SW7120302_APPROVED PLANS_20120423

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW Y_Z�242?lda
DOC TYPE
El CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD

map
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OWNER; EASTERN PRIDE, INC.
2405--F NASH STREET
WILSON, NC
GENERAL 'CONTRACTOR — STOCKS AND TAYLOR
CONSTRUCTION, INC
WASHINGTON, NC
- THE PROPERTY IS
SHOWN ON
FLOOD INSURANCE RATE
MAP 3720681200J,
DATED FEB
4,
2009 AND A PORTION
OF THE PROPERTY
IS LOCATED
IN
A SPECIAL
FLOOD HAZARD AREA
(LOCATED
IN
SHADED ZONE X);
THE REMAINDER OF
THE PROPERTY
IS OUTSIDE ANY ZONE
SUMMARY OF SITE:
GENERAL BUILDING INFORMATION
BUILDING USE: COMMERCIAL - RETAIL
BUILDING SIZE: 8000 SF
BUILDING INFO:7520 SF RETAIL
480 SF STORAGE
LOT SIZE 1.64 AC.
ZONING INFORMATION:
ZONING: C2
SETBACKS: MINIMUM BUILDING SETBACKS (UNLESS NOTED)
FRONT: 40 FEET
SIDE: 10 FEET
REAR: 20 FEET
SEE SHEET 0-002 FOR ENTIRE 517E BOUNDARY
UTILITIES:
WATER LINE — TOWN OF WINDSOR
WASTEWATER — TOWN OF WINDSOR
WASTEWATER SERVICE: 4" GRAVITY SERVICE
WATER SERVICE: 1" SERVICE LINE
ELECTRIC SERVICE- TOWN OF WINDSOR
(UNDERGROUND)
NATURAL GAS — : PIEDMONT NATURAL GAS
ALL NEW SERVICES SHALL MEET ALL
NC BUILDING CODE REQUIREMENTS
ALL EXISTING UTILITIES ARE SHOWN
BASED ON FIELD EVIDENCE
PRIOR TO ANY DIGGING NC ONE CALL SHALL
BE CALLED AND CONFIRM LOCATION AND SIZE
OF ALL EXISTING UTILITIES.
PARKING REQUIREMENTS
PARKING SPACES TO BE TYPICAL (9 FEET X 20 FEET) UNLESS
OTHERWISE NOTED
PARKING SPACES REQUIRED: 40
PARKING BUILDING CODE REQUIREMENTS: (1 SPACE PER 200 SF RETAIL )
PARKING PROVIDED TOTAL - 47
HANDICAPPED ACCESSIBLE - 2
HANDICAPPED ACCESSIBLE PARKING TO BE (2 EQUAL SPACES)
PER LOCAL CODE
VICINITY MAP
N
ow
CD
rQ
00
F"q
rA I.. Q ELECTRIC SERVICE �� j,'� { j ! CD
PROPOSED
1" WATER METER
O
W/ BACKFLOIN
PREVENTER
` I ASPHALT PARKING �-PARKING
{TVP}
TOP CB 10.18' ` ', a :, \
INV. CB 7.6
MBL 40'
TOP MH 10.41' I a j �- — - --- --- — _�
INV. MH 4.91' — —
EX. FIRE 1YDRANT y p
EX FIRE HYDRANT 230' TO PROPERTY
I
PROPOSED STORM WATER BMP
SEE SHEET C 003 FOR GRADING PLAN
4-
+ fI
4-
+ I
- +
FINAL PLANS
FOR REVIEW ONLY
NOT FOR CONSTRUCTION
PROP. 36' CONCRETE
DRIVE ENTRANCE
----- M �;� ,� ---- n ■ , j SAW CUT EXIST. CURB AND SIDEWALK
,: M
VIC;INI i Y MAH
(N.T.S.)
2" SURFACE COURSE
' e' ABC STONE
`-- COMPACTED SUBGRADE
1 TYPIC#L PA1fEMENT SECTION
Scale: Not To Scale:
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PAMLlCO ENGINEERING SERVICES, PLLC
LICENSE N0, P-0530
41
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PAMLICO ENGINEERING SERVICES
128 Abbey Lane
Washington, NC 27889
252-945-2983
pespllc@embargmall,com
11013
le: lit=20`
Sheet No.
C-001
;', �. I�
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mle
DRAINAGE AREAS
C
1, OBTAIN AND POST COPY OF CERTIFICATE OF EROSION CONTROL
PLAN APPROVAL,
2. CLEAR SITE ONLY AS NECESSARY TO INSTALL EROSION CONTROL
DEVICES AS INDICATED ON THE DRAWINGS OR SPECIFIED IN THE
SPECIFICATIONS,
1 ONCE EROSION CONTROL DEVICES ARE INSTALLED, BEGIN
CONSTRUCTION OPERATIONS.
