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septic as-built TARR E'1[T EameCFS, PLLC avil&Environmental F.r ineer Transmitted via Email May 24,2021 Bruce Frank Code Enforcement Officer Town of Queensbury E C L�i� E 742 Bay Road D Queensbury,NY 12804 JUN 0 3 20Z1 Re: Site Planning Gardner-Lewis TOWN OF QUEENSBUI�'( 11 Old West Mt. Rd., Queensbury BUILDING&CODE S JE 18-025 Dear Bruce, This letter is to certify that representatives from this office visited the Gardner-Lewis residence, identified above, numerous times during construction of the site improvements. In our opinion, the site improvements have been installed essentially in conformance with the original plans and discussed changes, as documented on the attached record plans entitled "Residential Development Gardner-Lewis".revision 3 dated 5/24/21. If you have any questions, please do not hesitate to contact us at 518-792-2907. Sincerely, JARRE17 Engineers, PUC Digitally signed by Gail Morehouse AS B U I L`T Date:2021.05.26 12:52:09-04'00' H. Thomas Jarrett,.P.E. Principal Encl: • 2 - l lxl7 drawings (1-8) entitled: Residential Development Gardner-Lewis Revision 3 dated 5/24/21 Ecopies w/encl: • Jesse Gardner& Cameron Lewis • Mike Lewis • Mark Smith F:IDataFi1e12018 Proj12018 Residl18-025 Gardner-Leivis SPIConstl Work Docsl18025 210524 Rcrd P1nslSrcel18025 210524 Cert Lindoc 12 East Washington Street 518 792-2907 Glens Falls,NY 12801 GENERAL NOTES: RESIDENTIAL DEVELOPMENT G-1) MAP TWX FROM ­RREN GDDND'COARNp"N DAPPM MAP DATE:NINE"'2014. GARDNER•LEWIS 11 OLD WEST MOUNTAIN ROAD TOWN OF QUEENSBURY, NEW YORK .' -xy' e •r.,i WESE EIOUNOW AGO noEsr 911E tip, .�71rg"� ll.v aw Lwr N. LEGEND �y -+ 'P 7%,•. WNETYPE: ky, L g- ESuURVEM AND OR nELiD x PROPOSED STRUCNRES/OWECTS/ -•s ' ,L,} ,.F _ - �•. PROPERTY LRIC: ------- PROPOSED YAIOR CONTOUR UK&- 100 PROPOSED MINOR CONIDUR MES: -------P9------- 'I NEIGHBORO HOD SETTING E1161INC MAJOR CONTOUR LD1ES: 100 U SCALE:SEE GRARIOC SCALE EIWTINC RwOR CONTOUR Urns: -------99------- GRAPHIC SCALE TREE LINE. sW D 100 700 ADO 9m RECORD DOCUMENT' SW -.•-..-•.-..- N Nw MA PREPARED FROM UIEORNAnON COLLECTED BY SYMBOLS/ABBREVIATIONS Iw FFETI JARRCTI•r.NOENBERs,PLLC DURING UYREO CWTRIICT M SION OBSOIVATIDIVS AS WELL AS GAY SANRARY SEALER SA-0 INMRNATION PROVDED BY THE CW/1RACTOR AND/OR ONNER MFORAIATION PROVIDED BY DINERS Pf3AURE 9ANRARY SEWER SA-rN RA9 NOT BEEN VGOnEO BY JARRBI F ENDN•E'ER3,PLLC FOR ACCURACY AND/OR GDNPLETENE59• RAP HAS BEEN DEVELOPED WH THE BENEFIT OF A PARTIAL RECORD SURVEY AND SHOULD BE INE/TY POLE w CONSIDERED AS A ROUGH REPRESENTATION OF THE SRC ONLY. REMSON INOGTOF4 TESTHOLEO TP n/ PCR / ISSUED FOR CONSTRUCTION COUTIRI 1EST:B PT NOTE REFERENCE TAG: NOL:° NOTE/ CI SEE DRAWING JARRETT Engineers, PLLC snanr /FOR NOTE ADDED COD O DETAIL REFERENCE TAG: DETML/ 12020 NO CHANGES THIS S. ° SEE DRANNG/FOR OETAa Civil&EnVlrOnmental Engineering I/B/19 NO CHANGES THIS SHE SECTION wr CRECrM 12 EAST WASHINGTON STREET PHONE:(518)792-2907 GLENS FALLS,N.Y. nn4/1B 'A I v SEDDON REFERENCE TAC SC°0N lEfiEN PRO N 18-025 DALE flEV I ISSUED/flENSIONS 01 SEE DAANING/ FOR SEcnCN o ZWe4o.rd NAtpeeb-4me#an...blb. 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ES 7-7SHEE Tee MedAD d miaa NnussPP merys+xldr N;mlev nmodnunme.N emMNr NO NONE 8/19 1 NEW SHEE ti fm6 b Ana1v oNWeLwbt OrJ�m+e r Si \F AOSEtIT:Mr.8leywm DATE REV# ISSUED/REVISIONS Imm.Md Rl Wrd Oab+eunmvN l'uW WTayn AavJ'sy n lh J,en Icadbam ryrryd by SmR+RR Ibe Mbe iet; D YYdvmrNmeNmmmrG SEOF NEµ•�0 SITE PLAN C1 i Ad:nmemBe WwwIIEN Wtlm fdbnvp P,mmxilP NblmMim P m M IimW Nekmbg mn mmWm.u>ud ealr amm,army.memmim RESIDENTIAL DEVELOPMENT tr imuma mama mmmrnmdrmM.mirmly Coemumry IJ..daP�m.um M vapPlkaak,mr s.dmY se+v®maxim kn+.m m xmmaxa m Ina wmmrm,.al wIfurmvbvMeN elbe r4 indq m.Wi+N.uroVebrwvqel.JlmuJviyvdey+a mYpl•'Rev^Ppabtrime3au imL AhuNv®pumil tl mrM �J,,, riD��i� iet't GAR , AIS 110LD WEST MOUNTAIN ROAD OUEUEWYORK IvmNmM ricmpvrNJdre.ry FaMl ba ban Rarebindn PlwEN ORec; C d11 � � Id�WmFmtuvmnyupva?nq'm1pvbdymvvaPf `r .>� JARR=Engineers, PLLC Pme2dJ H THOMFSJMRETT GYvil&Environmental Engi—iring fm.1 dx P E.#57S09 12 EAST WASHINGTON STREET GIENS FALLS.N.Y. Plmrc:yee,ya S» pu;5s4){SHDIrya B,YRwd,Oaeensbuy,NY a18v41murAaeensRmy.ml Peane.5e8iba F.:5,8 74.8ay Rand,vueens NY SRypll+xm 4mensbuy.ml r PHONE,(518)r82-280T SEPTEMBER2018 PRO#18-025 SHEET:2OF8 RASE9IEEI:T1vsl ED/1ftM5EDvecal II mPM GENERAL NOTES: G-1)A YAP TOLED,•PLOt PUN FOR LOAN ROBERTS AT 11 OLD WEST MOUWAM ROAD'BY AEL SURVEYING.PLLC DATED JUKE 30.2014. G-2 NO CHANCES TO THE DESIGN PLANS W WY BE MADE OUT PWOR APPRWAL FROM M WN E TO OF UEENSBURY. G-D)CONTRACTOR TO LOCATE EDSTING OU71ES PRIOR TO CONSTUCTION;CONTACT NC SAFELY NEW YORN fl O VE WO-B81-T952)AND RECORD FILE 1• PoFY B KG CONNECTIOT6,LOCATION AND DUNATON, OR TO MRIATNG CONSTRUCTION;CONFUCTS OR DSCREPMOES SMALL BE REFORIED TO THE OWNER ON ENCMEER WMENATELY. NOTIFY ENGINEER DWENATELY IF WE CONDITIONS ME NOT AS MOIGTFIL SOr EIEYAllef6 F701 /` ' / / /// / ® PNo�5E0a momK. / YEDIW IR4Uf OIBE FABRIC 'RLMOVID VMVIKE" i.-1, r ' ' , vR01pEE0 HJB HOusE ,` rm,,,'cmuLNMURY SITE@ ZO:ON'G REQFREM,Is POI XCIFEN10Ee11R9 ,/ ,.'