SW7100106_APPROVED PLANS_20100309

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
i
SW 1710 &( 2
DOC TYPE
❑ CURRENT PERMIT
D APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE. EVALUATION INSPECTION
DOC DATE
�)�CJr9�133
YYYYMMDD

SITE PLAN NOTES:
OWNER: EASTERN PRIDE, INC.
GENERAL CONTRACTOR: HUDSON BROTHERS
CONSTRUCTION CO.
BUILDING SIZE: 8000 SF
PROPERTY SIZE: 1.20 AC
PARKING PROVIDED: 27 TOTAL
HANDICAP SPACES; 2 SPACES
ZONING: GB
SETBACKS:
FRONT YARD — 15'
SIDE YARD — 10'
REAR YARD 5'
UTILITIES:
WATER LINE — BERTIE COUNTY
SEWER MAIN — TOWN OF COLERAIN
WASTEWATER SERVICE: 4" SCH 40 PVC
WATER SERVICE: 1" COPPER
ALL NEW SERVICES SHALL MEET ALL
NC BUILDING CODE REQUIREMENTS
ALL EXISTING UTILITIES ARE SHOWN
BASED ON FIELD EVIDENCE.
PRIOR TO ANY DIGGING NC ONE CALL SHALL
BE CALLED AND CONFIRM LOCATION AND SIZE
OF ALL EXISTING UTILITIES.
Li
7
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PAVEMENT
SECTION
LJ
2' SURFACE COURSE
COMPACTED SUBGRADE
20 DRAII'IAGE EA MENT
_
-
STO
POND
EXIST- DITCH
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EXIST. TREE LINE METER AND
1WM3v�pe40 NEW 1" WATER
BACKFLOW PREVENTER IN
HOT BOX —
EXIST. s" SEWER MAIN (PVC)
R5.00
I 27
1
I
I 26
I
I
I 25
1
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I 23
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1
22
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1 21
1
I 20
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II 1
I 1
1 1
1
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45 SOU
NC HWY
1" WATER SERVICE TAP TO BE
INSTALLED
1
1
DUMPSTER 1
PAD (20'X12') MECHANICAL PAD 1
W/ FENCE ENCLOSURE
15
` 00
= 1
PROP. 81814" THICK
CONC. PAD W/ 6"DIA
STEEL BOLLARDS I W
- (OWNER TO VERIFY I N
W
LOCATION) i tv
PROP. 5'X6'X4" THICK I
CONC PAD I 00
1
30' 100.00
PROP.
BUILDING 1
FFE = 50
1
80.00 1
I
PROP. 6"DIA STEEL I
BOLLARDS SPACED I
6'-4" ON CENTER I
I
I
10' CONCRETE SIDEWALK I
4 7
HC HC I
9 1 2 3 1
8 1
R5.00 1
20' (TYP)
7 I.
I
ASPHALT 32 I
PARKING I
R5.00 1
10' TYP
9 $ I
12 11 10
14 13 1
16 15
ft,„OUT 36W _41AV —,___ —
1 _�Gmvvrw >U --- �:
L SI N 1mllmE 6152' + NEW JB
IWarrW9B"
S 05, 02„W 162.35 18„ RCP
EXIST.
36RCP R20.00
CONTRACTOR TO REMOVE -
EXISTING CURB TO CB. BF
CB-
RMMNT STREET
■ sy
4" SEWER SERVICE TAP TO BE
■ INSTALLED CORE EX. MH
INV 4" SERVICE = 44.0
EXIST. WATER MAIN (PVC ?) -
EXISTING LP GAS
TANK TO BE
RELOCATED
6' PRIVACY FENCE
NOW OR FORMERLY
CARROLL W. BEASLEY
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GRAPHIC SCALE l'
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( IN FEET )
1 inch = 20 ft.
