SW8070420_APPROVED PLANS_20070709 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8
DOC TYPE
❑ CURRENT PERMIT
I APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
20 O 101 O
YYYYMMDD

Legend
TEMPORARY GRAVEL CONSTRUCTION ENT/EXT
Foil
SODDING
O
MULCHING
ON
RIPRAP-UNED CHANNEL
SOD-UNED CHANNEL
LEVEL SPREADER
41�
RIP RAP SCOUR PAD (RRSP)
EXCAVATED DROP INLET PROTECTION (TEMP)
13
FABRIC DROP INLET PROTECTION (TEMP)
BLOCK a: GRAVEL INLET PROTECTION (TEMP)
13
TEMPORARY SEDIMENT TRAP
Q
SILT FENCE
-of-
ROCK DAM
Q
CHECK DAM
-it-f-
PROPOSED FINISH GRADE
PROPOSED TOP OF CURB GRADE
PIPE LABEL
91A11
DRAINAGE PIPE CHART
EMt
807
15 H GHWAY TI17 N OF
:RAWFbR�STREET
AREA
Q10
DIAMETER
GRADE
LENGTH
OUTLET
VELOCITY
N.C.G.S. MONUMENT 'HOLLY
NORTHING: 2 4 13.141
FABLING: 2435792.815
PIPE
(acres)
0.29
(cfs)
1.19
(inches)
15"
(8)
0.60-
(if)
(fps)
_
"B"
0.40
1.63
15"
0.60
188
NSI39.54-E
"D"
0.05
0.68
0.20
2.78
15"
15"
1.00
0.60
18
128
742Qa3'
R/W
SPTD - ,
"E" 0.77 3.15 15" 0.60 22* 4.5
"F" 0.10 0.41 15" 1.00 12
/ I 1
U.S. HIGHWAY 17
200' R/W (ASPHALT -PUBLIC)
CLEARING LIMIT
X.
iw
�O• p5T DIST
'E / �JNST� EIR EIR
5 EW CLEARING VMIT I
25.
-70
\ rr_�� w I rr� TC=6;
"G"0.25 1.02 15" 0.91 152 / I( -63.07 1 U
"H" 0.46 1.88 15" 0.88 26* 5.5 t B ,704. P -A,
\ "I" 0.52 2.13 15" 0.60 57 / I t
"J" 0.99 3.84 15" 0.60 60 I - 1
"K" 1.15 4.70 15" 0.60 is* 4.5 �/
"L" 5.59 22.9 2-24" 0.15 337** 4.0
"M" 7.70 31.5 24" 5.97 134** 20.0
"N" 0.19 0.78 15" 0.60 142
"o" 0.52 2.13 15" 0.60 142 Co s\ I V. 0 \ \ }
^R" 0.52 2.13 15" 0.60 1055 10.0 ry��' RR" I \
Q" 0.52 2.13 15" 0.60 58 '� i I� a
"S" 1.44 5.89 15" 5.46 57
i ^T" 1.59 6.50 15" 5.19 98* 11.2
"U" 3.86 15.8 24" 2.00 200** 10.8 JJ^ / I 41 II i } \\ \\
"V" 12.7 51.8 36" 4.17 48* 20.0
"DWI' I�\y'
4p / / I I I eT1 + 1 \ \
To be determined by NCDOT "DW2" To be determined by NCDOT
JURISDICTIONAL
STREAM -",•
/
/
R
i
i
I£ Area <10 Ac If Area > 10 Ac
Q-CiA Q=281 x DA
RCP = Reinforced
Concrete Pipe
/
I 1
A
tc=5 min. where DA=A/640
LF = Linear
Feet
!
I
i10=7.17 in/hr.
FPS = Feet per
Second
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C=0.57
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NOTE:
I
1. Contractor shall use NCDOT approved RCP or
HOPE (2 wall)
for all pipes
underneath NCDOT and/or Private roadways.
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2. Contractor may use NCDOT approved RCP or HDPE (2 wall) in
all
)
other areas including driveway pipes.
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RIP RAP SCOUR PAD SCHEDULE
/
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'
NOW OR FORMERLY
/��
AMBROGI
�
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us^ng NYOOT Dissipator Charts.
