SW8130501_APPROVED PLANS_20130516

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 13 o 5 of
DOC TYPE
❑ CURRENT PERMIT
dAPPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2013 05 16
YYYYMMDD

I \ \
1 \ \
I \ ( 1
I \ \ V
Surface
Surface
Sediment
GWuarmc
Arlen
Drainage
Denuded
Volume
Volume
Area
Area
Basin
Basin
Storage
a
Weir
Qw
�
Basin No.
Basin Type
Area
Area
RatlolmlC
Required
ProvWed
Required
provided
Length
Width
Depth
Length
length
Length
(crs)
( )
1x)
(SO
(e0
kfl
(R)
(10
IRO
$
SB 01
SEDIMENT
5.1'-
5:1 '
0.35
8,108
28,900
7,082
14,450
170
85
2
15 3
' 15
16.3
102
S13#2
SEDIMEM
'1:7
1:T -
0.35
3,060
12,100
2,379
6,050
110 -
55
2
r,
70
5.5
3.4
LEVEL SPREADER \
\_ a`
_ ------ i \ - 1-----_ BMP OUTLET \
_--s STRUCTURE
SEDIMENT_ BASI OR \
TEMP. FOR
SEDIMENT_ \
INSTALL A`X4' 4 \
` RIP RAP PAD \ `
UNDER SKIMME \ `
PROPOSED
BERM
WET PO
ru
'�`$EDI BASIN ` �� E
vBMP2 ✓ Q \Q �A�L� / 45. .,w.�...�
N STABILIZED _ -----'
1 \
\ 00000
! / ,
MATERIAL STORAGE
L- YARD
\ �• \ ` \ l
�\ \ , �,-=
45.50
\` ` TREE PROTECTION I
f!i o `` `\ SILT FENCE p
ON
\ IN
'\ `\ `` L -' '-\ \ TEMP.
%`\ \ \ `\ ,' � -1 '. \, STOCKPILE
PROPOSEb
---- > \ - BERM o,q,
,
`\ `\ `\ \
I IN
��
----
1
`�`\\\
.J 56' X 14'
�- AI
------' > \
c---T
\ \ �\ i ,,
ODULAR OFFICE
/1 BUILDING
a
`
`--
\``
P OTE �Ot4` `\'`
/ ' FFE: 47.00
TEMPORARY
----
CONSTRUCTION
ENTRANCE
IN
\ /
N INV.
IN: .00
=� \i O O
` 7.5
X
GENERAL GRADING AND EROSION CONTROL NOTES
1. ALL EROSION CONTROL SHALL BE IN ACCORDANCE WITH ONSLOW IN
COUNTY SOIL EROSION AND SEDIMENTATION CONTROL ORDINANCE. --__ - -NEW f CP --
IVEWAY
2. ALL GRADED SLOPES AND FILLS WILL BE SLOPED AT 3HAV OR DRPE \ `` O
FLATTER.
3, ALL DENUDED AREAS MUST BE STABILIZED PER NPOES REQUIREMENTS.
SEE TABLE THIS SHIM?. - ----' , •,
4. SILT FENCE STAKES SHALL BE SIX FEET APART IF NO WIRE BACKING OUT: .85 u
IS USED.
5. ANY SPOIL MATERIAL WILL BE STOCKPILED IN AN APPROVED LOCATION / PIPE LEi
PROTEC ON z
ON -SITE AS SHOWN ON THE PLANS.
6. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND NEW 1
WITHIN 24 HOURS AFTER EVERY RAINFALL EVENT. / IN: 39.
7. TOPOGRAPHIC SURVEY PROVIDED BY S.T. WOOTEN CORPORATION. \ `
/ --------NEW 1
NPDES STABILRATION CHART DRIVEWA 6 E\
Site Area
Stabllraatlnn
StabiBaatlon Time
Description
Time Frame
Fraoe Exceptions
Fedmeter dikes,
Swaim ditches
7 days
Nose
and slopea
• lash Quality
Watcr(HQW)
7days
None
Z®es
If elopes are 30' or
• Stops Stall
7 days
less in leaglh and are
than 3:1
not siecim thm 2:1,
14 days are allowed
7-days for dopm
• Slopes 3:1 or
14 days
greaten am 50 feet
8aitcf
in length
• All other arse
Neal
(ezcept for
with elopes Bas
dap
14 da
penmQd ers a
than 4:1
H W Zooms
I Na I Revision I Dare I BY I
Deisri
Walt
Sale
r = w
Doan ly
note
vim4fM
avidled M
)ob Na
DW
ZYd M'm
r
r
r
�. IN,
. \:
\
l 1 /
N.
N.
N.
Porous Baffle Area Chart
Total Basin
Inlet Zone
First Chamber
Second Chamber
Basin # Surface Area (so
Baffle Area #1 (so
Baffle Area #2 (so
Baffle Area #3 (st)
Outlet Zone (so
(35% of Total)
(25% of Total)
(25% of Total)
(15% of Total)
SB #1
1 14,450
1 5,058 1
3,613
1 3.613
1 2.168
SB #2
6,050
2,118
1,513
1,513
908
.\OPO
, I
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/
,
ai.00/
KI FgOR
� XRAP
I
/ N SKM
/
BMp
tTR ,
i UC0TU
0
L SPREADER
J /
K 11
r a ,
i.
I , • II
DITCH: D / 1.00
F)REA: 045 AC
CrFACTOR: 0.80
_,fTO: 9.18 IN/HR
q,2 ' SLOPE: { 0% 50
010: 17.99 CFS X
V10: 4.52 FT/S
r
r'
r
DITCH: D2 L
AREA 0.68
C FACTOR: 0.80'
i `0: 9.18 IN
SLOPE:
Q10. 4.9�
4/10: 3.20 FT/S
-SILT FENCE
i
DITCH,
,
, Y
DITCH: d1
AREA: 0.22 A
C FACTOR: 0.4
110: 9.18 IN/HR
SLOPE: 1.0 `r10
Q10: 1.62 CFS L )b
V10: 2.47 Fr/9, ,
I 1
I 1 '
I 1
I
I
-TRUCK WASHD N
PiROPOSED '
AREA All BE(M
,
>
, I \
L
\
;r L °r LINED SION DItCH
WITH GREEN SlW
' �/� / • TEM RARY LINER
L
I '
I \
t \
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r l „
%
';'
,--
-v.
POSED
r „
1
1
INV. 1 :'
•3 5 -
IN
-PIPE INLEI`
PROTECTION �
`,
`;``
I IN I It
\ IN : \ \ r1
S.T. WOOTEN CORPORATION
BURTON INDUSTRIAL PARK CONCRETE PLANT
JACKSONVILLE ONSLOW COUNTY NORTH CAROLINA
" � r
,
/
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f
EROSION COI�d1ROL DATA TABLE
FINANCIALLY RESPONSIBLE COMPANY- S. T. WOOTEN CORPORATION
3801 BLACK CREEK ROAD
WILSON, NC 27894
[phone]
ATTN: BUTCH LAWTER, PE
DESIGNER/ENGINEER:
WITHERS & RAVENEL, INC.