General Notes
- SEAL e
s, 20212 : z=
PAMLICO ENGINEERING SERVICES, PLLC
LICENSE NO. P-0530
LEGEND
LINES SURVEYED
----
LINES NOT SURVEYED
PROPERTY LINE
OVERHEAD ELECTRICAL LINE
FENCE
EIP
EXISTING IRON PIPE
ECM
EXISTING CONCRETE MONUMENT
EIR
EXISTING IRON ROD
EIA
EXISTING IRON AXLE
ERRI
EXISTING RAILROAD IRON
EPKN
EXISTING PK NAIL
ERRS
EXISTING RAILROAD SPIKE
IPS
IRON PIPE SET
IRS
IRON ROD SET
CMS
CONCRETE MONUMENT SET
PKNS
PK NAIL SET
RRSS
RAILROAD SPIKE SET
DB
DEED BOOK
CL
CENTER LINE
R/W
RIGHT-OF-WAY
PP
POWER POLE
RBS
RE -BAR SET
NS
NAIL SET
DITCH
CID
CONCRETE PIPE
1
Sewer Lateral Location
3/3/2010
No.
Revision/Issue
Date
FAMILY DOLLAR
COLERAIN, NC
PAM LICO
ENGINEERING
SERVICES, PLLC
128 ABBEY LANE
WASHI II10K NC 27889
Project 09010
Sheet
1
Date
ry�
1/10/2009
Scale
1. C 201

J
GRADING PLAN NOTES:
OWNER: EASTERN PRIDE, INC.
GENERAL CONTRACTOR: HUDSON BROTHERS
CONSTRUCTION CO,
AREA TO BE DISTURBED = 1.20 AC
OFFSITE DRAINAGE AREA = 1.05 AC
ONSITE DRAINAGE AREA =1.20 AC
TOTAL IMPERVIOUS AREA = 0.55 AC
POND SIZE SURFACE AREA PERM POOL =4710 SF
POND SIZE VOLUME PERM POOL =8172 CF
NO KNOWN WETLANDS ARE LOCATED ON THIS PROPERTY
CONTOURS SHOWN ARE IN ONE FOOT INTERVALS
SEE OVERALL PLAN FOR TOTAL SITE DRAINAGE
ALL SPOT ELEVATIONS ARE EP UNLESS OTHERWISE
SPEICIFIED.
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
1 inch = 20 ft.
Q
— ---44—
44
/ NEW 15" RCPP�RCPPP
I INV IN = 43
' INV OUT = 42.8
m
STONE INLET PROTECTION
$ 6 CLASS B RIP RAP
SEE ATTACHED DETAIL
ORIFICE TO BE PLUGGED
I UNTIL FINAL CONSTRUCTION
OF POND IS COMPLETE
I\
WET DETENTION POND SEE
DETAIL SHEET I
FOR MORE INFORMATION
SWALE /
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INV OUT 40.98
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PROP- 39" RCP
—PER NCDOT SPECS
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1 PROP.
BUILDING
FFE = 50.0
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Ury 35" 41,45, A
42 "47 W I IN POWER POLZ
4&= \ Top NAL,t-4 w NAVOtie
0 162.35
PROP. DI PER NCDOT SPECS,
RIM = 47.2
INV IN = 41.45
\ . INV OUT 41.35
CuRa bil
-Er\
WITH INLET PROTECTION
_ \ / FL GRATE m 46.W \
lrtvovrW38�RCP m 4.417CY
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General Notes
CA 01
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as'••�'�Q F
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20212 Z=
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PAMLICO ENGINEERING SERVICES, PLLC
LICENSE NO. P-0530
1
Issued Plans
3/3/10
No.
Revision/Issue
Date
FAMILY DOLLAR
NC
PAMLICO
ENGINEERING
SERVICES, PLLC
ilMUM
WAS M0MIK NC 27889
2n%S.M
Project
sheet
09 009
2
Date
1/15/10
Scale
la=201

STONE FILTER OF 1" GRAVEL PLACED
AGAINST FENCING WHERE REQUIRED. __N
8'....00 MAX
8'-0' MAX
I dI
to
_--,III
i Al.
