SW7040713_APPROVED PLANS_20040811

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW T(/ZD7(?j
DOC TYPE
El CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD

BnX��`lsw 7oqoW3
U/C/N/TYMAP
N73'
SITE DATA
1. OWNER/DEVELOPER:
RICKY EDWARDS
899 SANDY HOOK RD
SHILOH, NC 27974
[phone]
2, SITE ADDRESS: 137 HWY 158 WEST
3. TOTAL AREA: 4.02 AC
(APPROX 2.86 ACRES HIGH
GROUND,1.16 ACRES WETLANDS)
4. THIS SITE IS ZONED: HC
5. TOTAL DISTURBED AREA: 2 AC
6. IMPERVIOUS AREA:
BUILDING 4,800 SF= 2.74%
CONCRETE 1,054 SF- 0.60%
ASPHALT 22,635 SF- 12.90%
EXIST. STONE 2,866 SF- 1,63%
OPEN SPACE 14-4,001 SF= 8213%
TOTAL 175,344 SF= 100%
7. PARKING REQUIREMENTS: 26 SPACES
1/200 SF OFFICE SPACE @
3,600 SF = 18 SPACES
1/150 SF RETAIL SPACE @
1,200 SF = 8 SPACES
PARKING PROVIDED: 41 SPACES,
INCLUDING 2 HANDICAP SPACES
8. SHADE REQUIREMENTS:
SHADE AREA REQUIRED= 5.360 SF
SHADE AREA PROVIDED - 5,578 SF
9. THIS SITE IS LOCATED IN FLOOD ZONE
"C" AND "A4" (ELEV. 6) ACCORDING
TO FIRM MAP NUMBER 370042 0185
B, DATED DECEMBER 4. 1985.
10. LANDSCAPING MUST BE INSTALLED AS
SHOWN ON THIS PLAN. CHANGES
MUST BE APPROVED BY CAMDEN
COUNTY PLANNING DEPARTMENT.
LEGEND
BENCHMARK
DRAINAGE FLOW DIRECTION
CO-) UTILITY POLE
10.00-\. PROPOSED GRADES
PROPOSED SILT FENCE
- - - - - - - 404 WETLAND LIMITS
- - 10 - - EX. CONTOURS
--- EX_ DITCH/SWALE
- PROPOSED DITCH/SWALE
- - PROPOSED CLEARING LIMITS
�I 1 EX. WOODS UNE
PROPOSED CONCRETE
PROPOSED ASPHALT
EX. ASPHALT
EX. GRAVEL
PROPOSED WILLOW OAK (QUERCUS PHELLOS)
PROPOSED CRAPE MYRTLE (LAGERSTROEMIA INDICA)
PROPOSED INDIA HAWTHORN (RAPHIOLEPIS INDICA)
co
AL
t' Blf1 S 4p.J4 DOA
ALL�N
_il!L_l____�____
EX. EARTHEN WEIR TO BE 4kRqqo
MODIFIED (SEE WEIR ` a _ _ I
t OUTFLOW DETAIL) - 61
APpRO�C ` \
� 404
I 1
t 1 L I 4 -\
gas. \
t 111=1 1 1 45IN.
EX. :DPEN TION
1A Al
A 1 1 1 /wl_ / PROPOSED SEPTIC
FIELD AREA / 1 \ 79 SO +\
t, 1
-
` 1 / INSTALL RIP -RAP
all, 1 1==1 1 - ARPOt�(SEE DETAIL)
DITCH INV. = 7.35 \
I 1 1 \ ' 1 -PROPOSED SWALE @ 0.43% SLOPE _ � !�
0
- - . _ _
1 // a�t
1 1 \ / _ ;• 10.55 10.55 9.55 Ld
i 1 " 1 12'x12' DUMSPTER !
