SW7091203_APPROVED PLANS_20100309

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATEn(U
YYYYMMDD

I
I
I
o^' WOOD x�x
x FENCE
I
1 N 412727" E 200.00'
r - own ` t
t TEMPORARY
STOCKPILE AREA
t (3:1 MAX. SLOPE) ' I
t STOCKPILE TO BE REMOVED t
PRIOR TO ISSUANCE OF
CERTIFICATE OF I
t ' OCCUPANCY
DUM
I
t I
1 LP I
LP PSTER
PADDRAINAGE EASEMENT I
SIDE
YARD-
d
z 10.0' 20.0' 22.0' 20.0' T/4
,
It
/*
to
0
I o /$(ORN/llt D
LU 2
It ry PROPOSED o - t
°I B�LD�;
It FF. - 2/>X
A.G. LASSITER, LLC N oI
D.B. 1220, PG. 723 t.i It / I
ZONED: 81 W of
It q° I
It HANDICAP SIGN o
0 o I HANDICAP RAMP °p
° t (SEE DETAIL) p N I
7'-5' O
t o
m
w
Gi
m SCR INVESTMENT GROUP
D.B. 1382, PG. 258
ZONED: B1
m
w
i-PROJECT BOUNDARY
- w
° �. .: o - - , •-{ SIDE
� YARD.
I R. / +I I
I12.
TYP. N I y
LP Q I
v I / + I ,c.LLJ
II
0
2' CURB & - -z I y : + + + _ +
[v GUTTER ti /
I _
1 T
/+ / O
F U T U P7I xING i I I %i j +I
EXISTING 18�RC
\O'
-3' VALLEY GU:._..I
CROSSING
-REMOVE 48 L.F.
OF EXISTING CURL
AND GUTTER10
I
II
/ II
D & J PROPERTY
OF WILMINGTON
D.B. 1693, PG. 576
ZONED: B1
�� II
Z15 I I
U
w'm
v, tea.. I I OHE
+ _ `EXISTING OVERHEAD
I I L l- - -I- - 1 - _J L - -I L - -i L -- -1- - -i L ON ji I I I I ELECTRIC LINES
I L _ i_ OH t BIORE 9N gELL./I'�
I---------- ------------- -- / i
pp
I OHE DRAINAGE EASEMENT /� * ' ✓i I
OH t 10' FRONT YARD I I 10` UTILITY EASEMENT
�-
(P.C. H, St. I-9)
EXIST/NG 15" CPB _ — — / EX. 18" RCP \
&ENCHA E(RK \
\ N.C.G.S 77DEWAIER"
ELEV. = 26.31' (NAVD 88)
\ U.S. HIGHWAY 17
(PUBLIC 100' R/W, STREET WIDTH VARIES)
10' DRAINAGE EASEMENT
(P.C. H, SL. 1- 9)
12"
VAN VAN ACCESS
ACCESIBLE SIGN WHERE
REQUIRED
RESERVED
PARKING
ro ® STANDARD
HANDICAP
SIGN
MAXIMUM
PENALTY '
$250
R7� 8
v-
NOTE;
SIGN TO MEET ALL STATE,
LOCAL AND ADA REQUIREMENTS
Accessible Parking
Sign and Post
N. T.S.
•-:.. illll��llin
N,
�FHp
N
/ PARK R0.
Vicinity Map
General Notes-
1. CONTACT NORTH CAROLINA ONE -CALL CENTER, INC. (NC ONE -CALL)
AT 1-800-632-4949 TO HAVE ALL UNDERGROUND UTILITIES LOCATED
AT LEAST 48 HOURS PRIOR TO EXCAVATING OR TRENCHING.
2. TOWN OF CHOCOW7NITY DRIVEWAY PERMIT IS REQUIRED.
J. PROVIDE ALL NECESSARY SIGNAGE FOR HANDICAP PARKING.
4. ALL REQUIRED IMPROVEMENTS SHALL COMPLY WITH THE TOWN OF
CHOCOWINITY STANDARD DESIGNS AND DETAILS.
5. LIGHTING FOR PARKING LOT AND SIGNS TO BE ORIENTED OR SHIELDED
SO THAT THE LIGHT AND GLARE REFLECTS AWAY FROM STREETS AND
ADJACENT PROPERTY.
6. STRIPE PARKING LOT AS INDICATED.
7. SEPTIC TANK SYSTEM SHALL COMPLY WITH THE TOWN OF CHOCOWINITY
STANDARD DESIGNS AND DETAILS
8. THIS PROPERTY IS LOCATED IN A SPECIAL FLOOD HAZARD
AREA ZONE X AS SHOWN ON FEMA FIRM MAP NUMBER 3720566400 ✓
DATED MAY 15, 2003. THE 100-YEAR FLOOD
ELEVATION IS 9.0' (NAVD 88).