� NOT: : ' / EIEVAT-11EM.E., 'PIORLT II® ElF/ATONP9 PER REWPO//JA�``//JA�`` / .%.i:' OT\'Ett CARD\-ER-LMITS.GSffRON, ,fJ/mil/. 'A -/% ' - Puma CDXlIfUCllm TOPOGRAA1lcs—lf.AGJ.tI TACT L9!-MBULAALREMEXIAL) %l. J COMPIETEDJMIU — /'. 2Q\T�!i DEO r('\,'ATIO\ RR-! ISWIIO W.IFL4.® U�4- / : LOi AREA 6.I A(RES O/ � N FA1Clt,:%®516E--- _S, _ /I ,- l '�' i /• ` - NEGL'LATIO\ mQ=S, IFKISFLVG PROPOSED 6.1 �` 1®IaG RUNOFF '• LOT WIDTH FT J0p 'A>±• 'AY ToST 13Tewo a - AONFAO\TAGS FI iW -�• I MATiD1=01 COVERAGE SEEAPPL. SEE APPL PMCES70FLOi PER\SABLE ,.. SEEAPPL SEEAPPL S OE ©•� / - J SETILMMS '_., " —•"/ IEQNIa VAL fEYOm I I,! I 'I f ' /' I% �y� LINTS— "IS IA 6 to�� ('/ 100 - 31 _ I "i'� IEFm1E lAfQF FAOMFT(INTUMDR.O R..Lux. N FxYO10F;OfY®FIFE I+l it'I / / EMovFD STORMwATER. �E� / SIDE IFT 77 - -7 , ©(DLLEGiroNTRENCN A WL / SIDE]FT T! >7 ll ; $''`, 1 l_- f:-' /•' -'� ;/ / - REFERENCE � REAA FT LED FEMMM P1®O= N.l\1W:Af BCILDIMMIGHTFT 40 - 31 CLEMMG BPOf 11150ege © TIRE-03ST24LOT NOTE' ovuilnNCE'`! �9/ —.—E= / r N iAN'G aF�MILL REINIVED GILD IDPE� /• / / !© . ` R' sE1B<CMANOYE 1„ Ii01310)waa TO INE iEVETIED OIxB IDPDafuRBG _ , ' I ` . 1 j1` '_ - _ _'!_ /// /. •\TE101m IWF)1 e�YEMAt RM 2 RFID1©WR.7F FM PE*,M �um a�� �. VARIANCES REQUESTED FROM THE TOWN OF QUEENSBURY DIRlya IE9AC1a Y/NL Tgyq'}y % _ j, /�/ m G I®) 1)HO 1:7,. OF MC TO FRONT LOT UK(CHAPTER 179: 1�. N/A n.G• EMSTnc WAIERWURSE N FAVOR OF G/DFD SLOPE -j _C,-% / © TABLE 1:TABLE OF ARCA REOUMEYEW3) MOT NYSDEC QA54i ED); I I i 1, /_ w,!I, _. EXISTING SL!)!IE A I .\ �/ DIOYE 2)HOWZOWAL SETBAIX TO 9DE LOT UNE(CHAPTER In; TS' N/A TO FUMR.Y®IDWgI OF / �i - TABLE 1:TABLE OF MU AEONREYCNTS) o®IM DRIVERM FEDIem© I nR1AA0e0 iI (-' l-., / /I// EXISTING COPPER WATER TE S CCORDANCE 10 PERY 11B Cea1ION, ,1 1 ' \ i l:0%/!' / VAIN mm OF a1'F771mTRY OD Mr J over IIDOIea ro fE OEIeDI®Er AND MAIFlavE )'OmClm I q ©\, i ry'�,/ /� afire HONEVOED&OaY11NCRON To FMOVEO9EgMDR , �IRM RM 7 �JWRa9.S.NOTE i�//j �j�j i�j�� /%V i\ THIS SITE PLAN AND AREA VARIANCES WERE APPROVED BY THE TOWN THE IE'10iF OF OUEENSBURY IN 2014. REFERENCE APPROVAL RESOLUTIONS SHOWN .... C VNIVEW AND .WL SM 125 OF ON DRAWING "API"IN DESIGN PLANS FOR "ROBERTS RESIDENTIAL DEVELOPMENT'(ATTACHED FOR REGERENCE), PREPARED BY JARRETT --�!—/ ENGINEERS, PLLC. 17 ISSUED FOR CONSTRUCTION F,SITE PLAN SCALE:S[E GRAPI9C SCALE GRAPHIC SCALE 52J21 S UPDATEDSTORMWATER DESIGN GADDED SPOTELEVATONSFROMTOPOSVRVE 2p 0 10 10 AO BO 1/2020 ARE�Y (REMOVED RETAINING WPLL,REDUCED LIMITS OF DRIVEWAY,REVISED LOCATION OF DRIVEW'AYIURNAROUND UPDATED REOUIRED VOLUME OF RAIN GARDEN S I IN FELTI 1/B/19 NO CHANGES THIS BHE 4/18 DATE ISSUED/RE ISIONS NA�t�o sJw G SITE PLAN C7 RESIDENTIAL DEVELOPMENT GARDNER-LEWIS �� • ;9. 11 OLD WEST MOUNTAIN ROAD {� OUEENSBURY,NEW YORK JARR=Engineers, PLLC H.R10MA5 JARRETT CYNH&ENviFOFUNrnt01 Engi"Se"g 575W 12 FAST WASHINGTON STREET GLENS FALLS,N.Y. mcxl o2J2I PHONE:(518)792-2907 o SEPTEMBER 2018 PRO 11-25 SHEET:G OF ROTT:O/fEM5E0.YNRI HH bPM Wastewater Design Information Design Basta TovnNdlage/City,of Cveensbury County I State: NVS Dept of Health —�--� I Water Suodv — � Municipal Water Supply from the Town of Gueensbury Wastewater F1 am DRUM V+aMm 76MibWIC—�--� 3 bedloomsz 110 gpd/hedmom(post 1994 water saver fixtures required) ,.,``' •' %' ;IItA7iYRIR1 -- —_7 330 gpd design flow tllax 4 EOISMamI 3e1 s Primary Treatment en 1 tn71FIL Septic Tank: 1000 gal tank requited for 3 bedroom residence OR PmMded: 1D00 gal pecast concrate tar k Wih NSF appmeed msldenlial etsuent inter(Pdytok PL-122 or equM) MISVIFAE ] Secondary Treatmen To VFxr t S VII �\/ EiD AISh ,'I 1' ,/ 1, — — /' R Leaching Device:Mound r'(� 0 , Exlstlng Sol]Pe¢datlon Rate: >60 MMnch stabilized rate twillaLL ,` i"i• ' / !' r.. /1 i' 1 / & // RII Soil Percolation Rate: 5-10 MMnch stabilized rate YIOBirL Leech Field Sizing: Required: 330 gpd ` 0.7 gpd/sf a 471 Square Feel Prodded: (Bed Dimensions) 12 fL(width: z 39.29 A.(min.length) Gp EM 61PS) i i 1 I '' I •�'� /' Basal Area P L R Required: 330 ` 0.2 gpd/st = 1650 sfmin Prodded: 1675 sf REY EIM 0- EHuent DosinclDistdbution Pressure dosing and distribution via pump system / I ; Dose Volume: min 114"eNuent time over entire leaching area dial(i I�G AFF.1 11: I ' 471 of x 0.021 8 depth 0.8 of 73.5 gal 0.36 A In 1000 gal tank _ _ Islwalr tlenalvl terms 1 I 4.4 inches ofdepth in 1000 gal tank / 1 SIR OAK M SLOPE .. I low Guam swill:uw 'h=/lP 9 ra �6E I 1E1/SSE PTIC TAM PIED �"� -i alEl ldW171 -. 'FVAE 16R1 ISSUED FOR CONSTRUCTION CEO NOTETOSEEDFWG'C1'FOR UPDATED TOPOCAAPHIC INFORMATIO FREFAR �E TOWN OF GMTM= rIEVISED LOCATION OF SEPTIC TANK.PUMP STATION S FORCE MAN,REVERSED DISTRIBUTO PDX 89 STRI8UTI0NLI9 S NO LHPNGES THIS BHE `I 1- 1@akj / 11/IE/IB A iFORMBE ! Nr DATE REV i ISSUED/REVISIONS - i CM RAVES M BE/1E.97i14D - I ! / •N.