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SITE LOCATION MAP SCALE: 1" = 2000' SITE 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 MDR, LC-10A, RR-5A 51.73f ACRES SINGLE-FAMILY ATTACHED 50% 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 P GROSS PROPERTIES, LLC 748 LUZERNE ROAD TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK ftTown of Queensbury Community Development Office 742 Bay Road, Qaeensbary, NY 12804 , Town of Queensbury Planning Board RESOLUTION Approve SUBDIVISION PRELIMINARY STAGE 19-2020 JP GROSS PROPERTIES, LLC Tax Map ID: 307: 1-22 / Property Address: 748 Luzern Road / Zoning: MDRILC10A/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 Luzern 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 Queenabtay Zoning Code -Chapter A-183, the Planning Board has determined that this proposal satisfies the required 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 N 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'd 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. 519.761.82201 Fax: 518.745.44371742 Bay Road, Queensbury, NY 129041 www.g,eensbt".net 4 Town of Queensbury Community Development Office 742 Bay Road, Queensbury, NY 12804 Town of Quec usbury Planning Board SEQR RESOLUTION - Gantt Negative Declaration SUBDIVISION PRELIMINARY STAGE 19-2020 JP GROSS PROPERTIES, LLC Tax Map ID: 307. 1-22 / Property Address: 748 Luzeme Road / Zoning: MDR/LC10A/RR5A The applicant proposes a six lot residential subdivision, The project includes shared driveways - Lots 2 & 3 and Lots 4 & 5. Lot 1 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 inhxks a small section across from Luzeme 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 Qum: No Federal or other agencies are involved; Part 1 of the Lg g 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 environmeatal impact statement need not be prepared. Accordingly, this negative declaration is issued. MOTION TO GRANT A NEGATIVE DECLARATION FOR SUBDIVISION PRELIMINARY STAGE 19-2020 jr GROSS PROPERTIES. LLC. introduced by David Deeb who moved for its adoption. As per the resolution prepared by staff. 1. Part [I of the long EAF has been reviewed and completed by the Planning Board. 2. Part IiI of the long EAP is not necessary because the Planning Board did not identify potentially moderato to large impacts. Motion seconded by Brad Magowas. Duly adopted this 190 day of January 2021 by the following vote: AYES: Me. White, Mr. Shafer, Mr. Hunsinger, Mr. Magowan, Mr. Valentin, Mr. Deeb, Mr. Traver NOES: NONE Phone: 518.7612220 I Fax: 519.745.44371742 Bay Road, Queensbury. NY 128041 www.queea dwry.nei NOVEMBER 9,2020 Town of Queensbury 1WCommunity Development Office 742 Bay Road. Queensbury, NY 12W 4 Town of Queensbury Planning Board RESOLUTION -AZ=m SUBDIVISION FINAL STAGE 4.202) JP GROSS PROPERTIES, LLC Tax Map ID: 307.4-22 / Property Address: 748 Luzeme Road / Zoning: MDR/LC10A/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 thhat 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 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 Luzern 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 193 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 detetn fined 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 modiflooion[s) do not result in any new or significantly different environmental impacts, and, therefore, no further SEQRA review is necessary; 2. Waiver requests act no waivers were requested 3. The approval is valid for one (1) 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 Mcommencxd significant site work, 4. The limits of clearing will Constitute a no -out 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 Phoac: 5I8,761.92201 Fax: 51 R.745.44371742 Bay Road, Queensbury, NY 12804 I www.queeusbWy.net Town of Queensbury Water Department Approval $1,9S'I.DUZI T., ri... a �. rf P ,aq%/9 `I, � k v� k Q �y �w>!Z`, ;�, a;�}.,,y,`3 G ��M..r 1, n s.`. ., xq d. t :;Al, ;­ <1. < �:, Z,rx :.a: xz' lY k Ai, uF F ,�LeF� .A x •< r.... # ii x , x� :,fit # ' �<31_ :K3 .✓ 22 : Y ,6� x' r, .� , tit K. .6,. <4 F..4 > .4. ax'. R w': 11Z ➢ 3 T... 'X` x' " } , 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 Kly 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 stampod by the Town Zoning Administrator. These plans must include the project SWPPP (Storm Wader 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, mtm 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, inaludiag building permits is dependent on compliance with Iris and all other conditions of this resolution; 11. As -built plans to cartify that the subdivision is developed according to the approved plans to be provided 11ig to issuance of the certificate of occupancy-, 12. Pending APA sip*M Motion seconded by Jamie White. Duty adopted this 23"d day of February 2021 by the following vote: AYES: Mr. Valentine, Mr. Dwb, Ms. White, Mr. Shafer, Mr. Hunsinger, Mr. Dixon, Mr. Traver NOES: NONE ABSENT: Mr. Magowan PW2of2 Phone: 518761.82201 lax: 519.745.44371742 Bay Road, QwensburY, NY 128041 www4 *wyxA PLOINiNG BOARD APPROVAL Approved Under Authority of a Resolution Adopted 4,06L by the Planning Board of the Town ., of Queensbury, NY. ' Chairman Otte Signed; - 2=15a2892 Paahala J. V098L Warren Co Clerk 09� � ­11 ;;_ � � I _,: ,___ TOWN OF QUEENSPURY PLANNING CIr FIDE Instr # 2021-3000075 09/17/2021 01:49:54 PM .1 Pages MAP FILED NYSDEC CONST�JCTION 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 i i I _J (n N N t N r W t laaaaaas O O ' I'--MW t, t.t W 6 `J co a0 W U Q Z J 2 W //J � oVVJ P LU Z w I� Q O mi W 0 LL W CO o Y 0 i- W W O Z