D.B. 2691, P. 557
�•
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,/ /
/
/ / LIE_RINGF(SP6
%IN-, .20Sized
TYPE~�
1
VELOCITY LENGTH WIDTH
RRSP 4 (fps) ZCNE (feet) (feet)
4.5 z 9 5
STONE
Cl"B"
,
r ,/
I///
INV 52.00
_ -
.s ..
9 5
Cl"B.,
/
f
8 LINI
z 5.5 2
5
Cl"B"
kg j\�,"
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,
3 4.5 2 9
4 20 0 3 16 6
Cl"I•'
5 10.0 2 9 5 Cl"B"
6 11.2 2 9 5 Cl"B"
7 10.8 2 9 5 Cl„B,. �. / Q f / /,
zo.o s z4 9 Cl"1„ AL�
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INV-46.00
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4
NOW OR FORMERLY
I
LY RIDGE ASSOCIATES
do OTHERS
1
D.B. 1419, P. 89
1
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CLEARING LIMIT � � \.- - -
I 1 CLEARING IMIr I // / - 4o \.
i w n Fl TURE 40. R/W _
2 0. j / l 5.00' 120. EIP 88.13'
( S48'51'25"W 5` 87' I EIP
7
NOW OR FORMERLY I NOW OR FORMERLY
HEWITT 1 GASKINS
D.B. 1122, P. 635 1 D.B. 1239, P. 832
I DISTURBED AREA 115.5 AC
I
SPECIAL WETLAND NOTE
WETLAND DELINEATION PROVIDED BY CHARLES RIGGS k
ASSOCIATES. THIS SITE CONTAINS NO WETLANDS PER
EVALUATION BY LAND MANAGEMENT GROUP EXCEPT FOR
JURISDICTIONAL STREAM ALONG SOUTHERLY BOUNDARY OF
SITE AS SHOWN.
i
- R/W
�I
SURVEY LEGEND
CC - CONTROL CORNER
ECM - EXISTING CONCRETE MONUMENT (FOUND)(CONTROL CORNER)
EIP - EXISTING IRON PIPE (FOUND)
EIR - EXISTING IRON ROD (FOUND)
EMN - EXISTING MAGNETIC NAIL (FOUND)(CONTROL CORNER)
EPK - EXISTING PARKER-KALON NAIL (FOUND)(CONTROL CORNER)
ERRS EXISTING RAILROAD SPIKE (FOUND)
MBL = MINIMUM BUILDING LINE
NMP = NON MONUMENTED POINT
R/W RIGHT OF WAY
SCM SET CONCRETE MONUMENT (CONTROL CORNER)
SIP SET IRON PIPE
SIR = SET IRON ROD
SMN SET MAGNETIC NAIL (CONTROL CORNER)
SPK = SET PARKER-KALON NAIL (CONTROL CORNER,)
- CENTERLINE
qL - POWER POLE
RRSP9�
1'10'29"E /$34.40'
Tnu
114.07' -R/W S
/ / 1241, 3
T
VICINITY SKETCH '
NOT TO SCALE
TEMP.
CONSTR.
TRANCE
INV= 8.76
648
�_,
� 230,84'-
IR
50.20'-EIR
_ -- s4014'1e'w __--io- -R/W
ei•3z' ECM
665
D.B. 1243,
P^.734
a
5' JONES-ONSLOW ELECTRIC
INV 63
I''
