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SEP-0592-2023 • r• i SEPTIC DISPOSAL PERMIT Office Use Only : - APPLICATION Permit#: SE ' 92- ' 202E) • Town'of Quccnsbury Permit Fee:$ Invoice#: b` 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 www.queensburv.net Septic Variance NO Flood Zone? 40 Wetlands? 6? Reviewed By: AAS Project Location: 2® Cur (owe_t Larva Tax Map #: 227. G - I - G SEP 9 8 2023 I RESIDENCE INFORMATION: I TOWN C1 QUEENSEURY Year Built Gallons #of bedrooms: X gallons per =total daily flow L li[i mPf rlty 2. ` per day bedroom Garbage"Grinder Yes o 1980 or older 150 Installed? (choose one) ❑ 1981-1991 130 Spa or Hot Tub Yes No 1992-Present 110 3 ` O 3 3® Installed? (choose one) ❑ a lexr4 2e-et pl..,AAA.?if active-5J PARCEL INFORMATION: Topography /2. Flat Rolling ❑ Steep Slope % Slope Soil Nature l'4 Sand ❑ Loam ❑ Clay ❑ Other, explain: Groundwater At what depth? N f� Bedrock/Impervious material At what depth? t..1 /a Domestic Water Supply ❑ Municipal ❑ Well /�1Lake (if well or lake, water supply from any septic system absorption is too ft.) Percolation Test Rate: 2 per minute per inch (test to be completed by a licensed engineer/architect) PROPOSED SYSTEM INFORMATION: Tank size 4000 gallons (min. size 1,000 gallons, add 250 gallons for each garbage cylinder or spa/hot tub EV @,. System Absorption field otal length avft.; Each Trench 32. ft. Seepage Pit w/#3 stone How many: ; Size: Alternative System Bed or other type: Holding Tank System Total required capacity? ; tank size ; # of tanks Septic Application Revised July 2022 • a CtNTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): mtrrZ S-1-avi 4PP'F - Mailing Address, C/S Z: g44i ilicAcLorel Cell Phone: CslcrlgS7-01012 Land Line: Email: L,Pp.,r�rJ}w sneak. c • Primary Owner(s): Name(s): K nn QN e. n- L z-/ Mailing Address, C/S/Z: v6 �l-iceq--1 ��1Qt ✓` 1-I -e '4 Cell Phone: (nth — 3'7 SY Land Line: Email: k:(v),Rti,e.Z, e-scrJar S -A yr�- .- ❑ Check if all work will be performed by property owner only • Contractor: Contact Name(s): Norn si--r--5' , e Contractor Trade: Mailing Address, C/S/Z: Cell Phone: Land Line: Email: **Workers' Comp documentation must be submitted with this application** • Engineer(s): Name(s): KevIrt Ls t'Casiinis, 1 e Mailing Address, C/S/Z: Tact on Ayeawe. S. Glevtc Fails, Ny I, Z1®3 Cell Phone: 51$•-222.— I g3S Land Line: Email: ki l it e a.p aa.1.rnes1- Contact Person for Compliance in regards to this project: 204-/ aftljg C./ Cell Phone: (si M 7-gcq? Land Line: ( cl(') "?3-- 274 b Email: icV eJ/la-A rl-n.