mains from other underground utililties.
CITY OF WILMINGTON TREE PROTECTION NOTES:
1. Regulated and significant trees in the street yard [18-456(c)] and any trees in
any required buffers [18-456(d)] are required to be retained.
2. No land disturbance including tree removal is to occur outside the limits of
disturbance shown on the plans. [18-457(b)]
3. Land clearing and construction contractors shall receive adequate instruction on
tree protection requirements and methods. [18-457(d)]
4. Protective fencing is to be properly maintained throughout the duration of the
project. (18-458]
5. Any trees and / or areas designated to be protected must be properly barricade
with fencing and protected throughout construction to insure that no clearing and
grading or staging of materials will occur in those areas. [18-458]
6. No equipment is allowed on the site until all tree protection fencing and silt
fencing has been installed and approved. [18-458]
CAPE FEAR PUBLIC UTILITY AUTHORITY STANDARD NOTES:
1. Project shall comply with CFPUA cross connection control requirements. Water
meter(s) cannot be released until all requirements are met and the state has
given their final approval. call 332-6558 for information.
2. 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 developers side of the water meter box.
3. Any irrigation system supplied by CFPUA water shall comply with the CFPUA cross
connection control regulations. Call 332-6558 for information.
4. Any backflow prevention devices required by the CFPUA will need to be on the
list of approved devices by USCFCCCHR or ASSE.
5. When PVC water mains and/or polyethylene services are proposed, the pipes are
to be marked with no. 10 single strand insulated copper wire installed the entire
length and strapped to the pipes with duct tape and secure to all valves. The
insulated wire is to be stripped to bare wire and secured to all valves. This wire
is to be accessible at all fire hydrants and water meter boxes to aid in future
location of facilities. ��//
6. Water and sewer service cannot be activated on new mains until engineer'sAPPROVED
certification and as-builts are received and "final approval" issu I
supply section of NCDENR and "final engineering certification" issued 6' JI§Tdh'����RONL
ME�Ti
water quality of NCDENR. 'UMNA;EINEN "'OMMISSION
7. Use National Standard Valves. ""VISION
i ; `r' p,UALI
""VISI N ;..I~ WRIER 9
LEGEND
PROPERTY LINE
�LDL
LAND DISTURBANCE LIMITS
39.42
EXISTING SPOT ELEVATION. FIELD VERIFY ALL EXISTING ELEVATIONS
PRIOR TO BEGINNING ANY WORK.
4D.sD
PROPOSED FINISHED GRADE SPOT ELEVATION. FIELD VERIFY ALL
PROPOSED ELEVATIONS PRIOR TO BEGINNING ANY WORK.
41.00
PROPOSED TOP OF CURB OR TOP OF WALK SPOT ELEVATION. FIELD
VERIFY ALL PROPOSED ELEVATIONS PRIOR TO BEGINNING ANY WORK.
EROSION CONTROL INLET PROTECTION AROUND EXISTING / PROPOSED
®
DROP INLETS / CATCH BASINS
EXISTING STORMDRAIN LINE'S
NEW 24" CONCRETE CURB AND GUTTER. FIELD VERIFY AND MATCH
THE EXISTING CURB AND SIDEWALK ELEVATIONS. INSTALL FOR
A
POSITIVE DRAINAGE.
NOTE: NO NEW WATER OR SEWER SERVICES IS REQUIRED SCALE: 1 " = 30'
AT THIS TIME. THE
PORT CITY JAVA UPFIT WILL MAKE
USE OF THE EXISTING WATER AND SERVICES FROM
PAST RESTAURANT
USE. 0 15 30 60 90
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10071
DES.: JAK III
CKD.: JST
DRWN.: RDT
DATE: _.-8/23/10
C 2

2'-0" /24"
ASPHALT
TYPE A STONE
1 1/2"R NOTES:
1. SIDEWALK THICKNESS HA L BE 4" UNLESS NOTED OTHERWISE.
2. CONTRACTION JOINTS (C.J.) SPACE SAME AS SIDEWALK WIDTH.
3. THICKEN SIDEWALK TO 6" AT DRIVEWPYS.
4. THICKEN SIDEWALK TO 6" IN LAST 3 WHERE IT ABUTS PAVEMENT 1
WITH NO CURB. /8"R TOOLED
5. 1/2" EXPANSION JOINT (E.J.) REQUIRED AT 30' MAX. AT SIDEWALK JOINT
JUNCTIONS, AT STRUCTURES, AND AS NOTED ON SITE PLAN.
6. PROVIDE A LAYER OF 15# BLDG. FELT BETWEEN WALK AND ADJACENT
PARALLELING CURB OR STRUCTURE.
7. REINFORCE w/6x6-10/10 W.W.M.
FLOW LINE CURB SECTION
W17-
NOTE CURB TYPE DEPENDS ON GRADES SHOWN
ON GRADING PLAN. GRADES INDICATING
FAIL AWAY FROM CURB SHALL BE SPILL
OFF TYPE CURB. GRADES INDICA7ING CURB
ACCEPTING FLAW SNAIL BE FLOW LINE TYPE
CLASS A
ASPHALT -
TYPE A STONE
COMPACTED SUBGRAC
3R o
a
1/2"R
SPILL OFF CURB SECTION
NTS
NOTE CURB TYPE DEPENDS ON GRADES SHOWM
ON GRADING PLAN. GRADES INDICATING
FALL AWAY FROM CURB WALL BE SPILL
OFF TYPE CURB. GRADES INDICATING CURB
ADCEPRNG FLAW SOIL BE FLOW LINE TYPE.
2" NCDOT SF 9.5A
ASPHALT PAVEMENT
-6" NCDOT ABC STONE
NOTE: PAVEMENT SECTION MAY VARY DEPENDING
UPON FIELD CONDITIONS. CONTRACTOR SHALL
COORDINATE W/OWNER & GEOTECHNICAL ENGINEER
TO DETERMINE ACTUAL PAVEMENT SECTION.
ON SITE ASPHALT PAVEMENT SECTIOF
SAWCUT EXISTING
ASPHALT PAVEMENT
TRENCH WIDTH AS
REQUIRED. SEE
NOTES BELOW.
NEW ASPHALT PAVEMENT
SURFACE COURSE. SEE
NOTES BELOW.
EXISTING ASPHALT PAVEMENT
SURFACE COURSE
....,.. :..'.
9" MIN. O
a o O�
ABC BOO
OSTONE O
COMPACTED
BACK FILL
�,Illlil:7l7
ASPHALT PAVEMENT REPAIR DETAIL
NTS
NOTES:
1. ASPHALT PAVEMENT REPAIR ON NCDOT ROADS SHALL COMPLY WITH THE
APPUCABLE NCDOT DRIVEWAY PERMIT AND ENCROACHMENT APPROVALS.
THE ASPHALT PAVEMENT REPAIR SHALL BE 2" MINIMUM OF SF 9.5A SURFACE
COURSE ON 9" MINIMUM OF ABC STONE IN ACCORDANCE WITH THE LATEST
NCDOT STANDARD SPECIFICATIONS.
2. ASPHALT PAVEMENT REPAIR IN OTHER AREAS SHALL BE 2" MINIMUM OF 1-2/1-1
SURFACE COURSE ON 9" MINIMUM OF ABC STONE IN ACCORDANCE WITH THE
LATEST NCDOT STANDARD SPECIFICATIONS.
3. ALL SAWCUT ASPHALT PAVEMENT REPAIRS SHALL BE COMPLETED THE SAME DAY
IN WHICH THE SAWCUT IS ORIGINALLY MADE.
t2" EXPANSION
TINT MATERIAL
EXPANSION JOINT (E.J.)
1/4'kt" DEEP w/AN
�1/8"R TOOLED JOINT
ke
CONTRACTION JOINT C.J.
ELM
SIDEWALK JOINT DETAILS
NTS
CONCRETE ORv ERMA
SIDEWALK OR Pf]iMA
48" MIN. INSTALLED
LANDSCAPE AREA Q"M�C�•
OR PERMANENTLY<PLAN
R„
INSTALLED ELEMENT.IF PEDESTRIANS DO NOT CROSS THE CURB
CUT, THEN SIDE FLARES ARE NOT REQUIRED
AND CURB ON BOTH SIDES MAY RETURN FOR
FULL DEPTH OF THE CURB CUT.
• SEE NOTES ON DETECTABLE WARNING
v7" \
'8• n
.• < 5�0P�
IF CURB HEIGHT IS 6", THEN:
"P "81" - 0 1:10 MAXIMUM SLOPE, SIDE
FLARE "A" IS 60" MINIMUM.
PLAN "B2" - �E2 A IS UM SLOPE, 72" MINIMUM.SIDE
For each open utility cut of
City streets, a $325 permit
shall be required from the
City prior to occupancy
and/or project acceptance.
NCDENR PWSS WATER PERMIT #:
WATER CAPACITY: GPD'.
DWQ SEWER PERMIT #:
SEWER CAPACITY: GPD'.
SEWER SHED # AND PLANT:
SEWER TO FLOW THROUGH NEI: YES or NO (CIRCLE ONE)
Approved Construction Plan
Name Date
Public Utilities
Traffic
TEMPORARY / PERMANENT GRASSING DETAIL
1. Chisel compacted areas and spread topsoil 3 inches deep over adverse soil conditions.
2. Rip the entire area to 6 inch depth.
3. Remove all rocks, roots and other obstructions leaving surfaces smooth and uniform.
4. Apply agricultural lime and fertilizer uniformly and mix with soil.
lime: 45 Ibs per 1000 s.f.
phosphorous: 20 Ibs per 1000 s.f.
fertilizer: 17 ibs per 1000 s.f.
5. Continue tillage until a well pulverized, firm, uniform seed bed is prepared 4-6 inches deep.
6. Seed on a freshly prepared seed bed and cover seed lighly.
2-3 Ibs per 1000 s.f. (see mixture below)
7. Mulch immediately after seeding and anchor mulch.
Grain straw & hay at 75 to 100 Ibs per 1000 s.f.
Wood chips at 500 Ibs per 1000 s.f.
Jute and mesh as per manufacturer
8. Asphalt for anchoring mulch shall be type ss-1 emulsion and applied at a rate of 1000 gallons
per acre for slope stabilization, and 150 gallons per ton of straw for anchoring straw.
9. inspect all seeded areas and make necessary repairs or reseed within the planting season, if
possible. If grass stand should be over 60% damaged, reestablish following original lime, fertilizer
and seeding rates.