4. MAINTAIN EROSION CONTROL DEVICES AS NECESSARY DURING
CONSTRUCTION. INSPECT DEVICES AFTER EVERY RAINFALL EVENT
AND CLEAN OUT RAPS AND /OR CHECK DAMS WHEN HALF FULL:
5, AS CONSTRUCTION PROGRESSES, INSTALL ADDITIONAL EROSION
CONTROL DEVICES AS INDICATED ON THE DRAWINGS, CALLED FOR IN
THE SPECIFICATIONS, OR AS NEEDED OR DIRECTED BY ENGINEER,
6, SEED AND MULCH DISTURBED AREAS AS STATED BELOW BASED
ON WORKING DAYS:
A. UPON COMPLETION OF ANY PHASE OF CONSTRUCTION
B. WHEN WORK WILL NOT PROCEED IN AN AREA WITHIN THE
ABOVE TIME FRAME,
7, AFTER SITE IS STABILIZED, REQUEST AN INSPECTION BY HE
ENGINEER. UPON APPROVAL OF SITE STABILIZATION, REMOVE
TEMPORARY EROSION DEVICES, DRESS OUT AREA AND SEED AND
MUCH, PERMANENT EROSION CONTROL DEVICES SHALL BE INSTALLED
MIRE�Pe6tKeTP� OWEAD SPREAD TOPSOIL 4 INCHES DEEP
OVER ADVERSE SOIL CONDITIONS, IF APPL#CABLE,
RIP THE ENTIRE AREA TO 6 INCHES DEPTH..
REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
REASONABLY SMOOTH AND UNIFORM,
APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND
MIX WITH SOIL,
CONTINUE TILLAGE UNTIL A WELL --PULVERIZED, FIRM, REASONABLY UNIFORM
SEEDBED IS PREPARED 4 TO 6 INCHES DEEP,
SEED ON FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH
SEEDING EQUIPMENT OR CULT[PACK AFTER SEEDING,
MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDING
WITHIN THE PLANTING SEASON, IF POSSIBLE, IF STAND SHOULD BE OVER
60% DAMAGED, REESTABLISHED FOLLOWING ORIGINAL LIME, FERTILIZER AND
SEEDING RATES.
NOTE:
CONTRACTOR SHALL PROVIDE A PERMANENT SEED COVER ON ALL AREAS
DISTURBED DURING CONSTRUCTION OPERATIONS, INCLUDING ANY DISTURBANCE TO
THOSE AREAS THAT WERE SEEDED DURING PREVIOUS WORK,
SEE SHEET C- 003 FOR DETAIL DRAWING OF GRADING PLAN FOR SITE, SITE
SPECIFIC EROSION CONTROL MEASURES SHOWN ON C-003
I► You iE keep t OtC ofR
PQRTING
It}�s� i.€��i?�+��ibti� and any
a Regular
Regular Ina�tic�tx are #aance
oorr ive acti s taken.
to ha it t i nearby
walorg, It you obss wilm `!t
�i't'i t;
1hat has + ft.osited in steam
_0
Yot must provide Poperationcar
wed�Ind, you must notify the
and maintenance riecessary to
Division of Water dilly
Maintain optimal performance �f
regional office *thin 24 hours
tcrmw ter controls, This means
and . provide written notice
Laura oorrWiire action if erosion
within 5 days (see # I on page C
and �iment control facilities are
of the General Permit). Please
i operating prowiyt 0peration
send a copy. of this
and maintename include, bw is
correspondence to the Division of
not limited to:
Lan Resources MR),
r Fiegul fly cleaning Out
NOMEEI
sedimentation basins
Take compliance, s rgouslyl
• Sterilizing erodedbanks or
Projects that violate Swrmwaier
it si re
Permit condWons andior have
s #R+�epaat¢¢tri#itgg c ring out i tet
unauthorized quality
L'i outlets. -
��qq #
���yys�raterfines-
inipagts are sobioct to f nee Gait'
a Repairing. piping, image
penallies of up to U5.0m,00
mid mechanical damage,
per day for each violoon may
• Repairing sift fence itrage,
its ass"s:
SITE STORM WATER DATA
0 1 PRE
0,07CFS
0 1 POST
0,13 CFS
OWNER: EASTERN PRIDE, INC.
