SW8080821_APPROVED PLANS_20080911

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 D$oB2.1
DOC TYPE
❑ CURRENT PERMIT
© APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
® 200y00,11
YYYYMMDD

OXIDIZER ACCESS ROAD IMPROVEMENTS
Wilmington, North Carolina
SHEET C2
_ SHEET Cl
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__-- - - - _ _ — _ -_----_--_ --_----------------------------
----- -----
,!
jl
III
ilk PROJECT BOUNDARY
\—DRAINAGE AREA 1 (DA1)
MODIFIED PROPOSED IMPERVIOUS
AREA FOR PROPOSED ROADWAY
AND DRAINAGE AREA 2 (REDUCTION)
SITE DATA
TOTAL PROJECT AREA:
503,965 SF
11.57
AC
TOTAL DISTURBED AREA ROADWAY
130,949 SF
3.00
AC
EXIST. IMPERVIOUS AREA EXIST. ROADWAY
43,247 SF
0.99
AC 8.67.
PROPOSED IMPERVIOUS AREA PROPOSED ROADWAY
89,482
2.05
AC 18.07.
DRAINAGE AREAS
1
2
TOTAL DRAINAGE AREA
343,384 SF 7.88 AC
160,581 SF
3.69 AC
EXIST. IMPERVIOUS AREA EXIST. ROADWAY
18,680 SF 0.43 AC 5.47,
4 7 SF
PROPOSED IMPERVIOUS AREA PROPOSED ROADWAY
41,006 SF 0.94 AC 11.97.
148,476 SF 1.11 AC 30.2%
SOIL CLASSIFICATION: KUREB SAND (Kr), LAKELAND SAND (La), and URBAN LAND Ur
- - - - - ---
SCALE:
1 inch
= 200
ft.
200
0
100
200
z�
Z
Q
ti
s
` PROJECT BOUNDARY
DRAINAGE AREA 2 (DA2)
S
C H E D
U L
E
O F
D R A W I N G S
SHT.
N0.
TI T
L E
CO
COVER SHEET
AND
OVERALL SITE PLAN
Cl
PARTIAL
SITE
PLAN AND
DETAILS
C2
PARTIAL
SITE
PLAN AND
DETAILS
C3
PARTIAL
SITE
PLAN
AND
DETAILS
4�ko
APPROVE
B y _S v Say S2
NOTE: NO WETLANDS EXIST WITHIN THE PROJECT'S LIMIT OF DISTURBANCE
SURVEY NOTES:
1. TOPOGRAPHIC SURVEY PERFORMED BY McKIM & CREED
IN JULY 2008.
2. ALL DISTANCES ARE HORIZONTAL GROUND IN U.S. SURVEY
FEET UNLESS OTHERWISE SHOWN.
3. COORDINATES BASED ON INVISTA PLANT GRID.
4. CONTOUR INTERVAL IS 1'.
5. VERTICAL DATUM IS PLANT GRID.
6. SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT
SEARCH FOR EASEMENTS OF RECORD, ENCUMBRANCES,
RESTRICTIVE COVENANTS, OWNERSHIP, TITLE EVIDENCE, OR
ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE
SEARCH MAY DISCLOSE.
7. UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE ABOVE
GROUND SERVICES WERE VISIBLE.
PROJECT
SITE
F
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PERMIT DRAWINGS
NOT FOR
CONSTRUCTION
SEAL a'aarserrrerrr
(DESIGNED BY: RAW
DRANK BY: HWL._...._
-
WAUTY CONTRa.: DEC
SCALE: NOTED
FILE NUMBER: 6066
DATE: 8-21-08
1>r
Zs SHEET NUMBER:
% CO
OF

N
.-
U
2
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S
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N
0" PROJECT BOUNDARY ¢�WISO PM mv)
/ WIDTH AROUND URVES GRI - AD `
PROPOSED 20 WIDE GRAVEL R
cf"y a EXIST 10' WIDE GRAVELROADO %.
