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Map SP-3 . �� � 40' min. S.Pi.p.p.p. REOU I REMENTS CONSTRUCTION SEOUENGING STABILIZATION MAINTENANCE o �G' rnin. GRUSttED STONE OVER 1. THE CONTRACTOR UNDERTAKING SITE CONSTRUCTION OF THI5 PROJECT MUST SIGN 1. PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL INSTALL 1. THE CONTRACTOR SHALL INITIATE STABILIZATION MEASURES AS 1. SEDIMENT SHALL BE REMOVED FROM SEDIMENT TRAPS WHENEVER THEIR CAPACITYrq GOMPAOTED 5UBGRADE AND THE CERTIFICATION ON THIS PAGE AND BE FAMILIAR WITH ALL REQUIREMENTS OF THE SEDIMENT CONTROL FENCING AND MAY BAY DAMS AROUND THE PERIMETER SOON AS PRACTICABLE N PORTIONS OF THE SITE WHERE HAS BEEN REDUCED BY 50%. FILTER FABRIC THE 5WPPP AND REQUIREMENTS OF THE NYS DEC 5PDE5 GENERAL PERMIT FOR OF THE CONSTRUCTION SITE A3 THE EDGE OF EXISTING NATIVE VEGETATION AND ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED. BUT a :a ° o o ° 5TORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITY - PERMIT No. GP-02-Oi. 2. ALL EROSION AND SEDIMENT CONTROL DEVICES SMALL BE INSPECTED WITHIN 24 � o o a o o . A5 INDICATED ON THE PLANS AND DETAILS. N NO CASE MORE THAN 14 DAYS. :• q� Q • 2. THE CONTRACTOR MUST 15 RESPONSIBLE TO COMPLY WITH THE TERMS HOURS OF A STORM EVENT AND REPAIRED AND/OR MODIFIED AS REQUIRED TO BE a wo e :o'. ,:O �:o . ' . •• ' o''' o° OF THE NY5 DEC 5PDE5 GENERAL PERMIT FOR 5TORMWATER DISCHARGES 2. THE CONTRACTOR SHALL CONSTRUCT THE GONSTRIJCTION ROAD ENTRANCE AS GOOD WORKABLE CONDITION. ,,,,,.•� o- o° O. FROM CONSTRUCTION ACTIVITY PERMIT No. GP-02-01. COPIES OF THE GENERAL PERMIT Z. STABILIZATION OF GRASS AREAS INCLUDES HYROSEEDING USING a a A5 DETAILED N THE LOCATION OF THE PERMANENT DRIVEWAY ENTRANCE• ••r ® a o o. ARE AVAILABLE BY GALLING DEC C5183 4O2-S1O9. TACKIFIER ON SLOPES OVER 54 OR SEEDNG AND NSTALLNG 3. THE CONTRACTOR SHALL CONDUCT AN INSPECTION OF THE SITE ON A DAILY BA5I5 •-° 0 ce:: - o . EXISTING 3. THE STORMWAtER DETENTION BASINS AND SWALES ARE TO BE CONSTRUCTED N A CONTINUOUS COVER OF STRAW MULCH WATERED INTO PLACE. TO COLLECT LITTER AND CONSTRUCTION DEBRIS AND DISPOSE OF LEGALLY. a a �' z o0 :` o o GROUND 3. A NOTICE OF INTENT CNOD MUST BE SUBMITTED TO DEC PRIOR TO INITIATING WORK. THE LOCATIONS AND TO THE GRADES INDICATED ON THE PLAN AND ON THE GRADING o . .. � ' •'� ° •� 4. ANY STOCKPILES OF FILL. TOPSOIL. EXCAVATED MATERIAL SHALL BE COVERED OR ,,,/'' W 4. THE SWPPP INCLUDES INFORMATION ON ALL