a �X� Z � w W O - Z lllllllllllllllN m Z J Z } Q o0 W I- U ti W � J F- O ltt� Z a a 0 U �DQ°0LLZ oW �-ZR Z Q W � 3 Boa V)�O_JI-�: RAWN BY EHK HECK BY CRW DP PRQIECT NUMBER 11994 W /uaoen 14 OwECT SUPERWSM OF A COWARAKE CFESStOVAL» (LE) DVG998N FOR AN ENGINEER, VOSCAPr ARCFITECr FOR A LANDSCAPE AROVE1Cr OR RWYOR FUR A SMUEYGR, /S A NGYArICN OF IM NEW RK STATE EDUCAMN LAW AAVAV REGLCAI)OW AND /S A CLASS A' A05DEMEANOR, EVISION DATE BY WISED PER TOWN REvaw ,s 0 APA REVIEW a-as-aaaAo a WED PER TDE RENEW 1-6-2021 CIiW 011MalnIIt REVISIONS 1-29-2021 CRW i WISED PER TOE REVIEW 8-4-2021 CRW < OL REVIEW k CHECK N 5-27-2021 TJM It WISED PER 1DE REAM IT EHK - N 0 N 0 0) 3 0) ai W La Z W LA N J I m It d- ^I Vl QV of CO ' .11 0 # * w x 0 U "' 1A C .080299 ��� a �R�FtwSSIC� 2 f oi c Qv a i CD 3 KALE: 11 AS NOTED In +•+ L no CL 0 L O- In to O L LO SHEET TITLE: 00 a d L COVER SHEET Qv rr L PLANS PREPARED BY: J I ti 1 € f r SHEET: � kL`DEASIGN � IP; 67 .. 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I ., ; 't, \ •`;t ;t ' �•, ab� Area � � , / / / • � ool _ ,i;;:'" � , ; ; ', 1; ' I \ . at, , \\' �' 1.81 Acres / — _ 1 / � •" LUZERNE ROAD % \vs i .' / ' ' ' ' ••+w � LANDS N/F OF ' ` \ 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 = WOOD FENCE = UTILITY POLE = FIRE HYDRANT N = WATER VALVE � RR yILM G �• LANDS W OF ELIAS 7 ROSLYN SOCOLOF 1024N78 307.4-22 Z Q CL ^I ZI V � a a U)� z � W O w` W O Ps 0 cc. m 0 w o m q � a J W 0 oz ww`` W -N w 0 0 W E ai A 0 M d� CO O Gh O VL 0 z W Pat.Vy � z a q Aa � 0 C z T^ V b 0 b r � CQ W � Co Date JuMx y 8, 2015 scale r-1w S-1 0EE1'2 OF 7 DWG. NO.14-033 24-21-26A (cd) G r 6 rrO j-%6-v-r— 6 -% 0%A-rlr-%A1 11AAM © 2021 BY ENVIRONMENTAL DESIGN PARTNERSHIP, LLP, ALL RIGHTS RESERVED UNAUTHONZED ALTERATION OR ADD17ION TO THIS MAP IS A VIOLATION OF SEC7ION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUJCA77ON LAW. COPIES PROM THE ORIGIVAL OF THIS SURVEY MAP NOT MARKED WIN 714E LAND RRVEMIRS EMBOSSW SEAL SHALL NOT BE CONSIDERED A VALID TRUE COPY. CK LANDS N/F OF LANDS N/F OF US TIN CRANNEL BOOK 4770 OF DEEDS AT PAGE 75 N54'31'300E 41.92' R=4Q00' x L=100.27' N89V6'05 "W 82.59' N0873'25 "W 84.87' RR-5A ZONING- -+ S54'14'S8"W LC--1OA ZONING-r 6&95' S8270'36OW 89.38, LANDS N/F OF ELIAS & ROSLYN SOCOLOF BOOK 1024 OF DEEDS AT PAGE 178 47 89' - — - -S--82-20'36"W LANDS N/F OF CORINNE .JENNIFER AIAT77SON BOOK 4202 OF DEEDS AT PAGE 143 LANDS N/F OF TRACY TABOR & DA ND CORLEW BOOK 4337 OF DEEDS AT PAGE 58 973.83' OD OM SUBDIVISION PLAN LEGEND: . DENOTES LANDS SUBDIVIDED FROM LOT 307.-l-22 y SINCE MAY 22, 1973. N/F DENOTES NOW OR FORMERLY S20'19'25 "E Y 210.16' S82'32'37"W 51.24' GRAPHIC SCALE 100 80 60 40 20 0 50 100 200 400 (IN FEET) 1 INCH = 100 FT. ■ n o� N C1 z � uj- Z X, �^N f o o f 1 U) N N W IN cj � ~ in co W w O W Qz J W W ~ z W Q o (L u. W co o Y O �-- O 0� W Z Z O WwW -- z N m Z }� V Q o0 W F- U N W j I-:)O cy() D�QooZ W OW Q Z w Z � V 0 Q � O I- ?: DRAWN BY EHK CHECK BY CRW EDP PROJECT NUMBER 11994 ON OF 7MEW DGICEANIENW= !/HOER INE VAT)ECT SPERWSLW CF A COfPARABLE &VWJM FOR AN 0 ARCIpTEC7 AO LASZW ARCH"EC 4NART OR W:YtlR FOR A SURYEYIX IS A WOEATKM! OF PC NEW STATE MUCAMW LAW AAWjTW RERRAIMS AND 6 A CLASS A MSDEWANCR. REVISION DATE BY PER TOMN REVIEW 12-23-2020 AND AM REVIEW OKS PER ME REVIEW 1-6-2021 CRW TER REMS#OIS 1-26-2MI CRW PER TOE REVIEW 6-4-2021 CRW REVIEW & CHE= 5-27-2MI TJM PER ME REVIEW 6-26-2021 EW TIMOTHY J. McALONEN PLS 50,471 tmcclonenOedpllp.com �OF NEt-V SpSEP My0 f p O I l � Z F�cAND SCR SCALE: 1 �� = 100' SHEET TITLE: SUBDIVISION PLAN SHEET: 3of7 Q lh cu 1u 0 LU In O O) 3 Q O) a Q Of I Li z ix LJ N J i W sf N I a 0 I 0 / H F LJ Li 2 N IA C d a a o, 0 A / Q a I In 0 / tA as i oI a 0 L EL a 0 L 0 OD v r- / a d 0 w aI i N N tx J / tx m N z Li W C3 / z W w 3 / 24-21-26B (cd) IPF NN �� i i \ 1 i / i \ ' s i 1� \ SOIL DATA: ,e THE FOLLOWING /VEIL 1RAT/ON TESTS WERE PERFORMED ON 11 N tl i\ \ \ \� \ �S \ i \ \ I t \ li t `-, • // `\\ t \ \, \ \ / JANUARY 15, 2020 AND WERE OBSERVED BY ENVIRONMENTAL DESIGN PARTNERSHIP, LLP: N. \ \\ \ \ \ \ } \ �, / ALL WETLANDS WERE LOT 2 \ \\ �.Y% \` L \ \ .� \ I ? , \ so N i 4 \ \ X � I ! i j � � � i t ,.'... s, / DEU EATED BY THE APA �\, AND ARE ACCURATELY SHOWN �� \ SOIL STABILIZATION RATE=43 /N./ HR. `\\ EBUT NTIR OT SHOWN IN THEIR \ PROPOSED TREE UNE. \ �\ \ / 4 1 `\ -� _I I \ , i ` / \\ _ •'' so8., / ETY ;\ TYP. sue" \ \ �, \ i / i ? ,`\ 1 ` �_ o— \i \ \ ; / \ �'^-% �, '� \ ' a �• SOIL STABILIZATION RATE-14 /N./ HR. 'C \ /� \ / `� \ 1 ` \ \\ THE FOLLOWING INFILTRATION TESTS WERE PERFORMED ON Z tOCIA t \ _ \ PROPOSED TREE UNE. / \ \ N. \,// \ • s, / `\ \ N. \\ ° MAY 28, 2021 AND WERE OBSERVED BY ENVIRONMENTAL / 9\ \ IT 1 '� \ i \ DESIGN PARTNERSHIP, LLP: S ' 1 \ o ,\` \ ` t \ // \ c c \ \Y/ t l \ \\ LANDS N/F OF LT'� . LOT i6 1 ` \ \ �� \ \ l\ / / �.,5� ! l j \ \ \ GUSPER d _ - - _ _ SOIL STABILIZATION RATE=144 /N./ HR. I \ \ o \�, \ _ i_ ` s / \ \ \\ \` _ _TT- N O \ i \ N� �` ` _ �,� ��` \ \ \ aoo�T o or, DEEDS _ �%� N N \ ` \ : /. \ r• �`\, \ \ i AGE 82 SOIL STABILIZATION RATE 131 /N./ HR. V \ �. / y�0 s GF-505A0 ' \ \ , l T 5 N VEGETATED SWALE, r ! _ Ts .� ` \ \ � \� 1 �'• ` , �\ \ / A im a- l '` \ ` ` \\ t SOIL STABILIZATON RATE=96 /N./ HR. t �` SOIL STABILIZATION RATE=51 IN./ HR. m ` \ i t n ? n + \ \ 1 \ } \ ``�`r.. `�e` VEGETATED SWALE. \ \ } \ ! 1 I , i C�1 �\� -- 5??0------_ . -_ \ \ \\ N, TYR \ \\ \ LT�#Z w It i�—_ \ \ \ SOIL STABILIZATION RATE=206 /N./ HR. r n -861.