SW7120101_APPROVED PLANS_20120306

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD

71 z
DRAINAGE NOTES 1 DRIFT DETAIL -PLANT DISTRIBUTION
Scale: Not To Scale:
TOTAL SITE AREA DISTURBED=1.53AC
TOTAL DRAINAGE AREA = 1.53AC
TOTAL IMPERVIOUS AREA = 0..66 AC
IMPERVIOUS = 43.29%
®
e
THERE IS NO OFFSITE WATER DRAINING ACROSS THIS
;
PROPERTY.
THERE ARE NO WETLANDS ON THIS PROPERTY.
all
0 0
0 0
0
0
0 0
0 0
0
0
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EQSIQN,.. S ly BOL CONSTRUCTION ' EQuENCE
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.
3. 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
AND APPROVED BY ENGINEER,
CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 4 INCHES DEEP
OVER ADVERSE SOIL CONDITIONS, IF APPLICABLE.
RIP THE ENT€RE 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 CULTIPACK 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. 1F 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.
ALL SPOT ELEVATIONS ARE OF EDGE OF PAVEMENT UNLESS OTHERWISE NOTED
CONTOURS ARE SHOWN IN 1' INCREMENTS
SHALLOW LAND
HERBACEOUS PLANTS
Q 24" O/C
NOTES:
ALL PLANTS SHALL BE INSTALLED AS LARGE DRIFTS OF A SINGLE
PLANT SPECIES, UNLESS OTHERWISE NOTED. THE QUANTITIES PROVIDED
IN THE PLANT LIST FOUND ON SHEET C--003 ASSUME 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 SCHEMATIC 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 SUBSTITUTED FOR THOSE LISTED. IF REVISED PLANTS
ARE TO BE USED THE ENGINEER IS TO BE NOTIFIED
OWNER: EASTERN PRIDE, INC.
GENERAL CONTRACTOR - STOCKS AND TAYLOR
CONSTRUCTION, INC
SITE DRAINAGE DATA
AREA
1
IMPERVIOUS AREA
0.66
TOTAL DRAINAGE
AREA
1.53
TEMP. POOL ELEV
33.5
EMERGENCY
SPILLWAY ELE
33.5
WATER QUALITY
VOLUME
36.63
PERMANENT POOL
SURFACE AREA
6329 SF
MM.IIV MMII iTfY' RiY Y.IiM+F#} V!Miv
and se#knent carol iaa are
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of ow nerd,#. Perm), phnse
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andm j��
send � �o � I this
n copy.
/�/�p '�,Jp'� �:�_p5�y{� �ylp
* to the Division i-�o
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Land i aumm ���..�iji
.
+fl6e 1lt+�ttt1
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Rlt cleaninq out
Pwime*r df * sl
7 d
is
sedime. oWon basins.
Take 'Comphame serioustY!
AL'AaHlIzing arark-A bw*s or
pmQwqaAhz4t Witte-C*mmw=tAr
AMf I3 Aigaray iN fifes+'} ton
78aws
twwka
Sp tmy Clt rBs,
Permit oon.ditim ar c: ha
N �.�re {� .�r in ie�ttt f�gf.arg� .
woem..g o1:l�it�F3�3'
13nautheri `e water gttafif t
#Fan-3;t
days
sto"w than 2:1, 114d -are WbMlod- .
aw 0. U#eft.
Impac s are subjW to lines. Civil
Rat# Win#,
of up to sm#10-00
lam. S10. # rrr €�tter
14 des
7 days for slop" greater than SW in kNVth.
a ftwhaftW :.
Rooting elk lerim dw
ppw day htr' mch vkutfm may
Ail other area wd-- WopeS framer OW41
14.tap
Noses � far ors. and fir Zones.
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.� ..� -Y,- �-, �N . 7 �� r .. � � ,
SITE STORM WATER DATA
Q 1 PRE
0.07CFS
Q 1 POST
0,10 CFS
1Aara�apts�h>�k+t�nr��t't
�
'Cvl i
f � IA
� COIl �: a Em
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7 ad 14 do1. rM4
gold Wb 0 ft* *w gr�
*+
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+:gi. ar
gar Srauesu
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.
max,
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1�
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AN Aw.]Nn aF&Ipw
11102 *0016t t
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ynlx r*"2qu* r t
...