�,•o'„W:v:,m .m".,�,e'.w"�_wmro".a"'."ea_� _�mr�a WWASTEWATER PLAN w VVVV1 RESIDENTIAL DEVELOPMENT GARDNER-LEWIS •, .,� — /' I eu 11 OLDWEST MOUNTAIN ROAD / '! OUEENSBURY,NEWYORK JARR=Engineers,PLLC H.IHOMIS JARREIT LYWI&Environmental Engineering GRAPHIC SCALE P.E IS)509 12 EASTWASHINGTON STREET GLENS FALLS,N.Y. 3 WASTE WATER PLAN Is o 5 la 20 40 PHONE:(519)]92-?Bo] ScAut:SEC f2rAPreC SCALE u: SEPTEMBER NIB PRO 0 1"1?5 SHEET:J OF e (WFEETI ® 9rtEi:a.s� RD/13.wYD5rzerzln�NA CONSTRUCTION MILESTONE(CONTACT ENGINEER TO SCHEDULE) •PRIOR TO BACIOILLING OF LEACHING CHAMBERS,ENGINEER TO OBSERVE ExPO5E0 CMAMBETS. .PRIOR TO COVERING 0-80k ENGINEER TO VERIFY INSMLIATION OF SPEED LEVELERS AND EOUA DISTRIBUTION. OPERATION, MAINTENANCE,AND ANNUAL INSPECTION RECOMMENDATION5 PREVENTION: ,,USE WATER EFFICIENTLY,EXCESS WATER USE CAN OVEIROAD A SYSTEM. 2.NONROR BUILDING DXTURES AND PLUMBING FOR LEAKS. ].DGNT DISP05E OF HAZARDOUS WASTE OR HOUSEHOLD CHEMICALS IN SINKS OR TOILETS Q.E.: PANT,PALM THINNER,PETROLEUM PRODUCTS,PESTICIDES,ANTIFREEZE,ETC.) I.DONT FLUSH GENT&F.M.FENWNE HYGIENE PRODUCTS,CONDOMS,DAPERS,COTTON SWABS, UNUSED MEDICATIONS,DGARETTE BUTTS,COFFEE GROUNDS,CAT UTTER,PAPER TOWELS,AND OTHER KITCHEN ANO BATHRCOY ITEMS THAT CAN CLOG AND POTERAALLY DAMAGE SEPTIC 7D SYSTEMS COMPONENTS. 100 NOT DRNE OR PAIN VEHICLES ON A LEACHING SYSTEM. rAM CA WF�� RAIN GARDEN PLANTING SPECIFICATIONS &ONLY PLANT NON-WOODY VEGGADON OVER/NEAR YOUR LEACHING SYSTEM TO AVOID DAMAGE GRASSES�MA FOR Nr FROM ROOTS. VEGETATIVE GROWTH SHOULD NOT BE ALLOWED TO BECOME OVERGROWN. GARDEN PIAIRDB 1. AL PUNTS SHALL BE HAM OR NATURUI TO NORTHERN NEW YOTDK STATE,AND SEPTIC TANKS: NON-DAASNE.AL PLANTS SHALL CONFORM TG'AAERCAN STANDARD NURSER! I.ANNUALLY IN KS INSPECT TAN FOR DETERIORATION,SURFACE WATER INFLOW AND INFILTRATOR L STOCX'STANDARDS AND SHA BE TROY CERTIFIED NURSERIES. (CORRECT PROBLEMS U NOTED). 2.WETLARD/RAN GARDEN SHALL.BE CONSTRUCTED ATOP EXISTING GRADE IF POS90LE.EXbTNG 2.ANNUAL UNSPECTKXI OF TANKS TO DETERMINE SCUM ND SLUDGE ACCUMULATION. SEPTIC TANXS am 91E NON APPROVED RAMS/GROUND COVERS SHAL BE REMOVED. MUST BE PUMPED 0.R WHENEVER THE BOTTOM OF THE SCUM LAYER IS WITHIN THREE INCHES OF FILM THE BORON OF THE DILI BAFFLE OR W ITTARY WE OR THE TOP OF THE allDM IS WTMN ].ALL PLANTS SMALL BE PLANTED AND MAINTAINED PER NURSERF SUPPLIERS RECOMMENDATIONS TEN INCHES OF THE BOTTOM OF THE OUTLET BAFFLE OR SANITARY TEE. (MONITOR TANKS FOR cw 1 + .IPa k A.PLANTS SHALL BE SPACED RANDOMLY BUT SHALL AVERAGE 0 GC SPACING(MAX). FUTURE SCHEDULING OF INSPECTIONS AND PUMP OLT). MINIO.ANNUALLY MSPECR FLIER EFFLUENT FILTERS FILTER SHOULD BE CLEANED EVERY TIME THE 5. PLANTING SHALL OCCUR DURING MAY-DUNE OR SERCYSER-OCTOBER AND SHA.BE TANK IS INSPECTED. ��y• NURSERY S FOR MINIMUM ST 1 YEAR. PLANTS SHALL BE WATERED AS RECOMMENDED BY ..LOCATE OUTLET USING PRESSURE TREATED MARKERS OR PROVIDE AN AT GRADE ACCESS NURSERY SUPPLIER UNTIL CSTABL15HE0. COVER). P-Tr MIIEIm A MkkAA(/O RE9I S. MULCH CNTHW NGLAND/RAN OMDEN W HI SHREDDED HARDWOOD FREE OF DYE AND O.REMOVE TANK COVER AND PUMP TANX IF NECESSMY POI OfNNO IL4L PfQ 10 mYQ•LIMO CMEARI MULCH TO BE APPLIED AT A U.M.LAYER OF 2'-S OEPM. 7FEW IA Gd e.CO NOT USE HOUSE PLUAUBNG WHEN CLEANING FILTER �f T690L in MI INPD,Itg WEB'!AI T.RECOMMENDED RAN GARDEN PLANTINGS: YOTURE OF HERBACEOUS PLANTS ND SHRUBS TAKEN M.PULL fKTER OUT OF HOUSING ORGANIC DANIC(11 WOQ OY THE FOLLOWINGPUNT LIST:LIST: SEDGES,REOTOP,BLUE FLAG MS.WNTERBERRY, ROOTS WOW BFIM MO BUTTONBVSH SILKY DWAII RED STEM GOGADCO,ELDERSERA/.ME PYE WEED,COMMON e.HOSE OFF FILTER OVER THE SEPTIC TANK SO THAT ALL SOMS FALL BACK IMG SEPTIC TANK Nftq.WINE) SPICE BUSH ARRONOOD VIBURNUM,BAYBERRY,YELLOW LOOSESTRIFE MDT PURPLE).SKUNK I.INSERT FILTER BALK GIRO HOUSING PROPERLY ALIGNED AND COMPLETELY INSERTED. CABBAGE,NEW YORX ASTER,BLUE VERVAN,OR APPROVED OTHERS. PUMP STATION: ' W.FILAR:AREA,'MIXTURE OF HERBAFEOLIS AD/OR WDOOY SHRUBS/TREES FROM THE FOLLOWNG ,.ANNUALLY INSPECT TANKS FOR DETERIORATION,SURFACE WATER INfLGW AND INFILTRATION RAIN GARDEN UST:RED CHOKE BERRY,RED MAPLE,ELDERBERRY,EASTERN HEMLOCK BLACK ASH.EASTERN (CORRECT IF PROBLEMS NOTED). RED CEDAR,SRXT DO NICKID,RED STEM DOGIICOD.OR OTHERS AS APPROVED. SWD 1 SCAC N.T.I. ZINNSPECT CARBON FILTER IN VENT,IF PRESENT.FOR REPLACEMENT(REPLACE AT DOEMA9 TO PREVENT COORS). D.CNECK RUMP OPERATION. (00 THEY BOTH OPERATE AND ALTERNATE BETWEEN CYOLEo. R..SPECT FLOATS FOR DEBRIS AND CORD TANGLES. VERU THAT FLOATS ARE 59 TO APPROPRIATE ELEVATIONS TO ASSURE PROPER DOSING OF THE LEACHING SYSMIA. 9.NSPECT ORAN BACK TO ENSURE THAT THEY ARE CLEAR AND FLOATING FREELY. B.VERFY ALARIS. Z.MAINTAN PRIMP MANUAL%WARRAREES AND SYSTEM OPERATION GUIDELINES N A PROTECTIVE COVERNG NEAR THE PUMP AND ALARM PANELS. DISTRIBUTION BOX: I.ANNUALY INSPECT 0-BOX FOR DETERIORATION,SURFACE WATER INFLOW AND UIMTRXNON. 2.RENOVE COVER AT TIME OF EFFLUENT FILTER SERNICE/CIFAHINC AND MONITOR SPEED LEVELERS FOR CONSISTENCY. (ADRIST AS REGOREO TO PROVIDE EVEN ROWS TO ALL LATERALS). O.NSPECT D-BOX FOR SULDS CARRY OVER TO LEACHING SYSTEM. LEACHING SYSTEM: RE-VEZINE DISTUPISED AREA INSPECT AROUND SYSTEM FOR EFFLUENT BREAK-OUTS OR EVIDENCE OF WATER FLOWING AT WITH Low !MIME CRQfO CTmOE GRADE. (IF WATER IS NOTED,HAVER TESTED FOR BACTERIA cotam). MUG,AS IEOp® 2.NSPECT SYSTEM SLOPES FOR NU.GROWTH OF VEGETATION;REPAR EROSION AS REGUMEO 6(a IEQUIRD) ].PREVENT DEEP ROOTED VEETATKIN GROWTH ON SYSTEM. /.INSPECT AND MAINTAIN UPRANO RUNOFF DIVIMSON SWALES AROUND SYSTEM. ° ISSUED FOR CONSTRUCTION 9roRM W ATRA CH.