115 MACKENAN DRIVE
CARY, NC 27511
[phone]
CONTACT:
RYAN FISHER, PE
DEVELOPMENT TYPE:
PORTABLE CONCRETE PLANT
SITE AREA:
10.01 AC
IMPERVIOUS SURFACE AREA CALCULATIONS
SURFACE AREA OF MATERIAL STORAGE
YARD: 3.42 AC
SURFACE AREA OF GRAVEL/CONCRETE
1.81 AC
PLANT AREA:
SURFACE AREA OF BUILDINGS
/...,,..nrn ,.. ,r,..". .nr.\_
0.02 AC
TOTAL IMPERVIOUS SURFACE
% OF IMPERVIOUS SURFACE 52.25%
FLOODPLAIN: NO I00-YR FLOODPLAIN LOCATED
ON SITE PER FEMA FIRM PANEL
3720435800J - PANEL 4358.
BAYMEADE FINE SAND & LEON FINE SAND
Filter Basin Skimmer Orifice Calculations
Orifice Equation
Q=Cd*W(2gh)A(1/2)
SB #1
Variables
Constants
Basin Volume:
28,900 cf
g =
32.2 ftfs2
Head:
0.25 ft
Cd=
0.59
Draw down time:
48 hrs
172,800 sec
Orifice Area =
0.071 sf
10.173 sq. in
Orifice Diameter =
3.60 in
Orifice Radius =
1.8 in
USE 4 INCH DIAMETER ORIFICE
SB #2
Variables
Constants
Basin Volume:
12,100 cf
g =
32.2 ff/s2
Head:
0.25 ft
Cd=
0.59
Draw down time:
48 firs
172,800 sec
Orifice Area =
0.030 sf
4.259 sq. in
Orifice Diameter =
2.33 in
Orifice Radius =
1.2 in
USE 2 INCH DIAMETER ORIFICE
SOIL TYPES:
EROSION CONTROL NARRATIVE
THIS PROPOSED PROJECT CONSISTS OF CLEARING AND GRADING ACTIVITIES ASSOCIATED
WITH CONSTRUCTION OF A CONCRETE PLANT. ACCESS TO THIS SITE WILL BE
PROVIDED BY TWO NEW DRIVEWAYS OFF OF BURTON PARK BOULEVARD. TEMPORARY
GRAVEL CONSTRUCTION ENTRANCES WALL BE INSTALLED AT THIS SITE ACCORDING TO
STATE SPECIFICATIONS.
THE EXISTING TOPOGRAPHIC NATURE OF THIS SITE IS GENERALLY LEVEL TO SLOPING.
AN EXISTING HIGH POINT BISECTS THE SITE AND STORMWATER IS CONVEYED NORTH
AND SOUTH FROM THIS RIDGE. ALONG THE PROPOSED SOUTHERN PROPERTY LINE,
AN EXISTING MAN-MADE DRAINAGE FEATURE COLLECTS STORMWATER BUT DOES NOT
DISCHARGE THE STORMWATER WILL TYPICALLY INFILTRATE INTO THE SOIL DURING DRY
PERIODS.
THE PROPOSED EROSION CONTROL AND STORMWATER MEASURES AT THE CONCRETE
PLANT SITE WILL CONVEY STORMWATER TO TWO (2) STORMWATER WET PONDS. BMP
1 WILL BE LOCATED EAST OF THE PLANT AND BMMPP 2 WILL BE LOCATED NORTH OF
THE PLANT. EACH BMP WALL OUTLET TO EXISTING DRAINAGE FEATURES.
SEDIMENTATION AND EROSION CONTROL WALL BE MAINTAINED ON THIS PROPERTY BY
UTILIZING A TEMPORARY CONSTRUCTION ENTRANCE, SILT FENCING, TREE PROTECTION
FENCING, ARC FILTERS, AND ROCK CHECK DAMS.
GRADING, SEDIMENTATION AND
EROSION CONTROL PLAN
EROSION CONTROL LEGEND
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
-X-X-X-I
FF4_FF
»»»>>>>>>>
• a : --a al ,, au t:_
ROCK PIPE INLET
PROTECTION
ROCK CHECK DAM
TREE PROTECTION FENCING
CLEARING LIMITS
SILT FENCE
DIVERSION DITCH
DIVERSION DITCH LINED
WITH NA GREEN S150
TEMP. LINER OR APPROVED
EQUAL
CONSTRUCTION SEQUENCE
1. INSTALL TREE PROTECTION FENCING. TREE PROTECTION FENCING
MUST BE INSTALLED AND INSPECTED PRIOR TO ISSUANCE OF A LAND
DISTURBING PERMIT.
2. OBTAIN LAND CONTROL
INSPECTOR 9 (9110) 796 N72 5�PRIOR TO BE�GINN NG CONSTRUCTION.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCE PADS.
4. INSTALL TEMPORARY DIVERSIONS, SILT FENCING, SEDIMENT BASINS,
OR OTHER MEASURES AS SHOWN ON THE APPROVED PLAN. CLEAR
ONLY AS NECESSARY TO INSTALL MEASURES.
S. CALL FOR ON SITE INSPECTION BY NCDENR AND OBTAIN CERTIFICATE OF
COMPLIANCE.
6. BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED.
ROUGH GRADE SITE.
7. INSTALL STORM SEWER AND PROTECT INLETS WITH ROCK PIPE INLET
PROTECTION. SILT FENCING OR OTHER APPROVED MEASURES AS SHOWN
ON THE PLAN. BEGIN CON§IRUCTING CONCRETE PLANT AND OTHER
BUILDINGS.
9. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED
COMPLETELY, CALL FOR INSPECTION BY NCDENR.
10. IF SITE IS APPROVED. CONVERT TEMPORARY DIVERSIONS TO PERMA
11. WHEN VEGETATION HAS BECOME ESTABI
INSPECTION BY NCDENR.
12. OBTAIN A CERTIFICATE OF COMPLETION.
WITHERS RAVEN EL
ENGINEERS 1 PLANNERS I SURVEYORS
115 MacKenan Drive Cary, North Carolina 27511 tel: [phone] www.wRhersravenel.com license No. C-0832
C ALL FOR FINALRE

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2121L ID
S.T. WOOTEN CORPORATION
BURTON INDUSTRIAL PARK CONCRETE PLANT
JACKSONVILLE ONSLOW COUNTY NORTH CAROLINA
LANDSCAPE PLAN
BUFFER SPECIFICATIONS:
1. UNLESS SPECIFIED ELSEWHERE IN THIS ORDINANCE, A BUFFER
SHALL BE ONE OF THE FOLLOWING:
A. AN SIX (6) FOOT HIGH OPAQUE FENCE WALL INSTALLED NO
CLOSER THAN THREE FEET FROM THE PROPERTY LINE WITH
EVERGREEN PLANTINGS BETWEEN THE FENCE AND PROPERTY LINE; OR
B.
BUFFER ) FEET WIDE SHALL INCLUDE TWO (2)STAGGERED ROWS OFEVERGREEN PLANTINGS, TO
INCLUDE 6 TREES, 6 FEET IN HEIGHT AND 20 SHRUBS PER 100.; OR
C. A TWENTY (20) FOOT WIDE NATURAL WOODED BARRIER, OR
D. A COMBINATION OF A BARRIER AND PLANTINGS AS APPROVED
BY THE ZONING ADMINISTRATOR.
