SW8030704_APPROVED PLANS_20080619

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
DOC TYPE
❑ CURRENT PERMIT
U APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
y
DOC DATE
Zoo S 0l9 1 c�
YYYYMMDD

EXISTING DITCH
30.00
ADD SECOND COARSE OF BRICK
SLOP
35.09 1/4' PER
EXISTING A5PHAL
34.46
FOOT 33.59 33.59
G
m 33.19
5
' BACK FILL, REDRESS AND
STABILIZE EXISTING DITCH 32.79
TO TOP OF SECOND
COARSE OF BRICK NOTE:
A----......--- ....--
D
SECTION "B" -"B" `
DITCH & WALL PROFILE
EXISTING POND
SIR
J
V
Q
Z
Q
r'NOO K
J
EXISTING
SPILLWAY
(SEE DETAIL)
TOP OF SPILLWAY (5' WIDE)
ELEV. - 31.7'
WETLANDS
NOT TO SCALE
q
SECTION "A" -"A"
PARABOLIC CROWN
SCALE 1" = 2'
6" WIDE LINE
BACK FILL, REDRESS & STABILIZE DITCH BANK
ADD SECOND COURSE OF BRICK EXISTING DIRT BANK
0.4'I
0. 6'
STANDARD SOLID BRICK
NOT TO SCALE
EXISTING
RIPRAP POND INLET
(SEE DETAIL)
EL. = 30.54'
\EIR
EL. 32.5'
108.0' -
BOTTOM EL. 25.5'
PIPE INV. EL. 30.4' d' ye'
4'x4' OUTLET STRUCTURE
EXISTING (SEE DETAIL)
TOP OF BERM EL. = 32.5
EXISTING ASPHALT SWALE
EXISTING SOLID BRICK WALL
NOT TO SCALE
l'l'Ul'1�./11 F
0 /t 1 / 1Ad'_ 1 (1 l',EXISTING TREE LINE
/>'(%t `�'01
14'
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
OWNERS
ALLIANCE U.S. PROPERTIES LLC
c/o RICK BUMGARDNER
P.O. BOX 1210
SNEADS FERRY, NORTH CAROLINA 28460
[phone]
STORM WATER PLAN ABBREVIATIONS TITLE SOURCE
EL. ELEVATION D.B. 1951, P. 371
FES FLARED END SECTION
INV. INVERT TAX PARCEL I.D.
, RCP REINFORCED CONCRETE PIPE 767-9 8
STORM WATER LEGEND REFERENCE
EXISTING PROPOSED D.B. 1818. P. 42
D.B. 1818, P. 430
- -7- - -7- CONTOUR INTERVAL D.B. 1836. P. 273
PLAN VIEW
NON -GROOVED SPEED HUMP
SCALE 1" = 5'
NOW OR FORMERLY
SUN SPOT REALTY
D.B. 1818, P. 430
EXISTING
EXISTING GREASE
EXISTING METAL PIT
32.6 CLEARING LIMITS PROPANE TANK SHED S 7910'24"
72.00' 64.00' EXISTING
DUMPSTER
/ \
33.g V
I�
o (TYP.)
\---
'-\
33.7
1)1 S.0
\
18.0'
3.4.0
m o (TYP.)
Xo
b (TYP.)
o
w/�
Z�J
UI 6
f
O I
�
ZOl
Ly
z
22.00'
I
22.00' 20.00'
_x
18.0 O 18.0 SPOT ELEVATION
RIPRAP
11. DRAINAGE ARROW
24"
FLARED END SECTION
-�� SILT FENCE
i" WIDE LINE
THIS IS TO CERTIFY THAT THE SUBJECT PROPERTY
IS LOCATED IN FLOOD ZONE "C" WHICH
IS NOT A SPECIAL FLOOD HAZARD AREA AS
DETERMINED BY THE DEPARTMENT OF HOUSING AND
URBAN DEVELOPMENT. COMMUNITY PANEL NUMBER
370340 0468 D NOVEMBER 4. 1992
NOTE:
ALL POINTS SHOWN ARE SET IRON RODS (SIR)
UNLESS
NOTED OTHERWISE.
