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Final Approved PlansSITE STATISTICS EXISTING ZONING PROPOSED CONSERVATION SUBDIVISION PARCEL AREA PROPOSED USE MDR ZONE SETBACKS FRONT SIDE REAR LOT COVERAGE MAX BUILDING HEIGHT LC-10A ZONE SETBACKS FRONT SIDE REAR LOT COVERAGE MAX BUILDING HEIGHT RR-5A ZONE SETBACKS FRONT SIDE REAR LOT COVERAGE MAX BUILDING HEIGHT UTILITIES: WATER PROVISIONS SANITARY PROVISIONS STORMWATER PROVISIONS 30 FEET 25 FEET 30 FEET 50% MDR, LC-10A, RR-5A 51.73f ACRES SINGLE-FAMILY ATTACHED 40 FEET (35 FEET IN APA ZONE) 100 FEET 100 FEET 100 FEET 5% 35 FEET 100 FEET 100 FEET 100 FEET 5% 35 FEET QUEENSBURY CONSOLIDATED WATER DISTRICT / ON -SITE WELL (LOT 5 AND 6 ONLY) ON -SITE SINGLE FAMILY SEPTIC SYSTEM ON -SITE SUBDIVISION OF LANDS APPLICANT/OWNER: MOUNTAIN TERRACE ESTATES JP GROSS PROPERTIES, LLC 748 LUZERNE ROAD TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK Town of Queensbury ImCommunity Development Office 742 Bay Road, Queensbury, NY 12804 Town of Queensbury Planting Board RESOLUTION -Approve SUBDIVISION PRELIMINARY STAGE 19-2020 JP GROSS PROPERTIES, LLC Tax Map ID: 307. 1-22 / Property Address: 748 Luzern Road / Zoning: MDR/LCIOA/RR5A A subdivision application has been made to the Queensbury Planning Board for the following: Applicant proposes a six lot residential subdivision. The project site is 52.31 acres and contains areas of steep slopes and APA wetlands. The project includes a water district extension that is to be completed by the Town Board. The Planning Board has completed the SEQR review of the project. The applicant is working with the APA as the project site contains wetlands triggering their review. The project includes shared driveways - Lots 2 & 3 and Lots 4 & 5. Lot i is a corner lot with access to Twin Mountain Drive and Lot 6 will have access on Tuthill Road. Lot sizes: Lot 6 - 33.44 acres and includes a small section across from Luzerne Road; Lot 5 - 3.06 acres; Lot 4 - 2.80 acres; Lot 3 - 2.0 acres; Lot 2 - 5.01 acres; Lot i 2.0 acres. Pursuant to Chapter 183 of the Zoning Ordinance, subdivision of land shall be subject to Planning Board review and approval. Pursuant to relevant sections of the Town of Queensbury Zoning Code -Chapter A- 183, the Planning Board has determined that this proposal satisfies the requirements as stated in the Zoning Code; The requirements of the State Environmental Quality Review Act have been considered and the Planning Board has adopted a SEQRA Ne alive Declaration A public hearing was scheduled and held on February 23, 2021; This application is supported with all documentation, public comment, and application material in the file of record; MOTION TO APPROVE SUBDIVISION PRELIMINARY STAGE 19-2020 JP GROSS PROPERTIES, LLC. Introduced by David Deeb who moved for its adoption. Motion seconded by Jamie White. Duly adopted this 23'tt day of February 2021 by the following vote: AYES: Mr. Dixon, Mr. Valentine, Mr. Deeb, Ms. White, Mr. Shafer, Mr, Hunsinger, Mr. Traver NOES: NONE ABSENT: Mr. Magowan Phone: 518.761.82201 Fax: 518.745,44171 742 Bay Road, Queensbury, NY 12RO4 i www.gaeenbuly.net Town of Queensbury Community Development Office 74213ay Road, Queensbury, NY 12804 Town of Queensbury Planning Board SEQR RESOLUTION - Grant Negative Declaration SUBDIVISION PRELIMINARY STAGE 19-2020 JP GROSS PROPERTIES, LLC Tax Map fD: 307.4-22 / Property Address: 748 Luzerne Road / Zoning: MDRILCiOA/RR5A The applicant proposes a six lot residential subdivision. The project includes shared driveways - Lots 2 & 3 and Lots 4 & 5. Lot I is a comer lot with access to Twin Mountain Drive and Lot 6 will have access on Tuthill Road. Lot sizes: Lot 6 - 33.44 acres and includes a small section across from Luzerne Road; Lot 5 -- 3.06 acres; Lot 4 - 2.80 acres; Lot 3 - 2.0 acres; Lot 2 - 5.01 acres; Lot 1 - 2.0 acres. Project is subject to water district extension triggering coordinated SEQR review. Project will require stormwater management and is a Class B subdivision for APA. Pursuant to Chapter 183 of the Zoning Ordinance, subdivision of land shall be subject to Planning Board accept lead agency and review SEQR. The Planning Board has determined that the proposed project and Planning Board action is subject to review under the State Environmental Quality Review Act; The proposed action considered by this Board is Unlisted in the Department of Environmental Conservation Regulations implementing the State Environmental Quality Review Act and the regulations of the Town of Queensbury; No Federal or other agencies are involved; Part 1 of the Long EAF has been completed by the applicant; Upon review of the information recorded on this EAF, it is the conclusion of the Town of Queensbury Planning Board as lead agency that this project will result in no significant adverse impacts on the environment, and, therefore, an environmental impact statement need not be prepared. Accordingly, this negative declaration is issued. MOTION TO GRANT A NEGATIVE DECLARATION FOR SUBDIVISION PRELIMINARY STAGE 19-2020 JP GROSS PROPERTIES, LLC. Introduced by David Deeb who moved for its adoption. As per the resolution prepared by staff. 1. Part II of the long EAF has been reviewed and completed by the Planning Board. 2. Part III of the long EAF is not necessary because the Planning Board did not identify potentially moderate to large impacts. Motion seconded by Brad Magowan. Duly adopted this 19tn day of January 2021 by the following vote: AYES: Ms. White, Mr. Shafer, Mr. Hunsinger, Mr. Magowan, Mr. Valentine, Mr. Deeb, Mr. Traver NOES: NONE Phone: 5183611.8220 ; Fax: 518345.44371742 I3ay Road, Queensbury. NY 12804 1 www.qumnsbury.ne;' NOVEMBER 9,2020 Town of Queensbury Community Development Office 742 Bay Road, Queensbury, N Y 12804 Town of Queensbury Planning Board RESOLUTION -Approve SUBDIVISION FINAL STAGE 4-2021 JP GROSS PROPERTIES, LLC Tax Map ID: 307.4-22 / Property Address: 748 Luzerne Road / Zoning: MDR/LClOA/RR5A A subdivision application has been made to the Queensbury Planning Board for the following: Applicant proposes a six lot residential subdivision. The project site is 52.31 acres and contains areas of steep slopes and APA wetlands. The project includes a water district extension that is to be completed by the Town Board. The Planning Board has completed the SEQR review of the project. The applicant is working with the APA as the project site contains wetlands triggering their review. The project includes shared driveways - Lots 2 & 3 and Lots 4 & 5. Lot 1 is a corner lot with access to Twin Mountain Drive and Lot 6 will have access on Tuthill Road. Lot sizes: Lot 6 -- 33.44 acres and includes a small section across from Luzerne Road; Lot 5 - 3.06 acres; Lot 4 - 2.80 acres; Lot 3 - 2.0 acres; Lot 2 - 5.01 acres; Lot 1 - 2.0 acres. Pursuant to Chapter 183 of the Zoning Ordinance, subdivision of land shall be subject to Planning Board review and approval, Pursuant to relevant sections of the Town of Queensbury Zoning Code -Chapter A-] 83, the Planning Board has determined that this proposal satisfies the requirements as stated in the Zoning Code; This application is supported with all documentation, public comment, and application material in the file of record; MOTION TO APPROVE SUBDIVISION FINAL STAGE 4-2021 JP GROSS PROPERTIES LLC. Introduced by David Deeb who moved for its adoption, 1. The requirements of the State Environmental Quality Review Act have been considered and the Planning Board has adopted a SEQRA negative Declaration; and if the application is a modification, the requirements of the State Environmental Quality Review Act have been considered, and the proposed modifrcation(s] do not result in any new or significantly different environmental impacts, and, therefore, no further SEQRA review is necessary; 2. Waiver requests granite : no waivers were requested 3. The approval is valid for one(]) year from the date of approval. Applicant is responsible for requesting an extension of approval before the one (1) year time frame has expired if you have not yet applied