2. A BUFFER SHALL NOT BE PLACED IN THE RIGHT—OF—WAY OR
WHERE IN WILL INTERFERE WITH A SIGHT TRIANGLE.
3. THE OPAQUE FENCE OR WALL MUST DAMPEN NOISE AND
SHALL NOT PERMIT VISIBILITY FROM ONE SIDE TO THE OTHER. IT
MAY BE OF DECORATIVE MASONRY, WOOD PLANK, OR BASKET
WEAVE CONSTRUCTION.
4. WHERE EVERGREENS (TREES AND SHRUBS) ARE USED, A
SPECIES AS RECOMMENDED BY THE COUNTY AGRICULTURAL
EXTENSION AGENCY AND SIZE NO LESS THAN 3 GALLON
CONTAINER SIZE.
5. THE NATURAL WOODED BARRIER SHALL BE UNDISTURBED,
NATURAL LOW BUSHES, SHRUBS, OR TREES. THE NATURAL BUFFER
MUST PROVIDE REASONABLE SCREENING IN THE ESTIMATION OF
THE ZONING ADMINISTRATOR.
RENTS
rO 6" BELOW =1945 SF 50 HERB.
PLANTS
/ 200 SF = 486 PLANTS
COMMON NAME
ROOT
CALIPER
HEIGHT
NOTES
Sweet Flag
CONT.
1 Gal.
24" O.C.
gato'
Variegated Sweet Flag
CONT.
1 Gal.
24' O.C.
Arrow arum
CONT.
1 Gal.
24 O.C.
Pickerelweed
CONT.
4 Pot
247 O.C.
Broadleaf Arrowhead
CONT.
1 Gal.
24° O.C.
Lizard's tail
CONT.
4 Pot
24 O.C.
ioemontani
Softstem Bulrush
CONT.
4" Pot
24' O.C.
6w ABOVE)
= 2.1M SF 50
HERB. PLANTS / 200 SF = 526
PLANTS
COMMON NAME
HEIGHT
NOTES
Tussock Sedge
4" Pot
2e O.C.
Northern Blue Flag Iris
4 Pot
24" O.C.
Southern Blue Flag Iris
FROOTCALIPER
C Pot
24 O.C.
Soft Rush
4" Pot
247 O.C.
Cardinal Flower
4" Pot
24r O.C.
Woolgrass
1 Gal.
1 24" O.C.
RENTS
rO 6' BELO =1 SF 50 HERB,
PLANTS
/ 200
SF = 262 PLANTS
COMMON NAME
ROOT
CALIPER
HEIGHT
NOTES
Sweet Flag
CONT.
1 Gal.
24' O.C.
ata'
Varie oted Sweet Flag
CONT.
1 Gal.
24" O.C.
Arrow arum
CONT.
1 Gal.
2e O.C.
Pickerelweed
CONT.
4 Pot
24 O.C.
Broadleaf Arrowhead
CONT.
1 Gal.
2,V O.C.
Lizard's tail
CONT.
f Pot
24 O.C.
oemontani
Softstem Bulrush
CONT.
4 Pot
247 O.C.
GW ABO
=1 17 SF 50 HERBS
PLANTS
/ 200 SF = 279
PLANTS
COMMON NAME
ROOT
CALJPERI
HEIGHT
NOTES
Tussock Sedge
CONT.
4" Pot
24" O.C.
Northern Blue Flag Iris
CONT.
V Pot
24 O.C.
Southern Blue Flag Iris
CONT.
e Pot
24' O.C.
Soft Rush
CONT.
4 Pot
24 O.C.
Cardinal Flower
CONT.
4 Pot
24 O.C.
Woolgross
CONT.
1 Gal.
24" O.C.
SCALE 1'.SO'
WITHERS & RAVEN EL
ENGINEERS 1 PLANNERS I SURVEYORS
115 MacKenon Drive Cary, North Carolina 27511 tel: [phone] www.withersravenel.com License No. C-0832
swa Na
5 411

I
EXISTING DRAINAGE
AREA 244 AC ;
EXISTING DRAIN
n✓
SCAM I* a 15(r
"` °al *•� ST. WOOTEN CORPORATION STORMWATER PRE DEVELOPMENT WITHERS 1- RAVENEL r.r
0 +� 8MCt4 INDMRIAL PARK CONCRETE PLANT
DMNAGE AREA MAP ENGINEERS I PLANNERS 1 SURVEYORS 1 UI 2
r
a � 11a8aNsarr OIIRa1Y WIIIIIY NO[mI GEOIM4 inR-�al.4 YIYa-RIm eNMF]M gars ens r.4m
BMP 1 - STORMWATER WET POND DESIGN
Project Name: ST Wooten - Burton Park Lot 4 BMP #1 PPmject#: 2120335.1
Qui5tall% Onslow County Daat% 30-AW-13
Table 10.4 Surface Am to Drainage Area Ratio for Avmmnent Pod Sinew for 90% ftgu& N
na-- rJr.. b rnavbt a?e60ie
% Impervious
Pernallnd Pod Depth (feet)
3.0 1 35 4.0 1 4S 5.0 1 5.5 6.0
30
3.5
3.0
2.7
2.5
2.2
1.9
1.6
40
4.5
4.0
3.5
3.1
2.8
2.5
2.1
50
5.6
5.0
4.3
3.9
3.5
3.1
2.7
60
7.0
6.0
5.3
4.8
4.3
3.9
3A
70
8.1
7.0
6.0
5.5
5.0
4.5
3.9
80
9.4
8.0
7.0
6.4
5.7
5.2
4.6
90
10.7
9.0
7.9
7.2
6.5
5.9
5.2
100
12.0
10.0
8.8
8.1
7.3
6.6
1 5.8
Souro= NLUENWRVQStonrrwAe8eUMU It PreCtimpg. 10-14,)ulY2007rev. r✓16e9
STORMWATER BMP- STORMWATER WET POND 25%TN Remavaq
Land the
Area
(ac)
% IA
Imp. Ara
(art
Impervious
4,02
100
4.02
BMP
0.64
51
0.33
open Space
022
0
0.00
Future I ious Area
0.18
100
0.18
Totals
5.06
4.52
Tom % bllpervlelar Surface Area a
89A %
Surface Area of Peramnned Pool:
Average depth - 5.00 ft
SAIDA ratio - 6,45
Fern Table 10.4
Minimum pond surface area (SA) - (DA
a SAIDA ratioYlo0
SA = 0327
Acres
14224
sq. ft.
Nomul pool elevation - 36.5
fed
Surface area provided - 0327
acres
14224
sq. fL
154nch Runoff Volume Calculation
Using the mnoff volume calculations in the 'Simple Method' as described by 5chueler (1987)
Rv - 0.05 + 0.009(f) where,
Rv - Runoff coef iicien4 intn.
I - Percent impervious
Rv - 0.85 into.
Total runoff volume from 1.54nch precipitation:
Runoff volume, S - (Design rainfall) (Rv) (Drainage Area)
S- 0541 acre-ft
23550 cu. ft
Water quality pool elevation- 37.89
feet
Ovefim elevation- 38.00
fed
Storage volume provided- 0S89
acre4t
25657
cu. ft.