GENERAL CONTRACTOR -- STOCKS AND TAYLOR
CONSTRUCTION, INC
SITE DRAINAGE DATA
AREA
1,64
i
IMPERVOUS AREA
79
TOTAL DRAINAGE
AREA
1,64
TEMP. POOL ELEV
8.5
EMERGENCY
SPILLWAY ELE
8,5
WATER QUALITY
VOLUME
4348
PERMANENT POOL.
SURFACE AREA
2977SF
1=MFRGFNT PLANTS
H. L: THOMPSON
and
R. V, THOMPSON
D,B, 644. PG. 175
1 st Tract
PIN NO, 6812-1 1-5171
ZONING C2
OUTLET
PROTECTION
CLASS
1 RIPRAP W/
FILTER
FABRIC
L=15'
W=10'
DA = 1,64 AC
010=
5,81 CFS
V10 =
3.66 FPS
Site Area '10I .: tt �ttcr*�.
Per; ter IK;�swalas, d.4chas Ana S apes i (says
i~imatrase Exc Stiolft
arm
ot*lty Watar (HO-W) Zones t :
7 da
t 000
�pas steer than
Slopes 31 of Hanec~ i
days
14,days
if 3t" or Less in Ienqftl and are cu3S
!;Ieeptf than 2-11,p14 days ate a.IifliR ed. _
7 ctsyq for s as greateVaan 6;t': in s&*gthP
ot4w areas w4h sue" ttaitlef thar€ 41
14 days
die, except. tot perqnetefs afid HOW Zones,
1. Temporary q0dIrtg
I.., ± t Q005
_Qr-T-Q9
A d�(A��
Qec 1 .Apr-15
Rye iGra+nj
120
Kobe Lespede2t
54
Apr, IS - Aug. 15
Gernw MIi)Bt
40
AMr1.5-DeC `.
Rye(C,rainI
E20
.Lime:
3,000
Fenilizer
10-'W-10
Sol}
Wvh
Straw
4,0W
2, R�riwent SB�g
L�qmhqqPam
UEA-
S
Sept. 7 m.OrA"3,
TaN FesraJe
200
Ri a (cpraibr)
25
Liars
4-000
Fef-Wtxer
10-10-10
1,€ 00
Mu€Gh
Straw
a.00D
yji Ok.W As.K ad to
TadEW OM a goofi
YY :.g At Xdpad e y
fe tr7 i 6h4:t+�a Saga #
- i t.arLKe 00 ftna sk4M
vagmal W am a
pma WW ig 1 W & 4
1 via 14 W room!
04 Vft 24 air on
MR10? 4q*rtAW-T!4., w,:>
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/ + �.
t. ! l l/ .16:7 HA 'ANI
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-
ti LVO6 HW dOi
9'L 80 'ANI
,8 k `0 k 80 dt31
LIMITS OF DISTURBA E
TO FOLLOW PROPERTY LINE
I z
III
rn
I
E
JOHN R. PIERCE
and wife
DEE L. PIERCE
0
D.B. 659, PG. 770
P.C. A, PAGE 934
PIN N0. 6812-11-$361
ZONING C2
Z
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Ji
r Storage - - Y < /�--=k£'9 8O 'ANI
Q, LP Tank
SEE DETAIL SHEET C-004
>T ,C
�S 86`S2'32'
' 140 69' j ;tr N
1
400, t3
+ -
+ + + t + + j
.. + + + + + N
ck
FORMAY2 3
I V/OLUME 3000 CF ;ti _ Z-
+ , DEPTH = 4'
1 + LIMITS OF DISTURBANCE I c
-�-'----- I � I 4 �` ►w--,S3L'S 8O 'ANI
TO FOLLOW PROPERTY LINE r to 9C[ e0 d01
+ + + + TRACT "'A"
' I
N
3.426 ACRES y
Il = h
. ` By Coordinates
Excluding R/W i
\ ZONING C2
SHALLOW LAND 4
HERBACEOU'S PLANTS 1�
PROP. SKIMMER BASIN i ;
�L=65'
W= 35' ,r
D= 3' LOT 2
\ I DA =1, 64 AC I Existing Asphalt
010= 5.76 CFS ,I Dave
f � N
\
TOP CB 7.54'
N $--�-- V \ _ - -� - I 1NV, C8 4.56'
v 1 13
1
I + � i � Sewer Pump
station
GPS CONTROL POINT/BENCHMARK
---- �� _ N- 2612262,475 FT.
E= 821 ,001 ,900 FT.