for a building permit or commenced significant site work. 4. The limits of clearing will constitute a no -cut buffer zone, orange construction fencing shall be installed around these areas and field verified by Community Development staff 5. Engineering sign -off required prior to signature of Planning Board Chairman. Page 1 of 2 Phone: 518.761.8220 j Fax: 51 R: 745.4417 ; 742 Day Road, Qtleensbwy, NY 12804 www.queensbury.net Town of Queensbury Water Department Approval 51 \5-1.0O ZONING MAP SCALE: 1 " = 1 000' SHEET LIST SHEET NUMBER SHEET TITLE 1 COVER SHEET 2 SURVEY BY VAN DUSEN & STEVES 3 SUBDIVISION PLAN 4 GRADING PLAN 5 UTILITY PLAN 6 EROSION & SEDIMENT CONTROL PLAN 7 DETAILS 6. The applicant must submit a copy of the following to the Town: a) The project NOI (Notice of Intent) for coverage under the current NYSDEC SPDES General Permit or for coverage under an individual SPDES prior to the start of any site work. b) The project NOT (Notice of Termination) upon completion of the project; and 7. The applicant must maintain on their project site, for review by staff - a) The approved final that have been stamped by the Town Zoning Administrator. These plans must include the project SWPPP (Storm Water Pollution Prevention Plan) when such a plan was prepared and approved: and b) The project NOT and proof of coverage under the current NYSDEC SPDES General Permit, or an individual SPDES permit issued for the project. 8. Final approved plans, in compliance with the Subdivision, must be submitted to the Community Development Department before any further review by the Zoning Administrator or Building and Codes personnel. 9. The applicant must meet with Staff after approval and prior to issuance of Building Permit and/or the beginning of any site work. 10. Subsequent issuance of further permits, including building permits is dependent on compliance with this and all other conditions of this resolution; 11. As -built plans to certify that the subdivision is developed according to the approved plans to be provided prior to issuance of the certificate of occupancy; 12. Pending APA signoff. Motion seconded by Jamie White. Duly adopted this 23" day of February 2021 by the following vote: AYES: Mr. Valentine, Mr. Deeb, Ms. White, Mr. Shafer, Mr. Hunsinger, Mr, Dixon, Mr, Traver NOES: NONE ABSENT: Mr. Magowan Page 2 of 2 Phone: 518..".•61.822011•ax: 518.745.4437 ; 742 Bay Road, i hteensbury, IVY 12804 www-queensblry.net PLANNING BOARD APPROVAL Approved Under Authority of a Resolution Adopted 291L by the Planning Board of the Town of Queensbury, NY. AA-• Chairman Date Signed; 2021542892 Pamela J. Vogel, Warren Co Clerk Instr # 2021-3000075 09/17/2021 01:49:54 PM 1 Pages MAP FILED NYSDEC CONSTRUCTION CERTIFICATION NOTE: THE CONSTRUCTION OF THE SANITARY SEWERS DEPICTED ON THESE PLANS SHALL BE UNDER THE SUPERVISION OF A PERSON OR FIRM QUALIFIED TO PRACTICE PROFESSIONAL ENGINEERING IN THE STATE OF NEW YORK UNDER THE EDUCATION LAW OF THE STATE OF NEW YORK. WITHIN THIRTY (30) DAY FOLLOWING THE COMPLETION OF THEE CONSTRUCTION THE ENGINEER SHALL CERTIFY TO THE DEPARTMENT OF ENVIRONMENTAL CONSERVATION AND TO THE OWNER THAT THE CONSTRUCTED FACILITIES HAVE BEEN CONSTRUCTED UNDER THE SUPERVISION AND THE WORK HAS BEEN FULLY COMPLETED IN ACCORDANCE WITH THE APPROVED ENGINEERING REPORT AND PLANS. THE PROJECT DEVELOPER MUST RECEIVE WRITTEN ACCEPTANCE OF SUCH CERTIFICATION FROM THE DEPARTMENT PRIOR TO PLACING THE FACILITIES IN SERVICE. RECORD Of SUBMITTALS DATE BY PLANS PREPARED BY: kL DES'1GN' ,--' \ IP, LLP: New York..12065 E E i edplip.com i I v io XL c , i.� Z.r'��/ et Ncp w TL _.m..... w ...... M "r"�,. N0 ... r N N W tN t I- W o 0 W CO M W U a O W QZ J W W ~ Z W aryo Jrya o U. W o Y Of O W O W Z Z a W�� W=W 0I� N Z _ CO U co Z W Z W � J W O .� Z 0- QQV Q o�Z 0 w Z ry Z Q ry � V � Q V) O_JI-3: DRAWN BY EHK CHECK BY CRW EDP PROJECT NUMBER 11994 E ALTERATION OF THESE DOCUMENTS IN ANY WAY, UNLESS ONE UNDER THE DIRECT SUPERVISION OF A COMPARABLE ROFESSIONAL, (I.E.) ENGINEER FOR AN ENGINEER, ANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT OR URVEYOR FOR A SURVEYOR, IS A VIOLA77ON OF THE NEW ORK STATE EDUCA77ON LAW AND/OR RECULA7701VS AND IS A CLASS A" MISDEMEANOR. REVISION DATE BY REVISED PER TOWN REVIEW 12-23-2020 AND APA REVIEW OKS REVISED PER ME REVIEW 1-6-2021 CRW STORMWATER REVISIONS 1-29-2021 CRW REVISED PER ME REVIEW 6-4-2021 CRW FINAL- REVIEW & CHECK 5-27-2021 TJM REVISED PER ME REVIEW 6-28-2021 EHK ;s u 080299 4, � h PE_SS1C; r SCALE: AS NOTED SHEET TITLE: COVER SHEET SHEET: 1 of 7 f N V v CU 0 N 11 CD rn 3 m 3 a I w Z W w N J I 00 V I v I i w w i In C d a- v A i rn a I N i N o, P L 0) a- 0 L a - In In 0 L 0 eo i d 0 W L 0l N 3 J r m Z Z w w Z w 3 i m e \1 LANDS N/F OF TRACY TABOR \ G vd & DAVID CORLEW �► 4337158 1 164N8' 25�E ' ..`� ..�'.. , �� PF \ LANDS N/F OF °/'1 UL&C JOHN & THERESA WESTON1�^ - , x / / �G,w \ 2'IP \ 7071144 o . ` % /: 'F I \ !ANDS N/F OF c:a 'N/F'OF LAN � 1 � • � i; ` : j . "/ ` I I � L�vDS ESA WESTON V " ' / / STdNe, \ I % - \ \ o, MICHAE-L & KIM MANNEY KIM M. PRESTON JOHN & THER I / I I "�' ' �"� I '� : �\� :€' . . � > 1157/249 7071143 +.���d.., ,.-tom".~ + % • �; '\ C N 1' r `A } I \ \ \ t' I c" '+ 4• I 5' 8 P 4 8 ° \ PF \ / r il: 51 •.` t, I II '� it• \ s \ / t., l p + „ , , \, \ I \ o LANDS N S N/F OF 1 1 \ I; 1 \ \ , , : PE TER 495/33 PATRICIAPATRtCIA CA rt \ + L/AM & N ` „ f{ ff 1NDS OF / ., , . ., .., : % �„ft• ,.aid ,,. , , ON F A WEST � / e.:: : , : „ „ :.: , • , : /. / 1 a '^ . �o J& THER A 4 R �- ''44 ' I I �` m i r .` t 1 - :R WN< / ' ENCRO / \\ •ergw6 1 ` I AREA I IN TMS /'; .'% +• / ' D CAP NG 'E 1 5 ` WJ 4 _ �—• ,9 I; / 6 2 N I 1'. 1 1 l' I ..r I i \ I I i , ) I ✓� I` LANDS N/F OF \' / - \ I V r / INE HR IST I •.� ' PER & C cus DiBE '12°E N2°12 '1 1 \ \ J: { ' O 9 6.'69' ••f , ETTO i NED I , I :I \ 1` \ 1 1 OHS ;� 2 \' ,./ 1 28 0 I 1' , i . , : I I. 4 /• y\ , • 3PW r� 9 1 '1 \ 1 I \ a , A • `may F � I, 3 • 1 f. I / / 1 I \ 1 I I 1 kr l ^ROACNMENi WN ENC \ IA J. ) J 1 wuorr _, - B' G — I — I I r ( 1 i 1 1 is 1 1• - , ..ice• I , : ` \ 1 \ 1 _ \ \' } , , : I. NJ I I /\ i' , 0 LANDS N/ FOF \ , I „ • ;; ... 'i •o /` " r. \JONOTHAN & KAELYN J � :\ NNA N '. /•• RE � 8 1. , , , r 4511/232 DR \ r \ 1 1 , �l , AND SNE D ENCROACft : / FENCE. ' / .1 / „ , L \ I \ , , 1 , I: I \ \ / t = i \, 1 ,\ I 1 \ r , 82-49'11 °W 1• / 1 , I , 1 o J 1 , L 1 1 \ e 1 / I 7: 1 1: \ „ „ ; .LANDS N/F OF , \ Acre \ l \ 1 — ( 5 \' 1 \ �i" � ... . �` LAHERTY , RETT F r :\` 8 A ) O \ 1. 8601121 I 1. 1' ° \., r I N UZERNE ROAD L I , • „ \ \ \ -r ... an FAA \ N82 , �. , / JUSTW CRANNELL : 4770175 r,. Ir4 I" LANDS NIF OF / \' 1(° I — — I 1 I , r — /LANDS N/F OF l S •, ., : , . / .. ........ .. / r J, TOWN UEENSBUR Y 6751349 i i 1 „ N , : I Q I , w �. /o / _WATER : \ / /. /• / '� / STORAGE .•%. i I / iTANK 5/53° s .. 6 : N 2' 0 6 2 2. /- I C+ / k 1 WINOPP` , , / , t : •ltiiit ✓S`• ` m I ;I i \` J .« 1 _ tit / I 3 °3 / 1 I / _ I l I , : r�x : IRP �• O 1 / 3 .5 I I / 1 C 1 N 3 > 7 7, 8° I I 'W .7 4 8 o 5' 4 .2 : / 8 LY/ I 5 R- i 6 f � .D � 1—'"...•. 14 78' I 8 47 0° .,2 TWIN OAK 22 06°E ` • sn®CND \ s o IN RING •Y. av-s,a.s wv-em. / - , , .•` ,. \i; :+ '+, .' ; \„kh Os, (%j 8°E OP STONES %� ' S7845 .. _ . , yz .82, 591 ,' , ; ��..