9. DISTURBED AREA EXCEED 1.0 ACRE, THEREFORE EROSION CONTROL PLAN
APPROVAL IS REQUIRED.
10. BUILT UPON AREA EXCEEDS 10,000 S.F., THEREFORE CA.M.A. STORMWATER
MANAGEMENT PLAN APPROVAL IS REQUIRED.
11. THERE ARE NO WETLANDS WITHIN THE PROJECT LIMITS AS SHOWN BY
A MAP PREPARED BY MAYO AND ASSOCIATES, PA DATED 07101104.
Legend
XE /STING PROPOSED
CONTOUR LINE
_ - - - - STORM DRAIN
CURB AND GUTTER
- - - - - EDGE OF PAVEMENT
SANITARY SEWER
-- - - - - WATER MAIN
SPILL GUTTERTA
^ ^ ^
ELEVATION
TO
x XX XX
XX XX X
TA
TOP OF ASPHAL T
TA
TC
TOP OF CURB
TC
TW
TOP OF WALK
TW
TG
TOP OF GROUND
TG
Site Data
TOTAL ACREAGE IN SITE. 1.26 ACt
DISTURBED AREA: 1.26 ACt
ACREAGE IN COMMON AREAS: NONE
ACREAGE IN RECREATION AREA(S) AND THE LIKE: NONE..
GROSS FLOOR AREA: 3,065 SFt
BUILDING HEIGHT IN FEET AND STORIES: 20 FT. - 1 STY.
y
NO.v OF PARKINGSPACESREQUIRED:
18 SPACES (INC. 1 HANDICAP)
>
NO OF PARKING SPACES PROVIDED:
18 SPACES (INC. 1 HANDICAP) /
>
> Parking Summary
>
1 SPACE PER EMPLOYEE
>
2 SPACES
1 SPACE PER 200 S.F.. GROSS
16 SPACES
18 SPACES C
Owner/Developer--
BEAUFORT COUNTY ABC BOARD
730 CAROLINA AVENUE
P.O. BOX 2552
WASHINGTON, NC 27889
References
D.B. 1686 PG. 727
D.B. 1382 PG. 258
P.C. H SLIDE 1-9
PIN,f 15024816
APPROVE[) S•b
Q
m.,
� to
,OG w mnZ
m b 0 m O
we
C `9 m
t1 em�ao
WLLMJJ
MAR 9 2010
I;CP CAROUNA ENVIRONMENTAL
AANAGEMENT COMMISSION
,1iV WN G= WA7,R QUALITY
20 S
sw7CT2p
Z-I-Zolo u�di
1`Ct%IS 2GQ W;Fk P//,, �HS-iav1 c)r�
diG rrlc (Z. T 2-c/a , Ta y
GRAPHIC SCALE
n 10 20 40
( IN FEET )
I inch = 20 ft.
so
o
N
C W
O
°
m
�
o
�
q
�m
O
W
an
c/
m
O
E
Q
vi
V
}
}
0
Z
~
`
Z
p
U
L
O
3
CO)O
v
oC
O
LA.
u
a
m
DRAWING TITLE:
SITE
LAYOUT
PLAN
i
a0
z
U jo
0
m
SURVEY: CEL DRAFT: AAS
DESIGN: JSF CHECK: FDT
ISSUE DATE: 1 1 -25-09
SCALE: 1 " = 20'
DRAWING NO: VV-3277
PROJECT NO: 2009142
REVISION DATE
/A_NCDENR - DWQ SEC 1.21.10
/3�-TOWN COMMENTS 3.8.10
DRAWING NUMBER
1 of 4
E

»
/ry \\ I I 1
_ \ I
SILT FENCE -
200.00
(TYP.j N 41�T27" E.
TEMPORARY
STOCKPILE AREA 1 \ \ \ \
1 / (3:1 MAX. SLOPE)
ti I 1 w \
I / / STOCKPILE TO BE REMOVED
PRIOR TO ISSUANCE R7TFlCA7E OF OF ' I I rn BCR INVESTMENT GROUP
OCCUPANCY i I D.B.Z= PG. 258 \
0NII�
1�1 / SWALE I i PROJECT BOUNDARY \
27 l INV 2Z.2 LP I I LIMITS OF DISTURBANCE �\
LP 28 TG ( 1.26 AC
RD�
TA
V
= 27.00
TA 28.60
2Z, 9
�•'
TW
hTW
I
,
`' •':``•
8" GRAVEL
C. 0. C. 0. 1
29.10
'""``h
FILTER STRIP
1
I
TW
®�®1
INSTALL GUTTER PSN/
0
COIRFIBER
�I �I I
°I WEST SIDE OF BUILDING
BAFFLES (TYP)
TO CAP RE
0
al al
aI STORMWATER RLINOFF
2
o
CONC. SEPTIC
TANKROCK
INLET
I I dI oP
of /
° 2 £_
W/ S.T.E.P. PUMP
SEDIMENT T
A/
z 1
01
FF. -2R50
A.G. LASSITER, LLC N \ S! K TC 27
D.B. 1220, PG. 723 .'i 01 .� ZONED: B7 _./ 28.09 Z7jQ 1st
01
01
• r. ��! ;! ;�
01
.� ..