-ropNZ . c.L_,, Declaration: Any permit or approval granted which is based upon or is granted in reliance upon any material representation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. PRINT NAME: V• ����-4� SIGNATURE( DATE: TI r/2-3 Septic Application Revised July 2022 . - " TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY. 12804-5902 Septic System Checklist fC' ian to scale 9{.SReceived Deep hole perc test results from engineer/Architect if applicable(Town Approved Engineers and Architects;June 30 to April 15 Town Engineer for unapproved Engineers and Architects) C1'(3All wells on property and adjacent properties shown f' 5vater line shown Municipal or well 10'separation to any part of system ___-di Setback to property lines show 10'or more for any part of system tc Septic tank and pump stations 10'from foundation, 50'from any well/lake/wetland, 10'from any waterline ?J,4Septic tank to foundation crawl space/slab on grade,grade in crawl space must be above top of septic tank for 0',Separation required (field verification required) /-e-SSeptic tank sized for number of bedrooms and add 250 gals for Jacuzzi tubs/garbage grinder each CJLeech Field 20'from foundation 100'from any well 10'from water line q tvh Seepage pit 150'from well 50'from septic tank j Seepage Pits 3-times diameter apart I Septic tank and pump stations over 30 gallons 50'from watercourse or wetland� cf.e5 Distance from bottom of trench or system 24"to bedrock or mottling 36"within 1000'of Lake George I/-C,i Leech field 100'from watercourse or wetland iJA Toe of mound or bottom of retaining wall 10'from property line, 100'from well, 20'from foundation (f ' Provide Engineer/Architect sta m �r f' I-4? Department of Health Approval for all mobile home park new systems Flood Plain requirements t ° 2'above established flood elevation to bottom of system All tanks anchored or 2'above flood elevation 227.6-1-6 SEP-0592-2023 Pfeiffenberger, Kimberly 20 Mayflower Ln Residential Septic Alteration ENGINEERING DESIGN REPORT TOWN OF QUEENSBURY -- - BUILDING & CODES DEPT, rSEP18FOR � u02 17 Reviewed By: ®_d Ita°L 3 TOM OF QUEEP� FURY � $45 BUILDING ex COE =S A REPLACEMENT SEWAGE DISPOSAL SYSTEM TOWN OF QUEENSBURY BUILDING DEPARTMENT .� Based on our limited examination,compliance with our comments shall not be construed as FILE COPY indicating the plans and specifications are in full compliance with the Building Codes of New York State. TM # 227.6-1-6 NOTICE to Building Code Officer or Code Administrator: This engineering design report and the information contained herein is the property of Morning Star Septic Service, and may not be duplicated, disclosed to others, or used for any purpose without the prior consent of Morning Star Septic Service. Kevin L. Hastings,P.E 3 BEDROOM RESIDENCE Consulting Engineers 20 MAYFLOWER LANE 3 Jackson Avenue TOWN OF QUEENSBURY,WARREN COUNTY,NEW YORK Date: 9/12/23 South Glens Falls,NY 12803 Scale:As Shown Phone:518-222-1338/Fax: 518-747-2166 Sheet 1 of 10 SOIL AND PERCOLATION TEST DATA: TEST PIT— 1: 0"— 1" TOPSOIL, GRASS 1"— 21" MED. BROWN LOAMY SAND 21"—46" OR. BROWN LOAMY SAND 46"—84"+ TAN SAND NO LEDGE ROCK TO DEPTH NO S.H.G.W. TO