10. Consult conservation inspector on maintenance, treatment, and fertilization after permanent cover is
established.
11. Seed for temporary and permanent applications shall be:
20% Carpet grass
24% Bermuda grass
20% Turf fescue
10% Creeping red fescue
24% Annual rye grass
*Bermuda seed shall be hulled for warm weather planting. Purity of seed shall be a minimum of
98% and germination shall be a minimum of 85%.
All disturbed area shall be seeded within 15 days of the completion of grading.
Consult conservation engineer or soil conservation service for additional information concerning
other alternates for vegetation of denuded areas. The above vegetaion rates are those which do
well under local conditions, other seeding schedules may be possible.
4" SIDEWALK CUT 3"R
OR TOOLED v
3000 PSIJOWLS -I 1 4"
CONCRETE 1 8':1' I
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6x6-10/10 W.W.M. COMPACTED " •�,� .
suBGRADE GRATE
4' 6"
SECTION
CONCRETE SIDEWALK CONTROL JOINT
1/2" ASPHALTIC PREFORMED 3'R
D PANSION JOINT
12"
N
Tree
W.W.M.6x6-10/10 COMPACT ED
SUBGRADE
"
I1 IT.,
SECTION �o j
WHEEL CHAIR RAMP
TYPICAL SIDEWALK AND
WHEEL CHAIR RAMP DETAIL
NTS
Dripline
NOTE:
RAMP SHALL HAVE A DETECTABLE WARNING COMPLYING WITH ADA GUIDELINES:
1. The detectable warning shall extend the full width and depth of the curb
3' Minimum Stake
romp.
-
Height Above Grade
2. Detectable warnings shall consist of raised truncated domes with a
diameter of nominal 0.9 in (23 mm), a height of nominal 0.2 in (5 mm)
Protective Barrier
and a center -to -canter spacing of nominal 2.35 in (60 mm) and shall
- �-
contrast visually with adjoining surfaces, either light -on -dark, or
�_
dark -on -light. The material used to provide contrast should contrast by at
least 70% - Refer to ADA Guidelines for definition of "Contrast.
3. The material used to provide contrast shall be an integral part of the
walking surface. Detectable warnings used on interior surfaces shall differ
METHOD OF TREE PROTECTION NTS
from adjoining walking surfaces In resiliency or sound -on -cane contact.
CLEARLY mark the trees to be saved prior to construction and
erect a protective barrier at the dripline.
Dripline-The area of soil directly beneath the tree extending out
to the tips of the outermost branches.
I
E.S.
M N W
MIN. 14 GA. 6x6 0 I-. U
MESH FOR iv Z ¢ [Z m
STANDARD ,
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-- -STEEL POST
-WIRE MESH FOR
STANDARD FABRIC
-STANDARD OR EXTRA
STRENGTH FILTER FABRIC
,DIRECTION OF WATER FLOW
ANCHOR FABRIC SKIRT
MIN. 8" DEEP & 4" WIDE.
NOTES: " ' '
1. SYNTHETIC FENCE FABRIC SHALL BE MIN. OF 30" IN WIDTH WITH 30
LB/IN TENSILE STRENGTH FOR STANDARD FABRIC AND 50 LB/IN FOR
EXTRA STRENGTH.
2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS ARE NECESSARY,
LAP FABRIC POST TO POST.
3. STEEL POST SHALL BE MIN 4' IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
TEMPORARY SILT FENCE
NOT TO SCALE
SILT SACK
NTS
STORMWATER MANAGEMENT PLAN
APPROVED
CITY OF WILMINGTON
ENGINEERING DEPARTMENT
DATE PERMIT #
SIGNED
TRAPS,
i1DES.
REMOVAL FLAP POCKETS,
TYPICAL 4 SIDES.
NOTES:
1. THE CONTRACTOR IS RESPONSIBLE FOR FIELD
VERIFYING THE OPENING SIZE OF THE EXISTING OR
PROPOSED CATCH BASIN OR DROP INLET. THE
SILTSACK WILL BE MANUFACTURED TO FIT THE OPENING
OF THE EXISTING OR PROPOSED CATCH BASIN OR
DROP INLET.
2. TO INSTALL THE SILTSACK IN THE CATCH BASIN,
REMOVE THE GRATE AND PLACE THE SACK IN THE
OPENING. HOLD OUT APPROXIMATELY SIX INCHES OF
THE SACK OUTSIDE THE FRAME. THIS IS THE AREA OF
THE LIFTING STRAPS. REPLACE THE GRATE TO HOLD
THE SACK IN PLACE.
3. THE SILTSACK IS FULL AND SHOULD BE EMPTIED
WHEN THE RESTRAINT CORD IS NO LONGER VISIBLE.
4. TO REMOVE THE SILTSACK, TAKE TWO PIECES OF 1"
DIAMETER REBAR AND PLACE THROUGH THE LIFTING
LOOPS ON EACH SIDE OF THE SACK TO FACILITATE
THE LIFTING OF THE SILTSACK.
5. TO EMPTY THE SILTSACK, PLACE IT WHERE THE
CONTENTS WILL BE COLLECTED. PLACE THE REBAR
THROUGH THE LIFT STRAPS (CONNECTED TO THE
BOTTOM OF THE SACK) AND LIFT. THIS WILL TURN THE
SILTSACK INSIDE OUT AND EMPTY THE CONTENTS.
CLEAN OUT AND RINSE. RETURN THE SILTSACK TO ITS
ORIGINAL SHAPE AND PLACE BACK IN THE BASIN.
SILTSACK MANUFACTURED
BY AFC ENVIRONMENTAL
INC. OR APPROVED EQUAL.
SITE WORK NOTES
LY
1. The contractor shall visit the site to become familiarized with field construction conditions.
0
z
2. Contractor shall coordinate work within ncdot and local right of ways with proper 0
authorities and shall meet any requirements as to traffic control and connection to o
existing streets. Qo a
3. Clearing and grubbing: Remove all trees as required unless otherwise noted to remain.
Remove all stumps, roots, shrubbery, asphalt, concrete, structures, buried utilities, om
storage tanks, etc. within limits of construction. DO
4. Stripping: Before excavating or filling, remove all topsoil, wood, leaves, and any other
unsuitable material. '
Cl
5. Mucking: Remove any soft, organic silt materials and existing buried construction debris
as required and fill to subgrade elevations with a clean select -fill compacted as F-
specified. Q
6. Disposal: Cleared, grubbed, stripped or excavated spoil shall be removed from site and L0
disposed of in accordance with all applicable local and state codes.
7. Borrow material: The contractor shall furnish borrow material required from off site and I- Z F- )-
obtain all required permits associated with borrow operations. O Z _O lL a Z
~U
8. Fill and compaction: After stripping, those areas designated to receive fill should be Q � W
proofrolled with a 10-ton vibratory steel wheeled roller to compact the top 8 inches to C) F- Q � Z
at least 98% of maximum density at optimum moisture content. Any areas which z ] Er
pumps or ruts excessively should be undercut and replace with a clean, silty or clayey Y Q Q Z
sand having a unified soil classification of sp, sm or sc. Q W Fill material 5 feet outside of building areas shall then be placed in layers not to exceed 8 U) W W O
z 0
inches and compacted to at least 95% of the standard proctor maximum dry density. J CC F- C3r
Fill materials within building areas to o line outside the building areas shall be placed Z
in layers not to exceed 8 inches and compacted to at least 98% of the standard Q
proctor maximum dry density (ASTM D-698) with the upper 12 inches of subgrade (-
being compacted in 6 inch layers to 100% of the standard proctor maximum dry W N J
density. CV)Q a
In areas where no structural fill is to be placed, the upper 12 inches of in -place subgrade
should be compacted to at least 98% of the standard proctor maximum dry density. If
the material is too dry to compact to the required density each layer shall be wetted
in accordance with compaction requirements. If the material is too wet to secure
cc
proper compaction, it shall be harrowed repeatedly or otherwise aerated with suitable o
equipment until optimum moisture content is obtained. Fill shall be placed in such a x
manner that the surface will drain readily at all times. see structural notes and soils w
report for additional requirements. w w ¢ m
a
9. Layout: The contractor shall provide all layout required to construct his work. a:¢ ¢ N w
W Lu 0
10. The contractor is responsible for the location and protection of existing utilities during w r2 > 0 z
construction. p z Q a
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11. Existing boundary, topographic and tree survey information from survey by others and 6 W z ¢ o
provided by the owner. Z Lu ~ aLU
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12. The contractor shall verify dimensions at jobsite. O vii G. 3 LW-
13. The contractor is responsible for the coordination of relocation or disconnection of all
existing utilities with applicable agencies and authorities.
14. All pavement and base materials and workmanship shall conform to ncdot standards. J
15. Water and sewer services shall be install the meet local and state plumbing codes. J U
Meter and taps shall meet all local requirements. Q Z rn rn
I I
16. All areas shall be graded for positive drainage. � t It17. Contractor shall note that earthwork quantities are his responsibility. Plans do not N 00 m
represent a balanced earthwork condition. = W a, o, y
18. Reinforced concrete pipe shall be Class III with rubber gasketed joint or "ram neck" F t11 UJ
unless otherwise specified on the plan. install per manufacturer's requirements. Z =
0.. LL O
EROSION CONTROL NOTES AND MAINTENANCE PLAN (� _
1. All erosion and sediment control measures will be checked for stability and operation
W Z o
following every runoff -producing rainfall, but in no case, less than once every week and Y W w 00
00
within 24 hours of every half -inch rainfall. N� �R I- L)
in Z
2. All points of egress will have construction entrances that will be periodically top -dressed
with an additional 2 inches of #4 stone to maintain proper depth. They will be Y ? Y 0
maintained in a condition to prevent mud or sediment from leaving the site. F.
Immediately remove objectionable material spilled washed or tracked onto the 2 Z
construction entrance or roadways. J N
rn 3
3. Sediment will be removed from hardware cloth and gravel inlet protection, block and (n
gravel inlet protection, rock doughnut inlet protection and rock pipe inlet protection ��++ Z
when the designed storage capacity has been half filled with sediment. Rock will be 1,1.
cleaned or replaced when the sediment pool no longer drains as designed. Debris will O iD
be removed from the rock and hardware cloth to allow proper drainage. Silt sacks will /1
be emptied once a week and after every rain event. Sediment will be removed from Z V
around beaver dams, dandy socks and socks once a week and after every rain event.
