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1.3 1.3 SETPH.VARNorton—Replacement-Disposal Toe of Slope to Property Line&Eljen Application Rates—In APA—9-25-2023 RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL VARIANCE APPLICATION OF ART NORTON RESOLUTION NO.: ,2023 INTRODUCED BY: WHO MOVED ITS ADOPTION SECONDED BY: WHEREAS, the Queensbury Town Board serves as the Town's Local Board of Health and is authorized by Town Code Chapter 136 to issue variances from the Town's On-Site Sewage Disposal Ordinance, and WHEREAS, Art Norton has applied to the Local Board of Health for variances from Chapter 136 to install a replacement wastewater system with certain of its components as follows: 1. Disposal system toe of slope/toe of fill to be located 5'5"from the property line in lieu of the required 10' setback; and 2. Design of Eljen disposal system to use Eljen replacement system soil application rate/ soil permeability in lieu of the NYSDOH application rates; on property located at 10 Highview Road, Queensbury, NOW, THEREFORE, BE IT RESOLVED, that the Town of Queensbury's Local Board of Health will hold a public hearing on Monday, October 16t", 2023 at 7:00 p.m. at the Queensbury Activities Center, 742 Bay Road, Queensbury, to consider Art Norton's sewage disposal variance application concerning property located at10 Highview Road, Queensbury (Tax Map No.: 239.15-1-17) and at that time all interested persons will be heard, and BE IT FURTHER, RESOLVED, that the Local Board of Health authorizes and directs the Queensbury Town Clerk to publish the Notice of Public Hearing presented at this meeting and send a copy of the Notice to neighbors located within 500' of the applicant's property as required by law. Duly adopted this 25t'day of September, 2023,by the following vote: AYES NOES ABSENT: SEPTIC VARIANCE Office Use Only Permit#: APPLICATION Permit Fee:$ roe'"down,. Invoice# 742 Bay Road,Queensbury,NY 12804 Approvals: P:518-761-8256 www.queensbury.net Submittal: 1 (one) original &8 copies of the completed application package PLEASE PRINT LE' = 1: 'i. • , PLEASE INCLUDE AN EMAIL Section 1: o- sy N gECENED Contact Information: - SE? 1 3 2023 Property Owner(s): Art Norton G -NSBUO nets Agent: RU Holmes Engineers, PLLC OC'E° CE Address: 15542 County Road 72 t ct-EnKs„r b-ddress. 12 West Washington St Warba, MN 55793 << t ; Glens Falls, NY 12801 Phone#: 218-259-3414 Phone#: 518-792-2907 Email: artnorton12@gmail.com Email: tjarrett@ruhengineers.com Section 2: Site Information: Site Address: 10 Highview Rd., Queensbury Tax ID#: 239.15-1-17 Directions to Site: Heading north on 9L, take left onto Highview Rd. Property is 300' +1-on right hand side Section 3: Distance from well on property to septic system (if applicable) NA feet Section 4: Is it possible to install a conforming septic system on this property? ['Yes LI No If YES,please explain and attach a diagram: Section 5: Does the proposed system meet setback requirements for distance from wells&septic systems on neighboring properties? ID Yes ❑ No If NO, please explain: Section 6: Is the proposed system to be installed under a parking area? ❑ Yes • No Section 7: youg Section of the Sanitary Sewage Ordinance from which lsetback to system fill: 5.5 n lieu of 10 and will be 89 ft. 1)from well in lieu of required 100 ft.): 2)Eljen application rate in lieu of NYSDOH application rate Revised December 2021 Septic Variance Application Section 8: List the names, parcel addresses, and tax map numbers of all adjoining property owners. You may obtain this information from the Town of Queensbury's Assessor's Office: Nenh- ' Name Joshua's Rock Address State Route 9, OFF Tax Map ID 239.15-1-16 South Name Joshua's Rock Address State Route 9L Tax Map ID 239.19-1-11 East Name AK Jackson Highview, Realty Trust Address 4 Highwiew Rd. Tax Map ID 239.15-1-18 West Name John & Alice Lynch Address 14 Highview Rd Tax Map ID 239.15-1-15 Section 9: OWNER STATEMENT I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at: . I/We realize that putting the well, septic tank or leaching system less_than the_require_d_feet. from the may increase the risk of pollution. Owner—Print Name: 427-H Kl-c) Owner—Signature: (L„ .. Date: 8/ 3o/-L3 02 Section 10: NEIGHBOR OR TENANT RELEASE STATEMENT(if applicable) I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at: . I/We realize that putting the well, septic tank or leaching system less than the required_feet from the may increase the risk of pollution. Neighbor/Tenant—Print Name: Neighbor/Tenant-Signature: Date: Septic Variance Application Revised December 2021 PLEASE ATTACH THE FOLLOWING TO YOUR APPLICATION: 1. A location map showing the site within the Town of Queensbury 2. A plot plan showing existing and proposed features of the property,including: a. Lot dimensions b. North arrow and scale: 1 inch=40 feet c. Location&dimensionsof existing andproposed buildings, showing setbacicdistances.and uses d. Parking layout to scale(if applicable) e. Physical features (street, steep slopes,lakes,wetlands, etc.) f. Location of all wells and septic systems on neighboring properties g- Adjacent ownerships. h. All properties within 500 feet A sample plot plan and location are shown below: l--`j' EsxNlsx . _ � � Li/ 0 i t t t 1018, 1 . OW J f I•• / Revised December 2021 stoic Variance Ppplintim Section 11: AUTHORIZATION AND SIGNATURE PAGE This page includes the Authorization to Act as Agent form,engineering fee disclosure,authorization for site visits,other permit responsibilities and agreement to provide documentation required. Complete the following if the OWNER is using an Agent: Owner's Name: i9 gin cfA_ Morro ✓ DesignatesAU Holmes Engineers, PLLCas agent regarding the Septic Variance for Site Address: 10 Highview Road Tax Map#: 239.15-117 Engineering Fee Disclosure:Applications may be referred to the Town consulting engineer for review of septic design, storm drainage,etc.as determined by the Town Board of Health. Fees for engineering review services will be charged directly to the applicant. Authorization for Site Visits: By signing this page and submitting the application materials attached herein,the Owner,Applicant and his/her/their agent hereby authorize the Town Board of Hearth,building and code Enforcement Officers and Town Engineer to enter the subject properties for the purpose of reviewing the application submitted. Please Note: Other permits may be required for construction or alteration activity subsequent to approval by the Town Board of-Health. It is the applicant's responsibility to obtaih any additionalpermits. Official Meeting Minutes Disclosure: It is the practice of the Town Board of Health to have a designated stenographer tape record the proceedings of the meetings resulting from the application,and that the minutes transcribed from those tapes constitute the official record of all proceedings. If there is a