• . � •`r .,I, I \ ,,, ,_ ,, ,, 1 _ � r03• - f 0°0 / 104 luvsos, + , , , ;yp1 8 .8 / I I I \ , '' 19 •_�' N5� Area \' / / / ` R=5253001 I;' • / S82°2,8"W • - of / . .' / . ' `'�� • _ rRai — — — f / 1023.53' / � f �A= . oo ` / '�� !ANDS N/F OF ND `' `• " CORINNE JENNIFER MATTISON LEGEND: �\ O IPF = IRON PIPE FOUND O IRF = IRON ROD FOUND O CIRF = CAPPED IRON ROD FOUND o SM = STONE MONUMENT FOUND O CIRS = CAPPED IRON ROD SET/TO BE SET ' ' • • • = STONE WALL REMAINS •— = WIRE FENCE REMAINS —�—a- - = WOOD FENCE = UTILITY POLE = FIRE HYDRANT X = WATER VALVE \ �s°w, 4202/143 R.rr-�� BASE OFEIN TREE d/ 1 LANDS N/F OF \ ELIAS 7 ROSLYN SOCOLOF 10241178 t 307.4-22 O_ ¢ CL O C) 4) tLLI ¢n a z U1 O b O r-'I a PO4 (D i~ 0 T a w O Ul a U a � U) V1 O CC. a� O P� • -N CD 4-4 0 U) • J ^^ � O W � E oLID CO Lo o O, z' O ►►� � z V V` O m � 0 (D z c� 'T V L b y r"1 ro b r- Co Cd eo Co Date- January 5, 2015 Scale 11-100, S-1 SHEET 2 OF 7 DWG. NO.14-033 1 SITE LOCATION MAP SCALE: 1 " = 2,000' © 2021 BY ENVIRONMENTAL DESIGN PARTNERSHIP, LLP, ALL RIGHTS RESERVED UNAUTHOR12ED AL I ERA PON OR ADDITION TO THIS MAP IS A VIOLATION OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW. COPIES FROM THE ORIGINAL OF THIS SURVEY MAP NOT MARKED WITH THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED A VALID TRUE COPY. ►� i LANDS N/F OF LANDS N/F OF ✓USTIN CRANNELL BOOK 4770 OF DEEDS AT PAGE 75 N54 31 '30 "E 41, 92' —140.00' x N89 06'05 "W 82.59' N08 23'25 "W 84.87' RR-5A ZONING LC_ 1 0A "ZONING S8220'36"W 89.58, LANDS N/F OF ELIAS & ROSLYN SOCOLOF BOOK 1024 OF DEEDS AT PAGE 178 S54'14'58 "W 65.95' ._--_-_ S82 20 36 W LANDS N/F OF CORINNE ✓ENNIFER MATTISON BOOK 4202 OF DEEDS AT PAGE 143 LANDS N/F OF TRACY TABOR & DA%4D CORLEW BOOK 4337 OF DEEDS AT PAGE 58 973.83 SUBDIVISION PLAN LEGEND: D DENOTES LANDS SUBDIVIDED FROM LOT 307.-1-22 SINCE MAY 22, 1973. N/F DENOTES NOW OR FORMERLY S20'1925 E 210.16' S8232'37"W 51.24' GRAPHIC SCALE 100 80 60 40 20 0 50 100 200 400 (IN FEET) 1 INCH = 100 FT. C i0 04 Q J` �•✓ �•�•„ r ._0 N N W IN o� � W �m M W a O W QZ w � U) H W oU Z W CL Q O LL W o Y O °W O ct W z ° Wow N — �Z O< :) co U) Z J >- U 't W Z — 1� W � �-WO _Z aQ0U D�QoZ oW �— Ow Z Q 00OQ U � O A - DRAWN BY EHK CHECK BY CRW EDP PROJECT NUMBER 11994 E ALTERATION OF THESE DOCUMENTS IN ANY WAY, UNLESS )ONEUNDER THE DIRECT SUPERVISION OF A COMPARABLE ROFESSIONAL, (LE.) ENGINEER FOR AN ENGINEER, NDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT OR URVEYOR FOR A SURWYOR, IS A WOLA77ON OF THE NEW ORK STATE EDUCA77ON LAW AND/OR REGULA71ONS AND IS A CLASS A" MISDEMEANOR. REVISION DATE BY REVISED PER TOWN REVIEW 12-23-2020 AND APA REVIEW OKS REVISED PER ME REVIEW 1-6-2021 CRW STORMWATER REVISIONS 1-29-2021 CRW REVISED PER ME REVIEW 8-4-2021 CRW FINAL REVIEW k CHECK 5-27-2021 TJM REVISED PER ME REVIEW 8-28-2021 EHK TIMOTHY J. McALONEN PLS 50,471 tm colon en0ed pl Ip. com INTERIOR LOT COMPUTATIONS ONLY OF NEW J(:)SEP M� 0� O 0 F�LANDSv SCALE: 1 " = 100' SHEET TITLE: SUBDIVISION PLAN SHEET: 3of7 ¢ t\ M d' d' N 0 N N CD O) 3 0) 3 a m Oe I w Z w N J I CD �r r` I A I C- 0 / w w ti / In c d a- -0 a o, A / rn 3 I In i D, a 0 L 0_ In In 0 L L7 DD / d 0 i o, N 3 J r pq pU z w w z w 3 i \ t \ i\\ OPjLINf l � PROn�y1 \ i i I VEGETATED SWALE. h i ' j �► A `•.t�,,, \ ' i t t :, 1 FO-861.50 q-860.50 \ ; \ SHALLOW GRASS { / i DEPRESSION W/ t \ ..._..._,__.--_._...✓ i i \ \ a� Y\ I OVERFLOW SPILLWAY, ¢' + TYP. '\ y i , � ; t NORTH WESTERN LOT \ ALL WETLANDS WERE LOT #2 \ \ f Y DELINEATED BY THE APA `x \ f AND ARE ACCURATELY SHOWN y GkNCE i \ \ \, ~ �wF.'s / BUT NOT SHOWN IN THEIR '; PROPOSED TREE LINE, \\ ENTIRETY TYR \ ;� SH 00, \ \. \ ) tivF \ •,/ \, ,, � (( LANDS N/F OF SPRIII G A, , `\ i ,t It it / / \ \ t / '• \ ', \ ;\ \ RIS TINE— i T -DTTO \;/ : ,.• �jt \ \ \ \ i BOOK 80 OF DEEDS ``, \ \ \ \ AT AGE 182 / t \ GF=505.dO i \ / 3 T `---,ff♦ - `sls „w,t `i \ i '• R ^i VEGETATED SWALE, �, \ ` t ♦ \„ \ 1 i \ ,RJR ♦ \.,,`` "^".,...,,\\, t `- � \ \ \ \ t `` i \ ;\ j\ `/\ � yes` ~`♦ `,$�% / \ \ \ , \ ``, \ \ � ._ — --- \ sc� , , 1 \ /rt ` ♦ `S,s \\\� `,,,+\ -ply/` \ `\151 V \ • v \ 'e v I J PROPOSED \ \ ` LA INFILRATION BASIN OVERFLOW SPILLWAYS \ U �. f4{...,\\ ELEV = 501.50 \\s A\KE SCALE: 1 =50 SOIL DA TA: _ \` -%` •''" \ \ \' \ ,` I\\ \\ , \ `I \ °�\ �' `\. OU� `�w` \ t } � 1 6F' //t i � \ \ �`�S �S \i;• f sCi��`vim y� s30� \ � \ 'V I V I V � '; � I `\ I `\ \ i i ii\ � \ THE FOLLOWING TEST PITS WERE PERFORMED ON JANUARY 15, _. E\T! i ; i is 2020 AND WERE OBSERVED BY ENVIRONMENTAL DESIGN - PARTNERSHIP, LLP: \, i rI /�' / ;r ! •} tl %i ! 1 i `s„" \ - "��\�\\�� \ \\ , `\ I \\\ I \\ \ ii \j \.\\ I } i \\\ \\ TP1 ,.\\ 0 - 12 TOPSOIL, FINE SANDY LOAM ' } I , i f __.... __..__..... DARK BROWN, MANY ROOTS, SOME SMALL ROCKS i i ' ,< \ ~` 12 - 30" FINE SANDY LOAM, LIGHT BROWN \ \ 1 i J ii wF 14 \� F3¢, ..._. I i 't .. MANY LARGE COBBLES 8-10", MANY ROOTS I ` ? /i i i \ i l�,`J ,yl \\.* I I / — ` 150:00 30" - 72" SANDY LOAM, LIGHT GRAY t i \ \ \ AREA `� ALL WETLANDS WERE \\ \ \`\\. ` ,, i ; ' CIRF i — i SOME ROCKS 3-4'; SOME ROOTS \ \\ DELINEATED BY THE APA \ \ \ \ \ I i a + i i i i \; , \. O `„ \ —'-^• -•, ^• `\ \ \. \ \\ , ``\ , \ I \ '\ \ t I \ � .:w♦f•d0 11 r NO EVIDENCE OF MOTTLES OR SEASONAL WATER TABLE , } ; i i• i \ AND ARE ACCURATELY SHOWN BUT NOT SHOWN IN THEIR s / \. ' 1 7: i + i y ` `i t S i .`\,\ �y`a TP i ', ' / t \ Il i / ENTIRETY I 0" - 18" TOP SOIL, FINE SANDY LOAM Rti ' J J,/ \� o \ \i' \ t I \ \ I I e LOT #3 i I ttt \ \J I \ I DARK BROWN, MANY ROOTS, SOME SMALL ROCKS \i\�• \ �t 1 '�. Sss•, / \ I \ I \ i \ t, I \ PT;3 \ I 18" - 42" FINE SANDY LOAM, LIGHT BROWN MANY LARGE COBBLES 8-10'; MANY ROOTS %it ? \?\\ J j ! I 3 `\ \s o 8 \'a / , " 'f 5 2f , I I \ \ii \\`�\` ` LOT #4 I\'y `j I \ TO 4 j 72" SANDY LOAM LIGHT GRAY ` \- I i \ \ 42 S R SOME ROCKS 3-4" SOME ROOTS I t�' \'\li ' E \ \' <\ gp �� `, I \ `:?' ;\\;\ ; I I �`; \ \\ i NO EVIDENCE OF MOTTLES OR SEASONAL WATER TABLE \,\\, t I J \ I \ \ \ I \ I it t rn \ I , \ TPJ3 } f I t f I Y / j s R' It 0 - 3" TOP SOIL i DARK BROWN, FINE SANDY LOAMt` \ ; " t' rs rn� \, • �``•, `.,,, 4 \ I J � '• \ � r '\ � \ `. i 3" - 72" MEDIUM SAND, FILL, LIGHT GRAY j , ` 1 t } \ l \ \ NO EVIDENCE OF MOTTLES OR SEASONAL WATER TABLE NF 23 \ "� , \, I \ \ I TP 4 ' ', ii {; iJ i J ii 4 �! /`\ \. '\.y ._,.........s54...._,...: 0"- 10" TOP SOIL, FINE SANDY LOAM \ \ J, '' 'i I,_ ' ,j t i1 s ``\ \ Z~ \il `\ TF6 '\ I I DARK BROWN, MANY ROOTS, SOME SMALL ROCKS , + i i \ -\ � •• / � � I I I `�,� '` \ ,i i I 10" - 22" FINE SANDY LOAM, LIGHT BROWN t-` ; i \� � PROPOSED TREE LINE, MANY LARGE COBBLES 8-10", MANY ROOTS 1 ; '` \ \ \ ,\ \ w `\ / rs N\ �" �' 22 - 72" SAND, ' LIGHT GRAY �,'l N~`� SOME ROCKS 3-4', SOME ROOTS \ i \ \ `` `� \' ,LOT #5 NO EVIDENCE OF MOTTLES OR SEASONAL WATER TABLE ';\ \ it \ T\. \� \ �`\ Tpo 0" - 8" TOP SOiL, FINE SANDY LOAM i o Avg v \ I 1, i V v o i i \ \ \ J FF=$30.00 DARK BROWN, MANY ROOTS, SOME SMALL ROCKS \ i ° i i i \ \ \ \ I ` �, I \ GF=S,20.00 ` 8" - 22" FINE SANDY LOAM, LIGHT BROWN \ \ \ \ \ \, \; i �`\ \` \ \ \\ �\ 664 , I F -549.0 I i MANY LARGE COBBLES 8-10", MANY ROOTS \ 1\ �\ ��� I GF- 48.Ob I \ I t l I 22" - 72" SAND, LIGHT GRAY 1 :,I SOME ROCKS 3-4, SOME ROOTS ff i} J1 `\ \\ \ \ w\ \ e►~ o `\ \ _ I I : t 1 I ' I `�� l i I`•: NO EVIDENCE OF MOTTLES OR SEASONAL WATER TABLE ;} j j 1t\\ `\ `- \ \ Q`r► \ �4 �. I I `• tl I i I`: \I i } � ! 1 t ! • ' � \ '\ ~`\ \ e , l i • � I I I `i, `\ E ?y i; I ( •} �t% 3 ,q� �, I t '� '.I TP 6 \ \ \ FF=570.00` 0" -- 12" TOP SOIL, FINE SANDY LOAM { j Jr '` r o \\ \ \ \ \ GF=566.00 DARK BROWN, MANY ROOTS, SOME SMALL ROCKS it FINE SANDY LOAM, LIGHT BROWN MANY LARGE COBBLES 8-10", MANY ROOTS N 31" - 72" SANDY LOAM, LIGHT GRAY \ \ `C. 1 i } ; \ I SOME ROCKS 3-4", SOME ROOTS NO EVIDENCE OF MOTTLES OR SEASONAL WATER TABLE NIF THE FOLLOWING TEST PITS WERE PERFORMED ON MAY 28 UEEN URY 2021 AND WERE OBSERVED BY ENVIRONMENTAL DESIGN PARTNERSHIP, LLP: 5 OF DE DS AGE 3 \ m\I 1 O" - 12' TOPSOIL 12" - 36" FINE SANDY LOAM, RED BROWN SAND WATER ', \ t MANY LARGE COBBLES 8-10" TANK STORAGE lV '• I SHALLOW GRASS ? tt 36" — 63" MEDIUM SANDY LOAM, LIGHT GRAY •N 'i �i DEPRESSION W/ ; NO EVIDENCE OF MOTTLES OR SEASONAL WATER TABLE \ i t► OVERFLOW SPILLWAY, TYRTpo 0" - 8" TOPSOIL I �► t } } t 12 - 36" MEDIUM SANDY LOAM, RED BROWN SAND MANY LARGE COBBLES 8-10" UP i y ► L ( i •• i 36 - 72 COARSE SANDY LOAM, LIGHT GRAY/BROWN SOME ROCKS 3-4, SOME ROOTS NO EVIDENCE OF MOTTLES OR SEASONAL WATER TABLE J / H I 29�t00�—*4• ; 1 i y t �, !!