4. Diversion ditches will be cleaned out immediately to remove sediment or obstructions
from the flow area. The diversion ridges will also be repaired. Swales must be
temporarily stabilized within 21 calendar days of cease of any phase of activity
associated with a Swale.
5. Sediment will be removed from behind the sediment fence when it becomes half-filled.
The sediment fence will be repaired as necessary to maintain a barrier. Stakes must
be steel. Stakes spacing will be 6 feet max. with the use of extra strength fabric,
without wire backing. Stake spacing will be 8 feet max. when standard strength fabric
and wire backing are used. If rock filters are designed at low points in the sediment
fence, the rock will be repaired or replaced if it become half -full of sediment, no longer drains as designed or is damaged. 10071.1
6. Sediment will be removed from sediment traps when the designed storage capacity h�Ty��
been half filled with sediment. The rock will be cleaned or replaced when the sedim ##''�« v^,\+ f� ��pp 7 DES.: JAK III
pool no longer drains or when the rock is dislodged. Baffles will be repaired or. I W1vtl��SJNIYl��1 CKD.: JST
replaced if they collapse, tear, decompose or become ineffective. They wlRi, I 'ACC 9NliSS�ON
promptly. Sediment will be removed when deposits reach half the height dui I C s DRWN.: RDT
baffle. Floating skimmers will be inspected and kept clean weekly
.'1N�""
`o'vICi� iiALIT
� I DATE: 8/23/10
7. Sediment will be removed from the sediment basin when the design storage cad cl y e +ee
has been half filled with sediment. Rock will be cleaned or replaced when the ����wow .°
sediment pool no longer drains or if the rock is dislodged. Baffles will be repaired or
replaced if they collapse, tear, decompose or become ineffective. They will be replaced
promptly. Sediment will be removed from baffles when deposits reach half the height
of the list baffle. Floating skimmers will be inspected weekly and will be kept clean.
pp
8. All seeded areas will be fertilized, reseeded as necessary and mulched according to V�
specifications in the vegetative plan to maintain a vigorous, dense vegetative cover. All . "•.. ; �, •"
slopes will be stabilized within 21 calendar days. All others areas will be stabilized•yy't0'
within 15 working days.
9. Flocculants will be used to address turbidity issues. The pumps, tanks hoses and inject
systems will be checked for problems or turbid discharges daily.
zo
C 3

1
SITE DATA
SITE NAME AND AREA:
OUTPARCEL NO. 4A - 2.06 ACt
MAP BOOK 40 PAGE 90.
OWNER/PERMITTEE:
CLOS PROPERTIES, LLC.
USE:
LAND ROVER CAPE FEAR
NC DENR OFFSITE SYSTEM
SW8 000719 MOD.
STORMWATER PERMIT:
1
DRAINAGE AREA AND POND:
2.06 AC - POND NOA
BUILT UPON AREA:
1.52 AC / 66,320 SF PROPOSED
0.33 AC / 14,440 SF FUTURE
TOTAL BUILT UPON AREA:
1.85 AC / 80.760 SF O 90.00%
SITE DATA M I T HCREEKSTATION
SITE NAME AND AREA: OUTPARCEL NO. 1�\ - 3.05 A t
\ MAP BOOK RAGE \
i� •� � \ OWNER/PERMITTEE: EASTW� HOTEL GapUP, LLC. \
\` USE: SW8 07N INN \\\ R M WAT E R MASTER STO PLAN
\`\ \ NC DENR OFFSITE SYSTEM SW8 07031� \
STORMWATER PERMIT: \
► \ \ 3.05AC-P DN0.1 \
►a \ \ DRAINAGE AREA AND POND:
° \ , BUILT UPON AREA:
►� 9\ 1.99 AC/8629 SF - EXISING
0.76 AC / 367 SF - FUTUF
\
\
b
► t \ \
\ � •\ � TOTAL BUILT UPON AREA: 2.75 AC/119,572 SF\O 90.00%
► ► R�W� • \
► •\ � SITE DATA
`• \ SITE NAME AN AREA: ARCEL NO. 2A - 2.82 AC f
ACCESS/INGRESS/EGRESS
► ENT FOR MAP OOK 5457 PAGE 1421
EASEM
► 1 ► ' ,, O �1\• OUTPARCEI,, #1A OWNER/PERMITTEEo \ WILD C E\EK, LLC.
SO IVATE) USE: BUFFALO\,
WINGS GRILL AND BAR RESTAURANT
N' ► • oO\ NC DENR OFF SITE SYS M
a" E M;,� ► IQ\• STORMWATER PERMIT: �W8 100303
NOW OR FORMERLY , 0 €' , ``� �'9Q \
"M.W MARSHBURN" ► �$� � DRAINAGE AREA AND POND: � 2.�2\AC -POND 0. 1
► \ • Z ♦ \. \ 1.93 �tC / 84,251 S� -PROPOSED
BUIL ON AREA:
WILL BOOK 0 PAGE 504 i \ , Z ® ; � \• 0.60 AL\/ 26,000 SF FUTURE
► o \ \ AL BUILT UPON AREA b i A
STORMWATER POND NO. 1: ,b. 2.53 AC/11 251
NC DENR MASTER STORMWATER PERMIT NO. SW8 970105 �.
MODIFICATION WITH RENEWAL • �', `;. �#1
0 cr L \ \ R \ \•
TOTAL DRAINAGE AREA: 18.65 AC I�, P STORN(IiATEf� POND \ S;
TOTAL BUILT UPON AREA: 15.80 AC / 688,248 SF \OUTPARCEL 4q AINAGt
CRES +/� , ,• \ D ION LIN y \• �O
NC DENR STORMWATER PERMIT NO.
SW8 970105 SITE DATA SUMMARY
TOTAL SHOPPING CENTER SITE AREA:
37.97 AC
TOTAL SHOPPING CENTER DRAINAGE AREA:
37.97 AC
STORMWATER POND NO, 1:
TOTAL DRAINAGE AREA:
18.65 AC
TOTAL PERMITTED BUILT UPON AREA:
15.80 AC / 688,248 SF
TOTAL EXISTING, PROPOSED OR FUTURE
15.80 AC / 688,286 SF
ALLOCATED BUILT UPON AREA:
STORMWATER POND NO, 2:
TOTAL DRAINAGE AREA:
19.32 AC
TOTAL PERMITTED BUILT UPON AREA:
16.26 AC / 708,286 SF
TOTAL EXISTING, PROPOSED OR FUTURE
ALLOCATED BUILT UPON AREA:
15.80 AC / 688,095 SF
TOTAL UNALLOCATED / EXTRA
0.46 AC / 20,191 SF
BUILT UPON AREA:
TOTAL: 16.26 AC / 708,286 SF
1 �30 A \ :I r, A •\ \ O SITE DATA
1 P \ ► $k �, S av �•\ \ \, �090 \ SITE NAME AND AREA: MAP OUTPARNO. 5R
CEL
PAGE 19317 AC t
SITE DATA A \ \ \ a
SITE NAME AND AREA: OUTPARCEL NO. 4B - 1.30 ACt ► \ !,
=;.//VCS e(/ �''I°� \ \ OWNER/PERMITTEE: 88 SOHO, LLC.
MAP BOOK 40 PAGE 90. ► �, � •
OWNER/PERMITTEE: SMITH CREEK RETAIL, LLC. , \ �. `• �^ ✓e ''r' PAR �y # \'\ � USE: HIRO JAPANESE STEAKHOUSE
USE: EXISTING STORMWATER POND NO. 1 fl J ? \ \ ► , \ ® E �F ; S `� \ \ NC DENR EROFFSITEPER SYSTEM SW8 021113
NC DENR MASTER SW8 970105 MODIFICATION WITH RENEWAL ► ` = N v \ \ STORMWATER PERMIT:
"•B'ws `
STORMWATER PERMIT: \ \ . -/ \ DRAINAGE AREA AND POND: 1.17 AC - POND NO. 1
\ � ` � ; , Y, \
/ • s BUILT UPON AREA: 0.87 AC f 38,100 SF - EXISTING
1.30 AC - POND NO. 1 HIRO \
DRAINAGE AREA AND POND: 1 • i!!
1.30 AC -POND N0. 1 .,.
/' � .. 1 `= � � / JAPANESE / !^ \ �\ \ 0.07 AC / -FUTURE
BUILT UPON AREA: N/A 'C� \ ��� ` � •m STEAKHOUS ♦� \
► TOTAL BUILT UPON AREA 2,672 SF
AC/40,772 SF O 80.00%
4
\1 � � , � TEXAS ,SITE DATA
NOW OR FOMERLY o TRA T I I N) OADHOUS \ \- SITE NAME AND
"VANN 1804 PAGE 54_ 7 ' 1 +/- T / 0 - \ MAP BOOK 39 PAGE 374
u N AC - �' / 11 /o ' A" OWNER/R€RMITTEE: \ TEXAS ROADHOUS HOLDINGS, LLC.
J p� Zvi
�0co 1
0
SITE DATA
Z`0
SITE NAME AND AREA:
TRACT NO. 1R (3RD REVISION) - 10.26 AC t TOTAL
\
MAP BOOK 46 PAGE 378
OWNER/PERMITTEE:
HD DEVELOPMENT OF MARYLAND, INC.
�
USE:
THE HOME DEPOT
►
•
NC DENR OFFSITE SYSTEM
SW8 071007
1
STORMWATER PERMIT:
DRAINAGE AREA AND POND:
9.05 AC - POND NO. 1
1.21 AC - POND NO. 2
►
BUILT UPON AREA:
8.31 AC / 362.200 SF - EXISTING - POND NO. 1
,
0.06 AC / 2,397 SF - FUTURE - POND NO. 1
►
1.08 AC / 47,100 SF - EXISTING - POND NO. 2
0.06 AC / 2,558 SF - FUTURE - POND NO. 2
STORMWATER POND
DRAINAGE AREA
TOTAL BUILT UPON AREA:
8.37 AC / 364,597 SF - POND NO.1 O 92.49%
)IVISION LINE
1.14 AC / 49,658 SF - POND NO.2 O 94.21%
1
NOW
OR FORMERLY =_
,BREN O1859
BOOK
1403 PAGE
SITE DATA
SITE NAME AND AREA:
TRACT NO. 3 (REVISION) - 5.15 AC t
MAP BOOK 46 PAGE 378
OWNER/PERMITTEE:
SMITH CREEK RETAIL, LLC.