--� »-- - LIMIT OF DISTURBANCE
r �L - # �: PROPOSED ROAD W(DN1NG , __ . .. a. , ,
y
l _
Iy ''. ' '. �. ....: ✓ it 1,.1 .1 Lim '..--`—+^ .. �r -_ -
OHE •--
---- —
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Z / -.i r ( #�f 6�J , -.1 _ �ri6bC�4.. �-�-- OHE OHEIE ...- OHE — OHE OH (,k{E'. +� .Ev—,,'-OHE 1— OHE (hfE—� O�EY �`—E OHf
v EA NE ohE - O i3_4'
30E LINE/ Et=41.7 AND 47.3 EL=29.4' AN oN� PROPOSED ROAD WIDENING FIBERGLASS SHED J/6606
"� / COVERING /RREGATION CONTROL
4Y / AL oHE j
CM4 #40 10" �� � ,
N 1 129 390�
E 4959. 750 607� o _
b6.7 / i'I
_ 1 `
Y �'
EL vPROPOSED 30' ROADWAY
WIDTH AROUND CURVES
dVERHEAD LINE
METAL EL=40.5'77
GA Ij I ' LOG. PROJECT BOUNDARY
w
rr NSTRUCTION ENTRANCE TO z
I THE SITE WILL BE ON EXISTING
PLANT ROADS WITH NO TRAFFIC
I{ 1 TO OR FROM PUBLIC ROADWAYS j
VERHEAO LINES--_----- - SECTION 'A'
EL=47.1,47.4,47.5;59.1;59.9'
-- -- ---
EROSION CONTROL:
1. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A
VIOLATION AND IS SUBJECT TO A FINE.
2. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING
IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND
ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION
SEQUENCE SHOWN ON THE PLAN. ALL GRADING SLOPES MUST BE SEEDED AND
MULCHED WITHIN 15 CALENDAR DAYS OF COMPLETION OF GRADING. ALL FLAT
AREAS ARE TO BE SEEDED AND MULCHED WITHIN 15 WORKING DAYS.
3. ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON BY FIELD INSPECTOR,
ENGINEER, AND OWNER.
4. IF ACTIVE CONSTRUCTION CEASES IN ANY SLOPED AREA FOR MORE THAN 15
CALENDAR DAYS OR 15 WORKING DAYS IN FLAT AREAS, ALL DISTURBED AREAS
MUST BE SEEDED, MULCHED, AND TACKED, UNLESS WRITTEN APPROVAL IS
GRANTED BY THE EROSION CONTROL INSPECTOR.
5. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR
STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL
BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS
WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED,
6. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT
BECOMES ABOUT 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL
BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
7. 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.
SEEDBED PREPARATION:
1. LOOSEN CLEARED SURFACE (VOID OF ROCKS, ROOTS, AND VEGETATION) AS
NECESSARY FOR SEEDING TO ACCUMULATE,
2. APPLY LIME AND FERTILIZER BASED ON SOIL CONDITIONS OR AS DIRECTED BY
LANDSCAPE DESIGNER.
3. TILL LIME AND FERTILIZER INTO SOIL UNTIL WELL MIXED.
4. SEED AS PER SCHEDULE AND IMMEDIATELY MULCH OR STRAW FOR STABILIZATION.
5. REPAIR AS NECESSARY FOR EROSION MAINTENANCE DURING CONSTRUCTION
ACTIVITY.
SEEDING SPECIFICATIONS:
LIME: APPLY 100 POUNDS PER 1,000 SQUARE FEET
FERTILIZER: APPLY 20 POUNDS 8-8-8 PER 1,000 SQUARE FEET
SEED (NON-NCDOT RIGHT OF WAY): PER ACRE
NOVEMBER-MARCH BERMUDA (UNHULLED) 20 LBS.
50 LBS. WINTER RYE (GRAIN)
80 LBS. FESCUE
MARCH-NOVEMBER BERMUDA (HULLED) 30 LBS.
80 LBS. FESCUE
MULCH: APPLY 1-1/2 TONS/ACRE WHEAT STRAW (OR APPROVED EQUAL)
ON ALL SEEDED AREAS.
TACK: ALL SLOPES WITH STRAW MULCH EXCEEDING 3:1 TO HAVE
ASPHALT TACK APPLIED AT THE RATE OF 225 GALLONS/ACRE.
* AFTER SOIL PREPARATION AND SEEDING, INSTALL JUTE MATTING,
OR EQUAL ON ALL DISTURBED AREAS.
* MAINTAIN SEEDED AREAS UNTIL MINIMUM GROWTH IS ESTABLISHED
AND/OR FOR CONTRACT TIME,
MIN. 12-1/2 GA.