K112\ILm30\I20ail.IOJT Wa.b IAm481e1m P=kVLN{BLa•YI
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Divots By
Dave
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Cledoed By
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211M10
BMP 2 - STORMWATER WET POND DESIGN
Project Name: ST Wooten - Burton Park Lot 4 BMP #2 Pmiect#: 2120335.1
iC N/State: Onslow County Date. 30-Apr-13
Table10.4 Surface Area to DriskageArea Ratio for Permanent Pool Siang for 90%PoBuUnt
RPArnval F firi A rruefat R Penn
% Impervious
Permanent Pool Depth (feet)
3.0 35 1 4.0 4.5 1 5.0 55 1 6.0
30
3.5
3.0
2.7
2.5
2.2
1.9
1.6
40
4.5
4.0
3.5
3.1
2-8
2.5
2.1
s0
5.6
5.0
4.3
3.9
3.5
3.1
2.7
60
7.0
6.0
5.3
4.8
43
3.9
3A
70
8.1
7.0
6.0
5.5
5.0
4.5
3.9
So
9A
8.0
7.0
6A
5.7
5.2
4.6
90
10.7
9.0
7.9
7.2
6.5
5.9
5.2
100
12.0
10.0
8.8
8.1
7.3
6.6
5.8
Soup NMENW Q ROMWa Rest M affi men P im, pg. 1614, Iu1y 211U7 rev. &1N
STORMWATER BMP-STORMWATER WET POND (26%TN Remaa
Land Use
Area
(a0
% IA
Imp. Area
(art
Ire ious
1.22
100
1.22
BMP
0.40
50
0.20
Fulure Ire rvious Area
0.08
100
0.08
Totals
1.70
150
total% Impervious surface Aral =
88.27.
Surface Area of Permanent Pod,
Average depth -
3.00 ft
SAIDA ratio -
10.47
From Table 10.4
Minimum pond surface area (SA) - (DA
• SAIDA ratioY100
SA =
0.178
acres
7752
sq. ft.
Noma] pool elevation -
40.0
feet
Surface area provided -
0.200
acres
8696
sq. fL
1.54nch Runoff Volume Calculation
Using the runoff volume calculations in Nee 'Simple Method' as described by Schueler (1987)
Rv - 0.05 + 0.00900
where,
Rv = Runoff coefficient, inJin.
I - Percent impervious
Rv - 0.84
in -tin.
Total runoff volume from 1.54ndm
precipitation:
Runoff volume, S - (Design rainfall) (Rv) (Drainage Area)
S = 0.179
acredt
7812
cu. it.
Water quality pool elevation-
40.85
feet
Overflow elevation-
41.00
feet
Storage volume provided-
0.220
acre4t
9583
M. ft.
R:\12\12-031MiMnsIMTwoolenmat4BU PURUt4DB1&E2
I
66�is
TO BMP 2 ePCAT_ / E E,. ,ri
\ x\ TQBKMI t
/ \
/ CATCHMENT 3 ----
/ TO OFFSITE
,
\
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-------------
i
a asal. Iae
r" �® �T PLAM tOR STORMWATER POST DEVELOPMENT WITHERS RAVENEL "r
M aUSINGSr. VYOOTEN CORPORATION DRAINAGE AREA MAP ENGINEERS 1 PLANNERS 1 SURVEYORS 2 VI 2
BMP 1 A STORMWATER WET POND
OUTFLOW SUMMARY
Storm Event
Peak Water
Surface Elevation
(ft)
Freeboard
()
Total
Peak Outflow
(cfs)
1-Year
38.43
2.57
1.03
10-Year
39.15
1.85
17.70
25-Year
39.38
1.62
26.43
50-Year
39.53
1.47
32.65
100-Year
39.66
1.34
38.79
SOUTH OUTFALL (BMP 1)
PEAK ATTENUATION SUMMARY
Storm Event
Pre -Development
Peak Flow
(cis)
Post -Development
Peak Flow w/ BMP
(cfs)
Net
Chan a
(cfsl
Net
Change
M
1-Year
1.74
1.16
-0.58
-33%
10-Year
14.62
21.37
+6.75
+46%
25-Year
23.20
33.45
+1025
+44%
50-Year
31.27
42.01
+10.74
+34%
100-Year
1 40.70
50.87
+10.17
+25%
BMP 2 - STORMWATER WET POND
OUTFLOW SUMMARY
Storm Event
Peak Water
Surface Elevation
(ft)
Freeboard
(ft)
Total
Peak Outflow
(cfs)
1-Year
41.19
2.81
0.31
10-Year
41.89
2.11
2.23
25-Year
42.18
1.82
4.07
50-Year
42.35
1.65
6.17
100-Year
42.51
1.49
8.51
NORTH OUTFALL (BMP 2)
PEAK ATTENUATION SUMMARY
Storm Event
Pre -Development
Peak Flow
(cfs)
Post -Development
Peak Flow w/ BMP
WE)
Net
Chan a
(cfs3
Net
Change
M
1-Year
0.45
0.35
-0.10
-22%
10-Year
4-47
3.22
-1.25
-28%
25-Year
7-16
5.48
-1.68
-23%
50-Year
9.73
8.63
-1.10
-11%
100-Year
12.73
12.33
-( to
-3%
TOTAL SITE
PEAK ATTENUATION SUMMARY
Stone Event
Pre -Development
Peak ) ow
cfs
Post -Development
Peak Flow w / BMP
cis
Net
Change
cfs
Net
Change
1-Year
2.18
1.51
-0.67
-31%
10-Year
19.09
24.53
+5.44
+28%
25-Year
30.36
38.80
+8.44
+28%
50-Year
41.00
50.55
+9.55
+23%
100-Year
53.44
63.20
+9.76
+18%
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115 MacKcnan Drive Cary, North Corolmo 27511 tel: [phone] www.wkhersravenel.com License No. C-0832
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6 ia11

0 0 ° 0
O '� 0 TREE PROTECTION
-Tp___�SILT FENCE
---------------_=---- -
-------------`-h'"-.,�.�nt <,�-- t,.. m-
Tp
MATERIAL STORAGE YARD--
4�
X 65 36 - ----
/ �--1 34
- 1 /
- F
WEf POND X3 TOP OFOD ME410050
OTTOM OF POND: 2 OOF
Qi X26.50
/ RE Y V\ _ - ' / �\ LINING ARO NDA011TLEF I-
- STRUCT_L�RE---
PI
_
CONCRETE WEIR X
OUTLET STRUCTURE
k-----_-/ _ - w 3' WIDE REINFORC
' CHANNEL AL G
DEj"CLASS F IP
RAP 12" MIN DE
36.50 X
►- �.
L DION
131TCH t� _
L 10' LONG, 12" WIDE jam/
CONC. LEVEL
4 X 41 UO SPREADER
TOP OF LIP: 36.50
/ \+ 40 �S X/XxF CIS,
STORMWATER WET POND - BMP 1
1" = 20' SCAM I" w 0'
BMP #1
DIMENSIONS
ELEV.