� fir; r!!'�'•'� !:,��
,, • , �� ��%�:�.
1
TOPB.20\\G O= -27--- --
2725- WEIR = 27.00
INV. = 23.32 -
RCP 0 DJOZ
EX. C. B.
TOP = 26.73 EX. C.B.
INV. (18) = 23.06 TOP = 26.73 ,
INV. (15) = 23.25 INV. = 22.71
4NG
£X/SI7NG f8" RCP
ENTRANCE
15" RCP ® 0.30%
0. T.C.B. ,y 2
TOP = 28.00
WEIR = 27.00
INV. = 23.47
Tico I iF C 26.90 ^`
TC �
o TC/nN 29.10 CON .HEADWALL k
oTA SEE DETAIL)
6' VC R RAI ) PIPE NV = 26.25 I I I I g
1 NN
L 4' W J ROCK INLET
1n J TO J SEDIMENT TRAPNN fTC
I °j
1 8" GRAVEL N
MI MI MI
1 f I FILTER STRIP o 0 o I m I I J
28 / e��-'l ®I ® I I Wca
8" GRAVEL TA / COIRFIBER aro v
ETC FILTER STRIP `TA BAFFLES
ZZ zQ
il
u. _ _ 27 - zzaG
1 TG X TG X 4: 1 SWAL£ ® a50% 27 TG X
I
� 2Z.25 2725 27.25 I C.0.0'Z - - - I I
1 I INV T7i
1 - \
OA C.0. 23.75TG ZZ
I I
I �I
PP 2725 c0o-I------- 1
IIi
J�I
II
I
��
D & J PROPERTY
OF WILMINGTON
D.B. 1693, PG. 576
ZONED: B7
(I
- 26------
I
OH
II
f
�_ OHE -
/
II
I
�I
\
I
\ i
T/ \ OHE 1X INV 23.75
26.25
\ 27
*26
/ / t
0.7
EXISTING 15 CPP i W-_ - __r. W -�=�
- pppjjj ''/' w �- EX. 18'I�RCP
TA
I' WATER METER ' EXIS77NG 2" \ W _ // /
--------- -- FORQEMAIN i!� /
X 2Z1,Z
BENCHMARK
FXI&TIMG 10" D.I.P. I I N.C.G.S. "TIDEWATER'
29 WATER MAIN 0 ELEV. 26.31' (NAND 88)
8 - U.S HIGHWAY 17
(PUBLIC 100' RIW STREET_7DFH'VARIES)
FIRE HYDRANT
CZ-- -- - - - '-
/ �-
FM - f-- FM FM FM FM FM
FM
FM/ / FM �-- FM / / FM -_
Pavement Design
PARKING SPACES & DRIVES - 6" CABC
2" BCSC (TYPE I-2)
Construction Sequence
The project consists of constructing a retail building
and a parking lot with storm sewer, electric, telephone,
gas, water and sanitary sewer service.
1. Construction and implementation of appropriate
1 Week
sedimentation and erosion control measures
2. Construction of Storm Drainage
1 Weeks
J. Construction of LIMP Outlet Structure
1 Weeks
4. Rough Grading Site
4 Weeks
5. Installation of Utilities
2 Weeks
6. Building Construction
6 Months
7. Fine Grading Parking Lot
2 Weeks
8. Placement of Asphalt Pavement
2 Weeks
9. Landscaping Seeding and Mulching
1 Week
10. Remove Baffles, Muck out Sediment Basin and
2 Weeks
Construct BioRetentian Basin. Install Sod.
Several of the items listed above may be constructed simultaneously.
An anticipated time schedule of 8 months is expected for this project
'"-3' COARSE
GGREGAT£
Temporary Gravel
Construction Entrance
NTS
S.T.E.P Elevations
1/Y- MIRL ALJf1
0
v.'
o'.
a,
o..
A
o.'
FE11
w1XMUM POST SPACING 4 FT.-\
SEDIMENT
CONTROL
NOTE
SEDIMENT CONTROL STONE
SHALL BE NO. 5 OR NO. 57
AND SHALL BE PAID FOR AT
THE CONTRACT UNIT PRICE
PER TON 'SEDIMENT CONTROL
STONE.'
WIRE MESH SHALL BE
HARDWARE CLOTH 23 GAUGE MIN.