INTERMEDIATE
WIRES
of
ZI ro
N'
NOTE
5'-0" STEEL POST
II ,�
- STEEL POST
WIRE FENCE
FILTER MEDIA EXXON
GTF 100E OR
APPROVED EQUAL
ACT
V 11\Ll�Vll N ILL\
PLACING FABRIC
N4IES:
1.) WIRE FENCE SHALL BE A MIN. OF 32- IN WIDTH AND SHALL
HAVE A MIN. OF SIX LINE WIRES WITH 12" STAY SPACING.
2.) FILTER FABRIC SHALL MEET OR EXCEED 150 LBS. GRAB
TENSILE (ASTM-D-1682), 180 PSI. BURST (ASTM-D-2263)
AND 70 ON COE E.O.S. TEST.
3.) STEEL POST SHALL BE 5'-0' IN HEIGHT AND BE OF THE
SELF -FASTENER TYPE.
4.) STEEL POSTS FOR SILT FENCE SHALL BE NO WIDER THAN
8' APART D.C. WITH WIRE BACKING.
5.) CONTRACTOR TO FIELD LOCATE AS NECESSARY TO CONTROL
SURFACE EROSION.
TEMPORARY SILT FENCE DETAIL
SCALE: NONE
SCALE: in<!; _ 50 ft.
50 Z5 50
j
25' O"
SEDIMENT CONTROL BUFFER
(TYP•)
STORMWATER RUNOFF TO
SHEETFLOW TO ADJACENT
VEGETATED AREA
5'-0" 10'-0" 150"
-i -- -
RAVEL EXIST. GRAVEL
ROAD GRAVEL ROAD ROAD
IDENING WIDENINC
f - 20'-0"
PROPOSED ROAD
SECTION 'A' LOOKING WEST
SCALE: N.T.S.
U wpv,
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L E G E N D
O CMF CONCRETE PLANT CONTROL
ARC CONTROL POINT REBAR AND CAP
FIRE HYDRANT
�} LIGHT POLE
�o POWER POLE
PINE TREE
MONITOR WELL
® BOLLARD
Q STEAM MANHOLE OR VAULT
OPfV POST INDICATOR VALVE
o E. o YGW GUY WARE
4 GUY POLE
} SPOT SHOTS
OHE OVERHEAD ELECTRIC
W W WATERLINE
X FENCE
INVISTA TREE LINE
McKIM & CREED TREE LINE
I, LIMIT OF DISTURBANCE
' I� r• PROJECT LIMITS
I �
EXISTING ROAD EEXISTING ROAD LINE
PROPOSED GRAVEL ROAD
25'-0"
PROPOSED ROAD WIDENING -�
_
SEDIMENT CONTROL BUFFER����
(TYP.)
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NOTE: NO WETLANDS EXIST WITHIN THE PROJECT'S LIMIT OF DISTURBANCE
DESIGNER'SDE51QNER'S PLAN CERTIFICATION:
"1 HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN ACCORDANCho lTei'`yTK LATEST NEW HANOVER COUNTY
ORDINANCES AND STORM WATER DESIGN MANUA .
O 31 L;
SIGNATURE:
PRINTED NAME AND TITLE: DAVID E. C R, PE S E i1 t
DATE: o°►toZ/ofr -
REGISTRATION NUMBER: NC 11270
1 FA $
PROPERTY OWNER CERTIFICATION:
a!)lil0.dOl lsi"
"I (WE) HEREBY CERTIFY THAT (WE) AM (ARE) THE CURRENT OWNER OF THE PROPERTY AND THAT UPON RECEIPT
OF "AUTHORIZATION -TO -CONSTRUCT" ANY CLEARING, GRADING, CONSTRUCTION OR DEVELOPMENT, WILL BE PERFORMED
IN ACCORDANCE WITH THIS PLAN AND THE APPLICABLE ORDINANCES AND RULES OF NEW HANOVER COUNTY, THE STATE
OF NORTH CAROLINA AND THE FEDERAL GOVERNMENT AND ITS AGENCIES WHICH ARE HEREBY MADE A PART OF THIS PLAN.
AS THE OWNER, i (WE) ACCEPT FULL RESPONSIBILITY FOR THE CONSTRUCTION AND OPERATION AND MAINTENANCE OF THE
PROPOSED FACILITIES. I (WE) WILL NOT ATTEMPT TO TRANSFER THIS RESPONSIBILITY WITHOUT THE WRITTEN AUTHORIZATION
OF NEW HANOVER COUNTY."