LEGEND
SCM =
SET CONCRETE MONUMENT
(CONTROL CORNER)
SCM =
SET CONCRETE MONUMENT
(CONTROL CORNER)
SIR =
SET IRON ROD
SIP =
SET IRON PIPE
SMN =
SET MAGNETIC NAIL (CONTROL CORNER)
EIR =
EXISTING IRON ROD (FOUND)
ECM =
EXISTING CONCRETE MONUMENT (FOUND)
EPK =
PARKER-KALON NAIL (FOUND)
EIP =
EXISTING IRON PIPE (FOUND)
EMN =
EXISTING MAGNETIC NAIL (FOUND)
RrW =
RIGHT-OF-WAY
e =
CENTERLINE
MBL =
MINIMUM BUILDING LINE
N/F =
NOW OR FORMERLY
D.& U.E. =
DRAINAGE & UTILITY EASEMENT
7'/:fir(,' /
/#lC
11, 10,
PROPOSED LANDSCAPE AREA
500.00' PROPOSED
LANDSCAPE
AREA
CLEARING LIMITS
148.00'
2' SERItE WATER
a a
o
yti
1h
EXISTIN7 4" BRICK WALL
'�
49.7'
g,p•
1yy
?I . y,
wpEXISTING
6.00
o AC UNITS
�'
�y
/
15.0'
34.4w
•
/
U
I
v
a
(TYP.)
r10 33.9 33.6
z
_ •
w
b
C
-
I
a
EXISTING
Lj
"
(TYP-)
11.s'
0 3600 Sq.Ft, 6
8
EXISTIN(
ASPHALT
;/ yti' I r) 33.9 7 In EATERY Y 34.5
'v N oo i- r� pj IQ33.9
32.3 -32- - - - -NA -o a
�- - - -32- - - - -' IZ EXISTING EXISTING & 0•
32.0 J * I 33.7 ASPHALT FINISHED FLOOR z (TvP.> 33.6
3 _ + 1 + 2s.1s' Moro^c ELEVATION = 37.88 _
�( O Z I 18.0 pAR/ryN OCE a I 0 18.0'
h EXISTING w (TYP.) o c
- N h ¢ y\yti� m ASPHALT � W l Z e w.
- Z Z bN -0 I nBn i.^•r <N 18.0,
0 n 18.0' 18.0'
GRASS AREA �' Nq (TYP.) ra o' TYP.) 33.8 � 0.0 �tr °W (TYP.) b 34.0
N z I o
3 .6 a l O I (TYP.) a o� 34.5
p • a 40.2' 8.0' _
w ry0A y v y I 5 ¢A I EX TING 4A C NC? WALK - ev
32.8 32.9 32.8
EXISTING ti`OASPHALT SWALE vti" ti hvp"/ o / N
_ ho pp y yryXISTING ASPHALTS A A°
-yN N yv yv yti^ EXISTING
EN OF PIPE r _INV. 30.1' _ _ - - - - y- WALL o _ �N EXISTING A e" e`'
W%FES `---------- _-ELEC.- -------- - - -3 -yy_ o SPHALT v SWAL v
3 , • Box 77�00_ -64�0' - - -32 - _ - - 72.00T Jai _ _ yy, 54.00' _ EXISTING 72 WOOD BULKHEAD
SIR -- --SIR7 ­7 r,--�i- `�XI.SIL-D(T N�10'24" N--500.00_- - --_ - y� y=,�.�0"
------ ------ ,,_�ItJV 29
-- -
CLEARING LIMITS LEARING LIMITS -
- -CLEARING LIMITS
END OF - - - - - - - - - - - - -- - _=_ - - - - /-
DITCH EXISTING 60' WIDE ACCESS EASEMENT /;,: ,, ,(;/ ,,,, , B _ - - 33- _ 9
(UNDEVELOPED)
EXISTING DITCH BACKFILL, REDRESS - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _
& STABILIZE EXISTING 4-12" BRICK
EXISTING DITCH Ul'' (u "l I'1 ('"l IIInI, h WALL (,'
(SEE DETAIL) WALL TO BE
!(;' l i'(,'i i'I rlI /' l'rl,ll' 1 MODIFIED TO A
NOTE: 9 BRICK WALL l)/,'(1 , 41)n
THE EXISTING ASPHALT DRIVE, AS SHOWN, WILL BE BY ADDING A I 't l,"' l 1'L /I'I/'/1, 1/'
THE SOLE ACCESS TO N.C. HIGHWAY 210 FOR THIS TRACT SECOND COURSE OF BRICK PROPOSED 14'X,
BACK FILL, REDRESS & STABILIZE NOW OR FORMERLY SPEED HUMP
EXISTING DITCH TO TOP OF SECOND JENKINS (SEE DETAIL)
COU.FSE W/ POSITIVE FLOW D.B. 1396, P. 42
TO THE NORTH GRAPHIC SCALE
STORMWATER AND SEDIMENTATION & EROSION CONTROL (SEE DETAIL) 20 0 10 20 40 80
MANAGEMENT PLAN BY:
( IN FEET )
1 inch = 20 ft.