AND SHALL HAVE 1/4 INCH MESH
OPENINGS.
TOP OF WIRE MESH SHALL BE
A MINIMUM OF ONE FOOT BELOW
THE SHOULDER OR ANY
DIVERSION POINT.
STEEL POST SHALL BE 5 FT,
IN HEIGHT, BE INSTALLED
1.5 FT. DEEP MINIMUM, AND
BE OF THE SELF -FASTENER
ANGLE STEEL TYPE.
WOOD POST SHALL BE 6 FT.
IN HEIGHT, BE INSTALLED
LE TO L5 FT. DEEP MINIMUM,
AND BE 3 INCHES IN DIAMETER.
POST SPACING SHALL BE
A MAXIMUM OF 4 FT.
SECTION A -A
MULTI -DIRECTIONAL FLOW
ROCK INLET SEDIMENT TRAP
NTS
S7E£L POST
' WIRE FABRIC
UV RESISTANT
GEOTEX77LE FABRIC
BACKFILL
BURY FABRIC 6" MIN.
Temporary Silt Fence
NTS
TOP
INV. IN
TANK INV.
PUMP OFF
LEAD ON
BOTH ON
H.W.A.
PUMP MODEL
29.35
26.35
22.55
23.35
23.85
24.35
24.85
WHIT 10
Erosion Control Measures
1. All work will be done in accordance with the Beaufort County Erosion Control Ordinance.
2. Following site clearing, all storm drainage culverts and structures shall be installed. Rock
Inlet Sediment Traps shall be placed around all drainage structures to collect surface runoff and
control siltation and release water at a gradual rate. All easements outside the street that
are disturbed during utility installation will be graded, seeded and mulched.
J. Parking lots shall have stone base placed on them for stabilization and shoulders shall be
seeded to stabilize the soil. Seed bed preparation shall beconducted according to North Carolina
Department of Transportation Standard Specifications for Roads and Structures (O.O.T.). The ground
surface shall be cleared of stumps, stones, roots, cables, wire, grade stakes, and other materials
that might hinder proper .grading, tillage, seeding or subsequent maintenance operations. Grades on
the area to be seeded shall be maintained in a true and even condition. Maintenance shall include
any necessary repairs to previously graded areas. All graded areas shall be thoroughly tilled to a
depth of at least four (4) inches by plowing, disking, harrowing, or other approved methods until the
condition of the soil is acceptable. On sites where soil conditions are such that high clay content
and excessive compaction cause difficulty in getting clods and lumps effectively pulverized, the
Contractor shall use the rotary tillage machinery until the mixing of the soil is acceptable and no
clods or clumps remain larger than 1 112 inches in diameter. A firm and compact seed bed is
required and after being graded, the seed bed sholl be lightly compacted with a land roller, such
as a cultipacker, before and after seeding. Limestone shall be dolomitic agriculture ground limestone
containing not less than 10 percent magnesium oxide. Lime shall be uniformly applied at the rote of
2 tons per acre. Fertilizer shall be uniformly applied at c rote of 500 pounds per acre of
10-20-20 analysis. The fertilizer shall be incorporated into the upper three or four inches of
prepared seed bed just prior to the last tillage operation, but in no case shall it be applied more
than three days prior to seeding. Fertilizer shall be used immediately after delivery or stored in a
manner that will not permit it to harden or destroy its effectiveness.
When hydroseeding equipment is used for seeding, fertilizer shall be applied simultaneously with
seed, using the above rates of application. Seed shall be certified seed or .equivalent based on
North Carolina Seed Improvement Association requirements for certification. AN seed shall be
furnished in sealed standard containers. Seed which has become wet, moldy, or otherwise damaged
prior to seeding will not be acceptable. Seeding shall be accomplished with hand planters, power -
drown planters, hand packers, or hydroseeding equipment at the following rates:
Seeding Schedule
Seed Bed Preparation:
Lime - 2 tons per acre
Fertilizer (0-20-0) - 500 pounds per acre
Seeding Mixture:
(January 1 - March 31)
(Outside of DDT R/W)
Common Bermudogross (unhulled) - 20 pounds per acre
(April 1 - July 31)
Common bermudogross (hulled) - 15 pounds per acre
Centipede - 8 pounds per acre
(August 1 - December 31)
Common Bermudogross (unhuiled) - 15 pounds per care
Tall Fescue - 120 pounds per acre
Centipede - 8 pounds per acre
Seed Bed Protection: -
Straw Mulch - 2 tons per acre (visual)
Asphalt Tack - 0.03 gallons per square yard
4. Temporary seeding will be done in those areas that are bare and no work done for more than
15 days but in no case shall the area be left unattended for more. than 120 days.
5. All erosion and sedimentation control devices shall be inspected by the Contractor after each
rainfall. When inspection reveals the trap to be reduced to 50% of design capacity or the device
to be deficient in its intended purpose such as fabric deterioration for silt fences the Contractor
shall restore the device to its original condition.