� '1 O" - 6" 6" - 26" TOPSOIL/ROOTS FINE SANDY LOAM, RED BROWN SAND I I ! j o j h j l - - ,t- H i i R=525.00' MANY LARGE COBBLES 8-10" it i { ,tir✓ rn f' fB.R�y 5 8�'W( / i 26" - 36" SANDY LOAM, LIGHT GRAY L-167.88' { ; ' h 1 /j !i �' q 1 7 5S• 36" ROCK REFUSAL, VERY LARGE BOULDERS >24" 72 NO EVIDENCE OF MOTTLES OR SEASONAL WATER TABLE 06..E 0" - 7" TOPSOIL/SOME ROOTS5�84558„E ' 7" - 23" MEDIUM SANDY LOAM, RED BROWN SAND MANY MEDIUM COBBLES 5-8" 104.82, 23" - 48" SANDY LOAM, LIGHT GRAY DIRT ROAD '� I LARGE BOULDERS ---------'� \ I 48" ROCK REFUSAL �' �, \, �,... NO EVIDENCE OF MOTTLES OR SEASONAL WATER TABLE i•023.53 t t TPj11- L� 0" - 8" TOPSOIL/ROOTS 8" - 45" FINE SANDY LOAM, RED BROWN SAND, SMALL •36"W ROCK 45" - 72" SANDY LOAM, LIGHT GRAY SOME ROCKS 3-4" NO EVIDENCE OF MOTTLES OR SEASONAL WATER TABLE TP,,912 O" - 14" TOPSOIL/ORGANIC MATERIAL 14" - 40" GREY LOAMY SAND, VERY ORGANIC, ROCK LEDGE FRAGMENT 40" ROCK REFUSAL/LEDGE NO EVIDENCE OF MOTTLES OR SEASONAL WATER TABLE I i , i u i I ' i SHALLOW GRASS I l DEPRESSIONS W/ I" ! OVERFLOW SPILLWAY, I 't TYP. I 11 I i t I I LL — L=1 LANDS N/F OF CORINNE JENNIFER MATTISON BOOK 4202 OF DEEDS AT PAGE 143 dw TP#qJ i ; j I to Pi 2 I TP49 I PROPOSED 12' ' WIDE DRIVEWAY, TYP. to I t \ — < < IZtK RQA t I \ ', ul VEGETATED SWALE, cN I TYR I , \ IItENc �1 1 CIRF 1 I� 1 i I ` 1? UP 24" CMP INV-509.92 UP W/ GUY SWIMMING POOL NOTE LOT 1: PROPOSED LOT 1 WHICH FRONTS ON TWO PUBLIC RIGHTS -OF -WAY, A PRIVATE SWIMMING POOL SHALL BE ALLOWED TO BE ERECTED ON THAT PORTION OF SAID LOT THAT IS DIRECTLY ADJACENT TO THAT SIDE OF THE PRINCIPAL BUILDING WHICH IS DIRECTLY OPPOSITE THE ARCHITECTURAL MAIN ENTRANCE OF SAID BUILDING AND THE NEIGHBORING SIDE LOT LINE. IN NO CASE SHALL THE POOL BE ANY NEARER TO THE LOT LINES ABUTTING ANY PUBLIC RIGHT-OF-WAY THAN THE FRONT SETBACK FOR THE PRINCIPAL BUILDING SHOWN HEREON. FURTHERMORE, THE POOL SHALL BE SCREENED FROM THE VIEW OF THE PUBLIC RIGHT-OF-WAY AND THE NEIGHBORING PROPERTY BY MEANS OF LANDSCAPING. OAT SOIL DATA: FOLLOWING INFILTRATION TESTS WERE PERFORMED ON QTHE JANUARY 15, 2020 AND WERE OBSERVED BY ENVIRONMENTAL DESIGN PARTNERSHIP, LLP: \ SOIL STABILIZATION RATE=43 /N./ HR. \ / 2 SOIL STABILIZATION RATE=14 /N./ HR. THE FOLLOWING INFILTRATION TESTS WERE PERFORMED ON MAY 28, 2021 AND WERE OBSERVED BY ENVIRONMENTAL DESIGN PARTNERSHIP, LLP: IPF l T#3 SOIL STABILIZATION RATE=144 /N./ HR. / T,C4 SOIL STABILIZATION RATE=131 /N./ HR. 1TE5 SOIL STABILIZATION RATE=96 /N./ HR. 1TA6 SOIL STABILIZATION RATE=51 /N./ HR. l T#7 SOIL STABILIZATION RATE=206 /N./ HR. l T##8 SOIL STABILIZATION RATE=96 /N./ HR. THE FOLLOWING PERCOLATION TESTS WERE PERFORMED ON JANUARY 15, 2020 AND WERE OBSERVED BY ENVIRONMENTAL DESIGN PARTNERSHIP, LLP: PPS SLOWEST PERCOLATION RATE=4.16 MIN./IN. P T#2 NDS N/F OF SLOWEST PERCOLATION RATE=5.57 M/N./IN. )NATHAN & P T#3 LYN BRENNAN PAGE 232EDS SLOWEST PERCOLATION RATE=5.78 MIN./IN. PPP#4 SLOWEST PERCOLATION RATE=2.32 MIN./lN. LANDS N/F OF BRETT FLAHERTY BOOK 860 OF DEEDS AT PAGE 121 GRADING PLAN LEGEND: X 264-50 DENOTES PROPOSED SPOT ELEVATION DENOTES EXISTING CONTOUR r` DENOTES PROPOSED CONTOUR \ 300.00' \ n \ 1 i I O yl ! I 4; i J PROPOSED INFILTRATION TRENCH ALONG DRIVEWAY I \ 7 1 C 1 ` FF=493.00 1 i XHP5.4;0 GFg492.50 \ ' LOT #11 I \ Z j \\ I O O , Cc IPOTENTIAL FUTURE POOL LOCATION O�Jv O'rJu \ a I•52.07"W UP GU IPF ■ PROPOSED EAVE TRENCH S 2:3 '37"W 51. 4' 1 1 1 1 1 1 GRAPHIC SCALE 50 40 30 20 10 0 25 50 100 200 (IN FEET) 1 INCH = 50 FT. �c t 3 _M i3 $, „ •,�,L':. ;n�'}i •EFL \'� , U) N N w N r Q W m M U W W dO Z w J U) W oU ZQ w O (L LL W co p O ��// LL O Z w W w�� Z IL w W N Z — Lu Z J Z _ �-• Q 00 U N W _ZaQ0() J D O D Q 0 O Z W O W Z 01 z Q O Q OI-31 O J DRAWN BY EHK CHECK BY CRW EDP PROJECT NUMBER 11994 E ALTERATION OF THESE DOCUMEN75 IN ANY WAY, UNLESS ON£ UNDER THE DIRECT SUPERVISION OF A COMPARABLE ROFESSIONAL. (LE.) ENGINEER FOR AN ENGINEER, NOSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT OR URVEYOR FOR A SURVEYOR, IS A WOLA77ON OF THE NEW IRK STATE EDUCATION LAW AND/OR REGUTA77ONS AND IS A CLASS A' MISDEMEANOR. REVISION DATE BY REVISED PER TOWN REVIEW AND APA REVIEW 12-23-2020 OKS REVISED PER ME REVIEW 1-6-2021 CRW STORMWATER REVISIONS 1-29-2021 CRW REVISED PER ME REVIEW 6_4-2021 CRW FINAL REVIEW do CHECK 5-27-2021 TJM REVISED PER ME REVIEW 6-28-2021 EHK OF N Nip o• 080299 ` ROF�SSIONP\-� r; f SCALE: ill =50' SHEET TITLE: GRADING PLAN SHEET: 4 of7 �,' f5 r BACK i`\\`ii` '�l - : \ \ \ \ \ 1, 1, '�' / , I ' I , , ... ;­,, \ ...... 11 11 ,\\ i , I 1 , SETBACK , I I : 11 \ ,____\ \ \ I ,,, \ \ i \ � , � / _ '\ I I � i ) i i i / / i \ 1 � / \ : ,,, / DELI \11 \ I \ \ \ \ " - _., �, j, I s 1 " I , �stLl-, \ \ � , � 1!, 11 , /// \ 1, I \ \ \ / - ��__ - X\ I \ \7 0 11 I 11 / \ \ , i A I I --,, �'r I __-:,,,�- - ­\7 " P , , / / ,/ / /* / / `, -I'- -",/ I I �, "t , 11 11 : \ , \ / f 11 I / i : 11 j I 11 , /,/. / \ \ \ y/ \ , i J' __1 '\ 11 I j LOT #2\ " , k-V.-;-vz1\� ;_�_- -_ �Z-�__- - IPF S I cd, , \ T '\ \ \ / A 1, / / / / " i I I I jwr/ I \ \ \ \ \ - I \ \ 11 \ \ � N \ \ I 11 \ 11 \ a -, 11 \ I 10 /"-// __ _, / 1\""",', \\ , 's 11 \ \ A \ t Ix I'll, \ / \1 '__ , N \ \ 1�� \' \ \ \ 1,,,, \ \ \ \, \ '\ '�\�, \ '/ \, , It , \ I / \, \ �\\ 'I,--, \ \ I ` \ \ � ' ' / `, / ` � ` \ � ---- ` \ � � 0 `\ `` \ / \ �`` \ \ \ " � i \k _\\�,,,\11�1 , \\ " t , � ,� t1 i,( 11 ', \. 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I-` , , : OE " GUY =, LANDS NIF OF BRETTFLAHERTY BOOK 860 OF DEEDS AT PAGE 121 ��-- } i � t j I it UTILITY UTY PLAN LEGEND: m mw*�m ocmoTss PnoPoseo SPOT ELcv4Tuw / ��p DENOTES EXISTING CONTOUR --i0m, ocwoTcs PnoP0sso oowToun VICE LINE SWIMMING POOL NOTE LOT 1^ PROPOSED LOT 1 WHICH FRONTS ON TWO PUBLIC RIGHTS -OF -WAY, A PRIVATE SWIMMING POOL SHALL BE ALLOWED TO 8E ERECTED 0N THAT PORTION OF SAID LOT THAT IS DIRECTLY ADJACENT TU THAT SIDE OF THE PRINCIPAL BUILDING WHICH IS DIRECTLY OPPOSITE THE ARCHITECTURAL MAIN ENTRANCE OF SAID BUILDING AND THE NEIGHBORING SIDE LOT LINE. IN NO CASE SHALL THE P00L 8E ANY NEA�E� TO THE LOT LINES ABUT�N� ANY PUBL|C RIGHT-OF-WAY THAN THE FRONT SETBACK FOR THE PRINCIPAL BUILDING SHOWN HEREON. FURTHERMURE, THE P0OL SHALL 8E 3CREENED FROM THE Y|BN OF THE PUBLIC RIGHT-OF-WAY AND THE NEIGHBORING PROPERTY BY MEANS OF LANDSCAPING. «PF wiz � t 1 '1� �1 11 It ! , _Z \ \ \ � \ \ \ \ \ \ ` ` ` GRAPHIC SCALE ��ou�mo cv 50 100 um (|N FEET) | | 1 INCH = 50 FT / 11 . zl�,�,\, ! -11 , z , 11 � �q� - ­ I (n N N ui � < r- co U) w 0- 0 < z () C) ui a < O� D_ o 0� mj [)� LL W U) 0 �e 0 �. 0 c� cIf Z w 3: 0 Z IIIIIIIIIIIIIIIIIIIIIII a. w . . N :) z . < l.- j 00 5; IIIII- - N uj ::) Z 0- :3 . < 0 . ) 0 Z < 3: W cl) 2 30: 0-i �: , DRAWN BY � I EHK CHECK BY I CRIN EDP PROJECT NUMBER 1 11994 HE ALYERA77ON OF THESE DOCUMENTS IN ANY WAY, UNLETS' 1ROFESSIONAl- (I.E.) ENGINEER FOR AN ENGINErR, ANDSCAPE ARCHITECT FOR A LANDSCAPE ARcHarcr OR 12RK STATE EDUCA7701V LAW ANDIOR REGULATIONS AND IS A CLASS "A' MISDEMEANOR. REVISION DATE BY REVISED PER TOWN REVIEW 12-23-2020 OKS REVISED PER ME REVIEW 1-6-2021 CRW REVISED PER ME REVIEW B-4-2021 CRW REVISED PER ME REVIEW 6-28-2021 EHK 11 No. 0802 SHEET TITLE: UTILITY PLAN - 5 of 7 IIIIIIIIIIIIIIIIIIII I EROSION AND SEDIMENT CONTROL AND STABILIZATION MEASURES, MAINTENANCE AND INSPECTION PRACTICES: 1. THE FOLLOWING IS A LIST OF EROSION AND SEDIMENT CONTROLS TO BE USED ON THIS SITE DURING CONSTRUCTION: A) STABILIZATION PRACTICES FOR THIS SITE INCLUDE: • LAND CLEARING ACTIVITIES SHALL BE DONE ONLY IN AREAS WHERE EARTHWORK WILL BE PERFORMED AND SHALL PROGRESS AS EARTHWORK IS NEEDED • FREQUENT WATERING OF EXCAVATION AND FILL AREAS TO MINIMIZE WIND EROSION DURING CONSTRUCTION. • USE OF STABILIZATION FABRIC FOR ALL SLOPES HAVING A SLOPE OF 1V:2H OR GREATER AND FILL SLOPES 1V:3H OR GREATER. • PERMANENT SEEDING AND PLANTING OF ALL UNPAVED AREAS USING THE HYDROMULCHING GRASS SEEDING TECHNIQUE. B) STRUCTURAL PRACTICES FOR THIS SITE INCLUDE: • PERIMETER PROTECTION USING SILT FENCES • INLET PROTECTION AND OUTLET PROTECTION USING SILT FENCES • STORM SEWER, CURBS AND GUTTERS • STABILIZED CONSTRUCTION EXIT POINTS • STORMWATER DETENTION PONDS (WHICH MAY ALSO SERVE AS A TEMPORARY SEDIMENT BASIN) 2. THE FOLLOWING INSPECTION AND MAINTENANCE PRACTICES WILL BE USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS AND STABILIZATION MEASURES: A) ALL CONTROL MEASURES WILL BE INSPECTED AT LEAST WEEKLY. B) ALL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER; IF REPAIRS ARE FOUND TO BE NECESSARY, THEY WILL BE INITIATED WITHIN 24 HOURS OF REPORT. C) BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCES / STRAW BARRIERS WHEN IT HAS REACHED ONE-THIRD THE HEIGHT OF THE FENCE. D) SILT FENCES / STRAW BARRIERS WILL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, ETC., TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS, AND TO SEE THAT THE FENCE POSTS ARE SECURELY IN THE GROUND. E) THE SEDIMENT BASIN, IF PRESENT, WILL BE INSPECTED FOR DEPTH OF SEDIMENT, AND BUILT UP SEDIMENT WILL BE REMOVED WHEN IT REACHES 50 PERCENT OF THE DESIGN CAPACITY. F) TEMPORARY AND PERMANENT SEEDING AND ALL OTHER STABILIZATION MEASURES WILL BE INSPECTED FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH. G) A MAINTENANCE INSPECTION REPORT WILL BE MADE AFTER EACH INSPECTION. COPIES OF THE REPORT FORMS TO BE COMPLETED BY THE INSPECTOR ARE INCLUDED IN THIS SWPPP. H) THE JOB SITE SUPERINTENDENT WILL BE RESPONSIBLE FOR SELECTING AND TRAINING THE INDIVIDUALS WHO WILL BE RESPONSIBLE FOR THESE INSPECTIONS, MAINTENANCE AND REPAIR ACTIVITIES, AND FILLING OUT INSPECTION AND MAINTENANCE REPORTS. 