SW7081010_APPROVED PLANS_20090206

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW ��
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
(�Q
YYYYM M DD

1214
1209
SCUFERNOM
1209
CM 64
e4 WE
1300
1110
1105 94
' 1 1
LECOV
I I II
. ut0 GALGIAATED POINT' I I
Q IFF M PIPE FOLD I I
Q FF IRON ROD FOLD
NAILSr 38
IRON ROD 5Er Q xie I 7
PK PK NAIL SET LOTFOM F9 I LIJ - 5 COUNTY OP TYRRELL I I. c M
-� EXISTING SKIN PO A, 5L 967 PO LOT
967 I D$. 216, PG. 295
EXISTING Lrzvff POLE
EXISTING UFILITY POLE TOVNN OF 6alMI5LA
U EXISTING CAME TV PEDESTAL I - - I I I I P6 10, PG I06
O EXISTING TELEPHOw FEDESTAL - I
EXISTING OATOIi 15ASIN
PROPOSED LIGHT POLE N13'51'07 - -
PROPOSED STORMWATER FLOW ARROW 4.38'
PROPOSED HANDICAP PARKING SPACE SYMBOL-
�� PROPOSED TRAFFIC FLOW ARROW - -� - - ----
v PROPOSED SIGN
-
ADAVBIQ+E D1A "ON NORM cARRI*
WDTTj
(VAFt1A$LE R /iy) / PA leb Prz. slo
Ya/r„'sfsf.1'� N74'35'23"E 390.50'
0 R
"
�yV/MAP
.,�.
VXV . ...,,n
N.T.S.
Q�'/� p�.
SIG PL
1. OWNER: HATCHELL AND HATCHELL, LLC
P.O. BOX 2405
MANTEO, NORTH CAROLINA 27954
2. DEVELOPER: HATCHELL AND HATCHELL, LLC
3. THE OWNER INTENDS TO CONSTRUCT A CARWASH AND RETAIL DRIVE-THRU FACILITY ON THE
NORTHERN PORTION OF THE SITE.
4. THE PROPERTY IS RECORDED IN DEED BOOK 217, PAGE 837,
5. PROPERTY ADDRESS: 911 SCUPPERNONG DRIVE
COLUMBIA, NORTH CAROLINA 27925
6.. THE PROPERTY IS ZONED B-2 HIGHWAY BUSINESS DISTRICT AND A CARWASH AND RETAIL
STORE ARE PERMITTED USES.
7. MINIMUM BUILDING SETBACKS:
FRONT: 50'
REAR: 20'
SIDES: 20'
8. BUILDING HEIGHT SHALL NOT EXCEED 56'.
9. THE BUILDING WILL COMPLY WITH VOL. 1C OF THE NORTH CAROLINA STATE BUILDING CODE
AND CURRENT NFPA REQUIREMENTS.
10. PARKING HAS BEEN CALCULATED AS FOLLOWS:
DRIVE-THRU/AUTOMATIC BAY = 3 USER SPACES AND 8 STACKING SPACES
MANUAL BAYS = 1 USER SPACE AND 1 STACKING SPACE
2 VACUUMS = 4 SPACES
1 EMPLOYEE = 1 SPACE
11. THE SITE IS LOCATED IN FIRM ZONES "AE" (5) (STILLWATER ELEVATION = 5.1')
FIRM MAP NUMBER: 3720880000J, EFFECTIVE DATE: 1-16-04.
(SUBJECT TO CHANGE BY FEMA)
12. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE SPECIFIED.
ELEVATIONS SHOWN ARE HEREON PER NAVD88.
13. THERE ARE NO DELINEATED WETLANDS ON THIS SITE.
14. LOT AREA SHOWN (BY COORDINATE METHOD) = 64,788 SF (1.49 AC.)
15. AREA TO BE DISTURBED: 59,008 SF (1.35 ACRES)
16. LOT COVERAGE IS AS FOLLOWS:
EXISTING BUILDING: 3,715 SF
EXISTING PAVEMENT: 0 SF
EXISTING CONCRETE: 0 SF
EXISTING COVERAGE: 3,715 SF (TO BE REMOVED)
PROPOSED BUILDING: 3,330 SF
PROPOSED CONCRETE: 18,199 SF
PROPOSED COVERAGE: 21.529 SF (33.2%)
17. TOTAL IMPERVIOUS AREA : 21,529 SF
18. THE OWNER SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL BUFFERING. ALL
REQUIRED LANDSCAPING AND BUFFER AREAS SHALL BE MAINTAINED IN GOOD CONDITION SO
AS TO PRESENT A HEALTHY AND ORDERLY APPEARANCE AND SHALL BE KEPT FREE FROM
REFUSE AND DEBRIS, THIS INCLUDES, BUT IS NOT LIMITED TO THE REPLACEMENT OF
PLANTS DAMAGED BY INSECTS, DISEASE, VEHICULAR TRAFFIC AND VANDALISM.