\ % PAD (SEE DETAIL) 20 z M r
i INSTALL RIP RAP \ / , 0 24 . p \ o � ,� f
I�, I ARPON {SEE DETAIL) - / "C 16 o,� BLD �� Qp o% \ 7Q ap �y f N
/ * 9. t4.70 10.50 10.35 ti in
I DITCH INV. = 6.90 J ` / ,f 10-85 t6RTC �0. o o
PROPOSED a 10T 10.15 �y
1 UNIT \ Q
200 SF a CD1,
1 , / F.F. ELEV. = 11.00
(OFFICE) a
\• t 49' PROPOSED 1 1 rn
r�
UNIT #2
1,200 SF
r\
�' t� \, 1. \ } F-F. ELEV. = 11.00
1 \ (RETAIL) 0 1o.85 TC \
W' , I i DITCH HIGH PoiN7
If \ \ w� / INV. = 8.70
�0 \ a
I ► Z \\ \� . 9.70 1
V
! PROPOSED
10' o
{{
10 2Q yu
2,400 5F
ittf `� /iU.7D--� F.F. ELEV. = 11.00 ; o 1
1= + I (RETAIL) 1 S 32�7'14`
L1 �' BUILDING 62.7g 1
I = / 6" STAND-UP n - T$A
CURB (TYP) r, 1•. \\ TOP DRESS WITH
1 ( 5R EX. BUILDING • _ 4" #5 STONE AND
1D.8
t 5TC 9-70 ® USE AS TEMPORARY
„ TO BE REMOVED
40 10,15 GRAVEL CONSTRUCTION
10�0 11.00 •N ,:• ENTRANCE
a i 10.70 �"1. _ ( I 1
203 0 � 10.80 TC � `�'
t \ \ \ 04o/s OLD 10-3 iU o/e to 15 l: EX.BUILDING
t
�
� `\ � � ADO 1 �g oo�� Z • '
o� z
Vlr,
1),, o_
\.N"" ♦ `��5"1 10.10\
tit: N,\ \ a1` \ . 9 9.65
105Cr4�.20
-�� __
,Is -»------------ - - - \ `` .�-� � - �� '-� -i-�-
tl. t 50' STRUCTURAL SETBACK OR 5Q' STRUCTURAL SETBACK
\ s : ;•''�
w •_ 75� \ `� 24 ' 50 LF 15" RCP 11 \
'.3y 7 \ \� 9.45 9 INV. IN = 8.05
�t �' �\ �\ - - - - - - - - - - - - INV. OUT y s.00 -
------------ ;fir j..
- - - - - - - - - - - - - - - ) -� - 25' VEHICULAR SETBACK -
t 25' VEHICULAR SETBACK= - - 1025 0. 5 - -�
1
J \ 10.25 10'x35' NCDOT '
aSr, ..it• .'3t 1 1 t` SITE TRIANGLE
N 2139'00" E �- N 24'39'OC� E
6
4 LF 12" RCP 132.87 / N 17. 9 J E N 29 43'40-
50
\ \ y 0 BE REMOVED / t`28.02
Nr \ ` NSTALL 50 LF 18" RCP EX. 15" CMP �� f FJ
t} J ,l�i: �� \ _ Lf i EV YIJ = Fi Fi5 un• au - �r
TREE CHART
COMMON
REQUIRED
NUMBER OF
SYMBOL
NAME
SIZE
TREES
INIDAN
HAWTHORN
THO
1'
5
CRAPE MYRTLE
3'
13
WILLOW OAK
4'
7
APPR^`fED
NORTH CAROUNA ENVIRONMENTAL
MANAGEMENT COMMISSION
DMSION OF WATER QUALITY
Date.. gi [ t .G
StomwaW F%rn* No. S H/? a4r&70
- EXISTING
1� (WINNER'S CIRCLE SHOPPING CENTER)
GRAPHIC SCALE
ti 30 0 15 30 80
IN F'>uT )
1 inch = 30 ft-
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APPR
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1"X4'X6' SALT TREATED
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DUMPSTER SCREEN DETAIL
NTS
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1" RADIUS
EXISTING
EARTH
6x6xt94o WWF
COMPACTED SUBGRADE
6" THICK CONCRETE SLAB
DUMPSTER PAD DETAIL
NTS
4" .,
CURB DETAIL
mm
2' TYPE SF 9.5 A ASPHALT
6' ABC STONE BASE
4" THICK 2500 PSI CONCRETE SIDEWALK
- �: K 2" TYPE SF 9.5 A
ASPHALT
O 0 0 0 0
70 6" ABC STONE BASE
11-11 V
CONCRETE SIDEWALK DETAIL
NTS
STANDARD HANDICAPPED PARKING SIGN(TYPICAL)
PROVIDE FLARED SIDES TO BE INSTALLED AT REQUIRED HEIGHT AND
0 2:12 MAX. SLOP DIMENSIONAL RELATIONSHIP TO PARKING STALL
OR HANDRAILS /f----HANDICAPPED PARKING STALL
10' RAMP FACE OF 6' CURB
1:20 SLOPE IIALSDiM'D.
