SW8080823_APPROVED PLANS_20081013

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS'
PERMIT NO.
SW8 06 0( 13
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2008 101.3
YYYYMMDD

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VICINITY MAP
NOT TO SCALE
Legend
TEMPORARY GRAVEL CONSTRUCTION ENT/EXT
SODDING
O
MULCHING
NO
RIPRAP-LINED CHANNEL
TEMPORARY DIVERSION DITCH -vb
LEVEL SPREADER
OUTLET STABILIZATION STRUCTURE
EXCAVATED DROP INLET PROTECTION (TEMP)
FABRIC DROP INLET PROTECTION (TEMP)
L=1
BLOCK & GRAVEL INLET PROTECTION (TEMP)
13
TEMPORARY SEDIMENT TRAP
Q
SILT FENCE
-et-
ROCK DAM
Q
CHECK DAM
-►- 1-
PROPOSED FINISH GRADE
PROPOSED TOP OF CURB GRADE
PIPE LABEL
ffAff
DISTURBANCE/CLEARING LIMIT -
-
TRAFFIC FLOW
25OW LIGHTING BY CCEMC
PROPOSED FIRE HYDRANT
DROP INLET
JUNCTION BOX
0
BY-PASS BOX
83
PROPOSED CONTOURS �-
EXISTING CONTOURS - 32 �-
DRAINAGE FLOW
Abbreviations
EDP EDGE OF PAVEMENT
C&G CURB AND GUTTER
TC TOP OF CURB
TW TOP OF WALKWAY
HC HANDICAP RAMP/PARKING
R/W RIGHT OF WAY
FF FINISHED FLOOR
UNO UNLESS NOTED
OTHERWISE
SF SQUARE FOOT
DRAINAGE PIPE CHART
TY02100Ai
1) TOTAL AREA = 170,972 Sq. Ft. = 3.925 ACRES
2) PROPERTY IS ZONED: B-1
2) DISTURBED AREA: 3.48 Acres
ELEVATIONS BASED ON NGVD 1929
26.5: SPOT ELEVATION
---------------------------------------RW
N.C. HWY 24
(100' RIW)
N 62'06'120W 241.85' TO
29.0 29.2 E
of Pavement
NCGS MONUMENT RESCUE'-
-
-- - - - - - - - - - - - - - - - _ �_
HAVING COORDINATES IN METERS
- - - --
OFN:110148.616, E.• 798289.031,
NAO 83(2007)
27� �-------_
26.3+
-_--- -
-
P.R - 7
E.1 �.
28.6
-
.5 0�.
w1-1
v.P. E.LP.
27
-
-
I 9. i
28
DRIVEWAY
EASEMEN j
/
�
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8L
+2.5
/
2
- -
28
�°°za75i
5
/�
II
I 45' INTERCONNECTING EASEMENT 1
I / / j r+�24-
I 11JAIJAIJA
I ! 2��2. i -% - 72. M. .L / ( 2
/ 1 \ ! 2
I 2.6 / B \ \ ,\ 2+ /
II 28.0
O I uildi C 28- 27 26 Bt ilding B i
6- \ \ \� UN 3 , 27.4 I 27.9 ` 2
I + \ /7
STEWART PROPERTIES
SECTION ONE A
M.B. 30, PG. 497 & 498 _ 9 2. 11
I
ZONE. B-1
OUTLET
AREA
Q10 DIAMETER
GRADE
LENGTH
VELOCITY
PIPE (acres)
(cfs) (inches)
M
(if)
(fps)
"A" 0.99
4.61 15
0.67
166
4.85
"H" 1.79
8.34 18
0.83
113
5.84
"C" 0.69
3.21 IS
0.87
166
4.03
"D,, 3.05
14.21 18
0.83
43
8.43
"E" 3.05
14.21 24
1.60
25
8.43
"F"
18
0.50
6
4.50
If Area <10 Ac
If Area > 10 Ac
Q=CiA
Q=281 x DA
RCP Reinforced
Concrete Pipe
tc=5 min.
where DA=A/640
LF = Linear
Feet
i10=7.17 in/hr.
FPS = Feet per
Second
C=0.65
NOTE:
1. Contractor
shall use NCDOT approved RCP or
HDPE (2 wall)
for all pipes
underneath
private roadways.
2. Contractor
may use NCDOT approved RCP
in all
other areas
including driveway pipes.
s
Asphalt Top:2e.15
Proposed
Storage
+ Basin
,oNi r
1
u EI,
A
\ Asphalt
+ 4 \ P
Aster \
29.9
29.2 9.6 If RCPC _
g'g
-
30.9
J0,5 15"
RCPC 1� 32.5
Mo \
°"° ` TP.