SHALLOW WATER
® ® EMERGENT PLANTS Elev. 7,38 FT. NAVD 1988
® W W
O O Q O O O 0 O O O O r O C: O O C
O O O O O O C, 0 O O O O O O O 0 O G 0 O
O G O O 0 O O C O O O 0 o O 0 0 O O O
SHALLOW LAND
HERBACEOUS PLANTS
0 24" O/C
1 DRIFT DETAIL —PLANT DISTRIBUTION
Scale: Not To Scale:
@ 24" OC
NOTES:
ALL PLANTS SHALL BE INSTALLED AS LARGE DRIFTS OF A SINGLE
PLANT SPECIES, UNLESS OTHERWISE NOTED, THE OUANTITIES PROVIDED
IN THE PLANT DS` FOUND ON SHEET C-04ASSUME THE PLANTS WILL
BE PROVIDED IN BAGS OF 50 PLANTS EACH AND PLANTED ON 24"
CENTERS IN 3 ROWS 24" APART PROVIDING 16 TO 17 PLANTS PER
DRIFT, SEE SCHFPviATIC DIAGRAM ABOVE,
PLANTS LISTED IN THE PLANT LISTING ARE JUST A FEW SPECIES WHICH
MAY BE USED, THE CONTRACTOR MAY CHOOSE TO LOOK IN THE
NCDENR BMP MANUAL CHAPTER 6 FOR OTHER VARIETIES OF PLANTS
WHICH MAY BE SU3STITUTED FOR THOSE LISTED, W REVISED PLANTS
ARE TO BE USED THE ENGINEER IS TO BE NOTIFIED
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PAMLICO ENGINEERING SERVICES, PLLC
LICENSE NO, P-0530
PAMLICO ENGINEERING SERVICES
128 Abbey Lane
Washington, NC 27889
252-945-2983
[e-mail]
,.1
11013
Scale: in = 30'
Sheet No.
C-002

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OWNER: EASTERN PRIDE, INC,
2405-F NASH STREET
WILSON, NC
GENERAL CONTRACTOR - STOCKS AND TAYLOR
CONSTRUCTION, INC
WASHINGTON, NC
- THE PROPERTY IS SHOWN ON FLOOD INSURANCE RATE
MAP 3720681200,, DATED FEB 4, 2009 AND A PORTION
OF THE PROPERTY IS LOCATED IN A SPECIAL
FLOOD HAZARD AREA (LOCATED IN SHADED ZONE X);
THE REMAINDER OF THE PROPERTY IS OUTSIDE ANY ZONE
ALL SPOT ELEVATIONS ARE OF EDGE OF PAVEMENT UNLESS OTHERWISE NOTED
CONTOURS ARE SHOWN IN 1' INCREMENTS
Incr.
Runoff Total
Total
Inv
Inv
INLET
Area
TotalArea
Coeff.
C x A
Rnfalint
Flow '
EIevDn
ElevUp
Grnd/Rim
(ac)
(ic)C)
(in/hr)
(cfs)
(ft)
(ft)
(fit)
DI 1
0.1
0.98.
0-3
0.8
7.2
6,34
6.5
6.82
9.5
D12
012
0.41
0.98
0;4
7.8
3.17
6.82
7.75
9,75.
DI
02
0.19
0.98
0.2
7.9
1.47
735
8
10
DI 4
0.3
0.47
0.98
0e4
7.8
2.94
7.92
9
11,25
DI
0.1
0.13
0.3
0
7.9
0,31
9.08
9.4
11.4
Pipe
_
Line
Total
Pipe
Slop
Inv
Inv
Grnd/
Line
Length
Flow
Velvc
Size
a
ElevDn
ElevUla
RimUp :
(ft)
(c#s)
(ft/s)
(in)
ft)
(ft)
(ft).
1
64
6.34
3.66
18.
0.5
6.5
6.82
1O.5
2
205
3.17
2.63
15
0.5
6.82
7.75
9.75
3
35
1.47
1.87
1.2
03
7.75
8
10
4
145
2.94 '
3.33
15
03
7.92
9
11,25
5
47
0.31
0.47
12
0.7
9.08
9,4
11.4
DRAINAGE NOTES
TOTAL SITE AREA DISTURBED =1.64AC
TOTAL DRAINAGE AREA = 1.6.4AC
TOTAL IMPERVIOUS AREA = 0,79AC
% IMPERVIOUS = 48, 54%
THERE IS NO OFFSITE WATER DRAINING ACROSS THIS
PROPERTY.
THERE ARE NO WETLANDS ON THIS PROPERTY,
VICINITY MAP
VIC,iINI I Y MAI-'
(N.T.S.)