LAN
PARKING STALL PAVEMENT MARKINGS (TYP-)
STANDARD HANDICAPPED SYMBOL
5.0 FT. WHEELCHAIR ACCESS AISLE/RAMP
8' 1 8
PLAN VIEW OF PARKING STALL(S)
RESERVED
PARKING
EDGE OF SIGN
MAXIMUM
PENALTY
$250
I�4 20-3�,s CLEARANCE:
60" OUTSIDE OF PEDESTRIAN AREAS
84' WITHIN PEDESTRIAN AREAS
A.D.A. STANDARD HANDICAPPED PARKING SIGN GRADE
(W/ STANDARD HANDICAPPED SYMBOL)
HANDICAPPED PARKING, WALKWAY
& RELATED DETAILS
NTS
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10 YEAR STAGE
ELEVATION = 6.11 6" SCH 40
FEMALE AE
PERMANENT THREADED
POOL ELEVATION = 5.00
_';�
SEEDBED PREPARATION
6" SCH 40 PVC TEE
I
THREADED PLUG WITH
HOLE DRILLED THROW
(DIA. = 1-3/8") j L
THE CONTRACTOR SHALL CUT AND DISPOSE OF WEEDS OR OTHER UNACCEPTABLE GROWTH ON THE AREAS
TO BE SEEDED. UNEVEN OR ROUGH AREAS SHALL BE SHAPED AND SMOOTHED TO PROVIDE FOR EFFECTIVE
SEEDING AND EASE OF MOWING. THE SOIL SHALL BE SCARIFIED TO A DEPTH OF NOT LESS THAN 5 INCHES.
CLODS SHALL BE BROKEN AND THE TOP 3-4 INCHES OF THE SOIL SHALL BE WORKED INTO A SEEDBED BY
THE USE OF PULVERIZERS, DRAGS, OR HARROWS. THE PREPARATION OF SEEDBEDS SHALL NOT BE DONE WHEN
THE SOIL IS FROZEN OR EXTREMELY WET.
LIMESTONE, FERTILIZER, AND SEED
LIMESTONE, FERTILIZER, AND SEED SHALL BE APPLIED WITHIN 24 HOURS AFTER COMPLETION OF SEEDBED
PREPARATION. LIMESTONE AND FERTILIZER MAY BE APPLIED AS PART OF THE SEEDBED PREPARATION, PROVIDED
IT IS WORKED INTO THE SOIL. IF NOT SO APPLIED, LIMESTONE AND FERTILIZER SHALL BE DISTRIBUTED UNIFORMLY
OVER THE PREPARED SEEDBED AT THE SPECIFIED RATE OF APPLICATION AND THEN HARROWED, RAKED, OR
OTHERWISE THOROUGHLY WORKED INTO THE SEEDBED. SEED SHALL BE DISTRIBUTED UNIFORMLY OVER THE
SEEDBED AT THE RATE OF APPLICATION SPECIFIED, AND IMMEDIATELY HARROWED, RAKED, OR DRAGGED AS
TO COVER THE SEED WITH A LAYER OF SOIL.