-DN DGALRLMDYB) 52421 3 PREPARED H—HU PLAN gEMOVED STORMWaTEp TRENCH COLLECTOR DETAL 12020 2 NO fTANGESTHIS SHEE 3VEGETATED DIVERSION SWALE 1�N19 NO aANGES THIS SHEE SWD'I �E'n.T.i nnana DATE REVA ISSUEDYREVISIONS �EGF NBwH STORMWATER DETAILS SWD7 *P Sd4p�T- RESIDENTIAL DEVELOPMENT GARDNER-LEWIS 11 OLD WEST MOUNTAIN ROAD OUEENSBURY,NEW YORK 5111fl �� �AYYT.*�KSY4'a. JARF=Engineers, PLLC H.THOMAS JARRETT Mil&Environmental Engineering P.E.A 575M 12 EASTWASHNGTON STREET GLENS FALIS,N.Y. PHONE(518)792-2907 o SEPTEMBER2018 PRO W 1BA25 SHEET:60F8 EO/1F.L1sEDYnrzt tlMNA GENERAL WASTEWATER NOTES Lru'"In�FN msT�..I•noN' C-1 CONSTIIUCTION OF NEW PUP RIG,TANKS,AND LEACINC SYSTEM($).ETD SHALL BE IN LI.LEACHtNC SYSTEM SMALL BE MSTALLEG IN ACCORDANCE WITH ASTM 1`481.WISDOM.NY3DEC.AMID CONfOpMANCE KIM MPUC48LE NYSDEC.NYS DEPT.OF HEALTH,AND LOCH-COUNTY/TOWN OTHER APPLICABLE STANDARDS UNLESS OTHERWISE DIRECTED HEREON. LY(amSTANDARDS,AS WELL CONVICTS AS LETNLS/SPECS ON THESE DOCUMENTS. SMALL BE BROUGHT U.REMOVE VEGETATION.0 TOPSOIL WITHIN FOOTPRINT OF LEAOBNG SYSTEM AMID STOCK PILE !)UIFACE fAGI STEP. r YR TO ENGNEEPS ATTENTION PRIOR TO CONSTRUCTION. TOPSOIL FOR RE-USE. CONTRACTOR TO DUMSE LEACHING SYSTEM FOCI ITT NI FOR EXMIMPON 01G®L SEMI B11 THRUM P-r LOAMY __921 C-2 INSTALLATION Or WATER SAVER MURES THROUGH"RESIDENCE REWIRED(POST 1984).NO BY ENGINEER Go'-'----' TQPSOL Sm TO CRAM MG --- L3.LEACHING SSTCOL(S)SHAJ1 BE NSLALLED TO(RELATIVE)ELEVATIONS SHOWN.AND ELEVATIONS of MLLW ALL P OKXMEH GARBAGE CRmDBRS,OR SPAS/HoT TUBS ARE TO RE CONNECTED TO THE WASTEWATER EMSTMC GRACE AID STE FEATURES SHALL BE DOCUINEMEO PRIOR TO START OF CONSRUCTION. DSPOSA.SYSTEM. 810______. I- _� •PIIIID N@i0 B20 LA.ILL MAIERNL,F REQUIRED FOR LEACHING 51STEY(S),SHRILL BE CENT GRMIJLM SDIL(SAND - - mam TANKS/STRUCTURES W LOWT SANG)OEVOo OF LARGE STONES.Cl-.ORGANIC DUFF,h NON-SOIL COMPONENTS rN W.L1Y ----^ BtB T-11MEZ T SRNCIURES SMALL BE AS SUPPLED BY TOM MILLER CO..HNC OR EQUIVALENT. (OEPoDS.ETC.). PERCOLATION MTE(S)OF FILL SHALL BE AS SPECIFIED W PLANS AND/OR IN • FLRENGE TO HEAVY DUTY REFER TO TORT MILLER CO.DESIGNS POST H-20 TRAM LOADING DEPTHS.PERCOLATOR RAlE(S)TO BE VERIFIED BY A D LA IED INDEPENDENT PARTY(I.E.SO. OR.— •T LEG S Li.ICE / BJB MOPE TANKS SOUL BE OU SUPETER BY TRALO,LERWGo,D IG OTHER APPROVED EWNAEM. SC;DTST OR PROFESSIONAL 5OLS ENGINEER)M BDMI PIT PRIOR TO E%CAVATION;SUGAR BIB---- GARDE (1TpJ -"— WRITTEN RESULTS TO DINNER AND ENGINEER AT LEAST FIVE BUSINESS OAYS PRIOR TO HAULING Lw TIPGMOt9 T-2)TAHMS/STRUCTURES MSTA JEO IN TRAFFIC AREAS SHALL BE HEAVY OUTY CONSTRUCTION L3• FI SHALL BE OWED AND THORGML ILV COMPACTED A SX-INCH LIFTS THE FILL SWILL BE I11------ DEEM PFI�IOI IIMF•5-1 A17N,/Il 3rJDEM FILL. �� ---""-I14 (DESIGNED FM(N-10)WHEEL LOAONC). CARDED TO THE LIMITS AND DEPTHS DEPICTED ON THE PLANS AND DRIBS. WOOF PG1�JaOI PAID 5-7 MR/Yl T-3)TNE LOCATIONS OF ALL BURIED STRUCTURES SHALL BE DOCUMENTED BY INSTALLATION OF L8,PERCOLA�ON I=SMALL ALSO M PERFORMED(IN KCORO/ACE WITH NYS'DDII STAHDWOS)RH IN2------ --'--It2 PERMANENT MACft(S)OVER BURIED COVCR(5).AND MEASUREMENT'YETYEASYENT'YET10 PERMANENT RACE UACIONC SYSTEM FOLLOWING COMPACTION. KNOOLAMOI TESPM TO VERIFY FILL FEATURES,AND SHOWN ON(RECORD)ORAWINGS(SEE GENERAL.NOTES). SUMMLITY SHALL BE PERFORMED AT THE FREQUENCY SPEOFICO ON THE PLAN AND/OR SECTION. FALLING TESTS SMALL REQUIRE ADDITIONAL TESTS EVERY ICOO SF AROUND EACH FACED TEST B10----- AA ------610 T-4)A TIMM SET BELOW SEASONALLY HKOI CROUNOWATER ELEVATIONS SHALL BE ANCHORED UNTIL THE UNITS OF FAILING SOIL ARE IDENTIFIED. FAILING SOL SHALL BE REMOVED AND WASTEWATER LEACHING SYSTEM SECTION UL AGAINST POSSIBLE ROADON USING HEAVY DUTY TANKS WITH B•EMIENOEO HNTERDL BASES,OR REPLACED WIN COMPl1AR SCIL. SCALE:N-M BY AN ALTERNATIVE METRO APPROVED BY ENGINEER. L7.IN NO CASE SOUL WHEELED EQUIPMENT. EXCEPT PLOWS WHERE REOUmED. BE ALLOWED T-5)TAMO/STRUCTURES SMALL BE SEAMLESS CONSTRUCTION OR SHALL HAVE MTER IGHT JOINTS WECILY ON THE SOL KHAN DE LEACHING AREA FOOIPPoNI.(NO RUBBER TIRED EQUIPMENT (MAR CI227).WALL PENETRATIONS SMALL BE XOR-N-SEAL OR OTHERWISE WATER TIGHT AS SHOULD EVER BE ALLOWED WTMOD THE WASTEWATER ABSORPOON AREA). TRACMED EOIPMENT APPROVED BY ENGINEER TNH16 TO BE TESTED WATER TIGHT BY METHOD APPRDVEO BY BALL BE USED FOR UWAL ATON,AND WHERE FILL MATERIAL S REGAINED, IT SHALL BE ENGHMER(ENGINEER TO WITNESS). DIMMED AT THE EDGE OF THE LEACHING AREA AMID PUSHED M PUCE AMFAD OF THE EOHRPMENI; T-S)COMMCIOR TO INSTAL TANKS/STRUCTURES TO(RELATIVE)ELEVATIONS SHOWN;DOCUMENT TPAOQDD EQLA NEW SHALL BEM OWECTLY ON 1T MINIMUM OF FILL MATERIAL AND NOT ON NATIVE SCAL ELEVATIONS OF EASTINC FEAT TIES MDR TO START OF CANSIRUCTION. W.WST,ALL LEACHING SYSTEM COMPONENTS.MOLLAING CHAMBER UNITS WHERE APPLICABLE.PER WATEMIGM JOINTS M) WATERIIGM MANHOLE FRANE R COVER; T-7)SEPYC TANKS BULL HAVE AN NST APPROVED OJILET EFFLUENT FILTER DESIGNED FOR THE MANUFACTURERS RECOMYEMOMONS UNLESS OTHERWISE DIRECTED HEREON. VERFY THAT SYSTEM FINISHED GRADE SWU[uSE CASTINGS/1502 OR EQ-AUENT; POW RATE/TYPE N THE SYSTEM. FOR SEPTIC TAMMS PLUMBED IN SERIES THE EFFLUENT FILTER IS AT CORRECT