DEPTH,NO MOTTLING STABILIZED SOIL PERCOLATION RATE: 1 MINUTE 37 SECONDS PER INCH USE: 1-5 MINUTES FOR BASIS OF DESIGN CALCULATIONS APPLICATION RATE = 1.20 GALLONS PER DAY PER S.F. SOILS INVESTIGATION AND PERCOLATION TEST PERFORMED BY KEVIN L. HASTINGS, P.E., ON JUNE 23, 2023 WITH EXCAVATOR LOU DeRIDDER. USE: CONVENTIONAL ABSORPTION TRENCH DISPOSAL FIELD OF NEIV 4 t8 fp Isko No.0762696 tau. 4,s, Kevin L. Hastings,P.E 3 BEDROOM RESIDENCE Consulting Engineers 20 MAYFLOWER LANE 3 Jackson Avenue TOWN OF QUEENSBURY,WARREN COUNTY,NEW YORK Date: 9/12/23 South Glens Falls,NY 12803 Scale:As Shown Phone:518-222-1338/Fax: 518-747-2166 Sheet 2 of 10 BASIS OF DESIGN: THE EXISTING SEWAGE DISPOSAL SYSTEM WAS LOCATED AND FOUND TO BE NOT IN GOOD REPAIR. A FIELD INSPECTION WAS COMPLETED BY MORNING STAR SEPTIC SERVICE, WHICH RESULTED IN A FAILING REPORT. A NEW REPLACEMENT DISPOSAL FIELD IS REQUIRED FOR CODE COMPLIANCE. ESTIMATE MAXIMUM DAILY FLOW: (USE POST-1994 WATER SAVING FIXTURES) EXISTING DWELLING: 3 BEDROOM @ 110 GPD = 330 GPD SEPTIC TANK DESIGN: 3 BEDROOM, with no garbage grinder = 1,000 GALLONS 3 BEDROOM, with garbage grinder = 1,250 GALLONS ABSORPTION TRENCH SYSTEM DESIGN: APPLICATION RATE = 1.20 GPD/S.F. ELJEN B43 GSF MODULES = 6 FT. APPLICATION WIDTH REQUIRED ABSORPTION TRENCH LENGTH 330 GPD ± 1.20 GPD/SF - 6 FT. = 45.8 L.F. MANUFACTURER'S MINIMUM STANDARD = 5 ELJEN MODULES PER BEDROOM USE: 2 TRENCHES (DISTRIBUTION LATERAL) OR EQUIVALENT CONFIGURATION WITH 16 ELJEN B43 MODULES, TO ACHIEVE 64 L.F. TOTAL (0-io_ NEiy y9., ,s n,_ 4 its". i' ;n u Na076269a� tob ia,44.,. /!:; •--_ _ • .- Kevin L.Hastings,P.E 3 BEDROOM RESIDENCE Consulting Engineers 20 MAYFLOWER LANE 3 Jackson Avenue TOWN OF QUEENSBURY,WARREN COUNTY,NEW YORK Date: 9/12/23 South Glens Falls,NY 12803 Scale:As Shown Phone:518-222-1338/Fax:518-747-2166 Sheet 3 of 10 DESIGN NOTES & SPECIFICATIONS: 1) THE LOCATIONS OF THE REPLACEMENT DISPOSAL FIELDS HAVE BEEN ESTABLISHED BY THIS DESIGN, AND ANY CHANGE IS SUBJECT TO REVIEW AND APPROVAL BY THE DESIGN PROFESSIONAL PRIOR TO WORK. ALL DISPOSAL TRENCH LATERALS SHALL BE OF EQUAL LENGTH. THE BASIS OF DESIGN CALCULATIONS ARE PRESENTED ON PAGE 3 OF THIS REPORT. 2) THE CONTRACTOR MAY REMOVE ANY REMNANT PIECE(S) OF THE EXISTING DISPOSAL FIELD(S) AS FOUND IN THE COURSE OF THE WORK. ALL WASTE MATERIAL SHALL BE REMOVED FROM THE SITE FOR LEGAL DISPOSAL OFF-SITE. 3) ALL SEPARATION DISTANCES TO NEWLY INSTALLED ADJOINING TRENCHES AND SETBACKS TO PROPERTY LINES SHALL BE MAINTAINED PER NYSDOH APPENDIX 75A, AND TOWN CODES. 4) THE CONTRACTOR SHALL COMMUNICATE WITH THE ENGINEER OF RECORD THE INTENTIONS OF HIS LAYOUT, PRIOR TO INSTALLATION, AND DISCUSS ANY SITE LIMITATIONS THAT HAVE POTENTIAL TO INHIBIT HIS WORK. 5) THE CONTRACTOR MAY NOT PLACE BACKFILL MATERIAL (SAND, LOAM, TOPSOIL) ON ANY COMPONENT UNTIL A FINAL INSPECTION HAS BEEN COMPLETED BY THE ENGINEER OF RECORD AND THE TOWN CODE ENFORCEMENT OFFICIAL. 