USE:
GOLDS GYM AND FUTURE RETAIL BUILDING PAD
NC DENR MASTER
SW8 970105 MODIFICATION WITH RENEWAL
STORMWATER PERMIT:
DRAINAGE AREA AND POND:
5.15 AC (INCLUDES POND NO. 2 AREA) - POND NO. 2
BUILT UPON AREA:
3.20 AC / 139,392 SF - EXISTING
0.40 AC / 17,424 SF - FUTURE
TOTAL BUILT UPON AREA:
3.60 AC/156,816 SF O 69.90% (INCLUDES POND NO. 2 AREA])
STORMWATER POND
NO. 2:
NC DENR MASTER
STORMWATER PERMIT NO. SW8 970105
MODIFICATION WITH
RENEWAL
TOTAL DRAINAGE AREA: 19.32 AC TOTAL BUILT UPON
AREA: 16.26 AC /
708,286 SF
ORRIS
KUSKE & TUNSTALL
ONSULTING ENGINEERS, INC.
902 MARKET STREET PHONE [phone]
WILMINGTON, NC, 28401 FAX [phone]
[e-mail]
i 0. 2 \ \ USE: \S ROADHOUSE RESTAURANT
(l\e O • \ \ N DENR/OFFSITE
ENR OFF I EMIT: M SW8 000418
IN POND NO 1 6 N R
DA 1 = c� >p \ \ RAIN/IGE AREA AND POND: 1.11 AC - POND NO. 2
DME DEPOT O 1 C}11 \ \ / �1CT UP N AREA: 0.05 AC % 1994 SF F FUTURE
NG
OUTPA E
O T 1 N A S /- \ \ TO BUILT UPON AREA: 1.00 AC/43,516 SF O 90.00%
7 C + T 0. /
C ALPHA
RAPHIC
► • \ ,./ SITE DATA
SITE NAME AND AREA: OUTPARCEL NO. 3R - 1.25 AC t
�R SO o . ' \ \ / RIN MAP BOOK 39 PAGE 360
KOHLS• • �� ° w /' OWNER/PERMITTEE: STONE INVESTMENTS, LLC.
. • - a / / / USE: ALPHA GRAPHICS
• • •' O� ' �hLc
NC DENR OFFSITE SYSTEM
M/ / SW8 000840
� ISTING SHOPS / - STORMWATER PERMIT
FUTURE RETAIL DRAINAGE AREA AND POND: 1.25 AC - POND NO. 2
`'\ T - 036 SF _
BUILDING PAD ACT -A2 / / / / BUILT UPON AREA: 0.32 AC % 13,0.80 AC �969 SF - FUTURE
G
5• ION + - ,
��!� ACR /
POND RE ► D NO 2 GYM TOTAL BUILT UPON AREA: 1.12 AC/49,005 SF O 90.00%
•� / " /
m GOLDS -
i
/ SITE DATA 'APPROVED a ¢ ww
1 ,1 c SITE NAME AND AREA: TRACT N0. 2R - 7.76 AC t TOTAL �fg�-y,q� r•{`p z a-
a�a \ MAP BOOK 44 PAGE 155°LI . �tl13S 31VIV76VICl6 t w ng m z ¢
1 q{< 00 m dW N
,,1\`11 , i ♦ ': 1'i6 '4i �p �CC w°".z w0 wZ=K z
♦ OWNER/PERMITTEE: KOHL'S DEPARTMENT STORES, INC.[�`�%��' ;"°t�E�II�� 3I�
' .. Irk
USE: KOHL'S ��ii C), 4 LS? ° m Q,00 F- vi w U
NC DENR OFFSITE SYSTEM SW8 077008 w O 0= w w ¢ O z¢ 0 N Y
fO M MR POND / / ` STORMWATER PERMIT: ¢ `f-1 p r W z
o d ¢ N p
0.37 AC -POND N0. 1 ►► � 3 W 0 3 0 3 Ld w y
DRAINAGE AREA AND POND: 7,39 AC - POND NO. 2 ®®♦�A- lam ,°� o Y o o a z 2 N
/ 0.30 AC / 13,068 SF EXISTING - POND NO. 1 •° 6� o_ a O n. o of a it 0 ir
SITE DATA BUILT UPON AREA: to a cn m to a U K
6.30 AC / 274,428 SF EXISTING -POND N0. 2 m $ z
SITE NAME MID AREA: TRACT N0. 2-A2 - 2.04 AC f o 0
MAP BOOK 44 PAGE 155 TOTAL BUILT UPON AREA 0.30 AC / 13,068 SF - POND NO. 1 O 81.08% Oaf e N o
6.30 AC / 274,428 SF - POND NO. 2 O 85.25% ! �r� �_ i° o o N OWNER/PERMITEE: SMITH CREEK RETAIL, LLC. •. • • >` M M
USE: RETAIL SHOPS ,� ♦j
\ NC DENR MASER ,7 N m
STORMWATEF PERMIT: SW8 970105 MODIFICATION WITH RENEWAL
DRAINAGE InA AND POND: 2.04 AC - POND NO. 2
BUILT LIP% AREA: 1.70 AC / 73,900 SF - EXISTING LEGEND
TOTAL BUF.TUPON AREA: 1.70 AC/73,900 SF O 83.33%
PROPERTY LINE
STORMWATER POND DRAINAGE
SITE PLAN � �- v,-, ,, AREA DIVISION LINE
1"=100'
24�2 SI TORMWATER POND OUTLINE

SITE DATA
1 440
SITE NAME AND AREA:
OUTPARCEL NO. 4A — 2.06 ACt
MAP BOOK 40 PAGE 90.
OVMER/PERMITTEE:
CLOS PROPERTIES, LLC.
USE:
LAND ROVER CAPE FEAR
NC DENR OFFSITE SYSTEM
SW8 000719 MOD.
STORMWATER PERMIT:
DRAINAGE AREA AND POND:
2.06 AC — POND NO.1
BUILT UPON AREA:
1.52 AC / 66.320 SF PROPOSED
SF FUTURE
SITE DATA CREEKSTATION
\ SITE NAME AND AREA MAP OUTPBOOK ARCEL N0. t AGE — 3.05 A tSMITH
\
\ OWNER/PERMITIEE:
EAST
EASTOD HO\ TEL G9pU,P, LLC.
SYSTEM HAMPN INN
NC SW8 070316
STORMWATER PERMIT: \
STORMWATER MASTER PLAN
,
\ \ \ \ DRAINAGE AREA AND POND: 3.05 AC — P D NO. i \
\ + \
®\ \ \ \ BUILT UPON AREA: 0.76 AC % 32,67 SF — FUTUk
�'\ \ TOTAL BUILT UPON AREA: 2.75 AC/119,572 SF\Q 90.00X \
SITE DATA\
CESS/INGRESS/EGRESS SITE NAME AN AREA: ARCEL NO. 2A — 2.82 AC t
TOTAL BUILT UPON AREA: 1.85 AC / 80,760'SF ® 90.00X • MAP OOK 5457 PAGE 7421
`,, r Ot�\ \'\ O�RCaE FOR
OWNER/PERMITTEF- WILD EEK, LLC.
.0 E + , , �� /\ \ (VATE) k USE \ �, BUFFALO "LD WINGS GRILL AND BAR RESTAURANT
N \
oOV \ NC DENR OFF SITE SYS \
4 sws xcoo • , \ W8 100303
�� RQ -\ STORMWATER PERMIT:
NOW OR FORMERLY €
"M.W MARSHBURN" �� \ DRAINAGE AREA AND POND. \ 2. AC —POND o. 1
WILL BOOK 0 PAGE 504 1.93 RC / 84.251 SF\ —PROPOSED
• `� 0.60 A6�/ 26,000 SF \- FUTURE
STORMWATER POND NO. 1: �— `i �t +, \'\IWAL BUILT UPON AREA.2.53 AC/ttb251 SF a so. x
NC DENR MASTER STORMWATER PERMIT NO. SW8 970105 T • 0 L #1 �. \
MODIFICATION WITH RENEWAL 0 cr . ` \
1 , � S
TOTAL DRAINAGE AREA: 18.65 `AC STOR&ATEk POND
_
� P
1 ffi
TOTAL BUILT UPON AREA: 15.80 AC / 688,248 SF \OUTPARCEL 4Q \ N ,
+t- \ 1 �\ D NO.NELINk
NC DENR STORMWATER PERMIT NO.
SW8 970105 SITE DATA SUMMARY
TOTAL SHOPPING CENTER SITE AREA:
37.97 AC
TOTAL SHOPPING CENTER DRAINAGE AREA:
37.97 AC
STORMWATER POND NO. is
TOTAL DRAINAGE AREA:
18.65 AC
TOTAL PERMITTED BUILT UPON AREA:
15.80 AC / 688,248 SF
TOTAL EXISTING. PROPOSED OR FUTURE
15.80 AC / 688,286 SF
ALLOCATED BUILT UPON AREA:
STORMWATER POND NO, 2:
TOTAL DRAINAGE AREA:
19.32 AC
TOTAL PERMITTED BUILT UPON AREA:
16.26 AC / 708,286 SF
TOTAL EXISTING. PROPOSED OR FUTURE
ALLOCATED BUILT UPON AREA:
15.80 AC / 688,095 SF
TOTAL UNALLOCATED / EXTRA
0.46 AC / 20,191 SF
BUILT UPON AREA:
TOTAL: 16.26 AC / 708,286 SF
1 V I V I\ 111 1 I .. V I 1 1 V 1 1 V WV 1 V., 1 V

SITE DATA
1
SITE NAME AND AREA: OUTPARCEL NO. 4A - 2.06 AC*
MAP BOOK 40 PAGE 90.
OWNER/PERMITTEE: CLOS PROPERTIES, LLC.
USE: LAND ROVER CAPE FEAR
NC DENR OFFSITE SYSTEM SW8 000719 MOD.