DRAWINGS 5P-1 TO 5P-G AND THE PLAN. THE CONTRACTOR SMALL INSTALL 4" OF TOPSOIL ON ALL AREAS OUTSIDE OF CONTAINED BY SEDIMENT CONTROL FENCE TO PREVENT EROSION. ,®► r"' ' xob ° " - & ° - .C� 5TORMWATER MANAGEMENT REPORT. THE LIMITS OF PAVEMENT AND SEED WITH THE SEED MIXES INDICATED ON THE LANDSCAPE PLAN. INSTALL THE EROSION CONTROL BLANKETS N THE AREAS INDICATED 5. PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SMALL HAVE THE ON THE PLAN. ® a ENGINEER CONDUCT AN ASSE55MENT OF THE SITE AND CERTIFY IN AN INSPECTION ® CON5TRUGTION 5PECAFCATION5 REPORT THAT THE APPROPRIATE EROSION AND SEDIMENT CONTROLS HAVE BEEN ADEQUATELY 4. CONSTRUCTION OF THE FACILITY CAN THEN PROCEED INCLUDING. PLACEMENT OF a a '" INSTALLED. FOLLOWING COMMENCEMENT OF CONSTRUCTION. THE ENGINEER SHALL MAKE FILL. INSTALLATION OF ALL UNDERGROUND UTILITIES. INSTALLATION OF STORM SEWERS. �'° 1. STONE SIZE - USE NO. 2 STONE OR RUBBLE WEEKLY SITE INSPECTION$ AND INSPECTIONS WITHIN 24 HOURS OF A STORM EVENT INSTALLATION OF SITE LIGHTS. INSTALLATION OF CURBING, INSTALLATION OF PAVEMENT 2. LENGTH AS REQUIRED BUT NOT LE55 THAN 50'. OF 0.5 INCHES OR GREATER AND SHALL PREPARE A REPORT A5 REQUIRED BY THE GP-02-01, SUBBASE COURSE AND BUILDING CONSTRUCTION_ 535• ® 3, THICKNESS= NOT LESS THAN G". 4. WIDTH= 10' MINIMUM. BUT NOT LE55 THAT THE FULL WIDTH G. THE CONTRACTOR SHALL MAINTAIN A RECORD OF ALL INSPECTION REPORTS N A SITE LOG 5. FOLLOWING COMPLETION OF THE STORM SEWERS. THE CONTRACTOR SHALL INSTALL Sp6'2�,p� a AT s 5. FILTER DINTSFABRIC, REWIL INGRESS SSPLA O OVER EGRESS OCCURS.AREA PRIOR BOOK. MAINTAINED ON 51TE AND AVAILABLE TO THE PERMITTING AUTHORITY UPON REQUEST, CULVERT ENDS WITH RIP RAP OUTFALL5 AS DETAILS AND INSTALL MAY BALE DAMS a TO PLACING STONE. 5. AT COMPLETION OF CONSTRUCTION. THE CONTRACTOR SHALL PERFORM A FINAL AS INDICATED. a G. SURFACE WATER= MAINTAIN EXISTING SURFACE RUNOFF OF STORMWATER. INSPECTION TO CERTIFY THAT THE SITE HAS UNDERGONE FINAL STABUZATION AND 0/'�� LIMITS OF THAT ALL TEMPORARY EROSION AND SEDIMENTATION CONTROLS HAVE BEEN REMOVED. 7. MAINTENANCE= THE ENTRANCE SHALL BE MAINTAINED N A CONDITION WHICH WILL G. FOLLOWING COMPLETION ALL PLANTING AND THE ESTABL15MMENT OF ALL GRA55 '�. •o' a DEC WETLAND UPON CERTIFICATION OF COMPLETION A NOTICE OF TERMINATION CNOT3 SHALL Be AREAS. REMOVE ANY COLLECTED SEDIMENT. REMOVE MAY BALE DAMS AND THE SEDIMENT BOTTOM OF BANK EXISTING VEGETATION PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGMTS-OF-WAY. FILED WITH NY5 DEC. CONTROL FENCING. REMOVE ANY DEBRIS FROM THE PERIMETER OF THE 517E AND DISPOSE a aw TO REMAIN THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS '�tr ­11 ,....._, CONDITIONS DEMAND AND REPAIR AND/OR CLEANING Of ANY MEASURES USED OF ALL WASTE MATERIAL N A LEGAL MANNER. , i,. - mwm TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED. WASHED OR DEPOSITED a 'w _ - - TO PUBLIC RIGHT5-OF-WAY MUST BE REMOVED IMMEDIATELY. ./'"'�� - EROSION CONTROL _ . ' ; 'k ! } _f B. WASHING= WM££L5 SHALL BE CLEANED TO REMOVE SEDIMENT -. �, +" FABRIC TYPE B _.i : ' ; -t -i - } � -`' - - - - ' - ' REQUIRED. IT SHALL BE DONE 1 PRIOR TO ENTRANCE I y.. O PUBLIC RIGMTS-OF-WAY. N WASHING �,/� SEE EDULE -t : t I , - - - ONTAN AREA OF STABILIZED STONE AND WHICH I DRAINS INTO AN A PROVED SEDIMENT 8 } 4 5 a ago - - _ - - __ ; - - TRAPPING DEVICE. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE I . _I - - - _ PROVIDED AFTER EACH RAN. ./r __ S '-._ , ti , a _. , , . - - _ OL _ . . ti a - _ . . -311 t . - - : ` - -+..J f'' EROSION TYPENG III , , �- _ , , a a - .•► _ - ' I�' �- , '. _ SEE SCHEDULE GONSTRUGTI ON ROADNTRANGE I _ , : ;, _ -- NOT TO SCALE t �' _ I a : i , 7 , t t~' i y _, ♦�' 31y . I _�.• SEDIMENT ;_ r:... i. . ;. as--; ,.; f.. _• 3 : , .;_ $£ CONTROL FENCE a _ ♦ s\i /- i f, r ; ; 0: is i E = .-1 yi " .� 31 - t tn�gt�aoo+i .1 !.. ..,may.,? E i_-.._ .f...__.p f... ...1_....' ._1....... ;,_..{ _;.. ...- -..f ; o o,, SEDIMENT CONTROL FENCE r ' ='" t `~ M:•, i :- i 1 I�I� 311 ---- plTCh Eft ; \ : �. + EROSIONvONTROL. s :; t _T_r.,-' t. _ -- v .. .._.I.r:-._.t ....;. 1` ;;P 22 - - �� -- ; ` - FABRIC TYPE G I io_� r...... . I'll r . k .! - _ EXISTING VEGETATION SEE SCHEDULE i" O TO REMAIN "c`� a , I :: 1#ATtIRA : __ 14 ��; . I'` HAY BALC DAM '- f ; ',� 11 i__ _._._" -}_._� ._..} ....... G-...._;....- .-r--:--._----r......._i......,---_;----.;.. - .....• l y _., } ........ I ; __ _ _ ;' _ _.... ........_tom }'-�.{_._; ...........1,.___.' .,...... r- _ Y." _ �� ��, - '1 _- In �, ,t t ' . . ; IER05ION CONTROL - . '�. - -' '; \ \ i. , t �_ _ . : - _ ' '� y , : / -'- FABRIC TYPE .G \ '\ e , _._ •„ ;' __ SEE SCHEDULE _ - ;' 1 i i_ ,� _ i' _1 \ \. C7 Q t I-; i - - _ I i +a-v' l �� f- _ - A e r „ =i : kfAY BAIT DAM• • •. �. _ __: •. ® -� -- - i� �� I'll { GULVi:RT EMID rn1 01. , , - : : _ �. I - oI ' x' , LIMITS Of _ - \ \ � ' 3111111r. NV 310.32 -E-- i -+ -- 1 NEW PAVEMENT \ \ ! . r { 4 �i' *V _ - i -3m - - t r A ° �. in � 00 , i �� , 31 "+ �► -., 41mi 10 �, _..... ...