19. LIGHTS FOR THIS SITE WILL BE 20OW POLE MOUNTED FIXTURES AND BUILDING MOUNTED
WALL PACK LIGHTING.
20. ALL NEW UTILITIES ARE TO BE PLACED UNDERGROUND.
21. ALL SIGNS SHALL BE ERECTED, ALTERED AND MAINTAINED IN ACCORDANCE WITH THE
PROVISIONS IN THE TOWN CODE OF ORDINANCES.
22. ALL OUTDOOR LIGHTING SHALL BE ERECTED, ALTERED OR MAINTAINED IN ACCORDANCE WITH
THE TOWN CODE OF ORDINANCES. ALL LIGHT PRODUCED ON SITE SHALL BE CONTAINED
WITHIN THE PERIMETER OF THE SITE BY DESIGN, ORIENTATION OR SHIELDING OF THE LIGHT
SOURCE.
23. STORMWATER MANAGEMENT WILL BE IN ACCORDANCE WITH NCDENR COASTAL STORMWATER
REGULATIONS. A HIGH DENSITY STORMWATER PERMIT IS REQUIRED. THE BMP WILL BE A
CREATED WETLAND TREATMENT SYSTEM.
24. ALL DISTURBED AREAS SHALL BE STABILIZED WITH A COASTAL VEGETATION MIX.
25. SILT FENCE TO BE INSTALLED ON SITE AS SHOWN ON EROSION CONTROL PLAN.
26. SEEDING AND EROSION CONTROL SHALL BE ESTABLISHED WITHIN ANY DISTURBED
RIGHT-OF-WAY AREAS. THE RIGHT-OF-WAY SHALL BE RESTORED AFTER CONSTRUCTION
WITH GRADING AND STABILIZATION OF ALL DISTURBED AREAS. EXISTING CULVERTS SHALL BE
REMOVED AND/OR REPLACED IF DAMAGED DURING CONSTRUCTION.
x 4" V
16" x 6" F
AGROUND
1 CONC. FO
PLAN VIEW
1" X 6" FENCING
ALTERNATING SIDES
8'-0"
NOTES:
1. ALL FENCE LUMBER TO BE CCA TREATED
(APPROVED FOR GROUND CONTACT).
2. ALL FASTENERS, HINGES, LATCHES OROTHER
HARDWARE TO BE HOT DIPPED GALVANIZED.
3. 2" x 4" DIAGONAL BRACING TO BE
PROVIDED AT FENCE CORNERS.
NTS
8" UNLESS
OTHERWISE
SPECIFIED
5'-0"
NOTE:
'. EITHER POINT OR TAIL OF ARROW
SHA_L BE LOCATED 1.5' BACK OF
THE EDGE OF THE TRAFFIC LANE,
EITHER ENTERING/LEAVIING AND
AT CENTER OF DRIVING LANE.
PAINTED ARROW (YELLOW)
• I • " Iaa._rijL •
4
5 7/8"
1-1/2"
e 6
2"R . .
12" � n
\\�\�/\/��\/// CONCRETE
\i
STAWA D CIM AAD GUTTW
NTS
2'-6"
1/4"R TOOLED EDGE
4000 PSI CONCRETE
4x4 WWF
SUBGRADE (95%
STANDARD PROCTOR)
5" CONC. OR
2" SF9.5A PAVEMENT
6" ABC BASE
S12'29'48"W 273.70'
a FW PLANMO DEML
NTS
VEGETATIVE FILTER
PROPOSED UMR OF WORK
59'12'271V 490.49'
SCREENED
DUMPSTER PAD
OORPORATE LIMITS
N/F
OOUNfY OF TYRRELL
D9 164, PG 745
GRAPHIC SCALE
( IN FEET )
1 inch = 30 ft.
W. POF PM AgtW
PRMYGi F.ASMOIF
(554 I"
11115 �` A
R
APPROVED
NORTH CAROLINA ENVIRONMENTAL
N!AP:AGEMENT COMMISSION
CPJ;0I0N OF WATER QUALITY
Date Z / ( , 20-�I-
Storn'mater Permit Na kAv c' r / o / C
6mZ-M
O�
0
0
N
CV
i
O
lL
c
N
F,
70
C
f0
J
E
v
J
a U
O
my �ro
2 Tal
U c
O
l0 M .M 0N MN
.o
0m
$ y 0
N F - p
.% Q y N
'6V
M
m f n (h ter f� E
N N
E
N�
N
=
n
W
N m
E w x- a
0 E a
vm a�
�>imp c�'a
a in0=0ii
2
ma
¢�aYaLL
Fo<0.0
`CAR(),''r,,.