STORMWATER MODIFICATION
FOR
ALLIANCE CONSTRUCTION CORPORATION OF N.C.
1.377 ACRE TRACT
a6``p0� STUMP SOUND TOWNSHIP, ONSLOW COUNTY, NORTH CAROLINA
5 �7l 06 N.C. HIGHWAY 210
0
1 O
LIFT #
STATION LS
N
TOTAL AREA = 59,982 Sq.Ft./1.377 ACRES
TOTAL DISTURBED AREA = 73,548 Sq.Ft./1.688 ACRES
C/L INTERSECTION OF
.C.S.R. 1518-OLD FOLKSTONE ROAD I EMN
& N.C. HIGHWAY 210
O
n
n;
1
I
3349
ROAD BORING I
TAPPING/
SMNCONTROL SLEEVE
GV CORNER
4, "I I b l I (IBM) SMN
A � 28 I ELEV.= 33.75'
p
J
lam)
�
Q
13
J
V
I
.9
IQ
33.2
a
26.26'
o
a
W
O
INN
O
300
N
e.o'oo
3
�Iz
Q 33.2
(TYP.) X Q
Ih
N m 3
f0
X
O�
I�
°y
o� m
p�p
"C
�I
m
°
�I
`�
II
I
Do
N
I
N
>
Z
Z
N
20.0' X (_0 I
w
33.2
(TYP.) m W
w
WD
II'
1yorpa
v C
"i
N
I
3
PROPOSED
''
��
z
SPEED HUMP
POWER
° POLE
30'. R.
I
w
LN . 29_2'
/
SMN
o XISTING `
__
CONT
2a.o
1
BRICK x
\
WALL I
Q
1
CORN
I
W 33.1 N
4
I `�h I l o
EXISTING \A PHALT # I I x p
N
h Z
_- ISTING .yN V I I z O
4" BRICK _yam `1 oy I I 0
WALL
�33.3IIm
CLEARING LIMITS \ I I 30' R.
Elf
tInPROVED
NORTH CAROLINA ENVIRONMENTAL
M1'"['^;.?:[.;",5":7 COMMISSION
V:V;S ON OF FIAT ER QUALITY
Da:e 6 - M - Za&l
5:.;mi.awr PN ermit a L
4 4V3V
RO
E
E
33.86
rR
DATE: SEPTEMBER 29, 2003
DRAWN BY: EPV I7 J IJEG�I.
DESIGNED BY: KE11N p, 6U A
REVISIONS:
SPEED
HUMP/MOD. WALL 05/20/08
FIELD BOOK: IND. , PAGE: 12
REVISIONS:
FIELD
VERIFICATION 04/10/08
CHECKED BY:
REVISIONS:
REAR
PARKING 06/28/04
COMPUTER: CDRW\WS3\PROJ
REVISIONS:
SW NOTES/DETAILS 11/10/03
CORRECTIONS TO
COMMENTS: 12/08/03
PROJECT NUMBER: 02-09-21

F
(
L
(
r
C
6" CAP V
1" DRILLE
ORCED PLASTIC
12" APART
1ANHOLE
D PSI
u ovo-ona� vi rvii lwiw
NCDOT #57 STONE
OUTLET MANHOLE DETAIL
NOT TO SCALE
1/2"0 HOT DIPPED
GALV. STEEL ROD
i7
2
(TYPICAL 2)
1/4 1/4
BENT 4 OR
BENT PL 4 3"x3"x1/4"
(TYP. ALL SIDES
OF MANHOLE)
4 2"x2"xi/4"
FRAME
4"0/2"0 STUD
ANCHOR (3 EA. WALL)
1/4" CLR
EA SIDE
8" WALL
4"x4" MAXIMUM HOT DIPPED NOTE
GALV. WIRE CLOTH 120 0 ALL METAL COMPONENTS OF RIM
ANGLE &TRASH SCREEN SHALL
BE HOT DIPPED GALV. STEEL
DETAI
'j NOT TO SCALE
1� 3"x3"x1/4"
(TYP. ALL SIDES
OF MANHOLE)
4 2"x2"x1
FRAME
BENT L`
BENT PL
1/2" HOT DIPPED
f�l
GALV. STEEL ROD
i�
(TYPICAL 2)
NOTE
ALL METAL COMPONENTS OF RIM
ANGLE & TRASH SCREEN SHALL
BE HOT DIPPED GALV. STEEL
TRASH SCREEN - PLAN VIEW
NOT TO SCALE
CHARLES F. RIGGS & ASSOCIATES, INC.