'--9" MIN .
LE NOT
"
IA
2' x 2" STEEL POSTS
NOTES:
A. POSTS SET AT DEPTHS OF 4' WHEN IN EARTH BACKFILL.
B. ANCHOR DITCH IS 9" x 9" AND FILL IS TO BE COMPACTED.
C. PROVIDE ADEQUATE EXCAVATION AHEAD OF SILT FENCE TO ACT AS A
VELOCITY BREAK AND SILT TRAP.
D. CONTRACTOR MAY USE MATERIAL OR METHOD UPON APPROVAL
FROM ENGINEER.
SILT FENCE
NOT TO SCALE
Wk DIM 1M
NOT in WAX
PIPE OUTLET TO^FLAT AREA -
PLAN „
"' ,.,
Ar:rRE :ATE
WIRE
MESH
SILT
FENCE
ANCHOR
DITCH
PIPE OUTLET TO WELL-
PLAN
La
SECTION THRU PIPE
NOTES: 1. La IS THE LENGTH OF THE RIP —RAP APRON.
2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6".
3, IN A WELL—DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS TO AN ELEVATION OF 6" ABOVE
THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK, WHICHEVER IS LESS.
4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIP —RAP AND SOIL FOUNDATION.
CULVERT OUTLET TO
RIP -RAP PROTECTION DETAIL
NOTE: DO NOT PLACE CHECK DAMS IN LIVE STREAMS.
)OT CLASS "A" STONE
TO 6 INCH DIA.)
NO. 5 WAS
STONE
FLOW —�
SECTION
FOR LARGER CHANNELS . USE NCDOT
CLASS "I" RIP -RAP FACED WITH # 5 WASHED
STONE
STONE CHECK DAM
NOT 70 SCALE
1, MI\
FLOOD STORAGE ZONE J5 WASHED S.ONC-----
5' SEDIMENT STORAGE ZONE
(TOTAL BASIN CAPACITY)_
\�lJI I1' I('� —6" MAX SEDIMENT DEPTH
CARRY RIP —RAP UP
SIDES OF SPILLWAY
fi,CEi30.
—05 WASHED STONE
FABRIC
CLASS Or
RIP -RAP
TOTAL BASIN CAPACITY
CLEAN BASIN WHEN MAXIMUM
LEVEL OF SEDIMENT IS REACHED.
SECTION THRU BERM & FILTER - PERSPECTIVE VIEW
TEMPORARY SEDIMENT TRAP
NOT TO SCALE
LINE WEIR WITH
�- RIP -RAP
TOP OF POND
DITCH AND BURY
FILTER FABRIC
WEIR LENGTH
- 12'
FILTER FABRIC EDGE
(MIN. 12" OF FABRIC)
Imo---�
WEIR DETAIL
PROTECT WEIR WITH FILTER
FABRIC AND RIP -RAP —
WEIR TEMPORARY STORAGE EL. 46'
TEMPORARY STC
NEW 15" RCP . .---------SHWT EL. 44 4895 CF
[�� PERMANENT POND VOL
8172 CIF
1' SEDIMENT STORAGE
BOTTOM OF POND EL. 38.5
2" DRAW DOWN ORIFICE
WET POND
TOP OF SHELF EL 44.5
BOTTOM OF SHELF 43.5
HEAVY PAVEMENT
SECTION
4x4 OR METAL
POST
ATCN 94SIN
112"xt/2' 'MRL
MESH
�STO wnaEo
sTonE
ter.
J
PLAN
2" SURFACE COURSE
COMPACTED SUBGRADE
112'vT12 WIPE 4.4 OH METAL
L
SECTION
INLET PROTECTION
NOT TO SCALE
20'
STOP POST
O 7'-6" O
h-I'f111I�i� iIIIf'1I
rn 0 LJ N
01 O
/ °\
A
A ASPHALT
PAVEMENT
FENCE TO MEET
TOWN STANDARDS
DOUBLE GATE W/
WHEEL SUPPORTS
6" REINFORCED
CONCRETE PAD - 3000 P.S.I.