6. All erosion and sedimentation control devices shall remain in place and be maintained by the
Contractor until all seeding is established and construction areas hove been stabilized.
7. Temporary Seeding - Seed in accordance with Soil Conservation Service recommendations with
regard to seed type, rate of application, fertilizer, etc.
GRAPHIC SCALE
10 20 40
( IN FEET )
I inch = 20 ft.
°
I
m
C a
U
o
u
»
v
a
u�
• � eD
�
m
i
a
s
PAVING,
GRADING, &
UTILITY PLAN
SURVEY: CEL DRAFT: AAS
DESIGN: JSF CHECK: FDT
ISSUE DATE: 1 1 -25-09
ISCALE: 1 f1 = 20'
DRAWING NO:
PROJECT NO:
REVISION
NCDENR - LQS SEC
,_NCDENR - DWQ SEC
',3\-TOWN COMMENTS
W-3277
2009142
DATE
1.5.10
1.21.10
3.8.10
DRAWING NUMBER
2 of 4

GENERAL N07F 1/2" RAD.
Contraction Joints Shall Be Spaced At 10'
intervals, Except That a 15' Spacing May Be Used }R" dRAD.
When a Machine is Used or When Satisfactory Support -
For The Face Form Can Be Obtained Without The Use N . °
Of Templates at 70' Intervals. Joint Spacing May Be .
Altered By The Engineer To Prevent Uncontrolled b ° e
Cracking. ° . °
Contraction Joints May Be Installed By The Use Of
Templates Or Formed By Other Approved Methods. Where
Such Joints Are Not Formed By Templates, A Minimum 24' CONCRETE CURB AND GUTTER
Depth Of 1 1/2" Shall Be Obtained.
All Contraction Joints Shall Be Filled With Joint 1/8" RADIUS JOINT SEALER
Filler.
1/8" RADIUS
Expansion Joints Shall Be Spaced At 90' Intervals, SURFACE OF GUTTER
And Adjacent To Ali Rigid Objects. -
AII Curb and Gutters Are To Be Poured 1Wth
Gloss A' Concrete. (3000 PSI)
Flexoble Forms Are To Be Used When Radii Is " e " ' '• '• ; !
Less Than 200: •S' i
Standard 2'-0A Curb and Gutter
NIS
ASPHALT CONCRETE
COURSE
►ICKENED EDGE CONCRETE WALK DETAIL
N. T S.
(ALL SIDEWALK EDGES ADJACENT TO BIT. CONCRETE PAVEMENT SHALL BE THICKENED)
PLAN
24" WATERTIGHT / LOCKABLE
MASTIC CLEAR MANHOLE FRAME & COVER
SEALANT
P E9,4ST CONC. RISER;
4' PVC a /,/ X //�a��l. Y�S�
CAST IN PLACE
I
QUICK - CONNECT
1 1/2" FLEXIBLE
DISCHARGE HOSE
1' PVC (ASTM D1785
SCH. 120) W/SS WALL 01
CLAMP & BRACKETS
QUICK - CONNECT
PVC CHECK VALVE
DUPLEX EFFLUENT PUMPSU
O _ d
2' TAPER
128"
SEC17ON 'A —A'
WATERTIGHT
MANHOLE F7
PRECAST CONC. RI X x,
0
WATERTIGHT / LOCKABLE
MANHOLE FRAME & COVER
P CAST CONC. RISER
SS CLEWS W/ 5' OF 1/4'
/ NYLON LIFTING ROPE
BALL VALVE
1 1/2" PVC
DISCHARGE
ASTM D2241
SDR 21-
ADAPTER
H.W.L. CAST IN PLACE
(REDUCE AS
BOTH PUMPS ON NEQ. BEYOND
LEAD PUMP ON TANK)
PUMP 0
a
28"
T WIDE CONC. ENDWALL FOR 6" DUCTILE IRON
NIS
SUPPORT ROPE TO
WIRE TO PREVENT
SAGGING
' A
,
DESIGN CRI TERIA
THE PERCENT OF SURFACE AREA FOR EACH SECTION
OF THE BAFFLE ARE AS FOLLOWS.'
- INLET ZONE 359'
- FIRST CELL 25%
- SECOND CELL 25Z
- OUTLET ZONE 15X
J
2" 1-2 1
1
6" CABC S
CEA177PEDE SOD
12 1 24„ 12"
OPENING
6" TOP OF CURB
EDGE OF GUTTER
CONC. CURB AND FLOW LINE
GUTTER
CURB OPENING - ELEVATION
SUPPORT POST, STAKE TO SUPPORT WIRE
COIR MESH OR SIMULAR, STAPLED OR 24" INTO BOTTOM OR SIDE
TRENCHED INTO BOTTOM OR SIDE
NO TE.'