STORMWATER PERMIT:
'
DRAINAGE AREA AND POND: 2.06 AC - POND NO.1
SITE DATA SITE NAME AND AREA: OUTPARCEL NO. 1'* - 3.05 A i MAP BDOK AG'E MIT EESTATION OWNER/PERMITTEE: EAS HOTEL Cgs\ UP, LLC, \
\ \
NC DENR OFFSITE HAMPTON INN SYSTEM STQ R M WAT E R M ASTER P LA N
STORMWATER PERMITSW8 070315\ l
\ \
\ DRAINAGE AREA AND POND: 3.05 AC - P D N0. 1 \ ,\
\
\ \ BUILT UPON AREA: 1.99 AC j 86,9 SF - EXISTING \
0.76 AC / 32,67 SF - FUTU4 \
\'\ TOTAL BUILT UPON AREA. Z75 AC/119,572 SF\0 90.00%
BUILT UPON AREA 1.52 AC / 66,320:SF PROPOSED \ \ SITE DATA
0.33 AC / 14,440 SF FUTURE , ,� \ \ ACCESS/INGRESS/EGRESS SITE NAME AN AREA: OU ARCEL NO. 2A - 2.82 AC t
TOTAL BUILT UPON AREA: 1.85 AC f 80,760 SF 0.90.00% n• , `, `. D�O\ \ ENT FOR \ \ MAP OOK 5457 PAGE 1421
UT EC�A OWNER/PERMITTEE: WILD EEK, LLC.
.06 E �+" , $� ,\ OU IVARO #1A \
N �I\nn\ IVATE) USE: � BUFFALO WILD WINGS GRILL AND BAR RESTAURANT
' OvO\ NC DENR OFF SITE SYS \ \
\ WS 100303
NOW OR FORMERLY �. Ro,�\ STORMWATER PERMIT:
n „ ,� \ DRAINAGE AREA AND POND: \
2.�52 AC -POND 0. t
M.W MARSHBURN • 2 `.
WILL BOOK 0 PAGE 504 >i , :. Z \ BUIL ON AREA: \ 1.93 RC / 54,251 SF -PROPOSED
\. 0.60 A6�/ 26,000 SF \- FUTURE
STORMWATER POND NO. 1: �- �' �t \'\ AL BUILT UP�1 AREA: 2.53 AC%tt%25t SF ®so. %
NC DENR MASTER STORMWATER PERMIT NO. SW8 970105 ` 0 L #1 \\` \
MODIFICATION WITH RENEWAL
TOTAL DRAINAGE AREA: 18.65 AC ' ' '� ! �, p cr STOR4ATEk POND \ s
TOTAL BUILT UPON AREA: 15.80 AC / 688,248 SF \OUTPARCEL 4Q �
a.zn AcaFC 4-/--1 , �. 1 \\ f �,. D NION�LINF\\ X"
NC DENR STORMWATER PERMIT NO. SW8 970105 SITE DATA SUMMARY
TOTAL SHOPPING CENTER SITE AREA: 37.97 AC
TOTAL SHOPPING CENTER DRAINAGE AREA: 37.97 AC
STORMWATER POND NO, 1:
TOTAL DRAINAGE AREA: 18.65 AC
TOTAL PERMITTED BUILT UPON AREA: 15.80 AC / 688,248 SF
TOTAL EXISTING, PROPOSED OR FUTURE 15.80 AC / 688,286 SF
ALLOCATED BUILT UPON AREA:
STORMWATER POND NO, 2:
TOTAL DRAINAGE AREA: 19.32 AC
TOTAL PERMITTED BUILT UPON AREA: 16.26 AC / 708,286 SF
TOTAL EXISTING, PROPOSED OR FUTURE
ALLOCATED BUILT UPON AREA: 15.80 AC / 688,095 SF
TOTAL UNALLOCATED / EXTRA 0.46 AC / 20,191 SF
BUILT UPON AREA:
TOTAL 16.26 AC / 708,286 SF
I v 1 "V /% 111 Tyr -1 1 \- /\ 1 V 1 1 V V V 1 1.11 1 L

i
1
SITE DATA
SITE NAME AND AREA: OUTPARCEL NO. 4A - 2.06 Aft
MAP BOOK 40 PAGE 90.
OWNER/PERMITTEE: CLOS PROPERTIES, LLC.
USE: LAND ROVER CAPE FEAR
NC DENR OFFSITE SYSTEM SW8 000719 MODIFICATION
STORMWATER PERMIT:
I
DRAINAGE AREA AND POND: 2.06 AC - POND NO.1
BUILT UPON AREA: 1.03 AC / 44,800 SF EXISTING TO REMAIN
0.82 AC / 35,960 SF FUTURE PROPOSED
TOTAL BUILT UPON AREA: 1.85 AC / 80,760 SF O 90.00%
UT ESA - It I
.06 ES;+
N.
NOW OR FORMERLY
"M.W MARSHBURN" \
WILL BOOK 0 PAGE 504
STORMWATER POND NO. 1:
NC DENR MASTER STORMWATER PERMIT NO.,SW8 970105
MODIFICATION WITH RENEWAL
TOTAL DRAINAGE AREA: 18.65 AC
TOTAL BUILT UPON AREA: 15.80 AC / 688,248 SF
SITE DATA
SITE NAME AND AREA: OUTPARCEL NO. 48 - 1.30 ACt
MAP BOOK 40 PAGE 90.
OWNER/PERMITTEE: SMITH CREEK RETAIL, LLC.
USE- EXISTING STORMWATER POND NO. 1
NC DENR MASTER SINS 970105 MODIFICATION WITH RENEWAL
STORMWATER PERMIT:
1.30 AC - POND NO. 1
\OUTPARCEL 4R
" 1 130 ACRES
--
.1 )
�A
DRAINAGE AREA AND POND. 1.30 AC - POND NO. 1
BUILT UPON AREA: N/A
Y � •
NOW OR FOMERLY
,BOOK"1804 PAGE 547 1 •
O �
u' = c7
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O a •
d
SITE DATA Z`� m •
SITE NAME AND AREA: TRACT N0. 1R (3RD REVISION) - 10.26 AC t TOTAL
MAP BOOK 46 PAGE 378
OWNER/PERMITTEE: HD DEVELOPMENT OF MARYLAND, INC. /
USE: THE HOME DEPOT /
NC DENR OFFSITE SYSTEM SW8 071007 1
STORMWATER PERMIT:
•
DRAINAGE AREA AND POND: 9.05 AC - POND NO. 11.21 AC - POND NO. 2
BUILT UPON AREA: 8.31 AC / 362,200 SF - EXISTING - POND NO. i •
0.06 AC / 2.397 SF - FUTURE - POND NO.1 •
1.08 AC / 47.100 SF - EXISTING - POND NO. 2
0.06 AC / 2.558 SF - FUTURE - POND NO. 2 STORMWATER POND
TOTAL BUILT UPON AREA: 8.37 AC / 364,597 SF - POND NO.1 O 92.49X DRAINAGE AREA
1.14 AC / 49.658 SF - POND NO.2 O 94.21X DMSION LINE
NOW OR., FORMERLY
"BOOKC11403 PAGE 1859
SITE DATA
SITE NAME AND AREA:
TRACT NO. 3 (REVISION) - 5.15 AC t
MAP BOOK 46 PAGE 378
OWNER/PERMITTEE:
SMITH CREEK RETAIL, LLC.
GOLDS GYM AND FUTURE RETAIL BUILDING PAD
USE- _
NC DENR MASTER
SW8 970105 MODIFICATION WITH RENEWAL
STORMWATER PERMIT:
DRAINAGE AREA AND POND:
5.15 AC (INCLUDES POND NO. 2 AREA) - POND NO. 2
BUILT UPON AREA:
3.20 AC / 139,392 SF - EXISTING
0.40 AC / 17.424 SF - FUTURE
TOTAL BUILT UPON AREA:
3.60 AC/156,816 SF O 69.90X (INCLUDES POND No. 2 AREA)
STORMWATER POND NO. 2:
NC DENR MASTER STORMWATER PERMIT NO. SW8 970105
MODIFICATION WITH RENEWAL
TOTAL DRAINAGE AREA: 19.32 AC TOTAL BUILT UPON
AREA: 16.26 AC / 708,286 iF
ok ' ORRIS, KUSKE & TUNSTALL
ONSULTING ENGINEERS, INC.
902 MARKET STREET PHONE [phone]
WILMINGTON, NC, 28401 FAX [phone]
[e-mail]
SITE DATA SMITH
REEK TATI N
SITE NAME AND AREA: OUTPARCEL NO. 1'k1 - 3.05 A t
� MAP BOOK RAGE \
\ OWNER/PERMITTEE- EASTWO�QD HOTEL GilpUP, LLC. \
U; HAMPTON\INN \\
NDENR OFFSITE SYSTEM
STORMWATER MASTER PLAN
\ R C
STORMWATER PERMIT- SW8 070
\ 316 \ \
\•\ DRAINAGE AREA AND POND: 3.05
\ BUILT UPON AREA: 1.99 AC / 86,9 SF - EXISTING
0.76 AC / 32 67 SF - FUTUk \
\ TOTAL BUILT UPON AREA: 2.75 AC/119,572 SF\O 90.00X \
SITE DATA\
\• SITE NAME AN AREA: ARCEL N0. ZA - 2 82 AC t
\ ACtCESS/INGRESS/EGRESS \ MAP ooK 507 PAGE 1421
EASEMENT FOR \
` s�, \• OUTPARCEL #1A OWNER/PERMITTEE: \ \ WILD E\EK, LLC.
1 SO \ IVATE) USE: \, BUFFALO N(ILD WINGS GRILL AND BAR RESTAURANT
pO\ NC DENR OFF SITE SYS \
•rrslvoo .rsrca wsr • , ° R\ STORMWATER PERMIT: \0 BE DETER%NEDDRAINAGE AREA AND POND: \ 2•k AC -P0. 1
:,• Z ® \ ';��ON EA: \ 0.74 AC / 32,435 S* - EXISTING TO REMAIN
\• 1.79 AGE\/ 77.816 SF PROPOSED
\'\ AL BUILT UPON AREA: 2.53 AC/11b 251 SF O 90. %
0 L #1 \
+" \ R i
\ P cr STOR'N"�1A�TEF2 POND \ S
D ION LIN y �O
�0
• `� X % # PAR \ \ \
ACRES \ \
OF POND NO 1 1
DA 1
THE HOME DEPOT
FUTURE RETAIL
BUILDING PAD
m GOLDS GYNt
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1
2ER PONDNO.
•
KOHL'S
i
SITE DATA
SITE NAME AND AREA:
TRACT NO. 2-A2 - 2.04 AC t
MAP BOOK 44 PAGE 155
OWNER/PERMITTEE:
SMITH CREEK RETAIL, LLC.
USE:
RETAIL SHOPS
NC DENR MASTER
SW8 970105 MODIFICATION WITH RENEWAL
STORMWATER PERMIT:
DRAINAGE AREA AND POND:
2.04 AC - POND NO. 2
BUILT UPON AREA:
1.70 AC / 73,900 SF - EXISTING
TOTAL BUILT UPON AREA:
1.70 AC/73,900 SF O 83.33%
SITE PLAN.