SIGNATURE:
PRINTED NAME AND TITLE:
DATE:
PROJECT
SITE
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SIGNED BY: RAW
DRAV,N BY: HWL
QUALITY CONTROL: DEC
SCALE: NOTED
FILE NUMBER: 6066
DATE: 8-21-08
SHEET NUMBER:
C1
OF

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PROJECT BOUNDARY-� a 1w /
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DRAINAGE AREA 1 (DA1) 1'
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LIMIT OF DISTURBANCES
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--� GW
,y5606' '
PROPOSED 30' ROADWAY PROJECT BOUNDARY
WIDTH AROUND CURVES <
EXIST, ROAD
DESIGNER'S
PLAN CERTIFICATION:
"I
HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREP
IN ACCORDANC9.1 TM, LATEST NEW
�` F1,
HANOVER COUNTY
ORDINANCES AND STORM WATER DESIGN MANUAL."�
SIGNATURE:
PRINTED NAME AND TITLE: DAVID E. CRISE
, E S F q L
DATE:
09
40 a�_ _
REGISTRATION NUMBER: NC
11270 ?
°'/,;'"t,
PROPERTY
OWNER CERTIFICATION:
:
//4+u a>f PyY
"I
(WE) HEREBY CERTIFY THAT I (WE) AM (ARE) THE
CURRENT OWNER OF THE PROPERTY AND THAT UPON RECEIPT
OF
"AUTHORIZATION -TO -CONSTRUCT" ANY CLEARING,
GRADING, CONSTRUCTION OR DEVELOPMENT, WILL BE PERFORMED
IN
ACCORDANCE WITH THIS PLAN AND THE APPLICABLE ORDINANCES AND RULES OF NEW HANOVER
COUNTY, THE STATE
OF
NORTH CAROLINA AND THE FEDERAL GOVERNMENT
AND ITS AGENCIES WHICH ARE HEREBY MADE
A PART OF THIS PLAN.
AS
THE OWNER, I (WE) ACCEPT FULL RESPONSIBILITY
FOR THE CONSTRUCTION AND OPERATION AND
MAINTENANCE OF THE
PROPOSED FACILITIES. I (WE) WILL NOT ATTEMPT TO
TRANSFER THIS RESPONSIBILITY WITHOUT THE
WRITTEN AUTHORIZATION
OF
NEW HANOVER COUNTY."
(\
SIGNATURE:
PRINTED NAME AND TITLE:
DATE:
ADJACENT SLOPE TO BE
REGRADED AS NECESSARY
i� (3:1 MAX. SLOPE)
/ STORMWATER RUNOFF TO
SHEETFLOW TO ADJACENT
VEGETATED AREA °
10'-0' j _-..._10'-01.
EXIST. GRAVEL ROAD I
GRAVEL ROAD WIDENING
20'-0" 10'-01,
PROPOSED ROAD SEDIMENT
CONTROL BUFFER
(TYP.)
SECTION 'B' LOOKING WEST
SCALE: N.T.S.
EXIST. ROAD
LEGEND
O CMF
CONCRETE PLANT CONTROL
A RC
CONTROL POINT REBAR AND CAP
FIRE HYDRANT
i}
LIGHT POLE
Q
POWER POLE
PINE TREE
®
MONITOR WELL
®
BOLLARD
0
STEAM MANHOLE OR VAULT
OPIV
POST INDICATOR VALVE
TGW
GUY WARE
GUY POLE
+
SPOT SHOTS
OHE
OVERHEAD ELECTRIC
— W W
WATERLINE
x
FENCE
INVISTA TREE LINE
McKIM do CREED TREE LINE
LIMIT OF DISTURBANCE
PROJECT LIMITS
EXISTING ROAD I.EXISTING
ROAD LINE
PROPOSED GRAVEL ROAD
PROPOSED ROAD WIDENING
A
NOTE: NO WETLANDS EXIST WITHIN THE PROJECT'S LIMIT OF DISTURBANCE
ADJACENT SLOPE TO BE
REGRADED AS NECESSARY
(3:1 MAX. SLOPE)
STORMWATER RUNOFF TO
SHEETFLOW TO ADJACENT
VEGETATED AREA
GRAVEL ROAD ' EXIST.
WIDENING GRAVEL ROAD
20'-0* - - - 10'-O"
IWtill 90-619tiffaemej
SEDIMENT
CONTROL BUFFER
(TYP.)