� \l j i/f 124`� /`\\, _ _ �P : \ \\ \ \ \ \ Q q-860.50 \ \ 11 �. s2s. / \\�/ \. \"\ \�`. \ s \ cc ? t \ \ y \ \ \ SOIL STABiLIZA77ON RATE=96 IN./ HR. V G SHALLOW GRASSTHE yC G PERCOLA 77ON TESTS WERE PERFORMED ON DEPRESSION W/ t ( �\ i , i 1 ' s? �/ '�, \ \ JANUARY 15,N2020 AND WERE OBSERVED BY ENVIRONMENTAL o OVERFLOW SPILLWAY, } E o°° \ i ? PT \ \ ui _ TYP. i oo t / / \. \ �` , \ \ \ \\ `\ \ ee°O ``\� -- `0 -''�� DESIGN PARTNERSHIP, LLP: (n `� TP 0 \ \�\Jp� PTdfl 0 w_ \\ 1 i \ \ \ \ , �// \ ` c`,\\\ �`\ �\\ \ I 1 V \. \\ `t tri SLOWEST PERCOLA7ION RATE=4.16 M/N./1N. Z w . \ \ SLOWEST PERCOLA7ION RATE=5.57 M/N./IN. a PROPOSED . \ LANDS N/1r OF LOT \ `, 1 ` 1 ` I s \ INFILRATION BASIN I OVERFLOW SPILLWAY ,/pNATHAN 8 PW NORTH WESTERN1s-�- ?' �. \ \ \ I \ i ° i \ l ELEV - 501.50 \yt KAELYN BRENNAN O. 0 .MALE' 1 =50 - 538 -� //� Y ~`\ \\/^\� . \\� `�` \\ \ \`\ \' ` `�� \\ \ \ \ i �\ I \\\ U�� \\ BOOK g511 OF DEEDS r^ w . �., ., \� \ I ( \ AT PAGE 2.i2 SLOWEST PERCOLATION RATE=5.78 M/N./IN. � vi 0 C�JT1 SOIL DA TA: c \�: �i ` I 1/ �_ aF t `\ \ — — _ _ _ ,. / / ,;\�\. `� �. t ` �` �' I\ \ ` I �\ I \l `\� O Y ' PIPE ` \ \ \ \ ( / \ \ s S 4G O `\., `\ s3 \ \ i I \ q - ` s — \ o + \ + I �.\ `q SLOWEST PERCOLATION RATE=2.32 MIN. N. O w THE FOLLOWING TEST PITS WERE PERFORMED ON JANUARY 15,� • i �, \ -��--�\ \ \,\ ; j \ I \ i ( I .� 1 �\ \ �f► Z %' 2020 AND WERE OBSERVED BY ENVIRONMENTAL DESIGN f >t i i i _ \ - .� �, \ \ \'N' I \ PARTNERSHIP, LLP: / r / i I j / • \ �i `` ? ' Y'\ �,--___ ~"` \\\~ \ �� \� \\ \�\ \\\ I �I ;\ , I a > GRADING PLAN LEGEND: O N m w 7P1 F •• ~` \ \ \ SHED 0" - 12" TOPSOIL, FINE SANDY LOAM ROCKS DARK BROWN. MANY ROOTS, SOME SMALL R i \ ; • `�� �\ �`\� ""�•• '" ___. " •. �' \ \ \\ `t ( I �\ ( i i\ 1 Z 12" - 30" FINE SANDY LOAM, LIGHT BROWN ' \ \ \ \ • � _ 1 �` - `� \ " I } > > \ / �� ! '\ / \ •_.__ � --•,. _.•..,. ..\ �` •\\`\�\ \ `� \,\II \ I \ � \ \\ I 1 I� � / , \ \ � x4a4.�0 DENOTES PROPOSED SPOT ELEVATION � Q � Z MANY LARGE COBBLES 8-10 , MANY ROOTS 1 } \ \ ' — I`\ , Z 30" - 72" SANDY LOAM, LIGHT GRAY € 1 ,, \ , AR£A `` �\ ALL WETLANDS WERE _ _ _ \\�\ \\\ �� ` ?, \ i \ \ \\ �! i ` 1 � I ��' 150�� � � (� � w Z V \ ab DENOTES EXISTING CONTOUR J SOME ROCKS 3-4", SOME R0078 / \ \ \ i \ / DEUNEATED BY THE APA `\� 1 `''\\\� �\ \ \\ \ 1 I \ `� 1 \ I �t \ •49'11 ' �y / I \ \ AND ARE ACCURATELY SHOWN \ \ \ • \ 1 N \ i NO EVIDENCE OF MOTTLES OR SEASONAL WATER TABLE \, 1 1 i \ ss t 1 ? 1 \ ~� w- s-w /�\ BUT NOT SHOWN IN THEIR �\ a i \}\ \\\. \\'t 1 \ ? ? \ I ` , I ; t �i Z Q. Q Q ce? / --_ ENTIRETY �:1 II \ 1 \ I l \ I I i 1 l DENOTES cy V TP2 \ t }/ i ? ii 1 ± .� ( I \\ \ti. :i\ 1 \ \ I j ` \ \; LOT #3 t I I I o t \ �ES PROPOSED CONTOUR O" - 18" TOP SOIL, FINE SANDY LOAM \�� } a ~ \ ( , \\ 7 I I ; i '� \ PT �• 1 0 t - ::)Q O Z DARK BROWN, MANY ROOTS SOME SMALL ROCKS \ \ Ll ? ? ! �`+ se'• - / 1 ( t \ 11;1 \ + ? \ 18" - 42" FINE SANDY LOAM, LIGHT BROWN ;�, t1\t / t`sse / hg2 + ( \ \\ti ,I 1 I \ $ `" ? m w \ \ p w QZ� MANY LARGE COBBLES 8-10", MANY R0078 \ ti \ \\ / i • �• I \ 1 I Z 42" - 72" SANDY LOAM, LIGHT GRAY i /? i '? �o \�j \ �` I I t \\ �;1�\t`; LOT4 ` �'� \ :\ `\ SOME ROCKS 3-4 , SOME ROOTS } \�`\ 1 it t \ \ i \ Y\ `` �.., �� Y� �` ` I i `? '• \ I \ \ �� \ ! I \ \ �' 0 Q NO EVIDENCE OF MOTTLES OR SEASONAL WATER TABLE + r 1\ ;� / j \ �\ �' • /� `� `\ ' \ ( I �,i `: \`\\` ; , I ► \ \\ I \\ \ \ I \ I 1 ; Q t ( i , i I \ tea„ •r / \ \ \ i i! I 1� ` :\ LANDS N/l: OF 0 _) 7P#3 t#;' t f 4 i � \! f I i I I t I \\ I \ \\ t \ I 1 \ BRETT FLAHERTY Ow�wN er EHK 0" - 3" TOP SOIL ? i 1 ( \ \ �C, /! t i ► \ \ I \ 1 eoDK e60 OF DEEDS t ` i Z .7b \• \ \ AT PAGE 121 DARK BROWN, FINE SANDY LOAM` , s • `• \ \ \ i \ ` CHECK By CRW ?1 ?f / \ I I ►� ijj ii i f \ \ 3" - 72" MEDIUM SAND, FILL, LIGHT GRAY ` ? �� \ ly ,!! \\ �` !`}p ! I I \� \\ I \\ \ \� '� �t \I t \ NO EVIDENCE OF MOTTLES OR SEASONAL WATER TABLE I i I /? } rF 2a , i� EDP PROJECT NUMBER 11994 q } IMAY LETE i / i `- r \ t 1A41DER THE OVRECr SUPERW3101V OF A CGWPARAME 1 ' ? I i�J.�.n "i/f- 21 / \. \ ,� i I � f I i� 1 \ ( � \ ` \ i � \ \ 1 i i 1 �. \ ��� \ ��` + j \ \ \� `i I \ i I , \ SO Ar..) E NGNVEER FOR AN SVGWAER, 0" - 10" TOP SOIL, FINE SANDY LOAM t ' /� i \� / Z` \ \�� \ ' \ I ' I i '\ \ \ ARN:YTECTMW FORiAW A LANIDIF REQAPE ARCI S—AA1IECT OR TP&i \ / \ I 1 I ! r 1 ' J \ \ \ \ ASTAST EDfAA XASS ' *AAA REDLY AT QM A !S DARK BROWN, MANY ROOTS, SOME SMALL ROCKS ( } �! ? t \ 's • ( I \ 10" - 22" FlNE SANDY LOAM, LIGHT BROWN \ • \ PROPOSED TREE UNE, 1 A A AMSAEAfEANQQ. ' C� ` \ \ / • "� TYP. ! ( \ I � � \ \ i ?,� � � SIO�N DATE BY MANY LARGE COBBLES 8-10, MANY ROOTS �\ \ \ ; \` �� �\\ / , I I %� \\ \ \ (' \ `� I \ TOWN PROPOSED wD APA REinEw 22" - 72" SAND, ' LIGHT GRAY \ \ l \~\� � \ �. N • \ o\ t \ `� I \ \I i \ i \ VEGETATED SWALE, h 1z-zs-zozo acs SOME ROCKS 3- 4 ", SOME ROOTS \ \ `\ \� / • (OT ( \ ` I + ' !' J ` 300.E UP INFILTRATION TRENCH RENSm PER ME RENF]T 1-4-2021 CRW NO EVIDENCE OF MOTTLES OR SEASONAL WATER TABLE �� ` \ \,`� • \ \ \ \ I j + ( �I \ I 1 \ I \ i q `` ALONG DRIVEWAY f \\ \ ;l \ , • \\ \\ �\ t I t I 1 '� \ \ I \ 1 \ t�t1., w� sNonNwimN raEvisw►s t-zs-zozl cnw � \ `\ \ \ \ .( \ , l \ I i i \ \ ` I \ �f'1 • '11 G _ • \ > \ REVISED PER TOE RENEW 6-4-2021 CRWLQ MOEo `\ \ \ I i \\ \ N { _ _ _ FINAL RENEW t a+Ecic s-zr-1 rw 0" - 8" TOP SOIL, FINE SANDY LOAM \ \ o \ • T. \ FF#- N, 00\ \ ? I I A \ \\ DARK BROWN MANY ROOTS, SOME, SMALL ROCKS \ o, \ `\� \ • �� i \. �`� I s,..' /�',t .1'� GF.� "` i •,._ -e' — — a {� REli15ED PM ME REVIEW LIGHT BROWN \ �, \ \ i F 549.b0 \ i ,I `1 _ + \ e-ze-zozl eNac .-. 8" - 22" FINE SANDY LOAM, " \ i i \ \ \\ �i\ • \ + I` ? GF S.Db ( I t I ? 