discrepancy between such record and the handwritten minutestaken by-the designated steuuso dyke',the handwritten minutes shall be deemed the official record. I,the undersigned, have thoroughly read and understand the instructions for submission; agree to the submission requirements and completed th cklist OWNER—PRINT NAME: /9/1YH4A2 /V0ntlO/A/ OWNER—SIGNATURE: E — DATE: FJ/30%2,3 AGENT—PRINT NAME: Thomas Jarrett AGENT—SIGNATURE: • 0, DATE: Septic Variance Application Revised December 2021 LE CHARLES E. NORTON REVOCABLE TRUST w REPLACEMENT WASTEWATER SYSTEM a I= °.T..DD TDLTDN 10 HIGHVIEW ROAD ° f I, a TOWN OF QUEENSBURY, NEW YORK c GENERAL NOTES: ' "1 LAI(F `'Kra G 1)AER O AIC NY ANDPROPERTYt NES/INNFORM INFORMATION LIED FROM WARREN GEONGE °oa"""'' LIMITED TMMUNNYMAPPER.SPECIE CSITES ENGINEERS, DEPICTED HEREON EASED ON - �„ LIMITED tED TRIP MEASUREMENTS BY AU HOLMES ENG LIFERS,ptLC. SITE LOCATION G3j CONiggCTOR TO LOCATE E%ISi PUG Ui LTES PR Ofl TO CONSTRUCT ON;CONTHC'i DIG O LT O _ SAFELY ADY YORK(I 900 962 7%2)AND RECORD F LE A,VER PY TU LD NG CONNECTIONS, - LOCAI'ON AND DE VAT ON,PRIOR TO N T Ai NG CON57'RUCT ON;CONFt CTS OR aN CIE S SHALL TE REPORTED TO THE OWNER OR ENGINEER MMED ATEtY.NOTIFY - p =l ENGINEER IMMEDIATELY f SITE CONDITIONS ARE NOT AS INDICATED, AKF J �J J OG E SfAtiS GEORGE 71 (� 0CATION PLAN DO n SETT' ` O PROJECT SIT .J LEGEND: NE GHTDR.1o5HDA 5 floes Ol S, T.4X MAP#:'239.15-i-17 ui_ �,QL iA%MAP#:239.5116 LINE TYPE ' I LLI W E%ISTINGSTRUCT'URES/ORE /il'TES L TAX E TRUST AH)ACKSON HGNVIEW Q G Y 'L SURVEYEOANDOpF[tDVERIFIED; - -- -_-- - TAX #:239...1 18 =} � ED EXISTING$TRUCTURES/OEIER5/UTILITIES _ c N t'IGNBUR:IUHNLYNCN -9'r^=MNiEI-_I UW Nor VERIFIED TY SURVEY DR ------------------ I.MAP x:2395.L15 FIELD DOCUMENTAi ON: W Sy Oy PROPOSED STRUCDt RFS/OBIECTS/ TE:ED¢PC a UTLi ES P✓�NT c A" P ROPERTY I NE: m Q I G A4 E PROPOSED MALORfONTOURt NESL l60 Q�LU? PROPOSEDM NORCONTOURLNES: ----- SIR------- az y O EXIST NG MAIOR COIJTOURLNES. - 1TT -------- aw o W EXISTING MINOR CONTOUR LINES: ------ -99------- _ i _ W Z y w d TREE LINE: Z I :.ORFLINE/STREAM: — --- N H Z SCALE' W W BTU 0 FENCES:CNAINLINK,WCOD- —X X --. -, - RISPECA 5 ROCK CORP_ 11 �iM1n 0W SYMBOLS/ABBREVIATIONS: L < # _ h POT ATLE WADER -_...-_._... _..... ...._ TEC1NE rE RE ❑..- w C= PN TARY 5EWER SA-G------------ PRE55URESANNARYSEWER --------SA-FN STORM SEWER --ST-- LINE _..-- .-GAS...-.----- CVERHEA'LOWER LIKE SITE SETTING PLAN COVERSHEET OVERHFADCOMMUNICATION LINE DC-C RGR UND POWER LINE uG-P SCALE.SEE GRAPHIC SCALE NUERCRDUN111M11111-1111INI -- I1G-C sn NILARYMANHOLE FIREBYDRANT UTILITY PULL w GR4PHICSCALE CVR STORM MANHOLE © WATER VALVE pp LIGHT FIXTURE O 200 0 t00 END 400 ADO SDTLATLHMENT D REVISION INDICATOR® 15 INDICATOR. (W FEET) PLOYTLTJ.T9/v>12T23?GT PIA TESTHDLE:O iPp POND INOICATOR:A PERCOLATION TEST.B P REACH NGC—IC Q DF NEW Y OTF G t NOTE R NOTE REFERENCE TAG: SERE DRAWRT aY — OR NOif DETAIL p DETAIL REFERENCE TAG: xo.mmm E SEE DRAWING.FOR DETAIL nTET��V ROBEBT U,FIOLMES,11 SECD ON CUT D I, ROD P.E.Y OS202G SECDIDNREFERENCE TAG:AL-' kGLAWIEa`R NOT FOR CONSTRUCTION RSEGTIDN GENERAL NOTES: 3.0 6-11 AERIC IMAGERY'NO PROPERTY LINES/INFORMATION OBTAINED FROM WARREN CDUNTY COMMODITY MAP,DAFM2022 SPECIFIC SITE'.INFORMATION DEPICTED HEREON F-CON LIMITEDDELD MEASUREMENTS _ IN All HOLMES ENGINEERS,PLC -- G-3)CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCT ON:CONTACT DIG SAFELY NEW YORK O 800 962)9621 AND RECORD FILE e.VERIFY BU LD NG CONNECT ONS LOCATION AND EEEVAT Ory PR OR TO IN T Ai NG CONSTRUCTION,CONFLICTS OR DISCREPANCIES SHALL BE REPORTED TO THE OWNER OR ENGINEER IMMEDIATELY.NOTIFY ENGINEER IMMEDIATELY IF SITE CONDITIONS ARE NOT AS INDICATED EsE QC w PPRox MArE'DO.' June 07,2023 SUBSURFACE INVESTIGATION ExsT DewasTEwarFR DISPOSAL witnessed/performed l RU Hot—Evgi—R,PLLC SYSTEMS iO BE ABANDONED TESTPI7S O _ O TP NUMBER DEPTH SOIL DESCRIPTION TP2306o7-01 D-IS"Dark brownvery fine'.fnesandy topsoil w o-o"ilt b 11--IV Reddish brown veryfine m fine zASE w/tale siltand coarseRD xam 16"knomol extavabon tj J{I Shovel refusal on nested[obbles/bedrock.N.RFRJR.n[e of - M��k k I � BmuntlwalCr O xh ,4 NBORnnCS DA,Darkbrownveryf ne t.Bne santlytapwil w/trz<esinand I coarse sane to Ax riri �1, 4 ss uehe brown.ery fiON—Bna:and w/taa allt ana tame aana lil�fps�r"j r�rQ. dry f &E.Y., 'x y /�I ff pw(GIF qi%F t Shovel refusal on nested obbles/bedrock,Noevld000d of R, /�/Y, Darkbr.wn veryf ne to fine sandVt.poil w/trace sllCand u J F 1123oW)-03 D-3" 4';'�,,G/((I'�� �� aXf^ � 'SyEk coarx sand and mots throughout 2B 3,O,Reddish brown very fine to I-sand w/Ira iltano[Dame " sand&gavel IFk ��}'Fl Y3'Bortnm of exavabon N= M FXsr sb—I refusal on nested[obbles/bedrock evidence No of k ExgC gmuntlwater TP230GD]-OC o-Er Dark or..ve ry fine to flDo sandy topsoil W—d silt t' OT V B1 Light brown very fine to fine—B w/-.III,E,GRFo gavel =, 29'Botmmafexovanon Z Shovel refusal on nested obbles/bedlork.No evidence of groundwater N 2 Id. LL TP]30EFF— D-r Refusal on rock faements@Vt ¢ y T-NO _L N y PERCOIATIONTESTS Uw Hh l BE.— DEPTH SDIL DFSOtIPTWLJ N Q g Veryfine t.Rne red brown sand,w/[are.fN e, W 2= P1230�]-Ol 12' tace8r'avel&cobC as ��6' 1l I 1 Stablaed permlaTon meM imm]esa< m��� �(� E / Q ~oO Lu O ''' IN60AKTREETO Pi231Mp]@ 14" Ugfit brownvery Flnemtine snndw/vtte silt, >Z W �I_ _ REMAIx uNDiSTUROED coarse sand andgavai y� O i b payY gtaNli[ed percolation ateof]min 35u[ zU O NOO 'TP 23060>-66 E%ISTING OA%TREE 0a i'O Q SS TO BE ftEMbVED LU T 11 ExZ O HEMLOCx TREF.i0 BER ROVED OR NEMAINAT 23060)O3 PT 13060]6133 _ �i ._ WNE0.5 DISCRETION i! Tp 2306O)42 iP 23O6tl)BS EXISTING CONDITIONS GA 1 SHEET:2 OF 8 Ptmnn Osnzrz EXISTING CONDITIONS PLAN scn.IC SCALE ro Fro.<erag a �"aoresslo+"�• GRAPHIC SCALE HOEERT U.HOLLMES,II D P.E.M 082026 NOT FOR CONSTRUCTION "EUEN DESIGN&INSTALLATION NOTES 1) THE SYSTEM MUST BE INSTALLED IN ACCORDANCE WITH THE MOST CURRENT"EUEN"NEW YORK DESIGN AHD _ INSTAIOTH..MANUAL - - 2) THIS IS HOTHA GARBAGE DISPOSAL OR WATER - _- 3) ORGANIC MATERIAL THAT CAN RESTRICT FLOW MUST RE N NONEDFORAISED BEDS EN[G NEP'E LOCATICIN OF Y PUSED1Stltl GALLON PRECAST 41 iH@ FORT MUSTE FI E SCAR t'OTO PROVIDE DEEP CHANNELS FO0.RHI SAND. DR LLED fl WU COxCkETE SEPi CiANI.PRUV UE VIA PLOWEINTERFACE ON COTHOUR SRECOSM-070 PREPARE THE SOIL FOR FILL PLACEMENTNET EFOL LIE HE FILTE R ON . OUTLET U SCARIFY ANY SMEARED SUBSCIP,PRIOR TO'ILL PLACEMENT. w S} CLEAN SHALL MEET OR EXCEED STATE OF NEW YORK CODE TCOUIREMENTS.A FILL MATERIAL SHALL BE CLEAN BANK RUN SAND,FREE OF TOPSOIL,HUMUS,AND-DREDGING'DIRECTLY BENEATH THE OFF SYSTEM. ME IS A SPEC F ED SAND WITH LESS THAN LOSE PASSING A#100 SIRVE AND LESS TITAN SLL PASSING A FULAT SIEVE 15 PIZ NEIGHBO G OUSF tllAl H TN ES N4 N MUM UNDERNEATH AND A NCF ES .