SW7060406_APPROVED PLANS_20060712

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 7GYo/>�O�o
DOC TYPE
❑CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD

fy9pi
0
I
VICINrrY MAP: N.T.S.
Mop Reference:
Lots 10 & 11, Final Plan of Havelock Industrial Park.
Plot Cabinet F, Slides 117-B & 117-C.
Craven County Register of Deeds.
Lot 10 - Havelock Regional Development Corp.
Deed Book 1407, Page 422
Craven County Register of Deeds,
Tax Parcel Number (6-222-063)
Address; 115 Shockleford Court
Lot 11 - William J. & Robin Taylor
Dead Book 1998, Page 929.
Craven County Register of Deeds.
lax Parcel Number (6-222-064)
Address,. 103 Outer Banks Drive
Restrictive and Protective Covenants
Deed Book 1271, Page 1069.
Craven County Register of Deeds,
Property Zoned L-I (Light Industrial),
Boundary Survey Classification
Urban Land Survey (Class A)
Area by coordinate computations.
Flood Report
This property scaled in Zone X per Flood Insurance
Rate Map, No. 3720642000, Community No. 370265,
Panel No. 6420, Suffix J. Effective Date: July 2, 2004.
Water and Sewer Services by The City of Havelock.
Minimum Building Setback Lines, Per Plot Cabinet F.
Slides 117 B&C.
60' Front
50' Rear
50' Side
LEQEND.,
R/W = RIGHT OF WAY
rL = CENTER LINE
C! = CURVE NUMBER
M9L MINIMUM BUILDING LINE
D&UE = DRAINAGE & UTILITY EASEMENT
DE = DRAINAGE EASEMENT
EPK EXISTING PARKER KALON NAIL
SQ.FT. = SQUARE FEET
EOP = EDGE OF PAVEMENT
CMP = CORRUGATED METAL PIPE
RCP = REINFORCED CONCRETE PIPE
El = ELECTRIC TRANSFORMER
M = TELEPHONE PEDESTAL
= WATER METER
= FIRE HYDRANT
• = EXISTING IRON PIPE
0 = SET IRON PIPE
0 - EXISTING PARKER KALON NAIL
0 = AERIAL LIGHT
4 = FLOOD LIGHT
... - CONTOUR LINE
CURVE TABLE
CURVE
RADIUS
I LENGTH
BEARING
CHORD
DELTA
C1
1462,30
398.10'
N08-33'55"E
396.87'
15'35'50"
C2
25. 00'
36.96'
S25'59'27"E
33,69'
84-42'33"
C3
25, 00'
18.69'
S89'45'43"E
18.26'
42'50 00
C4
50.00'
26,46'
S83*58 ` 57"WI
26.15'
30*19'20"
C5
50.00'
75,86' 1
N.36 -48'59 " 0
69.52'
88-04'49"
*NOTE.
TOP EDGE OF VEG, SHELF TO BE AT
PERM POOL ELEVATION. SLOPE SHELF
ONE FOOT OVER SIX FEET SO THAT
SHELF WILL BE SUBMERGED UNDER POOL
TO PROMOTE GROWTH OF MARSH PLANTS.
�l
EPK AT THE INTERSECTION
OF NC HIGHWAY / 101 WITH
OUTER BANKS DRIVE
I.
CLEARING LIMITS
IN 12.4'
OIE- 10, 4
NB914"00"Al 325,00'
14 $89!14 OVE 262.82,v.
WIN
32Q SMOOTH, WALQ 0 0. 5X
---------- -
91
k
D
Ru,- ARO OV
0 - I I " I . " ; " I '. I \.I- I NI'.
Ile- I R -o-i Woodllne�
'V
N
f Wetland14-
soft -..,j
Pli t
?.P
2 tyP. -
EJ ID
0 11 70 NL
V
0
Z LL.
LLJ CLEARING LIMITS
FT
lzz�
U_ Z
U-1 CD
Q W %
-P li
F-
>
0
Z a-
- - - - - - . . . . . . . .
F
woollin i 0
oi
t/A
CN
I
4.
(,o FOND
con,
IL
• i Wetland
Neuse Riparian Buffer Zones
lone 2:
20'
Zone 1; 30'
rnonaged
a rbed
41 forest
V41getation,
vegetationo, Note: W 1, stream
50' Neues Riparian Buffer Zones are
measured from top of bank of ditch or creek.,
No octmty to permitted In Zone I (first 30).
-4
V
Limited actMty Is allowed In Zone 2 (20).
Owner/Deveioper to consult G. S. I
W*
213-0259 before any disturbance within buffer
zone.
Table 2 TN &�,,,port Calc ulation
TN export
coeff.
TN export
from use
Type of Land Cover
Area (acres)
(lbs/cclyr)
(Ibslyr)
Permanently protected undisturbed
1.02
0.6
.61
open space.
Permanently protected managed
open space.
4,17
1.2
5.0
Impervious surfaces
3.28
21.2
69.54
Total
8.47
75.15
U) I I I , p- I I I I I
DOC,I tot Top- 19
it Export ov o BMP S 75.1518,47= 8.87 lbs oclyr (3.6 max,)
Q/F- 4- Total
3 Reduction Required= 8.87-3.6= 5.27 lbslacl
10 yr
EOP 5.27 lbslacly$1y$,92
Method 2 (Offset Payment) r x JJ011b1ocr= 17J9.