-_ _117 �� E �.' _ , _.. I-) •.y - _ ...,,,, - ; ; i ; : I !I Z� '� { i t I . SPILLWAY A DAM .-• . ° , . , '• . . .. % ``,-� _ MAY BALE ,. ' � , _-- , y Vti "' ..... f ....;.. '_}.. .. ... I.. .I. .f.... .. .. __ .. ".t-_ f _ ..; ..,_._ ..p_....� .._» .. .. __. , 4 on 1 max ___. . • • : f . . . . ;. . . . t i i i : , t iiJ . 3I3 320 , , �` , .. , • t O 311.5 i - ;l\ i i i O EROSION CONTROL r3 � - CATCH `--'- : ; 3� o FABRIC TYPE A _ �� ---- -- 21 SEE SCHEDULE F --- - -- ---- • CULVERT END I . . • , '313.4 ' -=------------- , �E I N I HAY G INV 310.14 • NV 310.7 -- rr -I� { . MAY BALE DAM 3113 BALE H 12' HDPI I I I / If I AADAM _ 44 Lf at o.57:. �.�= _ II I \� ' / NORTrt `` -_ � + � � -- . i _ - __ LIMITS O� AI.E I 20 . . nP y 12' -E . .' y M . �?�, NEW PA NT 312.5 D I 4tb LF at O57. I�. _ . !' /A , PROposb NEW � j l j.', RF1 308.5 BASIN 5 ° ° I I I I /. . I' `J RM IN 5 °F d? II 1! ` i SEE ;DETAIL FOR C UG ON I '; � DRIVEWAY ENTR ,el'',� g ( INV N 310.4$ �~ I I I I 315 I j .. • : 15:1 y s INV.OUT 310.3 . HDPE t"t f° O < . I • =7 11 : y'. 04 e I ;'. , _ _ _= 316 at 1.15 i ®� !f �M ® LL H 52' 7 �J \\ I '1. ' )_ , , . , . : �.y , �` - , : t , . N ,TUtAl: AREA ' , 3jj . . •_, _ k t � ® I r i '�• � � �1 , f� I � �' EXISTING VEGETATION '' =' _ ♦` L' , .N TO REMAIN f II I F CATCH BA$N 2 :._ r ° e 314.41 t. 6 � ; �,, I I ' � C�ATGH BASH.3 "� f FOUNDATION WALLS NV �i j z. t 1t 3 c ( () _.... ... � I� � 1 M 313.8 � � I�i L k _f� i r < ...-_ ...;_ 11- ,..._ i , . . , ; . , , I t._ -_; } _.., �IV 11.3 � . \ v SLDiMf£IVT G - '•'-t I--' ` \ ' • I I amoL f I f . () -y_ _ , • - _' ''' S i • - J I � I � I i ® !Q as = t >. LIMITS .OF . �j'h t9 I I N II ' . co i 6 �. • • ` I\ 1 ; NEW PAVEr�NT 1I M I1 {' J. Z ( '\ • • omm' • • 400'000** . I MAY BALE DAM . If . N , ' I I U I Lid I i C7 I ° ;' 1 }' `' - ` =t :; , !: :t • i . - ° • 1. N ° l • - ;I I G CULVERT END f _ ._ - • ; d I I f LL \ Ift CMS Q NV 310 32 _:: _:;......;....h. . . l6 . , ( ; ', I........_. , , 12" HDPE ,, , < _ _.. .._ ..........; ._.......,....,..........,........._ H \ • : 3G LF at 0.57. I �'....:. . ° 5 ', LL=___-i l LLL_��� O j t 1. 1 • : , .. _ . ..... .j..,� o- w,' 31 1 1 . \ if , I �/_ �+- • : ; : ool ; ..}._.......t_j........1.t........•...........e.......... ''� I ( . \ , q) , ® g a .. 