- URItLED F'LL.WATE0.5UPPIY NMUM �µ�',UI MIN S OW D G ECS OEU EC IX,U O AA O''NBEU1111SA ISIBUCHESMNMUM INCHES K SFTOACK 5. ND THE flERiMETfA O(iHE M ObI LF_5. M M BFTWEFry MODULE ROilS nNp 12 INCHES R.P.D.M d F 8( » USE THE PROVIDED WIRE CLAMPS TO SECURE THE APPROVED PERFORATED 4-INCH DAMETER DISTRIBUTION PIPE SOT R 35 OR EpUINAtFNT TOTHE TOP OF FACH GSFMODULES R) EUEN PROVIDED GCO E%F E COVER FABRIC ULAC PROVIDE PROPER TENSION AND OR TAT ON OF THE FABRIC PROPOSTD DUPLEX AROU p X A1f SDESOF THE PERFORD PlEON TOP OF THE GSF MODULES,FABRIC EN FABRIC SHOCLD BE NEITHERTOO LOOSE 17 PUMP STAi ON psl NOR TOO TIGHT,I HE CORRECT TENSION OF TH E COVER FABRIC IS SET BY: UULE AND DOLV1 BOTH 9 DES OF THE MODULE WITH F r .5 NG TtTF COV COVFP THE HE MO Li TREE CUVFH FARR C'(C FDO ER THE ibV F' E FRFORATED DISTRIBUTION FPE •PLACE L Pt MOSTLY VENTCALLONF 0ALONGUTHE SIDES O THE PIPE REPEAT T MOVINGT P MOVING DOWN THC PIPE .0.MA O N9as�G 9) BACKLL MIT ELSES LLBE ECAN MITI 10 RUOTS6 SION ESlHURNEP THAN 2 INCHES N All DIMENSION TO A a f MNT U D[ 0&INCHES C THE GAP MODULES D COVER OF NCHPSTO6 NCNF4 •� a � - I 101 FNSL THE F i DIVER I STORM PAST ER RUV40FF AWAY FROM'HE SYSTEM, W ]l FO 0 BO ELOC PEONATONTEE OR BAFFLE. H' nY 'r �(9R Yr�E"P 121 ANY SYSTEM' FIORE E'tl GRADE AtMEASURED FROM THE TOP OF THE MODULE Q Al kt e 13)DONOT DRIVE F F FVHEELSOVFBGSF MODULES LESSTHAN 12NCHESOP CO—OVCRTHE DISTRIBUTION ✓ y,rDW�'� 4 PIPE. V NG IRA",PAN NG OVER THE HINFE ARE SANG FILTER AREA S PROHIBITED,L GFS FOR SHALLOW PERMISSIBLE ENS, L GHT E G C- OLT IRO MACHND ARE BEST ERI SETTING THE FINAL GRADE. i 5 O RE PERM SS BLE TO I �5 BACK B UE ELOI O SEiFNAt M N MUM COVER SE RIMETERLANDSCAPE T MBEaS ARE ALSO REGOMMFNUFUTO ' EED NE THE SHAI G AND STABILIZINGET THEREBY YV EPING VEHICLES EES OFF THE C T THE E^S �j��i Aq yPSrN OF SEEDING TH6SOIL COVER SNtgU NEUiOPNOT K'i THE SYSTEM FROM SUIT EROSION Wyy UWaSET...OegBn lDMmatlm V, �lbTVNY I.g.RFy OL 1APHONOlr=e L. J RUPOSED]'Ta FORCE MAIN Wb t'RI l SLale: IS Deq ATIT—alal:e Gauge PaM Da FFIRRIN, I P w .PWARDSP, N.F..e'ENSIITS DRAR M G.M LLI w y ANJ.R.TTNN-EXRum L3{eWga SWpY VV—A,FFPV OF 200 SETBACK FOR S—.A A 11.ggDRl `R 1pSL HER wgb5ad GMT PARRND C], RAISED/MOUND S'A gG T)esm 1. F!W-Q2 AOPOSED BOULDER EACN NG SVSTEM EFRANTtaSn. GO � RETA N NG WALL nEIGHBD C OUSE B.P.— =I.--GNUGr S GRI-ce �S 0-y- }� P P.- E.gal pe.asl[PTCTeteaepgf ia'Ik tarn Se..,TRgmeN MINST=a({v—DR—NI Aft—NLISH m BASAI.AREA USBURIMDNDC ElfeI GSF-(I-) EO�YIT W E IT -Q.BaB CLES eIILSWIEe NSF.Pass 1-01.EN Pgy-RrA At City_ w LS.RI SICUP-S21Tg "16 .H O GoSENSDBPexORNON(RS, S1010 MNINLHMxKINERI EA..mrtle W�'r� W BIT SPIT Pee 11.PNe SW1D mlNNNINKLEWINE- ISe Z NAB.Ies RepNm SST SITS11>' - PDT NET, QW iSSy RUST sT(FIT) BaGNSP wid0. .3a.pMn.} ZU p J V a KRANI5 1.TERM=, O� I w IOFUA IEACN NG SYSTFMCK ISSIN ea' TanO JLpB 2T I Q C FEE Sm. TO ED ITT ORAARRReal ) O� : am al(Mn.) ?28TIotMbetll �FE�M1 Z - '£MEN SLIONA maA SINDAR AppROUonkge I BasalA� 3 _ SfE SI EEF WDI FOR ENLARGED N.0 NET BRIT 1.1I TREND, ZA)INFIR, - —��-W WO EUEN LEAC4T YSTEM PeRIBER fi56tsl i! ERT TTi IbsUNFAIEflNPRU IMITS OF FILL S. 1 PPmpetl MSIIg IDtlLslOdalPnbM;GrNy OlspiDutlOaM EryaT GeB(a lAfTala)4a UlslapolPn Mx - (APVRO%MATE) WASTEWATER DESIGNOF HEN DISPOSAL SYSTEM USING EUEN ^ oE - a•o..lb PLAN REPLwACf E 'S C SUTAPPLCAiON AT \VATEVARIAN QS D N SUo APPLICATION RATES CES ETEDFROMTfiE TOWNOEENSBURY LOCALBOARDOF it A tl -FQU WW 1 I x0R130N SEB C...d PROPERTYINE SAL I SS+ i0615F 5 TE OE OF SIOFlE'S S' 1 HORIZONTAL FROM PROPERTY W,VB 30 10 _ Ai¢SL ! N VERM f SHEET'.BOP S Ln SD6 wN DC9IGN TABIF 2j I� __ l SO-DESIGN OF EUEN DISPOSAL SYSTEM USING B—L)� 1-- (ORS-- OtIEU.0511'/. >:3DPM ..__ SOIL O'r lli OF NEW Ftl Olt NYSDOE APPLICATION CF E SR SO Pp C TO iE NtEU OF / `R1I TY N ry WASTEWATER PLAN L�l SCALE:SEEGAPUP EfAIE PO N0.5[PDEB u AROfEaTSIOHfN` GRAPHIC SCALE BdEE U.202T ,II 20 U 10 20 40 BD P.G.,N US?OTD UNFEE„ ----------- NOT FOR CONSTRUCTION D `�.1 �o. —PE .. E ..111 .. O C G SYSTEM S LL STALLED N ACCORDANCE WITH EON Fa01,NYSUON NYSOEC,AND tD .LL . / 0 E STANDARDSUNLESS OTHERWISE bIRFttfO HEREON. °+ IIRA NAGF SwALE BErvE t E TA2 N TOPSOIL WITHIN FOOTPRINT 04 LEACHING SYSTEM AND STOCK FILE TOPSOIL BOULDER RETAINING W L O RE SE C0 <OR OE%POSE LEACHING SYSTEM FOOTPRINT FOR EXAMINATION BY ENGINEER / TERMINATE SWALE IN R K - ' ]"0 FORCE MAN ORLM1� 3. F C G SYSTE(S)5 NF INSTALLED TO(RE MT VE)ELEVATIONS SHOWN AND ELEVATIONS OF '," F ILED SUMP GRAVTYSEWER p - / / �._ E S GRADE 511FEATURES5HALL BE DOCUMENTED i'NIOA TO SiAAT OF CUNttAV<T ON J' / A„ L.FILL E EN fD OR LEANING AY,ORGANIC SHALL BE CLEAN 1iGRANULAR b (SAND OF O )D O D O E STONES CLAY ORGAN C DUFF,8 14 5 E S(T S, s / E CI E M RATES)OF FILL SHALL BE AS SPECIFIED ON 5 D/OR DETAILS C / / AGM E E(1 E ER F W BY A QUALIFIED INDEPENDENT (.E.S L SCE S R z / DRVEWAY_ / SANSY5TD ANDEI FILL,'ELL GRAVELAN IN OE O O E G EER)IN BORROW PT PRIOR TO EXCAVATGN i (E T C, o i /�' 'PLACE PE RC—DIN RATE OF O H DE Ef f S FIVE BUSINESS DAYS PRORTO HAULING. w �/Z BOIOCEPETAINISRS-11------ / T, / SU—SPINCII LB PILt SHALLBEGRADfDANDTHOROUGHLYCOMPACTED N SIDINCHIP15 THEFLL SHALL BE GRADEDTU 7 / . iHELMiTS AND UEPTHSDEP50B PERFORMED(INA DETA LS o L6.PERCOLATIONTESi5511AtL ALSO BE PERFORMED(NACCORDANCF WiH NYSDONSTANbARUS)rvPUCE r / BASAL AREIY 8A SF N EACH NO SYSTEM FOLLOWING COMPACT ON. PEkCOLATION iE D,TO VER FY F LL SUITAFERDItt SHALL BE PERFORMED AT THE FNEQLIENCY SPEC FED ON THE PLAN ANU(OR SQCT ON.FAILING TESTS St Alt REQUIRE ADDITIONAL TES75 EVERY 1000 SF AROUND IA{I FAILED TEST UNTIL THE UNITS OF TR6 FAILING 50 LAREDENTFED.FAILING SOIL SHALL BE REMOVED AND REPLACE DwTFI COMPLANT SO,. Ui ON BOX t]. N NO CASE SHAH WHEELED EQL PINENT,EXCEPT PLOWS WHERE REQUIRED,BE ALLOWED DIRECTLY ON / Po %%\ Dv DISTRIBUTION THE Stl L WITHIN THE LEACHING AREA FOOTPIX NT.(NO RUBBER TIRED EQUIPMENT SHOULD EVER BE / 2 (YO� '�; AtLOWEO W TH N THE WASTEWATER ABSORPTION AREA).TRACKED EQUIPMENT SHALL BE USED FOR I 4 0 PVC PERFORATED GRAVITY INSTALLATION ANU\VNERE HIT MATERIAL S REQU RED,IT SHALL BE DUMPED AT THE EDGE OF THE C5 DISTRIBUTION D E P PE,TYP. LEACHMG AREA AND PUSHED N PLACE AHEAD OF THE EQUIPMENT;TRACKEDEQUIPMENTHALL BEAR O DIRECTLY I OACTING UM OF FILL PGRENT,AND DINGOT CHAMBER L. IS INSALL lE'ACNING SYSTEM COMPDNENiS,INCLUDING CHAMBER UN WHERE APPLICABLE,PER 65 MANUFAC(VRERSflFCOMMENDATONL)NLFSSUTHERWSEDRECTEDIEE VERIFY THAT SYSTEM5 # a AT CORRECT ELEVAT MHS)US NG A LEVEL,TRANSIT,OR FARE R 3 IB. SEQUENCE OF CONSTRUCTION TO BE AS FOLLOWS. FIND FILL SOURCE AND VERIFY SUITABILITY ING PEAC TESTS AT SOURCE. I ��� / ALL TREES SHALL BE CUT AT GRADE;STUMPS wTH N THE LEACNIRIGSASTEI FOOTPRINT.SHALL BE a Q Q f`~ O 65 THDROVIDEPT1111REDFORSTEPREPARALON. .REMOVE AND, TOCKPIKETODSOLt FOR PLACEMENT ON THE-SHEDSYSTEM. - \ EXCAVATE TO DESIGNED S f('NECESSARY),EXAMINE SUBGRADE FORVPOOR(SLOWLY \\\ U0RUSS` •PERMEABLE)50 L5,BEDROCK DELE FIX OUS MATERIALS SMEARING,ETC.REMO E UELETER CK S OPAA M0.TER 0.L NCtUDING SLOWLY PERMEABLE$0 L5,WITHIN SYSTEM FOOTPRINT,AS DIRECTED by SCARIFY S v CAR GRANULAR CHECK