CL
fjt "905,280 Sq. Ft.
i
3:
30 d j
ca X (b
. 15 71W_
5
,
ll►
INV. 18.8 a6 J L;nCho4, "
WoodHne try 1!6' Chain Link Fence (b
Fence
with J strand Barb
Co (Typical)
BUILDING I wire [b
Oadin CO 13
9� Ra
rn I - STORY BRICK &
1 I f, 1 I ConCreje VV! t //Vt
METAL BUILDING
Cc 'C Conc. LQ
FINISH FLOOR
INV. 18.8- 163,960 SO-Ft.7.FePhone " ELEVATION 2 30 370 EOF Wetion
A 3.76- Acfti
1.67
met
I s , . I Lost 'Qr'qndh'
wv, Q in Swamp Paved Parking Lot -10
Illy
Water EDPS 'J-"
Meter
-j
It
Carteret _C
Paved Parking Lot
161, elect,-
EOP Deed r9rounor /C FOCR
e,
800*
01
'� 0 ' ACC CeSS 0 Wioodina
128.5, aseMO17t 37. 22.
M I I d i t 1 Co„
l'age 12-T.
WOW
23
8 0.
Underground
12,o
12" Concrete
L 'rr -­�7rete War k
Culvert
EOP9 0 4r,
Hydrant
ll
INV.
Metal Sign X
T 7MG
20.2' INV. 18.7' 2
c 1�
EOP r
sth
OfisB
EPK
GLLr
SrORY k A
TYPE 111B Co :"TEEL BLDO
C� plont, rrr- NSTRUI-.r
er ILJN �,, " I - %. . I
RCP .5 4,
f7o
Flog pole 22
21
Light End
(Ti
-Drainage
Dri Swale EXTEND FENCE TO BLDG
PO Electric EOP CD 0
6 r3 <1
Transformer
It
65, each Mark .-P
Too off' Bank
III 20.3 Nail se at 25. 00,
�
NAVD 88
41
Aerial Light
7)
e17
*6:1 VEGETATED SHELF C4
SURROUNDING POND
SEE PLAN (10MIN.)
N \V/.. 20. 1' 001
PERM. POOL
15" RCP Li
0
POND QQ .60
1A INV. 19.5'L !p.' III;Ij
Top of Bank
CL
N
77Z
Centerline of Ditch
A
*6:1 VEGETATED SHELF
SURROUNDING POND r 4
SEE PLAN (10' MIN.) Z r
V
0MPO9L _ IrATop of Bonk
-ILI I 2.
POND
R IW 7,
STEEL TRASH RACK
J16' Rd, SPACE SUCH rHAT AN
B B OL TOD Of Berm Elevation
r Freeboard MECr 3* IN DA. CAN NOT PASS
I-P RISER SCHEDULE
WET DETENTION POND DETAIL
N.T.S.
IOQyr -P_Qgt Eleva Uin V_ T
'd-N 10yr Pool Devotion
I-F I
lyr Pool Elevation
Temp,_Poor Devotion y
Riser #1
Riser #1
Riser #1
Riser #2
Riser #2
Riser #2
1 Draw Down
Draw Down
Barrel
Outlet Dia.
Outlet
Crest
Outlet Dia,
Inlet
Crest
Orifice
Orifice
Diameter
STRUCTURE
in
Elevation
Elevation
in
Elevation
Elevation
in
Devotion
in
POND #1
10
12.0
16.1
18
11.82
17.0
1,5
15.0
18
,it-, Draw Down Orifice Devotion I
9 -RISER Aft I I ;P1c-,r,0 19.2 ANTI -SEEP COLLAR
(Permonent Pool) PVC NIPPLE AND ELBOW
Cleanout Stoke
OIL Basin Invert
4" DRAIN VALVE L_�_ _j
PREr,4ST CONC. RISER (TYR)
6' wall thickness _•�
clear
�-6" wall thickness
clear
PVC CONNECTING PIPE
18" MIN. PROTECTION
ICMP OUTLET PIPE
BASIN SCHEDULE
Basin
Temporary
lyr
I Oyr
1 00yr
Top of
Storage
01
Q10
Q100
Cleanout
Invert
Pool
Pool
Pool
Pool
Berm
Freeboard
Volume
outflow
outflow
outflow
Stake
STRUCTURE
Elevation
Elevation
Elevation
Elevation
Elevation
Elevation
(ft)
(cu ft)
_ (CFS)
(CFS
CFS)
Elevation
POND #1
10.5
15.85
16.39
17.22
17.57
18,83
1.0
.33,237
5.16
5.5
15.52
14,D
ALL)
DOWN SPOUT CONNECTION DETAIL
N.T.S.
�s = DOWN SPOUT (TYP.)
APPROVE©
NORM CARIC­­ MENTAL
IMANAC­
I
JTY
7 1/ oLL
'C' pe--,
40 0 20 40 80 160
I INCH = 40 FT ( IN FEET
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Prof nUMber L365
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Job fie nber
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HIGHWAY 101
map Z
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IN)
SITE
VICINITY MAP: N.T.S.
,-PK Ar THE INTERsEcrtqN
OF NC HIGHWAY 1101 WITH
OUTER BANKS DRIVE
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15" RCP
INV. 19.5'
N,
R/w
DRAINAGE AREA #2 — 4.06 ACRES
(AREA DRAINING TO POND If 1)
TC - 5 MIN
SCS SOIL TYPE - Ly, Ra, To
HYDROLOGIC SOIL GROUP - C
DEVELOPED) - 6 MIN
DRAINAGE AREA #1 — 4.41 ACRES
(REMAINING AREA NOT BING RETAINED)
Tc - 6 MIN
40 0 20 40 so ISO
I INCH = 40 FT IN FEET
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Drawn by. DWP
Prol. rartler L366
seek- IN a 4&
Job number
1 06-919
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