SW8080829_APPROVED PLANS_20081003

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 00)%? N
DOC TYPE
❑ CURRENT PERMIT
�I APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
200�iwo3
YYYYMMDD

OWNER:
211
JOHN D. WARD
LEGEND
PO BOX 229
1
SUPPLY
SHALLOTTE, NC 28459
X 45.00
EXISTING SPOT ELEVATIONS
910-754-6453
-----X-----X-
SILT FENCE
1 SITE
PHYSICAL ADDRESS: 1
LIMITS OF DISTURBANCE
#749 STANLEY ROAD, SW
p
211
SUPPLY, NC 28462
CONSTRUCTION ENTRANCE
SR, I128 s
r�
I
SR• 112T
O
IRA R. FULLWOOD
- - ->- - ->- - ->-
GRASS LINED SWALE
,,32
y
MC 18, PG 462
PID 1830005308 1
>h il/
EXISTING WETLANDS
S R, 1126
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EXISTING CULVERT
s
1p"krR
PROPOSED CULVERT
PROPOSED CHECK DAM
VICINITY MAP
NOT TO SCALE
PLAN VIEW
50'MIN.
DIVERSION TO DIRECT RUNOFF FROM RAV
SECTION VIEW
GRAVELED CONSTRUCTION ENTRANCE
NOT TO SCALE
NOTES:
1. VIGOROUS STAND OF PERMANENT GRASS COVER SHALL
BE ESTABLISHED AS SOON AS POSSIBLE ALONG THE
BANKS OF DITCHES AND DISTURBED AREAS. WHERE
DITCH BANKS CANNOT BE ADEQUATELY STABILIZED WITH
VEGETATION, AN ARTIFICIAL LINER SUCH AS RIP -RAP
SHALL BE USED TO PROTECT BANKS. PULL SLOPES BACK TO BLEND
2. WHERE SLOPE OF CHANNEL BOTTOM EXCEEDS 1.5%,
EXCELSIOR MATTING OR OTHER EFFECTIVE CHANNEL LINING INTO EXISTING TERRAIN, TYP.
MATERIAL SHALL BE USED.
GRASS LINED SWALE
NOT TO SCALE
CONSTRUCTION SEQUENCE:
1. CONTRACTOR TO NOTIFY N.C. LAND QUALITY SECTION, REGIONAL OFFICE IN
WILMINGTON, [phone], PRIOR TO BEGINNING CONSTRUCTION.
2. INSTALL CONSTRUCTION ENTRANCE, SILT FENCE, SEDIMENT BASIN AND
GRASS LINED SWALES AS SHOWN ON THE EROSION CONTROL PLAN.
3. MAINTAIN ALL MEASURES FOR THE DURATION OF THE PROJECT.
5. CHECK SEDIMENT BASIN DEPTH FROM DESIGN DEPTH TO BOTTOM. IF LESS
THAN DESIGN DEPTH, EXCAVATE TO DESIGN DEPTH.
MAINTENANCE PLAN
1. ALL EROSION CONTROL MEASURES WILL BE CHECKED FOLLOWING EVERY
RUNOFF -PRODUCING RAINFALL AND AT LEAST ONCE EVERY WEEK. NEEDED
REPAIRS WILL BE MADE IMMEDIATELY.
2. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN WHEN STORAGE
CAPACITY HAS BEEN APPROXIMATELY 5D% FILLED.
3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT
BECOMES 0.5 FT. DEEP AT THE FACE OF THE FENCE. THE SEDIMENT FENCE
WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
4. GRAVEL CONSTRUCTION ENTRANCE TO BE CLEANED WHEN SEDIMENT
ACCUMULATIONS ARE VISIBLE OR SEDIMENT IS DEPOSITED ON THE ASPHALT
AND STONE WILL BE PERIODICALLY TOP DRESSED WITH 2 INCHES OF #4
STONE TO MAINTAIN 6 INCH DEPTH.
5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND
MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO
MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
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PROJECT NARRATIVE
The John Ward -Wood Waste Grinding Operation tract is located in the Lockwood Folly Township
of Brunswick County on SR 1119 (Stanley Road) approximately 0.40 miles southeast of the
intersection of SR 1130 (Mt. Pisgah Road) & SR 1119 (Stanley Road) in Supply, North Carolina.
The total project area is 10 acres. The area of disturbance is 4.85 acres.