6) ALL EXISTING DRYWELL(S) AND/OR CESS POOL(S) IDENTIFIED ON THE PLOT PLAN TO BE "ABANDONED IN-PLACE" SHALL BE DISCONNECTED AND DECOMISSIONED. ANY UNDERGROUND STRUCTURAL CAVITY(IES) SHALL BE PUMPED OUT AND BACKFILLED WITH COMPACTED GRANULAR SOIL. 7) AN AS-BUILT DRAWING OF THE SYSTEM AND ENGINEER'S CERTIFICATION LETTER WILL BE REQUIRED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY FOR THE SYSTEM. 8) INSTALLED TRENCHES THAT REQUIRE MORE THAN 18" AVERAGE SOIL BACKFILL COVER SHALL BE FITTED WITH AN ATMOSPHERIC VENT RISER AT THE DISTAL END OF THE TRENCH, OR TRENCH SHALL BE BACKFILLED WITH AGGREGATE #2 CRUSHED STONE TO WITHIN -18" BELOW FINISH GRADE. UP TO 3 TRENCH VENTS MAY BE INTERCONNECTED IN MANIFOLD TO A COMMON 4" PVC RISER, TERMINATING WITH A COVERED VENT, 30"ABOVE FINISH GRADE. Kevin L.Hastings,P.E 3 BEDROOM RESIDENCE Consulting Engineers 20 MAYFLOWER LANE 3 Jackson Avenue TOWN OF QUEENSBURY,WARREN COUNTY,NEW YORK Date: 9/12/23 South Glens Falls,NY 12803 Scale:As Shown Phone:518-222-1338/Fax:518-747-2166 Sheet 4 of 10 ... C = ea z rl) R ,,-, r), z 1...• . co o •,-,,‘,,i • N.) '71 co ' ' • t.) P 0 CM). Drii ,) ,,, •-• ..r . . • ?1 oo ed ..4-•;.1,--,:::::,-::,;:::---f,-:.-,•••!rh,--...;•::,-;-,,,:!„•,,-;::--:-N:-.-.-.:,,,,,:„::::;•\:,-;,:',-,i..:-E. :...-::--,.:1-,'-`:-.",-:.:'•'..,,,f,.:-.`---:.-.4,..-.--;.,...-:--;.-...,-?-:.,-;.:1-,.'-.....-.,....,:-.i.,-1-'-:-.-•,-:.--;:i.,,,.:;--,•:-:•7.';',,l',....'.:'., '.-../,v,'-',.•,.','•,;',.....,....L,-„,';',!::::,,,,',.-,:;;;;;;;;,..T.'4,,:`,..;-5-:,,,,,,,,4r...;,;,,,-;;;,1,:3:-'.7,..'',,i-',,-;,,,,"..k.: :',,,;:•3.1.:.....,":,,,../.5.:-.j7;,;.:`4,;,:DP:; REQUIRED§kP kiiittlitioNitAST'AN'erStiridNIVASit WAtt RlitC1:T8tgist',gt'gitntIONItl'-ONEAS'';'"'..)'-' ''''''.---':--;"..--:",'-'''';'?.:', tal wc=5 p— ;::;',.:{i::::'..:k.:',.':,:P;.::::•.::;..;•:!'.;K:i.? ..,;;;',;;.:::',:.':.-:}..::::; •!.t..; '''::,t::::,.:i.ii,i•-.';...%C.,-,:::;::',':',.'"*:..:::g'•''.::;.i-'_:;::;':4'.....,-;!--.-:,:''s!':i.,:-'.:..1,•.?:';' ,(#EOT)'4'...g-ij. 'i.,-;:li':...',.''.:- ... .*Z',',N•:'.1-."',V,;j.'..:4:::..,...j.,:if:(;;;'!:•i,':: ::!:;.:'?..:.;':',:. ',',.. ....'',.:',1'; -:`.:,',.'.!:N.?...',.-:Z;:k... '..:''. co ..........,::,,,.......,::;-..........,..,,,..,..... .......:..''...:,...-......:,i,...,...f:.... .,..,:r....:. .,;,::,Well Suction Line Stream.Lake.Watercourse(b).-:...,;-,•,....-:.,-'.?:-,,....-',--;'...y...:•.-;:...',.--..:.:-.----,-.'-_,...--,.-,---,.i-.--::••••••::'.:PratnageDitch:or 0 ,,••.,1-:.,..;.,•,..::,,s;:;;::,..'...;:fl',..,1:•...$ys!er.ti Ceinponents:.:::.-s',,,,-:.,---i.g::-. .--,!-:-:-.-•.,),-......--...-. ..--',..,-;-,--,-„.,..,,,,__-------,.-\..--...,::-.1---...,:-.-..:-.-:-.....f:-...:.i!......-_-•-,..--,.,-,.-. :.......----,:,-,•,..i,--_,-..,,..f,.....,.,.g.---,.:,.,---,:..... ..f.--,...101.welling......