LAND SURVEYING - CONVENTIONAL & GLOBAL POSITIONING SYSTEMS,
LAND PLANNING & COMPUTER MAPPING
202 WARLICK STREET
P.O. BOX 1570
3 JACKSONVILLE, N.C. 28541-1570
TELEPHONE: [phone]
> FACSIMILE:[phone]
E-MAIL: riggsland©bizec.rr.com
4"x4" MAXIMUM HOT DIPPED
GILV. WIRE CLOTH 120 0
IITi .1A�1:73i�5�/_\���L\DIRil�9
4'x4' OUTLET STRUCTURE
-
HEIGHT OF SPILLWAY
(SEE DETAIL) 3.6'
- r> 23 i 1
STORMWATER AND SEDIMENTATION & EROSION CONTROL
MANAGEMENT PLAN BY:
KEITH P. BULLA, P.E.
P.E. 10724
3202 BINFORD COURT
WILMINGTON, N.C. 28405
TELEPHONE: [phone]
FACSIMILE: [phone]
PERMANENT POOL ELEVATION = 30.5'
BOTTOM POOL ELEVATION = 25.5'
TEMPORARY POOL ELEVATION = 31.7'
C�
2: 1
OPEN CHANNEL TO STRUCTURE
SEE POND PLAN
PLANT SHELF WITH
TYPHA spp. (CAT TAILS)
PLANTING TO BE IN ACCORDANCE
WITH NCDENR DWQ STORMWATER BEST
MANAGEMENT PRACTICES MANUAL
(LATEST EDITION)
7'
TOP OF FOREBAY WALL = 29.5'
25.5' ELEV, 0 FOREBAY
TOP OF BANK ELEVATION
2.4'
8' 8 8' 6' 3.6'
3'•��-f1 I
PERMANENT POOL
� LDETAIL)
25.5'
O 0
o i4 0 a k2:
STRUCTURE
M} n z
w BOTTOM ELEV. =25.5'
3:1 3:1
a� w 2.4 3.6' 6' 8' 25.5'
W a-
V
o
10 PERMANE
ri ri
TEMPORARY POOL LIM
2:1
8'
POOL
POOL
1
2•,1
III1 i�-III- PLANT SHELF WITH
TYPHA spp. (CAT TAILS)
PLANTING TO BE IN ACCORDANCE
WITH NCDENR DWQ STORMWATER BEST
MANAGEMENT PRACTICES MANUAL (LATEST EDITION)
_ FOREBAY
SEPARATION
TOP ELEV. = 29.5'
BOTTOM
2:1 ELEV. 2:1 6:1 3:1 3:1
=25.5'
8' 8' 6' 3.6' 2.4
4'
5' I FOREBAY = 26'
PERM. POOL = 96' '
TEMPORARY POOL LIMIT = 103.2'
TOTAL = 108'
POND PLAN
NOT TO SCALE
6' TOP OF
BERM
CLASS A RIP RAP EL. 32.5'
STONE EXTENDED 5'
BASE OF PLANTING
29.0' SHELF ELEV. 29.5'
EXPANSION
JOINT
t> INV. �FLOW 30.0'
aO 4 $ > r( 29.0 SPREAOER 32.0 32.5
f2 30.5.