MEMBERSHIP CORPORATION
J-
- - +-
- - -
- UML= EASEMENT -
-
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CURB INLET
-
TC=68.63
a6
T1N�a
3
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INV-65. 0
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CURB INLET
C=68.63
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1IN 7�
INV-65. 3
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1
PROPD
-
RFFTT=70.00�
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NOW OR FORMERLY
-�
McCREE
D.B. 1314, P. 149
IC-68.63
69, \. p
co
NV .9
\lL
TOTAL AREA
739525 Sq.Ft.
811p6.O11
7
1
TC=68.46
16.978 ACRES
TIN=a9.83
1
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PAING
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TIN=87.89
,
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NOW OR FORMERLY
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D.B. 589. P. 628
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----- --------------
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245.41' EIP TEMP OIV DITCH
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�- -62- -- -
384.110' � --"-"-"�
3
CLEARING LIMIT 1 S4 515'W '2
/7SO.21
CLEARING LIMIT IEIP
=60.50
1INV:61.00
I
I SPECIAL NOTE CONCERNING SITE PLANS
I SITE PLANS FOR EACH FACILITY SHOWN HEREON TO
1
BE PREPARED BY OTHERS. IT SHALL BE THE
RESPONSIBILITY OF THE SITE PLAN PREPARERS TO
COORDINATE THEIR DESIGNS WITH THIS STORMWATER
PLAN.
1
TE
ARS KA P
REQUIRED - 125' x 80' BUILDING - 1000 Sq.Ft.
1000 / 300 - 33 SPACES REQUIRED
ON SITE PARKING - 50 SPACES
PROPOSED BUILDING - PROFESSIONAL OFFICE
PROPOSED BUILDING HEIGHT - 12'
BUILDING MATERIAL - W00. METAL do CONCRETE
FLOOD INFORMATION:
FLOOD ZONE - *X"
COMMUNITY PANEL NUMBER - 370575 3720423700J
EFFECTIVE DATE - NOVEMBER 3, 205
NOW OR FORMERLY
E32, O o �� o n Q
D.B. 11P. 853 F
BOUNDARY, TOPOGRAPHIC SURVEY
AND CONCEPTUAL LAYOUT PROVIDED BY:
GGS & ASSOCIATES/ INC. CHARLES F. RI
202 WARLICK STREET
P.O. BOX 1570
JACKSONVILLE, N.C. 28541-1570
NOT RELEASED FOR C u
'TRUCTION
GRAPHIC SCALE
( IN FEET )
1 inch = 50 fL
REVISIONS
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SCALE: 1 " = 50'
DATE: 4/14/2007
PROJECT: 06-066
DRAWN BY: JC/DKN
SHEET 1/3

PIPE
I �
Treatment Pond - Plan
Scale: I" = 20'
SEEDBED PREPARATION NOTES-
1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN.
2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE
TOPSOIL 3' DEEP. TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4'-G' DEEP.
3. LOOSE ROCKS, RIOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE
SURFACE SO THAT THEY WILL NOT INTERFERE WITH THE ESTABLISHMENT AND
MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION,
AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM.
4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LINE TO BE ACCORDING TO SEEDING
SPECIFICATIONS ABOVE. IN ADDITION, PROVIDE 15 LBS/1000 SA. OF SUPER
PHOSPHATE.
3. IF SOIL TEST IS TAKEN, PROVIDE LINE AND FERTILIZER ACC13ROM TO SOIL TEST
REPORT.
6. LINE AND FERTILIZER SHALL BE APPLIED INIFOR14LY AND MIXED WITH THE SOIL
DURING SEEDBED PREPARATION.
CONTRACTOR SHALL INSTALL STORMWATER POND AND EMERGENCY SPILLWAY CONCURRENT
WITH EROSION CONTROL MEASURES AND USE POND FOR TEMPORARY SEDIMENT STORAGE.
AFTER PERMANENT GROUNDCOVER IS ESTABLISHED, CONTACTOR SHALL DEWATER POND
AND REMOVE ACCUMULATED SEDIMENT AND RESTORE POND TO THE GRADE AND CONTOUR
INDICATED BELOW. ALTERNATELY, THE CONTRACTOR MAY 'OVER -EXCAVATE' THE POND
DURING INITIAL INSTALLATION TO ALLOW FOR SEDIMENT ACCUMULATION. HOWEVER,
AFTER PERMANENT GROUNDCOVER IS ESTABLISHED, THE CONTRACTOR WILL BE REQUIRED
TO DEMONSTRATE TO THE ENGINEER THAT THE APPROPRIATE GRADE AND CONTOURS ARE
PROVIDED.
I \
Hots
Elev. 'B'
SEEDING SCHEDULE
NOTE- ONLY AREAS ABOVE PERMANENT POOL SHALL BE SEEDED. VEGETATIVE
SHELF SHALL NOT BE SEEDED AND SHALL BE ALLOWED TO GENERATE NATIVE
VEGETATION.