FOR AND REMOVE SMEARING AS REGARDEDPRIOR PRIOR LA EMENT OF OF o CK SPEC F QD GRANULAR FILL,ALSO.RAKE THE LEACHING AREA JUST PR 10 i0 PLACEMENT AF THE i' LEACHUNG DEVICE,INCLUDING UNDER CHAMBERSTOtC105EN COMPACTION DUE TO FOOT TRAFFIC, u E E CEO,-,,, ND s i LACE AND COMPACT SYSTEM EFLL IMMEDIATELY AFTER SUSP—HAS BEEN PREPARED AND p \, I E(G I.B WEN' APPROVED,TO REQUREU ELEVATCINCORPURKTNO . ,LATERALS / 5 TO BE INSTALLED FLAT dt y a�n / /0 \ i i' •PERFORM PfRCOIAT ON TESTS INiHE PLACED FILL MATERAL iO CONE RM DESGN RATE. J E\ // LINE SETBAC a0 •INSTALL LEACHNG DEVICE TO GRADES AND 11 CONFGURAUDN SHOW /SECTIONS,BACKF LL AROUND AND ABOVE THE LEACHING DEVICE WITH SORT SPECIFIED ON PLANS:CARE SHALL W LIRA TS'OF F LL 2 /p� i• BE TAKEN TO COMPACT'SOIL N ACCORDANCE WITH MANUFACTu F S RECOMMENDATIONS SO TO uJQ. \` IAPPRb%MATE( 0S �'LOy THAT THERE WILL BE NO DAMAGE OR b SRUPTDN OF LEACHING SYSTEM DEVICE OR SUbGFADE J W y Py SOILS. VFEEA D p4GSSS EE�,Z.F y� .CROWN THE NINE TO DRAIN,AND INSTALL TILE RESERVED NATIVETOP504 AND/O0.A CLAYEY LOAM =� SO IAA A U' L M iS OF EUEN SAND \ A� \55S yPSDI i OR S LTY LOAM TOPSOIL,CAP AS DEPICTED ON THE PLANS(TO ALLOW OXYGEN TRANSFER BUT /V�/� I` XSAa 0O0\SY"E % LITTLE INFILTRATION OF PRECIPITATION). rig 6, \E EP'Fd SS�SPSo i •SEED/PLANT,ADD THEN MVLCH,ENTIRE SYSTEM;MAINTAIN UNTILGROWTN5 ESTABLISHED GO�qZ o LET GO z I,IW E S m m o °g c \ oa o DZ LET 0 Z x LEACHING^ SYSTEM JEN'L EACHING GSYSTEM AL[:SEE GRAPf11C SCALf _- ------- GRAPHIC SCALE sFIEET aOFB 0 2 8 t6 vlpnEEX.on/T2/2oq.Y 2:aoD QF NEW y p t V.HO O 11N Ff:Ei I <y'V b tR1.0BM� W ' AAONEBSSONPy` R06ERTU. ,II P.E.1112121 NOT FOR CONSTRUCTION Y,,°,u.,v LEACENG 5v5Tfln 1NSTALLAiIDN -"° L.LEACHING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH AMM DEED,NYSDOH,NVSOEC,AND zB - 011IE1 APPLICABLE STANOA0.05 UrvLESS OTMEfivISF DIRERED HEREOrv. - _ L OVE VEGETATION AND TOPSOIL WEI HIS FOOTPRINT OF LEACHING SYSTEM AND STOCK PILE TOPSOIL SSILT ,' R REUSE.CONTRACTOR TO O P05E LEACHING SYSTEM FOOTPRINT—EXAMINATION BY ENGINEER. F�V s LB ..LEACHING 5YSTEMIS)SHALL BE INSTALLED TO(RELATIVE)ELEVATIONS SHOWN,AND ELEVATIONS OF - EXISTING GRADE AND SIT E FEATURES SHALL BE DOCUMENTED PRIOR TO START OF CONSTRUCTION. _ A FILL MATERIAL,IF REQUIRED FOR LEACHING 5YSTEMIS).SHALL BE CLEAN GRANULAR SOIL(SAND OR PLANT/SEEDALL.DISTURBEDARFA5 WITH A tOW BACKFILL"OUTSIDE OF SYSTEM I Y L ND)DEVOID OF LARGE STONES,CLAY,ORGANIC.DUFF,ISNON-SOIL COMPONENTS(UFBR15, AINTENANCE GROULDCOVER MULCH AS AND ATOP SYSTEM.;NAIVE SOIL ETC,). PERLQLE,Ox PROFS)OF FILL SHALL BE AS SPECFED ON P6,Arv5 Arv0/QR N DETa LS yT REQUIRED UNTIL MATURE GROWTH SAC41 EYED I) AND/OR BANK RUN SAND AND GRAVEL. P£RCOLAi(Iry RATES)TO BE VER F EG BY A QUALIFIER NG£PENDENT PARTY(.E.50 L SCIENTIST OR IE(1£rv"LATERAL, GEOTE%TILE FABRCAROUNDTHE PROFF556NAL WlS fNG NE£0.)NBCYRROW PT PR 1 i SUBMIT WRIRFN RESULT5i0 C) _ SILTYTOPSOL / YP'(n) TOP(OVER THE DISTRIBUTION OWNfA ArvUENG NFFR AT LFASi FVE HUS Nfs.S DAY' L + [" 6(MNMUMi _21'TOTAL 9EDWOTF - -- -- -/ FIJEN" L5.FLL SHALL BE GRADED AND THOROUGHLY COMPACT TFfFLLSNAIL BE GRAUf01'O OVER fUENCUON T� LATER >Y. THELMTSAND DEPTHS DEPCIED ON THE PLANSAND BET +' lE D(O C D'TE SAND 6.PEA A t O TESTS t 0 BE PERFORMED( ERO D CF 500 S D DSi N PLACE p, 11 E C G SYSTEM <O C O PERCOLATION E (! f lL SU'!AB LI'TY I PEAT 5)(MN4 y `BENEATH EUP�N MODULES) PERFORMED T FREQUENCY E' ED E FAILED STUN Uw6T OP O // ////• �� 5 HFO RF ADDITIONALE i EVER ]00 S ARO U EASY AC E L LI L TH5 OF \'. / WITHB 2'H(AX)�1V \ f / / � • L CLpE IDENTIFIED, IL. L. CASE EELED DQU E EXCEPT 'Q EALLOWE➢DIRECTLY ON BOULDER WALL // ` �� _ �- _ 1 / THE W III E EFOOTPRINT.(O PBE EU EUU PMENT SF OU A EVEN BE U LLO EU W THE WASTEWATER ABSORPTION RC) TRACKED EQUIPMENT SHALL BE FDA .III`'- NSTALLAY ON,AND WHERE FILL MATERIALS AECIUIREO T SHALL U DUMPED AT THE EDGE OF THEAII O DRAINAGE S14ALE \ / 1 �` 1v\+ % a ED EQLI PMENT5 BEAR O I DIRECTLY ON 11'M Mtl L F L OT UN NAT VE SGI L. H] j / NSTALA LEA I—M CINTHININ11, O wG CHAfNBER UN E EAIEILRIAIII IR Ex MANUFACTU F E E HEREONVERIFY THAT SYSTEM I S, B j AT CORREREE TO(4)S G E E tAF. ISTYNG GRADE L9.SEQUENCE 6 CONSTRUCTION -r cs AND vfRE Esr T /// Ap iaffs sHAu BE CRT AT De STUMPS w r fE Lsncr)NG srsTEM FonrPRlNi stau BE q q Q Q q (SEE UNITS ON PLAN) ) REMOVED F REQU RED FOR SITE PREPARATION, EXISTING EL - I •REMOVE AND STOCKPILE TOPSOLFOR PLACEMENT ON THE FINISHED SYSTEM. pRIVEWAY GRADE' LEACH NG SYSTEM �� DL BOTTOM 6F HANUU G I EYEE PREPARATON NCYCHI . Dl \HOLELIREFt5AL 6N NAT OF HAND NO TRAVEL wVTHnNRN PLACE NG EX(AVATLI DESGNDSU,DELET(FNECMATEIAS,SMEARING, ETC (SLOWLY a` SEESURSURFACEINNIMIATON DDROCTILATANDGRAION RATE LI1 LOMN/INC'N PFRMEABLE)54 L5,BEUIXOfx,DELETERIOUS MATERIALS,SMEARNG FTC REMOVE DELETERIOUS HATER AL NCLIH NG SLOWLY PERMEABLE DO IX,WITHIN SYSTEM FOOTPRINT,AS DIRECTED BY N, L'•J ENGINEER. - I' / SCA0.FV SUBGRAp£'CHECK FOR AID REMOVE SMEARING As REQU RFD PRIOR TO PLACEMENT OF o O 2,1 (/ A SECTION THROUGH'ELJEN'LEACHING SYSTEM si'=D GRANULAR FILL.ALso TALE THE 1INVIC NG AREA RIM PRIOR TO PLACEMENT OF THE DEUCE,"CEO--- - ----- ------- ------- ----- LEACHING DINES UNDER CHAMBERS TO LOOSEN—FICTON THE TO FOOT TRAFFIC T . SCALE N S. se WDi PLACE AND COMPACT SYSTEM PILL IMMEDIATELY AFTE0.sUBGRApE HAS BEEN PREPARED AND O APPROVED,iO RfgU RFO EtfVai ON. PERFORM PERCOLATION TESTS IN THE FIA—FILL MATERIAL TO CONFIRM DESIGN RATE. + TIONS.INSTALL LEACHING DEVICE TO GRADES AND IN CONFIGURATION SHOW N ON PLANS/SEC RILL ROUND E LEACHING VICE TH SCHR SPECIFIED ON PLANS,CARE SHALL w •BE TLAKENpED[MPADCT 501LE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS SO ON, Q THAT THERE WILL BE NO DAMAGE OR DISRUPTION OF LEACHING SYSTEM DEVICE OR SUBGRADE W H w ORS IT:T •CROWN THE FILL TO DRAIN,AND INSTALL THE RESERVED NATIVE TOPSOILAND/ORACLAYfV LOAi9 = GOO /1� 0OR 5 LTY LOAM itlPSO L,CAP AS DEPICTED ON THE PLANS(TO ALLOW OXYGEN TRANSFER Btli U LE,I INFILTRATION OF PRECIPITATION), •SEED/PLANT,AND THEN MULCH ENTIRE SYSTEM,MAINTAIN UNTIL GROWTH IS DDABLSHED, PLANT/SEED ALL DISTURBED AREAS WITH A LOW BACKF LL DUTSUE F WS E FLL _7 tHE NTENANCE GROUND COVfR.MULCH AS AND SYSTEM. S W REQU ED UNTIL MATURE BE. SACH EVEp� AND/OR BANK RUN SANDANDGRAVEL F � W UEDN C )I FP. LATERAL GEOTE £FABRIC ABOUND THE - W. {j 6(M N MUA1)(OVER i I SIlly U L (a) TOP I OVE E DISTRIBUTION Q I-L ( w _.._ _____ —_I-__...._.-. 11 TOTAL BEU F _..__ ._... PPFIAD 6FS FUFN" UL SQ _(/� O OVER EUEry UNITS i / LATERAL rvP. ('7 F ......_.. ..._ ____. —! 20 TOTAL EVEN LENGTH-,,----. !.. / ........_ / >W LLO LIJ w / OILx EUEN (CONCRETEFIND SAND; I y SEE IS,IICai0 2)(MN.E. Z U O J V BENEATH EVEN gnuLES) O Q� 0 W {I= 0 cc z 71 EMIT—GRADE WASTEWATER BASALAEA DETAILS � ( MT50NPPIS b WD 1 LEACH NG SYSTE'M LB \ TPNx IusiB�Ut80TTOM OF HAND DUG 'SYSTEM LGRADEDSAND PREPARATION NOTES L_HOIf(ftEGUSAL ON NESTEDCOBBLE55) INDGRAVELWITHAN Iry PLACE SEE SUBSURFACE INVESTIGATION PERCOLATION RATE OF ITT MR/1NCH SHEET.SOFB -S PLO'IEU:Os/�](]U23[..BD PM B ECTION THREDUGH'ELJEN'LEACHING SYSTEM of NEWT W01 SC'ALE:N.T.S. 4 N0.CAM mF,QOfESB��' ROBERT U.HOI.FAES,IT P.E.A""'6 NOT FOR CONSTRUCTION GENERAL WASTEWATER NOTES ......