1) PERSONNEL SELECTED FOR THE INSPECTION AND MAINTENANCE RESPONSIBILITIES WILL RECEIVE APPROPRIATE INSTRUCTION FROM THE JOB SITE SUPERINTENDENT. THEY WILL BE TRAINED IN ALL THE INSPECTION AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION AND SEDIMENT CONTROLS THAT ARE USED ONSITE IN GOOD WORKING ORDER. THEY WILL ALSO BE TRAINED IN THE COMPLETION OF, INITIATION OF ACTIONS REQUIRED BY, AND THE FILING OF THE INSPECTION FORMS. DOCUMENTATION OF THIS PERSONNEL TRAINING WILL BE KEPT ON SITE WITH THE SWPPP. J) DISTURBED AREAS AND MATERIALS STORAGE AREAS WILL BE INSPECTED FOR EVIDENCE OF OR POTENTIAL FOR POLLUTANTS ENTERING STORMWATER SYSTEMS. K) REPORT TO THE NYS DEPARTMENT OF ENVIRONMENTAL CONSERVATION WITHIN 24 HOURS ANY NONCOMPLIANCE WITH THE SWPPP THAT WILL ENDANGER PUBLIC HEALTH OR THE ENVIRONMENT. FOLLOW UP WITH A WRITTEN REPORT WITHIN 5 DAYS OF THE NONCOMPLIANCE EVENT. SILT FENCE SPACING REQUIREMENTS SLOPE STEEPNESS SLOPE LENGTH/FENCE LENGTH (FT.) STANDARD REINFORCED SUPER <2% <50:1 300 / 1500 N / A N / A 2-10% 50:1 TO 10:1 125 / 1000 250 / 2000 300 / 2500 10-20% 10:1 TO 5:1 100 / 750 150 / 1000 200 / 1000 20-33% 5:1 TO 3:1 60 / 500 80 / 750 100 / 1000 33-50% 3:1 TO 2:1 40 / 250 70 / 350 100 j 500 >50% >2:1 20 / 125 30 / 175 50 / 250 10 LIMITS OF Col E zd I WASHOUT, TYP' OVE I­tNUL I Tt'Lit awl 4 NORTH WESTERN LOT 'g ALL WETLANDS WERE DELINEATED BY THE APA AND ARE ACCURATELY SHO WN � �/ BUT NOT SHOWN IN THEIR ENTIRETY I s / \ CONCRETE 3 TYP g V, APPROX. LIMITS OF ° /o y� DISTURBANCE O \ JSCALE: 1"=80' s`s see -54° s3o 1 s I i GRAPHIC SCALE '>:R •• \ `\ i I NOTE: 1. INFILTRATION BASINS SHALL NOT BE USED AS SEDIMENT 80 60 40 20 0 80 160 320 1 CONTROL DEVICES DURING CONSTRUCTION. CONTRACTOR (IN FEET) TO PROTECT THE AREAS WITH ORANGE BLAZE FENCE. 1 INCH = 80 FT. �./ 55a I I I I b t I It \� I I LOT #410 I I np I I 50'-0" EXISTING EXISTING PAVEMENT GROUND 6" MIN. MOUNTABLE BERM \ 554 5 \\\�,�\� I II FILTER CLOTH PROFILE (OPTIONAL) \ / \\ I II II ii II I 50'-0" MIN. L / Isc LOT #5 SILT FENCE GENERAL NOTES: 1. SILT FENCE SHALL BE PLACED A MINIMUM OF 5 FT. FROM TOE OF SLOPE, 10 FT. PREFERRED, TO PROVIDE ADEQUATE AREA FOR SEDIMENT STORAGE AND FACILITATE MAINTENANCE OF SEDIMENT CONTAINMENT AREA. 2. POSTS MAY BE 1.25"x1.25" (MINIMUM) HARDWOOD, TYPICALLY. FOR WIRE MESH BACK USE 2"x2" NOM. HARDWOOD, OR STEEL "T" OR "U" POSTS (11b per If). SILT FENCE SHALL BE WOVEN GEOTEXTILE FABRIC(GEOTEX 2130 OR EQUAL). 3. SILT FENCE ASSEMBLIES MAY HAVE 4 FT. OR 6 FT. POST SPACING, AND MAY OR MAY NOT HAVE MESH REINFORCEMENT. SENSITIVE AREAS TO BE PROTECTED MAY NEED TO BE REINFORCED BY USING HEAVY WIRE FENCING FOR ADDED SUPPORT TO PREVENT COLLAPSE. 4. THE BOTTOM EDGE OF SILT FENCE SHALL BE BURIED A MINIMUM OF 6" BELOW GROUND. THE FENCE SHALL BE INSTALLED WITH THE POSTS ON THE DOWNSTREAM SIDE OF THE FABRIC. 5. MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF TO A SILT FENCE PLACED ON A SLOPE ARE: SLOPE MAXIMUM STEEPNESS LENGTH (ft.) 2:1 20 3:1 40 4:1 50 5:1 OR FLATTER 60 6. MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW TO A SILT FENCE SHALL NOT EXCEED Y4 ACRE PER 100 FEET OF FENCE, WITH MAXIMUM PONDING DEPTH OF 1.5 FEET BEHIND THE FENCE; AND EROSION WOULD OCCUR IN THE FORM OF SHEET EROSION; AND THERE IS NO CONCENTRATION OF WATER FLOWING TO THE BARRIER. 7. MEASURES SHALL BE INSPECTED EVERY SEVEN (7) CALENDAR DAYS, AFTER EACH RAINFALL OF .5" OR MORE WITHIN A 12 HOUR PERIOD, OR DAILY DURING PROLONGED RAINFALL. MEASURES SHALL BE CLEANED AND REPAIRED AS REQUIRED. 8. SEDIMENT SHALL BE REMOVED WHEN ACCUMULATION REACHES ONE-THIRD OF THE MEASURE HEIGHT. SEDIMENT SHALL BE DISPOSED OF AS UNSUITABLE MATERIAL. SILT FENCE -5' MIN (10' PREFERRED)to M N I I 0 o a o 0 0i rn I I\_HARDWOOD POST o UNDISTURBED N\�-CONTAINMENTAREA SEDIMENT GROUND SLOPE o -� AREA U, 0 ils 1 I I PLAN It I • 1.25" x 1.25" (2" x 2" NOM. FOR WIRE MESH BACK)* HARDWOOD POST * OR STEEL "T" OR "U" SECTION POSTS (1 Ib/If MIN.) WOVEN GEOTEXTILE FABRIC GEOTEX 2130 (OR EQUAL) SILT FENCE ASSEMBLY (SEE INSTALLATION NOTES) SEDIMENT CONTAINMENT AREA SILT FENCE INSTALLATION NOTES: �� 5' MIN (10' PREFERRED) 1. GEOTEXTILE FABRIC AND WOVEN WIREMESH TO BE FASTENED SECURELY ` / .Y/�\ TOESLOOF a 2E TO FENCE POSTS WITH WIRE TIES OR/\\ \ UNDISTURBED STAPLES. ��� \ o N GROUND 2. FILTER CLOTH TO BE FASTENED F-ZOW t° SECURELY TO WOVEN WIRE FENCE WOVEN WIRE MESH WITH TIES SPACES EVERY 24" AT TOP RENFORCEMENT (IF AND MID SECTION. NECESSARY) MIN. 14 AEXISTING] 3. WHEN TWO SECTIONS OF FILTER CLOTH GAUGE WITH MAX. 6" RETAIN � \ � ADJOIN EACH OTHER THEY SHALL BE VEGETATION, IF OVERLAPPED BY SIX INCHES, FOLDED OPENING POSSIBLE AND STAPLED. 4. MAINTENANCE SHALL BE PERFFORMED EXCAVATE TRENCH, BURY SILT FENCE FABRIC AS NEEDED AND MATERIAL REMOVED AND BACKFILL/COMPACT EXCAVATED EARTH WHEN "BULGES" DEVELOP IN THE SILT 4" FENCE. SECTION BSI LT FENCE FENCE NOT TO SCALE ING GENT Z SYMBOL tni CONSTRUCTION SPECIFICATIONS 1. STONE SIZE - USE 2" CRUSHED STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 2. LENGTH - AS EFFECTIVE BUT NOT LESS THAN 50 FEET. 3. THICKNESS - NOT LESS THAN SIX(6) INCHES. 4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE ENTRANCE TO SITE. 5. FILTER CLOTH - WILL BE PLACED OVER ENTIRE AREA PRIOR TO PLACING OF STONE. 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 5. WASHING - WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH OR WATERCOURSE THROUGH USE OF SAND BAGS GRAVEL BOARDS OR OTHER APPROVED METHODS. 6. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR ANDIOR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DRIPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS -OF -WAY MUST BE REMOVED IMMEDIATELY. 7. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. � STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE It i 10 FT. MIN El OED ED 1--)0 SAND BAG LATH AND FLAGGING ON THREE SIDES O A O A' SAND BAG 10 MIL PLASTIC O DEPRESSED O 0 LINING AREA z O O _ 3 Fr. El 11 T 10 MIL PLASTIC LININGv zk O a a Q a O LATH AND FLAGGING ON THREE SIDES SECTION LA -A-)- CONSTRUCTION SPECIFICATIONS MAINTENANCE AND CLEANING 1. CONCRETE WASHOUT FACILITY SHALL BE LOCATED A MINIMUM OF FIFTY 1. DO NOT DISCHARGE LIQUID OR SLURRY TO WATERWAYS, STORM FEET (50') FROM SENSITIVE AREAS. DRAINS OR DIRECTLY ONTO GROUND 2. THE BASIN DIMENSIONS DEPICTED ABOVE ARE REQUIRED MINIMUMS. 2. DO NOT USE SANITARY SEWER WITHOUT LOCAL APPROVAL. CONCRETE WASHOUT FACILITY SHALL BE CONSTRUCTED AND MAINTAINED 3. PLACE A SECURE NON COLLAPSING, NON -WATER COLLECTING COVER IN SUFFICIENT QUANTITY AND SIZE TO CONTAIN ALL LIQUID AND OVER THE FACILITY PRIOR TO PREDICTED WET WEATHER TO PREVENT CONCRETE WASTE ENERATED BY WASHOUT OPERATIONS. ACCUMULATION AND OVERFLOW. (APPROXIMATELY 60 GALLONS OF WASTE AND WATER PER TRUCK). 