1 I a ! \ — 1\ N MANY LARGE COBBLES 8-10" MANY ROOTS i ; 1 i ? i i I ` \ `�\0- \ ( 1 '• \ I i + s I I\\ \ : _ _ --'� -� \ ( _ N N I i ,Z 22" - 72" SAND, LIGHT GRAY 1 \ ti i t ' \ sw\ i t 1 \ ! I I l `? E 1 F + 1 I r; I (\\� - — t ` o SOME ROCKS 3- 4 ", SOME ROOTS i \\ �\ + \ i ' t + t }} ! I 1{ '• I ? ( o m t s i i I t ' ; i li it , I + ? 1 v 1 \ C) NO EVIDENCE OF MOTTLES OR SEASONAL WATER TABLE i ` \ ? \ I ' ? I ( 1 + \ 7po f 1 \ • ` FFi-57Q.00 ; ? 1 0o E I i I ``} p I e I I 1 \ i' Z 56d.00 , � t �, , i a O" - 12" TOP SOIL, FINE SANDY LOAM � � ? t >e t DARK BROWN, MANY ROOTS, SOME SMALL ROCKS I f �A \ \ \ ` ' \ �\ I 1 i 1 5 ( o i ( i I j 1 ! ; I 12" - 31 " FINE SANDY LOAM, LIGHT BROWN t \ \ 1 I II I ? l i } ! a �; N j \ MANY LARGE COBBLES 8-10", MANY ROOTS N \ \\ i ~, } F �' i ; �; _ 31 " — 72" SANDY LOAM, LIGHT GRAY \ `� 1 ` i { , 1 1 ? j N I 1 I ' c SOME ROCKS 3-4 , SOME ROOTS \ �' ? , IT °°°° t \ i t i I"' ? } P� 2 i I \ ` Z 0 0 1 I i I t l I { j,� FF-493.00 \ w " ` \ t 1i , \ i 1} \ } (', l ; (tn ;` ,o l ip N 1 , { 1 h 4 XN GF 92.50 \ NO EVIDENCE OF MOTTLES OR SEASONAL WATER TABLE N/F �\ \ � � e � t � \ + 1 } , f� i i I '� 1 " ' I { j { � EEN URY \ l 1 \ i I t, `i \ I , I I } \OD THE FOLLOWING TEST PITS WERE PERFORMED ON MAY 28, s S \ \ 1 tv TP I i (, ? ' v 2021 AND WERE OBSERVED BY ENVIRONMENTAL DESIGN ACC tm` ! `,°n , - ` / i I ro i ! ( ( t 1 \ �`► , PARTNERSHIP, LLP: i I \ i 1 I I I t " ,t1 Z � � J \ j f �1\ f� ?; I 1 i� i 1 1, i a- Tp,F7 \ 1 F i_ i t it , j i PROPOSED 12 I i 0" -- 12" TOPSOIL �� I \ i( • I i ' I ( WIDE DRIVEWAY, 1 N� o 12" - 36" FINE SANDY LOAM, s l , \ i 1 ; ,TYPi { ( POTENTIAL. FUTURE i •.�.►- _ -- , RED BROWN SAND wAtt� ; JJ MANY LARGE COBBLES 8-10" TANK l t \ I SHALLOW GRASS I I I I i [ _ — — " stcaE DEPRESSION W i !I + ( SHALLAW GRASS i i 1 II 1 1 / i ( j I ' 1 POOL LOGTION i _ _ i \ up ►�/ i �� w 36 - 63 MEDIUM SANDY LOAM, LIGHT GRAY N !, 1" / r< I I , t i ? 1 2 1, cur. N OF MOTTLES OR SEASONAL WATER TABLE • OVERFLOW SPILLWAY. i + ( DEPRESSIONS W/ I i I i ' ` _ — — NO EVIDENCE O ? TYP. +" 1 1 OVERFLOW SPILLWAY. + I ( ti } ( I ` �[ — _ — '\ \ _ } ~ ' m IL,ti Y 0" - 8" TOPSOIL ( _ w 8 ` \ i RAP >` , I \ / (: + ? I I I { ji \ w HYD i RI `fio 0. D$o�9 v,�� a 12" - 36" MEDIUM SANDY LOAM, RED BROWN SAND \ • i \ 1 s 07 lM " MANY LARGE COBBLES 8-10" LIP [ \ / j 1 I ( I i I I — \ \ \ L c �P } Ess1oNP 72 COARSE SANDY LOAM, LIGHT GRAY BROWN •� 36ul " SOME ROCKS 3-4", SOME ROOTS / _ • ! t 1 n NO EVIDENCE OF MOTTLES OR SEASONAL WATER TABLE H 1 \ PROPOSED EAVEir lPF SCALE: MALE " m --i - — I — — TRENCH n i 0. - 6 TOPSOIL/ROOTS ( I — , _ 1 \ _ 1 = 50 IA 6" - 26" FINE SANDY LOAM, RED BROWN SAND I ! $ o N�84 } 1 !. R 525.00 ! 1 o �'' 4 1 S 23 '37"W 01 MANY LARGE COBBLES 8-10" W I 3 ` 26" - 36 SANDY LOAM, LIGHT GRAY L-16788' o • 3 �'� H1'D `' �i +� ' ! �-' A , ' ' S1, 4' i 36" ROCK REFUSAL, VERY LARGE BOULDERS >24" S�7?. , - c� I RQ c 01 a y % o NO EVIDENCE OF MOTTLES OR SEASONAL WATER TABLE 0B'E j 47 00 s 1 I 1 iI L `� i - 24• �'In v in Tpj# • , f 10 / „`� -'4 • t } 4 t S ) p = I INV 309. a2 0 - 7" TOPSOIL SOME ROOTS i '�•�,uP - S tLO 7" - 23" MEDIUM SANDY LOAM, RED BROWN SAND �coE �„�SHEET TITLE: v MANY MEDIUM COBBLES 5-8 DIRT ROAD 23" - 48" SANDY LOAM, LIGHT GRAY \1 LARGE BOULDERS----------� I - - 1 48" ROCK REFUSAL .� GRADING NO EVIDENCE OF MOTTLES OR SEASONAL WATER TABLE `�� \� 1•02'3'S3 SWIMMING POOL NOTE LOT 1:PLAN a • 1 TP#11 _ • 0" - 6" T•OPSOIL/ROOTS •• PROPOSED LOT 1 WHiCH FRONTS ON TWO PUBLIC 3 8" - 45" FINE SANDY LOAM, RED BROWN SAND, SMALL w • LANDS N/F OF CORINNE JENNIFER MATTTSOIV RIGHTS -OF -WAY, A PRIVATE SWIMMING POOL SHALL BE ALLOWED i ROCK 36 W BOOK 4202 OF DEEDS AT PAGE 143 TO BE ERECTED ON THAT PORTION OF SAID LOT THAT IS w DIRECTLY ADJACENT TO THAT SIDE OF THE PRINCIPAL BUILDING SHEET: 45" - 72" SANDY LOAM, LIGHT GRAY SOME ROCKS 3-4" % 1 WHICH IS DIRECTLY OPPOSITE THE ARCHITECTURAL MAIN ENTRANCE NO EVIDENCE OF MOTTLES OR SEASONAL WATER TABLE • 1 OF SAID BUILDING AND THE NEIGHBORING SIDE LOT UNE. IN NO GRAPHIC SCALE w • CASE SHALL THE POOL BE ANY NEARER TO THE LOT ONES • 0 14" TOPSOIL/ORGANIC MATERIAL • ABUTTING ANY PUBUC RIGHT-OF-WAY THAN THE FRONT SETBACK 4 of 7 FOR THE PRINCIPAL BUILDING SHOWN HEREON. FURTHERMORE, z 14" - 40" GREY LOAMY SAND, VERY ORGANIC, ROCK LEDGE * THE POOL SHALL BE SCREENED FROM THE VIEW OF THE PUBUC so zo to 0 2s so too zoo FRAGMENT • RIGHT-OF-WAY AND THE NEIGHBORING PROPERTY BY MEANS OF (IN FEET) 40" ROCK REFUSAL/LEDGE • NO EVIDENCE OF MOTTLES OR SEASONAL WATER TABLE • LANDSCAPING. 1 INCH = 50 FT ' . -f 2 4-21-2 6C (cd) "\\ ; i e '\ v i I T``.,`, :t BOQK 495 8E 33 tUJ 50 WELL SETBACK ° i \ `►fir t \ �\ \ \ \ \ \l \ t t I ; ; l -- i r� ^ ^^ •.. 5 �,` ` \ ! \ IPF S 100' WELL SETBACK \ 1 / ``\ ` 4/�E WETLANDS WERE lPF 1 \ \ EATED BY THE APA \ \ i i t • /ARE ACCURATELY SHOWNBUT NOT \ \ t \ \ t l 't i - • / h°/ i ' t / \ 1 \`,�/ -` ELY SHOWN IN THEIR t\ z \ \ t t PROPOSED WELLLOT2 \• \. r /' FOR LOT 8 \ I \ ./ ♦, \ t \ I\ \ 1 LOT SO FL �\ x, +� -_,-- UTILITY PLAN LEGEND:U) 7 / \ 0 'N e \ \ N �\ \ ? \ \ \ \ \ i — /� \ •� \/ \ _ / \ t °\ �� DENOTES PROPOSED SPOT ELEVATION \ i \ �� \ s / \ / i `\ \ LANDS N/F OF x w \ sPR/ c \ ~� y t \ \\ \ \ \ \ GUSPER & R/SANE _ _ - - - / F 0 N£DEfTO /y6$ DENOTES EXISTING CONTOUR O ` r 4 \ OF DEEDS t i i t • \ •••• / �\. \ \ \ \ \ t AT ACE 182 DENOTES PROPOSED CONTOURFF- 0 c �.. 1 j I I I — '\ \ \ i { t ! % _ / ` GF=505.M \ \ W AR j � \ ` i \ i � t / w,g. DENOTES WATER SERVICE LINE � O ~�. �` ' i #\ t 1 I Fit=881.50 ����� t i 1 ,- 1a j..`\:tt \ \ \ \ \ \ Z / `; t t r C'=eso.5o ��� ��� , \\ \ t \ w Q �\j i \ \\ \ C t 10 Iwo- \ \ i \ � W r / ` \ \ t I • S2 12 .1p �� �, ` \\ SWIMMING POOL NOTE LOT 1: \ t / \ � _ _ \ \ `\ Z w \ ` - \ j i ``.