Z
J
W
Q
LO �
O
V
z
o
G U
W (/)W
z Q)
g�
CC
L= U
W 0
C)
O Q
Cl7
C
O O
L�
Z
3
OF-
0
rn
QJ M N rl
Q M w � O
O p
W W
z
0 3 cYi
N 0 U C
SCALE:
1 " = 3 0'
C201
Y

STOA MWA7E4 DRANAGE AND MANTEVAMCE M07M
1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CONTACT ULOCO (800-632-4949) TO LOCATE
UNDERGROUND UTILITIES.
2. ALL STORM SEWERS SHALL BE HDPE UNLESS OTHERWISE SPECIFIED.
3. DROP INLETS SHALL BE CONSTRUCTED PER NCDOT 840.
4. ALL OPEN PIPE ENDS SHALL BE FITTED WITH A FLARED END SECTION OF THE SAME MATERIAL AND
SIZE.
5. INSTALLATION OF STORMWATER MANAGEMENT MEASURES SHALL BE IN ACCORDANCE WITH THIS PLAN
AND REQUIREMENTS STIPULATED BY THE DIVISION OF WATER QUALITY STORMWATER PERMIT.
6. IF RUNOFF FROM CONSTRUCTION ACTIVITIES IS DIRECTED TO THE BASIN, THE ENTIRE BASIN BOTTOM
SHALL BE RESTORED TO DESIGN GRADES PRIOR TO FINAL PLANTING.
7. CONTRACTOR SHALL PROVIDE "AS -BUILT" DRAINAGE PLANS UPON COMPLETION OF WORK. AS -BUILT
DATA SHALL INCLUDE PAVEMENT AND BASIN GRADES AND ALL DRAINAGE STRUCTURE RIMS AND
INVERTS.
8. UPON ACCEPTANCE BY THE OWNER, IT IS THE OWNER'S RESPONSIBILITY TO PROVIDE NECESSARY
MAINTENANCE SO THAT THE STORMWATER SYSTEM WILL FUNCTION AS INTENDED.
9. AFTER EVERY RUNOFF PRODUCING RAINFALL EVENT AND AT LEAST MONTHLY, INSPECT THE CREATED
WETLAND FOR EROSION, TRASH ACCUMULATION, VEGETATIVE COVER, AND GENERAL CONDITION. ALSO
INSPECT THE INFLOW STRUCTURES, CURB & GUTTERS, FLUMES, RIP -RAP, AND BASIN FOR
OBSTRUCTION OR DETERIORATION. REMOVE ANY BLOCKAGE AND REPAIR THE STRUCTURE TO
APPROVED DESIGN SPECIFICATIONS
10. REPAIR ERODED AREAS IMMEDIATELY, RE -SEED AS NECESSARY TO MAINTAIN ADEQUATE VEGETATIVE
COVER ON SLOPES.
11. CHECK FOR SEDIMENTATION WITHIN THE BASIN ANNUALLY. IF DEPOSITION OF MATERIAL IS OBSERVED
WITHIN THE SYSTEM, REESTABLISH DESIGN GRADES AS INDICATED ON APPROVED SITE PLAN. INSPECT
BASIN WALLS AND STRUCTURES TO ENSURE THAT THEY ARE MAINTAINED AT THEIR DESIGN ELEVATIONS.
IF EROSION OCCURS, REESTABLISH DESIGN ELEVATIONS AS INDICATED ON APPROVED SITE PLAN.
12. OWNER SHALL REFER TO AS -BUILT DRAINAGE DATA FOR BENCHMARK ELEVATION WHEN EVALUATING
SEDIMENTATION LEVELS.
N/F
LOT 9
PG A, SL
1
I
N/F
E"VFLYN M
PG A, SL
7
c
m
a
U
C
f0
J
I
o■
0 U
C J O
J N y
N pp d
d N jp
55
22
m
N .- N O�
d OO Q@
yu
0
y W.a O
y V Z V �, y
y Q N
Q tOw N��
m
NNN�
Nco m= N N d
x>
j N D N m
`6
m m 6 m
E�ma>ui�4
V E, a
�°am:F
m In O=OK
QH`0<
n w
6.G�,10V
3'
5'
3' '.. N
� LIMITS OF SHALLOW LAND- a
`qN
SIGN 5.80 Y:
. cALc
GN GLIATED POINT
NATCtfU AND HAT6d!L, LLG I
D6 217, P6 837 a
tJSELIGHTED P .G
00R�6ti0\ °NN, LANDSCAPING
L
OFF
IRON PIPE FG"
1
1 EA-12 F
c I SHALLOW LAND ARA=1293 SF
O w
IRON ROD 176"
`- 1.S [T
y 7
f
® Rs
IRG1J Rbp SET
<° ..
