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INSTALL EROSION CONTROL BLANKETS IN Z ► (0 Z Z O
SWALE&CUT SLOPES,NORTH AMERICAN C'9 tr
. 4 Z Z Z �-
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INSTALL EROSION CONTROL ESTABLISH GREEN STURF N75BN OR EQUAL .�•.r4 .:, ..5._ ':, "_ q O O
' BLANKETS IN SWALE& 1.
. - CUT SLOPES,NORTH AMERICAN i'SWALE CZ` }=-.
�' :a _ GREEN S756N OR EQUAL CUT SLOPES& WIDTH 12'TOTAL WIDTH _ OUTLET FROM DET.AREA O F' O O O O -
�11. SWALE SIDES&BOTTOM
irr_ 5 MIN. 5 MIN. 2-3'r/o CROSS SLOPE •.' . " 8"MIN.6-8"RIP RAP EXTEND LEVEL _ I ~ O J � ~ � U
}' , SOUTH SM y..
I
Q'
{ w _ ..
L'' I GRAVEL DRIVE 1 1 of calve ,, W Q W W
I
i !,.____! X ... �. . O
a •6
N_
LISH TURF CL
,. . . --- ::__.. ,.. _.. -I i I--I :•�:"�
i t<M ,. _ - - - - - M=F11
-P11111
- - - - - w w- W to
ON CUT SLOPES ---.; :... __: : �. 11. t I-- __ - - - - - _ - STONE APRON.;:. „_._, { cn
= __ III I I I I I III-I I {mil I I�I I I � '
� -
.:. ,:< .,-_:. .•; : - o F GEOTDCTAE FABRIC TENCATf L7. Q Q_ to tY
&SWALE SIDES _ I----i I - (_I ( (-I I-) I I-) I I-III-III-) I I- III- - .� . . : . .. •......_... .•. . •:. •.. -...�;;:'_�; . ., ....._.:......::.......:.: ...:__..: MIRAFI14oNORE UNALENT > = s
_ I I I III-_ I f I I I_i I I I I I_I I I-I I (_f 1 i _ ._ , . �..,- Q
-"f? `:dtH I. - - - -
-
1. BUR END 4 INTO SOIL � L� LC
. I - n III_ --I I I- .... _.:.._-+...-. .. .i t r f .-.. .: ..
4"MIN.TOPSOIL I,i_ 1' r-• I i I I i I III III I I ( I i I I - - --
- -_. 4 - I I I I III I I ! i I i-I i 1-1 - - - -
t :
11 11 III IiI
f .. c ^;. .,st.. :.- : MIN.TOPSOIL ::. .: ... - �_ �,._:::�..::..,,.�- - -' ..._ -�- {
1 f; i : ts;. t r t_._. - - -, - . _-,i. _1 _t.,.... 4 MIN#2STONE
::':a i-� q /�_ } •... ---' __ -_- __ _ - I I-I i I-III III__-_l f I_ -1 l l� FEI1=11E1-
NATIVE SOILS ., ,. �---: � ---:,.____ ' . ,:.....: ? ._ , ;;� - i ( (- - € � 2 , _,,:: -:,,=-:::,.:.a-., ,��. N ti,
.. ,. i.- ...3. .-_._...._._. _ __ I '''r• �:•� - __ --Ili>_>{l;={--:'t. i...€' _._y i {`'.'.'M'
,__-•,, :__..-._ 1 j :,r_ 61(�TT` -« _ - --...,, -_..; ,.. _.._... . __ ._. _... _ , ,__. . . . ,,.__, ,._ � -` „ ._. GEOTEXiILE FABRIC TENCATE � Pz
-'---,I i __. i { , _ 140N OR EQUIVALENT n � � (� �
EP, GEOTEXTILE STABILIZATION V � O
IDE CAMPA�T'ED SU EL/STONE DRIVEWAY-10 TOTAL DEPTH OF NY5 � � N � � � � '
VEGETATED SWALE FABRIC NYSDOT 207.14 SURFACE DOT SECT.304.TYPE 2 OR 4
VEGETATED SWALE DETAIL (TYPICAL) THRACE LINQ GM300 COMPACTED TO 95%SM.PROCTOR INFILTRATION AREA OUTLET DETAIL
NTS OR EQUAL � O 00 I� to ,Z
DRIVEWAY SECTION (V
NTS � .
t �•�1 t .
4 .
ai
SLOPE t•- 4 z
0=4
12 3tkm INSTALLATION • c -a
` DETAIL � "` p
� _
• *�
50'MIN OR AS NEEDED ..::' : ..