MULCHING
ALL SEEDED AREAS SHALL BE MULCHED. GRAIN STRAW MAY BE USED AS MULCH AT ANY TIME OF THE
YEAR. MULCH SHALL BE APPLIED WITHIN 24 HOURS AFTER THE COMPLETION OF SEEDING. CARE SHALL
BE TAKEN AS TO PREVENT DISPLACEMENT OF SOIL OR SEED FROM THE SEEDBED AREA DURING MULCHING
OPERATIONS. MULCH SHALL BE UNIFORMLY SPREAD BY HAND OR MECHANICAL SPREADER. AN ACCEPTABLE
APPLICATION WILL BE THAT WHICH WILL ALLOW SOME SUNLIGHT TO PENETRATE AND AIR TO CIRCULATE BUT
ALSO PARTIALLY SHADE THE GROUND, REDUCE EROSION AND CONSERVE SOIL MOISTURE.
MAINTENANCE
AREAS WHERE SEEDING AND MULCHING HAVE BEEN PERFORMED SHALL BE MAINTAINED IN SATISFACTORY
CONDITION UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. AREA OF DAMAGE OR FAILURE DUE TO ANY
CAUSE SHALL BE REPAIRED OR REDONE AS NECESSARY.
SEEDING &MULCHING
PRUNE CODOMINANT
PRUNE BROKEN, RUBBING f OR CROSSING BRANCHES
110 WIRE THRU
RUBBER HOSE
REMOVE TAGS AND LABLES.
CUT AWAY ALL BALLING ROPES
REMOVE TOP OF WIRE BASKET
UNAMENDED BACKFILL SOIL
PARTIALLY BACKFILL, WATER TO
SETTLE SOIL, FINISH BACKFILLING `\
WIDEN AND SCORE HOLE WALL
REMOVE CONTAINER AND CUT CIRCLING
ROOTS IF CONTAINER -GROWN, OR AS A
BURLAP AS POSSIBLE IF FIELD -GROWN
00 NOT PRUNE TERMINAL
LEADER OR BRANCH TIPS
PRUNE NARROW CROTCH
ANGLES & WATER SPOUTS
2" X 2" STAKE INSERTED
12' - 15" INTO SOLID SOIL.
DO NOT STAKE OR WRAP
TRUNK UNLESS NECESSARY.
PRUNE SUCKERS
2"- 3" MULCH KEPT
AWAY FROM TRUNK
SOIL WELL TO CONTAIN WATER
AREA FOR WATER DRAINAGE
(PIPE OR TILE COULD BE
INSTALLED)
LEAVE SOLID SOIL PEDESTAL.
DO NOT DIG DEEPER THAN
BALL DEPTH.
TREE PLANTING DETAIL
NTS
r.1
B
6" SCH 40
PVC TEE
CLASS "B" STONE
COMPLETELY SURROUNDS
DRAW DOWN PIPING
ORIFICE INVERT
\ '��\'�—AV
�\/���\\`lF`" DRAWDOWN DEVICE -
6" SCH 4(I PVC SCH 40 PVC PIPE &
(LENGTH AS REQUIRED) FITTINGS
B 20"X20"X3" THICK
CONCRETE PAD
SECTION A —A
n
_ GRADE _ !�
!Wr06— ••••••�! 1••��
•rr•�r`rr•�rr•�•rr•�•�•vr•�•r•�--���••��`!r!�!t!�ltlS/��l�l�! ��PERMANENT POOL (El=�V.=5.00
THE CONTRACTOR SHALL COMPLY W1TH ALL APPLICABLE REQUIRMENTS OF THE EROSION
AND SEDIMENT CONTROL STANDARDS AND SPECIFICATIONS OF THE DEPARTMENT OF NATURAL
RESOURCES AND COMMUNITY DEVELOPMENT. SOIL EROSION AND SEDIMENTATION CONTROL
MEASURES SHALL BE PROVIDED ON ALL AREAS OF THE SITE WHICH ARE DISTURBED OR
GRADED. CONTRACTOR SHALL PROVIDE GROUND COVERS (SEE SCHEDULE BELOW) WITHIN 30
CALENDAR DAYS AFTER COMPLETION OF CONSTRUCTION WITHIN THE SPECIFIC AREAS. THE