NC DENR STORMWATER PERMIT NO.
SW8 970105 SITE DATA SUMMARY
TOTAL SHOPPING CENTER SITE AREA:
37.97 AC
TOTAL SHOPPING CENTER DRAINAGE AREA:
37.97 AC
STORMWATER POND NO. 1:
TOTAL DRAINAGE AREA:
18.65 AC
TOTAL PERMITTED BUILT UPON AREA:
15.80 AC / 688,248 SF
TOTAL EXISTING, PROPOSED OR FUTURE
15.80 AC / 698,286 SF
ALLOCATED BUILT UPON AREA:
STORMWATER POND NO, 2:
TOTAL DRAINAGE AREA:
19.32 AC
TOTAL PERMITTED BUILT UPON AREA:
16.26 AC / 708,286 SF
TOTAL EXISTING, PROPOSED OR FUTURE
ALLOCATED BUILT UPON AREA:
15.80 AC / 688,095 SF
TOTAL UNALLOCATED / EXTRA
0.46 AC / 20,191 SF
BUILT UPON AREA:
TOTAL: 16.26 AC / 708,286 SF
SITE NAME AND AREA:
OWNER/PERMITTEE:
USE:
NC DENR OFFSITE SYSTEM
STORMWATER PERMIT:
DRAINAGE AREA AND POND:
\
BUILT UPON AREA.
TOTAL BUILT UPON AREA:
-�` \ �• SITE NAME AND A
OWNER/R€RMITTEE:
\ \ USE.
NC DENR/bFFSITE S M
\ ORMTER PERMIT -
RAIN GE AREA AND POND:
BU4 UP N AREA:
/ \ TO BUILT UPON AREA:
). 1 %
tAPH IC HS
/ SITE NAME AND AREA:
/ / rn,nrta. mrorx
/ j rzwx.zaam
OWNER/PERMITTEE:
USE:
NC DENR OFFSITE SYSTEM
STORMWATER PERMIT:
DRAINAGE AREA AND POND:
BUILT UPON AREA:
TOTAL BUILT UPON AREA-
SITE DATA
SITE NAME AND AREA:
TRACT NO. 2R - 7.76 AC t TOTAL
MAP BOOK 44 PAGE 155
OWNER/PERMITTEE'
KOHL'S DEPARTMENT STORES, INC.
USE:
KOHL'S
NC DENR OFFSITE SYSTEM
SW8 071008
STORMWATER PERMIT:
DRAINAGE AREA AND POND:
0.37 AC - POND NO.1
7.39 AC - POND NO. 2
BUILT UPON AREA:
0.30 AC / 13,068 SF EXISTING - POND NO. 1
6.30 AC / 274.428 SF EXISTING - POND NO. 2
TOTAL BUILT UPON AREA:
0.30 AC / 13,068 SF - POND NO. 1 O 81.08X
6.30 AC / 274.428 SF - POND NO. 2 O 85.25X
SITE DATA
OUTPARCEL NO. 511 - 1.17 AC t
MAP BOOK 41 PAGE 193
88 SOHO, LLC.
HIRO JAPANESE STEAKHOUSE
SW8 021113
1.17 AC - POND NO. 1
0.87 AC / 38,100 SF - EXISTING
0.07 AC / 2,672 SF - FUTURE
0.94 AC/40,772 SF O 80.00%
SITE DATA
OUTPARCEL NO. 6R - 1.11 AC t
MAP BOOK 39 PAGE 374
\ TEXAS ROADHOUS HOLDINGS, LLC.
TEXAS ROADHOUSE RESTAURANT
SWB 000418
1.11 AC - POND NO. 2
0.95 AC / 41.522 SF - EXISTING
0.05 AC / 1994 SF - FUTURE
1.00 AC/43,516 SF O 90.00%
SITE DATA
OUTPARCEL NO. 3R - 1.25 AC t
MAP BOOK 39 PAGE 360
STONE INVESTMENTS, LLC.
ALPHA GRAPHICS
SINS 000840
1.25 AC - POND NO. 2
0.80 AC / 35,036 SF - EXISTING
0.32 AC / 13,969 SF - FUTURE
1.12 AC/49,005 SF O 90.00%
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SPIN ONE - PROPERTY LINE
STORMWATER POND DRAINAGE
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STORMWATER POND OUTLINE

I
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SITE DATA
S17E NAME AND AREA: OUTPARCEL NO. 4A - 2.06 ACt
MAP BOOK 40 PAGE 90.
OWNER/PERMITTEE: CLOS PROPERTIES, LLC.
USE: LAND ROVER CAPE FEAR
NC DENR OFFSITE SYSTEM SW8 000719 MODIFICATION
STORMWATER PERMIT:
1
DRAINAGE AREA AND POND: 2.06 AC - POND NO.1
BUILT UPON AREA: 1.03 AC / 44,8DO SF EXISTING TO REMAIN
0.82 AC / 35.960 SF FUTURE PROPOSED
TOTAL BUILT UPON AREA: 1.85 AC / 80,760 SF O 90.00%
kN
E7✓�A
ES=+
NOW OR FORMERLY
WILL BOOKH0 PAGE 504 ©� 1 ,,
STORMWATER POND NO. 1:
NC DENR MASTER STORMWATER PERMIT NO.,SW8 970105
MODIFICATION WITH RENEWAL
TOTAL DRAINAGE AREA: 18.65 AC
TOTAL BUILT UPON AREA: 15.80 AC / 688,248 SF
SITE DATA
SITE NAME AND AREA: OUTPARCEL NO. 48 - 1.30 ACt
MAP BOOK 40 PAGE 90.
OWNER/PERMITTEE: SMITH CREEK RETAIL, I.I.C.
USE: EXISTING STORMWATER POND NO. 1
NC DENR MASTER SW8 970105 MODIFICATION WITH RENEWAL
STORMWATER PERMIT.
D POND• 1.30 AC - POND NO. 1
1
• � 11�
♦ \OUTPARCEL 44\
1.,30 ACRES +/'- 1
♦ \ L y
♦ \ 11
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DRAINAGE AREA AN 1.30 AC - POND NO. 1
BUILT UPON AREA: N/A '
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SITE DATA y ° m •
t a
SITE NAME AND AREA: TRACT N0. 1R (3RD REVISION) - 10.26 AC t TOTAL
MAP BOOK 46 PAGE 378
OWNER/PERMITTEE: HD DEVELOPMENT OF MARYLAND. INC. /
USE. THE HOME DEPOT
NC DENR OFFSITE SYSTEM SW8 071007
STORMWATER PERMIT:
DRAINAGE AREA AND POND: 9.05 AC - POND NO.1
AC - POND NO. 2
BUILT UPON AREA: 8.31 AC / 36$200 SF - EXISTING - POND NO. 1 •
0.06 AC / 2,397 SF - FUTURE - POND NO.1 •
1.08 AC / 47.100 SF - EXISTING - POND NO. 2
0.06 AC / 2,558 SF - FUTURE - POND NO. 2 STORMWATER POND
TOTAL BUILT UPON AREA: 8.37 AC / 364.597 SF - POND NO.1 O 92.49% DRAINAGE AREA
1.14 AC / 49.658 SF - POND NO.2 O 94.21% DIVISION LINE
"BRENCOO"FORMERLY
BOOK 1403 PAGE 1859
SITE DATA
SITE NAME AND AREA: TRACT NO. 3 (REVISION) - 5.15 AC t
MAP BOOK 46 PAGE 378
OWNER/PERMITTEE: SMITH CREEK RETAIL. LLC.
USE: _ GOLDS GYM AND FUTURE RETAIL BUILDING PAD
NC DENR MASTER SW8 970105 MODIFICATION WITH RENEWAL
STORMWATER PERMIT:
DRAINAGE AREA AND POND: 5.15 AC (INCLUDES POND NO. 2 AREA) - POND NO. 2
BUILT UPON AREA: 3.20 AC / 139,392 SF - EXISTING
0.40 AC / 17.424 SF - FUTURE
TOTAL BUILT UPON AREA: 3.60 AC/156,816 SF O 69.90% (INCLUDES POND NO. 2 AREA)
NC DENR MASTER STORMWATER PERMIT NO. SW8 970105
MODIFICATION WITH RENEWAL
TOTAL DRAINAGE AREA: 19.32 AC TOTAL BUILT UPON
AREA: 16.26 AC / 708,286 SF
ORRIS, KUSKE & I I P%LL
ONSULTING ENGINEERS, INC.
902 MARKET STREET PHONE [phone]
WILMINGTON, NC, 28401 FAX [phone]
office©nkteng.com
SITE DATA
\ SITE NAME AND AREA: OUTPARCEL NO. 1'1 - 3.05 A t
\ MAP BOOK RAGE \
OWNER/PERMITTEE: EASTW D HOTEL GRT UP, LLC.
\ USE: HAMPTON INN \
\ \ R NC DENR OFFSITE SYSTEM SW8 070316
\ ` STORMWATER PERMIT: \
DRAINAGE AREA AND POND: 3.05 AC - P D N0. 1 \\ \
\ 1.99 AC / 86,9 SF -EXISTING \
BUILT UPON AREA: \
0.76 AC / 32.67 SF - FUTUiiI
\ TOTAL BUILT UPON AREA: 2.75 AC/119,572 Sh\ O 90.00% \
• `w ` \ SITE DATA\
• \'\ \ AC_CESS/INGRESS/EGRESS SITE NAME AN AREA:
EASEMENT FOR \
• ,� F,qs\,\ OUTPAR(;EI� #1A OWNER/PERMITTEE \
IVATE) USE: \
• �� OO\ NC DENR OFF SITE SYSTEM
•vs,NOWwoo°Re`us°.1°E'ss ;,ra• • _ R\ \ STORMWATER PERMIT: \
DRAINAGE AREA AND POND: \
1"$;► Z ® ,�� ,, \ \ BOIL ON AREA: \
4
\ \'TOTAL BUILT UPON AREA:
• OT L#1 \ \\
4litcr
\ POALD\ STOF
1
POND NO 1 I
DA 1
THE HOME DEPOT
-''�-- FUTURE RETAIL
BUILDING PAD
m GOLDS GYM
0
�rl - 1
- -' , 1 1 1\ 1\ l
S.
i
/'�STORMWATt]t POND /
I
SITE NAME AND AREA:
OWNER/PERMITTEE:
USE:
NC DENR MASTER
STORMWATER PERMIT:
DRAINAGE AREA AND POND:
BUILT UPON AREA:
Ir•Tlrasiit�r<•�l•,.riax:�
HIRO -
JAPANESE
SMITH CREEK STATION
STORMWATER MASTER PLAN
ARCEL NO. 2A - 2.82 AC f
MAP OOK 5457 PAGE 1421
WILD E\EK, LLC.