ELEVATON(S)USING A LEVEL,TRANSIT.OR LASER CRARE TO DRAIN AWAY FROM COVER SHALL BE LOCATED ON THE GIMLET OF THE OOWNSTHFAIM TANK ONLY.FRWE AHD COVERT TO RE PERMANENT MARKER L9.SEQUENCE OF CONSYMCDON TO SE AS FOLOWS: OVER CO/Ep PRECAST CONCRETE RROADE0 OVER FILTER FOR MANTENANCE ACCESS,ANO PERMANENT MNMERS SHALL BE -•(2'-0•(� RISER AS REO.O PROVIDED OVER AJL OTHER TAM(OPEM CS UNLESS OTHERWISE DnCIED BY OWNER •FIND FlLL SOURCE AND VEMN SUITABURT WITH PERC TESTS AT SOURCE, 11•(MIN.) •�TIMESRE. AMID C STUMPS WITHIN THE LEACHING SYSTEM FOOTPRINT SCULL BE CUT TO GRADE SEAL PPE:INSTALL EFFLUENT PPE;INSTALL PIPING AS SHOWN ON'SYSTEM RAN' T- --- AS SHOWN ON PLAN P-1)ALL GRAVITY SEWER PPE k FIN SHALL BE SHA BE PVC MR 28 OR 35(SEE PLANS).ASTAI 0]0]4: .REMOVE AID STOCIMPILE TOPSOIL FOR PLACEYEM FINISHED ON THE FSHED SYSTEM. INLET 3• _-- �� OR MME SW 1 ;IN 7.MIN DM50SGLLAION SHALL BE IN ACCORCLNCE WITH ASIY D2321• .EXCAVATE TO UESIGMEO SUBGRADE(IF NECESSARY);EMAMINE SUBCRME FOR PCOR(SLOWLY UNIT-BELL•HANOBODK OF fNC PPE,DESIGN,ANO INSTAJATION',IRO MANUFACTURERS PERMEABLE)SOTS.BEDROCK OELETEROUS MATERIALS.SMEARING.ETC.REMOVE OELEIEPoOS 15• 1B' NO-SHRMN GROUP RECOMMENDATIONS. MATERIAL.INCLUDING SLOWLY PEF09MLE SOBS,YIITAH SYSTEM FOOTPRINT.AS DIRECTED Err 4•SANITARY TEE LAN. P-2)O WTV SEWER PPE JONMS TO BE BELL 8 SPOT PUSH ON TPE.ASIM 01312,RESGNEO ENGINEER HAY COMPACTED �- NSF APPROVED EFFLUENT TOTER FOR USE WITH PROJECT PIPNC •SCNITY SUBCRAGE;CIECW FOR AMID REMOVE SMEARNC AS REWRM PRIOR TO PLACEMENT THOROUGHLY COYPACRED� , EOII1'ATLENf)-122•,OR P-3)CUVIIY SEWER SHALL BE INSTALLED AT STAAIM h CONTINUOUS CMOE BE1W'EEN STRUCTURES OF CREAMED GPPACT S FILL. (1I.HO LOW OR NIGH POPS)•UNLESS OTHERWISE DIRECTED HEREON OR BY ENGINEER.GRAVITY •PACE ADO COMPACT SYSTEM FILL OIYEOAIELY NTEfl SUBGRAOE HAS BEEN PREPARED AND TOM A.R PRECAST SEWER SHALL BE LAID AT THE FOLLOWING MINIMUM GIRAOM RAW SEWAGE:4'0 2W,Y O IS: APPROVED.TO REQUHREO ELEVATION. SEPTIC TANK OR EQUIVALENT SETTLED SEWAGE(EFFLUENT):4•AND IF O 03011. ALL SEWER SMALL BE LEMACE TEST])BY •PERFORM PERCOLATION TESTS M THE PLACED TILL MATERW.TO CCN IPM DESIGN RATE. S.(MIN.) A NYSOEC APPROVED METHOD. WSLALL LFACONG SYSMEY(S) TO GRADES AND IN CONFIGMMTON SHOWN ON PLANS/ 11'(MIN.) METHOD.P-4)FORCE MAN SMALL BE HOPE,ASTY 02239 OR M4,IOU M YIN PRESSURE HATING;OR,PVC, SECTIONS PROVIDE EGENDEO BASE FOR ASTN 02241,ADD PS Yw PRESSURE RATING;FORCE MAN TO BE INSTALUTED PER ASRM M774 ,CROWN THE FILL TO DRAM.AND INSTALL THE RESERVED MOVE TOP50R.AND/OR A CLAYEY ANTI-FLOTATION PURPOSES MD PPE NUFACTURER'S RECOMMENDATIONS. FORCE MAN FITTINGS SHALL BE RESTRANEO OR LOW OR SILTY LOAN TOPSOIL.CAP AS DEPICTED ON THE PLANS (TO AL-OMYOEN OR EOUNVLW THRUST BLOOMED TO PREVENT MOVEMENT. FORCE MAN TO BE PRESSURE TESTED BY A NVSDEC TRANSFER BUT LITTLE NFILTRATIGN OF PRECIPITATION). APPROVED METHOD. CRUSHED STONE FOUNMYM MOSNPBEO HATINE SOIL P-5)HDK PPE AND FININGS ME TO BE JOINED BY THE BUR(MEAT)FUSION PROCESS,AND •SEEO/PLANT•AND THEN MULCH.ENURE SYSTEM;MAINTAIN UNTIL GROWTH S ESTABLISHED. MMNC EQUIPMENT SHOULD BE M APPROVED BY THE MMUFACIMER. PROPERLY EXECUTED ELECTRO-FUSMN FTTINS MAY BE USED. EARLSON WELDING OR HOT GAS WELDING OF HOPE PIANO SHOULD NOT RE USED FOR APPLIEATIONS WHERE SHEAR OR STRUCTURAL STRENGTH IS IMPORTANT. MECHANICAL.JONT ADAPTER,FLANGES,UMONS,MOVED COUPLERS.TRANSITIONS SEPTIC TANK DETAIL MINGS.AND SOME MECHANCUL COUPLINGS MAY BE USED TO MECHAMCALY CONNECT HOPE p, BCAE NITS PPE. REFER TO AIWUFACIURES RECOMMENDATIONS. P-B)SCH 40 PVC PPE MD FITTINGS ARE TO BE JOKED BY A SOLVENT WILD PROCESS.OR OTHER APPROVED YETH00,M ACCORDANCE WITH PPE MANUFACTURER'S RECOYMENDMOS. MONNIEAL JOINT ADAPTER,GLANCES.UNIONS,CROONED COUPLERS.TIW6IIION FITTINGS.MO SOME MECNN,G COPUNGS MAY BE USED TO MECHANICALLY CONNECT SON 40 PVC PIPE,IN ACCORLLWCE WITH MANUFACTURERS RECOYMENOATHONS. ON A YOLIG 70 SHAD W,OFIR lN89 UNDER SOL BACI 1 LESS —)THERMOPLASTIC PIANO MAY BE ROUIEO MOUND OBSTRUCMIONS BY BENDING PPE IAWTW iFEIaY NOG7 MO 0®p AND LARGER(�pRCTID SMOOTH WRVS.AS RECOMMENDED BY THE MANUFACTURER. 70�MORMB PROMIN G U5OE •QUICIf 4 EOVALIZER]e• 10EK1'a MULCH TO "M F MED AREAS TREATED LUMBER MNMER HURT-PORT 70.R Stm• B10NOI PANED AFFN UDR.AT4 MODIFIED L710a07 ABOVE AL BURIED COVERS: ENO CAR HNFILTRATON CAMBFAS SET LEVEL W/CRME 4•PVC ECUALIZATON PIPE 4'PYC OSIPoBUTOP �NUMB FOR 5]•OLTIIIL MVM TRIPE w OEM /� OEPIM 10.3 •�� PpOWDE AMUSTABLE LEVELING ��\ DEAN SAG(JOB DEVICE ON EACH OUTLET 12•i /r\\ FROM ObTWBUIION BOY (!I WMI Fat SII0 PASN J�.YO01fY INLET�D O OIIfIEf�'a L/Y/ `Y\ �G W HPOR,I' 10 pA�N ThTq 4•PVC GRAVITY SEWER I�--22•�I N EN EN0 GP TOM MILLER BOX 0 O.55 YN.SLOPE OR EQWAUENT GRAVITY SEWER TRENCH NOTES: 12'MN,of CLEAN SAND 4 -QUICK 4 EQUALIZER 36"DETAIL 1)SOIL PPE(BOLDING TO SEPTIC TANK)�9.1 COVER YIN OR PEA GRAVEL FOUNDATION yVD' SQLLE:N-T.S 2)EFFLUENT PRE IN NON-TRAFFIC AREAS: 3 DISTRIBUTION BOX -1'YIN COVER O 25'RUN cr•u r;N.T.S -I'-I•MIN COVER A 25'-40' WD1 S�oF NElyyo WASTEWATER DETAILS yyp� -2'YIN COVER O 40'Y NC 1S LIq-q 3)IN TRAFFIC AREAS PROVIDE 3'OF COVER.F 3'CANNOT BE ACHIEVED ISSUED FOR CONSTRUCTION * `Y`!