FOR INDIVIDUAL SITE CONDITIONS 2"-5" 6rt t.Prepare soil beforep ring roved A d A�i .
I
"' '' S-12.Scm (15cm) erosion Control RECPs �i q
�.;::;:;
Including
......_.. . .
rT aPPup n of lime:fertilizer ae d14
:.:.:.::
Pa
EXISTING GROUND .................. . - .
:,
tv
3 2 Begin at the top of the slope /��
d
O
T
Z r anchoring the RECPe in a 7Ni/ „0 " -
............................. 6r, s"(15rxrt) seep x s"(15cm) wide
................................ ¢ 15t:m trench with a (15cm ids
m
0 ( ) PProxi Y Ps
P n
,C .�.
30an of REC s d CIO( )
extended
- Ills of Ills trench.up stops
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w
Anchor the ttE(;Ps vur a row a
0
. .
........
•N'
stapiesistakes '�
12"
- - f bOttnrn ttre
\`enc)
a
•.� the trench. BackfiA and con,
IV a�
z
trench after to
................................
" _ ! �.
seed
.-: :--._.___--...,,_. the compacted the" .,. soil and foil
'.1.'..1.1.1.1.7.'.'.7.%' --- "J.: 10 0
_ Pacted
�4
t°1
Cr
1".."....... . .
36 FENCE POST R D /VEN
_.�.___
remaining 12"
STAND RD S ECIFI T �
9 ( ) P�
�I`- CATI N OS
0.C. MAX.
" FO SILT FEN CE
R and w
N 9
C•CPs back over the seed
MINIMUM 6 1 R INTO GR
OUND T �
.-,
Corti soil. RECPs
�a/
C
D E FINITION r, ,_.., Secure
" - ,_., ,�^ over compacted soil with a row
A TEMPORARY B 6 MIN COURSE OF ' BARRIER OF GE-� OiDC{TLE FABRIC INSTALLED THE CONTOUR ACROSS A SLOPE TO ^+ � of s�pleslstakes spaced
0
WOVEN WIRE FENCE approodmatety 12•(30an) apart O
2" STONE {MIN. 14" GA. W/MAX INTERCEPT SEDIMENT LADEN RUNOFF FROM SMALL DRAINAGE AREAS OF DISTURBED SOILS, across the width of the RECPs. H
PURPOSE �- &Roil the RECPs (A) down or (13)
STABILIZED CONSTRUCTION ENTRANCE DETAIL 6" MESH SPACING) Rhorizontally l unroll ,the slope.
_�` TO REDUCE RUNOFF VELOCITY&TO EFFECT DEPOSITION OF TRANSPORTED SEDIMENT LOAD, .ri.�' '` <7--;-
- 1 APPLICATION side against the soli surface. All a
' - REM must be securely fastened W p g
NTS _ � - MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF TO THE FENCE PLACED ON A i, to soil surface by placing y X H 8<�H j 8
stapiealstakes in appropriate <8 8 .9 W p 5.$ s
SLOPE: locations as shown in the staple Q„ >> a F
STANDARD SPECIFICATIONS FOR STABILIZED CONSTRUCTION ENTRANCE �`'--- i
DEFINITION patter guide. . E`- H 8
1.2 SLOPE(50%) 25-FT � � _
1:3 SLOP.
1:4 SLOPE(25%) 75-FT be aged with approximately 2"' s, a
6" (5.12.5cm overlapdepending rl a e a ` 5
'' 1:5 SLOPE OR LESS 100-FT "•I ' on the RECPs M*- 9 6�°� 5 ei e a �r F F
A PUBLIC STREET OR ROAD. ` _
PURPOSE 8"MIN. -MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW SHALL NOT EXCEED 1/4 ACRE PER 100-FEET OF - 11 A 1 >" � , 6.Consecutive RECPs spliced down �-A&x� a s _ F_Z V
the slope must be end over end is o `e
FENCE WITH MAXIMUM PONDING DEPTH OF 1.5 FEET. > 3"(7.5cm (Shingle style)with an approximate �R , 8 y g `� 1 X a
TO REDUCE OR ELIMINATE THE TRACKING OF SEDIMENT ONTO PUBLIC RIGHTS OF WAY. 3'(7.5cm)overlap. staple through 0° <N..;
APPLICATION SILT STOP EMBED -EROSION WILL OCCUR AS SHEET EROSION. overlapped area, sn�>d iy in � a> : a .