_....___._.._...___._.____._ ,dkl UG AT L RUOON OF NEW VIPING.igUSS,ANDLEACXINGSYSTEMISLETC.S➢IATE KIN CONFORMANCE WITH I - APPLICABLFTNYSUFC,M'S DEPi.OF M LI ERN,AND AT—CUUNiv/Cl)WNSTANDARDS,AS WELL As DETAILS(6PE(StlN THESE DOCUMENTS CUNFtICTS BHALL BE BROUGHT TO ENGINEERS ATTENTION PRIOR TO CONSTRUCTION. - PROVIDE WATERTIGHT MANHOLE FRAME&COVER G-21INSTAILAi ON OF WATER SAVER FIXTURES THWUGH019 RESIDENCE REWIRED HOST 1994).NOKTCHENGARBAGF DO P REED LUMBER MARKER WATERTIGHT JOINTS ttP L O EACH COMPARTMENT OF A SEPTIC TANK' GRINDERS,OR SPAS/HOT TUBSARE TO BE CONNECTED TO TIFF WASTEWATER DISPOSAL SYSTEM 5EC ABOVE RUR ED CO ERS; FNIILXD GRADE RAC SE S#1502 OR EOUVAtENT; \ ) GRADE ODRAIN AWaY FROM COVER(ttP.7 CONCRETE oxcxeT PIPING 1111111 /GRADE SE AS REODITYP{ -_ 11+ /%\/�/.'+/'f/�/ EXISTING GRAVT 1d'IMIN. __ EF UENi PRE,NSTALL PG) D35 E [R & D C, 2 DS(SEE ONLABELL AST. NANDeODKOFPVCNP PE DESLGNigN6 'y PROVIDE ADJUSTABLE RF fVFLIrvG YSEAIR +\ "AS SHOWN OPO PIAN IN SIX, ACCURERSRECOMMENDMO.N, .33 AN DEVICE ON EACH OUTLET - - ••--++•••— -- O _ u L /- P-21 GRAVITYSEWER PIPE JOINTS iOOE BELL&SPIGOT PUSH ON TYPE,ASTM blR12,DESIGNED FOR USE WITH PROJECT "7 LE'- DO -:' \7__ OlitFi PIP NG I.0 / iLEi fp 0.5%M N.SCOPE ER " l I5' i • --- - tER G iftpST CGASKEi _ 0 i 3 SAN iARY TEES A' R APPROVED ECRVALEIJT' INSTALLED AT STRAIGHT&C'ON71NUO SG DE BETWEEN S RUCIURES IT ENO LOW OR I RN TO MaTCn E%BT NG '" R [ PR GR ri SEWER BE FOR %� SFWFRLNF ( EACH PENETRATION) HGPDT''S)UNLESS OTHERWISE DIRECTED HEREON OR BY ENGINEER, SEWER SEAT OF DAi THE OR EQU FNT NATVE BACKFLL L FIIEH FOLLOWING GRADES UNLESS OTNRRVVGVDRECTED ETC GE. W2/6'A MSETTLED LS _ -"•--. SE (EFFLUENT; C All SEWERSTILL BE E EIT E APPROVED METHOD O __ -- -- ""' THOROUGHLY COMPACTED _..._ UOPt EST` 22 R y . ENTI(RESIDENTIAL) P41 FORCE ALL DE 02239OR FT34,100 PS MN ESBREIX G;OAPVCASTMD32411DDPS O Y.5 .RAVE ND MN.ARVAOFSUtQN(• EO M PCISTRE CATNG�FORCE MAN TO BENSTALLED PER ASTM D2T4 AID MANUfACCURERS Fes' _ 0 FA GRAVEL FOUNDATION ON VRE<aST UUAt COMVARTMET RECOIMMENUATIOxS.FORCE MANfiT FITTINGS BE RESTRAINED THRUST PREVENT MOVEMENT. _7 SEPTICIA YOR EQUVATCHT O OR<I MAN TO BE PRESSURE PIECE D BY A N'DEC APPROVED METHOD. L DISTRIBUTION BOX (MIN F -s' ---"--' EU P5)HOIEl PEANb FiTING5 ARE TO BE ZONED BY THE BUTT(HEM)FUSION PROCESS AND JOIN ING EQUPM ENT SHOULD 2 WDZ SCALE N.TS BE AS APPROVED BYRE IT ER. R E A TTNGS MAY Of USED U O v UE E%iEIJDEU BASE FOR 5, -- L. ANT FLOiai ON PURp05Ei EXTRU6ON WELDING O 0 G APP[ATLONS E FAR C! 00.'CPU VALENT STRUCTURAL STRENGTH E 40 D 'E 'W f FUN ONSLGROOVEG ORINS/ TRANSITIONSPTTNGS AND SOME E E' 0 DO MECHANICALLY CONNECT HOPPPPE. REFER TO MAN UFACTU F5 RECOMMONCATIONST [PUSHED STON E FOUNDATION-� .UNb STUBBED NATIVE SOIL PN).SCH 40 PVC PIPE AND F' NGS'ARE TO BE. YA SOLVENT PROCESS,OR OTFIE R APPROVED METHOD N ACCORDANCE WITH PIPE MANUFACTURER'S RECOMMENDATIONS.MECHANICAL JOINT ADAPTER,RANGES,UNIONS, - GROOVED COUPLENS TRANS i ON F TT NGS,AND SOME MEOAN CAL COUPL NGS MAYBE USED i0 MECNAN[ALLY +~ MOUNUTO NEED WATERRRUNLESSUNDER CONxERSCXn01_B IN ACCORDANCE WTJRMANVFA<TUHERSRECDMMENDaT DNS. �I m+ ROADWAYS; RESTORE ROADS ADD Z \DUAL COMPARTMENT SEPTIC TANK_ DET__A_I__L____ P.i1 THERMOPLASTIC nm NG Mqr BE AbuTED AROUND OBSTRUCTIONS BY BENDING PIPE ONASMOOTJOBVE,As a a a~a t S'ODG LC AS CAE T.5 RECOMMENDEDB SHALLNBEASSUPPRLEDOVFOAiMLtERCO.JNC.Op EOU VALExT.REFEHExCESitl XfAVYOUFv .`..� AN So" IS \ EE & 4 WD^2/ SCALE N SIGNS FONN 20tRAFFIC tOAp Nfi NAVE TANK55HAlLBE AS SIT BY NFILTRATOR FV M sue" \ `� EE OESBELOW\� //ROABLWAYOS 95 pA90D-DRPWl1IGF TARCCON OSTRUURES �r0 CTOB STRUCTURES RE INS APLL MARKS � / M ER FIB DEEP WATERIFECFINOLOGv,LOT,OR CULTRAPPAO\Eb fOUVARST. WITH.AoA0WAYI Y AND p00%PA351NG% //\ C //// 1 21TA Ks/iR i E AFNG E SHALL BE E UN 0 s UCio IDESG Eo FDA BTSEK Q MA%MUM I OB.PASSNG zoos Eve) �/j wHEE LOADING) THE ROCALb STRUCTURES&HALL BE DOCUMENTED BY INSIMLATIONOf PERMANENT MARKEVIS) j w </\\B MIN FIVE STRIED C EEL) O MEASUREMENT TIES"TO PERPAANE T E T SHOWN ON AEGORUI Z H ('LE E F L NOTES) J v; ~] RIGIDFOAM NStILAi ONRCE T E IopND/ 14)Al t GROUNDWATER ELEV 0 SS BE ANCHORED AGAINST POSSIBLEMOUND �vG LL / / THINKS Flo O S G E D S f 6 EXTENDED NTERG LEASES D0.8v AN ALTERNAT VE METHOD J W �y -"'ROCA BELUWI WARRA THOO DEIEO WILL E( LOCAi ON ON AP EUB E EE f- N PEZfSj / L (SEEFLAN FOSS �� `�".- . //�///l REC'ORb PLAN i51 TAN /i ELLBESEAMLESS CUNSTRVCLLUNORSH L F ER GHi ALNTS(AS'IM Ll22)).WALL 4N PE AMR N SEAL,OR OTHERWISE WATCH TIGHT S APPROVED BY ENGNEEP,TANKS TO BE T W BURY AS iCAL t\ RNSXEDGHADE. TESTED E G BY METHOD APPROVED BY ENGINEER(ENG EE TO WITNESS) (�W 3 A� 1 AS PA A ST NG GRADE 16)Go TRACTOR TO INSTALL TANKS/5T'RICTU (f EI ELE A ONS SHOWN-DOCUMENT ISMTONS OF IFQ p YI�I TIVE SOIL STING FEATURES PRIOR TOSTARI'OFCONS CFO. i� 1)BURIAL DE SEWER, tl O w 6 .OVER. \ /-fx E%5 /TYPE IN"ihE 1 0. i.T SEPt ll HAVE AN NBFACPROVFDOUTLET E U 11 _ C` R• F- W / SvST ASE ON S 2Ai E LINES AVAILABLE DEPTH PROVIDES'RETWEEN3 0 AND —OVEN /////`T,�,///% //�%///////�/// SPLUMBEO IISERF EE'L E'FLTER SHALL OEELbCATFbb i E ET OF TIIE' OHO VIDE RIGID FOAM JNSULATON OVER AND/OR AROUND PIPE IF AVAILABLE DEPTH ��\�•�\�\\�/ \��\����� 0 NLY.FRAME ANUCO E IVIN OFFER FORM E f ICE SABU JQ Z PROVIDES LESS THAN BO COVER CONTACE ENGINEER FOR ASSISTANCE /\///�'///�// //////�///�/// oER ENi MARKER55HAL1.8ECROV GEDOVE R ALL OTNERTANYOPENINGSUNLESS OTHERWISEO RECTEROY m}�S F{� k' 2B)SEWER LNESF AVAILABLE DEPTH PROVDES BETWEEN 20 ANDa000VEA /%\/////%+\/// \�// OWNER. 0�=0 -'� CRtiv ITS RIGID NSUO+i ON OVER ANU/ORAFFOUNDCPE,CATARTHATILLEDE / \ SEWAGE FORCE CLAILLIS 0E 0W^I+ ui C PROVDES LESS THAN2000VER,REFER TO SHALLOW PIPE NSI Y . OACIPICARDUNDFORCF J/ 't, INSTALLED 'U y U � WTH NATVESO, \ BETWEEN PU CCES.FF W� 3)IN VEH CULAR TRAFf CAROVS IF 3D COVERCANNOT BE ACHIEVED, PEIS)SHOULD NUS STONES LARGER \ RA Ng4E ZU MA MN D H BE PLACED IN A PROTECTIVE CASINGI). THAN 1",URCLEANSAND TO,TPATT ING:CONTACT TO,ING:CONTACT ENGINEER !- V.GGIIIGANCE Oft �� O .._...._... x OFF C7 PIPE TRENCH:WATER&SEWER LINES 4 \ SHALLOW PIPE INSTALLATION �= z WD rJ.tE:N T t ... .......- WD SCALE:n.Ts. _ I� � - - CONSTRUCTION MILESTONE(CONTACT ENGINEER TO SCHEDULE) PRIOR TO BACK FILLING OFVUFNV AND DISTRIBUTION PIPING,ENGINEER TO OBSERVE EXPOSED,FIEND ANN 3 TER TEWA INS A TLET AT PECTPBTTREFFLUENTFILTERS:FILTER SHOULD BE CLEANED EVERY TIME THE TANK IS INSPECTED. DISTRIBUTION PIPING. A LOCATEOU USING PRESSURE TREED MARKERS PROVIDE AN AT GRADE ACCESS COVER). WAS DETAILS PRIOR O COVERING IT BOX,ENGINEER TO VERIFY INSTA—ION OF SPEED LEVELERS AND EQUAL DISTRIBUTION. B.REMOVE TASK COVER AID PUMP TANK IF NECESSARY FN MEET i0 VERIFY PUMP STATION SYSTEM INSTALLATION&OPERATION. c.D0 NOT USE HOUSE PLUMBING WHEN CLEANING FILTER OPERATION,MAINTENANCE,AND ANNUAL INSPECTION RECOMMENDATIONS PREVENTION: A-11 FILTER DUT of HOUSING -_.SEWA ___.