\ \ \ t I I $ • sz / ` \ PT#4 `Do IT o �\ PROPOSED LOT 1 WHICH FRONTS ON TWO PUBLIC O_ `.\ ~� RIGHTS -OF -WAY, A PRIVATE SWIMMING POOL SHALL BE ALLOWED a O TO BE ERECTED ON THAT PORTION OF SAID LOT THAT IS _ --\ \ Tp 0 \`•\�� DIRECTLY ADJACENT TO THAT SIDE OF THE PRINCIPAL BUILDING / \ \_ \\�, `, - - - \ \ \ F WHICH IS DIRECTLY OPPOSITE THE ARCHITECTURAL MAIN ENTRANCE O. NORTH WESTERN LOT �\ \S2p `\ {�� \\ I \ \ �\ \ t , OF SAID BUILDING AND THE NEIGHBORING SIDE LOT LINE. IN NO Q / �\ I`� I \ \ ` i \ \ CASE SHALL THE POOL BE ANY NEARER TO THE LOT LINES 0 Y ' ' "'` / \ �. \� \ �, \ \ I I`. �' \ ABUTTING ANY PUBLIC RIGHT-OF-WAY THAN THE FRONT SETBACK LL W SCALE: 1"=50' \ • \ '� \ / \ `\ .- I `\ , . 1 \ \ \ t \ • / i)`•r.. \\ \_ � \ `\` \aca\ \,\ i \ \., I \`s I `, I \ ` \ \ \ \�` FOR THE PRINCIPAL BUILDING SHOWN HEREON. FURTHERMORE, O \ \ �• ` \� N I \ THE POOL SHALL BE SCREENED FROM THE VIEW OF THE PUBLIC Q W 0 LANDS N RIGHT-OF-WAY AND THE NEIGHBORING PROPERTY BY MEANS OF / ` \ \ I\`\ �` I s \ I I \ �► KAELYN BREN A THAN LANDSCAPING. 0 MF SOAK 4511 OF DE LL AT PAGE ?32 �■_ ? A' 1 V NF i 7 3p Q co \•.� ou TT \ \ ) r t t , x� d' _ ✓ %`� —\-r \�\ \ \ \ A I \ ( t \ ( I \ , \ �,% -' W Z t `\\ \ \ \ \\`, `\ `,�`\ `• spo LL mk ~O� `• \\ ~~•` ~``` �``.�``. \ s'20 ~`, \ � X \ � I 1 � ( i t � t I x , • �a� � \ -'•\.._._. ✓ .. ``'•,^.^ \ \ \ \ \� 'il\' _ T` --LL L _ `\\ \\ \\\\\\\ `� \ I i \I ( i 1 / aRF } W Z W '\ \ \ \ \ \ I \ ' \ 00, \ \ \ ,, , � . ' \ \ \ �• � i, \ I \\� \\ \ 1 t t '\ �\ \ \, .\ \\.;�\ \\� \ \� \\ \ \�\ \ \\\\�, t t X ! \ ► _. Ss4�aF 1 / -. _ \ \�\ \ 1� ' I� �� I I \ e I \ t 2� 0 PROPOSED SEPTIC FIELD ` ; t , \ 1 I 1 \ ` I I \ ` Q � ss �• �•, \ \ \ \\ \ � . . \ \ . � `� i t 1 / t , \ •\ .../' 1 ` i 1'� ;� � i LOT �3 I \ I i tl 1 O \�,� '� , \ \\ .�� \\ \\ \ \` \itl i i ;, i/ i • �`. 100% REPLACEMENT AREA. tt� \\\i, i \ `� I PT 3 \ I t ',BY EHIK V.\\ '\`' ; �� t ' * \ ss e \ �0 \ cr+Ecic BY CRw "� ``� •` \ \ \ \j �� 'A \ i i\ \\ t / l r `` �. \/ I \ `' l :• I , t T� i ` \ EDP PROJECT NUMBER 11984 1 �i \1\\ i �( \ ss • I `i\ • t�\; LOT #4 , I'� \ I Or� ` '\ 1 �` ` ` \ , \ \ ' • 3 PROPOSED SEPTIC FIELD LOCATION ( \ t \ , • \ \ \````� •`\ e��• \ 1' �\ \ ; \ ii \ \\\ \ ` \ t I 1}\\ \it\ ` 1 / i 0\ '\ • T ` I I , t,t \ `• `\ 1 \ \♦\\\\ \\ \\\ \ I \ I _ � . FOR AN COWARABLE ENG 49M , ` i'i \ ,\ I t \ I \♦ \♦ I 'L \ O T fCR A IAMDSCAPE ARCIR7E'CT a4 '•, `~ ` \ \ '`• �\ \ \ l '' \ i ` \ I f t\ ! 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I TYP• 1 I \ 1 i ! }— —— UP l I Jl +> TANK iv ; FOR LOT 5 - (- i I 1 i i I ` I I I t t t s °' S70RAGE Nil \ r + i t \ / ;1 I I I I i } tt i I t I i , F I In i `t tl — — — _ ... i, ` GUY,... A •tco / \ ( _ • t SI i I t i t j L _ �}. INtA.503Zd \ \ RIP, t SCALE: WELL SETBACK \ I I EXISTING OVER HEAD UTiIliY I I t t I \ ( \ \ Hm ! n 1 C3 LINES TO BE RELOCATED TO I t I _ - ?� •r3y07"W i 1 = 50 in t LUZERNE RD. RIGHT-OF-WAY. + \ } a1 UP \ t I i , I I I CONTRACTOR TO COORDINATE i _ _ J\� I i I WITH COMPANIES AS NEEDED I I _ r 1 \ t i o ate, • -� / 68.1�__ - t t H � 4 i.� � t0 1 �/ I ` i f 1 _ J � i ,o,, \ t \ � t w � � 1 ,ntA I t lPF «t • \ t TT l7 1 \ L '' i 37 l ] Ili I / - N t t R�525.00 t1 i Ir-� �, I " S 2'3 •37"W e CO t \ Z g GJ• >t+ j - - o i 1 - -� '3B SHEET TITLE: i `� tl t p8 Y7' Ll167.88' / o _w , s.s , / ,� r .— _ �f _ I I I R ADi I ' .. - _ w ' --L t RI v t _ - 0 { seo � � ; 24 CUP � t t 0.02 i t R.3 °° UTILITY PLAN i'' \- /'' ---- ------ '33• 1 h! i I t I o a I __ IN�309.92 L Lp - S%8•� . r ' I I I ! i I ' I UP W/ 1 3 $.. f y [ { i GUY 1 J t ! '- ------ DIRT ROAD---- �`\ 11 t SHEET: 94 _ —' GRAPHIC SCALE Z ■�+1 py3•� r� APPROXIMATE LOCATION w \ •\ _ �- i r OF WATER MAIN o 50 40 30 20 10 0 25 50 100 200 5 of 7 ��"W !� LANDS N/1�� 20R/NDN�ES.�ENNIAT FER3MATTISON IN FEET � 2-20 • 1 INCH = 50 FT. 3 24-21-26D (cd) 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 1N 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. I) PERSONNEL SELECTED FOR THE INSPECTION AND MAINTENANCE RESPONSIBILITIES WILL RECEIVE 0 1 ALL WETLANDS WERE h - DELINEATED BY THE APA AND ARE ACCURATELY SHOWN BUT NOT SHOWN IN THEIR ENTIRETY .504 LOT #2 CONCRETE 3 A WASHOUT, TYP 6 ' LIMITS OF \ \ / N DISTURBANCE 170 i 1 J Sap' 7 APPROPRIATE INSTRUCTION FROM THE JOB SITE SUPERINTENDENT. THEY WILL BE TRAINED ALL THE INSPECTION AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION NORTH WESTERN LOT 36J moo �_ AND SEDIMENT CONTROLS THAT ARE USED ONSITE IN GOOD WORKING ORDER. THEY WILL ALSO - _ I \ S BE TRAINED IN THE COMPLETION OF, INITIATION OF ACTIONS REQUIRED BY, AND THE FILING SCALE; 1"= 80� �' ' I I I \ �• \ OF THE INSPECTION FORMS. DOCUMENTATION OF THIS PERSONNEL TRAINING WILL BE KEPT ON GRAPHIC SCALE SITE WITH THE SWPPP.' J DISTURBED AREAS AND MATERIALS STORAGE AREAS WILL BE INSPECTED FOR EVIDENCE OF OR NOTE: POTENTIAL FOR POLLUTANTS ENTERING STORMWATER SYSTEMS. K) REPORT TO THE NYS DEPARTMENT OF ENVIRONMENTAL CONSERVATION WITHIN 24 HOURS ANY 1. INFILTRATION BASINS SHALL NOT BE USED AS SEDIMENT So 60 40 20 o so 160 320 NONCOMPLIANCE WITH THE SWPPP THAT WILL ENDANGER PUBLIC HEALTH OR THE CONTROL DEVICES DURING CONSTRUCTION. CONTRACTOR (IN FEET) ENVIRONMENT. FOLLOW UP WITH A WRITTEN REPORT WITHIN 5 DAYS OF THE NONCOMPLIANCE TO PROTECT THE AREAS WITH ORANGE BLAZE FENCE. 