- RESIDENTIAL DEVELOPMENT THEM PROVIDE A PROTECTAE CMMG GARDNER-NEWTS 4Z N TRAFFIC AREAS IF 4'OF GONER CANNOT BE ACHIEVED THEN PROVIDE , DU EST MONVVYTAdN ROAD 2 READ i0W INSULATION O FASTEN SECURELY TO PIPE. 524Y21 aHECOHO OUEENSBURY,NLW VORK NO CHANGES THIS WPM OULIENSHU., 3' 2 13 JARRETT Engineers,PLLE WASTEWATER TRENCH 12020 NO CHANGES THIS SHEET) CYNI&hTvilo mt,I ErgimeFing I/BIIB H THOMASJARRETT Wp, SG4E:CUTS NO CHANGES THIS GHEEN PE W575M 12 EASTWASHINGTON STREET GLENS FALLS.N Y. I1/14/18 —UHT.— PHONE:(518)792-2907 DATE REV Y I ISSUED/REVISIONS SEPTEMBER 2018 PRO W ll-0 SHEET.5OF 8 N,ff91E£i ze•m FD/IENY-➢YNrzt II:JIOAI PUMP STATION SPECIFICATIONS ELECTRICAL*PEdfIGTONS ICDMNEMI 111=m (10)BOND CASE GROUND 70 PIMP HOUSING AND IF APPLICABLE,THE GUNE RVLS. r— —� 1TZ. (1) INSTALL PUMP*PER YANNFACTLIREP9 PCCOYYENDATCS. (II)AAU.WON PPLICAB MUM C HYMN TO THE ATE COMESTEST EORON OR MC NATIONAL ELECTRIC CODE AND INY yl. �10 (2) CNGINEDL TO WITNESS OPERATAN OF'PUMP STATION UPON COMPLETON.INSTALL PUMPS UNDER COVER TO FACILITATE (12)CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AT THEW EWME. EASY REMOVAL AND INSTALL JU.am BOY (]) SUBMERSIBLE EFFLUENT PUMP,10.115V OR 2]OV TO MATCH POWER WYNN REACH OF COVER FOR MAINTENANCE SUPPLY. (1])PROVIDE NYS BOARD OF FIRE UNDERWRITERS INSPECTION CERTIFICATE AT COMPLETION OF PURPOSES. WORM,COOROINAIE LO (SOURCE 7—CR) (A) 3/4'SOLIDS HANDLING. 1MM (5) elm IDffI.�' ©1Rv1a(f0 T4Jilm� (14)PERFORM ALL TESTS TO VTRYY THAT THE EMWE INSTALUTON 5 FUNCTIONING AS REQUIRED. JUNCTION BOX (5) TEST PUMPS FOLLOWING INSTALLATION:MEASURE DSCARM RATE DURING TEST AND PRANG 5STETA EFRUENT RAPS)-2 ADJUST THRORUNG TO ACIYEVE XX TO)CC GPM DISCHARGE RATE. MAN VALVE OPMATOR(S)AT MS POSITION. (U) SCHEDULE e0 PVC.PuMP STATION ' // (2) MVUL INLET MGM SEPTIC TANX \ 1 I 1 TO LCACHING SYSTEM ft1MROI.n ALARM PANSUSI SHUTCHICOFF LING-8K VALVE-PVC ` I// (1) INSTALL CONTROLS PER MANUFACTURERS RECOMMENDATIONS (2) ENGINEER TO WITNESS OPERATION CONTROL PANEL UPON COMPLETION. RFRUL:JRfc OTHERWISE NOTED. 1-2'TEE W/DRAIN BACK VALVE (]) UHPLO CONTROLLER WIN ALTERNATOR AND ALARM;YODEL 122 BY SIC RHOMBUS.OR (1) SMALL BE PRE-CAST CONCRETE STRUCTURES BY FORT LtlLLER CO,IMC.O HEAVY DUTY CONSTRUCTION SUITABLE MR H-20 TRAFnC LEADING. AR APPROVED EOHNAUEM. ECMALEM;IT A LABUE INCLUDE PUMP gA1 FAILURE NARY;ENCLOSURE TYPE '.... ••...... '• OICTATEO BY LOFATKM. (WALL PENETRATIONS POTS RIPE AND CONDUIT 9ALL BE SLEEVED;SEAL SLEEVE TO WALL WITH (K) PROVIDE SEPARATE POWER CIRCUITS,WITH BREAKERS,FOR PUMPS AND ALARM. NON-SRDNX GROUT(OR OTHER APPROVED METHOD.I.E.XOR-N-SEAL BOOT).SEAL PIPE TO SLEEVE WTM WATERTIGHT EVSMMERD MATERIAL). (5) HG SWITCH.WITH RUN LIGHT ON PANEL DOOR,FOR EACH PUMP. (2) THERYORASTIC SIRUCfuRES SHALL BE DESIGNED FOR THE USE PROPOSEO.AS DEMONSTRATED BY PI AN VIEW THE MANUFACTURER AND AS MPROVEO BY THE ENGINEER (eI VISIIM.AND AWIO MAIM. (7) ALARM RESET AND TEST BUTTONS ON DOOR. (0) LOCATE AS WRECIED BY OWNER (9) FLOAT LEVEL SWITCHES FOR PUMP AND ALARM CONTROL REWWED. CTTGL SP LFIGIIONR NEW r(ARM-)DIAMETER VENT RIND M RPING 10 BE ROUTED UP YIERIOR Of RESIDENCE TO MATCH CONTROL POWER APPEARENCE CIF LEADER OR PIP MN E. r 119 vAtCIF ROOF KM PIPE TO BE TERMLNATEO 30'MN WATER TIGHT FRAMES ABOVE ROOF LINE);PROWCE APPROVED (1)(2)(3) R AND IRON (�,,. CARBON FILTER INSERT (4) (5J(B) NEW IEUY SYRACCAS CASTINGS AWE.HI-LEVEL ALM4J /1502 OR EQUIVALENTASTING, 2'POSER WITH CAP FOR LIFT OUT (IN CONTROL PANEL) OR APPRMAMF MINA WEN OB EOVNALEM(LOOM WITH OWNER) R O) RN SYSTEM.TYR. L1 CURE TOO GRAIN GRACE:AWr TROY R M MATCH COVERS T HEAVY MATT PoITEMRENE LIFT OUTSEPTIC EfttuEM RINP L2 NA ER PUMP IB'(IMAM.) CORD E(4 REO0) O ATTACHED TO WN�ENLESS TANK STATION(B)(B) (2]O VAC.1PX) PRECAST RISER* ]A� (I) PROVIDE SURGE ARRESTER IN POWER SUPPLY PANELSOARD.SURGE AFRCSICR SHALL BE (HBGHf AS NEED) A SARE D GT9M JSDSA1175 OR ECMALNT C AND RATED FOR 240/120 VAC,"ME JAMS(1YP.) NENA TYPE a -1-HANDLE VALVE OPERATOR JUST UNDER OPENMC, PHASE MU SEWCE. e'HEAVY DUTY JUNCTION BOY REMOVABLE FOR USE WITH]'VALVES.FANG NEAR HATCI (2) IF PANELB01RU 5 NOT GROUNDED.PROWOE A/K AWG COPPER GROUNO CONDUROR TANK COVER FROM THE PANELBO TO A 5/B'X 'COPPER CAD STEEL GROUND ROD AND POlEss ADAPTER OR EOUIVAIENT MD e BONDED TO THE WRIER ONCE PIRNGL TO MATCH PUMP INLLT FROM SEPTIC TANK— 2'TEE(2) 7'BALL VALVE(7) (]) RECURS(CONTROLEY NTS)SVER)PEAKER(PUMP POWER)HOUSE PANCLEGARD.AND I-I(PO R 15 AGE AMP CIRCUITREAKER 2ND ALARM R WATER SUPPLY SHUT Off K• TO LFACONG SYSTEM- PROVIDE A LO M OADC (SOUKS IVAL 00 OR ECUCNT)ADJACENT TOIF NO SRNM IS AV-INP�LBDMD, AAOI R TAG PUMA ON FORCE MAN' PANCLBON LL A.THE LOADMATER SIU BE RATED TOR 240/120 VAC,SHALL HAVE A NINA K• 2 FROVOE REDUCING TEE WITH I'SAL I EVCUCM E AND SHALL CONTAIN THE TWO CIRCUIT BREMMES DESCRIBED ABOVE. LEAD PUMP ON POWER CORD L PROVIDE A TM CONSISTING OF(2♦ONO)CONDUCTORS TROY MC PMELOCARD TO THE A.A. VALVE W BRANCH;THROTTLE BALL VALVE LUGS ON THE LOApCEMDL PUMP OFF Q PUMP ALTERNATE MUM 2'PIPING TO ALLOW'IWCKLE'FLOW BACK TO WET WELL: RGT LEVEL SWITCHES(K REUD) e• lYP FOR TVA (A) RGUREMENTS OF EACH C CONDUCTORS O PONEM.ARE TO BC S12CD ACWRdNQT TO MATCH CICCRX%6 WTIVE SACKRLL ' ' 2'DECK VALVE (5) PROVDE(2♦OHO)CORDUCTOIS FROM PUMP POORER CIRCUIT