--._._.___..._..._._._._..._._...._._....._._._..........._.._._.._._._._._._. vv G Fx EFf'I[IENTIv,f%[ESS WATER USE CAN OVERLOAD ASVSiEM. -HOSE OFF iiLTER OVER TXE SEPTIC TANK SUTHAT atI SOLIDS FALL BACK INTO 5fPTIC TANK. `w/D/� 2.MONITOR BUILDING FI%TURE3 AND PLUMBING FOR LEAKS, f.INSERT FILTER BACK INTO HOUSING PROPERLY ALIGNED AND COMPLETELY INSERTED. OF(1AIANDODS W pIII DR XOusfnDLucHEMICALS Iry SINKS barouMs p.E.:PAINT,PAINT DISTRIBUTION BOX: SHEET.6 OF NNFR,PETROLEUM PRODUCTS,PESTICIDES,ANTIEREE2E,ETC.) ANNUALLY INSPECT D BOX FOR DETERIORATION,SURFACE WATER INFLOW AND INFILTRATION, PLOTTED'09/12YP020 Z3D HM 4.DONI FLUSH DENTAL FLOSS,FEMININE HYGLENE PRODUCTS,CONDOMS,DIAPERS,COTTFIN SWANS,CHOSEN REMOVE COVER AT TIME OF EFFLUENT FILTER SERVICE/CLEANING AND MONITOR SPEED N FOR CONSISTENCY,'vELERS pNEW ELL ATIONS,CIGARETTE BUTTS,COFFEE GROUNDS,CAT UTTER,PAPER TOWELS,AND OTHER KITCHEN AND O YO BATHROOM ITEMS THAT CAN CLOG AND POTENTIALLY DAMAGE SEVRC SYSTEMS COMPONENTS. (AUIx$T AS REQUIRED TO PROVIDE EVEN ROWS TO AT LATERALSI. Ymt U.NOu q� S.DO NOT DRIVE DH PARK VE HICHI ON A LEACHING SW FEUL 31NSPECT D BOX FOR SOLIDS CARRY OVER TO LEACHING SYSTEM. 6.ONLY PLANT NON WOODY VEGETM ION OVER/NEAR'OUR LE ACT ING SYSTEM tO AVOID DAMAGE FROM ROOTS LEACHING SYSTEM_ o VEGETATIVE GROWTH SHOULD 14Oi RE ALLOW ED TO BECOME OVERGROWN. .INSPECT AROUND SYSTEM Poll EFFLUENT BREAK OUTS OR EVIDENCE OF WATER FLOWING AT GRADE.(IF WATER IS SEPTICTANKS: NOTED,HAVE FT TESTED FOR BACTERIA CONTENT).2 INSPECT SYSTEM SLOPES FOR FAIL GROWTH OF VEGETATION, mD ND.aBtcee�E I.ANNUALLY INSPECT TANKS FDA DETERIORA1i01,SURFACE IMIG INFLOW AND INFILTRATION(CORRECT PROBLEMS N:REPAIR EROSION AS REQUIRED. AkUpBseK•Y' IF NOTED). 3.PREVENT DEEP ROOTED VEGET'A'UON GAOWTH ON S'S'IEM. ROBERi U.HOLMES,II 2.ANNUAL NSPECTLON OF TANKS iO DETERMINE SCUM AND SLUDGE ACCUMULA E nNISMUST BY ry5'PFCT AND MAINTAINUPLANU HIINOFFDIVERSION SWAtEt AROUND SYSiEPA. PE IG9202 RAPED OUT WHENEVER THE BOTTOM OF THE SCUM LAYER5WTXN THRE. FT E OTTOM OF THE 4"LUp CHIS, OUTLETOAFRE 00.SANTARYTEE OR TXE TOP OFTHES1-11WTHNTIN E ROM OF THE NOTFOR CONSTRUCTION OUTLET BAFFLE OR SANITARY TEE.(MONITOR TANKS FOR FUTURE SCHEDULING OF INSPECTCHUN AND PUMP WTI. PUMP STATION SPECIFICATIONS ELECTRICAL 5PECIPONTIONS(CONnNUED{ IBl INCIv DE IN WET WELL IUNCTION WX PERMANUFACIURER's HL C—FIRRATE IOCAIION -"-_... ._'-_"_"._". ".. _"_"_"_- 1 NSTRUC110NS. w THow111 PUMP SETTINGS:(SEE PUMP I1)NST'ALL PUMP PER MANUFACTURERS RECOMMEVOATIONS. STATION SECTION) a6J eOwD FAB G mP HOLING ANDF BE E upE rtA a. ENG NEEk iO WiiNFSS OPERAi ON OF PUMP STAT'OwS UPON COMPLETION Q13uaLL WORK MUST CON DIM 10THE LATEST WITION OF THE NATIONAL ELECTRIC CODE / ,DuvLEx PUMP cbwrlroL PANEL ZONE 1, DEPTH fIIJ VOLUME(GAL SOLIDS APP1ANY OR/WTH AUTOMAiC PUMP ALTERNATOR � — , i —I 13)$UBAAEIXS BIE EFFLUENT PUMP,lO.]IBV OA 230vT0 MATCH POWE0.SUPPLY. N APPLICABLEC'OUfS. X(NORMAL OPERATING (A) Sb / RANGE) 6 n7 (12)CONTRACTOR S OBTAIN ALL REOLSED PERMTSATTHER EXPENSE, q / -.I (S)rUPT EHNiSUIF eMERSBLE EfftIIENi PI OS S LIBERTY ENGINEER FOR OLATOiNFED f NII ARDOfFIRE UNOERWR iERS NSPFCTIONCERi FCATEarO AT S B � OV OF "All (6 FOLLOWING INSTALLATION, C ANATF LA AN R 5 PANEL Z T5 9 FFUNRON BO% - OG OAEVF 20i00G GPM RATE MAA✓.VALVE PNAOR( I E ALL TUVEN VERIFY Txai TIE NSYALtA ON IS�FIETS kE Etl } PIT—SYSTEM N PUMP(sl-z ()C.11 LOIFAI1 F7 GAII. (1)PUMP STATION PWGYE. , \- SCHEDULE BN C. ` t_ uRM _I51 IYI SAIIII� CU INIT 11 1U l ER MANUFACTURERS RECOMMENDATIONS. C EIX P E. CIN. OWE0.(SOURCE PER 0IVNERj SHUTOFF/ OTTLNG BALLVALVE-PVC 1%V / (2J ENGINEER TO WITNESS OPERATION OF CONTROL PANELS UPON COMPLETION. L,CU O CH DUPLEX COrvTROLLERWiP AthRNATOR 0.ND ALARM,'MOVEt IlY BV SIT RHOMBUS.OR S CT REt EQUIVALENT'IF AVAILABLE INCLUDE PUMP SEAL FAILURE ALARM;ENCLOSURE TYPE DICIATED RV 0) E DUTY CONSTRUCTOR T 'OR H 20 TRAFFIC LOADING,UNLESS 0 LOCXTON_ OTHERWISE NOTED,SHALL BE PRE-CAST CONCRETE STRUCTURES BY FORT MILLER CO.INC. INLET— ,, TO LEACHI i (S)V DOSNG!7 DOMENT SYSTEM SHALL BE DOSED AS INDICATED INTHE'DESGN SHORMAi0N"ON UR APP0.0VED EQUIVAL[Ni.IWAU PENfTRAi bNs'FORP PE AND CONpU iSHAtI OE $LEEVED;SEAL SLEEVE TO WALL WITH NON ERNK.GROUT(OR OTHER APPROVED �\ [Sf UNAW RCS. METHOD-E.NONFLSEALROOT),SEAL PIPE TO SLEEVE WITH WMERi GHT ELASTOMEHIC _ (4)PROVIDE SEPARATE POWER CIRCUITS,WITH BREAKERS,FOR PUMPS AND ALARM. MATERAEIS \\-2'TEE W/DRAIN BAC'X VALVE IS)SUN SWITCH,WITH RUN LIGHT ON PANEL DOOR FOR PUMP. l(2)THERMOPLASTIC STRUCTURES SHALL BE DESIGNED FOR THE USE PROPOSED,AS - EMONSTRATEDBY THE MANUFACTURER ANDas APPROVED BY THE ENGINEER. (6)v111411DaUDIOALARMS. (3)TANKS BE NV NG AS PUMP VAT ION WET WELLS,AND ALL C CONNECT ONS THERETO, (Z)ALARM RESET AND TEST BUTTONS ON DOOR. BE TESTED AS W ATER TIGHT,TEST METROD TO BE APPROVED BY ENGINE EN. INSTALL PUMPS UNDER COVER TO fA7AI -' INSTALL IUN CI'ON BOx_ \ P (BJ LOCATE ASDRECFEU BV OWNER. ALL i WTFI N REACIAll AOF COVER OR MAINTENANCE 4R UTA.x ST Q.C.ALFBERGIASS PURPOSES- PLAN U USEPTCSOIUTION51) IB)FLOAI LEVEL SWITCHES FOR PUMP AND ALARM CONTROL REQUIRED, ELI wlrn DUPLExP Mns nv sePTlcsowrlo"s Il0{WATIS SUPPLY SHOOFI AT HIGH WATER LEVEL(SOLENOID OR ELECTRICAL RELAY{. ELECTRICAL SPFCIFIUTIOrvs 2'o HATCH COVER SrzINGo, Y TOPAnutATE EA"A..SST -' O PUMPS DURING FUTURE MAINTENANCE -"""--"- -.-.-.-.-.- U Y"TEE F'i5 I 2'N SERIVTHCAPFORtFTOUT i HANDLE VALVE OPERATOR JUST UNDER OPENING, OREOGVALENTICOORDID10"DER) REMOVABLE FOR USE WITH 2 VALVES HANG NEAR HATCH C / / Y.6J.� uJH } )] A C PC NEMa TYPE 61UNCilOx BOX .\ \ / Gre UFt -BY a CJ ll NO v� J roLEACH NG SYSTEM :..-� R NO WATER DRIFT lbmslrvP). A/�%/r///v/%``%irv'�. AAA//A�/ //�// /A -J� (MY2 n�,`�'�m r NCTFRO SE C ANK\L y`/-Y \\. \\\\. \ \\\/ G 1 ,1\ l J:• L�� SO 2NOMASSONh-011-11sLET ���A�AA`/ v, vv /� A'R 11 O �¢sz E /% v�//� W FORCE SPIN a (� 2 PIPING.. _ \VA` "\`� 7 VA V� k\. OBY E E ARRESTER POWER ARD.SURGE ARRESTR q ReO CJ��p (n o / \, i 75 OR EOUVAINT AND RATED FOR 240/120 VAC,SINGLE PHASE E nw^U W \/��\ E D OLYETHYLENE LIFE OUT "i \`\ 'Jf�/ (2 RECEIR ATTACHED TO STANLE.SS S ERtl RDS NOT GROUNDED PROVDE A un AwG COPPER GROUND CO bCOR FRO HE �w Z� 5 y w ELECT ELBOARD TORS/e%SC'.OPPFN(lglI STEEL GROUND ROD AND BONDED iO WATER S'ERVIC[ O� O J V ALaRH ON&LAG PUMP ON \\ V4`\�' \, Z LPORT BALLVALVE (3)TOY SMPCEx PUMP,PROVIDE I IPOLECRCUi(AMPERAG6i0MniCHpUMPREgU ABMENTS) �W �O PUMT ON C /�\\ \\.� FEE ASIR(PUMP POSEB)All Dl 1 POLE 15 AMP CIRCUIT BREAKER(CONTROL POWER)N PANEL00AE0. �T LD( /Yj�'�/ \� `\� IF NO SPACEVAVAILABLENPANEL.WARU PRov UE.A LOADCENTER(SQUARE U TYPE OD OFT y PTLESS ADAPTER OR EQU VALENi ECUVAtENi)ADJACENT TOTHE PANELROAND.THE LOADCENTFRSHALL nE RATEDFO0.240/liOVAC, Z PUMPS OFF FLOAT SWITCHES(9 HEO'U) SH ALt HaVf ANEMAI ENCLOSURE AND SEA CONTA NTHt'TWOC PC nREAKERS UESC,BEO ., \ PNOV Df Y"iEf WTN ABOVE.PROD DE ATAP CONS STWG OF(2EGND)CfINDULIORSFflOMTtE PANEL80ARD TO THE LUGS T� 3 2 EFFLUENT PUMPS /`/ /`/"\'/N \ �j"/\f //��. 