NORMAL POOL
14.224 SF
36.50
SEASONAL HIGH WATER TABLE
36.88t
POND BOTTOM
26.50
TOP OF BERM
10 FT.
41.00
CONCRETE WEIR WIDTH
10' WIDE
38.50
WEIR NOTCH WIDTH
1' WIDE
38.00
100-YR WATER SURFACE ELEVATION
39.66
WATER QUALITY ORIFICE
2.5" ORIFICE
OUTLET PIPE INVERT UP NORMAL POOL
52 LF 4" DIP
® 0.00%
36.50
OUTLET PIPE INVERT DOWN
36.50
O.00R SLOPE ON
LEVEL SPREADER (FLAT
6'
LOW FLOW PIPE LEVEL SPREADER (3.1
FROM OURET STT711CTURE PSI MIN COMPRal
/ STRENG
INSTALL CLASS B RIPJ
RAP FROM OUTLET TO
BOTTOM OF SWALE i6'
MIN DEPTH, 3' WIDE WITH VEGETA
GEOTEXTILE LINER SWALE
SEE PLAN FOR LEVEL
SPREADER LENGTH
-LEVEL SPREADER UP ELEVATION=
4 -6" HIGHER EXISTING SLOPE ON
DOWNSTREAM SIDE
DIFFUSED FLOW
3'-O"
4517 WASHED THICKMIN� ONE -
PERMAM G OTEXiILE
UNDERUNER
TYPICAL SWALE / LEVEL SPREADER DETAIL
MIN. 5' WIDE BER )
EL:37. w
FOREBAY _-_ PERMANENT POOL ELEVATION: 36.50
Z
--- - - - - - - - - WET POND FOREBAY _____ _ ____ _ _ _________
- - - -
BERM BOTTOM OF POND ELEVATION: 26.50 ------- 311
VEGE
SEDIMENT REM
TYPICAL CROSS SECTION A -A
STORMWATER WET POND - BMP 1
TOP OF DAM (10' MIN WIDTH)
EL- 41.00
�. "11-11=11=11-11=11
11=11 � 1��=�1.111=11�•=�
-11-
SHWT a a = - -
10' WIDE VEGETATED SHELF TO
EXTEND TO A DEPTH OF Cr ABOVE
INDUSTRIAL PARK BUFFER
EXISTING
DRAINAGE
SWALE
EXISTING WOODS
DIRECT OUTLET PIP
TO LEVEL SF R '
12,-WIDE-
NC: LEVEL
SPREADER
LIP: 40.00
3' WIDE
CHANNEL
�, coorenri
TREE
SILT
M LEVEL
LSS B RIP
DEEP X
,
,
DIMENSIONS
PROPOSED CHAIN
LINK FENCE
44.50
X i
L/
kP
UCTUREUND OUT
WET
NORMA OOLO EL PL: 40.00
TOP OF DAM: 44.50
BOTTOM OF POND: 34.50 �I
c3„�- LEI
X34.50 I I
X I I
��� �� 3g I lJl �' � ►� I I
X r I
- 1
Sp. - �� I I
RF�U�RE 37\ � I � I
ti wp00 fD 119RD
SEASONAL HIGH WATER TABLE
40.26t
POND BOTTOM
34.50
TOP OF BERM
10 FT.
4-4.50
CONCRETE WEIR WIDTH
5' WIDE
42,00
WEIR NOTCH WIDTH
V WIDE
41.00
100-YR WATER SURFACE ELEVATION
42.51
WATER QUALITY ORIFICE
1.5" ORIFICE
OUTLET PIPE INVERT UP NORMAL POOL
33 LF 4' DIP
0 O.00R
40.00
OUTLET PIPE INVERT DOWN
00
E
EXISTING WOODS
STORMWATER WET POND - BMP 2 1%
1" = 20' SCAM I.-2.
0 0
n w
MIN. 5' WIDE BER
EL-40.5 w w
PERMANENT POOL ELEVATION: 40.00
-- --- WET POND 0:1
FOREBAY FOREBAY--------------------- ----- r----------
BERM DMTnu nc Dnun n nrwnnrr. :w RA __ 3:
ELEv:-35.50 - - TYPICAL PICAL CROSS SECTION B-B
STORMWATER WET POND - BMP 2
NTS
DIVERSION
DITCH
MATERIAL STORAGE
YARD
DIVERSION
DITCH
rKI
N
TOP OF DAM (10' MIN WIDTH)
EL- 44.50
10' WIDE VEGETATED SHELF TO
EXTEND TO A DEPTH OF 6' ABOVE
AND BELOW THE PPE
N CA,
'"OESSIL
S E A I
Deslls
WAR
Sale
AS SlCM
DWwa A,
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S.T. WOOTEN CORPORATION STORMWATER BMP DESIGN & DETAILS
BURTON INDUSTRIAL PARK CONCRETE PLANT
MCKSONVILLE ONSLOW COUNTY NORTH CAROUNA
- 1
WITHERS & RAVENEL
ENGINEERS 1 PLANNERS I SURVEYORS
115 Mod(enan Drive Cary, North Carolina 27511 tel: [phone] www.wlfthersmvenel.com License No. C-0832

Filter
s
Plan View
Cross -Section A -A
Stone should be placed over the channel tanks to keep water
from cutting around the dam.
ROCK CHECK DAM
FRONT VIEW
BURY FILTER FAERIC,
aDM M IMMH
Slat FFME POST
raom wsc
ar r sa Posy
liver
nwreE uolx
ur
w wm su
°NO�
Norm.
I. REMOVE SEDIMENT WHEN HALF OF
STONE OUTLET IS COVERED.
s Ran REFIC
Q01w
2. REPLACE STONE AS NEEDED
_ ,O4
TD ENSUE DEYMTONMG.
BUxY lViAe,1E aom fl]Elt •nUE 6 61PFEl1 a1a Or
r.ww, w llEnal
SECTION VIEW
STANDARD SILT FENCE OUTLET
4/8
NOTES:
1) TOTAL DRAINAGE AREA FLOWING TOCE MAr r< oc WAX r1
�ILTT FENCYES SHNOT OULD NOT CEED I ACRE
2) SBE
USED AT PIPE OUTLETS OR IN / y1 F1)I� Z
AREAS OF CONCENTRATED FLAW
(CREEKS. OTCH LINES, SWALES Flaw OF WaFR
3) SEDIMENT WHEN
SILT REACHES1 COLLECTED EIGHT OF FENCE Z t 1 I p01 £ \
TO INCREASE STORAGE CAPACITY AND
PROLONG THE LIFE OF THE SILT FENCE, T
IS GENERALLY ADVISABLE TO DIG A
SEDIMENT PT IN FRONT OF YOUR SILT
FDNCE WHENEVER POSSIBLE
12 GAUGE 4'Xd' OR YXI WELDED WIRE
HOOKED ONTO PREFORMED CHANNELS ON
METAL POSTS.
Uq/LLBgTR�•ANOLEr RESISTANT jRiLACK^� MIRIFl
ALENT
CENTERERICUL gJPS WIRE( T' 8A OF WIRE
MAX. SEDIMENT STORAGE LEVEL.. REMOVE
ASS DIREECCTEDD WHEN
BY CONSERVATION RATION INSPECTOR.