SECTION 'CLOOKING WEST
SCALE: N.T.S.
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PERMIT DRAWINGS
NOT FOR
.CONSTRUCTION.
SEAL µ. fi
S
09/o Z�o�
DESIGNED BY:
RAW
DRAVM BY:
HWL
DUALITY CONTROL:
DEC
SCALE:
NOTED
FILE NUMBER:
6066
DATE:
8- 21- 08
SHEET NUMBER:
C2
OF
VICINITY MAP - NOT TO SCALE

w III-
2 W
x N
F
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1
ITANK FARM CONTAINMENT AREA
—PROPOSED 20' WIDE GRAVEL ROAD
—EXIST. 10' WIDE GRAVEL ROAD
_ T
PROPOSED ROAD WIDE NG —
% ►
LIMIT OF DISTURBANCE �Y�f
SECTION 'D'
SCALE: 1 inch = 50 ft.
50 0 25 50
z
J
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2
PROPOSED 30' ROADWAY
WIDTH AROUND CURVES
(TYP-)
z
= Z
m
WOODED AREA
EXISTING CANAL
IV
BANK
S
m m
12' x 12' BLOCK FOR
BARGE ANCHORING
(TYP 2 PLACES)
I_q
ADDITIONAL STONE TO
BE PLACED IN THIS AREA
rT 1 MODIFIED EXTENTS OF BRUSH IN THIS AREA TO BE CUT TO 30'
ROADWAY WIDENING GROUND LEVEL FOR RAMP / DOCKING
(Pj BRUSH /WOODS LINE
DRAINAGE AREA 2 (DA2)
PROJECT BOUNDARY
WOODED AREA
\�-LIMIT OF DISTURBANCE \
EXIST. GRAVEL ROADWAY
TO BE STABILIZED WITH
ADDITIONAL STONE
EL. APPROX. +6
II
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\-ALL SITE DATA INCLUDING MHW LINE, CAMA SETBACKS AND PROPOSED
ACTIVITIES WITHIN THIS AREA TAKEN FROM INVISTA PERMIT DRAWING
"PROPOSED RIVER BANK UPGRADE" DATED APRIL 2008.
20'-0"
SEDIMENT CONTROL BUFFER
(TYP.)
STORMWATER RUNOFF TO
SHEETFLOW TO ADJACENT
VEGETATED AREA
--------------------
10'-0" 10'-0"
GRAVEL ROAD EXIST.
WIDENING GRAVEL ROAD
20'-0"
PROPOSED ROAD
SEDIMENT
CONTROL BUFFER
(TYP.)
SECTION 'U LOOKING WEST
SCALE: N.T.S.
TEMPORARY 12' X 12' CONCRETE
BLOCK FOR BARGE ANCHORING
' I LOADING RAMP
I
BARGE
w I
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<I I
vI I
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\
BARGE
/
,
PROPOSED
RAMP
PLACEMENT
FOR
UNLOADING
BARGE
L E
G E N D
17 CMF
CONCRETE PLANT CONTROL
® RC
CONTROL POINT REBAR AND CAP
FIRE HYDRANT
i}
LIGHT POLE
CO,
POWER POLE
PINE TREE
®
MONITOR WELL
BOLLARD
®
STEAM MANHOLE OR VAULT
0 PIV
POST INDICATOR VALVE
YGW
GUY WIRE
GUY POLE
}
SPOT SHOTS
OHE
OVERHEAD ELECTRIC
— W W
WATERLINE
x
FENCE
INVISTA TREE LINE
McKIM & CREED TREE LINE
— — — —
30' CAMA BUFFER
— —
75' AEC LINE
LIMIT OF DISTURBANCE
M 1111110111 m
PROJECT LIMITS
EXISTING ROAD EXISTING
ROAD LINE
PROPOSED GRAVEL ROADWAY
PROPOSED ROAD WIDENING��
jl
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NOTE: NO WETLANDS EXIST WITHIN THE PROJECT'S LIMIT OF DISTURBANCE
APPROX. EXIST. MUDLINE
SECTION 'E' - VIEW AT RIVER BANK - LOOKING NORTH
SCALE: N.T.S.
WATERLINE
SITE
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bESIGNED BY:
RAW
DRAVM BY:
HWL
QUALITY coNTROL:
DEC
SCALE:
NOTED
FILE NUMBER:
6066
DATE:
8-21-08
SHEET NUMBER:
C3