N
GPS CONTROL POINT/BENCHMARK
\ N_ 2612262.475 FT.
z E821 ,001.900 ET. PROPOSED STORM WATER BMP
Elev, 7.38 FT. NAVD 1988 OUTLET PROTECTION SEE SHEET C 004 FOR POND GRADING
CLASS B RIPRAP' W/
TOP CB 7.78' o I FILTER FABRIC +
INV. CB 5,781"` 1 \ L=10' ,.
r + Iv
D = 18" + \
DA = 0,98 /"AC + PROP D SKIMMER BASIN
Q10= 5.�1 CFS
INV IN = 6.50
V10 = 3 66 FPS +
STANDARD DROP INLET #2 \ / Z `
N t 0 W/ INLET PROTECTION STANDARD DROP INLET #1
t`) RIM = 9.75 W/ INLET PROTECTION
n INV OUT = 7.75 / RIM = 9LD
-
1 0 r INV IN 7,85 INV OUT = 6,52
1 \ INV IN = 6,62 �QQ�
I 10. 0.8 C,RA E RAIN
1-7 205LF-15" HDPE STORM PIPE61
le
I
7 °
1 \ DUMS R ECHANICA
STANDARD DROP INLET #3 � � ; PAD
�. `
W/ INLET PROTECT#ON PA (24'X20'} _ �'
RIM = 10 12.84
INV OUT = 8 c!T . TSW -_ - ------
-
_
_ rr
_. .....
1 1 -
/ l I
TSw N , �s
TOP CB 8.46
INV. CB 6.31
Uj
� I
0
4 % _ I 12.6
I \`
2.8 TSW C
� i
1• /� SW/TA . o { 12,65 y m TAPER ASPHALT FROM
4� \ '~'- e . l TSW 4 T FLUSH TO 0.5' SHOW
u_
CD
0)
l r
l `
11.85 FINAL PLANS
TOP cB 10.18' > z, ` ? FOR REVIEW ONLY
INV. CB 7.63-< 1 ; i 1 , Y- NOT FOR CONSTRUCTION
TEMPORARY DIVERSION
SILT FENCE
INLET PROTECTION
OUTLET PROTECTION
WET POND AREA
CONSTRUCTION ENTRANCE
0 0' 4 0'
ce
40
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PAMLICO ENGINEERING SERVICES, PLD
LICENSE NO. P-0530
h.el< r;
PAMLICO ENGINEERING SERVICES
128 Abbey Lane
Washington, NC 27889
252-945-2983
[e-mail]
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11013
1 F' _201
Sheet No.
C-003
A 1 0
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- 4" PVC SCREW CAP
ynGr'/�"
2-
PLANT SCHEDULE
SHALLOW WATER
NAME
MIN
SIZE
SPACING AND
NO.
SWEET FLAG
150
24"
❑/C
LIZARD TAIL
150
24"
❑/C
S❑F-TSTEM BULRUSH
150
24"
❑/C
SHALLOW LAND
SEDGES
4,9
CI
150
24"
❑/C
U❑E PYE WEEK
4�9
C
150
24"
❑/C
SWAMP SUNFLOWER
4�9
CI
150
24"
❑/C
IN CHANNELS, ROLL OUT STRIPS OF
NETTING PARALLEL TO THE DIRECTION OF
�'I_OW AND OVER THE PROCTECTIVE MULCH.
t�w
OR NETTING IN A OVERLAP ,JOIN STRIPS BY ANCHORING
;H TRENCH. AND OVERLAPPING.
#NSTALLATION OF NETTING AND MATTING
PRODUCTS DESIGNED TO CONTROL EROSION SHOULD BE INSTALLED IN ACCORDANCE WITH
MANUFACTURER'S INSTRUCTIONS, ANY MAT OR BLANKETTYPE PRODUCT USED AS PROTECTIVE
MULCH SHOULD PROVIDE COVER OF AT LEAST 30% OF THE SURFACE WHERE IT IS APPLIED.
INSTALLATION IS ILLUSTRATED BELOW
i, APPLY LIME, FERTILIZER AND SEED BEFORE LAYING THE NET OR MAT, IF
OPENWEAVENETTING IS USED, LIME MAY BE INCORPORATED BEFORE INSTALLING THE NET
AND FERTILIZER AND SEED SPRAYED ON AFTERWARD.