29.0
1 6 \\
NOTE
1. CONCRETE THICKNESS 4" TOP OF
2. REINFORCING 4"x4" WWF BERM
3. CONCRETE 3000 PSI ® 28 DAYS EL. 32.5'
5'
PLAN -POND INLET
NOT TO SCALE
STORMWATER AND
SEDIM'E_NTATION & EROSION CONTROL PLAN
FOR
EDGE OF
PARKING
W
ALLIANCE CONSTRUCTION CORPORATION OF N.C.
1.377 ACRE TRACT
STUMP SOUND TOWNSHIP, ONSLOW COUNTY, NORTH CAROLINA
N.C. HIGHWAY 210
TABLE OF POND ELEVATIONS & DIMENSIONS
BELOW PERMANENT POOL
LOCATION
ELEVATION (Ft)
LENGTH (Ft)
WIDTH (Ft)
AREA (Ft2)
FOREBAY
25.5
4
4
16
BOTTOM
FOREBAY AT
29,5
20
20
400
BASE OF SHELF
POND AT
25.5
43
4
172
BOTTOM
POND AT
29.5
59
20
1180
BASE OF SHELF
RECEIv Ad
VE
JAN 3 0 2004
DWQ
PROd
SWALE WITH RIPRAP DETAIL
NOT TO SCALE
.5PILLWAY DETAIL
NOT TO SCALE
ado
OUTLET PROTECTIO
SWALE DETAIL
NOT TO SCALE
La 12'
SECTION A -A
NOT TO SCALE
WELL-DEFINED CHANNEL
NOTES:
1. La IS THE LENGTH OF THE RIPRAP 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 RIPRAP AND SOIL FOUNDATION.
Oi. v +Awj >'5. W=Do+La
{ f:
Id
"
Tfi 4F
,,^' 4 REVISIONS: SW NOTES/DETAILS 11/10/03
FINAL DRAINING - NOT RELEASED FOR CONSTRUCTION DATE: SEPTEMBER 29, 2003
Ir/ � DRAWN BY: E17WAkV J. k1f6E.
DESIGNED BY: KEITH P.13UI A
FIELD BOOK: IND. PAGE: 12
CHECKED BY:
COMPUTER: CDRW\WS3\PROJ
PROJECT NUMBER: 02-09-21
SIIEET 3 OF 4

NOSE;- BURLAP SHALL
NOT BE USED.
F
c
L
2' MINIMUM
(
t
i
WOODEN POST.
WELDED WIRE MESH
FILTER FABRIC -
COMPACTED SOIL —
EROSION & SILTATION
CONTROL FABRIC
SOPS _.
1 4" u _
SECTION VIEW
MINIMUM 2" x 2" x 48"
WOODEN POSTS OR OTHER
APPROVED MATERIAL
WELDED WIRE MESH
' Ir/ —WIRE 6" BELOW GROUND
C�Z•1!17S•71t�11•>�3�711!
6" WIRE 24" MIN,
BELOW I EXTRA DEPTH REQUIRED
GRND. I FOR NON —STABLE SOILS
SEDIMENT FENCE DETAIL
NOT TO SCALE
12 GAUGE 4'X4. OR 2'X4' WELDED WARE HOOKED ONTO
PREFORMED CHANNELS ON METAL POSTS, OR FASTENED
TO CEDAR OR WOOD POSTS WITH NO. B STAPLES.
M?t4M $ �
•
.� /
nD
0
� /
/
/
/
i
/
/�ii�-
•�
/ / •
MAXIMUM SEDWENT STORAGE LEVEL REMOVE
/ •
SEDIMENT WHEN
ASDRCTW BYCONRLEVEL VAnON
iG j''
.
INSPECTOR.
/
/
/ •
------- ULTRAVIOLET RESISTANT (BLACK) MIRIn
FABRIC OR EQUIVALENT SECURED TD WIRE
WITH METAL CUPS OR WIRE AT B' OFF
/
CENTER.
1.)n�11I13p �mnl��uiu��II11��qininI1
( IIRIIaSINENI111 111H1$11 ', NTHI-- • J. ', - -]
I111 N�II MINI III I 'MMMII .mill� Itl� I
_ TRENCH.
METAL, CEDAR OR eX4' TREATED WOOD POSTS AT iW
OFF CENTER MAXIMUM- CEDAR AND WOOD POSTS SHOULD
BE 3' DEEP MINIMUM.