BAFFLES TO BE REMOVED UPON SITE STABILIZATION AND PRIOR TO EXCAVA77ON
FOR SAND MEDIA FILL.
BAFFLE DETAIL
NTS
ELEVA77ON 26.25
2' (MIN) SAND MEDIA
MIN. 2" FILTER SAND,?
MIN. 3" 07 STONE OVER 4"
4" UNDERORAIN
Profile of Longest Underdrain
(Typical)
Al. T. S.
B"
GRAVEL
STRIP
WN
Pa
TOP OF
BIOR£7EN710N CELL
ELEV. 27.00-,
2" FILTER SAND -/ /
4" UNDERDRAIN COVERED Z
W/ 3" MIN #57 STONE
CENTIPEDE SOD
NOTE:
BIORETEN71ON CELL SHALL SERVE AS TEMPORARY SEDIMENT BASIN DURING CONSTRUC770N. CONTRACTOR
SHALL MONITOR THE BASINS AFTER EACH RAINFALL EVENT. THE CELL SHALL BE MUCKED OUT AND BAFFLES
NOTES: SHALL BE REMOVED ONCE THE S17E HAS BEEN STABILIZED..
•� i 1. S.T.EP. TANK TO BE VENTED THROUGH THE SITE TO BE COMPLETELY STABILIZED WITH GROUND COVER (SOD OR TURF REINFORCEMENT MAT) PRIOR TO
N BUILDING'S PLUMBING SYSTEM. VENT MUST BE
SCREENED AND LOCATED A MW/MUM OF 12 INCHES CONSTRUC77ON OF BIORETENTION CELL (INCLUDES INSTALLATION OF UNDERDRAINS, FILL MEDIA AND SOD WITHIN
ABOVE THE TOO -YEAR FLOOD PLAIN. BIOR£7EN77ON CELL).
2. WATERPROOF PUMP POWER AND SENSOR CABLES *NOTE.•
TO BE PROVIDED WITH PUMPS AND RUN CON77N000S
TO THE PUMP CON7ROLS. CONTROL PANEL MUST THE FILL SOIL MEDIA SHOULD BE UNIFORM AND FREE OF STONES, STUMPS, ROOTS OR OTHER SIMILAR MATERIAL
BE SET A MINIMUM OF 12 INCHES ABOVE THE GREATER THAN 2 INCHES THE MEDIA SHOULD BE A HOMOGENOUS SOIL MIX OF 85-88 PERCENT BY WEIGHT
100-YEAR FLOOD PLAIN. SAND (USDA SOIL TEXTURAL CLASSIFICATION), 8 TO 12 PERCENT FINES (SILT AND CLAY), AND 3 TO 5
4' PVC TEE 3. CONCRETE SEPRC TANK To BE CONSTRUCTED PERCENT ORGANIC MATTER (SUCH AS PEAT MOSS). THE PHOSPHORUS CONTENT OF THE SOIL MIX SHOULD BE
!N ACCORDANCE W11H NCDENR DEH ON-s7E LOW. THE P-INDEX FOR BIORE7ENTION SOIL MEDIA SHOULD RANGE BETWEEN 10 AND 30. THE PERMEABILITY OF
GROUT SLOPES WASTEWATER RULES. THE SOIL SHOULD BE BETWEEN a5 AND 6 INCHES PER HOUR, 1-2 INCHES PER HOUR IS PREFERRED.
1: 1
3"
Bioretention Area
Typical Section
2
N.T.S.
SEC1O[JBONBE—BONBE—B'
Concrete Septic Tank with
Submersible S. T.E.P. Pump
NIS
WEIR
4" CPP 4" CPP 4" CPP
v
P Q
PLAN
EAST JORDAN IRON WORKS
FRAME AND GRATEi —TOP 28.00
I'V--5660)
4' WEIR EL. 2ZOO
(THREE SIDES)
CELL BOTTOM = 26.25
15" RCP
INVERT AT BOTTOM
OF BASIN
CELL 1 ELEVATION 23.
• •.
e
SET RISER ON 12"
\—THK. 3/4" STONE
SECTION B—B BASE LEVELING PAD.
EAST JORDAN IRON WORKS
FRAME AND GRATE TOP 28.00
(V-5660)
4' WEIR EL.
(THREE SIDt
RnTTOM =
15" RCP
NOTES:
REINFORCEMENT.' 114
9" OC£W (MIN.)
CONCRETE: 4000 PSI
0 28 DAYS
BOX MAY BE CONSTRUCTED
W1TH 8" CMU
17
e < • INVERT AT BOTTOM
• i
� •" • OF BASIN
CELL 1 ELEVATION 23.47
SET RISER ON 12"
INK 3/4" STONE
SECTION A —A BASE LEVELING PAD.