BUFFALO WILD HANGS GRILL AND BAR RESTAURANT
\T0 BE DETER�M(NED
2.�4\AC - PON\D\D 1
0.74 AC / 32,435 SF - EXISTING TO REMAIN
1.79 Ad\/ 77,816 SF -\ PROPOSED
2.53 AC/I b 251 SF O 90. X
TE� POND
LI N y/' \,ry0OQ \
'A0
♦
� s
NC DENR STORMWATER PERMIT NO.
SW8 970105 SITE DATA SUMMARY
TOTAL SHOPPING CENTER SITE AREA:
37.97 AC
TOTAL SHOPPING CENTER DRAINAGE AREA:
37.97 AC
STORMWATER POND NO, 1:
TOTAL DRAINAGE AREA:
18.65 AC
TOTAL PERMITTED BUILT UPON AREA:
15.80 AC / 688.248 SF
TOTAL EXISTING, PROPOSED OR FUTURE
15.80 AC / 688,286 SF
ALLOCATED BUILT UPON AREA:
STORMWATER POND NO, 2:
TOTAL DRAINAGE AREA:
19.32 AC
TOTAL PERMITTED BUILT UPON AREA:
16.26 AC / 708,286 SF
TOTAL EXISTING, PROPOSED OR FUTURE
ALLOCATED BUILT UPON AREA:
15.80 AC / 688,095 SF
TOTAL UNALLOCATED / EXTRA
0.46 AC / 20,191 SF
BUILT UPON AREA:
TOTAL' 16.26 AC / 708,286 SF
SITE NAME AND AREA:
OWNER/PERMITTEE:
USE:
NC DENR OFFSITE SYSTEM
STORMWATER PERMIT:
\
DRAINAGE AREA AND POND:
\
BUILT UPON AREA:
\
TOTAL BUILT UPON AREA:
i
TEXAS Al
OADHOU$ ` \ \ \ SITE NAME AND A
i
_p mOWNER)KRMITTEE:
0. 2 \ \ USE: �\
\ • NC DENR__ SITE S M
I 'TER PERMIT:
• E..� � � RAIN AREA AND POND:
//
BU)CT UP N AREA:
OUTPA E \ \ /
1.25 A ES /- \ \ TO L BUILT UPON AREA:
0.
HIt
KOHL'S
SITE DATA
TRACT NO. 2-A2 - 2.04 AC t
MAP BOOK 44 PAGE 155
SMITH CREEK RETAIL, LLC.
RETAIL SHOPS
SW8 970105 MODIFICATION WITH RENEWAL
2.04 AC - POND NO. 2
1.70 AC / 73,900 SF - EXISTING
1.70 AC/73,900 SF O 83.33%
SITE PLAN
Ecx�
/ N•181021.48p0'
/ � E�2HYa20.T10'
SITE NAME AND AREA:
/ RIB
OWNER/PERMITTEE:
USE:
NC DENR OFFSITE SYSTEM
STORMWATER PERMIT:
DRAINAGE AREA AND POND:
BUILT UPON AREA:
TOTAL BUILT UPON AREA:
SITE DATA
SITE NAME AND AREA:
TRACT NO. 2R - 7.76 AC t TOTAL
MAP BOOK 44 PAGE 155
OWNER/PERMITTEE:
KOHL'S DEPARTMENT STORES, INC.
USE:
KOHL'S
NC DENR OFFS17E SYSTEM
SW8 071008
STORMWATER PERMIT:
DRAINAGE AREA AND POND:
0.37 AC - POND NO. 1
7.39 AC - POND NO. 2
BUILT UPON AREA:
0.30 AC / 13,068 SF EXISTING - POND NO. 1
6.30 AC / 274,428 SF EXISTING - POND NO. 2
TOTAL BUILT UPON AREA:
0.30 AC / 13,068 SF - POND NO. 1 O 81.08%
6.30 AC / 274,428 SF - POND NO. 2 O 85.25%
SITE DATA
OUTPARCEL NO. 5R - 1.17 AC t
MAP BOOK 41 PAGE 193
88 SOHO, LLC.
HIRO JAPANESE STEAKHOUSE
SW8 021113
1.17 AC - POND NO. 1
0.87 AC / 38,100 SF - EXISTING
0.07 AC / 2,672 SF - FUTURE
0.94 AC/40,772 SF O 80.00%
SITE DATA
OUTPARCEL NO. 611 - 1.11 AC t
MAP BOOK 39 PAGE 374
\ TEXAS ROADHOUS HOLDINGS, LLC.
TEXAS ROADHOUSE RESTAURANT
SW8 000418
1.11 AC - POND NO. 2
0.95 AC / 41.522 SF - EXISTING
0.05 AC / 1994 SF - FUTURE
1.00 AC/43,516 SF O 90.00%
SITE DATA
OUTPARCEL NO. 3R - 1.25 AC f
MAP BOOK 39 PAGE 360
STONE INVESTMENTS, LLC.
ALPHA GRAPHICS
SW8 000840
1.25 AC - POND NO. 2
0.80 AC / 35.036 SF - EXISTING
0.32 AC / 13,969 SF - FUTURE
1.12 AC/49,005 SF O 90.00X
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PROPERTY LINE
STORMWATER POND DRAINAGE
AREA DIVISION LINE
STORMWATER POND OUTLINE

SITE DATA
SITE NAME AND AREA:
OWNER/PERMITTEE:
USE:
NC DENR OFFSITE SYSTEM
STORMWATER PERMIT:
DRAINAGE AREA AND POND:
BUILT UPON AREA:
TOTAL BUILT UPON AREA:
t
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OUTPARCEL 4A `
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► POND NO. 1
NOW OR FORMERLY , uQ
"M.W MARSHBURN"
WILL BOOK 0 PAGE 504
ST RMW T R PO D N0.
NC DENR MASTER STORMWATER PERMIT NO. SW8 970105
TOTAL DRAINAGE AREA: 18.65 AC 688,248 SF 1
TOTAL BUILT UPON AREA: 15.80 AC / \OUTPARCEL 41i
" 1130 ACRES +/` A
1po 1,
SITE DATA 1WP } 1
SITE NAME AND AREA: OUTPARCEL NO. 48 - 1.30 ACt ► } � } 1
MAP BOOK 40 PAGE 90. ► }
OWNER/PERMITTEE: SMITH CREEK STATION, U.C.
USE: EXISTING STORMWATER POND NO. 1 }
t
NC DENR MASTER SW8 970105 ►
STORMWATER PERMIT: `
DRAINAGE AREA AND POND: 1.30 AC - POND NO. 1
1.30 AC - POND NO. 1 --
BUILT UPON AREA: N/A
♦
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,VANN
BOOK" 1804 PAGE 54^ 7 i ' �Cl ►
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40
SITE DATA ,` y
SITE NAME AND AREA: TRACT NO. {R (3RD REVISION) - 10.26 AC t TOTAL , •
MAP BOOK 46 PAGE 378
OWNER/PERMITTEE: HD DEVELOPMENT OF MARYLAND. INC. l P
USE THE HOME DEPOT
NC DENR OFFSITE SYSTEM TO BE DETERMINED , C
STORMWATER PERMIT:
t
DRAINAGE AREA AND POND: 9.05 AC - POND NO. 11.21 AC - POND NO. 2
BUILT UPON AREA: 8.31 AC / 362,200 SF - EXISTING - POND NO. 1
0.06 AC / Z397 SF - FUTURE - POND NO. 1 t
1.08 AC / 47,100 SF - EXISTING - POND NO. 2
0.06 AC / 2,558 SF - FUTURE - POND NO. 2 STORMWATER POND
TOTAL BUILT UPON AREA: 8.37 AC / 364,597 SF - POND NOA 0 92.49% DRAINAGE AREA ;
1.14 AC / 49,658 SF - POND NO.2 O 94.21% DIVISION LINE
"BRENCOO"FORMERLY
BOOK 1403 PAGE 1859
OUTPARCEL NO. 4A - 2.06 AC*
MAP BOOK 40 PAGE 90.
CLOS PROPERTIES, LLC.
LAND ROVER CAPE FEAR
SW8 000719
2.06 AC - POND NO.1
1.03 AC / 44,800 SF EXISTING
0.82 AC / 35.960 SF FUTURE
1.85 AC / 80,760 SF ® 90.00%
SITE DATA
SITE NAME AND AREA: TRACT NO. 3 (REVISION) - 5.15 AC t
MAP BOOK 46 PAGE 378
OWNER/PERMITTEE: SMITH CREEK STATION, LLC.
USE: GOLDS GYM AND FUTURE RETAIL BUILDING PAD
NC DENR MASTER SW8 970105
STORMWATER PERMIT:
DRAINAGE AREA AND POND: 5.15 AC (INCLUDES POND NO. 2 AREA) - POND NO. 2
BUILT UPON AREA: 3.20 AC / 139,392 SF - EXISTING
0.40 AC / 17,424 SF - FUTURE
TOTAL BUILT UPON AREA: 3.60 AC/156,816 SF • 69.90% (INCLUDES POND NO. 2 AREA)
\ DRAINAGE AREA AND POND: 3.05 AC - P D N0. 1 \ \
\' \\ \
BUILT UPON AREA 1.99 AC / 86.9 SF - EXISTNG
0.76 AC / 32,67 SF - FUTUi2€ \
\ TOTAL BUILT UPON AREA: 2.75 AC/119,572 SF\® 90.009
,SITE DATA\
(Ur-1 I %.s///I/A6Y -;'If -• -
-
}
POND NO 1
DA 1
THE HOME DEPOT
FUTURE RETAIL
BUILDING PAD
7
® GOLDS GYM
S OR W TER POND Nu. �-
NC DENR MASTER: STORMWATER PERMIT N0. SW8 970105
TOTAL DRAINAGE AREA: 19.32 AC
TOTAL BUILT UPON AREA: 16.26 AG / 708,286 SF
jRRIS, KUSKE & I w %..v ALL
ONSULTING ENGINEERS, INC.