2. START LAYING THE NET FROM THE TOP OF THE CHANNEL OR SLOPE AND UNROLL IT DOWN
THE GRADE, ALLOW NETTING TO LAY LOOSELY ON THE SOIL BUT WITHOUT WRINKLES --DO
NOT STRETCH,
3, TO SECURE THE NET, BURY THE UPSLOPE END IN A SLOT OR TRENCH NO LESS THAN 6
INCHES DEEP, COVER WITH SOIL. AND TAMP FIRMLY, STAPLE THE NET EVERY 12 INCHES
ACROSS THE TOP END AND EVERY 3 FT AROUND THE EDGES AND BOTTOM. WHERE 2
STRIPS OF NET ARE LAID SIDE BY SIDE, THE ADJACENT ED.,ES SHOULD BE OVERLAPPED
3 INCHES AND STAPLED TOGETHER, EACH STRIP OF NETTING SHOULD ALSO BE STAPLED
DOWN THE CENTER, EVERY 3 FT, DO NOT STRETCH THE NET WHEN APPLYING STAPLES.
4, TO JOIN TWO STRIPS, CUT A TRENCH TO ANCHOR THE END OF THE NEW NET. OVERLAP
THE END OF THE PREVIOUS ROLL 18 INCHES, AND SAMPLE EVERY 12 INCHES JUST
BELOW THE ANCHOR SLOT.
MAINTENANCE
INSPECT ALL MULCHES'PERIODICALLY, AND AFTER RAINSTORMS TO CHECK FOR RILL EROSION,
DISLOCATION, OR FAILURE. WHERE EROSION IS OBSERVED, APPLY ADDITIONAL MULCH. IF
WASHOUT OCCURS, REPAIR THE SLOPE GRADE, RESEED, AND REINSTALL. MULCH, CONTINUE
INSPECTIONS UNTIL VEGETATION IS FIR61LY ESTABLISHED,
f�:T�:l `ta:1Tl
BOTTOM ANCHORED WITH STAPLES
1. DRIVE STEEL FENCE POST AT
LEAST 18" INTO SOLID GROUND.
2. WOOD POST ARE NOT ACCEPTABLE.
STEEL POST
PERSPECTIVE VIEW
TEMP. SKIMMER BASIN
I..' V00
1' Sah 4t; *01!rpcitie t - t.�m.straps
\`y tau rat
m�� t 2 Y' o!'ef�i �
suRpuer i5y USER
SIdniter sftaml in
floating poaidoti
i s nose. i" 41let ;r HrAp on eider
Y tier-a6ea.maten�
onMAW "d detsion' crttaet"anta
Skin imw dart be attached to. a straight 4� sch 40 pre through Nte ant me, The pine may steed
to be amrnred ninths bottan at the connection soit �w secum Coupling can oe rerr,trad and
etas at'�rhetf to �uiiet usrttg tf a dreaded 2 �, Typtoal rnrsthcds used. gn ar2ata: eta uctura
a ste0 awhout tided Est t[`& tide ,% the bo t�stt side vgh a Z #itreadfad coupling or [eduowr,
on a wnueD� si vmm a rtlt a bs� or o*oe at the bmorn, use a s%m oate wth a tte� cut m t
and cQ Omg V-ehied to it that %00 f$ oaf;• the ho a in the eooerem and bct€ted to the sOucture Wth
saalattt gfout a 4' ovc pipe in n*Ae in the ccactete. to cored the sximrmi.
Uirrian�sorrr ate appratirte, tot irtertcie3d as p rs ;or mnsttsMctirsti..
3. Bair* (soW. not foam core pip,-) 41mvId be 1.4 ilk: Me 0*1h of water *th a rturiarrum
of T so ffic irk—lc-7 be pullod to"side trAma€r"n8M . If more ttsan'R *t g.tr eagttt.
rrray ltasa:ta baft to in t t �t[isb r lire kx'Teased t�yarrcy.
4 lrl t:t aAers ttpv..t from 2' i'r�xttttutn at* trtz I W Larret and hctse Swi-ei fs smatter ;c
reduce i uoyartoy and tertdemy to lift inlet but is sa[f "exit for Mwy Ovmgh tnW because e
slogs Tht. imW orffiGd cart tie €educed using the pw ored cutter p[aF oed to mrtlra€ tN .outflow
We.
5 Iniet is 4' pipes betwtrem tha straps. with alumh1im screen doorfur ac. a to the inlet and
ordire:msi
6 capacity.' 2W raft~ cL tm4 par day matiTmm wit'n', inlet and 2° head wen"an be [educed
frj rras:at g. a entailer as(m usino €ha plug aria wttet 'WootdeU to adjust flow rate tot tt e
gaitcutat b6sin volun* and:dmvidown *mfegA(ed.