Outlet Structure - Cell 1
N. T.S.
6" Thickened
Concrete Pad
4 x 4 Post or Square Tube
Support Post (typ.)
z — 4 "0 Concrete Filled Bollard
7' High Screen Fence
4"0 Concrete Filled Bollard
6x6 Woven Wire
Mesh
DUMPSTER PAD DETAIL
NIS
EAST JORDAN IRON WORKS
FRAME AND GRATE TOP 28.00
(V-5660)
6" \// <
4' WEIR EL. 2700
(THREESIDES)
CELL BOTTOM = 26.25
4" CPP
15'" RCP INVERT AT 80TT
OF BASIN
CELL 2 ELEVA TIC
4"
SET RISER ON 12"
THK. 3/4" STONE
SECTION B—B BASE LEVELING PAD.
Q
WEIR
4" CPP
Qz
15" RCP
PLAN
EAST JORDAN IRON WORKS
FRAME AND GRATE-1 I -TOP 28.00
)M
N 23.32
4' WEIR EL. 27.00
INVERT AT BOTTOM
OF BASIN
nERCP 15 RC CELL 2 ELEVATION 2332
\SET RISER ON 12"
—THK. 3/4" STONE
SECTION A —A BASE LEVELING PAD.
Outlet Structure - Cell 2
N. T. S.
0
w .az
.a=
m T00
Caw.
t W U ® V
I D.WJJ
z
n�
m
E
0
0
m
tJ
C m o
w U
w o
0
n
a,
�
j✓ tt�� o
o
r Q c
G
z
;
1
`t*j.OFES3
• Q"
.:
S
t S
s
L t
FAQ;*`����(bl
Q
00
W
DG
u
o
a
Q
Z
Z
0 =
:i O
u
p
u m
U ce
Q
OU.
2
v
M
Q
WM
W
DRAWING TITLE:
DETAILS
SURVEY: CEL
DRAFT: AAS
DESIGN: JSF
CHECK: FDT
ISSUE DATE:
1 1-25-09
SCALE:
1 " = 20'
DRAWING NO:
W-3277
PROJECT NO:
2009142
REVISION
DATE
i-NCDENR - DWQ SEC
1. 1.
DRAWING NUMBER
3 of 4

m
ry/
I SILT FENCE E
(TYP.)- 200. 00'
/ N 4127'27"
r----- / too - - - 1 ( I I
Il / TEMPORARY
/ / I STOCKPILE AREA I N
I N / (3: 1 MAX. SLOPE) I 1 U \
/ STOCKPILE TO BE REMOVED
/ DRAINAGE AREA 3 I PRIOR 70 ISSUANCE OF I 1 \\ \
20W SCERTIFICATE OF I 1 rn SCR INVESTMENT GROUP\
0.47 AC OCCUPANCY j I D.B. I J82, PG. 258ZNE
90
/ SWALE P3.5i PROJECT BOUNDARY \
y 2 \ rNV 274 LIMITS OF DISTURBANCE \ \
28 r TG II 1.26 AC\�
a I TW
rc
i - 28,85
27.00-10" TA \ 0 O.T.C.B. J/ 1 -
TA 2&60 2797 \ h TG TOP = A.00 _ - - - -27 - - - - \
/ 1 R ti��� r 2 (WEIR _ 237.30
- - - \
d I / 29. 8 TW
10 `-8" GRAVEL CO C.O.
gel gel 15" RCP 00.30%
TW
LO EX. C.B.
INSTAL GUTTER 6N -GGARFARER a TOP = 26.73 EX. C.B.
o WEST SIDE F BUILDING _ BAFFLES ( P) �I -O- INV. (18) = 23.06 TOP = 26J3
zz oI O CAP7LIRE ! - DR4/NAGS f I BOI �RE 2� I `'U INV(15) = 23.25 INV= 22.71
STORMWATR R�YOFAREA 2
I ROCK /
_
-
/ o ; � m 12 T) 090 SF SEDIMENT P
01 TING
ED *, Q28 AC EXlS77NG 18=RGP '\$�NG Ry�p
�/ E)v .SSS------»>---
A.C. LASSITER, LLC ni�10 / c� FR_0M FUTURE PARKING S I D TO
D.B. 1220, PC. 723 G; oI a ' r 4 INCLUDE FUTURE 2 .09 P� 27 T�' TG /
ZONED: Bl w I I /
o I , PARKING IMPERVIOU 1 2Z25
g
01 TC TC CONSTRUCTION l
ro 01 2764 2757 I ENTRANCE II /
01 V I 15" RCP ® 0.30%
o 01 1 /
0 1 RD TA 28.60
TA TC M I I I l
1 28 2 ,JO 2770-27_64 0.T.C.B. IF 2 /
�.