SPREAD 4' TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM
GRADE PRMR TO SEEDING. APPLY LINE AND FERTILIZER AND WORK INTO
SEED BED, DISTRIBUTE SEED UNIFORMLY AND COVER LIGHTLY.
APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY
WITH STRAIGHT BLADE DISC IN FLAT AREAS AND WITH ASPHALT TACK
WHERE SLOPES EXCEED 4X.
MATERIAL APPLICATION RATE
LIME 2 TONS/ACRE
20Y. SUPERPHOSPHATE 600 POUNDS/ACRE
FERTILIZER00-10-10) 1000 POUNDS/ACRE
APRIL - JULY
FESCUE, KY-3l 50 POUNDS/ACRE
BERMUDA (HULLED) 10 POUNDS/ACRE
JANUARY - MARCH
FESCUE, KY-31 So POUNDS/ACRE
BERMUDA (UNRLLED) 20 POUNDS/ACRE
RYE (GRAIN) 25 POUNDS/ACRE
SEPTEMBER - NOVEMBER
FESCUE, KY-3l 50 POUNDS/ACRE
MULCH 2 TONS/ACRE
ASPHALT TACK 300 GALLaMS/ACRE
NOTE. OWNER NAY VARY SEEDING TO CONFORM TO LANDSCAPING REQUIREMENTS,
HOWEVER, WEEPING LOVE GRASS SHALL NOT BE USED.
Outlet Structure
(See Detail)
Elev. 'E' (100 yr storm) V
10, Elev. 'D' (10 yr storm.)
3' Veg, Shelf
,.
�� Elev. 'C' Ci'Desian Elev.) S
Draw Down Orifice —,,X,
1 et (See Detail) 1
Elev. 'A-1' Bottom
Vegetated Shelf Plantings
(See Planting Scedule) Main Pond
PROPERTY
CORNER
CONSTANT POND SURFACE AREA 20,024 S.F. 2 EL- 48.00
V DESIGN SURFACE AREA = 23,610 S.F. 8 EL= 49.88
APPROX. TOTAL POND VOLUME = 75,512 CF
ACTUAL FOREBAY VOLUME = 15,140 CF (20.0% OF TOTAL VOLUME)
PLANTING SCHEDULE
1B3Ii PLANTING SCHEDULE APPLIES ONLY TO VEGETATED SHELF AND VEGETATED
FILTER.
SPREAD 4' TOPSOIL OVER AREAS TO BE PLANTED AND ESTABLISH UNIFORM GRADE
PRIOR TO PLANTING. PLANT ANY TWO (2) OF THE FOLLOWING SPECIES WITHIN
THE LIMITS (IF THE DESIGNATED VEGETATED SHELF AT A DENSITY NOT LESS THAN
ONE PLANTING PER SQUARE YARD
SCIENTIFIC NAME
Pontederlo cordata Pld<�eretwweeed
Saggltaru tatifoUln/Sagotarle londfolla Duck Potato/Arrowhead
Iris vlr a Blue Flap
Lobe% cardlno.Us CarAnot Ftower
HWscus noschrutos Swoop Rose
Embankment shall be constructed of
uniform native material (free of excess
silt, rock or gravel, debris or vegetative
matter) compacted to 95% of maximum dry
density In accordance with ASTM D1557
(8'-12' Lifts)
No 5 Bar 'U' Strap `
(Coat w/ Bitumastic)
Outlet Pipe (Size and
Material per Drainage Plan)
12' No.
57 Stone
TrontmAnf- Dnnr'i - Cor-f-inn
Scale: None (Vertically Exaggerated)
nti-Float Block
(60 CF Concrete)
Emergency Spillway <100 yr. Flood Elev.)