1 INCH = 80 FT. s Ss4 •ss %`---V� EVENT. • ss / I ( I, I LOT3 I 1 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 30 50 / 500 80 / 750 100 / 1000 33-50% 3:1 TO 2:1 40 / 250 70 / 350 100 / 500 >50% >2:1 20 / 125 30 / 175 50 / 250 ss s' u �ss0 \� 5 ( I LOT EXISTINGs EXISTING PAVEMENT \ °>r ���' I ) I I ION GROUND J6 MIN. MOUNTABLE BERM s \\ 554-5 I I LTER CLOTH (OPTIONAL) IN I so SILT FENCE, TY FIP PROFILE '� / � � /� �I{ i� 4NNa � ► `' 6 50'-0" MIN. Z / i LOT #5 is \ I I I I I o ,I II � EXISTING ro I I a PAVEMENT N 12' MIN. \\� 0 N$ I n I ` 1 'g SILT FENCE GENERAL NOTES: a"A Ito 1. SILT FENCE SHALL BE PLACED A MINIMUM OF 5 FT. FROM TOE OF SLOPE, 10 FT. PREFERRED, TO PROVIDE ADEQUATE PLAN VIEW z " I ► " I I 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" NON. HARDWOOD, OR STEEL "T" OR "U" POSTS (11b per If). SILT FENCE SHALL BE WOVEN GEOTEXTILE FABRIC(GEOTEX 2130 OR EQUAL). \ s I I I I �•^, I 3. SILT FENCE ASSEMBLIES MAY HAVE 4 FT. OR 6 FT. POST SPACING, AND MAY OR MAY NOT HAVE MESH REINFORCEMENT. SYMBOL SENSITIVE AREAS TO BE PROTECTED MAY NEED TO BE REINFORCED BY USING HEAVY WIRE FENCING FOR ADDED SUPPORT I I I I TO PREVENT COLLAPSE. „ BE INSTALLED CONSTRUCTION SPECIFICATIONS - - 4. THE BOTTOM EDGE OF SILT FENCE SHALL BE BURIED A MINIMUM OF 6 BELOW GROUND. Inc. FENCE SHALL 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 X 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} -� o1 j\-HARDWOOC POST 0. w UNDISTURBED 1Jn SEDIMENT GROUND SLOPE o ONAREA NT w 0 i10 1 PLAN 1.25' x 1.25" (2" x Y NOM. FOR WIRE MESH BACK)* HARDWOOD POST OR STEEL Or OR "U" SECTION POSTS (1 Ib/If MIN.) WOVEN GEOTEX71LE FABRIC GEOTEX 2130 (OR EQUAU SILT FENCE ASSEMBLY (SEE INSTALLATION NOTES) SEDIMENT CONTAINMENT AREA 5' MIN (10' PREFERRED) SILT FENCE INSTALLATION NOTES: 1. GEOTEXTILE FABRIC AND WOVEN TOE OF SLOPES '^z WIREMESH TO BE FASTENED SECURELY UNDISTURBED TO FENCE POSTS WITH WIRE TIES OR c 6N GROUND STAPLES. 2. FILTER CLOTH TO BE FASTENED WIRE MESH M SECURELY TO WOVEN WIRE FENCE WOVEN WITH TIES SPACES EVERY 24" AT TOP RENFORCEMENT (IF AND MID SECTION. 3. WHEN TWO SECTIONS OF FILTER CLOTH NECESSARY) MIN. 14 GAUGE WITH MAX. 6" RETAIN EXISTING VEGETATION, IF N • m ADJOIN EACH OTHER THEY SHALL BE 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 BACKFlLL/COMPACT EXCAVATED EARTH " WHEN "BULGES" DEVELOP IN THE SILT SECTION ~ 4 F FENCE. SILT FENCE 6 j NOT TO SCALE awall 4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE _ - _ _ APPROX. INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE ENTRANCE TO SITE. - - h LIMITS OF 5. FILTER CLOTH - WILL BE PLACED OVER ENTIRE AREA PRIOR TO PLACING OF STONE. - - DISTURBANCE 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 _-_-_`_ n� - - to -' 5. PERMITTED. 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 s CONSTRUCTION 2 I SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH OR WATERCOURSE THROUGH USE OF SAND wow♦ EN TRANCE. TYP 6 BAGS, GRAVEL BOARDS OR OTHER APPROVED METHODS. + 6. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR s FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH • ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR ANDIOR CZEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DRIPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS -OF -WAY MUST BE ADDITIONAL EROSION CONTROL AND GRADING NOTES: SEQUENCE OF CONSTRUCTION ACTIVITIES: REMOVED IMMEDIATELY. SOIL RESTORATION: 7. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. STABILIZED CONSTRUCTION ENTRANCE 1. MINIMAL EROSION CONTROL DEVICES ARE ILLUSTRATED ON SITE PLAN IN A SCHEMATIC MANNER BASED ON NY STATE GUIDELINES FOR EROSION AND SEDIMENT CONTROL.. R 1. CONSTRUCT TEMPORARY CONSTRUCTION EXITS AT LOCATIONS SHOWN. AS PER CHAPTER 5 OF THE NEW YORK STATE STORMWATER MANAGEMENT DESIGN MANUAL, SOIL RESTORATION IS 2 ]ALL BE NECESSARY TO ADJUST THE ACTUAL LOCATION AND QUANTITY OF EROSION 2 NSTALL PERIMETER SILT FENCES AND TEMPORARY SEDIMENT BASIN IN IN ALL IMP REQUIREDONCE SITEDE O 6 NOT TO SCALE CONTROL DEVICES DEPENDING UPON FIELD CONDITIONS. THE CONTRACTOR SHALL BE THE LOCATIONS SHOWN AND OTHER LOCATIONS AS NECESSARY TO THE SITE. SUHIS IONNON-IMPERVIOUS 5 ACHIEVED. INAREAS AREAS RESPONSIBLE FOR IMPLEMENTING THESE MEASURES AS REQUIRED TO PROTECT THE STABILIZE OF CUT OR FILL THE SOILS SHALL BE AERATED AND 6 SITE. INCHES OF TOPSOIL SHALL BE APPLIED. IN AREAS OF 3. BEGIN CLEARING AND GRUBBING OPERATIONS. CLEARING AND HEAVY CONSTRUCTION TRAFFIC (ESPECIALLY IN AREAS 5 TO 10 FT. MIN 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 BE PERFORMED AND ONLY IN AREAS WHERE BUILDING IS PLANNED TO 25 FEET FROM BUILDING, BUT NOT WITHIN 5 FEET OF FOUNDATION WALLS) THE FOLLOWING RESTORATION MUST BE WITHIN ALL CUT OR FILL AREAS, UNLESS OTHERWISE DESIGNATED ON PLANS. COMMENCE WITHIN 14 DAYS AFTER CLEARING AND GRUBBING. APPLIED: CD 0 Q Q CD 0 LATH AND FLAGGING 3. SEED SHALL BE A COMMERCIALLY AVAILABLE MIXTURE OF PERENNIAL RYE AND UTILITY 4. FREQUENT WATERING OF THE EXCAVATION AND FILL AREAS SHALL BE 1. APPLY 3 INCHES OF COMPOST OVER SUBSOIL. y 7 SAND BAGON THREE SIDES GRADE FESCUE. PERCENTAGE OF PERENNIAL RYE SHALL NOT EXCEED SOX. DONE TO MINIMIZE WIND EROSION. 2. TILL COMPOST INTO SUBSOIL TO A DEPTH OF AT LEAST O A O A' 4. SEEDED AREAS SHALL BE FULLY COVERED WITH A LEAN STRAW OR MULCH MATERIAL 5 COMMENCE SITE GRADING AND CONSTRUCTION. 12 INCHES USING A CAT -MOUNTED RIPPER, TRACTOR DISC, OR TILLER, MIXING, AND SAND BAG IF ORDERED BY THE ENGINEER OR MUNICIPALITY, A BIODEGRADABLE NETTING (E.G., -MOUNTED 10 MIL PLASTIC EXCELSIOR BLANKET, COIR GEOTEXTILE) SHALL BE ANCHORED OVER SEEDED AREAS 6. DISTURBED AREAS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS CIRCULATING AIR AND COMPOST INTO SOIL. O DEPRESSED O LIL N NGG WHICH DEMONSTRATE "RILLING" OR OTHER EROSION PROCESSES. CEASED FOR MORE THAN 14 DAYS SHALL BE TEMPORARILY SEEDED 3. ROCK -PICK UNTIL UPLIFTED STONE/ROCK MATERIALS OF AREA 5. TOPSOIL AND SEED SHALL BE REAPPLIED TO ANY AREAS WHICH FAIL TO ESTABLISH AND WATERED. 