o y TOP = 28.00
1 TW 2 TW 20. 'TW TW L INV TC WEIR = 2ZOO
0 1 ?� 42 29.42 '_. - 4 29,16 28.39 7. I IN = 23.47
�0 1 - - TA---
28-3 6" ROOFDRAIN- TC
0 I TC i 26.
o 1 TC 1TW TW - T29 10 CON . HEADWALL 1 I m I I D & J PROPERTY
TA 0 1 SEE DETAIL)_ \ I m I OF RLM/NGTON
6" VC RO-FORAI PIPE NV = 26.25 I I I D.B. f693, PO 576
1 N N I I I I O ( \\ -- ZJN- 81 i
1 / / ROCK INLET I I I 26- - - - '
TC J TC ! SEDIMENT -TRAP ro A I I
1 DRAINAGE AREA 1 T28.90 ki �I
/ m h O I N O
22,351 SF GAVEL I nI �I "I =: Z
/ o a o I
0.52 AC 28 / FILTER S7Rll� ®I ®1 ®01 I I R 2131
8" GRAVEL TA / COIRFIBER o N h WA a I /r - - _ _
,TC FILTER STRIP TA
BAFFLES 1127.80
v, �'
11 V.
- - - - ?? - I I IN (0
TG TG 4: 1 S LE ®0.50% 27 TG X
I
1 7 1 I I 1 7 I I I I I I i 1 C.0. -_ BORE 1 1 o I I I I\ \
I 2725 I IN 23.75
-L ==1 =_�- L-� L-1--L--1--1--L- 1- =1 I I I I I I \\
1 ` -------- �. C.O
I .FUTURE PARKING INV 2d75
(CELL SIZED TO (I
I ` INCLUDE FUTURE 27.25 C0.0-1- - - - - - -
1\\\ PARKING IMPERVIOUS) 1 I V 23.75 I
2.
�X
(( EXISTING 15" CPP L = - - _�__ - _ _ - -� `
��. _�- _ _-r \ W EX 18"`-RCP / /_L/ --�L _��
-7- w - 1 " WATER METER - - - - - i EXISTING 2" �
/7-- _ ------ -- '-FOI�CEMAIN
_ I I I- -- T27 l J� W
x
- -: -17 - BENCHMARK
EXISTING 10" D.LP. I I N.C.G.S. "TIDE ATER" -
29- WATER MAIN I' ELEV. = 26.31 (NA VD 88)-
�,,
_ 2 U.S. Hl HWAY V,_ I I
f j (PUBLIC 100' R1W STREET WJ RIES) _26
19, _
28'
EXISTING
/ - - - - - FIRE HYDRANT
FM - FM FM _ I FM _
/ 11 FM FM
FM
FM/ FM -��-- FM / FM
Beaufort ABC Areas - Chocowinity. NC '
Pre -Development
SF
AC
CN
Total
55069
1.26
Building
0
0.00
98
Transportation
0
0.00
98
Lawn
55069
1.26
80
Unmanaged
0
0,00
77
Post-Develo
ment - Drainage Area 1
Coll
SF
AC
CN
Total
22351
0.51
Building
1584
0.04
98
Transportation
10012
0.23
98
Parking
6620
0.15
Sidewalk
648
0.01
Future
2744
0.06
Lawn
10755
0.25
80
Unmanaged
0
0.00
77
Totallmpervious
11596
Percent Impervious
51.9%
Post Development
Drainage Area 2
Cell
SF
JAC
CN
Total
12030
0.28
Building
1461
0.03
98
Transportation
4982
0.11
98
Parking
4567
0.10
Sidewalk
415
0.01
Future
0
0.00
Lawn
5587
0.13
80
Unmanaged
0
0.00
77
Totallmpervious
6443
Percent Impervious
53.6%
Post Development
- Drainage Area 3
Direct
SF
AC
CN
Total
20583
0.47
Building
0
0.00
98
Transportation
0
0.00
98
Parking
0
0.00
Sidewalk
0
0.00
Future
0
0.00
Lawn
20583
0.47
80
Unmanaged
0
0.00
77
Total impervious
0
Percent Impervious
0.0%
GRAPHIC SCALE
so
0„
�m
-m
to
�LL
a
v
E
vE
rA
O
O
V
DRAINAGE
AREA
MAP
SURVEY: CEL
DRAFT:
AAS
DESIGN: JSF
I CHECK:
FDT
ISSUE DATE: 1 1
-25-09
SCALE: 1
" - 20'
DRAWING NO:
W-3277
PROJECT NO: 2009142.
REVISION
DATE
1Q-NCDENR - LOS SEC
1.5.10
2 -NCDENR - DINO SEC
1.21.10
3 -TOWN COMMENTS
3.8.10
DRAWING NUMBER
4 of 4