PLAN
VOTE:
6X6/6-6
STOP POST AND FRONT
STEEL MESH
BO-LARDS SHALL 6"
STEEL PIPE, CONCRETE
FIL-ED. THE EXPOSED
to
LENGTH SHALL BE 4' ABOVE
00
#6 BAR
GROUND WITH A BURY
N
DEPTH OF 3'. POSTS SHALL BE
•
N
VERTICALLY LEVEL IN AN
O
18" DIAMETER HOLE BACK FILLED
2
2"
6" AGGREGATE
WTH 3000 PSI CONCRETE.
g"
BASE COURSE
SECTION A -A
DUMPSMR PAD DETAIL
TOP OF POND EL. 46.5
3:1 SIDE SLOPES ON
ALL POND BANKS
FOREBAY 1669 CF
BOTTOM OF FOREBAY EL. 43.5
STEPS
10' VEGT SHELF
10:1 SLOPE
DESCRIPTION
DIMENSION
A
OUTSIDE WIDTH OF DIVERTER BOX
54
B
INSIDE WIDTH OF DIVERTER BOX
4
C
INSIDE WIDTH OF DIVERTER BOX
4'
D
OUTSIDE WIDTH OF DIVERTER BOX
5 4
E
DIAMETER OF OUTLET PIPE
15
RIM ELEVATION
46
INV OUTLET PIPE
43
SHWT EL.
NOT TO SCALE
•
w
C
D
E
• 155
RCP
A
u
IL
TRASH RACK TO BE
CONSTRUCTED OF NO 4
REBAR 8" OC. RACK TO BE
CONNECT TO THE UD AND
THE STRUCTURE.
TRASH RACK
COVER ALL OTNINGS LID ELE. 47.5
120 OPENING
C —
2" DRAW DOWN ORIFICE D —
amu m
DIVERSION STRUCTURE
I
LEGEND
Existing Iron Pipe--EIP
Existing Rebar--ERB A4
Existing Telephone Pedestal
Existing Utility Pole
Existing Guy Wire
Existing Water Valve
Existing Right of Way (R/W)
Existing Gas Line
Existing Water Line
Existing Overhead Power
Existing Minor Contour Lines
Existing Major Contour Lines
Existing Spot Elevations •31m,
Existing Sanitary Sewer Lines ess, sss� sess
Existing Storm Lines M
SILT FENCE
PROP. Minor Contour Lines,_
PROP. Major Contour Lines
TEMP CHECK DAM
,'P-ecjF SS p��'�,
40
SEAL
20212 : z=
ame. like
3
PAMLICO ENGINEERING SERVICES, PLLC
LICENSE NO. P-0530
INo.
MOD, POND INFO PER DWO
3/3/10
Revision/Issue
Date
ENGINEERING
SERVICES, PLLC
128 ABBEY LANE
WASHINGTON, NC 27889
252.%5.2M
DETAIL SHEET
FAMILY DOLLAR
COLERAIN, NC
NOT TO SCALE

_ _ _ _.. I. ... .f �A 1_.. ,_- tL �_t' , .�..:.. ..: _ ��L.: [].' _i.�i, _ �:. cLi�l(�l.�i➢1.�1° �...: .��._.—_.1
POND PLANTING NOTES:
PERIMETER SLOPE ABOVE 10' SHELF
SHALL BE PLANTED IN GRASS PER THE
FOLLOWING SPECIFICATIONS:
TALL FESCUE 80 LB/AC
PENSACOLA BAHIAGRASS 50
KOBE LESPEDEZA 30
SEEDING DATES
FEB 15 — APR 30
SEPT 1 — OCT 31
AMMEND SOIL WITH LIME AND
FERTILIZER PER SOIL TESTS
MULCH — 4000 LB/AC GRAIN STRAW OR
EQUIVALENT COVER OF ANOTHER
SUITABLE MULCH
THE 10' SHELF SHALL BE PLANTED IN
AQUATIC TYPE PLANTS AS FOLLOWS:
8 - 1 GAL SHRUBS/ 200 SF ® 5'
SPACING O/C
50 — HERBACEOUS PLANTS IN 4 CUBIC
IN CONTAINERS AT 5' SPACING/ 200 SF
1 TREE — 3 GAL CONT. WITH 40 GRASS
LIKE HERBACEOUS PLANTS MIN SIZE 4
CUBIC IN. CONTAINERS / 200 SF
SEE PLANTING SCHEDULE FOR PLANT
TYPES
20' DRAINAGE
SEE DETAIL FOR DETAILS
OUTLET PIPE 15" RCP
GRADING PLAN NOTES:
OWNER: EASTERN PRIDE, INC.