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f kyd d a4n
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j 4wwgd *w p1 t bFd*
ww mm om 04 who
I A ddlAGii.pkgpgE
*it atii.W5@'11Eossw.
*8amOr or
gM716@.1 1 .
.d'0m & dam u*0 AD
04" 'll� � i 1-wt >>:'
o rrting
m. a srx�lg pdar
_9
i 9d apt}. et +�
:STGI<SIA]ltg�F.. _
w16Wi&ap�.
i0{(411
4>; Two"" Sam
Dec i -Asx'. 45 ftye. tGr )
120.
Kobe LwWadm
Sri
TEMPORARY CHECK DAM
Ap(.15 • AW 15 CIMM Mft
40
mom
SILT FENCE
AS -Doc F61eMrsh)
1.26
0 0
Fier 10-1d-10
sou
F�
INLET PROTECT{ON
st"m
4,01�O
�> .P.erw� Seoling
OUTLET PROTECTION
T
Sept. I = Ott 31 TaN Fewme
aoD
fqv$ )
.25
WET POND AREA
Lkm
4P00
Ferataff 10.10-10
1,000:
Mukd+. &am
4"
CONSTRUCTION ENTRANCE
SHALLOW WATER
EMERGENT PLANTS
@ 24" OC
14 OUTLET PROTECTION
CAD3 CLASS B RIPRAP W/
FILTER FABRIC
L=10'
W= 5'
D= 18"
DA = 1.53 AC
Q10= 8.05 CFS
INV OUT = 30
10
Lit
PROPOSED OVERFLOW
C003 STRUCTURE
TOP 33.72
INV 1" ORIFICE=33.0
INV OUT 15" = 31
i
S 89003'35"W 215 00'
11 PROP. SEDIMENT TRAP
CDti3 L= 90
W=43'
D= 3'
DA =1.53 AC
010= 8.05 CFS
LIMITS OF DISTURBANCE
TO FOLLOW PROPERTY LINE
15" RCP W/ FES
.
..
_". `_' _".'.'. °.".'.
12
��r�r���l�rwrwt
�.'
-
CODS
'
30.0
`r1
137.9
34.00
€ ' /
SHALLOW LAND
HERBACEOUS PLANTS
f fi
-
�I !
STANDARD
DROP INLET
i
I
W/
INLET PROTECTION
Fir
SHALLOW WATER
( !
RIM
INV
= 35.4
OUT = 33.06
7714--
EMERGENT
PLANTS
INV
IN = 33.26
f
-
INV IN -
32.75 F,
1
41
34.0
INV IN = 33 ♦
i
rf `I
Iy Q0
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i.6.1
35.0
13
U
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36.06
FOREBAY
1
35.74
VOLUME 3004 CE
70
O
1
36.0
DEPTH - 4
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36.49642
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PROPOSED
BUILDING
°°
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FIFE -=
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OF DISTU BANC ; 1
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PROP. 10' MONOLITHIC SIDEWALK
rgV45
FOLLOW PROPERTY LINE ? j cn TSW
36.45
1 O
TBM I j I cv
RR SPIKE "r 1T
ELEVATION 36.75' ,' 1/� 9 .
to 36.0 36.21
f ffr, STANDARD DROP INLET 13
j 1 r J i W/ INLET PROTECTION
RIM = 34.5
INV OUT = 33.41
135.0
1
j 1
C95
35. CONSTRUCTION - -
J rf , ENTRANCE 8 ` 29 \
'35"E 15.00'
I -- - Z 35.25 N 8 03-�
. ...... -1-� _ -3 -- -�� -- -� _-_.------- -- _ -- - - - - ----
i 1' 33.00-
_---�--- _ _-V;nn--__ _ - ___--..._ _ _ __------- _
- r- --- - :!
- -- -- - - - -- 34.00---- - --------- -� -- - ----- - - - --_-
��_--------- ---
--- -- _ --
L= RCP w/ FES IN ��
INV INN = 31.82
INV OUT = 31.62 US
- 158
i''I'll'',
Ljjjj���
OUTLET PROTECTION VARIABLE ROW
- - i CLASS B RIPRAP W/ `l- - - - - -35.0
FILTER FABRIC �� COD3 --- --- ----------
--
-
---------- - - ---- -----_ --.- -1--t-=- To -- ��-------- ��- _-- �`� ----- -�� �\ - _ -�
D= 18" �� I
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PROFESSIONAL SEAL
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PAMUCO ENONEERING SERVKZ% PLLC
UCENSE NO. P--O5M
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PAMLICO ENGINEERING SERVICES
128 Abbey Lame
Washington, NC 27889
252-945-2983
pespllc c@embatc#mall.com
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Ile No.