ERWER TO CONTROL ISSUED FOR CONSTRUCTION THOROUGHLY COMPACTED it I;, I SUBYERSSE EFFLUENT PUMP(2) PANEL PPCIDC(2)CONDUCTORS FROM CONTROL POWER ORCUIT BREAKER TO CONTROL T000 GALLON PUMP STATNYC PANEL NONAETAUUC SHEATHED CASE(BONEX)MAY BE USED.F SINGLE CONWMORS I ARE USED THEY MUST BE INSTALLED IN CUT. SRJ21 NO CHANGES THIS SHE ( ORFORT 10�SEPTIC CO,IN TC:UOR I.) MSTALI CONTROL PANEL MO HIGH LEVEL ALARMS PROVIDED W(M PUMP. I�� OCHANGESTHIG SHE EOUNALEHT(NOTE:IF ALIETOATNE TANK YANIFACIUNER AHD/OR (7) F A RELAY 5 USED 10 SHIN OFF THE WATER PUMP DUE TO A NGH UEVO.ALARN THEN I/B/ITS NO CHPNGES THIS SHEE SITE FRONDED.VERIFY PU4P THE FOLLOWING BALL BE PROVIDED.PROVDE AN AC INDUSYRAL CONTROL RELAY IN A 11/10/I6 SETNHCS WITH ENGINEER)) 12'(NIN.J COYPACIEO CRUSNEO STONE NOW I ENCLOSURE(SQUARE 0 CLASS 5501 TYPE X OR EMNNEM).RELAY 001 RR AVLL BE RATED FOP 120 VAG RELIT WMAGIS SNNL BE RATED IYCOROMC TO WATER MATE JAL ATOP FIRM DATIVE FOUNDATION PUMA MOTOR FULL LOAD AMP RATING OR FOR 10 AMPS K WATER PUMP CONTROL OAIE REVO ISSUED/REVISIONS MU CM BE USED.LOCATE RELAY MIACEM TO CONTROL PANEL AND LIBEL NOTES: EN0.OSURE.PROVIDE WRING TO RELAY MOM CONTROL POWER CIRCUIT LISTED IN NOTE ]FOR PROPER ORESATCV Of RELAY. o ® m® 1) LGGTC VN.VE OPERATORS A N CTON BOY 10 BE READILY ACCESSIBLE THROUGH COVER(s). (8) PROVIDE(14)TYPE THN CONDUCTORS(2+CND)CONDUCTORS FOR EACH PUMP ANT) ,V�OFNEIy} PUMP STATION DETAILS pg� SECTION (8)CONDUROn FOR LEVEL.CONTROL SIGNALS)M A 2'SCHEDULE 40 PVC CONCUR 1r S O 2) WATER*UPPUY 9NIOIT TO BE A SOLENOID VALVE OR FROM THE CONTROL JUNCTION PANEL TO THE WET WELL 9ML PM CONDUIT SHALL BE 9 RESIDENTIAL DEVELOPMENT A RUAY TO SHUT OFF WATER SUPPLY PUMP POWER. BELLED A MI MUM OF 74'BROW FINISHED CRADE.TRENCH SHALL BE BALIOILLED WITH * GARDNER-LEWIS (SEE ELECIRGL SPECIFICATIONS) CLEAN SAND FILL UNTIL CONDUIT ARE COVERED. A.1]t•. 11 OLD WEST MOUNTAIN ROAD (9) PROVIDE lEPY1NAT0N5 IN WET WELL JUNCTION BOX PER MANUFACTURER'S INSTRUCTONS. OUEENSBURY,NEW YORK JAPJ=Engineers, PLLC PUMP STATION DETAIL H.THP OMAS JARRETT CIO m EOANPHFDeOTO)E,,g--g .E 0 575M 12 EAST WASHNGTON STREET GLEN*FALLS,N.Y. PrJt scnl["II PHONE:(518)7922007 o SEPTEMBER MIT PROW I.. SHEET:7 OF OGLED/RMgO sarzl HAOM EROSION&SEDIMENT CONTROL CONSTRUCTION NOTES: SMO N05 LAD TIOR EROSION&SEDIMENT CONTROL: END TO ENO.PE PEDCAM TO LIEEI.M OF FLOW 9190MO E FAHW:Fl1ER A LEAMI 1004 STEEL,EN r W r ESC-1)LAND DISTURBANCE IS DOING)AS DISRUPTION Or ESTABLISHED GROUND COMER/SOL AND N 1)CORACT P[AYYTfmG N1fnOWTES P[GMONC CONSTRUCTION SYARf GATE,ANO ENGINEER TO 5A TAOL OR mIWIMIFNID O�/p IMIVAOm PO319 LAND DISTURBANCE SMALL TAIE RACE UNLESS PPOASgNS ME IN PLACE TO CONTROL EROSION AME SCHEDULE A PIE-COMMRUCDON MEETING,POOR TO START OF CONSTRUCTION. 71 Ifl�WI SED MENTATION.LAND UISIURPACE SHALL NOT EXCEED UNFITS SHOWN ON DRAWING WIHOUT APPRINAL OF ])ERGSION&SEDIMENT CONTROL TO BE INSTALLED PProfl TO AM OTMEP CONSTRUCTION. R .I! 4—ROM 21�QNA�TTP• THE PERUTI ING A BNORITY. ESC-]) FROM MY 1 OF CONSTRUCTION UNTO.FMAL SITE STA®LOATION,ALL EMIHWORX SMALL BE 5)NYSDEC TRAINED PERSOMIEL IN EROSION AND S UEMT CONTROL SMALL INSPECT SITE BAIT AND T WJL CONTROLLED TO PREVENT EROSION&SEDIMENTATION IN ACCORDANCE WITH PROASIGNS SHOWN ON THE MAINTAIN LOG/REPORT 600R4 IWD awAE TE PAW AND ME UNOM HE'NE MO K GUIDELINES FOR URBANCOMMI EROSION LATEST D SED.EM CONTRR'.US(A-NPi (NEW TORN STANDARDS AND SPECIFICATION FOR EROSION AND YOINEM CONTROL'BLUE BOCK'CAN FENCE BE FOUND AT:NEAP//m.Oec.Iry9w/CIeII;coI/]9066.Mm1 �O POSTS FE ESC-])EROSION CONTROL MEASURES SMALL BE EMPLOYEE FROM SAY 1 OF CONSTRUCIgN UNTIL R RCEEN S• MMR 70 f9OS• SITE STAB612ATION TO BEYEtD EROSION; OPTIONS IN0.UOE: A) ORACLE pSiuBBEB AREA AND SEE OTHER ENVIRONMENTAL CONTROLS: SAND BAGS fAB1O iF111Y (TEMPORARY OR PERMANENT) IMMEDIATELY AFTER CURRENT WORK IS COMPETED OR TEUPDRARL SUSPENDED. YE B)MULCH WITH STAIN,MRII U1101,STONE.ETC,C)APPLY EROSION CONTROL MATTING, 1.)PROTECT SIRE W G CONSTRUCTION M ARDR0.WCC WITH NYSEC MOROWATER DESDESIGNMANMMANUALD)OMEB,AS MPROD AND NYS EROSION&SEDIMENT CONTROL glmL)HES MUE BCON');LATEST EDITION N®.OR vow P05T NN ESC-{)FROM MY I OF CONSTRUCTION UNIX FOUL SIZE PERMANENT E WABT COM M MEASURE ]J TEMPCMPY MEL TANKS SMALL M PR NIOED WITH MCONOMY CONTNNMENT EQUAL TO I=OF 1R.@I tIW[/E12 SMALL BE MANTkN O M FULL OPERATIVE LDIIDIYION LINIRL PERMANENT SITE STABN7AIgX S COMPLETE TANK CONTENTS;AND AREA UNOEfl FUEL LINES SMALL BE COVERED IN WOODOIIPS,ABSORBENT (IA.W QMUGE M AND PERMANENT GROUND COVEN ESTABLISHED AS DEFINED BY NYSMC STANDARDS. IEOI 9YLTiW AS MATTING,OR OTHER APPROVED ABSORBENT MATERIALS. IFDOIWm) ESC-5)FOR PNSEEIS m THE HE MEAN HIGH WATER OEEY ROW OEQMGE ELOK J. ESC-9V WITHIN SW FEET Of THE YCIN M01 WATER OF MO LAKE.POND.fWLR STREAM.OR WETLAND A D®�� 1• FLOW 1' ,*•°PLOW NO MANE AREA.INCLUOMG AREAS SIo�PLEO WITH EARTHEN MATERIALS WHICH HAS BEEN Cl. 0 MA BE MADE OR LEFT DEVOO OF GROWING WGLTATOI FOR MORE THAN 24 HOURS WITHOUT A PROE RELY PLACED WR THE ENTLRE AREA TLCA 1 'QWL) PSfM1L0 SE TO PREVENTSEDIMENTS fiIDY ENTERING lRE w TER BOGY.NLEPD/W EROSION CONTROL TEG�C� G ®TDOIE FNAC I= INCLUDE NATURAL MULCH OF A DEPTH OF TWO INCHES ROOK RIP-RAP,NDN-DECRAOABLE MATEIOMS SUM �v WIL-1 IEV WW IR IMP(IMP.) �E Fes. AS PA511C OR GNYM COVERINGS.AND MPER CUS STRUCTURES. NDT UY6 TOOETFFNR. 