GENERAL CONTRACTOR: HUDSON BROTHERS
CONSTRUCTION
AREA TO BE DISTURBED = 1.20 AC
OFFSITE DRAINAGE AREA = 1.05 AC
ONSITE DRAINAGE AREA = 1.20 AC
TOTAL IMPERVIOUS AREA = 0.55 AC
POND SIZE SURFACE AREA PERM POOL =4710 SF
POND SIZE VOLUME PERM POOL = 8172 CF
J
NO KNOWN WETLANDS ARE LOCATED ON THIS PROPERTY
CONTOURS SHOWN ARE IN ONE FOOT INTERVALS
EXIST. GROU
5:1 SIDE SLOPE
NOTE:
THE SWALES CAN BE CONSTRUCTED WITHOUT USE OF PROTECTIVE EROSION
CONTROL FABRIC. HOWEVER IF THE SLOPES CONTINUE TO ERODE PRIOR TO
2' STABILIZATION IT WOULD BENEFIT THE PROJECT TO USE THIS TYPE OF MEASURE.
CLASS B
RIP RAP W/ FILTER FABRIC
Q10 =4.8 CFS
L=10'
W=6'
D=18" ---
PLANT SCHEDULE
NUMBER
NAME
MIN SIZE
SPACING AND NO.
50/ 200 SF
SWAMP MILKWEED
4 IN3
1200 3' O/C
8/200 SF
SWEET BAY
1 GAL
96 5' O/C
40/ EA TREE
COMMON RUSH
4 IN
960 EQ SPACED
8 / 200 SF
INK BERRY
1 GAL
96 5' O/C
1/200 SF
RED MAPLE
3 GAL
12 EQ SPACED
1/200 SF
SOUR WOOD
3 GAL
12 EQ SPACED
RIP RAP W/ FILTER FABRIC
Q10 = 33 CFS
L=20
W=15
D=24"
I
I
I CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 4 INCHES DEEP
OVER ADVERSE SOIL CONDITIONS, IF APPLICABLE.
RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
REASONABLY SMOOTH AND UNIFORM.
I APPLY AGRICULTURAL LIME, FERTILIZER, NAD SUPERPHOSPHATE UNIFORMLY AND
MIX WITH SOIL.
CONTINUE TILLAGE UNTIL A WELL —PULVERIZED, FIRM. REASONABLY UNIFORM
SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
I SEED ON FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH
SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDING
WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER
I 60% DAMAGED, REESTABLISHED FOLLOWING ORIGINAL LIME, FERTILIZER AND
SEEDING RATES,
NOTE:
CONTRACTOR SHALL PROVIDE A PERMANENT SEED COVER ON ALL AREAS
DISTURBED DURING CONSTRUCTION OPERATIONS, INCLUDING ANY DISTURBANCE TO
THOSE AREAS THAT WERE SEEDED DURING PREVIOUS WORK.