-,.:-:-:--'Property Lure--.:.-.:.---..,-c.....:--_....,,,_;-.-.,--,,-•,.,--,..,-.-i i-- -i;,i.i-:::!.---.:;•--:,;:::::%.; j',,e•:...;'.'*..'.'•;:::!..;',i.7:-.5:.:•,,,•:,..1)i.. -.•::.......;:':',:,;'6,'W4;,,.......1:.::::':-.,...,r,...;;;;....;..,.,'',Z61.:;.:.'''. ...'''...a li:',;'..f.•'...'.?.!..:..,•.'.i.PF.!!3'...-!q9!...,:...;-':..:...:.::,.-::::;.-.,,,,......-..1......,::..;x,::::y.r.,;,..,..--....:....-..,::::",:i...-,..-:;..,..,....:.:,,,,:,:i,....!...:7 ,,,:::,--,_rca.m..t.4,1,troenkrtfi.-:J;. • ts.) -,251f cast iron, , • • • .— -•House SeWer DMIO-(watertigktjeints) -25, -.3. - 1(1 ;10.- or\ . . , .. . . . . . . .. ..50 otherwise. . . . . oN 0 . .. . . '-ri -•Septie.Tank.:Dosini:Tank or watertight ETU'.- .• _ -50_ . . .- . •50 . . . . . . 10 • • • '•• 10 .- . - • ..10.• .. . • •10 - C 1.64 Effluent Line to Distribution Box/Drop Box-:- 10 -.•• - ' 10150:°(*a)' • ' . • 1.11(0)00.,• ' • • • 20. • ' •• 10 • 20- tl •DistributicinBoxiDroti-Box ..AbsorPtion-Eield.(e)(il) - • - • • • 20 •.• JO'-- - 20 . • _Seepage Pit(d) • •• •• 150.(a). 100 • • • • 20 -10- 20 • •-c, bsa ti -Raised Systerirorkkiund(6)(d).:• • . •• •-100(a).. • ' • •.100; • •'20. - -:10 ' • - • - 20 •-. Interinitteirt Sand Filter(d)- 100(a)(f) 100:(t) 20 10: . 20. • Nok-Waterboin ..Syitbnis,iiitli offsite 50 50• ' • P 0. 10 • 10< h iciauat.disibsM . • Non•WaterbonicSystems.withonsito • 1 ' 10-..'5o. •.20 20 Ls" 4 0 discharge 'Notes: . . . .. . .... . . .... . ... • • . . . a When WaStewater trea" trnentSvstems. are located upgradeand.in the direct alltOf surface:mate fdraina to a.well the closest•past the treatment§ Stian'Shall be •'). . .... . . . . . P -.drainage .? - P - Y.-tzi 1 .1 at kait 200:feet-away frOm the Well. o ti 1?) Mean•higli•water mark. Wetland or wale co determinations sliould.beclies§ed with theLHD.or ethefagency haVingjUrisilictiorrand the applicable NYSDEC'. • regional office: tzl M 1-3 •C.,) For•all:istentS involving the placerttent of fill ritateriat,separatien-0iitanCes are measured front-the toe_ofthe Slope:Of:lite fili,:except for ionteshalloWahaerptien < n trefielt.§y§terris es•deseribertiti Seetien9.12.2-Of thii.11arldboOki 0) Separation diitanees.shaft also be measured from the edge of the designated additional useable area(i.e„rOerve area) when available • e) The Closest part of the wasiewater treatment'4Stun shall he at*lea-stten(10)-feet from an water sraiiice.Iirie(eg.,,•-pdblie Water sUpplymitin;publiewa tor ,< • seri-ice-lined!'resi0entia1Well.water service lirie).: • (:) . .. .., .. ,f). When intermittent sand'filters:are,designed to be watertight an0eo1lectall effluent,the P4rit4c:41,1is!a-neccani)e reduced to feet-. . . . .. . . - : •g) .The listed water yell separation disianees.froincentiMinant sources shallbe increased lik509/0.Whenever aquifer:w.aer:enters thelvater Welt atlesSthari.50-feet .