-CONCENTRATED WATER FLOW SHALL NOT BE DIRECTED TO FENCE. - 12'3ocrn) apart across entire 6 B S r a �E x€
-AGGREGATE SIZE:USED MATRIX OF 1-4 INCH STONE IN GROUND 8" MIN. ( 5 i o l I a'N
RECPs wkth
DESIGN CRITERIA ;0.< .,P O�� X T f;�
0 ems ' 19' i<WmIs� a
THICKNESS:NOT LESS THAN 6 INCHES cn' PERSPECTIVE SOIL BACKFILL -ALL SILT FENCES SHALL BE PLACED AS CLOSE TO THE DISTURBED AREAS AS POSSIBLE, WITH A Drawing Not To scats WIDTH: 12 FOOT MINIMUM, NOT LESS THAN FULL WIDTH OF POINTS WHERE INGRESS OR EGRESS OCCURS. 24 FOOT MINIMUM IF THERE IS ONLY ONE ACCESS MINIMUM OF 10-FEET FROM THE TOE OF A SLOPE. THE AREA BEYOND THE FENCE MUST BE "NOTE:
POINT TO THE SITE. UNDISTURBED OR STABILIZED. N(IRT}ll Disclaimer: In loose sod conditions,the use of .
-LENGTH:NOT LESS THAN 50 FEET 1� AMERICAN The Information presented herein is general design information only.For specific applications, staple or stake lengths greater than
36" FENCE POST -SENSITIVE AREAS TO BE.PROTECTED BY SILT FENCE MAYBE NEED TO BE REINFORCED BY USING GREEN" consuit an independent professional for tuttherdesign guidance, 6"(15cm) may be necessary. to =
s401 St.WMdel-
-GEOTE)CIILE:TO BE PLACED OVER THE ENTIRE AREA TO BE COVERED WITH AGGREGATE. FILTER CLOTH NOT REQUIRED ON A SINGLE FAMILY RESIDENCE LOT. � SILT STOP EMBED - HEAVY WIRE FENCING FOR ADDED SUPPORT. raaeyvitte,�a'�C3`ynmiana Rd.��r ro umwrr�:s�te�t1 properly secure the RECP's. aL
MAINTENANCE IN GROUND 8" MIN. -WHERE THE ENDS OF THE SILT FENCE COME TOGETHER,THE TWO ENDS SHALL BE OVERLAPPED,
g oo 0) x
= ROLLED TOGETHER AND STAPLED TO PREVENT SEDIMENT BYPASS AT THESE CONNECTIONS. a t 0 o x
THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OF SEDIMENT ONTO PUBLIC RIGHTS OF WAY OR STREETS. THIS MAY N COMPACTED SOIL FABRIC MATERIAL CRITERIA EROSION CONTROL BLANKET DETAIL c o � ,� �.
REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL AGGREGATE. ALL SEDIMENT SPILLED, DROPPED OR WASHED ONTO PUBLIC R,O.W.s MUST BE REMOVED s` t t2
FLOW UNDISTURBED GROUND GRAB TENSILE STRENGTH 90 LEIS ASTM D1682 NTS � ce CL o
IMMEDIATELY. WHEN NECESSARY,WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC R.O.W.s. WHEN WASHING IS REQUIRED, �' ELONGATION AT FAILURE 50°/a ASTM D1682 m M 0
IT SHALL BE DONE ON AN AREA STABILIZED WITH AGGREGATE, WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. ALL SEDIMENT SHALL BE �\ \� OF W "to en
PREVENTED FROM ENTERING STORM DRAINS,DITCHES OR WATERCOURSES. . co- I�Pj _ - d- n
SECTION
.� rt a � i
CONSTRUCTION SPECIFICATIONS_ _.._:, CONSTRUCTION SPECIFICATIONS = �' 'z * a L
p�J /•� • WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH __ - --- -__._. _.- �-_-- -_._---�. .__. --
1. STONE SIZE - USE i-4" STONE OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. SEDIMENT CONTROL FENCE DETAIL WIRE TIES OR STAPLES. POST SHALL BE STEEL EITHER "To OR "U" _I----
o Ocoo 0 � oo o GRAVEL SURFACE; I �¢
o NYSDOT SECTION 304 =
2. LENGTH - NOT LESS THAN 50-FEET. NTS TYPE OR HARDWOOD. 10"MIN 0 0 O o 0 0 C7 0 0 0 4'
�0 0 0 0 � o o TYPE 2 COMPACTED TO ,o ps 3. THICKNESS - NOT LESS THAN 6-INCHES. • FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH o
4. WIDTH - 12-FOOT MINIMUM, 24-FOOT MINIMUM IF SiNGLE ENTRANCE TO SITE. o O O 0 0� 95%STD.PROCTOR 90 1-879
SLOPE LFIVOW FENCE LENGTH(FT.) TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BEI. a
5. GEOTEXTiLE - WILL BE PLACED OVER THE ENTIRE AREA. PRIOR TO PLACING OF STONE. WOVEN WIRE, 6" MAX. MESH OPENING. i
SLOPE STANDARD RETNFORGED SUPER I _l - j _ 144
c in
6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED BENEATH WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY _- '
i �.