4. REMOVE AND DISPOSE OF HARDEN CONCRETE AND RETURN THE 3. PLASTIC LINING MATERIAL SHALL BE A MINIMUM 10 MIN POLYETHYLENE STRUCTURE TO A FUNCTIONAL STATE. SHEETING AND SHOULD BE FREE OF HOLES, TEARS, OR OTHER 5. INSPECT THE WASHOUT FACILITY FOR SIGNS OF WEAKENING OR DEFECTS THAT COMPROMISE THE IMPERMEABILITY OF THE MATERIAL. DAMAGE AND REPAIR AS NESSESARY(RELINE THE STRUCTURE WITH 4. WASHOUT FACILITY MUST BE CLEANED, OR NEW FACILITIES MUST BE NEW POLY SHEETING AFTER EACH CLEANING). CONSTRUCTED AND READY FOR USE ONCE THE WASHOUT IS 75% FULL. 3 CONCRETE WASHOUT FACILITY 6 NOT TO SCALE „ SILT FENCE, TYP 1 v I � I I � N I I U) LOT #1 xHP5.00 I i I I I � I s h CONSTRUCTION 2 ENTRANCE, TYP 6 ADDITIONAL EROSION CONTROL AND GRADING NOTES: SEQUENCE OF CONSTRUCTION ACTIVITIES: 1. MINIMAL EROSION CONTROL DEVICES ARE ILLUSTRATED ON SITE PLAN IN A SCHEMATIC 1. CONSTRUCT TEMPORARY CONSTRUCTION EXITS AT LOCATIONS SHOWN. MANNER BASED ON NY STATE GUIDELINES FOR EROSION AND SEDIMENT CONTROL. IT WU BE NECESSARY TO ADJUST THE ACTUAL LOCATION AND QUANTITY OF EROSION 2. NSTALL PERIMETER SILT FENCES AND TEMPORARY SEDIMENT BASIN IN CONTROL DEVICES DEPENDING UPON FIELD CONDITIONS. THE CONTRACTOR SHALL BE THE LOCATIONS SHOWN AND OTHER LOCATIONS AS NECESSARY TO RESPONSIBLE FOR IMPLEMENTING THESE MEASURES AS REQUIRED TO PROTECT THE STABILIZE THE SITE. SITE. 3. BEGIN CLEARING AND GRUBBING OPERATIONS. CLEARING AND 2. SLOPES SHALL TYPICALLY BE GRADED AT A MAXIMUM OF 3:1 (3 HORIZ. 1 VERT.) GRUBBING SHALL BE DONE ONLY IN AREAS WHERE EARTHWORK WILL WITHIN ALL CUT OR FILL AREAS, UNLESS OTHERWISE DESIGNATED ON PLANS. BE PERFORMED AND ONLY IN AREAS WHERE BUILDING IS PLANNED TO COMMENCE WITHIN 14 DAYS AFTER CLEARING AND GRUBBING. 3. SEED SHALL BE A COMMERCIALLY AVAILABLE MIXTURE OF PERENNIAL RYE AND UTILITY GRADE FESCUE. PERCENTAGE OF PERENNIAL RYE SHALL NOT EXCEED 50%. 4. FREQUENT WATERING OF THE EXCAVATION AND FILL AREAS SHALL BE DONE TO MINIMIZE WINO EROSION. 4. SEEDED AREAS SHALL BE FULLY COVERED WITH A LEAN STRAW OR MULCH MATERIAL. IF ORDERED BY THE ENGINEER OR MUNICIPALITY, A BIODEGRADABLE NETTING (E.G., 5. COMMENCE SITE GRADING AND CONSTRUCTION. EXCELSIOR BLANKET, COIR GEOTEXTILE) SHALL BE ANCHORED OVER SEEDED AREAS 6. DISTURBED AREAS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS WHICH DEMONSTRATE "RILLING" OR OTHER EROSION PROCESSES. CEASED FOR MORE THAN 14 DAYS SHALL BE TEMPORARILY SEEDED AND WATERED. 5. TOPSOIL AND SEED SHALL BE REAPPLIED TO ANY AREAS WHICH FAIL TO ESTABLISH AS A RESULT OF INITIAL APPLICATION. 7. INSTALL PROTECTIVE SILT FENCES / BARRIERS AT THE LOCATIONS OF ALL GRATE INLETS, CURB INLETS, AND AT THE ENDS OF ALL EXPOSED 6. SILT FENCE BARRIERS SHALL BE PLACED WITHIN ALL AREAS OF EXPOSED SLOPES TO STORM SEWER PIPES. CONTROL SOIL EROSION DURING AND AFTER CONSTRUCTION. 8. FINALIZE PAVEMENT SUBGRADE PREPARATION. 7. ALL STORM OUTFACES SHALL RECEIVE RIP RAP IMMEDIATELY UPON INSTALLATION (AS PER PLAN). 9. CONSTRUCT ALL CURB AND GUTTER, GUTTER INLETS, AREA INLETS, AND STORM SEWER MANHOLES, AS SHOWN ON THE PLANS. INLET 8. EROSION CONTROL (ERO-MAT) OR APPROVED EQUAL, SHALL BE INSTALLED ON ALL PROTECTION HAY BALES MAY BE REMOVED TEMPORARILY FOR THIS 2:1 SLOPES: AN ORGANIC FIBER PROTECTIVE MAT, HALF INCH LAYER OF CHOPPED CONSTRUCTION. PLACE REQUIRED RIPRAP AT LOCATIONS SHOWN ON STRAW, KNITTED INTO A RUGGED MAT WITH A THIN NETTING OF PHOTODEGRADABLE THE PLANS. POLYPROPYLENE. SECURE MAT TO SLOPE WITH 6" STEEL U-SHAPED STABLES, 2 STAPLES PER SQUARE YARD, OR AS PER MANUFACTURER'S INSTRUCTIONS. 10. REMOVE SILT FENCES / STRAW BARRIERS AROUND INLETS AND MANHOLES NO MORE THAN 48 HOURS PRIOR TO PLACING STABILIZED 9. STREAM REACHES ON -SITE AND DOWNSTREAM OF CONSTRUCTION SHALL NOT HAVE BASE COURSE. SUBSTANTIAL VISIBLE CONTRAST RELATIVE TO COLOR, TASTE, ODOR, TURBIDITY AND SEDIMENT DEPOSITION FROM THE REACHES UPSTREAM OF THE CONSTRUCTION 11. INSTALL BASE MATERIAL AS REQUIRED FOR PAVEMENT. ACTIVITY. 12. CARRY OUT FINAL GRADING AND SEEDING AND PLANTING 10. VEHICULAR ACCESS POINTS SHALL BE MONITORED AND INSPECTED AT THE SAME FREQUENCY AS EROSION CONTROL FEATURES TO INSURE THAT DEPOSITS OF SAND, 13. REMOVE SILT FENCING / STRAW BARRIERS ONLY AFTER ALL PAVING IS SILT OR OTHER MATERIAL IS NOT BEING DEPOSITED ON PUBLIC ROADWAYS. IN THE COMPLETE AND EXPOSED SURFACES ARE STABILIZED. EVENT ANY SIGNIFICANT DEPOSITS OCCUR THEY SHALL BE CLEANED UP IMMEDIATELY. 14. REMOVE TEMPORARY CONSTRUCTION EXITS ONLY PRIOR TO PAVEMENT 11. KEEP ALL CONSTRUCTION EQUIPMENT, TOPSOIL STOCKPILES AND ANY CONSTRUCTION IN THESE AREAS (THESE AREAS ARE TO BE PAVED TEMPORARY/PERMANENT GRAVEL AREAS OFF FUTURE SEPTIC AREAS. LAST). nur►a orlon \ uurrn uun \\ APPROX. LIMITS OF DISTURBANCE I I I I 1111111110I SOIL RESTORATION: AS PER CHAPTER 5 OF THE NEW YORK STATE STORMWATER MANAGEMENT DESIGN MANUAL, SOIL RESTORATION IS REQUIRED ON THIS SITE IN ALL NON -IMPERVIOUS AREAS ONCE FINAL SUBGRADE ELEVATION IS ACHIEVED. IN AREAS OF CUT OR FILL THE SOILS SHALL BE AERATED AND 6 INCHES OF TOPSOIL SHALL BE APPLIED. IN AREAS OF HEAVY CONSTRUCTION TRAFFIC (ESPECIALLY IN AREAS 5 TO 25 FEET FROM BUILDING, BUT NOT WITHIN 5 FEET OF FOUNDATION WALLS) THE FOLLOWING RESTORATION MUST BE APPLIED: 1. APPLY 3 INCHES OF COMPOST OVER SUBSOIL. 2. TILL COMPOST INTO SUBSOIL TO A DEPTH OF AT LEAST 12 INCHES USING A CAT -MOUNTED RIPPER, TRACTOR -MOUNTED DISC, OR TILLER, MIXING, AND CIRCULATING AIR AND COMPOST INTO SOIL. 3. ROCK -PICK UNTIL UPLIFTED STONE/ROCK MATERIALS OF 4 INCHES AND LARGER SIZE ARE CLEANED OFF THE SITE. 4. APPLY TOPSOIL TO A DEPTH OF 6 INCHES 5. VEGETATE AS REQUIRED BY APPROVED PLAN. f 3 t tO IO.._.� w� O zOa £ qq V2'rioo- / ._Z ' Z xm:1: N N W �N i O � �W m W W< aO z J W � � W- ~ oU - Z Q� w o u. W o Y o wW o Z 0_ a W W N Q Z L"Z J Z } U'00 IWZ - I� W J � D 0 _Z D IQ0U Q u- Z O 6 W 0 W W QZ Z qg V00Q 0 O DRAWN BY EHK CHECK BY CRW EDP PROJECT NUMBER 11994 E ALTERA77ON OF THESE DOCUMENTS W ANY WAY, UNLESS ONE UNDER THE DIRECT SUPERVISION OF A COMPARABLE ROFESSIONAL. (LE.) ENGINEER FOR AN ENGINEER, NDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT OR RVEYOR FOR A SURVEYOR, IS A V10LA7701V OF THE NEW OW STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. REVISION DATE BY REVISED PER TOWN REVIEW AND APA REVIEW 12-23-2020 OKS REVISED PER TOE REVIEW 1-6-2021 CRW STORMWATER REVISIONS 1-29-2021 CRW REVISED PER TDE REVIEW 6-4-2021 CRW FINAL REVIEW do CHECK 5-27-2021 TJM REVISED PER TOE REVIEW 8-28-2021 EHK rx s.. "Jo �u 4A No. M299 RpF�se�S1010� SCALE: ill =80' SHEET TITLE: EROSION & SEDIMENT CONTROL PLAN SHEET: 6of7 f Q (`7 cu C, N ui 0 a 3 a CD 3 P4 I w z cz w N J I v I 0 w I CD i w w i d -a a, a i CD 3 a I CD 0 i In o, :P L e/ CL 0 L CI In III 0 L LO 00 v- i d 0 a, L III N J i r m In z w w C3 i z w w 3 d GENERAL NOTES: THE ENVIRONMENTAL DESIGN PARTNERSHIP IS NOT RESPONSIBLE FOR ANY CONSTRUCTION WORK PERFORMED PRIOR TO FINAL APPROVAL OF ALL PLANS AND SECURING OF ALL PERMITS AND FILING OF ALL MAPS. CONTRACTOR TO ARRANGE A PRECONSTRUCTION CONFERENCE WITH THE ENVIRONMENTAL DESIGN PARTNERSHIP AND MUNICIPALITY PRIOR TO CONSTRUCTION. FIELD ADJUSTMENTS MUST BE APPROVED BY THE ENVIRONMENTAL DESIGN PARTNERSHIP AND THE MUNICIPALITY'S ENGINEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS AND TAKE ALL SPECIAL TEMPORARY AND PERMANENT PRECAUTIONS NECESSARY TO ENSURE A STABLE AND SECURE JOB. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY TOWN, COUNTY OR STATE HIGHWAY CUT PERMITS. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND EASEMENTS PRIOR TO CONSTRUCTION AND BECOME FAMILIAR WITH THE CONDITIONS OF EACH PERMIT. THE CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS, AND DRIVEWAYS. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES AND RIGHT-OF-WAY PROPERTY LINES PRIOR TO CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES SUCH AS GAS, POWER, TELEPHONE, CABLE TV, WATER, SEWER, ETC. PRIOR TO COMMENCEMENT OF CONSTRUCTION. AS PER NYS INDUSTRIAL CODE 53: CONTRACTOR SHALL CALL DIG SAFELY NEW YORK, INC. AT 1-800-962-7962 TO LOCATE BURIED CABLES OR OTHER UNDERGROUND UTILITIES NO LESS THAN TWO NOR MORE THAN TEN WORKING DAYS PRIOR TO DIGGING, DRILLING, EXCAVATING, DRIVING POSTS, ETC. CONTRACTOR MUST VERIFY THE ACCEPTABILITY OF ALL CONSTRUCTION MATERIALS WITH MUNICIPALITY'S ENGINEER PRIOR TO ORDERING. INSTALLATION AND MATERIAL SPECIFICATIONS FOR STORM SEWER, SANITARY SEWER, WATER SERVICE CONNECTIONS SHALL CONFORM TO THE MUNICIPALITY'S STANDARD DETAILS AND REQUIREMENTS. INSTALLATION PROCEDURES AND MATERIALS MUST BE VERIFIED WITH MUNICIPALITY PRIOR TO CONSTRUCTION. ANY EXISTING STORM SEWERS AND UNDERGROUND UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION AND FOR INFORMATION ONLY. THE CONTRACTOR SHALL HAVE THEIR EXACT LOCATION CHECKED AT THE SITE BEFORE CONSTRUCTION BEGINS. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, GRADES, MATERIALS, PIPE INVERTS AND ELEVATIONS AND REVIEW WITH CONSULTANT BEFORE CONSTRUCTION. ANY DISCREPANCIES WHICH RESULT MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY. ALL EXCAVATION TO MEET OSHA AND NYS DOT SAFETY REGULATIONS AND STANDARDS. THE CONTRACTOR SHALL FILL IN, AND RE -EXCAVATE, AS NECESSARY TO RESUME WORK, ANY EXCAVATIONS OR TRENCHES AT LOCATIONS AND AS OFTEN AS MAY BE REQUIRED TO ENSURE PROTECTION OF THE WORK, ANY ADJACENT EXISTING FACILITIES, OR THE PUBLIC. THE CONTRACTOR SHALL CLEAN UP THE JOB SITE DAILY BEFORE LEAVING THE JOBSITE. ALL RUBBISH MUST BE CLEANED UP AND CONSTRUCTION EQUIPMENT MUST BE PROPERLY TAKEN CARE OF AND STORED AT THE END OF THE DAY. CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL AND SAFETY DURING CONSTRUCTION. THE CONTRACTOR SHALL FURNISH ALL FLAGMEN AND SIGNS, DELINEATORS, BARRIERS, AND DEVICES NECESSARY FOR TRAFFIC CONTROL DURING ANY EARTH -MOVING OPERATION OR OTHER CONSTRUCTION ACTIVITY WHICH INVOLVES PUBLIC HIGHWAYS. ALL TRAFFIC SIGNS, CONTROL DEVICES AND INFORMATIONAL ITEMS, IF DISTURBED DURING CONSTRUCTION WITHIN CONTRACT LIMIT LINES, SHALL BE RELOCATED AS PER APPROVAL OF MUNICIPALITY. RESTORATION OF PAVEMENT IS THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL REPLACE AND RESTORE PAVEMENT WITH MATERIAL TO A CONDITION EQUAL TO OR BETTER THAN PRECONSTRUCTION CONDITIONS. ALL PAVEMENT AND RIGHT-OF-WAY RESTORATION WORK TO BE DONE TO THE SATISFACTION OF THE STATE, COUNTY OR LOCAL MUNICIPAL HIGHWAY DEPARTMENT. CONTRACTOR SHALL RESTORE ALL LAWNS, DRIVEWAYS, WALKS, WALLS, CURBS, FENCES, ETC. TO A CONDITIONS AT LEAST AS GOOD AS THEY WERE BEFORE BEING DISTURBED. BOX ALL TREES AND HOUSE ALL SHRUBS AND HEDGES BEFORE PLACING EARTH AGAINST OR NEAR THEM. SHRUBS AND HEDGES THAT MUST BE REMOVED DURING CONSTRUCTION SHALL BE HEALED OR REPLANTED IN AS GOOD A CONDITION AS THEY WERE BEFORE THEIR REMOVAL. ANY DAMAGED ITEMS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. POSTS, MAILBOXES, ETC. SHALL BE PROTECTED, OR REMOVED AND REPLACED EXACTLY AS THEY WERE BEFORE BEING DISTURBED. DAMAGED ITEMS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. IT MAY BE NECESSARY TO TIE OR HOLD BACK UTILITY POLES DURING CONSTRUCTION. THIS SHOULD BE ACCOMPLISHED IN COOPERATION WITH THE UTILITY COMPANIES. NO WORK, STORAGE OR TRESPASS SHALL BE PERMITTED BEYOND THE BOUNDARIES OF ANY EASEMENTS OR R.O.W. AS SHOWN. SIDE SLOPES GREATER THAN 1:3 WILL REQUIRE GUIDE RAILS (1-FOOT VERTICAL, 3-FOOT HORIZONTAL). ALL SITE WORK SHALL BE SMOOTHLY AND EVENLY BLENDED INTO EXISTING CONDITIONS. WHERE ACCESS OR WORK OUTSIDE OF PROPERTY BOUNDARY IS NECESSARY, THE PERMISSION OF ADJOINING PROPERTY OWNER MUST FIRST BE OBTAINED. SITE SURVEYOR TO VERIFY ELEVATIONS OF EXISTING ROAD CENTERLINE AND SHOULDER PRIOR TO COMMENCING WORK. CONTRACTOR IS TO CONFIRM THIS WITH SITE SURVEYOR. WHERE APPROPRIATE, SITE LAYOUT AND GRADING WORK SHALL BE COMPLETED BY A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR. LANDSCAPE ARCHITECT SHALL APPROVE ALL LAYOUT WORK PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER AFTER ROUGH GRADING IS COMPLETED. FINISH GRADES TO BE ADJUSTED IN THE FIELD AFTER INITIAL GRADING IS COMPLETED. ALL CHANGES IN PROPOSED GRADES TO BE APPROVED BY OWNER AND ENGINEER. ALL AREAS OF THE SITE WHICH ARE DISTURBED AND NOT PAVED SHALL BE TOPSOILED AND SEEDED. ALL PHYSICAL FEATURES INCLUDING SIDEWALKS, CURBING, DECKS, LAMPS, STAIRS, ETC. WITHIN FIVE FEET OF EXTERIOR BUILDING WALLS AND CANOPY OVERHANGS ARE TO BE CONSTRUCTED PER ARCHITECTURAL PLANS. IT IS NOT THE INTENT OF THESE DOCUMENTS TO ADDRESS SUCH DETAILS, WHICH ARE SHOWN ONLY FOR THE PURPOSE OF CONTINUITY BETWEEN THE SITE PLAN AND THE ARCHITECTURAL PLANS. PROVISIONS FOR STORMWATER COLLECTION AND DRAINAGE PERTAINING TO THE ROOF AND TO PHYSICAL FEATURES WITHIN FIVE FEET OF THE EXTERIOR BUILDING WALLS AND CANOPY OVERHANGS ARE THE RESPONSIBILITY OF THE ARCHITECT. ALL VERTICAL GRADE CHANGES GREATER THAN 30 INCHES SHALL BE PROVIDED WITH SAFETY BARRIERS AS PER NYS BUILDING CODE (FENCES, RAILINGS, ETC. PER OWNER). PRELIMINARY PAVEMENT AND SIDEWALK DESIGN SPECIFICATIONS ASSUME EXISTING SUBGRADE CONSISTS OF CLEAN, GRANULAR MATERIAL (SAND & GRAVEL) AND THAT THERE IS NO WATER TABLE INTERFERENCE. PRIOR TO CONSTRUCTION, THE PROJECT OWNER SHALL HAVE THE EXISTING SUBGRADE CONDITIONS EVALUATED BY A GEOTECHNICAL ENGINEER, WHO SHALL DETERMINE FINAL PAVEMENT AND SIDEWALK DESIGN SPECIFICATIONS. THE OWNER ASSUMES ALL RESPONSIBILITY FOR PAVEMENTS AND SIDEWALKS CONSTRUCTED WITHOUT A FINAL DESIGN, SHOULD HE CHOOSE NOT TO HIRE A GEOTECHNICAL ENGINEER. FILL AREAS SHALL BE STRIPPED OF SOD, TOPSOIL AND UNSUITABLE MATERIAL AND BE MECHANICALLY COMPACTED TO THE SATISFACTION OF THE ENGINEER IN ACCORDANCE WITH NYSDOT 203-3.09 FILLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH NYSDOT 230-3.03.8, EMBANKMENTS. COMPACTION AND LIFT THICKNESS SHALL BE IN ACCORDANCE WITH NYSDOT 230-3.03.C. CONTROLLED FILL AREAS: CONTROLLED, RELATIVELY CLEAN (12% MAX PASSING #200 SIEVE), GRANULAR FILL SHALL BE SPREAD IN LIFTS NOT EXCEEDING 12" IN LOOSE THICKNESS. THESE MATERIALS SHALL BE COMPACTED TO A MINIMUM 95% OF THE MAXIMUM ASTM SPECIFICATION D 1557-91 DENSITY, MODIFIED PROCTOR. ALL CONTROLLED FILL SHALL BE FREE OF ORGANIC AND/OR FROZEN MATERIALS. EMBANKMENT SUBGRADE AREA (TWO FEET BELOW SUBGRADE ELEVATION) SHALL BE CONSTRUCTED IN ACCORDANCE WITH NYSDOT 230-2.02.B., SELECT BORROW AND SELECT FILL, COMPACTED PER 203-3.12. ALL AREAS OF THE SUBGRADE SURFACE WITHIN THE ROADWAY OR OTHER PAVEMENT AREA LIMITS SHALL BE PROOF -ROLLED, WITH UNSTABLE AREAS CORRECTED TO THE SATISFACTION OF THE ENGINEER, PRIOR TO PLACEMENT OF SUBBASE MATERIALS, BOTH EMBANKMENT AND CUT AREAS, IN ACCORDANCE WITH NYSDOT 203-3.03.D & 203-3.02.C. FILL SPECIFICATIONS ARE CONSIDERED MINIMAL AND ARE SUBJECT TO CHANGE UPON DISCOVERY OF UNFAVORABLE SITE SOIL CONDITIONS AND/OR BY A GEOTECHNICAL ENGINEER RETAINED BY THE OWNER/ DEVELOPER. SPECIFICATIONS FOR STREET/SITE LIGHTING ARE PER TOWN REQUIREMENTS/QUALIFIED PHOTOMETRIC ENGINEER RETAINED BY OWNER. ALL GRAVITY SANITARY SEWER PIPE AND FITTINGS SHALL BE PVC SDR-26 HEAVY WALL SEWER PER ASTM D3034, 115 PSI MINIMUM PIPE STIFFNESS FOR BURIAL DEPTHS UP TO 20 FEET. PRIOR TO COMMENCEMENT OF STORM AND/OR SANITARY SEWER CONSTRUCTION, CONTRACTOR IS TO VERIFY BOTH HORIZONTAL AND VERTICAL POSITION OF EXISTING SEWER AT THE CONNECTION POINT. CONTRACTOR IS TO CONSTRUCT GRAVITY LINES PROGRESSIVELY FROM DOWNSTREAM TO UPSTREAM. ANY EXCEPTIONS TO THIS MUST BE APPROVED BY THE ENGINEER. ANY GRADE DISCREPANCIES MUST BE BROUGHT TO THE ENGINEER'S ATTENTION IMMEDIATELY. WATER AND SEWER SEPARATION REQUIREMENTS: MINIMUM 18 INCHES VERTICAL SEPARATION IS REQUIRED BETWEEN WATER MAINS AND ANY EXISTING OR PROPOSED SANITARY AND STORM SEWER AT ALL CROSSINGS, MEASURED OUTSIDE TO OUTSIDE OF PIPES, WITH JOINTS EQUIDISTANT FROM CROSSING POINT, PER NY STATE HEALTH DEPARTMENT REQUIREMENTS. PARALLEL LINES MUST BE SEPARATED A MIN. OF 10 FEET. WHERE MINIMUM SEPARATIONS CANNOT BE MET, WITH CASE -BY -CASE -APPROVAL FROM NYS DOH: • NEW SEWERS SHALL BE CONSTRUCTED OF MIN. PR 150 PSI AWWA WATER GRADE MATERIALS AND SHALL BE PRESSURE TESTED TO ENSURE WATER TIGHTNESS. • LESS THAN 10 FT. SEPARATION ONLY IF WATER MAIN IS LAID IN A SEPARATION TRENCH OR ON AN EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18" ABOVE THE TOP OF THE GRAVITY SEWER. • WHERE FORCE AND GRAVITY SEWERS PRE-EXIST: THE WATER MAIN SHALL BE INSTALLED WITHIN A PROTECTIVE CASING PIPE, CONSTRUCTED OF MIN. PR 150 PSI AWWA WATER GRADE