The project consists of a wood waste grinding operation where minor land forming activities will
take place. There will be a soil internal access road installed on this site. The property owner is
currently hauling vegetative debris from construction sites and stock piling on this site. The debris
will be ground into mulch and dispersed to other sites. The site is approximately 2600 feet from SR
1119 and is accessed by and existing road. No activity other than that described above is anticipated
at this time. At such time as the activity becomes more intense, a plan revision will be submitted to
the Land Quality Section for review and approval.
STORMWATER & EROSION CONTROL MEASURES
A construction entrance will be installed at the entrance to the project and maintained for the
duration of the activity at the site. The site contractor will stabilize disturbed areas as soon as
possible. Runoff will be directed to the sedimentation basin for the duration of the operation. Grass
lined swales with check dams will be installed to serve as stonnwater collection/erosion control
diversion devices which will direct runoff to the sediment basin and shall be and maintain at all
times. In addition, silt fence will be maintained around the perimeter of the area of disturbance to
maintain adequate sedimentation and erosion control. No other erosion control measures are
deemed necessary at this time. The grass lined swales will also serve to convey the storrnwater
runoff to a 100 LF treatment swale located at the outlet of the sediment basin prior to leaving thel
Iproject area via an existing ditch o the NE side of the project.
JOHN D. WARD
I DB 2673, PG450
PID 1830005303303
613.20' I
I
✓ �j
GRAVEL
CONSTRUCTION E i
ENTRANCE (SEE DETAIL) ' N7b°4226 ' ' d I I EI CH ISTING
JOHN D. WARD
DB 2673, PG 450
PID 1830005302
Revisions
8-21-08 Combined the
SW/EC designs per DWQ
Comments
. 10 GA.
.f�STEEL
POST
'WIRE
W
V
f-WOVEN WIRE FENCING AS
O
REQUIRED
MIN. 12-12 GA.
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■ ^ILT FILTER FABRIC
INTERMEDIATE WIRES
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4. 10 GA.
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TTOM WIRE
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ANCHOR FABRIC SKIRT W/ MIN. 4"
E-
LONG WIRE STAPLES @ 12" O.C.
N
3" MIN. COMPACTED FILL OVER SKIRT'
FRONT VIEW SIDE VIEW
NOTES:
1. INSTALL NEW SILT FENCES AS SHOWN ON DRAWING AND AT LOCATIONS NECESSARY TO CONTROL SILTATION OF ADJACENT AREAS.
2. WHERE STEEL POSTS ARE USED, POSTS SHALL BE FIN LENGTH AND BE OF THE SELF FASTENER ANGLE TYPE.
3. WOVEN WIRE FENCING, WHERE REWIRED (SEE NOTE #6), SHALL CONFORM TO ASTM At 16 FOR CLASS 3 GALVANIZING. FABRIC SHALL
BE A MINIMUM OF 32' WIDE AND HAVE A MINIMUM OF 6 LINE WIRES WITH 12' STAY SPACING. THE TOP AND BOTTOM WIRES SHALL BE
10 GAUGE AND INTERMEDIATE WIRES SHALL BE 12-12 GAUGE.
4. FILTER FABRIC SHALL BE OF NYLON, POLYESTER, PROPYLENE OR ETHYLENE YARN WITH A MINIMUM STRENGTH OF 30 LB./LIN. IN. AND
A MINIMUM OF 85% FILTERING EFFICIENCY. FABRIC SHALL CONTAIN ULTRAVIOLET INHIBITORS AND STABILIZERS.
5. IF FABRIC FILTER IS USED WITH A STRENGTH OF 50 LBAJN. IN. OR GREATER, AND THE POST SPACING (S) DOES NOT EXCEED 6. WOVEN
WIRE FENCING IS NOT REWIRED, OTHERWISE, WOVEN WIRE FENCING IS REWIRED, AND POST SPACING SHALL NOT EXCEED 8'.
6. THE SLICING METHOD FOR INSTALLING THE FENCE IS ACCEPTABLE.
7. AT LEAST ONCE A MONTH AND AFTER EACH MAJOR STORM EVENT, THE CONTRACTOR IS TO INSPECT THE SILT FENCES. ANY WASHOUTS
ARE TO BE CORRECTED AND WHEN SOIL ACCUMMULATION REACHES ONE-HALF OF THE HEIGHT. THE COLLECTED MATERIALS ARE TO BE
REMOVED.