11013
Scale: 1 N ; 20`
Sheet No.
Ct�trr002

Sw 71 zo /o/
Mae -.
PLANT SCHEDULE
SHALLOW WATER
NAME
MIN SIZE
SPACING AND NO,
SWEET FLAG
150 24" O/C
LIZARD TAIL
150 24" O/C
SOFTSTEM BULRUSH
150 24" O/C
SHALLOW LAND
SEDGES
4.9 CI
150 24" O/C
JOE PYE MEEK
4.9 CI
150 24" O/C
SWAMP SUNFLOWER
4.9 CI
150 24" O/C
INSTALLATION 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.
t. APPLY LIME, FERTILIZER AND SEED BEFORE LAYING THE NET OR MAT, IF
OPENWEAVENETTING IS USED, LIME MAY BE INCORPORATED BEFORE INSTALLING THE NET
AND FERTILIZED 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 EDGES 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 15 OBSERVED, APPLY ADDITIONAL MULCH, IF
WASHOUT OCCURS, REPAIR THE SLOPE GRADE, RESEED, AND REINSTALL MULCH.. CONTINUE
INSPECTIONS UNTIL VEGETATION IS FIRMLY ESTABLISHED.
1 TEMP. DITCH LINER
Scale: Not To Scale:
I,
4 SWALE TYP
NTS
TOP ELEVATION OF STORMWATER
i WASHED
STONE
EXISTING SLOPE
SIDE VIEW
FRONT VIEW
lO STANDARD CHECK DAM
Scale: Not To Scale:
STEEL POST
EARTH BERM-,
BOTTOM ANCHORED WITH STAPLES
Ni
1. DRIVE STEEL FENCE POST AT
LEAST 18' INTO SOLID GROUND.
2. WOOD POST ARE NOT ACCEPTABLE.
#1 RIP -RAP
PERSPECTIVE VIEW
------_._ 0.5'-11
MAX.
1 a
:f1
IN CHANNELS, ROLL OUT STRIPS OF
NETTING PARALLEL TO THE DIRECTION OF
'_OW AND OVER THE PROCTECTIVE MULCH,
DR NETTING IN A OVERLAP JOIN STRIPS BY ANCHORING
H TRFNCH, AND OVERLAPPING.
MINIMUM 10 GAUGE
UNE MARES
1' Vat
0mal <£. ftYa#iw,rlip +ttwrvrrxr+ WOO
dr[rei9r'a�n• ,,�
'"s1#PPUEC BY USER' �£
I
:r`ium3�sr ahomr ir.
fwtmg pc6ition
ll t.K-hc�e::sq�rrn� �"� 2" H"cr�earieesa#a
ahrsa€3l�tl mrie Rl;ag ezter�n' �fknet and ontoa I
tet e!ta
i .:i6cirs r ix+n Le t to a rAna ttt. a° seF Aa p {za thtaugh !hG dam dut the P+PF rmy Reed
tD be ancG'Ved to"bottom at the $044 secoze i:buplfr'rg earn be rrrmo-ed ant
hose antsaso to out%t using the rgeadedz f rh q. Typieat rmtfiada used: on a meta: strut is
a steel stuboirt eweded On N! Skis at the how srde v Oil a 2` thfeaded coupling bi fedri es
I on a vAh oh* or uf)f',ca "the hottori,. usa aMeal platR vAh-a.hv * cut*'t.
and taup inq wok ed tot that writ ii *Ve. t>'- bQx. M the r(;0C Ae slue Luked fa thestrtak ra v
140, grW a A pvc pi"in a hoi l n the c oMN to W cQnlrW the skcyrww.
2.. Vkr&r . are approXi-tale r.01 in.eftdod as ptam for ocK WtNciicn
E 3: k3afre t5�ad tfOi fo:3TltAre poke} $d #?8 i 14rnES the deppi Df K�t�? YNtYr 8 t'srinirtar#m
W)gth of s' tan tm fntst can be pelted z the rwo for rndr�rtan4ne. 4 tl�rrk'e than$• Iprsq Weil# 2
may hire to aid try inlet tc ,;o nitor the rna;te. a Woyaocy.