4 INCHES AND LARGER SIZE ARE CLEANED OFF THE SITE. AS A RESULT OF INITIAL APPLICATION. 7. INSTALL PROTECTIVE SILT FENCES / BARRIERS AT THE LOCATIONS OF ? FENCE BARRIERS SHALL BE PLACED WITHIN ALL AREAS OF EXPOSED SLOPES TO ALL GRATE INLETS, CURB INLETS, AND AT THE ENDS OF ALL EXPOSED 4. APPLY TOPSOIL TO A DEPTH OF 6 INCHES 6. SILT STORM SEWER PIPES. 3 FT. CONTROL SOIL EROSION DURING AND AFTER CONSTRUCTION. 5. VEGETATE AS REQUIRED BY APPROVED PLAN. I 7. ALL STORM OUTFALLS SHALL RECEIVE RIP RAP IMMEDIATELY UPON INSTALLATION (AS S. FINALIZE PAVEMENT SUBGRADE PREPARATION. D _ I 10 MIL PLASTIC LINING PER PLAN). 9. CONSTRUCT ALL CURB AND GUTTER, GUTTER INLETS, AREA INLETS, LATH AND FLAGGING SECTION (p=A') AND STORM SEWER MANHOLES, AS SHOWN ON THE PLANS. INLET O ED CD M O `- ON THREE SIDES 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 CONSTRUCTION SPECIFICATIONS MAINTENANCE AND CLEANING STRAW, KNITTED INTO A RUGGED MAT WITH A THIN NETTING OF PHOTODEGRADABLE THE PLANS. 1. CONCRETE WASHOUT FACILITY SHALL BE LOCATED A MINIMUM OF FIFTY 1. DO NOT DISCHARGE LIQUID OR SLURRY TO WATERWAYS, STORM 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 2. FEET (50') FROM SENSITIVE AREAS. DRAINS OR DIRECTLY ONTO GROUND THE BASIN DIMENSIONS DEPICTED ABOVE ARE REQUIRED MINIMUMS. 2. DO NOT USE SANITARY SEWER WITHOUT LOCAL APPROVAL. MANHOLES NO MORE THAN 48 HOURS PRIOR TO PLACING STABILIZED CONCRETE WASHOUT FACILITY SHALL BE CONSTRUCTED AND MAINTAINED 3. PLACE A SECURE NON COLLAPSING, NON -WATER COLLECTING COVER 9. STREAM REACHES ON -SITE AND DOWNSTREAM OF CONSTRUCTION SHALL NOT HAVE BASE COURSE. IN SUFFICIENT QUANTITY AND SIZE TO CONTAIN ALL LIQUID AND OVER THE FACILITY PRIOR TO PREDICTED WET WEATHER TO PREVENT ACCUMULATION AND OVERFLOW. 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. CONCRETE WASTE ENERATED BY WASHOUT OPERATIONS. (APPROXIMATELY 60 GALLONS OF WASTE AND WATER PER TRUCK). 4• REMOVE AND DISPOSE OF HARDEN CONCRETE AND RETURN THE ACTIVITY. 3. PLASTIC LINING MATERIAL SHALL BE A MINIMUM 10 MIN POLYETHYLENE STRUCTURE TO A FUNCTIONAL STATE. 12. CARRY OUT FINAL GRADING AND SEEDING AND PLANTING SHEETING AND SHOULD BE FREE OF HOLES, TEARS, OR OTHER 5. INSPECT THE WASHOUT FACILITY FOR SIGNS OF WEAKENING OR 10. VEHICULAR ACCESS POINTS SHALL BE MONITORED AND INSPECTED AT THE SAME DEFECTS THAT COMPROMISE THE IMPERMEABILITY OF THE MATERIAL.. DAMAGE AND REPAIR AS NESSESARY(RELINE THE STRUCTURE WITH FREQUENCY AS EROSION CONTROL FEATURES TO INSURE THAT DEPOSITS OF SAND, 13. REMOVE SILT FENCING / STRAW BARRIERS ONLY AFTER ALL PAVING IS 4. WASHOUT FACILITY MUST BE CLEANED, OR NEW FACIUTES MUST BE NEW POLY SHEETING AFTER EACH CLEANING). SILT OR OTHER MATERIAL IS NOT BEING DEPOSITED ON PUBLIC ROADWAYS. IN THE COMPLETE AND EXPOSED SURFACES ARE STABILIZED. CONSTRUCTED AND READY FOR USE ONCE THE WASHOUT IS 75% FULL. EVENT ANY SIGNIFICANT DEPOSITS OCCUR THEY SHALL BE CLEANED UP IMMEDIATELY. 14. REMOVE TEMPORARY CONSTRUCTION EXITS ONLY PRIOR TO PAVEMENT %� CONCRETE WASHOUT FACILITY 11. KEEP ALL CONSTRUCTION EQUIPMENT, TOPSOIL STOCKPILES AND ANY CONSTRUCTION IN THESE AREAS (THESE ARIAS ARE TO BE PAVED 3 TEMPORARY/PERMANENT GRAVEL AREAS OFF FUTURE SEPTIC AREAS. LAST). 6 j NOT TO SCALE N N W N O O W i Q ~ m O M W 1 Cn ° a O W J aZ W U) F- U W, P Z w Q 0 -� a o u. W U) o x o �-- 1z w o Z a z�� Z WSW 0 � = m Z Z J Z t!1 Q W . F U ti W � J F-=0 ZLLQcyL) Q W O Lu Z W LL1 H Z 0C O Z Q � U � O 1�3: DRAWN BY EHK CHECK BY CRW EDP PROJECT NUMBER 11994 aw UNDER R� OMPECT SLRIFRNSKW Q: A COIIPARA6LE CAPEENGINErR FOR AN ENGINEM ARGR g FGW A LAACSCAP£ ARCHFIE 1MYEYOR FOR A SUPYEYOR, IS A WOLAnM OF RIE NEW OW STME EDLICADON LAW ANO/GR REQULARLWS AND IS A CLASS A' AMSDEA/EANOR. REVISION DATE BY REVISED PER VM RENEW AND APA RE12_25-2020 aKs NEW REVISED PER TDE RENEW 1-6-2021 CRW STORMOkM REVISIONS 1-29-2021 CRW REVISED PER TOE RENEW 6-4-2021 CRW in FINN. RENEW k CHECK 6-27-2021 TJM .� REVSM PER TDE RENEW 6-=-2021 EHK (U 0 (U 0 rn 3 CD a I w z cy w N J I m v I Of w I m o 5 � H w Ld In A NO.080299 ! 61 StONP�' 1 c 4- Ot Ile SCALE: In 1"=80'.11 41 L a, a 0 L 0- In IA O L LO SHEET TITLE: M i EROSION & O SEDIMENT v CONTROL PLAN J L ix SHEET: Vf z w w 6of7CN i z w D• 3 i 24-21-26E (cd) 4 t 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 MUNICIPAUIYS 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 FDR 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 ITS THEY WERE BEFORE BEING DISTURBED. DAMAGED ITEMS SHALL BE REPLACED AT THE CONTRACTOR'S y 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 SHAD_ 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 95X 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. 4 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 LAD 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 MAN 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 MAN IS BEING CONSTRUCTED: THE FORCE MAN SHALL BE INSTALLED WITHIN A PROTECTIVE CASING PIPE, CONSTRUCTED OF MIN. FIR 150 PSI AWWA WATER GRADE MATERIALS, AND EXTEND 10 FT. MIN. ON BOTH SIDES OF THE WATER MAN 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 SEPTIC SYSTEM PERCOLATION AND DESIGN RATES CONTRACTOR OF THE EXISTING WATER MAIN, TO AVOID CONFLICTS, PRIOR Field Perc Rate Min/inch Applic. Rate gal/day/sf TO POTABLE WATER SERVICE TUBING TO BE: 6 - 7 1.00 Suitable Excavated • TYPE K COPPER • PE 4710 BLUE WATER SERVICE TUBING (CTS) ASTM 02737 SODR-9 NOTE: Design flow 110 gpd per bedroom Material • COMMERCIAL SERVICE = Y DIA. 4 BR house = 440 gal. Per day. ALL PLASTIC WATER MAIN AND WATER SERVICE TUBING SHALL BE BURIED WITH TRACER WIRE DESIGN