J%
i
OF
r.In,Ias�r�.l�i
II'11`fTi X Imo.
�r
5;
75
pCISfING SHOPS
10
SIO �A72ER POND / /
SITE NAME AND AREA
OWNER/PERMITTEE:
USE:
NC DENR MASTER
STORMWATER PERMIT:
DRAINAGE AREA AND POND:
BUILT UPON AREA:
TOTAL BUILT UPON AREA:
OUTPARCEL #2A
2.82 Acres +/-
POND N0. 1
HIRO
KOHL'S
SITE DATA
TRACT N0. 2-A2 - 2.04 AC t
MAP BOOK 44 PAGE 155
SMITH CREEK STATION, LLC.
RETAIL SHOPS
SW8 970105
2.04 AC -POND N0. 2
1.70 AC / 73,900 SF -EXISTING
1.70 AC/73,900 SF 083.33%
SMITH CREEK STATION
trtV
A
ARC0. N0. 2A - 2.82 AC t
MAP OOK PAGE
\ SMITH REEK STATION, LLC.
FUTURE DEVELOPMENT
'-�WS 970105
2.k\AC - POND 0. 1
1.49 AC / 64,905 & -EXISTING
1.04 AG\/��45,348 SF � FUTURE
2.53 AC/11i1251 SF ®90. 0% �
\ F
WATER POND
NAGS y .\ ALI �\ O \
NC DENR STORMWATER PERMIT N0.
SW8 970105 SITE DATA SUMMARY
TOTAL SHOPPING CENTER SITE AREA:
37.97 AC
TOTAL SHOPPING CENTER DRAINAGE AREA:
37.97 AC
'. STORMWATER POND NO. t:
TOTAL DRAINAGE AREA:
18.65 AC
TOTAL PERMITTED BUILT UPON AREA:
15.80 AC / 688,248 SF
TOTAL EXISTING, PROPOSED OR FUTURE
15.80 AC / 688,286 SF
ALLOCATED BUILT UPON AREA:
STORMWATER POND NO, 2:
TOTAL DRAINAGE AREA:
19.32 AC
TOTAL PERMITTED BUILT UPON AREA:
16.26 AC / 708,286 SF
TOTAL EXISTING, PROPOSED OR FUTURE
ALLOCATED BUILT UPON AREA:
15.80 AC / 688,095 SF
TOTAL UNALLOCATED /EXTRA
0.45 AC ! 20.191 SF
BUILT UPON AREA:
TOTAL' 16.26 AC / 708,286 SF
SITE NAME AND AREA:
OWNER/PERMITTEE:
usE:
NC DENR OFFSITE SYSTEM
STORMWATER PERMIT:
\
DRAINAGE AREA AND POND:
\
BUILT UPON AREA:
\
TOTAL BUILT UPON AREA:
Y \ \
TEXAS
i \ \
\ 1
ADHOUS SITE NAME AND
♦4
P \
- � •"� � \ ONTJER)'RERMITTEE:
O. 2 USE:
• NC DENR�OFFSITE S
ORM//W�TER PERMIT:
RAIN/lGE AREA AND POND:
� \ / /JL�T UP N_AREA:
� OUTPA E \
1.25 A S
O \ TO BUILT UPON AREA:
c«naa oonxm
SITE NAME AND AREA:
i Rid
OWNER/PERMITTEEc
USE:
NC DENR OFFSITE SYSTEM
STORMWATER PERMIT:
DRAINAGE AREA AND POND:
BUILT UPON AREA:
TOTAL BUILT UPON AREA:
SITE DATA
SITE NAME AND AREA:
TRACT N0. 2R - 7.76 AC t TOTAL
MAP BOOK 44 PAGE 155
OWNER/PERMIITEE:
KOHL'S DEPARTMENT STORES, INC.
USE:
KOHL'S
NC DENR OFFSITE SYSTEM
TO BE DETERMINED
STORMWATER PERMIT:
DRAINAGE AREA AND POND:
0.37 AC -POND N0. t
7.39 AC -POND N0. 2
BUILT UPON AREA:
0.30 AC / 13,068 SF EXISTING -POND N0. 1
6.30 AC / 274,428 SF EXISTING -POND NO. 2
TOTAL BUILT UPON AREA:
0.30 AC / 13,068 SF -POND N0. 1 081.08%
6.30 AC / 274,428 SF -POND N0. 2 O 85.25%
If
902 MARKET STREET PHONE [phone] iR
FAX [phone]
• dWILMINGTON, NC, 28401 SITE PLAN al
office@nk'eng.comA. Kwj
1y. = 100' +only,,.,
SITE DATA
OUTPARCEL N0. 5R - 1.17 AC t
MAP BOOK 41 PAGE 193
88 SOHO, LLC.
HIRO JAPANESE STEAKHOUSE
SW8 021113
1.17 AC - POND N0. 1
0.87 AC / 38,100 SF -EXISTING
0.07 AC / 2,672 SF -FUTURE
0.94 AC/40,772 SF 080.00%
SITE DATA
OUTPARCEL N0. 611 - 1.11 AC t
MAP BOOK 39 PAGE 374
� TEXAS ROADHOUS HOLDINGS, LLC.
\S ROADHOUSE RESTAURANT
SW8 000418
1.11 AC -POND N0. 2
0.95 AC / 41,522 SF -EXISTING
0.05 AC / 1994 SF -FUTURE
1.00 AC/43,516 SF 090.00%
SITE DATA
OUTPARCEL N0. 3R - 1.25 AC t
MAP BOOK 39 PAGE 360
STONE INVESTMENTS, LLC.
ALPHA GRAPHICS
sws 000840
1.25 AC -POND N0. 2
0.80 AC / 35,036 SF -EXISTING
0.32 AC / 13,969 SF -FUTURE
1.12 AC/49,005 SF 090.00%
APPROVED!
NORTH CAROL INA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
?w9'
�Gv $ 9'70/05
nE C E I V ED
OCT 0 3 2007
5w8wO 7t7M nb
DW
PROD #�$A
LEGEND
- f_ " _ PROPERTY LINE
STORMWATER POND DRAINAGE
AREA DIVISION LINE
STORMWATER POND OUTLINE
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CONSULTING ENGINEERS, INC.
902 MARKET STREET
WILMINGTON, NC
PHONE [phone]
FAX [phone]
www.andrewandkuske.com
DEVELOPER:
LAT PURSER, MEMBER
SMITH CREEK STATION, LLC
C/O LAT PURSER do ASSOCIATES, INC.
4530 PARK ROAD, SUITE 300
CHARLOTTE, NC 28209
[phone]
EXISTING SITE CONDITIONS & DEMOLITION PLAN
SMITH CREEK STATION PARKING LOT & ENTRANCE
MODIFICATIONS FOR THE PROPOSED TRAFFIC SIGNAL
AT RACINE DRIVE & CARL STREET
WILMINGTON, NORTH CAROLINA

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SMITH CREEK STATION, LLC
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LAT PURSER, MEMBER
SMITH CREEK STATION, LLC
C/0 LAT PURSER & ASSOCIATES, INC.
4530 PARK ROAD, SUITE 300
CHARLOTTE, NC 28209
[phone]
BUILDING AND SITE USE:
KOHL'S DEPARTMENT STORE
N56W 17000 RIDGEWOOD DR.
MENOMONEE FALLS, WI 53051
[phone]
EXISTING SHOPPING CENTER SITE CONDITIONS
KOHL'S DEPARTMENT STORE
228 EASTWOOD ROAD
WILMINGTON, NORTH CAROLINA

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R1 6-17-03 1 REVISED WATER SERVICES LOCATIONS JAKIII
SYMBOL I DATE DESCRIPTION BY
REVISIONS
C)2003 ANDREW & KUSKE
OWNER DEVELOPER:
A n d rew & K u S ke LAT P R 1)" MEMBER EXISTING SITE CONDITIONS &DEMOLITION PLAN
SMITH CREEK STATION, LLC
C/0 LAT PURSER do
CONSULTING ENGINEERS, INC. WIOLMINCTRONT NCREET
PHONE [phone]
FAX [phone]
www.(indrew(indkuske.com
4530 PARK ROAD, SUITE1A300 INC.
CHARLOTTE, NC 28209
[phone]
BUILDING AND SITE USE:
KOHL'S DEPARTMENT STORE
N56W 17000 RIDGEWOOD DR.
MENOMONEE FALLS, WI 53051
[phone]
KOHL'S DEPARTMENT STORE
228 EASTWOOD ROAD
WILMINGTON, NORTH CAROLINA

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R1 6-17K REVISED WATER SERVICES LOCATIONS JAKIII
SYMBOL DATE DESCRIPTION BY
REVISIONS
Q 2003 ANDREW & KUSKE
OWNER DEVELOPER:
LAT P RER, MEMBER GRADING, DRAINAGE, EROSION CONTROL
SMITH CRREEK STATION, LLC
n r e w& Lie' u s k e LAT PURSER & ASSOCIATES, INC.
453
4 30 PARK ROAD, SUITE 300
CHARLOTTE, NC 28209
9-40
CONSULTING ENGINEERS, INC. WIL INGTTON,r NCREET BUIILD NIG AND SITE USE:
PHONE [phone] KOHL'S DEPARTMENT STORE
FAX [phone] N56W 17000 RIDGEWOOD DR.
MENOMONEE FALLS, WI 53051
www.andrewandkuske.com [phone]
& UTILITY PLAN
KOHL'S DEPARTMENT STORE
228 EASTWOOD ROAD
WILMINGTON, NORTH CAROLINA

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SYMBOL I DATE I DESCRIPTION
REVISIONS
02003 ANDREW & KUSKE
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Andrew& Kuske [AT PURSER, MEMBER
SMITH CREEK STATION, LLC
C/0 LAT PURSER &ASSOCIATES, INC.
4530 PARK ROAD, SUITE 300
CHARLOTTE, NC 28209
902 MARKET_ [phone]
CONSULTING ENGINEERS, INC. WI MINGTON, NCREET BUILDING AND SITE USE:
PHONE [phone] KOHL'S DEPARTMENT STORE
FAX [phone] N56W 17000 RIDGEWOOD DR.
www.andrewandkuske.com MENOMONEE FALLS, WI 53051
[phone]
LAYOUT PLAN
KOHL'S DEPARTMENT STORE
228 EASTWOOD ROAD
WILMINGTON, NORTH CAROLINA

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