MATERIALS, AND EXTEND 10 FT. MIN. ON BOTH SIDE OF THE SEWER BEING CROSSED OR, WHERE PARALLEL, TO A POINT WHERE THE LINES ARE SEPARATED BY 10 FT. • WHERE A WATER MAIN AND/OR WATER WELLS PRE-EXIST AND A FORCE MAIN IS BEING CONSTRUCTED: THE FORCE MAIN SHALL BE INSTALLED WITHIN A PROTECTIVE CASING PIPE, CONSTRUCTED OF MIN. PR 150 PSI AWWA WATER GRADE MATERIALS, AND EXTEND 10 FT. MIN. ON BOTH SIDES OF THE WATER MAIN BEING CROSSED; WHERE PARALLEL, TO A POINT WHERE THE LINES ARE SEPARATED BY 10 FT.; OR TO A POINT WHERE THE ENDS OF THE CASING PIPE ARE 150 FT. MIN FROM ANY WATER WELL APPLY 4" TO 6" OF TOPSOIL, SEED AND MULCH. PONDING DEPTH 12"t TO 18"t BOTTOM OF GRASSED SWALE SHALL REMAIN UNCOMPACTED IN ORDER TO PROMOTE INFILTRATION. EXTEND AND AREA OF CLEAN NO. 2 CRUSHED STONE (EQUAL TO 10% OF THE BOTTOM AREA OF THE GRASSED SWALE) A MINIMUM OF 4 FT BELOW THE BOTTOM OF THE PROPOSED GRASSSED SWALE. WRAP THE STONE IN NON —WOVEN FILTER FABRIC SHALLOW GRASSED DEPRESSION NOT TO SCALE MAINTAIN 2' MIN. VERTICAL SEPARATION TO GROUNDWATER OR IMPERVIOUS LAYER. OVERFLOW WEIR (SEE PLAN) SEPTIC SYSTEM PERCOLATION AND DESIGN RATES CONTRACTOR TO VERIFY THE ELEVATION OF THE EXISTING WATER MAIN, TO AVOID CONFLICTS, PRIOR TO CONSTRUCTING OTHER UTILITIES. Field Perc Rate Min/Inch Applic. Rate gal/day/sf Z \\\-L POTABLE WATER SERVICE TUBING TO BE: 6 — 7 1.00 Suitable • TYPE K COPPER Excavated • PE 4710 BLUE WATER SERVICE TUBING (CTS) ASTM D2737 SODR-9 NOTE: Design flow 110 gpd per bedroom Material • COMMERCIAL SERVICE 2 3" DIA. 4 BR house = 440 gal. Per day. W a- ALL PLASTIC WATER MAIN AND WATER SERVICE TUBING SHALL BE BURIED WITH TRACER WIRE DESIGN TABLE FINISHED GRADE F- a SECURED TO THE PIPE WITH GORILLA TAPE. BLUE —COLORED #10 BY KRIS —TECH WIRE CO. MAIN BRANCHES AND SERVICE CONNECTIONS SHALL BE MADE WITHOUT CUTTING THE MAIN WIRE, USING 3—WAY DIRECT —BURY LUGS WITH SILICONE GEL ENCAPSULATOR. SPLICES AT ROLL ENDS SHALL BE NO. FLOW TOTAL SEPTIC *PERC DESIGN NO. MIN. MECHANICALLY AND ELECTRICALLY FASTENED BY TYING WIRE IN A KNOT AND CONNECTING EXPOSED BR'S PER BR FLOW TANK SIZE RATE RATE LATERALS LENGTH CONDUCTORS IN SILICONE GEL TWIST ENCAPSULATORS. DIRECT —BURY TRACER WIRE CONNECTORS 4 110 440 1,250 GAL. 6 MIN 6-7 MIN. 4 55 FT Selected Fill z I SUCH AS DRYCONN CONNECTORS BY COPPERHEAD INDUSTRIES, LLC. TRACER WIRE SHALL BE ° +(Tamped) ° N - `co BROUGHT UP 12" MIN. ABOVE GRADE ON THE OUTSIDE OF ALL HYDRANTS, GATE & CURB BOXES. USE 4 STANDARD STONE & PIPE LATERALS AT 55 LF. EACH U) ALL STORM SEWER PIPE TO BE DUAL WALL HIGH —DENSITY POLYETHYLENE WITH SMOOTH INTERIOR USE 3 INFILTRATOR EQ36 OR QUICK 4 ADS LATERALS AT 55 LF EACH. Pipe in _ Ui CURB BOX AND ANNULAR CORRUGATED EXTERIOR. PIPE JOINTS ARE TO BE SILT —TIGHT WITH EITHER INTEGRAL Comp Fill o W BELL & SPIGOT JOINTS WITH RUBBER GASKETS MEETING ASTM F477, SILT —TIGHT PREMIUM BAND .. COUPLERS WITH RUBBER GASKETS OR STANDARD BAND COUPLERS WRAPPED WITH NON —WOVEN •� �� USE 2 ELdEN TYPE B GRAVELLESS SYSTEM LATERALS AT 40 LF EACH. / W GEOTEXTILE FABRIC 4—FEET WIDE AND OVERLAPPED AT EACH END. WATERTIGHT JOINTS ARE REQUIRED WHERE PE PIPE IS SPECIFIED FOR SMA BASIN INLET PIPE AND FITTINGS. EARTH CUT I CORP STOP W BACKFILL FOR SETTLING THE INFORMATION REPRESENTED WITHIN THESE DOCUMENTS DOES NOT IMPLY ANY CONTRACT WITH, % NOT TO SCALE i TYPE K COPPER TUBING OR OBLIGATION FOR, PERFORMING ANY OR ALL TOWN, COUNTY, OR STATE REQUIRED INSPECTIONS CURB STOP DURING THE COURSE OF CONSTRUCTION OR PURSUANT TO OBTAINING CERTIFICATE OF OCCUPANCY. \ \\fi \ \\ \ ��� �� —4-- o) SUCH INSPECTION SERVICES, IF PERFORMED BY THIS OFFICE, SHALL BE ESTABLISHED BY SEPARATE CONTRACT. IN THE EVENT THAT THE CONSTRUCTION STAKEOUT AND INSPECTION OF THE WORK IS NOT z Q TERRATEX N0. 2 NONWOVEN CONSTRUCTION FABRIC OR I f PERFORMED BY THE ENVIRONMENTAL DESIGN PARTNERSHIP (EDP), EDP WILL NOT BE HELD UNTREATED BUILDING PAPER OR STRAW EARTH BACKFILL RESPONSIBLE FOR ANY ERRORS, OMISSIONS, COSTS, EXPENSES OR LIABILITY OF WHATEVER KIND - CO N EARTH BACKFILL JOINT AND NATURE RESULTING FROM FIELD CHANGES AND/OR ERRORS WHICH EDP WOULD OTHERWISE X SERVICE CONNECTION DETAIL HAVE HAD AN OPPORTUNITY TO CHECK AND CORRECT WERE THEY IN A POSITION TO CONTROL THE 5 PROJECT THROUGH STAKEOUT AND INSPECTION. � � 71 PERFORATION 7 NOT TO SCALE � ``� 4" PERFORATED PVC PIPE OR CLAIMS MADE AGAINST CONSULTANT FOR SURVEY STAKEOUT ERRORS WILL BE HONORED ONLY IF z EQUAL " ■ SLOPE ® — 3k PER FT. CONSULTANT IS NOTIFIED FOR VERIFICATION OF THE ERROR IMMEDIATELY UPON DISCOVERY AND g BEFORE ANY CONTROL STAKES ARE DISTURBED. IF, AFTER VERIFICATION, IT IS DETERMINED THAT NO , STAKEOUT ERROR OCCURRED, THE CLIENT SHALL REIMBURSE THE CONSULTANT FOR ADDITIONAL LEVEL TRENCH BOTTOM CRUSHED STONE"-1 „ EXPENSES INCURRED FOR SUCH VERIFICATION. OR WASHED GRAVEL '(01• 6" SAND LAYER ALL ERRORS, OMISSIONS AND DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE GROUND WATER, BEDROCK ENVIRONMENTAL DESIGN PARTNERSHIP IMMEDIATELY UPON DISCOVERY, OTHERWISE, THE N z 24" OR IMPERVIOUS LAYER ENVIRONMENTAL DESIGN PARTNERSHIP WILL ACCEPT NO RESPONSIBILITY. INSPECTION SERVICES BY THE ENVIRONMENTAL DESIGN PARTNERSHIP ARE NOT SUPERVISORY. �. ACCORDINGLY, THE ENVIRONMENTAL DESIGN PARTNERSHIP CAN NEITHER GUARANTEE THE 1 PERFORMANCE OF THE CONSTRUCTION CONTRACTS BY CONTRACTORS NOR ASSUME RESPONSIBILITY 6"t FOR THE CONTRACTOR'S FAILURE TO FURNISH AND PERFORM WORK IN ACCORDANCE WITH THE CROSS —SECTIONAL VIEW LONGITUDINAL VIEW CONTRACT DOCUMENTS. EARTH BACKFILL NOTES 1) DO NOT INSTALL TRENCH IN WET SOIL. TRENCH PROFILE 2) RAKE SIDES AND BOTTOM OF TRENCH PRIOR TO PLACING GRAVEL OR STONE. 3) END OF ALL DISTRIBUTOR PIPES MUST BE CAPPED. 4) SLOPE DISTRIBUTOR PIPE ® 1/16" — 1/32" PER FT. STANDARD ABSORPTION TRENCH DETAIL NOT TO SCALE FINISHED GRADE Z REMOVABLE COVER 4 BAFFLE INSET 2" MIN. 0 d d z CLEAN SAND OR PEA GRAVEL N DISTRIBUTION BOX NOT TO SCALE INVERT ELEV. OUP TERRATEX NO. 2 NONWOVEN CONSTRUCTION FABRIC OR UNTREATED BUILDING PAPER OR STRAW _ �-2" MIN. I—� �— LEVEL TRENCH BOTTOM 1. PIPE JOINTS TO BE SEALED WITH ASPHALTIC MATERIALS OR EQUIVALENT. 2. INVERT ELEVATIONS OF ALL OUTLET PIPES MUST BE EQUAL. 3. THE SLOE OF TEE OUTLET PIPES BETWEEN THE DISTRIBUTION BOX AND THE DISTRIBUTOR LATERALS SHOULD BE 1/8" PER FOOT. 4. CONTRACTOR TO US SPEED LEVELERS AS SUPPLIED BY FORT MILLER TO EQUALIZE FLOW. 1-1/2" ,EOTEXTILE TLTER FABRIC VASHED CRUSHED ;TONE OR WASHED ;RAVEL 3/4" — 1Y2" ;IZE WRAP WITH )N-WOVEN GEOTEXTILE ;UCH AS 41RAFI 18ON OR EQUAL I-2' WIDE •-� STONE INFILTRATION TRENCH NOT TO SCALE 5' CONCRETE: 4000PSI REINFORCEMENT: ASTM A615-GRADE 60 ASTM A185-GRADE 65 ENRAINED AIR: 5.0%-9.07. MEETS ASTM C890 rA 24" TAPERED HOLE & PLUG (TYPICAL) 1250 GAL. 5'-3" THE SLOPE OF THE INLET PIPE BETWEEN THE RESIDENTIAL UNIT AND THE SEPTIC TANK TO BE Y4" PER FT. 1250 GAL. 10'-2" iIGH DENSITY POLYETHYLENE PIPE SEALS PROVIDED AT ALL PIPE CONNECTIONS SHOWN. *TANK SIZE WEIGHTS, LBS GALLONS TOP SLAB *BOTTOM TOTAL 1250 2660 1 8820 11,480 *INCLUDES BAFFLE 1250 GAL SEAMLESS SEPTIC TANK NOT TO SCALE cli W, ....p 0 U) N N W N F_ � O W CO M W �0 W QZ J W c a Z W Do g0- u. LLJ 0 Y O 0 0� W z 0 WSW N Z _ Z J U) } U W Z — 1 W � J � 0 ZaQ0() Q 0 LL Z W O W Z (t Q Z V 0 Q O c 0 DRAWN BY EHK CHECK BY CRW EDP PROJECT NUMBER 11994 E ALTERATION OF THESE DOCUMENTS IN ANY WAY, UNLESS ONE UNDER THE DIRECT SUPERWSION OF A COMPARABLE ROFESSIONAL. (I.E.) ENGINEER FOR AN ENGINEER, ANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT OR URVEYOR FOR A SURLEYOR, IS A NOLADON OF ]HE NEW ORK STATE EDUCATION LAW AND/OR RECULABQNS AND IS A CLASS A" MISDEMEANOR. REVISION DATE BY REVISED PER TOWN REVIEW 1 AND APA REVIEW 2-23-2020 OKS REVISED PER ME REVIEW 1-8-2021 CRW STORMWATER REVISIONS 1-29-2021 CRW REVISED PER ME REVIEW 8_4_2021 CRW FINAL REVIEW do CHECK 5-27-2021 TJM REVISED PER ME REVIEW 8-28-2021 EHK l®A No. 080299 SCALE: N.T.S. SHEET TITLE: DETAILS SHEET: 7of7 E Q �r ch N 0 N N 0 rn a rn ry- a A I w z Df w N 7 I Oo h I A I 1n w w z i Ln 6 a _a o, p rn 3 I In 0 / a 41 L o, a 0 L o_ tn kn 0 L LD 00 r / 6 0 W a, L a N 3 J / r oe pq w z w w C3 z w W W a 3 n'!