\—Anti-Seep Collar \_—Outtet Protection
(See Detall) (See Erosion/Sed. Plan)
63.7
Pond Dimensions & Layout
Scale: ]" = 20'
W TRASH RACK
/(SEE DETAIL)
TOP
ELEV 'E'
PRIMARY WEIR
ELEV 'C'
5Q DIA, CORREGATED
ALUM, RISER
CONC .�' OUTLET PIPE INV
FILLS ELEV 'B"
BOTTOM
ELEV 'B"
x
z
E
v
un
Riser
L 54' MINIMUM
Anti -Seep Collar
PROPERTY
CORNER
4-3" ALUM
ANGLES
ALUMINUM TRASH RACK --_�
fE HICK STEEL
RISER
(SEE DETAIL)
6' DIA, CORR.
ALUM. �E
DR[LL 2_D" HOLE
IN END CAP - TACK
WELD HARDWARE CLOTH,.
SCREEN OVER ❑RIFICE
6' DIA.
END CAP
Trash Rack
RISER
(SEE DETAIL)
PROPERTY
CORNER
ALUM BAR
2' O.C.
TLET
Draw Down Orifice
REVISIONS
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ELEVATIONS
SCHEDULE
LOGAT113
DESCRIPTION
ELEVATION
Outlet Structure Details
'Al'
MAIN POND BOTTOM
42.00
Scale
SCALE: ASNOTED
'A2'
FOREBAY BOTTOM
43.00
'B'
'C'
PERMANENT POND
TEMP. STORAGE
48.00
49.88
DATE: 4/16/2007
'D'
10 YEAR FLOOD
51.45
'E'
100 YEAR FLOOD
51.64
PROJECT: 06-066
DRAWN BY: JC/DKN
SHEET 2/3

EXISTING ROAD
REVISIONS
EROSION AND SEDIMENTATION
CONTROL NOTES:
1. Sediment control devices and structures shall be installed,
maintained and amended as needed to provide effective
control of accelerated sedimentation until the contributing
watersheds are stabilized.
2. Construction Sequence:
A. Notify Engineer, Owner and Land Quality Section prior
to beginning construction.
B. Install stabilized construction entrances.
C. Silt fence shall be installed where shown and on all
down slopes of areas to be disturbed. Silt fence
shall be maintained until the area is stabilized competely.
D. Install Stormwater Pond where indicated. Divert all surface
drainage to Pond via temporary diversion ditches.
E. Complete rough grading activities. Maintain erosion control
devices as necessary.
F. Complete fine grading activities. Install road base course.
G. Stabilize (seed and mulch) those areas not to be paved
and/or built upon. Construct and stabilize (erosion control
blanket) vegetated swoles.
H. Maintain erosion control measures as needed to assure
full functionablility.
I. Upon stablizing site with permanent groundcover, remove all
temporary devices. Remove accumulated sediment from pond.
J. Seed, fertilize, and mulch all disturbed areas within 15 days
of completing any phase of the grading work.
K. Permanent groundcover for all disturbed areas within 15
working days or no more than 21 calendar days following
completion of any phase of grading.
3. Seeding Specifications
Install necessary mechanical erosion and sedimentation control practices
before seeding, and complete grading according to the approved plan.
Lime and fertilizer needs should be determined by soil test. Contact
NCDA for additional information regarding testing. When soil test are
available, follow rates suggested on individual specification sheet for
seeding mix chosen. Apply lime and fertilizer and work into 4-6 inches of
soil by disking or other suitable means. Operate machinery on the contour.
When using hydroseeder, apply lime and fertilizer to a rough, loose surface.
Complete seedbed preparation by breaking up large clods and raking into
a smooth uniform surface. Broadcast seed into freshly loosened seedbed
that has not been sealed by rainfall. Seed mixture shall be distributed
uniformly and covered with a clean straw mulch. All mulch shall be crimped or
asphalt tacked to help hold In place. Material and application rates are as follows:
Material Application Rate
Lime 1000 lbs./ac.
Fertilizer (10-10-10) 800 lbs./ac.
Mulch 1.5 tons/ac.
Permanent Seeding
Common Bermuda
(Unhulled Sept. 1 — April 1) 100 lbs./ac.
(Hulled April — Sept. 1) 75 lbs./ac.
"Rebel" Fescue 50 lbs./ac.
Rye Grain (Sept. 1 — April 1 only) 50 lbs./ac.