I I EROSION CONTROL CONSTRUCTION SEQUENCE
1. OBTAIN AND POST COPY OF CERTIFICATE OF EROSION CONTROL PLAN APPROVAL,
2. CLEAR SITE ONLY AS NECESSARY TO INSTALL EROSION CONTROL DEVICES AS
ON THEIN THE S
OFFSITE DRAINAGE 3.DI ONTCD EROSION DRACONTROLSDEVICESCARE DINSTALLEDPBEIGINACONSTRUCTION
AREA 45,582 SF 5. MAINTAIN EROSION CONTROL DEVICES AS NECESSARY DURING CONSTRUCTION.
INSPECT DEVICES AFTER EVERY RAINFA-L EVENT AND CLEAN OUT RAPS AND /OR
I CHECK DAMS WHEN HALF FULL.
6. AS CONSTRUCTION PROGRESSES, INSTALL ADDITIONAL EROSION CONTROL DEVICES
AS INDICATED ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, OR AS
NEEDED OR DIRECTED BY ENGINEER.
I I 7. SEED AND MULCH DISTURBED AREAS WITHIN FIFTEEN (15) WORKING DAYS:
A. UPON COMPLETION OF ANY PEASE OF CONSTRUCTION
B. WHEN WORK WILL NOT PROCEED IN AN AREA WITHIN THE ABOVE TIME
FRAME.
8. AFTER SITE IS STABILIZED, REQUEST AN INSPECTION BY HE ENGINEER. UPON
APPROVAL OF SITE STABILIZATION, REMOVE TEMPORARY EROSION DEVICES, DRESS
OUT AREA AND SEED AND MUCH. PERMANENT EROSION CONTROL DEVICES SHALL BE
INSTALLED AND APPROVED BY ENGINEER.
1
9. SEDIMENT TRAP SHALL BE MAINTAINED DURING CONSTRUCTION , PRIOR TO
—� CONSTRUCTION OF THE STORM WATER POND ALL SEDIMENT SHALL BE REMOVED AND
PLACED ON SITE TO DRY AND BE FINAL SEEDED PRIOR TO FINALIZATION OF THE
PROJECT. ONCE THE SEDIMENT IS REMOVED THE WET POND VEGETATION CAN BE
PLANTED AND FINAL GRADING OF THE POND COMPLETE
1
`I I_ SILT FENCE
t
TEMPORARY
DIVERSION SWALE
t
i TEMPORARY
it I ROCK CHECK DAM
STREET
BUILT UPON AREA
LOT NO TOTAL AREA BUA
1 1.20 AC 0.55 AC GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
1w
TEMPORARY
OUTLET PROTECTION
200
General Notes
LEGEND
LINES SURVEYED
— — —
— LINES NOT SURVEYED
PROPERTY LINE
OVERHEAD ELECTRICAL LINE
FENCE
EIP
EXISTING IRON PIPE
ECM
EXISTING CONCRETE MONUMENT
FIR
EXISTING IRON ROD
EIA
EXISTING IRON AXLE
ERRI
EXISTING RAILROAD IRON
EPKN
EXISTING PK NAIL
ERRS
EXISTING RAILROAD SPIKE
IPS
IRON PIPE SET
IRS
IRON ROD SET
CMS
CONCRETE MONUMENT SET
PKNS
PK NAIL SET
RRSS
RAILROAD SPIKE SET
DB
DEED BOOK
CL
CENTER LINE
R/W
RIGHT—OF—WAY
PP
POWER POLE
RBS
RE —BAR SET
NS
NAIL SET
DITCH
CID
CONCRETE PIPE
001161un,,,,��
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SEAL
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4PHLEj••a•
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PAMLICO ENGINEERING SERVICES, PLLC
LICENSE NO. P-0530
1
Bold Limits of Dist. Per
NCDENR _LQS
2/16
No.
Revision/Issue
Date
OVERALL SITE
FAMILY DOLLAR
DEVELOPMENT
PAM LICO
ENGINEERING
SERVICES, PLLC
IM ABW UM
=%S-m
Project 09010 Sheet
SHEET
Date
lwwm NO, 4
Scale
i"=SW
91
a r 1 I L•. I t � � �_ 1 1 ��� I +� I I 1
x 1 r ii
I