-. • '• below grade..:If a 501iiinerease cannot be;achieved,thetribc greatest possible inerea§cin separation diStanCe.shalIbc•proyided Wiih.suelr additional measures as neede0 to,prevent contamination. • „ . . . . . . . li). Recommended;use-site evaluation to avoid•OW'It.short-circuiting to.,thestrrfoce or-groundwater and to minimize-impacts on O Ntl•TS functionality . , .. . Enibanlonent or very steep slope:It 1§-recemmended-that System c,oniponents,-belocated a minimum of.25-feet and.the absorption fieldbe:lecateda..mitrimunt-of (,)•feet from an Onbanigf*nt OrVOrysteepsiope-$1axiOrizeseparatieurdistartbes and use site evaluation to.-ayoid-shortirettitingtO-surface,(breakouter.seePage). ... . .. . CD P 4- a Cr R SWinunirig-poola(above:dr lielew.gronfid):It is reeiiunandedthatiy,sterit components be located a minirtiunr of 20 feet and the absorption field be lecaterfa minimum of- • 35.feetfrom swintining'pools.-111aximize.'separatitin.distaitees,and usesite evaluation„to:ntiaimiieimpaets ori•OWTS.aecessibility.prid functionality. ,. 1/4o (./) ---- ,--h 0 t•-) ' F.+ CZ . 'd T/) L.'' (") p "0.. 0 D2 eD p C �• . . 0 N p 00 o a pq • N wcp Gq ra pp . W z 0 DUAL COMPARTMENT 00 1 UI QQ FULL-DEPTH BAFFLE r/PORT(SEE NOTES) y m..-y..•«��. SEPTIC TANK CAPACITY QQ1� .24'INSPECTION T/OUTLET PIPE N �'U 4'INLET PIPE NUMBER OF DESIGN UMW TANK CAPACITY&LIQUID SURFACE AREA SLOPt(—.- covER(TYP). •' 1/8'/Fr.MIN. BEDROOMS FLOW / U 7/4 FT'MN. . I� SLOPE W O GARBAGE GRINDER WI GARBAGE GRINDER. •� I`pGGL, 00 am Inman. l•wwwlw, 2 220 GPO 1,000 27 SF, 1,250• 34 S.F.-I • MPy A 1 . (II A 3 330 GPO 1,000 27 SF, 1.250• 34'SF. 14 N A s �0 f 4 440 GPO J.250 34 S.F. 1,500• 40 SF. fi 5 550 GPO 1,500 40 S F 1,750• 47 S.F. CV *INLET&OUTLET 4'PVC TEES MAY BE 8 660 GPO 1.750: 47 SF. 2,000• 54 SF.. ON Q USED INSTEAD OF CONCRETE BAFFLES 'SJ 72TlOIH' •DUAL COMPARTMENT TANK&GAS DEFLECTION BAFFLE REQUIRED IO�r CA) NOTES �y 1.1.1 PLAN VIEW I.WHEN GARBAGE GRINDERS ARE INSTALLED AT THE TIME OF HOUSE CONSTRUCTION.A GAS CC��77 W DEFLECTION BAFFLE AND A DUAL COMPARTMENT SEPTIC TANK OR TWO TANKS IN SERIES, Cd EFFLUENT FILLER SHALL BE PROVIDED TD,MINMI E THE SCUDS CARRYOVER TO THE ABSORPTION AREA ..4 (DISPOSAL FIELD): N• ImoiFINISHED GROUND +/GRADE ACCESS COVER •O ram„ AAte, i``fiL �`,ft'i; , Sty`;;. (SEE NOTES) 2.3"MINIMUM ELEVATION DROP THROUGH STRUCTURE FROM INLET TO OUTLET 1 r11..1--:!�-"'L\I:;sit i 11���� 1,1ii,, , ' 4'OUTLET PIPE J.TANK SIZE REQUIREMENTS FOR MORE THAN SIX BEDROOMS(EQUIVALENT ONLY FLOW)SHALL • O 4'INLET PIPE 12'COVER MAX 1/8'/F7 MO1. BE CALCULATED BY ADDING 250 GALLONS AND SEVEN SQUARE FEET OF SURFACE AREA FOR. "^��III O 1/4"/FT.NUN. SLOPE—•- EACH ADDITIONAL BEDROOM. A GARBAGE GRINDER SHALL BE CONSIDERED EQUIVALENT TO AN E lop. SLOP ----a- SLOPE :..r.....• xs, �� , ;..L.