German Millet (April 1 — Sept. 1 only) 50 lbs./ac.
Temporary Seeding
Dec. 15 — April 15
Kobe Lespedezo 50 lbs./ac.
Rye Grain 100 lbs./ac.
April 15 — Sept. 1
German Millet 40 lbs./ac.
Sept. 1 — Dec. 15
Rye Grain 100 lbs./ac.
4. Contractor is responsible for maintaining all erosion control
measures and for amending measures as required to prevent
accelerated erosion from taking place on this site.
5. Once all areas have been stabilized, contractor is to remove
temporary erosion control measures, regrode, & mulch to
restabllize these areas.
6. For additional requirements, see the approved erosion
and sedimentation permit.
N
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CD
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AS RED'D
1 1
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LINE CENTER OF SVALE V/
EROSION CONTROL BLANKET
(CURLEX I BY AMERICAN
EXCELSIOR OR MAL). INSTALL
CIL 'r STONE LINING VHERE
SPECIFICALLY III BY
DRAINAGE PLAN.
Swale Detail
NO SCALE
rom
4�6����
Sediment Trap Detail
NO SCALE
ledule
PLAN VIEW
C
\ 11/2 D
RIP RAP 113 D INSTALL GEOTEXTILE
(TYPE PER FILTER FABRIC UNDER
PLAN) RIP RAP
5ECTION VIEW
1. D = INSIDE DIAMETER OR WIDTH
Or CULVERT
2, MINIMUM STONE THICKNESS TO BE
TWO TIMES SPECIFIED STONE DIAMETER.
Rip Rap Scour Pad
NO SCALE
ULWA%U T MWMff MWI
FMMD OR 101Awteli TD We
IS "M 4W OR rxr WILD •e[ NIOOID ORM / WWMm AL aP$ a r
M NR AT r O
PWMM D MU ON METAL FOM O D AMEND 7
10 WAR OR 1MM POM NTH M& a STAPLIX
MAN" ItrnWAe[ tEtW. ROIOK
eDaoNT Ttq t2ta s tua•D
an As OAE= BY INlET.•1011.
Sr
C01Wt IM SO L MW TAM BAOUI L
r MN AM — CARRY Ar Illy ;r MIND
impC A� IIOIaN
OFF ®r00
MIEM =ft ®M UP MO e0D POSISMW FINITE AYf10aL
BE r am koom
Silt Fence Detail
NO SCALE
PLAN NEW
t
1. Stme d , - Um AMA Well Ma. 2 (2-//r to 1' m AASHT0
daalanatlsl YAJ, aka Me. 2 ( 2-1/Y to 1-1/2'). Un
a �M aMna
2 Lmsa -Met Well . but Mel km den 50 last.
2. TAM - - Nat Ism erm sk (B) f 411 .
{. W it a Nee rNwN tbm el a f I a m pMnk a
D. wahq'- W manemsw�"� ilw be waned to
r•now mdtrlmt prior to mbmm ant pdAk dot-0--
bell, Wrm •e•dnD k ree,R shop be done m m
arm a•edtsW .Ntr = atme Much drape Into m
gpemd sediment bT pr eMnant bmIn. AN sedhimt
shop be A i AM mis" m) stann drabs, ~.
m ederaaase Dvwbh um of aanmaBe, pawl. baw6
W aM MFroaed melhaLL
�. tlaktm•me - The mbnlnm abet be a,ektabud In a
OWWO n ~ M peemt bmNq m nomp of
oo*a t mte pee• to -a -sax WA rosy nN-1
paN•e top dr..s.. eddRkrral skno in mMRIme
d•na w a w raw am pr dsmmt a my memures used to
bro baopN "s"mto public ryite-el-away m et bbe~nnno or
tnena•akly.
Temp. Construction Entrance
IT
12' MIN
NO
PMESUM
INSTALLED
ELEVATION
T•tSTAmt• W- AN VAm
-r STONE
Level Spreader Section
NO SCALE
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(L
SCALE: AS SHOWN
DATE: 4/14/2007
PROJECT: 06-066
DRAWN BY: JC/DKN
SHEET 3/3