28ALLVAIVE(NC)ONBHAN<H ON"IF LOAUCENTER. � C „ /\\/\ � �(FORWNTER DRAIN BACK) NAT VE BACRFILL /\\ \ E l `��t _ S (4))ALL ELECTRICAL CONDUCTORS ARE TO BE SIZED ACCORDINGLY TO MATCH ELECTRICAL ^ THOROUGHLY COMPACTED /\, ) ` \l \ k N OUIRE CENTS OF EACH COMPONENT. 't 4'I 4c �� ANCHOR BASIN USING IS CABLE STRUNG n / BF PROVIDE(Z+GNO)CONDUCTORS FROM PUMP POWER CIRCUIT BREAKER TO CONTROL PANEL. IF flEQU RED CMHO ONi(ACT ENGRNEEp FOR GV DANCE S / \�\�� ��`\�\/��\\.\ F\����}`\\�`. `\\'` \, CONiSAC1YE FGtTSON P.T.6.6 IF ENGINEER FOR GUIDANCE RED; IUD DE(2 C'ONOL CTOitS FNOMCONTROt.PtlwEfl CIRCUIT BRFAKEATO CONTROL PANEL DUPLEX'SEWAGE „\/\ \ .,\ \ \ \ \ \ \ , NONMETALLIC SHEATNEDCABLE(HOMEX)MAY BE USED,IF SINGLE CONDUCTORS ARE USED THEY MUST EJECTOR SYSTEM ENO PLAT ES TO CONACT 6.6 REINSTALLED NEMi. CVCVI 6"(MIN.)COMPACTED CRUSHED STONE_„-�� ,`/\�/\\ \ ���"\\ (YYP.EACH ENp{(IFREQUIRED) MATERIAL ATOP FIRM NATIVE FOUNDATION //`fix`\GALVANIZED EYE BOLT DIP, 611NSTALL COtVTROL PANEL AND HIGH LEVEL ALARMS PROVIDED WITH PUMP. SECTION \'. 70P AND BOTTOM) F CINDUSTRIALCONTROL RELAYINA N7)E A RELAY IS USEDTO SHUT OFF THE WATER PUMP DUE TOA HIGH LEVEL ALARM THEN THE p c 1 \-2"CHECK VALVE D LOWING SHALL BE PROVIDED,PROVIDE AN A ENCLOSURE(SCLEARE D CLASS REST TYPE X OR EOUIVALENT),RELAY COIL SHALL BE RATED FOR 12v VAC. SHEET Z OF R P C0I TADS CIRCU T CANABI USED.LOCATE REIAv AUTACEUPPTI CONIROL Av ONincrs SHALL nE N FORlLADLAB WATER SUE 11CHLEO.ATFULI0Y:11.00P.f PA LAND LABEL ENCLOSURE.PROVIDE WIRING TO RELAY FROM CONTROL POW FR CARCUIT HSTED IN NOTE 3 FOR PROPER OPERATION OF RELAY P . NOTES_ PUM STATION NOTES_ OR MEW r 3)LOCATE"LIE OPERATORS&IUNCI'ION BOX TO BE READILY ACCESSIBLE THROUGH COVERISI. 11)PUMP STATION TO BE 200 GALLON DUPLEX IF—CLASS WITH PUMPS AND (8)PROVIDE(9i'FYPE THw CONDUCTORS I2,GND)GONDUCTORSFOR PUMP AND CONDUCTORS FOR ALTERNATING CONTROL PANEL ev SEPTIC 60LUTIONSINC. LEVEL CONTHOLSIGNAL.SJ INA2"fiCHFDIILf AOPVC COUNUITFROMTHECDNTROL PANEL IOTHF WET x, t WWF WELL JUNCTION BOX.PVC CONDUIT SHALL BE BURIED A MINIMUM OF 24"BELOW HNISHED GRADE. NWATM SUPPLY SHUTOFFTO RELAY TO SHUT OFF WATER SUPPLY PUMP POWER(SEE ELECTRICAL SPECIFICATIONS) I2)PUMP STATION EXCAVATION SHALL BE EXAMINED FOR EVIDENCE OF SEASONAL TRENCH SHALL BE SACKFILLED WITH CLEAN SAND FILL UNTIL CONOUN ARE COVERED 3)OPEN"URAIG BACK"BALL vaIVE ON FORCE MAIN TO WINTIOU SYSTEM. L)BIDS ROVNOSSATER;CONTACT ENGI EE NR FOR GUIDANCE,AND PROVIDE ANT i ATION MEASURES AS.SHOSE WSOCTED. H0.f928Ye�` ARORBUTDH ROPER H02 II DUPLEX EFFLUENT PUMP STATION NOT FOR CONSTRUCTION PE Y0026 G2 9 Psy s EROSION&SEDIMENT CONTROL CONSTRUCTION NOTES: I I BAGS LAID r'CRT ro - _...._-......................_............_..._................................................................_........._ OENP—FIGICuIAn EROSIO &SEDl I: - oiD.R£cnoxpfaow nEELQR 2°.r. N M•NT CONTROL: =�'I✓ 11""TICI PERNRITT NG AUihiQRTES REGARD NG CONSTPtICT ON START DATE AND ENG NFER TO SCHEDULER / EOTE%TIE FABRCNFETwG_, HARDWOOD P05T5 F IRA DD TUR6APCE SDEF NEp DS U 0 OF ESTAPL SHfU GIXOUxU COVER/SOL qNU iJO LANU EO B f ,BE CON5T0.URCN.11TNG PRtlR TO START OF COrvSrRUR PN. NYSSSESC'PC RAY WOVENWRE FENCE O CE SHALL TAKE PLACE ES U SONS ARE N PLACE TO CONTROL EROSION AND N.14 GAUGE W/ SED MENTAT ON.LANU D STl1RBANCE SHALL NOT EXCEED L.M TS SHOWN ON DRAW NGTWITHOUT APPROVAL 21 EROS ONB SEDIMENT CONTROL TO BE INSTALLED PRIOR TO All p1HEH CONSTRUCT ON. ONJ / / 24(MA.LTYP. �MAX.6 MESH SPACNG) OF THE PERMITTNG AUTHOR TY. :4.:. NRE IODECEDSLT FENCE PC S. AJNYSFGC TRAINED PERSONNEL I EROSION AND SINMENr CONTROL SHALL INSPECT SITE DAILY AND MAINTAIN ESE 2)FROM DAY I OF CONSTRUCTION UNTIL FINAL SITE T SARI.—C SHALL BE LOG/PE POAr BOOK. TY L CONTROLLED TO PREVENT E ROSION&SONOENT AT IT IN ACCORDANCE WITH PROVISIONS SHOWN ON THESE HARD SURFACE TIE POINTS PI BE AND THENOW YORK STATE STANDARDS AID SPECIFICATIONS EROSION AND SEDIMENT CONTROL' (NEW YORK STANDARDS AND SPECIFICATION III EROS RY AND SEDIMENT CONTROL BLUE BOOK CAN BE FUUNDAT': INYSSSESC),ISSUED BYTHE NYSDEC LATEST EDIT Ox.ALL ESC DEVICES SHALL BE MA NTA NED IN ACCORDANCE M1itp// dec.nYCOv(cirem ca/2406f.M1tmlSECURELY FASTENWIRE TOTHENYSSSESC.EROSION CONTROL OPTIONSNCLUDE:AI GRADEDSTURBED AREA AND SEED(TEMPORARY _ �30'MA%IMU "FEN STS& R PERMANENT IMMEDIATELY AT IEft CURRENT WORK SCISMV`LEifU OR iEMPbRA0.lY SI15PFNUFO,B)M US II MULCHWITN SUPW,BARKEMULCµ STONE,ETC'.,C)APPIS EROSION CONTROLMAT'TING,ORD)OTHER,AS _. OTHER ENVIRONMENTAL CONTROLS; SAND BAGS Enemc.0 OST `c> AppaovEn. _ l.)Pk TEST SHE DURING CONSTRUCTION IN ACCORDANCE WITH NYSDEC STDAMW ATER DESIGN MANUAL AND NYS EROSION&5EDIMENTCONTROL GUIMINES("BLUE BOOK"),LATEST EUITIOry 2"%2"WOODEN STAKES ESC4I FROM DAY I OF COxSTRU THE U FL FINAL SITE STARILpATiON,SEDIMENT CONTROL MEASURES COMPOSTLACED 0.T]0 OC'. SNAIL BE MANTA NED N FULL OPERAT VE C0rv0 i ON LIGHT PERMANENT SITE STABILIZATION S COMPLETE 2.1 TEMPORARY FUEL TAN KS SHALL BE PROVIDED WITH SECONDARY CONTa LAMENT EQUAL TO IW%OF TANK COOLED IS, ",I,RSOCX� STEEL ON ANDPENMANENTGROUNDCOVfRESTAOL tHEDASDEF DEFINED BY NYSDEC 5iA4upARpi - AJUANEAUNDEPFUELINESSHALLBECOVERfDNNOODCHPSABSOPBENI MATTING,OR OTHER APPROVED \ MA%.SPACING �NARUW D S ABSORBENT MATERIALS / ESC)O OEC S E EGEO GE8 S 11 IM"`�INCLSUOO FEE I OF TIE MEAN BELL WATER OF ANY MES,POPE,RIVER, V SIj J M _•/SY W V qB- ' Ovfru viRE FENCE. ..tU BI X' F STREAM. I D � SSLACED EP EARLIER MATERIALS, E SHEET OW DRAINAGE F P THE ENTIRE ROTESION CTIVE EC EL S D E O F E G E FIOREESE ACCEPTABLE CVICES AE NCLU THE MULCH OF OfTWO NCHEACK RIP ABLEMAIER SS SUCH O FRa x v EXISTING ASPAS CACRc S ION Lry Y'OURS "TO" XT EFABNC z z \ CONTOURS 6' PE 3/c SA IN) SC 46)N AREASffTEMPORARILYOR PERMANENTLY CEASED 0 EDITOR,E't '[TITER, - r 4 _ - I U.B."' ROCK TEMPORnRYAGO/OR PERMANENT U B.Z' E 5 SSHALL Bf INSTALLED E/ MPEEME DIED .e ` E.:NO GAP I HCOMPACTEU BACKFILL iH (FNEgU NEp) S E (�D /r \ S,xcP L SS PROTNE E TIE SU TE%HLE FARC PAT C OF THSiE TEA<HN COANL GEO E EROSION AND SED E T CONTROL,AND IN THE E(TEXTLE FABRIC WRAPPED E E MOST CURRENT VERSION AUUry HAY AEs,AS 5H0\YN ABOVE H BY NOTES E 0 BAS S gACCORDANCEPC UTA 0 664.is(C). AS -O _ J ESC STGROUND CLEARING 0 GRADING CT FS WHICH OCCUR DUR NG THE PER OD OCTOBEP 1".TO �DRVENfFLUSH v 7AtES25TAY.ESANi ! G� ' Ii TITS bETAt 50.PPL CABLES NAGS ON ATEMVORARY OP A IL ITT.DURINGGERFANATON OF VEGETATION TYPICALLY WILL NOT TAKE PLACE SHALL BE ERBALE RE4UPED,ONE VERTCAL,ONE ANGLED • SERA PEPMANENTBA$$(1 YE )' EROSION CONTROL REQUIRED TON TF EXTRAMEASURES AEVEGETATONN ORDER TO REDUCE EROSION AND _ _ . _ - MAINTAIN A NTAN WATT C L LEE' MEASURES INCLUDE,BUTARE NO UMITUOTOTHE USE QGSGREEN a q Q Q Y _ R MEINTAIN NG IXT A C USL '0 FENCES + I COMPOST P tTEftVIA 2151Li FENCE SHN.tB[pLACEp