I
TRENCH, COVER W SOIL & TAMP BACKFILL
TRENCH.
--------
SHEET DRAINAGE (ONLY)
-_--- _ _- - - _
_ NATURAL GRADE
CARRY APPROX.12' OF FABRIC INTO
z
TRENCH
CARRY C OF WIRE INTO TRENCH.
METAL POSTS
e' O.C. MAX WITH STANDARD STRENGTH FBARIC
6' O.C_ MAX WITH EXTRA STRENGTH FABRIC
SILT FENCE FOR SMALL DRAINAGE AREA LESS THAN ONE ACRE
1. INSTALL TREE PROTECTION FENCING. TREE PROTECTION FENCING
MUST BE INSTALLED AND INSPECTED PRIOR TO ISSUANCE OF A LAND
DISTURBING PERMIT.
2. OBTAIN LAND DISTURBING PERMIT. CALL EROSION CONTROL
INSPECTOR ® [phone] PRIOR TO BEGINNING CONSTRUCTION.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCE PAD.
4. INSTALL TEMPORARY DIVERSIONS, SILT FENCING, SEDIMENT BASINS,
OR OTHER MEASURES AS SHOWN ON THE APPROVED PLAN. CLEAR
ONLY AS NECESSARY TO INSTALL MEASURES.
5. CALL FOR ON SITE INSPECTION BY CITY AND OBTAIN CERTIFICATE OF
COMPLIANCE
6. BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED.
ROUGH GRADE SITE.
7. INSTALL STORM SEWER AND PROTECT INLETS WITH ROCK PIPE INLET
PROTECTION, SILT FENCING, OR OTHER APPROVED MEASURES AS SHOWN
ON THE PLAN. BEGIN CONSTRUCTING ASPHALT PLANT AND OTHER
BUILDINGS.
8. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE WITH
APPROVED VEGETATION, PAVING, DITCH LININGS, ETC. CONVERT SKIMMER
BASINS TO PERMANENT STORMWATER WET PONDS.
9. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED
COMPLETELY, CALL FOR INSPECTION BY THE CITY.
10. IF SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS, SILT
FENCING, SEDIMENT BASINS, ETC., AND SEED OR PAVE ANY RESULTING
BARE AREAS. ALL REMAINING PERMANENT EROSION CONTROL DEVICES
(SUCH AS VELOCITY DISSIPATORS) SHOULD BE INSTALLED NOW.
11. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR FINAL SITE
INSPECTION BY THE STATE
12. OBTAIN A CERTIFICATE OF COMPLETION.
CONSTRUCTION SCHEDULE
Far Shoulders, Side Ditches, Slopes (Max 3:1):
Date Type Planting Rate
Aug 15 . Nov 1 Tall Fescue 300 Ibs/acre
Nov 1 . Mar 1 Tall Fescue & Abruzzi Rye 300 Ibs/ocre
Mar 1 . Apr 15 Tan Fe 300 Ibs/acre
Apr 15-.run 30 Hulled Common Bermuda gross 25 Ibs/acre
Jul 1- Aug 15 Tall Fescue AND Brown top Millet 125 Ibs/acre (Tall Fescue); 35
or Sorghum -Sudan Hybrids*" (Brown top Millet); 30 Ibs/acre
(Sorghum -Sudan Hybrids)
For Shoulders, Side Ditches, Slopes (3:1 to 2:1)
Mar 1 Jun 1 Service Lespedeza (scarified) and use fNB Ibs/acre (Sericeo Lespedezo);
following combinations:
Mar 1 . Apr 15 Add Tall Fescue 120 Ibs/acre
Mar 1 Jun 30 Or add Weepinc Love gross 10 Ibs/ocre
Mar 1 Jun 30 Or add Jolted Common Bermuda grass25 Ibs/acre
Jun 1 Sept 1 Tall Fescue AND Brown top Mullet 120 Ibs, acre (Tall Fescue); 35 It
or Sorghum -Sudan Hybrids*" (Brown top Mullet); 30 His/acre
Sept 1 Mar 1 Sericea Lespedezo (unhulled (Sorghum -Sudan Hybrids)
unscarified) AND Tall Fescue 70 Ibs/acre (Sericeo Lespedeza);
120 Ibs/acre (Tall Fescue)
Nov 1 _ Mar 1 AND Abruzzi Rye 25 Ibs/acre
as TEMPORARY: Reseed according to optimum season for desired permanent vegetation.
Do not allow temporary cover m grow over 12' in height before mowmg, otherwise fescue
may be shaded out.
SEEDING SCHEDULE
b, DIVERSIONS SHOULD DE LOCATED TO MINIMIZE DAMAGES BY
CONSTRUCTION OPERATIONS.
c, DIVERSIONS SHOULD BE SUDED AND MULCHED IF THEY ARE TO REMAIN
IN PLACED OVER 30 DAYS.
d, CHECK DEVICE AFTER EACH RAIN, BUT ONCE A WEEK REGARDLESS.
REPAIR AS NECESSARY.
12' MIN
SLOPE 2:1
MAX - -
NATURAL GROUND
OR FILL OR CUT
SLOPES COMPACTED FILL
BERM
187 MIN-�
DITCH
18• MIN
12' MMN-i '/ FLOW
BERM/OITCH
NOTES:
POSITIVE GRADE MUST BE PROVIDED TO ASSURE DRAINAGE IF SLOPE
AND MULCH DIVERSION. TRY NOT TO EXCEED 5%(HIGH VELOCITIES REL
D. A = 5 ACRES WITHOUT SUPPORTING CALLS DIVERSIONS AT THE
MUST EMPTY INTO AN APPROVED SLOPE DRAIN. BERM/DITCH IS MOSI
TEMPORARY DIVERSION ffit ITCH
oa4m
WM
sole
AS SHOWN
Dr+sA•t Br
Do
It"
VZ1113
dtildled 9y
Jab Nix
DW
212MID
NOTES:
STONEA. CLASS A • WITH GEOTEXTILE'••
TO BE 100'L• • AT A MINIMUM.
RADIUSB. TURNING • ACCOMMODATE
IS TO BE PROVIDED.
C. ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR MAXIMUM
UTILITY BY ALL CONSTRUCTION
• MUST BE MAINTAINED IN A CONDITION
TRACKING OR DIRECT FLOW OF MUD ONTO STREETS. PERIODIC
•• DRESSING WITH STONESOME
HANDY.
E. ANY MATERIAL WHICH STILL MAKES IT ONTO THE •••• MUST BE
CLEANED UP IMMEDIATELY.
160SURGE STON
,2t
6r MIN
ai .f W'i!q• V
APPLICABLE AT ALL
,•ie•
POINTSOF
STABILIZED. FREQUENT CHECKSOF THE DEVICE AND TIMELY
MAINTENANCE I Im
JEMPOWY COMUMN« MT.
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE INCHES DEEP OVER ADVERSE
SOIL CONDITIONS, IF AVAILABLE
2. RIP THE ENTIRE AREA TO SIX INCHES DEEP.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL UME, FERTILIZER AND SUPER PHOSPHATE UNIFORMLY AND MIX WITI
SOIL (SEE MIXTURE).