CO
THE ENTRANCE. IF PIPING IS IMPRACTICAL, A`MOUNTABLE BERM WITH 1V:5H SLOPES WILL BE PERMITTED. <2% 300/1500 N/A N/A SHALL BE OVER-LAPPED BY 6-INCHES AND FOLDED. FILTER CLOTH SUBGRADECOMPACTEDTO90°lo
7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED iN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF 2-10% 12511000 25012000 30012500 SHALL BE EITHER FILTER X. MIRAFI 10OX, STABILINKA T14ON OR STANDARD PROCTOR T�
APPROVED EQUIVALENT. GRAVEL V1 �" O
SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY,WAY, ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACTED ONTO PUBLIC 10-20% 1001750 15011000 20011000 • PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE OR APPROVED PAR NG DRI VE AREA DETAIL
� z
RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. EQUIVALENT.
8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED 20-339c 60/500 80/750 100/1000 MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL N� 4 v
SEDIMENT TRAPPING DEVICE. 33-50% 401250 70/350 100/500 REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. z
9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN EVENT. ,y�g� 20/125 30/175 50/250 w
�` �' O
U) W � 1.
GRAVEL SURFACE;
NYSDOT SECTION 304 TYPE 2 OR 4 Z $
oOO�o oO�oo.-. .. COMPACTED TO 95%STD.PROCTOR z
o
. oQo _ : � 0 Q. Q O:o:. 0 Q ck� 0 & ..
-
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1'
NATIVE ORGANICS
4'WIDER _ - . : i
ROCK OUTLET WEIR ---;
_. _.-.t �.. ... i ; __ ; : -
&TnP50IL TO BE REMOVED
4"TOPSOIL OVER ELEVATION PER SCHEDULE : : I _.-.�.. _. It 10
INSTALL BANK RUN GRAVEL6SUBGRADE COMPACTED TO 90%STANDARD ad
BASIN AREAS 4'WIDE ROCK OUTLET WEIR
AS NEEDED TO ESTABLISH SUBGRADES
VEGETATED VEGETATED ELEVATION PER.SCHEDULE. PROCTOR 0 04 N
PRETREATMENT BASIN INFILTRATION BASIN GRAVEL DRIVE DG i AI L 7 0 0 D
ELEVATION AND SIZE E E 4
PER SCHEDULE I
' ; ;--I 1 ,-- . : ;... . _?_ _ L PER SCHEDULE f I I-— NTS � -m.
; f ( ` -- - -- { - - I t�
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x
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. 77 LOT 13 STORMWATER POND SCHEDULE
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f
11 f. ...., - - ^_ r�r ���p
, , , _._ I ___.1 . ,......_. . _.___ _ --... _...._1 ...._. . _.._..- . ..__-_. : . 1 - TOP ARER OVERFLOW EL WQv READ WQV PROVIDED PRE TREAT RED PRETREAT PROV
BOTTOM EL
a - t : . : ......-.f ...._. .._._... ... ..... ._. ....._ - - 1 t i._ f -f i .....1. { ..i : _.._. _
„ BOTTOM AREA TDP EL
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_...: . . _
i € -.
-- ..
fl SF
SWALEI 1 ;
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31
- i
_.. . -...
a -- , . - - _ - -- - - t t 30 F+GRASS
f . _. ? :_ -_.{ : __...- . : - . : . ._.. -' : --- .. ; -_ POND 13HP 310 600 SF 311 800 SF
, , - - _ _ ;
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__
_.__. :.,-»-•-_? ....-_-"... - ...1 1 1. : . , 1 1 - - _ .. .._ ._.. ... .......I __ _.. ..-. .._> ... ..•
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21YL0527519
STORM BASINS PROFILE hStr#2020 3000076
. NTS - 12/01/2020 09:48:02 AM SHWr 5 OF 5
1 Pages
MAP PiNSKI .
. Pamela 1.v WG.N. O.OS-10.5 . 0'2322
. ogel,Warren Co Clerk FILED