'Asphalt
ar JO.4 Asphott I own
Conc.31.5 I W.M.(3 °
29
\
0' 5 3 31
Aso/t O[ra�ls
30
\ 1.0
11
2 &
Top: 2e.82�
r
/
- I v.: 7. 7
Asphalt+28.8
/
- -
l
Note:
°.°.
8.6Check
J,\
I
Existing
I Building Elevation
I J2
y
p�c
29. +
30
I Existing
r J`I
Masonry Building
l
- -1 to remain
28.3
/
Deck
28.6
/
\
0.5
I
- - J
Buildi
g A�
Conc.
(4 LIMITS)
1
I
I onc.
Walk l
30.53+4//I
NPIan
�'p.'�:ia:
..L. `_
I I
32/ /
D41N`.d
Pa]CI7
-' Conc. /
\
J
Top: 28.50
nv(Dhii95
72' x 470' Boat
X
Inv.(E :2a.90
Inv. :2e.00
& RV St/,g,�ra a Area
`Y 9
29.04
\ ± »
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1 29\
x
x
8
X X
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X-1X
\
30' M.B.L. /
- - - - - - - - - - - - - - - - - `------------•------\-
10' DRAINAGE EASER6VT ----- ----// ---L--
- - - - - - - - - - - - - - - - - - - - - + - - - - - - - - - - - - -I-
I 10' VEGETA7TVE BUFFER I I ,/ E L P.
E.I.P. % s 79WJOVWas'
VEGETATIVE BUFFER /
IN ACCORDANCE
WITH SECTION 1601
JOHN R. STEWART JR.
VELMA STEWART
D.B. 666, PG. 140
ZONE: R-15M
REFERENCE: PROPERTY OFF N.C. HWY 24
"SECTION ONE A STEWART PROPERTIES"
M.B. 30, PG 498
M.B. 31, PG 186
D. B. 769, PG. 73
CARTERET COUNTY REGISTRY
PORTION OF TOPOGRAPHIC SURVEY IS FROM A
PREVIOUS SURVEY ENTITLED:
'TOPOGRAPHY SURVEY FOR KENNETH J. SH/PP" OWNER/DEVELOPER:
BY W.D. ROBERTS JR., DATED JUNE 19, 2007 Ken do Lisa Shipp
283 Pearson Circle
THIS SITE CONTAINS NO SECT. 404 WETLANDS. Newport, NC 28570
Inv.
JANE P. HOLCOMB
D.B. 744, PG. 743
ZONE. B-1
10'INGRESS/EGRESS EASEMENT
PER D.B. 788, PG. 708
Wo80823
q
APPROVED
NORTH CAROLINA ENVIRONMENTAL
ti MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
SGP to-13-09
BOUNDARY/TOPO SURVEY AND BASEMAP PROVIDED BY:
BELL & PHILLIPS SURVEYING, PLLC
eaa CEDAR PORN IMVD. CEDAR MM, N.C. •- (252) 593-e101
RECEIVED
OCT 0 9 2008
BY:
NOT RELlAfED FOR C NSTRUCTION
GRAPHIC SCALE
( IN FEEL' )
1 inch = 40 ft.
REVISIONS
Per DWO 8/11/08
Per DLR 8/27/08
Per DWO 10/8/08
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SCALE: 1" = 40'
DATE: 7/22/2008
PROJECT: 07-002
DRAWN BY: PP/DKN
SHEET 2/6

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Disconnect (20A)
In weoth( _.. .
Enciceura
Bstec
1) MNr sees net nearwy N Omer
10. to calmest to dedba "eteus
from buldil electrical polel.
2) All Wood shall be Pressom
Trested.
3) As eleetrled oo mponents shall be
erNaesd V minimum above too year
good elevation.
3'-0'
Electrical Rack
No Scale
From Pump
Prer
Typf
Prefab. Flow
Splitter Device
4.6'x4.5' Scour Hole
(SEE DETAIL)
N07M
1) BY-PASS STRUCTURE SHALLBE
S'XS' PRECAST DROP INLET AS
MANUFACTURED BY CAROLINA
PRECAST CONCRETE, INC. OR
EQUAL
2) WEIR WALL SHALL BE FIELD
CONSTRUCTED FROM 4" MASONRY
UNITS
3) PUMP STA71ON STRUCTURE
SHALL BE a DIA. PRECAST
MANHOLE AS MANUFACTURED BY
CAROLINA PRECAST CONCRETE, INC.