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM REASONABLY UNIFORM SEEDBED IS
PREPARED FOUR TO SIX INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING
EQUIPMENT OR CULTIPACK AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND LAKE NECESSARY REPAIRS OR RESEEDING WITHIN
THE PLANTING SEASON, IF POSSIBLE IF STAND SHOULD BE OVER 60% DAMAGED,
RE-ESTABUSH FOLLOWING THE ORIGINAL UME, FERTILIZER AND SELLING RATES.
MIXTURE
AGRICULTURAL UMESME:
FERTILIZER:
SUPER PHOSPHATE
MULCH
ANCHOR:
2 TONS/ACRE (3 TONS/ACRE IN CLAY SOILS)
1,000 LBS/ACRE - 1G-10-10
500 LBS/ACRE - 20% ANALYSIS
2 TONS/ACRE - SMALL GRAIN STRAW
ASPHALT EMULSION AT 303 GALS/ACRE
SEEDBED PREPARATION
S.T. WOOTEN CORPORATION
BURTON INDUSTRIAL PARK CONCRETE PLANT
JACKSONVILLE ONSLOW COUNTY NORTH CAROLINA
STEEL POST
EARTH BERM
EvO�
IN Z NE
BOTTOM ANCHORED
3 �OF SU AC
WITH STAPLES
FIRST C
25% OF SUR
AREA
5'
SECOND
25% OF SUR
AREA
15% OF
EA
SEDIMENT PIT
BIOD-MAT 70 COIR NETTING
OR EQUIVALENT (TYPICAL)
SKIMMER
COIR SUPPORTED WITH TOP
E BETWEEN STEEL POSTS
WIRE
(SEE L
S
BELNOT
1. DRIVE STEEL FENCE POST AT
PERSPECTIVE VIEW
LEAST 18• INTO SOLID GROUND.
2. WOOD POSTS ARE NOT ACCEPTABLE.
3. RIP RAP SHALL BE PLACED ON
TOP OF SPILLWAY.
STANDARD SKIMMER FILTER BASIN
PROTECT WEIR WfTH FILTER 5' RETRIEVAL SKIMMER DETAIL
FABRIC AND RIP -RAP W ROPE (SEE DETAIL BELOW)
S, EARTHEN BERM61 a
r w
PVC
FILTER FABRIC LENGTH
5'x3'x18•
I STONE APRON
NOTE, WEIR DETAIL
1. EARTH BERM SHALL BE STABILIZED w/SEEDING ACCORDING
TO COUNTY SPECIFICATIONS.
LINE WEIR WITH
RIP -RAP
FILTER FABRIC
MAINTENANCE
�EIR LENGTH
TOP OF DAM
DITCH AND BURY
FILTER FABRIC EDGE
(MIN. 12• OF FABRIC)
INSPECT TEMPORARY SEDIMENT BASINS AND EMPTY SKIMMER OF ALL DEBRIS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL REMO%E
SEDIMENT AND RESTORE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH
OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN A DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF
THE GRAVE FACING.
CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE T IS
A MINIMUM OF 1.5 FT BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO
SLIGHTLY ABOVE DESIGN GRADE. ANY RIP RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY.
STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP IMMEDIATELY
AFTER CONSTRUCTION WITH SEEDING.
STANDARD SKIMMER FILTER BASIN
FU
(Pi
OUTLET
CONNEI
OUTLET
FOR SKIMMER SIZING, SEE EROSION CONTROL PLAN
THROUGH DOOR
IAT
I BY USER.
SKIMMER IS TO BE A SURFACE DFWATERING DEVICE SUCH AS BMP
SKIMMER OR APPROVED DEVICE.
STANDARD TEMPORARY SKIMMER DETAIL
SEDIMENTATION & EROSION
CONTROL DETAILS
Step 1 Drive steel fence post at least 18' into solid ground. WOW POSTS ARE NOT
ACCEPTABLE I
�K
im 4'
hw
posts
VIEWS
LOOKING
DOWNHILL
CLASS I RIP RAP (SEE SECTION THRU BASIN BELOW)
` \\\ RIP RAP HEADWALL
/5 WASHED STONE 1'-0 THICK x 3'-R HIGH MINIMUM
I1111111IwCINE%W Nam:
NO SCALE 1• GRAVEL & RIP RAP FILTER BERM BASIN DETAIL
IS DESIGNED TO PROTECT EXISTING PIPE
INVERTS THAT DRAIN 10 ACRES OR LESS.
2. DIMENSIONS ARE MINIMUM ACCEPTABLE UNLESS
OTHERWISE NOTED.
AREAS TO BE DISTURBED SEDIMENT STORAGE
(CUT Fl \ FLOW STORAGE ZONE RIP RAP
HEADWALL
A).... 1' INVERT NATURAL GROUND
1.5 8
FLOW
1.5 -
CLASS 1 RIP -RAP
MAXIMUM SEDIMENT DEPTH (CLEAN OUT POINT) /5 WASHED STONE
POINT)
SICUMMWSAIKR ADCULVWM
NO SCALE
STONE RLTER INLET PR01ECnON �yg
TER OF
TO
;TREAM
IS ON SLOPE.
SILT
FENCE � I
TOPSOIL
,� STOCKPILES
ORIGINAL GROUND SURFACE
NOTES:
1. REFER TO THE SILT FENCE DETAIL FOR MATERIALS AND INSTALLATION
METHODS.
2. IF THE STOCKPILE IS TO REMAIN FOR MORE THAN 14 DAYS, IT SHALL BE
STABILIZED WITH STRAW BLANKET OR SEEDED TO MINIMIZE EROSION.
3. INSPECTION OF SILT FENCES SHALL BE AT LEAST ONCE PER WEEK
AND AFTER RAIN EVENTS IN EXCESS OF HALF INCH (1/2 ') PER DAY OR
EQUAL SNOW MELT. REPAIR OR REPLACEMENT OF SILT FENCE SHALL BE
MADE PROMPTLY AS NEEDED.
4. SEDIMENT TRAPPED BY THE SILT FENCES SHALL BE REMOVED AND PROPERLY
DISPOSED OF WHENEVER SEDIMENT ACCUMULATION DEPTH AT THE SILT FENCE
IS APPROXIMATELY EQUAL TO TWELVE (12) INCHES (ONE-HALF OF SILT
FENCE HEIGHT).
5. SILT FENCES SHALL BE MAINTAINED IN PLACE UNTIL TOPSOIL STOCKPILE
HAS BEEN ELIMINATED AND SHALL BE REMOVED ONLY WHEN DIRECTED
BY THE PERMITTING AGENCY.