ON SLOPE CONTOURS iD MA%MZE PENDING EFFICIENCY. VIA STAKES LACED -]'1 L-SOCY.PER 31 Att MATERIALS AND INSTALLATION SPECIFICATIONS SHALL.BE AS FOUND N"ENE LATEST ES SALL CONS 4 PRO 5{ONAJD/OR SEDMENTATON SIVDENT,INCLUDING B"M{N.TYP_f IO D.0 NYSSSESC VERSUN OF THE NYSSSESC IN PEACE CONTROLS ARE DAMAGED UE OED OR ARE NADFUATE.CONSTRUCTION ACTIVITY SHALL OVERLAP FABRIC/ I rv0i RESUME UNTIL SUCH TIME AS CONTROLS ARE N PLACE TO PREVENT FURTHER ENVIRONMENTAL IMPACT VL +.STAKE 4)INSPECr AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT AS ANU UNTIL SUCH TIME AS THE PRIOR A4PACf SftEMEU ATED NEEDED;9"iMAx.i RECOMMENDED STORAGE HEIGHT. ESC-])DETAILS SHOWN ON THIS DRAWING ARE ONLY EXAMPLES OF APPUCABLF EROSION AND 5'EDIMENT BEDDING DETAIL IT COMPOST FILTER SOCKS WIN BE PMCEDONTHE C.ONTODR WITH BOTH TERMINAL ENDS OF THE SOCK EXIENDEDB FEET UP SLOPE AT ARE DEGREE ANGLETO PREVEM BYPASS FLOW. MREMOVEUSEDIMENT SHALL BE DEPONTEUTOAN AREATHAT WILL NOTCONTUSITE CONTROLSYSTEMS,CONTRACTORTO DETERMINE"SEST MANAGEMENT PPACTICE(S)"AND SLIBMITTOOWNER/ NOTES_, SEDIMENT OFF-SUf AND CAN BE PERMANENTLY STABILIZED. ENGINEERFOPAPPOVAL. 1)THESE.SUA1tS ARE APPLICABLE TO SHEET FLOW DRAINAGE ON DISTURBED SOG HAY BALE 2.IIT MOURS DESIGNED FOR USE SHALL BE I2'32"EXCEPT THAT%"DIAMETER SOCKS MAY BE USED rOA 6)DETAIL SHOWN IS EQUIVALENT TOA"REINFORCED"SIMPINCE Y DIKESAPE NOT SUITABLE FOR STREAM CHANNELS. BESIDENTIAL LOTS TO CONTROL AREAS LESS THAN 25 ACRES. STANDARD .REFEaENc£sMnDETD EARTHWORK&TU TURF p pA0.p"AND"SUPER"SILT FENCE,TEE NYSiSES<. THESE[EA DISTURBED AREAS SxA A AR RESTORED SITE THAT HAVE SEEN UNLESS OTHERWISE LSE RALU ED ON 2)HAY BALE DIKES MAY M OPEC FOR TEMPORARY IRR DAYS MAXIMUM)EA05ION CONTROL B.)COMPOST SOCKATOWRE INCEDIEDILE.1TH SC2"%2'WOODENSTAKES DRIVEN I2"INTOThIE FNFSEFPLANStlABitlWNER f FDA AREAS Of SITETHATHAVESEEN VEHICULAR TRAFFIC,SOILS RFSRORATION iO SOLI QN IO FOOT CENTERS tlN THE CENTERLINE Oi THE SOCK. SILT FENCE BEnS OLLOWS.SOLSRESTOIATION REQUIPEME NTS AS DEFINE D IN ChIAPTER v.I.A OF"NEW VORK STATE STOPMWATER DESG :APPL CAT Ory OF3 OF CQ.1OGT,i LE CO..'.NST NTOSUBSOILA J y MINIMUM DEPTHOF 'ATION QF ISOL.FDA DEPTH DEW,VEGETATE AS REWRE.PER STRAW BALE DIKE 4.)TfiE MAXIMUM SLOPE Lfrvcn{ABOVE AcOMPosIrnER SOCK siqu NOT EXCEED THE FOLLOWING LANDSCAPING PLR, APPLICABLE,DR ATTHEDRECTONDFOwNER. GO ----------------------------._----------- uMas w E—SE TOPSOIL,THERNAT IVE/NANDMULCH ROURNEEDAIXEAS CO TACTOW PERMANENT VEGETAT VE GPOSviN Er (/� Z (GRASRATION SNAKE/RRECOLIZED MENDE MATERIALS)ANDAPPLIATION, ND{Ofl LOCAL SOL 2� ¢ L 7 IF { CONSERVATION SERVICE FOR RECOMMENDED MATERIALS AND APPLICATION,ON. ..z : U� r IMEC&PERSONAL PROPERTY IRG WORK WHERE UP, IS ftO`N -- AR=,NCTEV AND COMPLETE ALL SPRARCAL 0.ALLW RK OUTDDE OF ROOT ZONES OFMAIOR PEES aN0 N pZ _ s o F o CONSTRUCTION ENTRANCE SPECIFICATIONS fT a)co A R DES,ASTEXISTING RclRRCTE BY ER U O CER NaIPBAwTYP.I COMPO — —— OSN Ii 'I [' BI 4 p 'LENGTH NFEfT E, E 1 oCLEAANG ORG OBBING BEYOND ECLEARING LIMITS LABELED SHALL OCCUR UNLESS APPROVED N �W SU �`. f I CS 1 A))SONF ZE UE 1OR IT V. STONE OR RtIBBIP, ADVANCE BY ENGINEER AND PEPMIR G VTHOB iY(FS)- LL1��TO _� MN—� ST FILTER SOCK �¢ z b ;I �� _. ... BI iH CKNE SNOL LESS THAN 6. W ( �. `- OQ•zNONWOVEN GEOTEXf E FABRIC c zlkN A)TYPICAL COMMERCAL(NDUSTRIAL ENTRANCE LENGTH=RECOMMENDED 50 MIN. Q W U. w DIKE CONSTRUCTED USING BI A SINGLE RESIDENCE LOT ENTRANCE LENGTH_RECOMMENDED 30 MIN. �DO U. xp o R CRUSHED STONE AND LIGHT S'' DITCH STABILIZATIONGUIDELINES W - ___________ CS-H) Im. IGLOSL ISS ARE E TO FFEP ER i ESF STABILIZATION,AS NEE DED;ADUTONAL �W Z � S W t S .,J I 95 OR H R _ _ } NOTES U ca -- RECOMMEFALLIFMN.WIDTf WITH COPARATENTRANCE&EXITS Z O MORE AGGRESSIVE TREATMENTS MAY BE NECESSARY DEPENDING ONSTE CONDITIONS) �J r 11 TIRE STRUCT ORE TABLE FOR EROSION CONTROL OF SHEET" G E ON MODERATE SLOPES,OR AS iECOMMENpED24 MNSNIUTH WTH COMBNEDENTRANCE&E%iiip SITE �� O A CHECK DAM SEDIMENT TRAP NA DRAINAGE DiCH FUSED PROVIDE CARIPFLOW CAP R LIU DS 1) :SEED&MULCH CS IQFOFI%FILE: O W O ip 21"A"TO BE 2 OR GREATER FOR TEMPORARY DIKES AID 2.S OR GREATER FOR PERMANENT EARTH DKEi. y -r" A)TO BE PLACED OVER THE ENTIRE AREA PRIDE TO PLACAD STONE. D-)6 .SEED&MULCHW/TEMPORARY EROSION CONTROL MATTING Z� .b __ B)NOT REQUIRED ON A SINGE I FAMILY RESIDENCE LOT (ER NORTH AMERICAN GREEN MODEL:IWOOR APPROVED EQU VAIGNT) Z e TO BE HEIGHT SHOWN ON PLAN OR E4UAITOHEGNT OF ADIONN6 PROUNDOR MAx MUM 16"HIGH. �( G ) C)FABRIC SPECFCATONS: h 3) —1- LIGHT DUTY ROAD RAIRAR I00x OR APPROVED 053110 lEkSEED&MULCHW/TEMPORARY OR PERMANENT EROSION CONTROL MATTING ❑ 3 4)SEDIMENT TO BE REPROVED WHEN 25%OF THE FICUS FUNCTIONAL VOLUME HAS BEEN LOST. EQUIVALENT (Ex.NORTH AMERICAN GREEN MODEL:C350 OR APPROVED EQUIVALENT) HEAW DUTY RCOR—JRAO 600x OR APPROVED w S DIKES TO BE REMDVEb AND AREAS STABIUZEO W DH Ary APPROPRIATE VEGETATION THAT MATCHES EQUIVALENT EXNO NORTH SEED&MULCHW/PERMAN550 OR APPROVED EQ I—EN D SUNROUNpI NO AREAS AND MU LCHED TO PREVENF EROSION. WIY TN'12''24' (Fk NORTH AMEIXIGN GREEN MODEL:PS500R APPROVED ECYUIVALEN'r) DUE) C55)SUHFACE WATER. OR OTHER APPROVED MEASURES(STONE CHECK DAMS AND/OP RIP RAPPED CHANNEII ALL SURFACE WATER FLOWING OR DIVERTED TOWARD ECRR.RUCTiDN INE—CE L BE ILPEDBEfDATITHEENTRANCE IF PIPING IS IMPRACTICAL,A MOUNTABLE BERM WITH SLOPE STABILIZATION GUIDELINES ENVIRONMENTAL 5:I SLOPES MAV 8E[ONSTRUCTEU ' m ( (GUIOELINESAAfP0.0VIDEDT00FFF0.AtTFRNATIVF5F0A5TABILIL.TION.ASNFEDED;ADDITiONAL CONTROLS STONE/EARTH DIKE CS-E7A},AINTFNANCE.: OR MOREAGGRESSIVE TREATM ENTS MAYBE N ECESSARY DEPENDING ON SITE CONDITIONS) -- -- - - - I.- TEE E L TAMED N A CONDITION WHICH ITT PREVENT 1)G5 EED&MULCH TRACK O OW SENTIMENT ONTO PUBIC RGHiSOFWAY,THIS MAY REWIRE (CONTRACTOR MAY USE THE DETAL SHOWNE t OR CONCENTRATED FtOWs) \ + �S C P ONE ASC CONDITIONS DEMAND AND REPAIR AND/OR EC 1 ICONTACTOA MAY TER TO E RK STANDARDS AND SPECFICAT ONFOREROSONANDSEDMENTCONTROE k USED TO TRAP O S NORTH IN&M SUCH GREEN M/DDM POPARV ERO5ON CONTROL MATTING P A000�(E' E. 2;A NNGOFANYMEA P U PSEDMENi.ALL SEDIMENT SPILLED,DROPPED, 1)IS ISO B 0 CQ 'LEDl 1AGCR.GA`;. WASHED0A DEPOSITED ONTO PUBLCRGITSOKWAY MUST BE REMOVEDMMEDIATELY, (E. EL:S]SBNORAPPROVEDEQU VALENL) (CON C ENGINEER OR TO MAKING SUBS�TUTNONS)SEDIMENT CONTROL +y'), (S �...,) y/)WARNIN $5313N SKY,SEED&MULCH W/TEMPORARY OR PERMANENT EROSION CONTROL MATTING ON SHEET.BOFB ... WHFEISSHgILRECLEANEDTOREMOVESEUIMENTPRIORTOENTRALJCEONTO SLOPES PLOWED.09/12f102'v 1:B0 PSt PROVIDECONSTRUCILON ENTRANCEASflEQUTAED PUBLIC RIGHTS-OF-WAY.WHEN WASHING 15'REQUIRED,IT SHALL BE DONE ON AN AR EA OF PER,NORTH AME RICAN GREEN MODEL:SI i00N 01 APPROVED EQUIVALENT) TO PREVENT TRACKING ONTO HIGHWAY. STAB NEED STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. SS4)50 3a0%:SEED&MULCH W/PERMANENT EROSION CONTftCA NATTING ON SLOPES OF REIT'Y CS-e)1NSPEC'TION. 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