•
PIC NAL FOLD
R /i I STORAGE ELEVATON= 2.5' e O7-3
NAL SET
LINE VEGETATIVE FILTER '
a.
IX15TIN6 516N
TOP OF DEEP POOL
LIMITS WITH SOD
\
•60i•�
IXI5TINO 1_01T POLE
I DEEP POOL AREA-314 SF - -
-
�•
r Z
IXI5TIN6 UTILITY PGLE
8" PVC PIPE (10' LENGTH) FILLED WITH Crop ELEV- t.o)
(BOTTOM ELEV- -1.0) •;
• C ^
w 5.80
U
IXISTINO GABLE TV PEDE5TAL
^ ...
EARTH OR 4" WIDE x 10" DEEP
RI
.'
0.
T�
IXISTIN6 TBFR'IGNE PEDESTFIL
CONCRETE CURBING WITH BURY IN SIDE
2 00
< .'
N
.:,
IXISTIN6 GATGi pA51N
SLOPE. LEVEL AT ELEV. = 2.5' PROPOSED B'�
'
tr Y�
PROPOSED LIGHT POLE
PRNACY FENCE
-"
'
a
a • . _`. 0,a
T. �.
Q
PROPOSED STORMWATER FLOW ARROW
0yEwLoW Nm4yQETA%wFL7EFJ C%�I�
_,10
6` m
N
PROPOSED HANDICAP PARKING SPACE SYMBOL,,,..
a
-
PROPOSED TRAFFIC FLOW ARROW
3a ...,,
NTS ! cH,,,-a��
,... . ,:r ...7..�*s=via.
�L _ '
`
z
PROPOSED SIGN
_ "` SGR
ouM
NED
R PAD
2•''�•
2B.z3'
0
DITCH GTERLINE W TY LINE 462. 6'
FN
S1729'40 W 273.70GNL S9'1 Y27"W 490.49' GORPGRATE
LIMITS
U
6" THREADED CAP
6" x 6" TEE
INVERT 0 1.5'
8" CONCRETE ANCHOR
BLOCKING (20" WIDE)
8" 6" SDR 26
io
PERM POOL
ELEV=1.5' N
AGGREGATE BASE
9" (6" DEPTH)
12"
INSTALL CAP W/ a" ORIFICE
DEEP POOL (SEE (S/EEE /}WETLAND PLAN)
M7.r
18" CURB & GUTTER
W/ FLARE TO MATCH
#5 BARS 0 3"
8"
t0
N
6"
[1
Y PLAN
VARIES
1" WEEP HOLES
SECTION X-X
NTS
NCDOT CLASS 1
RIP RAP
EXI5TIN6 DITCH \
.3'
1.
MORTAR JOINTS 1/2" t 1/8" THICK.
2.
USE CLASS "B" CONCRETE THROUGHOUT.
3.
USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB.
4.
USE BRICK OR CONCRETE BLOCK WHICH COMPLIES WITH THE REQUIREMENTS
X
OF SECTION 840 OF THE STANDARD SPECIFICATIONS.
5.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO
SLAB AS SHOWN ON STD. NO. 840.00.
6.
INSTALL (2) 1" WEEP HOLES AS DIRECTED BY THE ENGINEER.
7.
FOR 8'-0" IN HEIGHT OR LESS, USE 8" WALL.
8.
CONSTRUCT WITH PIPE THROATS MATCHING.
9.
USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED.
10.
CHAMFER ALL EXPOSED CORNERS 1".
11.
TRAFFIC RATED PRECAST BOXES MAY BE USED IN LIEU OF MASONRY
STRUCTURES.
RIM ELEVATION
FRAME GRATE
& HOOD
NCDOT 840.03
AIL
CONC.° CURB
ASPHALT n
8"
6"
SECTION Y-Y
,.. r a�i$:4 j�'�"" s :• �N1435'23E 39050,A
¢73,e y� /i cev i
WETLAND OUTLET STRUCTURE
(SEE DETAIL)
OVERFLOW WEIR (SEE DETAIL)
PROPOSED 8
2.0 /
JV YLVLIl111YL I ILI LI\
Cffi47ED WETLAND DETAL
SCALE: 1" = 20'
30
6
N
0
O
0
°
d
d
SCREENED
DUMPSTER PAD
COUNTY Or TYRRML
DD 164. P6 745
GRAPHIC SCALE
0 15 30 60
( IN FEET )
1 inch = 30 ft.