OR EQUAL
4) PUMP SHALL BE MYERS S33 W.
INTEGRAL "PIGGY BACK* FLOAT
SWITCH.
larine
Plywood
Meter
:Sse Note 1)
I• orals.
of 2)
C Past
of 2)
JS�� sY
�j1AA `Ot+'
w
Drop Inlet Detail
No Scale
2 Infiltration Devices
2 Rows of T4'Units -Eaah(16 Units Total)
n
90' B NO
Proposed
Infiltration
Beds
LINE TABLE
LINE
LENGTH
Ll
34.12
L2
73.81
L3
59.29
L4
84.81
L5
26,99
CURVE TABLE
CURVE
LENGTH
RADIUS
C1
1.15
3.50
C2
4.35
3.50
C3
5.50
3,50
C4
5.50
3.50
C5
5,50
3,50
Storage Basin Staking Plan
4.5'x4.5' Preformed Scour Hole
Min Depth: 1'
Max. Depth: 3'
Side Slopes: 2H:1 V
Standard
Roll Width
M I
Q
Type Dlstrlbutlan Box A minimum of one observation was shall be Included In the deals fully
m
draining.Infiltratia nchmo top well periodically shall
rifycon that the 4- to
media Is tale
draining. The manitarsbq well shill coneM of a 4- to 6-inch-dlerneter,
Perforated polyvinyl chloride (PVC) pipe with a tadding cap. The well
=d be pi;V near the center of the facility orIn the gneral
loeatlan of the lowest point within the facility, with the Inert at the
excavated bottom of the facility.
AlLimadl
�Ssiect FAI Moth /Infiltrator Units (20 111
_Infiltrator Top 25.93_ Select Fill Infiltreter
U
_Trench Bottom Elw. 24.5 Material nits
Precast Septic System �- Undisturbed Native Material 6' layer of a7 Stone 6' layer of 7 Stone
Type Distribution Box
_ SHWT Elw. 22.5+ Undisturbed Native Material
1)�INFILTRATOR UNITS SHALL BE *Based upon SoAe Report
Infiltration Bed Detail �CHNG CHAMBERS (HIGH
(HIGH
CAPACITY 16• H-10) OR EQUAL
No Scale
6
TO STORAGE
BASIN
BY-PASS
STRUCTURE \
I
4'
Permanent Soil
Reinforcement Matting
(PSRM) Shall be seeded
W/ Vegetation at installation
TOP VIEW
F
PUMP STAT10
(SEE DETAIL)
I I Inv.: 24.5
1 Bottom of
Basin:23.50
Proposed Sediment
ry I I Storo e Storage:24.
I 9
°o Basin
Basin Storage
Elev: 26.50
L- ' �=---------------- r
_________ 28.00
10' VEGETATIVE BUFFER _
S 80' 13'25 "W 140.07'
Infiltration System Detail
BY-PASS
STRUCTURE
Class "B" Riprap
w/ Type 2 Filter
� Fabric \
PSRM Apron Leveled
& Flushed w/ Natural
Ground
Min. 1' Tuck
I FILTER STRIP (0.5% Slope
to rrrc r 18. -
PIPE IN DRAIN �
y m - COLLECTION SYSTEM - - -
- -_ -_ _ 18' HOPE
�' INLET PIPE
--___
48• BOTTOM AT - - -
ELEV=23.551_ _ _ ; , ,, .. , ; BOTTOM AT EAST END
------ - - - --- --- -- --- ELEv-zaso
------- - -\\ --- --------- -
-- --
12" CLAY OR
HDPE LINER
ELEV-22.5 12" CLAY OR
TOP VIEW HDPE LINER*
a -
BY -PAW
STRUCTURE
BY-PASS PROP IXAAOE C.I. MANHOLE
STRUCTURE '0 EIiV-2&SOd: COVER
Ib--26.50 W.P. JUNC. BOX 028.50
To
18' PIPE VC ELEC. z - r - -
2 PCONDUIT RACK
L ,� m WCIR , r �- AX. W. TO
WEIR ELEV.25.50$
ELE 5.50 ELEv-26.50
• 2 F.M. BED
PEW p +' ,. puy
MASONRY •IELEV 2�4.95 2• CATE VALVE r••'. PUM �P ON
1B
EIEV-26.00 FILL W 2' CHECK VALVE--
i'INV CUT 8" DIP - N ) ' A. _2�5 l
_- SEDIMENT ' ELEV-24.50
FEV4
.�'p00
_
VLOME V-24.00 EFLE.23.ELEV-23. - - - - J
4-0INSIDE
g' 4'-0' -D' Note: : S '
Operating condition i6 30 GPM
SECTION 7 09' tTDH.hat Adjust 2' gate valve
such that pumping rate to 14 7
GPM. SEA
By -Pass Structure / Pump Station Detail
No Scale
Typical Longitudinal Section
No Scale
I
I
VEGETATED FILTER BOTTOM
I
I I
I SCOUR HOLE
4• CLEAN
TOPSOIL
Top: 28.50
Weir: 26.50
Inv.(D): 24.95
Inv.(E): 24.90
Inv.(F): 26.00
Scour Hole
L
25.95 ='
U_ x 29.85
5.90
f i v X
1 1
5.85
i >
5.80 50' LONG VEGETATED FILTER
(SEE DETAIL)
5.75---------
BY-PASS
STRUCTURE
18" PIPE
4.5'x4.5' Preformed Scour Hole / SECTION_
Min Depth: 1'
Max. Depth: 3'
Side Slopes: 2H:1V
:our Hole Det
No Scale
TOP
ELEv-
4• CLEAN
TOPSOIL
*CLAY LINER SHALL HAVE HYDRAULIC
CONDUCTIVITY NO GREATER THAN 1 x 10-6.