SILT FENCE
law
SWALE-1 y SWALE-4 h L
_ FILTER FABRIC
INV.-45.4 INV=45A i
WETLAND L I I / WETLAND LINE
SWALE-5 CHARLES HERBERT PHELPS
42.5 p DB 294, PG 149
A Pm 1830005204
UPLAND /I
EXISTING 8' _ _
-4\ �\ - SWALE-5 100 LF
c PVC PIPE F
STONE OUTLET
SWALE-1 n^� �� I (SEE DETAIL)
V o� _ _ _ _ _ I \i / '1 J►, LIMIT OF DISTURBANCE 5'MAX.
.85 ACRES 1 -
TBM BENCHMARK \ \� 42\ SWALE-4 - - - SEDI NT BASIN -I -
NAIL IN PINE TREE =
( _ _ =V 44.9 _
ELEV. = 48.85 (NAVD 88 DATUM) 1 4 - = _ -%'T _ ) i i i i \ E (SEE SEDIMENT BASIN DATA \
\ TABLE &DETAIL)
`---7 _1 \ + � I SWALE-4 � / >
1 �� PROPOSED INV =43.4
LEON A. FULLWOOD NV1 EXISTING
/
' .=45., ,- - i
SEE SWALE MC 18, PG 462
1 r tz" CPP \ `y _
PID 1830005304 I I r 1
DATA TABLE - -� woODSLtNE /
SWALE 3
INV.-43.4
0 1 1' tip S'EOCK
PILE,
l ! - fib- ` 50' REQUIRED r
11 111 �1 9c�'a 4� - CHECK DAM SETBACK
1 SWALE-2 0 ? (TYP.) r, I
EXISTING
STOCK
1 p7a PILE PILE �I
1 50' RE l
Q--4Z--- STOCK SWALE-3 _f 1
UIRED 1 1� '
SETBACK , PILE
1 SWALE-2
INV=46.4 1 t
1 1
335 LF TEMPORARY
',4IL FENCE
> !,
1 1, SWALE-3 �� 1/i I
1 , INV.= 46.4_ i -I i i i I
GRASS LINED SWALE TABLE
SWALE-#
LONGITUDINAL
GRADE (%)
SIDE
SLOPE
Q 10
YEAR
(CFS)
VELOCITY
(FT/SEC)
DEPTH OF
WATER (FT)
SWALE-1
0.09
3:1
0.24
0.39
0.60
SWALE-2
0.15
3:1
1.94
0.72
1.00
SWALE-3
0.55
3:1
3.59
1.37
1.00
SWALE-4
0.32
3:1
3.23
1.18
I.20
SWALE-5
0.10
3:1
6.89
2.03
1.15
SEDIMENT BASIN TABLE
AREA
REQUIRED
PROVIDED
BASIN
LENGTH
WIDTH
DEPTH
DISTURBED
STORAGE
STORAGE
(ft)
(n)
(B)
(ac)
(ct)
W)
SB-1
69
32
4
4.85
8730
8832
'Ii-
�� i GRASS LINED SWALE TO SERVE AS I
1 ♦ �i TORMWATER COLLECTION/EROSION CONTROL
MC W, PG 266
ERNEST N. FULWOOD 1 t I �i DIVERSION DEVICE FOR DURATION OF PROJECT
1 {/t �/ _
PID 1990008910 li (TYP.) _
589.36' ,---
/ S j6°4226„w 44
(1 LIMIT OF DISTURBANCE 4 S / B. TAMP THE TRENCH FULL OF SOIL. SECURE
_ J INCHES DOWN FROM TRENCHW OF STAPLES, 10 .
SPACING,
4.85 ACRES 46 41NC
EXISTING WOODSLINE 11 47/ /
r- � �' `I E.CVERALL-
NOT TO SCALE
/EGETATED EARTHEN
CONTAINMENT BERM
VEGETATED EARTHEN
CONTAINMENT BERM
SEE gyyy
Imo- SEDIMENT
I BASIN TABLE
%6�tw /
3:1 SIDE SLOPE MAX.
STONE CLASS i
STONE OUTLET
SECTION W/ WEIR
F MIN.
CLEAN BASIN WHEN ONE
HALF FULL CARRY RIP -RAP UP SIDE
TOP OF BERM (To OF SPILLWAY
TOP ELEVATION OF STORMWATER 18"
01V DEPTH (D) ,
(SEE SEDIMENT BASIN TABLE)
CLASS 1
RIP -RAP
LENGTH (B) d50 = 9"-14"
(SEE SEDIMENT TABLE)\-NCDOT#57 OR #5 CLEAN
WASHED STONE
1 FT DEPTH
SEDIMENT BASIN
NOT TO SCALE
ALL DISTURBED AREAS SHALL TO PREVENT SOIL EROSION. THE CONTRACTOR MAY USE METHODS
AND SCHEDULES SHOWN BELOW. HOWEVER, IT IS RECOMMENDED THAT THE CONTRACTOR CONSULT
A SPECIALIST WITH ATTENTION TO THE SITE -SPECIFIC CONDITIONS.