TABLE SECURED TO THE PIPE WITH GORILLA TAPE. BLUE -COLORED #10 BY KRIS -TECH WIRE CO. MAN BRANCHES AND SERVICE CONNECTIONS SHALL BE MADE WITHOUT CUTTING THE MAN WIRE, USING 3-WAY DIRECT -BURY LUGS WITH SILICONE GEL ENCAPSULATOR. SPLICES AT ROLL ENDS SHILL BE NO. FLOW TOTAL SEPTIC *PERC DESIGN NO. MIN. MECHANICALLY AND ELECTRICALLY FASTENED BY TYING WIRE IN A KNOT AND CONNECTING EXPOSED CONDUCTORS IN SILICONE GEL TWIST ENCAAPSULATORS. DIRECT -BURY TRACER WIRE CONNECTORS BR'S PER BR FLOW TANK SIZE RATE RATE LATERALS LENGTH 4 110 440 1,250 GAL 6 MIN 6-7 MIN. 4 55 FT Selected Fill SUCH AS DRYCONN CONNECTORS BY COPPERHEAD INDUSTRIES, LLC. TRACER WIRE SHALL BE ° &(Tamed) p ° '- z BROUGHT UP I? MIN. ABOVE GRADE ON THE OUTSIDE OF ALL HYDRANTS, GATE & CURB BOXES. USE 4 STANDARD STONE & PIPE LATERALS AT 55 IF. EACH 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 _.. "INFILTRATOR" AND ANNULAR CORRUGATED EXTERIOR. PIPE JOINTS ARE TO BE SILT -TIGHT WITH EITHER INTEGRAL COmp . - _ • FIII BELL do 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 "ELJEN TYPE El" GRAVELLESS SYSTEM LATERALS AT 40 LF EACH. 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 BACKFILL FOR SETTLING THE INFORMATION REPRESENTED WITHIN THESE DOCUMENTS DOES NOT IMPLY ANY CONTRACT WITH, ] NOT TO SCALE OR OBLIGATION FOR, PERFORMING ANY OR ALL TOWN, COUNTY. OR STATE REQUIRED INSPECTIONS DURING THE COURSE OF CONSTRUCTION OR PURSUANT TO OBTAINING CERTIFICATE OF OCCUPANCY. SUCH INSPECTION SERVICES, IF PERFORMED BY THIS OFFICE. SHALL BE ESTABLISHED 13Y SEPARATE CONTRACT. TERRATEX NO. 2 NONWOVEN / IN THE EVENT THAT THE CONSTRUCTION STAKEOUT AND INSPECTION OF THE WORK IS NOT z a CONSTRUCTION FABRIC OR UNTREATED BUILDING PAPER PERFORMED BY THE ENVIRONMENTAL DESIGN PARTNERSHIP (EDP). EDP WILL NOT BE HELD OR STRAW EARTH BACKFILL APPLY 4" TO 6" OF TOPSOIL, SEED — AND MULCH. .._- 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 RESPONSIBLE FOR ANY ERRORS, OMISSIONS, COSTS, EXPENSES OR LABILITY OF WHATEVER KIND . iv EARTH JOINT AND NATURE RESULTING FROM FIELD CHANGES AND/OR ERRORS WHICH EDP WOULD OTHERWISE XX BACKFILL HAVE HAD AN OPPORTUNITY TO CHECK AND CORRECT WERE THEY IN A POSITION TO CONTROL THE PROJECT THROUGH STAKEOUT AND INSPECTION. PERFORATION CLAMS MADE AGAINST CONSULTANT FOR SURVEY STAKEOUT ERRORS WILL BE HONORED ONLY IF PER FT. PO_ 4" PERFORATED PVC PIPE OR CONSULTANT IS NOTIFIED FOR VERIFICATION OF THE ERROR IMMEDIATELY UPON DISCOVERY AND EQUAL SLOPE O �" - �" BEFORE ANY CONTROL STAKES ARE DISTURBED. IF, AFTER VERIFICATION. IT IS DETERMINED THAT NOC14 >z STAKEOUT ERROR OCCURRED, THE CLIENT SHALL REIMBURSE THE CONSULTANT FOR ADDITIONALLEVELLEVTRENCH BOTTOM --�_ CRUSHED STONE'-1" EXPENSES INCURRED FOR SUCH VERIFICATION. _ OR WASHED GRAVEL •(0• , • • • ALL ERRORS, OMISSIONS AND DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE GROUND WATER, BEDROCK ENVIRONMENTAL. DESIGN PARTNERSHIP IMMEDIATELY UPON DISCOVERY, OTHERWISE, THE iv 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 PERFORMANCE OF THE CONSTRUCTION CONTRACTS BY CONTRACTORS NOR ASSUME RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO FURNISH AND PERFORM WORK IN ACCORDANCE WITH THE CROSS -SECTIONAL VIEW LONGITUDINAL VIEW CONTRACT DOCUMENTS. za � N , _ EARTH BACKFILL 1) DO NOT INSTALL TRENCH IN WET SOIL. TRENCH PROFILE 2) RAKE SIDES AND BOTTOM OF TRENCH PRIOR TO PLACING GRAVER. OR STONE. 3) END OF ALL DISTRIBUTOR PIPES MUST BE CAPPED. 4) SLOPE DISTRIBUTOR PIPE O 1/16" - 1/32" PER FT. --�-_ v_ _ PONDING DEPTH 120t TO 18"t SHALLOW GRASSED DEPRESSION NOT TO SCALE TERRATEX NO. 2 NONWOVEN CONSTRUCTION FABRIC OR UNTREATED BUILDING PAPER OR STRAW • _ ••' .' :. •_ .. �-2"MIN. STANDARD ABSORPTION TRENCH DETAIL NOT TO SCALE FINISHED GRADE i REMOVABLE COVER BAFFLE INLET 2" MIN. A Z CLEAN SAND OR PEA GRAVEL DISTRIBUTLON BOX NOT TO SCALE INVERT ELEV. •tti-io31 �— LEVEL TRENCH BOTTOM NOTES: 1. PIPE JOINTS TO BE SEALED WITH ASPHALTIC MATERL43 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" MAINTAIN 2' MIN. VERTICAL SEPARATION TO GROUNDWATER OR IMPERVIOUS LAYER. �s1 SERVICE CONNECTION DETAIL NOT TO SCALE -- - 'l LAYER COTEX71LE ICIER FABRIC /ASHED CRUSHED NONE OR WASHED IRA VEL %' - 1Nz" 7ZE WRAP WITH W-WOVEN GEOTEXTILE 'UCH AS 11RAF1 18ON OR EQUAL + --- 2' WIDE +-) s STONE INFILTRATION TRENCH 7 1 NOT TO SCALE e 5' OVERFLOW WEIR (SEE PLAN) CURBBOX URB STOP 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 CONCRETE: 4000PSI SIZE WEIGHTS, LEIS REINFORCEMENT: ASTM A615-GRADE 60 ASTM A185-GRADE 65 # ENRANED AIR: 5.OX-9.Ox GALLONS TOP SLAB BOTTOM TOTAL MEETS ASTM C590 1250 2660 8820 11,480 *INCLUDES BAFFLE 1250 GAL SEAMLESS SEPTIC TANK NOT TO SCALE F� H m Z CDN!!!QQQQQ 0f N N WN F- 0 � W ~ F m M U) W W a 0 QZ J WJ W ~ oU Z W Q 0 u. W 00 Y 0 O Z W W ,- W>-: O Z a WSW N = Z � Z J m CO " Q 00 U W _Z I<0U W j D0 Q 0 LL Z M W oZ W W Q Z W 3:V 0E-3: W 0 Q 0 DRAWN BY EHK CHECK BY CRW EDP PROJECT NUMBER 11994 ONE UNDER IM VOREW SLPERWSM OF A CGUPARABLE MMAWt e07sOAPE ARCW7ECT LANDSUMMER FORµARC{6 WM FM A ANIME701J; a A HOLATRIIN OF 7W NEW SME• EWC47= LAW AND/dR R a"ZIONS AND iS A CLASS A' MISDEMEANOR. REVISION DATE BY REVISED PER TOWN RENEW AND APA RENEW 12-23-2020 OKS REVISED PER TDE REVIEW 1-6-2021 CRW SIDRNWATER REVISIONS 1-29-2021 CRW PER TOE REVIEW 6-4-2021 CRW REVIEW • CHECK 5-27-2021 Tim ED PER TOE REVIEW 6-26-2021 EHK w% F Lu OA N . 080299 ROFESSIo1aP�'�` SCALE: N.T.S. SHEET TITLE: DETAILS SHEET: 7 of7 s a v 1� v N 0 fU ui 0 3 Q a A iyI w C4 a w N D J I OD h I a I i H h w w s i c a 0- a -a o, a / I 0 in a L W a 0 L o_ IR 0 O L 0 OD v h / °OP c L W 3 J r a D ca 0 z L,L w D / z w Oc a 3 n'c