A. In e1 tapers domr from Id. a 1 W trattel and fay. buffet 1s arntaftw to
Pedwe buoyArcy "d tertdeu:.p to IM inlet but es sutf cierrk rOT ;:larar t- .ough -"mt Wa" vt
slarre R#r znleiar9ioa� car h rtsacsd using tfie piu4 Aridf48r ptaifded in tnti�1 tha aisffr
iota
S Irdet is 4` ppa.betwowi the straps Weft#aluminum screen hoer #ora'o, St io.Hue RA& 0114
wi#rce rnsde
6_ Capactty 3,28� cub4c, feet pt, day mwir um vAb 7 inlet and 2' head. €let can be reduced
by 4'tuli ng.aa Sm21€0r of to using: the plug and Baiter provided to 6aWliast k w rate rw the
peg ekAw bads ualu-ne grid omwrsorr brie €e4ui"W.
?. S4tpped ssoem Wed Usergiues OW ez:errAon and barrel irla is vent, cuffs i> mce in P4uQ
amid. *0%4-mOlo outlet tn,'te.or.wuccture. fnefudes tier .W.e hase, rope; office MAtel, etc
NOM HEIGHT & WIDTH DETERMINED BY
EXISTING TOPOGRAPHY AND
SEDIMENT STORAGE REQUIRED.
tAP KEY RP RAP INTO THE DAM
FOR STABILIZATION.
DESIGN OF SPILLWAYS
15 SKIMMER DETAIL
Smote: Not To Scale:
DRAINAGE AREA
WEIR LENGTHI
(ACRES)
(FT)
1
4.0
2
6.0
3
&0
4
10.0
5 12.0
1 DIMENSIONS SHOWN ARE MINIMUM
JUTE NETTING
JUTE SUPPORTED WITH TOP
MARE BETWEEN STEEL POSTS
11 TEMP. SEDIMENT TRAP
Scale: Not To Scale:
SEDIMENT PIT
PLAN VIEW
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 IE
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 - OO2 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,
VARIABLE ASWC %E ENGINEER
SILT FENCE FABRIC
INSTALLED TO SECOND
T DETAI
4" PVC SORE* CAP
„C TEE
PORARY STORAGE
a
V'V/ 2" HOLE DRILLED
PROPOSED OVERFLOW
STRUCTURE
TOP 33.72
INV 1" ORIFICE=33.0
W/ 2" SKIMMER ATTACHED AS LONG AS BEING
USED AS A SEDIMENT BASIN TOP OF SHELF EL 33.5
INV OUT 15* - 31 BOTTOM OF SHELF 32.5
TOP OF FORE BAY
/ ! BERM 32,5
TFMPQRARY STORAGE EL 33.5'
TEMPORARY STOR
----------- S14 T-EL-33-0----- _3920 CF
-
t 5" RCP
5 PERMANENT POND VOL
18,584 CF
10' VFGT SHELF 1' SEDIMENT STORAGE
10:1 SLOPE BOTTOM OF POND EL, 27,5
2 WET POND CROSS SECTION
Scale: Not To Scale:
POND PLANTING NOTES CONT.:
CONTRACTOR SHALL TOP DRESS THE
PLANTED SHELF WITH GOOD SOIL
MATERIAL TO SUSTAIN THE LIFE OF THE
PLANTS DURING PLANTING.
STF�L POST
WOVEN WIRE FABRIC
SILT FENCE FABRIC
3'-O� n
,i�� FILL SLOPE
MINIMUM 12- /2 AU
INTERMEDIA W I
I� i 1•
GRADE 6" MINIMUM COVER
2'_ O. OVER SKIRT *
ANCHOR SKIRT AS DIRECTED
BY ENGINEER
SIDE VIEW
1�4IE:
USE SILT FENCE ONLY WHEN DRAINAGE AREA
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
• FOR REPAIR OF SILT FENCE FAIES. AREAS OF CONCENTRATED FLOW.
LUR
USE No. 57 WASHED STONE FOR ANCHOR
WHEN SILT FENCE IS PROTECTING
CATCH BASIN.