7 Shipped assembled gear glues inlet extent s and barren, vWafs resit cu.s.orificte in plug
and aiWcites to outiet Pipe ar skrudure lntttfides RmVe hose; rape, o fte cuftet; eta:
MINIMUM 10 GAUGE
LINE WIRES
DESIGN OF SPILLWAYS
DRAINAGE AREA WEIR LENGTH'
(ACRES) (FT)
1 4.0
2 6.0
3 8.0
4 10.0
5 12.0
1 DIMENSIONS SHOWN ARE MINIMUM
JUTE NETTING
JUTE SUPPORTED WITH TOP
WIRE BETIGIE-EN STEEL POSTS
SEDIMENT PIT
EXISTING
ROADWAY
8'-0" MAXIMUM
VARIABLE AS OIRECTED BY THE ENGINEER
IT
! SILT FENCE FABRIC
INSTALLED TO SECOND+-
WIRE FROM TOP,
POND PLANTING NOTES:
PERIMETER SLOPE ABOVE 10' SHELF
SHALL BE PLANTED IN GRASS PER THE
FOLLOWING SPECIFICATIONS:
TALL FESCUE 80 LB/AC
PENSACOLA BAHIAGRASS 50
KOBE LESPEDEZA 30
SEEDING DATES
FEB 15 - APR 30
SEPT 1 - OCT 31
AMMEND SOIL WITH LIME AND FERTILIZER PER
SOIL TESTS
MULCH - 4000 LB/AC GRAIN STRAW OR
EQUIVALENT COVER OF ANOTHER SUITABLE
MULCH
THE 10' SHELF SHALL BE PLANTED IN
AQUATIC TYPE PLANTS AS FOLLOWS:
HERBACEOUS PLANTS IN 4.9 CUBIC IN
CONTAINERS AT 2' SPACING
SEE PLANTING SCHEDULE FOR PLANT TYPES
ALL PLANT TYPES SHALL BE USED IN GROUPS
AND EQUALLY GROUPED AROUND THE SHELF.
50 PLANTS / 200 SF SHELF SEE PLANT
DISTRIBUTION DETAIL ON SHEET C - 002 FOR
MORE DETAILS ON PLANTING
ALL PLANTS INSTALLED IN AREAS NORMALLY
COVERED BY WATER SHALL BE INSTALLED
BETWEEN APRIL 1 AND AUGUST 1.
INSTALLATION AFTER THIS DATE ENTAILS AN
INCREASED RISK OF FAILURE AND MAY ONLY
BE PERFORMED UPON MUTUAL AGREEMENT
BETWEEN THE INSTALLATION CONTRACTOR AND
THE OWNER.
MUM 12-1/2 GAUGE
RMEDIATE WIRES
STEEL POST
WOVEN WIRE FABRIC
SILT FENCE FABRIC
o �
FILL SLOPE
N �
GRADE V MINIMUM COVER
o OVER SKIRT
ANCHOR SKIRT AS DIRECTED
BY ENGINEER =
51DE VIEW
USE SILT FENCE ONLY WHEN DRAINAGE AREA
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
' FOR REPAIR OF SILT FENCE FAILURES, AREAS OF CONCENTRATED FLOW.
USE No. 57 WASHED STONE FOR ANCHOR
WHEN SILT FENCE IS PROTECTING
CATCH BASIN. � �`-
STANDARD TEMPORARY SILT FENCE
PLAN VIEW
mommr ...► R�
ouumuiwiii
on i. i..i.i.il ■.19
0.1111.1
s.:.::• .z,.
..:; ,.:«
■ ■ -- ■i.t tit•.IF
f -�
■ ■ Illliii■ it ■illl'
MI. Mani
Mann
0
x .}
TOP
WEIR
PROPOSED OVERFLOW
STRUCTURE
TOP 9,0
INV 1.5" ORIFICE=7,5
',Nf2" SKIMMER ATTACHED AS LONG AS BEING
USED AS A SEDIMENT BASIN
T❑I1 [IF SHELF EL 8.0
�— BOTTOM ❑F SHELF 7.0
TOP OF BERM 7 5
TOP OF POND EL. 10
TEMPORARY STORAGE EL, 8.5'
341 SIDE SLNPES ON
TEMPORARY ST❑RAG ALL POND BANKS
Use treated supports if 9607 CF
needed for overflow pipe.