TEMPORARY SfOCIM
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�♦OQ� CA,90,
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4/a 03
WITHERS & RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
115 MacKenan Drive Cary, North Carolina 27511 tel: [phone] www.withersmvenel.com License No. C-0832
Sheet NO
9 Oil

VICINITY MAP ,• _
SUMMARY INFORMATION
DEVELOPMENT NAME: BURTON INDUSTRIAL PARK
CONCRETE PLANT FOR
S.T. WOOTEN CORPORATION
LOCATION: BURTON PARK BOULEVARD
ACREAGE: 10.01 ACRES
PARCEL : 036248
EXISTING ZONING DISTRICT: IND—H
PROPOSED ZONING DISTRICT: SAME
DENUDED AREA: 8.50 ACRES
IMPERVIOUS SURFACE AREA: 5.23 ACRES
% OF IMPERVIOUS SURFACE: 52.25%
RIVER BASIN: NEW RIVER (C; NSW)
PERSON TO CONTACT REGARDING STAFF COMMENTS OR QUESTIONS:
RYAN FISHER, PE
WITHERS & RAVENEL
115 MacKENAN DRIVE, CARY, NORTH CAROLINA 27511
TELEPHONE: [phone] FAX: [phone]
rfisher®withersrovenel.com
PRELIMINARY SITE PLAN
BURTON INDUSTRIAL PARK
CONCRETE PLANT FOR
S.T. WOOTEN CORPORATION
J
JACKSONVILLE, NORTH CAROLINA
APRIL 2013
i
h
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J
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aawa3
INDEX OF SHEETS
SHT No. DRAWING DESCRIPTION
1
EXISTING CONDITIONS PLAN
2
SITE PLAN
3
UTILITY PLAN
4
GRADING, SEDIMENTATION AND
EROSION CONTROL PLAN
5
LANDSCAPE PLAN
6
STORMWATER MANAGEMENT PLAN
7
STORMWATER BMP DESIGN & DETAILS
8
BMP OUTLET DETAILS
9
SEDIMENTATION & EROSION
CONTROL DETAILS
10
SEDIMENTATION & EROSION
CONTROL DETAILS
11
SITE & UTILITY DETAILS
LEGEND
DESCRIPTION
EXISTING
PROPOSED
1' CONTOUR NTERVAL
----------------------------------
18-
5' VW OUR INTERNAL
------------ 20 ---------------------
20
PROPERTY LINE TRY SURVEY
PROPERTY LINE BY D®
EASEMENT LINE
TEMPORARY CONSTRUCTION
-------------
-' - .
EASEMENT
SANITARY SEWER
-----------
S 0 0
s
STORM DRAINAGE
WATERLINE
--------N--
W
FIRE HYDRANT ASSEMBLY
+--+
�--�
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BURTON INDUSTRIAL PARK CONCRETE PLANT
JACKSONVILLE ONSLOW COUNTY NORTH CAROLINA
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EXISTING CONDITIONS PLAN
DEED & PLAT REFERENCES:
* DB
136 PG 322
« DB
919 PG 251
* DB
957 PG 587
« DB
1248 PG 666
• DB
1365 PG 322
* DB
2898 PG 219
* BM
36 PG 152
+ BM
51 PG 127
« BM
53 PG 50
* BM
64 PG 76
■ BM
58 PG 117
REFERENCES:
* TOPOGRAPHIC INFORMATION FROM ONSLOW COUNTY GIS DATA
AND GPS SURVEY DATA BY S.T. WOOTEN CORPORATION.
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WITHERS & RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
115 MacKenan Drive Cary, North Carolina 27511 tel: 919-469—BQ www.withersrovenel.com License No, C-0832
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NCPIN: PIN: 42580332326398
PARCEL ID: 016757
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USE: PRECAST CONCRETE MANUF.
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WHITNEY, LIONEL
NCPIN: 435803425518
PARCEL ID: 003490
DB 1248 PG 666
BM 58 PG 117
ZONING: RURAL AGRICULTURAL
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/ NCPIN: 435803319414
PARCEL ID: 071976
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SITE DATA TABLE
OWNER ONSLOW COUNTY
4024 RICH
JACKSONVILLE,DNCHIGHWAY 28540
ADMIX ADDRESS: BURTON PARK BOULEVARD
CONTAINMENT �j ,' 0,1 JACKSONVILLE, NC
CURRENT USE: VACANT
,
SILOENT � PROPOSED USE: eCONCRETE PLANT
,
CURRENT ZONING: IND—H (HEAVY INDUSTRIAL)
SILO .—AUXILIARY ,' TOTAL SITE ACREAGE: 10.01 AC
' ACREAGE IN SETBACKS: 1.83 AC
PORTABLE / `�'' CONCRETE NET DEVELOPABLE ACREAGE: 8.18 AC
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' NCPIN: w435702697417
PARCEL NUMBER: 036248
/ DEED BOOK/PAGE: 1365/322
MAP BOOK/PAGE: 64/76
# OF EMPLOYEES: 8-10
S.T. WOOTEN CORPORATION
BURTON INDUSTRIAL PARK CONCRETE PLANT
JACKSONVILLE ONSLOW COUNTY NORTH CAROLINA
ONSLOW COUNTY
NCPIN: 435702697417
PARCEL ID: 036248
DB 1365 PG 322
BM 64 PG 76
BM 36 PG 152
ZONING: HEAVY INDUSTRIAL
USE: WOODED/VACANT
NEW ACREAGE: 533.60 AC
OLD ACREAGE: 543.61 AC
SITE PLAN
REQUIRED PARKING SPACES: 5
PROVIDED PARKING SPACES: 9 (1 H/C ACCESSIBLE)
GROSS FLOOR AREA: 784 SQ. FT.
EXISTING BUILDING LOT COVERAGE: -0 SQ. FT.
PROPOSED BUILDING LOT COVERAGE:-784 SQ. FT.
BUILDING HEIGHTS:
CONTROL ROOM: 15' TALL (1 STORY)
MAXIMUM PLANT HEIGHT: 30' TALL
GENERAL NOTES:
1. A DRIVEWAY PERMIT AND NECESSARY RIGHT—OF—WAY ENCROACHMENT AGREEMENTS WILL BE OBTAINED FROM NCDOT
PRIOR TO PLANT OPERATION.
2. CONTRACTOR MUST NOTIFY ONE —CALL CENTER, INC. (NC ONE —CALL) (1-800-632-4949) AT LEAST 48 HOURS
PRIOR TO THE START OF EXCAVATION OR TRENCHING TO HAVE ALL UNDERGROUND UTILITIES LOCATED.
3. ALL REQUIRED IMPROVEMENTS SHALL CONFORM TO ONSLOW COUNTY'S AND THE STATE'S STANDARDS.
4. THERE IS NO 100 YEAR FEMA FLOODPLAIN LOCATED ON THIS PROPERTY PER FIRM PANEL 3720435800J EFFECTIVE
DATE NOVEMBER 3, 2005.
5. NO JURISDICTIONAL WETLANDS EXIST ON PROPERTY PER SITE SURVEY BY HAL OWEN & ASSOCIATES, LICENSED
SOIL SCIENTIST.
6. BOUNDARY INFORMATION FROM RECORDED PLATS AND DEEDS.
• DB
136 PG 322
• DB
919 PG 251
• DB
957 PG 587
• DB
1248 PG 666
• DB
1365 PG 322
• DB
2898 PG 219
• BM
36 PG 152
• BM
51 PG 127
• BM
53 PG 50
• BM
64 PG 76
• BM
58 PG 117
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WITHERS & RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
115 MocKenon Drive Cary, North Carolina 27511 tel: [phone] www.withersravenel.com License No. C-0832
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