CULTIVATE AREA TO A DEPTH OF 5 INCHES.
APPLY LIME, FERTILIZER AND SEEDS AS INDICATED BELOW.
MAINTAIN THE GRASSES BY WATERING AND RESEEDING AND ADDITIONAL FERTILIZER AS NECESSARY.
BARRICADE OR PROTECT GRASSED AREAS UNTIL THE GRASSES GERMINATE AND GET ESTABLISHED.
DECEMBER 1 TO APRIL 15 APRIL 15 TO AUGUST 15
TEMPORARY SEEDING
SOIL AMMENDMENTS
LIMESTONE:
2,000 LB/AC. 2,000 LB/AC.
FERTILIZER:
750 LB/AC. OF 10-10-10 750 LB/AC. OF 10-10-10
SEEDING MIXTURE
RYE (GRAIN), 120 LB/AC. GERMAN MILLET, 40 LB/AC.
LESPEDEZA (KOBE), 50 LB/AC.
MULCH
APPLY 4,000 LB/AC. STRAW APPLY 4,000 LB/AC. STRAW
AND ANCHOR IN PLACE AND ANCHOR IN PLACE
PERMANENT SEEDING
APRIL 1 - JULY 15
SOIL AMMENDMENTS
LIMESTONE:
3,000 LB/AC.
FERTILIZER:
500 LB/AC OF 10-10-10
SEEDING MIXTURE
BAHIAGRASS, 50 LB/AC.
LESPEDEZA, 30 LB/AC.
BURMUDAGRASS, 10 LB/AC.
GERMAN MILLET, 10 LB/AC.
MULCH
APPLY 4,000 LB/AC. STRAW AND ANCHOR IN PLACE
SEEDING SCHEDULE
I C. OVERLAP - BURY UPPER END OF LOWER
11 I I STRIP AS IN "A" AND "B". OVERLAP END OF
OP STRIP 4 INCHES AND STAPLE
1 II
NOTE: 1 CHARLES HERBERT & I I
1. MINOR GRADING TO OCCUR ON -SITE - PROPOSED 1 CLARMC Z, PG 13
PHELPS I I
CONTOURS ARE EQUAL TO EXISTING CONTOURS 1 MI I
2. BASE INFORMATION PROVIDED BY EAST COAST 1 PID 19900197
ENGINEERING & SURVEYING, PC. 1 I I
3. WETLAND INFORMATION PROVIDED BY LAND 1 I I
MANGEMENT GROUP, LLC. 1 1 SCALE: 1" = 60' iiiiiiia
I I
11 0 30 60 120 180 II II
AUGUST 15 TO DECEMBER 30 1
2,000 LB/AC,
1,000 LB/AC. OF 10-10-10
RYE (GRAIN), 120 LB/AC.
APPLY 4,D00 LB/AC. STRAW
AND ANCHOR IN PLACE
A. BURY THE TOP END OF THE EXCELSIOR STRIPS
IN A TRENCH 41NCHES OR MORE IN DEPTH.
5W,�r 0(kloV.�_ 9
APPROVED
NORTH CAROLINA ENVIRONMEN
` MANAGEMENT COMMISSION
a I,N4F WATER, UA 1TY
� �� b 0 f
PLACE STAPLES MAXIMUM T APART
THROUGHOUT EXCELSIOR MATTING
IN A DIAMOND PATTERN TO KEEP
MATTING FIRMLY IN CONTACT W/SOIL.
D. EROSION STOP - FOLD OF EXCELSIOR BURIED
IN SLIT TRENCH AND TAMPED, DOUBLE ROW
OF STAPLES.
EXCELSIOR MATTING
NOT TO SCALE
TYPICAL STAPLES
#6 GAUGE WIRE
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Date: JULY 31, 2008
Scale: I" = 60'
Drawn By: 1TP
Checked By: DRB & JCR
THIS PLAN IS NOT ISSUED FOR
:ONSTRUCTION WITHOUT AFFIXED
CORPORATE SEAL.
a SEAL
8948
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