1I �4 � I i ' a _ ® � • 13 1 ' - . • :r I STRUCTURAL FILL I � PtL' • - r I SEE ARCHITECTURAL PLANS LIMITS OF 1* i t -43 • i �, 315 cry I II 1 NEW l�AVEMENT 'i '` , 0 0 C CATCH BA51N 7 `'' __ CATCH BASIN 6 F •'�= II I % `. w N - N . . Rat 313.5 F - , . RIM 314.2 � I / I \ I \ s 6 T,•� V i I INV IN 310,.G2 . • �+ _ °•-•- NV 311.2 r. I I I . ' .� , e) I ` = I ® 1 -. t { I, 12" HDPE ""` -"---- 1 I I i \ / � \ , i I t� r • ERosION cONTRo4.r I H `��-- .. �' i I I i ` . a \ • FABRIC TYPE G ii6 LF at Q.5.1. `� 4 1 / I I _SEE SCHEDULE `v I I :.l L , . . . �� rr• -1• II II `11 \• ' � t t . + M i i , � 11 3ti . \11 I M . I DRYWEI_L I I RIM 308.5 (" • ' (1 � U 04 I- ao0 Soo 1 i ; � N_ N_ Nj ! I 11 I I I I'll, I 114 11 I _ SPILLWAY 3115 MAY DAME ' • ' II I I I 30A - -- I � >_ 9 r l >- - ; • 4 on 1 max z z . II II TRENCH J �I �; ,; / - --- -- I • i DRAM , I r a 315 L�-=-=______ =-_-___�__ _--_--=�__-____=�-� RM 313.99 6" PVC I I �. y a + • f * s ��� 5fo LF H I he c c at 2.01 I � \ , '� p � � m :;. j \ 2 d m MAY'BALE DAM . . I a* \ 3 EROSION CONTROL , \ \ • t i ` ,,� I \ I Q c7 10 cr • FABRIC TYPE A \ . • • r_ATCM BASIN 1 .. .I , \ do • SEE SCHEDULE me 314 F itlM 3331 . P6 a + ti NV 310E �.: `' �\ i ors EXISTING VEGETATION ' '; 31" T • . ; To REMAIN '� 121, HDPE 1 \ EROSION CONTROL BLANKET SCHEDULE � b P f \ ` 31R 30 LF at 0 3z I ! i .N •"" C> I I >~ _I I ",,;a., 3.0 ' % _ - .° .' GUtvERT END / 1 I - BLANKET •^�+ v v r v -. _ UFACTURERS i_ - � ; - -` - ; LINTS OF • G � 3w.4s TYPE A NORTH AM RIGAN GREEN- �50 TRIPPL NET � o, � a �°'o _.. _. _..�._...._.-___..._... RECOMMENDATIONINSTALLED IN S 5'PLE�P PATTERN D�CWHIT TO BE USED. va •� cr ' I \ -i + - _ t NEW PAVEMENT MAY. BALE DAM - 11. '� \ I i I `; t "', 3Jj . EROSION GONTROL u�k o a L; -v ERBRIC TYPE ONTROL 11-% 1 1.._.'._. TYPE B - NORTH AMIERIGAN GREEN 5C150 DOUBLE NET BLANKET o � FABRIC PE ;. `; I W o 0 _. _. _ __ .. ._...._ _...._......... .._.�..... _ �- • SEE SGMEDULE , . • 1 $4 '> > > _ _... .._. _ _.�._ 3 .. -......_ ' MAY BALE DAM FABRIC TYPE C SEE SGHEDLJLE INSTALLED N ACCORD __ s , , 3 _ v , ® - _JO _. J2 312 ♦ RECOMMENDATIONS STAPLE PATTERN G tFGREE ERO BE USED. _ = = 0,.` 0 4> • -1 •.._ 7 ; `'' 3�11 I 1} TYPE C - NORTH AMERIGAN GREEN 575 SINGLE NET STRAWR0510N }... _ li r r • ,�._� • \ ; f' .. ....L. _�. ;... .' _; \ CD - ..:�,, ;_._.. .. __ _ _ __ CONTROL BLANKET INSTALLED IN ACCORDANCE WITH THE �' ' ' '�� \ ;--_ I_ �\ - p2� - _ ' ' ; - -- I MANUFACTURER'S RECOMMENDATIONS - STAPLE PATTERN A CBLUE) �.;.. ;. . }... , ... L - PIT } ...