Ili
TEMPORARY
ULLr rvvL yr GLGV. = I.v MJL
DEEP POOL (BOTTOM) ELEV. = -1.0' MSL
CM47M WETLAND f LAMB
BOTANICAL NAME
COMMON NAME
TREE - 17 STEMS
ACER RUBRUM
RED MAPLE
BETULA NIGRA
RIVER BIRCH
TAXODIUM DISTICHUM
BALD CYPRESS
SHRUBS - 68
STEMS
MYRICA HETEROPHYLLA
SWAMP BAYBERRY
CEPHALANTHUS OCCIDENTALIS
BUTTONBUSH
ILEX VERTICILLATA
WINTER BERRY
ILEX GLABRA
INKBERRY
SYMPLOCOS TINCTORIA
HORSE SUGAR
SAMBUCUS CANADENSIS
ELDERBERRY
HERBACEOUS
- 102 STEMS MIN. 5 VARIETIES)
\
EUPATORIUM MACULATUM
JOE PYE WEED
HELIANTHUS ANGUSTIFOLIUS
SWAMP SUNFLOWER
HIBISCUS MOSCHEUTOS
SWAMP ROSE MALLOW
JANCUS EFFUSUS
SOFT RUSH
PONTEDERIA CORDATA
PICKEL WEED
ACORUS CALAMUS
SWEET FLAG
RIS VIRGINICA
SOUTHERN BLUE FLAG IRIS
EMERGENT PLANTS - 100 STEMS (MIN. 5 VARIETIES)
POND WEED
DUCK WEED
SAW GRASS
SEA SHORE MALLOW
CORD GRASS
PERENNIAL GLASSWORT
SALT MEADOW GRASS
TREES (15'-20' D.C.).
(SEE TABLE)
SHRUBS (f5' O.C.)AND
SHALLOW LAND
HERBACEOUS PLANTS
(f3' O.C.) (SEE TABLE)
EMERGENT PLANTS
(SEE TABLE)
O
v J
W
7
L
L.L O
Z_Qc
0 L
12" MIN. TOPSOIL r�
DEPTH WITHIN V =
SHALLOW LAND AREAS
Qc
im
NOTES:
1. DO NOT INSTALL TREES WITHIN 5' OF INLET PORTION
W
OF BASIN.
C./1
2. PRIOR TO PLANTING, SOIL SHALL BE TESTED TO VERIFY
O
�
THE FOLLOWING PARAMETERS:
PH -
JO
MATTER
ORGANIC MATTER (2% - 10%)
U
3. APPLY FERTILIZER PER NURSERY REQUIREMENTS. CONSULT VENDOR REGARDING
L�
CD
FERTILIZATION REQUIREMENTS FOR INDIVIDUAL SPECIES. (SEE PARTIAL VENDORS
UST)
Z
O
4. CONFIRM FINAL PLACEMENT OF PLANTINGS WITH LANDSCAPE PLAN.
5. MAINTENANCE SHALL INCLUDE THE FOLLOWING:
A) MONTHLY INSPECTIONS FOR EROSION,
8) EVERY SIX MONTHS INSPECT PLANT HEALTH, AND MULCH VOIDS,
C) YEARLY INSPECTIONS/REPLACEMENT OF SUPPORTS AND MULCHING.
00�
Q
m
6. CUT EXISTING GRADE TO 12" BELOW PROPOSED GRADE TO ALLOW FOR 12"
RESPREAD OF EXISTING TOPSOIL ALONG SHALLOW LAND AREA OF WETLAND.
m
o
m
o
PROTECT WITH SILT FENCE.
w
7. UPON COMPLETION OF GRADING IMMEDIATELY PROVIDE EROSION CONTROL EXCELSIOR
MATTING AND PLANTINGS. WETLAND SHALL BE STABILIZED WITHIN 14 DAYS. IF
REMAINDER OF SITE IS NOT STABILIZED, INSTALL SILT FENCING ALONG PERIMETER
z
S2
z
x
i�
=
OF NON -STABILIZED AREAS.
o
y
in
0
0
lz
SCALE:
1
9) =
30'
VENDORS LIST (SUPPLIERS OF WETLAND SPECIES): "302
COASTAL PLAIN CONSERVATION NURSERY CAROLINA GREENERY
EDENTON, NC. 252.482.5707 WEST END, NC 910.947.3150
TAYLOR'S NURSERY, INC. ���A
RALEIGH, NC. 919.231.6161
Y