1KOL-IN)"ROTEM IA®EO I i� NIL) INCHRL IM0671 1'-E� ESC-58)M AREAS WHERE SOL DISTURBANCE ALTMIY MM BEEN TEMPORAWLY M PERMANENTLY CEASED IPJ ILO w TEMPORARY AND/OR PERMANENT SOL STABILIZATION MEASURES SHALL BE INSTALLED AND/OR IMPLEMENYE NOTES: WITHIN SEVEN())MAYS FROM TIE MTE THE 501 DISTURBANCE ALTMTY CEASED.THE SOL STABLIZATIO mARMW HI AYWGO MAS 21HO WW£OOQDVINE A D LOW MEASURES MIDI SHALL BEM CONFORMANCE WITH THE MOST CURRENT VERSIGR OF THE TECHNKA AIIG"'RID'61L7,A5 OO11N IWK GRIMM 6L� Ip N N DOE NO IIWf 1)THIS OECL O APPICIME TO SIQT ROW OWMW ON A TEPORM7 61 STANDA .NEW YORK STANDNAS AND SPEGRGTIONS FOR EROSION AND SEOMDO CONYBOL MD ]•f r 1l4OWOm DIM®OR IE-6YO 5EM-R]OVEE]R BL70(1 wm mkvwm FOR OC701 Ltommat. THE LANE GEORGE BASIN MALL BE IN ACCORDANCE WITH WPC REGULATION 616-4.15(C). Oi1Q1 RIBA 111F1 BYE'9 SOIOD BE AS FDIQ OWL F{!®ON HQ[CONFO O TO VMM FGHOM ESC-5C)GFDUND CLGPmG OR GRADING ACTMRCS w OCCUR DUMNIC THE PEMO DMOMR 15TH 1 POI fWE 1®lWm.OE VERMA.CS A Cm NOTES: FFFI®ICY MARL 19TH, DURING WCH GERMUUTRNI O'VEGETATION TYPICALLY WOL NOT TANG PLACE.SHALL Of 1))7H5 71IOILTOE D OAOBE FOR FIOSON i6. OFFS iIOW REDL10E0 70 INCORPORATE ER YCASURES DURING REVECETATION IN ORDER TO REDUCE EROSION ME IO1L tl11EYIDE OI MOOEUBE SOPM 07 AS A OW11K BW 7EDAFNf TRW N A MAOAWI O8E WEODO WIU�REIW RUNOFF TO A A7 PEACE PIA® MMRINN WATER OWLIIY. THESE DaRA MEASURES INCLUDE.BM ME NCT UMIIED TO,THE USE OF WW1.(RPM 01111M MENC F LISFD b A OFOK ORAL FR79E OVERFLOW GPASNTY. A 4 MOPE STEEPNESS MU&S EIENGM SCREEN MESH,NETTING,EKTRA MULCH,AND SILTATION FENCES. O�F� A TO BE 2 OR OF'DER FOR TEMPORMY�m AND 18 OR GMMER ]:I 25 R E5C-6) AL CONSIWRCTIOX ACTMTY SWVL STOP W EROSION AND/OR SmYEMAIIOR S EWDENf PL]FIMQ/f FNIIN DIGS 11 50 rt m0.lDING O IN PLACE CONTROLS ARE DAMAGED OR DESTROYED OR ME INADEQUATE. CONSIRUCTIO BEDDING DETAIL b`70 NOW SHOWN ON PLAN O1 EOML TO HOW OF ADIOIWC K:1 7!rt ACINOY ENTAIL NN FESUUE UML SUCH TIME AS CONTROLS ARE IN PLACE TO PREVENT MRTHE NOTES: DICED OR MORAY 1e HIGH. 9:1 OR FLATER NOW FT ENWRONNENTIL MP/Cf AND UNTIL SUCH TYE AS THE PRIOR IMPACT S REUIEO. ESC-7)DETAILS SHOWN ON THS DRAWING ARE ONLY EYMMPLES OF APPICAHE EROSION MD MCIMENT 1)71EZ DEBF9 ARE APPLICWWE TO SHEET ROIL ORAIMAE O1 05nfM ♦)f641T AID 1®M FD12 MIDI WI SIOIY OCB AID IOIO.0 CONTROL SYSTEMS;CONTRACTOR TO DETERYME'BEST MANAGEMENT PRACTICC(9)'AND SUBMIT TO OWNER sas•IWY DIME am AM NOT=ME R P STR.W CW/E.L EARTH DIKE IPmum 0 KEGm%r pwL)ImOWfl®t rmw Hmff. 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NON-WOVENL QOIEOWE FABRIC dL A (R NORTH ANEPGN GREEN YODEL•PD00 OR APPROMEO EWNMENf) ET-A)NO CLCNONG OR GRUDGING BEYOND THE CLEARING UNFITS LABELED SHALL OCCUR UNLESS F DS-5I 10-ISR SEED&NULCH W/TEMPORARY OR PERMANENT EROSON APPROVED m A CE BY ENGINEER AND PERNIRNG NWN ONE OOOTRUCTED 1KSfD COMA OL WRING 0—FlI OM1E OU9FD ROE AND WR - _ - (EX NORM AM..GREEN YODEL•CG50 OR MPROVEO EGUNNENT) NOTES: FF RAP _ _ OS-H)181H:SEED&MULCH W/PERMANENT ERG9O1 D EOtM MATTING 1))TTO SIOICIIBE 0 WARS FOR EMISSION CFO.OFR Moll OW OTM �IA O1 NOIOWE - _ _ (EX.NORM AUERIC H GREEN MODEL,P53D OR APPROWO EDUNALEHh O6R OR IO A OFOK OMI SEDIEKY TRAP N A QYAWE ORO!F USED M A CHECK DAM, OR OTHER APPROVED MEASURES(STEM DECK DAIS AND/OR RP RAPPED FFRROQEIQE O•ER7011 CAPABILITY. 2W YOCEN OOPQST mm CNAMIEL) mNm PLACED SOU( •'Y•A•70 BE 1 61 OFi{IE71 fO11F18`OIMO.Of®MO y8 W OFgOW FOR f4filMFMf pAgBl IGN O.0 SLOPE STABILIZATION GUIDELINES ISSUED FOR CONSTRUCTION GNDEUMS ARE STABILIZATION O TO GUIDELINES IN EBIWTMS FOR SYABILOATON,M NEEDED:ADDITICNN.OR MORE AGGRESSNE TREATMENTS MY BE NECESSARI' TO SL LOON mHow ON NMI OR FNAW TO AFAR Q AD101O ODOR ON MA19AN DEPENOMG ON SIRE CONDITIONS) lr IBOL 1 OINFOY FLTFR 1DAO WILL E RAOD ON THE OMIT=WITH WBK 7EOWVL s2Mrzt W THE SOON EOE am W FEr IP SIRE AT A a DEOFE NOE M MINT SS-I)G-25Z SEED&MULCH O CHANGES THIS SHE n SME/T 10 R'ROOM WHIN]DMA IECR'!O T O MNCCMNN.VOLUME WB WH LOST. 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THE IIAIOWWM SLOPE LOGIN ACNE A OOFOSF MEN DOCK OWL Mr EXCEED WOOF TOR CIIFNE 1E7FIW7 Cr EO761 NO•.[SQIT COMAS F'OINWO UNITS (M NORTH AYEMCAN OMEN YODEL:SC1508N OR MPROMEp EGUNAtENRf) <LVKDYS FN1RamR rRWa To EYAO ZIRmBMOOJ 55-!)1OOW.:Ym&MULON w/PERMANENT EROSION WMRL.MLTTMG ON S�OF NEtyA ENVIRONMENTAL CONTROL DETAILS EC7 In X (EXNORTH ANERICAN GREEN MODEL:C125SR OR APPROVED EOUNNENT) mP S�aP RESIDENTIAL DEVELOPMENT (OR OTHER APP MO STRUCTURAL MEASURES) * GARDNER-LEWIS 2 11 OLD WEST MOUNTAIN ROAD COMPOST FILTER ISOCK s {; OUEENSBURY,NEWYORK JARP=Engineers, PLLC (OONRACIOE VN IS,ANY R OW"SUM ABM FOR SmFIXr CONTROL ON OW FLOW OLY) H.MCN IAH.ETT CWI&ErMa--taf Engin g WRWALT01 MAY REFER M N EW VON SDMUM AMC SP®COICI FOR EROSION AM SSNR CNOO.•OWE WOOL FOR OTHER METHODS CIF ERCIS W NO"MMMX(C NOIL'T ENGINEER POOR TO UMN SIfSpMIOO) P E b 51509 12 FAST WASHINGTON STREET EiENS FALLS,N.Y. SEDIMENT CONTROL BARRIER(SHEET FLOVIn PHONE:(518)7R.2907 E(�`� SCAIE:N.TS MU FLOW EIYW�I DEVICE UnA M vWmvmanvnnn.Wnn.K SEPTEMBER 2018 PRO b IBM SHEET.BOFB ERnEVI�sRIrzl U mAM