CONTROL MEASURES SHALL BEGIN PRIOR TO ANY LAND DISTURBING ACTIVITY INCLUDING
CLEARING; SHALL CONTINUE DURING THE CONSTRUCTION AND SHALL CONTINUE NTH THE
NECESSARY MAINTENANCE UNTIL THE DISTURBED LAND IS STABILIZED. COMPLIANCE WITH LOCAL
AND/OR STATE SOIL EROSION AND SEDIMENTATION CONTROL LAWS SHALL BE THE ENTIRE
RESPONSIBILITY OF THE CONTRACTOR. THIS PARAGRAPH IS INTENDED TO SERVE ONLY AS A
GUIDE TO THE CONTRACTOR FOR COMPLIANCE WITH SUCH LAWS. ORDERS, RULES AND
REGULATIONS CONCERNING EROSION AND SEDIMENTATION CONTROL PROTECTION OF EXISTING
STRUCTURES AND FACILITIES FROM SEDIMENTATION SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR. ITEMS TO BE PROTECTED SHALL INCLUDE, BUT ARE NOT LIMITED TO CATCH BASINS,
NATURAL WATERWAYS. DRAINAGE DITCHES, WALKS, DRIVES, ROADS, LAWNS, AND STREAMS.
EARTH WEIR
NTS
SECTION
r—p OF 21TCH BANK
DRAWDOWN DEVICE
LAYER OF #5 -
WASHED STONE
4" THICK
A
SECTION B—B
EROSION CONTROL
MEASURES
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BOTTOM OF DITCH`i 1 opopo°opo°apo �?
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SEED MIXTURE RATE
OPTIMUM PLANTING DATES
p°p°p °p°p°paa0°apa°Op0°ooaoG
0
1. KENTUCKY 31 FESCUE 5 1/1000 SF
MAR. 15 - MAY 1
PROFILE CLASS B STONE
REMOVE SEDIMENT WHEN IT ACCUMULATES
AUG. 15 - OCT. 15
TO 1/2 THE HEIGHT OF THE DAM
2. COMMA BERMUDAGRASS 2 #/1000 SF
MAY 1 - JUNE 30
FILTER DAM IS TO BE IN PLACE UNTIL
(HULLED)
GRASS IS ESTABLISHED IN BOTTOM OF DITCH
SUFFICIENT TO PREVENT EROSION
3. PEARL MILLET 2 #/1000 SF
MAY 1 - OCT. 1
4. FESCUE 5 #/1000 SF
OCT. 15 - MAR. 15
CHECK DAM DETAIL
SEEDING
SCHEDULE
NTS
1. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE PADS. (SEE DETAIL)
2. INSTALL EROSION CONTROL DEVICES AT SITE DISCHARGE POINTS TO PREVENT
OFF SITE SEDIMENTATION.
3. CUT NEW SWALES AND DITCHES AND CONSTRUCTION DETENTION POND.
4. INSTALL THE REMAINING SEDIMENT AND EROSION CONTROL PROTECTION.
5. INSTALL THE STONE BASE AND ASPHALT FOR THE PROPOSED PARKING.
6. SEED THE DISTURBED AREAS IN SUCH A MANNER THAT NO AREA WILL
REMAIN DENUDED FOR MORE THAN 30 DAYS.
7. REMOVE SEDIMENT FROM DETENTION POND AND RESTORE TO DESIGN DEPTHS.
8. MONITOR AND MAINTENANCE THE INSTALLED EROSION CONTROL MEASURES
AND REPAIR AS NECESSARY.
9. ONCE VEGETATION IS ESTABLISHED, REMOVE THE CONTROL DEVICES.
CONSTRUCTION SEQUENCING
3
1f
TYPICAL DITCH OR SWALE
NTS
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