�. ADDITIONAL BEDROOM FOR DETERMINING TANK SIZE. A HOT TUB/SPA SHOULD BE CONSIDERED N �F Q 1 "': •�� EQUIVALENT TO AN ADDITIONAL BEDROOM FOR DETERMINING TANK SIZE.' 0 ` c 6 MAP._ . ICI F' 4.EFFLUENT FILTER,'POLY-LW BRAND OR SIMILAR PRODUCT SHALL BE INSTALLED TO THE 16 MIN.. • J8'MIN. SEPTIC TANK OUTLET. EFFLUENT FILTERS LINEN PROPERLY MAINTAINED CAN EXTEND INC i t.,...1 g USEFUL UFE OF THE TREATMENT SYSTEM. ALL SYSTEMS ARE SUSCEPTIBLE TO CLOGGING BY SOLIDS CARRY-OVERR LEADING TO PREMATURE FAILURE A GRADE ACCESS COVER SHALL BE gq •-'8'• 4 I PROVIDED FOR PERIODIC INSPECTION&CLEANING OF THE EFFLUENT FILTER'DEVTCE. Z ° •q,�y r?4 F 5. OPTIONAL TANK: POLYETHYLENE TANK PRODUCTS MAY BE INSTALLED AS SUBSTITUTION .LZ FOR THE CONVENTIONAL PRECAST CONCRETE TANK SHOWN IN THIS DETAIL THE O (re..) f.j„:.,....I.. 'FLOOR' POLYETHYLENE PRODUCT SHALL COMPLY 1WTH NYSDOH STANDARDS IN GALLON CAPACITY s:,,, ,5,,.��� ,_ RATING.UMW SURFACE AREA,AND LIQUID DEPTH. A DATA SHEET OF THE PRODUCT IUmo�,,,, • •4X SUBSTITUTION TO BE SUBMITTED IN ADVANCE TO THE ENGINEER FOR REVIEW AND APPROVAL. `', G STONE.66"MIN.WEANN SD AGGREGATE PEA • ALONG PATHINCL CORPORATE ATEDD�MEENTTATION OF NYS00H REVIEW. ALL OTHER SPECIFICATIONS • -4•A. . . a. GAS DEFLECTION BAFFLE ^ .... (SEE NOTES) t� en) ,SECTION A—A rO SEPTIC TANK /.HOLDING TANK'DIMENSIONS • OF yN�E'Gf/ TANK CAPACITY LENGTH ISOTH DAFT OUTLET 'HEL61T WALL TOP FLOOR LA MANUFACTURER INFORMATION Qk a‘. / 448?'}�O . ✓`� 1.000 8'-8 1A' 5'-0 1/2' 4'-9" -4'-6' 5'-8' 3" 4' 4" 48' FORT MILLER CO..SEAMLESS' CO ,`` `` • "Y^ 1) 7,250 TO'-2' S'-3' 4'-9' 4'-6' 5'-6' 3' C 4' 48' FORT MILLER Ca..SEAMLESS• ••/ ;� '.f;l •I:i• 1(P 1.250 . 1T-0" 6'-0' 4'-3' 4-C 5'-5` 6' 8' 6" • 39' FORT MILLER CO..HEAVY DUTY" 0 I! .I 1,500 11'-0' 6-0• 51-1' 4'-10• 8•_3• 8• le 6" '49" FORT MILLER CO..HEAVY DUTY'• • },�,n.Ns� • .Lq LN • 2,000 13'-6' 7.-0" 4'-9' 4'-6' S'-11` 6' 8' 6' •45' FORT MILLER CO.,HEAVY DUTY'• : NO.fl76269 =(2 • 2.500 13'-0' 7'-0' S=9' 5,-6" 6'-11" C 8' 6" 48" FORT MILLER CO,HEAVY DUTY•• . It; • n d 3,000 1Y-0' 8'-0' 5'-1' 4'-70' 6'-2' 6' 8' 6` or FORT MILLER CO..HEAVY DUTY" 1-ol....iii„:44(,.: ., Q'� • • CD CD CAD PRODUCT: THE FORT MILL R COMPANY.INC S I9UYLERVILLE,NEW YORK •.......... 1 ,• o, ' �o SEPTIC TANK / HOLDING TANK DETAIL M 0 N N.T.S. 1-+ g W O o m I'D '''' 0 r•I C 0 75- i-d• 00 0 ,..-, • l'• ' 0 r 1. 141 CO gmg. OO t.71 IQ .7' r•-.)' 01:1 .. 00 u, c> 0.0 • 2.1 H L)--1 FINISHED GROUND EACH OUTLET FITTED WITH SPEED LEVELERS Mr &ID NON-TRAFTIC RATED STRUCTURE t:s1-,----••- .,-;---t -;-;--A\\---.7;\_-t tt---- •-rr .... :. ......... I 7 1 1 12 COVER MAX. 1 1/2'THICK ALL SIDES kr111:11111M 1 1*MI 1 st:01b1 . ,0 CO 4 OUTLET PIPE P to 4'INLET PIPE ManatSREQT=latratINEPI 4'OUTLET PIPE I t/a•/FT.MINI, .1 1/8"/FT.MIN. 4'INLET PIPE 1/8'/FT.Ilal. SLOPE D..._BAFFLE 1/8'/Ft WIN. SLOPE [11 til SLOPE RAFFLE SLOPE iiiNT e"-"';, I Ili ID Fr mw•sum' !Fp !flown' In AL ina-R=797--, \ i A trj cz 4,','Ir • a .3 .:: :i• • :f...: ''' '-::'...:"-.1:t‘-":.