HDPE LINER, IF USED, SHALL PROVIDE
STRUCTURAL INTEGRITY AND AN EFFECTIVE
HYDRAULIC CONDUCTIVITY EQUAL TO THAT
PRESCRIBED ABOVE FOR NATURAL CLAY
LINER.
Storage Basin Detail
No Scale
Typical Longitudinal Section
No Scale
12" CLAY
HDPE UNI
\�• �_ _ _ $��gpIMENT STORAGE _ _ _
C�AF6tIT ENV-Z430 - - -
Typical Cross Section
No Scale
Vegetated Filter Detail
No Scale
13' Min. _
Typical Cross Section
No Scale
pamullim� �
NOT RELGSED FOR C NlTRUCTION
Per DWQ 8/11/08
Per DWQ 10/6/08a
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SCALE:
DATE:
07/22/2008
PROJECT: 07-002
DRAWN
BY: PP/DN
SHEET
5/6
i

VICINITY MAP
NOT TO SCALE
0
0
Cu
\
�O
NOTES:
1) TOTAL AREA = 170,972 Sq. Ft. = 3.925 ACRES
2) PROPERTY /S ZONED: B-1
2) DISTURBED AREA: 3.48 Acres
ELEVA77ONS BASED ON NGVD 1929
+26.5: SPOT ELEVATION
N 6706' 12'W 241.85' TO
NCGS MONUMENT "RESCUE,
HAVING COORD NOITES /N METERS 28
OF N:11014&616, E• 798289.031, 27� _
AMD 8J(2007) 26.J+
27
1
m
STEWART PROPERTIES
SECTION ONE A
M.B. 30, PG. 497 & 498
ZONE. B-1
R/W — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — R/W
N.C. HWY 24
(100' R/W)
WITH SECTION 1601
JOHN R. STEWART JR.
VELMA STEWART
D.B. 666, PG. 140
ZONE. R-15M
REFERENCE. PROPERTY OFF N.C. HWY 24
I'EC77ON ONE A STEWART PROPERTIES"
M.B. 30, PG 498
M.B. 31, PG 186
D. B. 769, PG. 7J
CARTERET COUNTY REGISTRY
PORTION OF TOPOGRAPHIC SURVEY IS FROM A
PREVIOUS SURVEY ENTITLED:
TOPOGRAPHY SURVEY FOR KENNETH J. SHIPP"
BY W.D. ROBERTS ✓R., DATED JUNE 19, 2007
THIS SITE CONTAINS NO SECT. 404 WETLANDS.
OVIINER/OEVELOPER:
Ken & Liao Shipp
283 Pearson Cirde
Newport, NC 28570
BOUNDARY/TOPO SURVEY AND BASEMAP PROVIDED BY.
BELL & PHILLIPS SURVEYING, PLLC
om cum Min 86YD. Cmm PCDR. K.C. -. ") we-/ta
_6
a
EASEMENT
708
YOLCOMB
PG. 743
B-1
000b 13
APPROVED
NORTH CARD INA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
Permitting Set
GRAPHIC SCALE
(IN FEET )
I inch - 40 &
REVISIONS
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SCALE: 1" = 40'
DATE: 7/22/2008
PROJECT: 07-002
DRAWN BY: PP/OKN
SHEET SUPPLEMENT