5' F❑REBAYC total) 30DQ GF
PERMANENT POND VOL
- i 11,OS6 CF
1 sEI 111 NT STIORA E BOTTOM OF FOREBAY EL. 3.5
/ 2'X6- FOOTING WITH 1 ' BOTTOM OF POND EL. 2 � 10' VEGT SHELF
#4 REBAR TO TIE i
/ WALL TO FE30TING 10:1 SLOPE
SE: iUSr ET �]ETA1
1Q'
EL. 9'
POND PLANTING NOTES CUNT.::X7F
o
CONTRACTOR SHALL TOP DRESS THE ° G- a
PLANTED SHELF WITH GOOD SOIL
MATERIAL TO SUSTAIN THE LIFE OF THE
PLANTS DURING PLANTING.
STANDARD METAL POSTS 2'-0" IN GROUND
GALVANIZED HARDWARE WIRE
57 WASHED STONE PLACED TO A HEIGHT OF
lr-18" MINIMLM ABOVE TOP OF BOX
35' MIN.
15' MIN. NEW CONSTRUCTION
LFABRIC LINDER STONE
CROSS SECTION
STANDARD CONSTRUCTION ENTRANCE
12" MIN.
NOTES:
1, STRUCTURE CAN BE BUILT FROM 8"
SOLID CONCRETE BLOCKS
2, SUB GRADE SHALL BE SUITABLE FOR
STRUCTURE AND COMPACTED,
3: PLACE 6" CLEAN STONE UNDER
STRUCTURE FOR SUPPORT
4, PLACE CLASS 8 RIP RAP WITH FILTER
FABRIC ON DOWN STREAM END OF OUTLET
DRIVEWAY EN7RANICE 1M11H
ASPHALT DRIVEWAY iAAXIMM F"OOMMOM G
ENTRANCE 97H b" ABC WOW 3'—D'
MI D s' ZT ,
x
PA
s'-o• V-ar
TYPICAL SECTION
mm
1. CURB SHALL K TAPERED 70 FPM FWSH W TH SIDEWALK~
2. W WNRi RADIUS SHALL NOT D CROACH ON ADAAMT PROPERTIES BASED ON A PROEC7'ION OF 'll•E
PROPERTY UNE FROM THE WHT OF WAY TO THE CURB LINE.
3. SIDe7M JX SEC'IM SHALL NOT BE REQUF&D ALONG S'7REETS MGM ARE NOT PLANM FOR SIDE WALK,
PIPE OUTLET TO FLAT AREA -
NO WELL DEFINED CHANNEL JD` 0—
J
o oo
�� GC�oQ� 0C
0 0
�> ,C 6S
� 00
o �oDo °Q� o
o° Ott 0 o '
--- 0�Ooo0 o
I
0 00
C)�
�0�) Qo�
L —�
PLAN
DRAW DOWN
DRAW DOWN DEVICE OUTLET EL7.5
OVER FLOW STRUCTURE
Scale: Not To Scale:
F12!-B*
DRIVEIM ASPHALTAL
t ENTRANIX
--
L PEXISW Al E
OF
PLAN MEW
t B=& AID MDUS IM DRIVEMKAYS TO BE A YAMWI OF 35 FEET
CONiItElE SHALL BE 3WO P.S.I.
VA7MON 'B' Ir OS ELEVA7KIN 'A" EQUALS 1 MR
PIPE OUTLET TO WELL-
RIPRAP MIN �C
CLASS DEPTH (d) PLAN
A 9'
B 1' - 6"
1 2' - 2"
2 3' - 0„
L �j
%bpO�
SECTION THRU PIPE SECTION THRU PIPE
NOTES: 1. La IS THE LENGTH OF THE RIP —RAP APRON,
2. do IS THE NOMINAL SI?E OF THE OUTLET PIPE,
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 Off" THE BANK, WHICHEVER IS LESS. WIDEN CHANNEL AS
NECESSARY TO ACHIEVE REQUIRED WIDTH AT DISTAN"E La FROM OUTLET RIPRAP ENTIRE DISTURBED
PORTION OF THE CHANNEL,
4, A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIP -RAP AND SOIL FOUNDATION,
RECEIVED
Not
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO ENSURE
CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD
IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE
STONE, THEN THE TIRES OF THE VEHICLES MUST BE WASHED
BEFORE ENTERING THE PUBLIC ROAD.
pN/q-WARD
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a
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4/1.9/12
Rtti[t>Irttrt"
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SEAL
20212 ' z=
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PAMLICO ENGINEERING SERVICES, PLU
LICENSE NO. P-0530
_ r 'v
PAMLICO ENGINEERING SERVICES
128 Abbey Lane
Washington, NC 27889
252-945-2983
[e-mail]
12004
nts
No.
C-004
i -
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