SEDIMENT FENCE DETAIL
NOT TO SCALE
)EN HOSE
IRE
ZS
TREES UNDER 6'
PREPARE WATERING
DEPRESSON INSIDE
EXCAVATED AREA.
PLAN71NO SOIL MIXTURE
NOT TO SCALE
STAKE
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
TREES OVER 6'
9"min
FILTER
FABRIC
A
SECTION A —A
•► 1 2ael■ 2ra 6:,
EXISTING ROAD
CONSTRUCTION
ENTRANCE
PROFILE
NATURAL GROUND AT BANK.
1.5'
MIN
20' RAD.
TYP.
50' MIN.
LENGTH
12' MIN.
(SEE NOV
PLAN VIEW
Construction Specifications
1. Stone size — Use MSHA size No. 2 (2-1/2' to 1") or AASHTO
designation M43, size No. 2 ( 2-1/2' to 1-1/2'). Use
crushed stone.
2. Length — As effective, but not less than 50 feet.
3. Thickness — Not less than six (6) inches.
4. Width — Not less than full width of all points of
ingress or egress. Minimum of 12'.
5. Washing — When necessary, wheels shall be cleaned to
remove sediment prior to entrance onto public right—of—
way. When washing Is required, it shall ba done an an
area stabilized with crushed stone which drains Into an
approved sediment trap or sediment basin. All sediment
shall be prevented from entering any storm drain, ditch,
or watercourse through use of sandbags, gravel, boards
or other approved methods.
6. Maintenance — The entrance shall be maintained in a
condition which will prevent tracking or flowing of
sediment onto public rights —of —way. This may require
periodic top dressing with additional stone as conditions
demand and repair and/or cleanout of any measures used to
trap sediment. All sediment, spilled, dropped. washed or
tracked onto public rights —of —way must be removed
immediately.
�;�p�FESS iy" STABILIZED CONSTRUCTION ENTRANCE
STORMWATER AND SEDIMENTATION & EROSION CONTROL @SI~AL = NOT TO SCALE
MANAGEMENT PLAN BY: z
STORMWATER AND
SEDIMENTATION & EROSION CONTROL PLAN
►z (n �03 FOR
ALLIANCE CONSTRUCTION CORPORATION OF N.C.
1.377 ACRE TRACT
STUMP SOUND TOWNSHIP, ONSLOW COUNTY, NORTH CAROLINA
N.C. HIGHWAY 210
REVISIONS: SW NOTES/DETAILS 11/10/03
FINAL DRAWING — NOT RELEASED FOR CONSTRUCTION DATE: SEPTEMBER 29, 2003
DRAWN BY- RVAIV J. ffaL
DESIGNED BY. IThH F. MLLA
FIELD BOOK: IND. PAGE: 12
CHECKED BY:
COMPUTER: CDR WS3\PROJ
PROJECT NUMBER: 02-09-21
SHEET 4 OF 4
t

STORMWATER
AND
SEDIMENTATION& ROS.ON PLAN
FOR
ALLIANCE CONSTRUCTION CORPORATION OF N.C.
INDEX OF SHEETS
SHEET NO. DESCRIPTION
1 TITLE SHEET
2 STORMWATER AND SEDIMENTATION
& EROSION CONTROL PLAN
3 DETAIL SHEET
4 DETAIL SHEET
z
STORMWATER AND SEDIMENTATION & EROSION CONTROL
MANAGEMENT PLAN BY:
s5il
Gi24
HIGHWAY
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
PPROVED
ENVIRONMENTAL
CO ;;.' ISSION
t- -' .,,TE:i QUALITY
�-��
S:crmwater Permit No !L,/
APPROVED
NOSIH CAROLINA EIMRONVENK
MANAGEMENT COUVIISr
DIVISION OF WATER GUILLtIr
-r Permit No.
REVISIONS: SW NOTES/DETAILS 11/10 03
CORRECTIONS TO COMMENTS: 12/08/03
DATE: SEPTEMBER 29, 2003
DRAWN BY: El7WNV J. ff-6EL
DESIGNED BY: r9V P, 6U.I A
FIELD BOOK:IND. PAGE: 12
CHECKED BY:
COMPUTER:_ODRW\WS3\PROJ
lZiu'03
(PROJECT NUMBER: 02-09-211
SHEET 1 OF 4 1