}. .. I } . , �, _ ._. - _ ` • TO BE USED. ; -- _ ._ :._ _ _1. .. ....._ r ; . ; : ' i _ - T LENGTH VARIES SEE PLAN �ii - - - _, _ - - .- 1 S , 311 1 - - -- . 7 . . .6� • ; _ - _. _ 312 _. _ - - } ST 1 Ltd, , < , t t { ,.-,. .. i -- 51te Areas • -- , _ ?' - - - , - . °�'c �, - :. , , , . . . -- Fo :.. - ❑ • .__ _ 1 _ �- , _ , , . , . , 3u . . _ _ t DI AREA 16.032 sf �, , , PREVENTION . 31c , a -- � _ _ . • •c . ; _. _ - - ' LBIMITSNOF PAVEMENT= 83.138 sf = 1.9 ACRES __ F : . , , , , ' ® ❑ ❑ - O AL U 5 233 sf - 3 ro AGREE O9_ �L �' ` , I -. \ I T T AREA OF DIET RBANGE= 1 8. - , N _ .. F = 307 - , -I__ I , •30 • I . 1•_ .. ,_ . : 8 r ;; LAN , . . . : ( ii. I. . . e -. , ; ( . , . . . r e PLAN _ - _ _. f I _ .• EROSION CONTROL "'" f - I_ -.t.. f I n , ,' f ij- 10 ` t EXISTING VEGETATION FABRIC TYPE B ;.__f ;. 1. : ! } r. _}._.._I..... f ;. ..:..... J , ! r ; ..._ j t �° • 0 SEE SCHEDULE _:....... r� f i �„ + ' TO REMAIN ( 1 SWALE C23 2"x2"x3' STAKES I. TO B£ SIGNED BY CONTACTOR PERFORMING THE 517E CONSTRUCTION DATE Feb. , LIMITS OF T I J CERTIFICATION F I GATT DN STATEMENT 15 2= OVERLAP EN05 EACH BALE' - 3G" FENCE POST. 10' oc MAX ` SEDIMENT CONTROL -FENCE, DEC WETLAND ,_ , . ; ' . ; . ��/"'� 1 t . J / DRIVEN 1G" MN INTO GROLNID BOTTOM OF BANK 1 - a 1 I ! J I CERTIFY UNDER PENALTY OF LAW THAT 1 UNDERSTAND AND AGREE TO BALED MAY OR STRAW co t 1 < < COMPLY WITH THE TERMS AND CONDITIONS OF THE SWPPP FOR THE 0 a r , i CONSTRUCTION SITE IDENTIFIED IN SUCH SWPPP AS A CONDITION OF FINISHED GRADE �1 5LT STOP FABRIC EXISTING VEGETATION a/a 155 nu N I I I \, FLo EMBED G°° hV IN BROUND TO REMAIN �. a .E , N _..._ ! AUTHORIZATION TO DISCHARGE 5TORMWATER. I ALSO UNDERSTAND THAT 11 W$IT@11(.0.Df'VI( t 4/10/03 W'y NOT'24pp `. i� I THE OPERATOR MUST COMPLY WITH THE TERMS AND CONDITIONS OF • - I I a •+''�• _ 1 THE N.Y.5. POLLUTANT DISCHARGE ELIMINATION SYSTEM C5POES) GENERAL PERMIT FOR STORMWATER DISCHARGES FROM CONSTRUCTION . - _ -iij _ c,dDISTURBED GROUND a 0,, --. :: - • � . t .. XXj �' OR •-- r i li; ;- i11: USE . : T VIOLATION F WA QUALITY STANDARDS CONTRIBUTE: O N - 4. _ _ __ ) - q) O O WATER . . f I f V" C3 { J __., ;-. , �. 1 , I - - NAME : r ; tif In I _j Z �\ J ' ti TITLE i ; ' cam° SIGNATURE HAY BALE FILTER DAM SEDIMENT CONTROL FENCE _ � t z ; I $.. / ^./l f 11 1 �0 NOT TO SCALE I i ' J ;< 4 DATE NOT TO 90ALE :p ,.._' 1.i i , } i Ln "' O O N M M M Tq 0 M „; M �, �; SHEET 3 OF "I I