A92H&T DF4'&'WAY
ENTRANCE KM fir ABC 9MME
AWD r AV"ALT
TYPICAL SECTION
MAXINgN
TOP OF POND EL. 34
z/ 3:1 SIDE SLOPES ON
ALL POND BANKS
FOREBAY(total) 3350OF
10' VE-T SHELF BOTTOM OF FOREBAY EL, 30
10:1 SLOPE
64„ LP 3. NtER
EL 33.72
0. C.
E, W.
3 OVER FLOW STRUCTURE
Scale: Not To Scale:
OVERFLOW STRUCTURE TO BE CONSTRUCTED AT TIME OF
BUILDING THE WET POND AND USED AS A TEMP SED
BASIN. PRIOR TO INSTALLATION OF THE DRAW DOWN WEIR
ALL SEDIMENT SHALL BE CLEANED OUT AND DISPOSED OF
OFF SITE IN AN APPROVED SITE,
1. CURB MOLL BE TAPERED TO FHW FLUSH WM SWWALK.
1 STANDARD TEMPORARY SILT FENCE z. BMW" RWM SHALL NOT ON ACJACEMT PROPER7n BASH ON A PROJEcnoM OF lrK
Scale: Not To Scale: PROPERTY LNrE FROM TIE ECK OF WAY TO I!E CURS LNE
3 SSD AU 8EC" Si&L MOT BE RDpIJNWD ALONG gntM S *#W ARE MOT PLA14M FOR SKIE"K.
PIPE OUTLET TO FLAT AREA
NO WELL DEFINED CHANNEL 0c,
EXISTING ROADWAY
8" MIN.
25' OR WIDTH OF
PROPOSED STREET,
WHICHEVER IS
GREATER,
i 'i '• 1 'i i
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sr.aain
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r�rr mow:
# 57 WASHED STONE PLACED TO A HEIGHT OF
12'-18" MINIMUM ABOVE TOP OF BOX
13 INLET PROTECTION
Scale: Not To Scale:
35' MIN.
15' MIN. NEW CONSTRUCTION
12` MIN.
c
M,
PLAN
1 -'C YNWM B *
RAW
ASPHALT A*
Y ...r ..
PAVEMO fE>fl6E OF
PLAN VIEW
-00MM RCIAL AND RUX)STRIAL ON EVAYS TO BE A MAXWM OF 30 FEET MMOE.
-ALL 000MN 9tIA k BE 3000 P.&L
+-El"AI M 'r MMM E1.EVA7CN rAr EMALS 1 NM
STD. DRIVEWAY ENTRANCE
Scale: Not To Scale:
PIPE OUTLET TO WELL-
PLAN
La
99
SECTION THRU PIPE SECTION THRU PIPE
NOTES: 1, La IS THE LENGTH OF THE RIP -RAP APRON,
2, do IS THE NOMINAL SIZE 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 OF THE BANK, WHICHEVER IS LESS.. WIDEN CHANNEL AS
NECESSARY TO ACHIEVE REQUIRED WIDTH AT DISTANCE La FROM OUTLET. RlPRAP ENTIRE DISTURBED
PORTION OF THE CHANNEL.
4, A FILTER BLANKET OR FILTER FABRIC SHOULD BE NSTALLED BETWEEN THE RIP --RAP AND SOIL FOUNDATION.
�--FABRIC UNDER STONE NOIES;
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO ENSURE
CROSS SECTION CONSTRUCTION ENTRANCE IS USED.
STANDARD CONSTRUCTION ENTRANCE 2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD
����Sc�_aleNot
IS NOT REMOVED BY THE VICEHIt� TRAVELING OVERTHE
STO. THEN THE TIRES OF THE VEHICLES MUST BE WASHED To Scale: BEFORE ENTERING THE PUBUC ROAD.
RIPRAP
CLASS DEPTH (d)
A 9"
B 1' - 6"
1 2' - 2"
2 3' - 0"
14 OUTLET PROTECTION DETAIL
Scale: Not To Scale:
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20212 ; ?;
PAMUCO ENGINEERING SERVICES, P
LICENSE NO. P-0530
PAMLICO ENGINEERING SERVICES
128 Abbey Lane
Washington, NC 27889
252-945-2983
[e-mail]
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Stile: 111 i 20'
IShMt No.
C-0031
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