•'1,11.4:7...-11•Z,:n.-zr-7e,- MEIN I ri0:20; : 0 ,.--,- 1'la 12'MIN.COARSE SAND t $ I I $ i I I 4 --,.... OR AST • -WATIBUCHT ...,1.;.N. Itr 1,4, - 4"KNOCXOUTS JOINT(TTP) w/HOPE PIPE SEALS IRV Hie ITLEJTrsi-S) OPENINGS PRODUCT: FORT MILLER$2 DISTRIBUTION BOK OR EQUAL 1-8 trl 511° 7ZI SECTION A-A PLAN VIEW no 8 t., M DISTRIBUTION BOX DETAIL ..r.... g tmi ,-c 0 MATERIAL SPECIFICATIONS SCHEDULE . soon* S 74.. ITEM SIZE MATERIAL SLOPE (.0 1(4 SEPTIC TANK SEE DETAIL PRE-CAST CONCRETE — 4 e DISTRIBUTION BOX SEE DETAIL PRE-CAST CONCRETE —• 92 **--,- l,t- 9-rt HOUSE TO SEPTIC TANK 4' SOLID PVC SCH-40 1/4'/FT.MIN. el If n TO - =' z ! SEPTIC TANK TO 0-BOX c' SOW)PVC SC4-40 I/8'/FT.MIN. • ?„. , 0-BOX TO LATERALS 4' SOUD PVC SDR-35 1/8"/FT.MIN. $1I. o 2 LATERALS 4' PERFORATED PVC SDR-35 1/16' -...1 e giAfPe Vk‘e° VD • - -3.Ft* cil --- 0 • • Ind wo oerR � �- C . •o▪ o r N '-xl cco z I j x N ??, RDQ = LANDSCAPING: 6"MINIMUM '-, �n N csp �"'�,. QUANTITY& TOTAL WIDTH TOPSOIL w/SEED &MULCH tat y cic (SEE DESIGN CHARTS) rl y OWE TO DRAM •P• 1 j ORIGINAL GRADE .J SLOPE DX 11110111114 — __ _ _ r ? 1-3USABLE SOIL: 48"MIN, DEPTH J - ELJEN GSF PRODUCT 1 TO 60 MIN/INCH PERCOLATION RATE N (SEE TYPICAL DETAIL) 4'-0"MIN. 4'-0 MIN. 4'-O" MIN. SEPARATION: O\ 0 24"MINIMUM DEPTH TO r"11 BOUNDARY CONDITION: GROUNDWATER, BEDROCK, OR IMPERMEABLE STRATA - BOUNDARY CONDITION /0 W . l, AC';:9CS''%✓�">A`. o`/i 4.,.%%"i�'�iA%: �I'' �✓i/'r`��iii,?p'r'�`i�j i-Z 'iy..•,. •7•�r.`7.'r"NIIN",.'`j�`i.?�>�`if tll z '�N/C�..�:�.�l.�Q�.�l.�..�..�.�..�..�l.�l.��.�.��1� l.�l.�l.�.�?c/.C�t.�l.� Icici� C NJ NOTES O 1. 00 NOT INSTALL TRENCHES IN WET SOIL. 2. INSTALL TRENCHES PARALLEL TO CONTOURS. 3, INSTALL TRENCHES AS SHALLOW AS POSSIBLE WHICH MEET THE ABOVE NOTED MINIMUM DEPTHS. 'C "C O 4. RAKE SIDES AND BOTTOM OF TRENCHES PRIOR TO PLACING GRAVEL 5. ENDS OF AU. DISTRIBUTOR PIPES MUST BE CAPPED. ABSORPTION TRENCH SYSTEM DETAIL Z CA GRAVELLESS ELJEN PRODUCT NT'S ,..< n r„._ , m . ., ..,„,. ( ._ ... ,..„ : , ..,, , ...tttflA - z " S y m • N-ER1t,A CD w CD • cti .. 00 a n '0 c '•-A 0 N N *a w 0 0 W 0" 0 p 0 5. x (n .4 u, Oo - p . • o . o r a D N -, ccoo txl x N ?? OQ y ASTM C33 CONCRETE SANG - TYP U 6" MIN. (TYP)1r-• END CAP (TYP) CO 0 Do ( ciq SOL1D PIPE TYP ., T .71 C•::1-zl:fi•2•1::•:';at,Iz.;Y::ti'-:;e,:-.ia.;:,:zz:41ya:::: ••fig': •...:Y:•.'•ve:zadq:3gi ,v'r• c, • D-BOX GRAVELLESS ELJEN GSF PRODUCT- TYP 00 ¢ N • G &eZZ- 1`4:.-YSe•.4,Z:IX..,i,. •ZeA r_ZZ::•'4geetz.✓ 'irr✓::•t:;:e.i .i�ril rii a ON U 2 Li /� ta NC" W •�gi hr...;.�.R_.- : •rcF':??:.::;e?: ^ � Cl). FEEE4 _ Z ti AS REQ'D I 'LENGTH' eci O FOR PIPING L (SEE DESIGN CHARTS) 24"MIN. (TYP) O ` ,.NOTES �THE ELJEN GSF PRODUCT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S ICI RECOMMENDATIONS AS PRINTED IN THE ELJEN HANDBOOK OR DIRECTED BY FIELD SUPPORT. N M 2 THE LAYOUT OF THE EWEN GSF PRODUCT ROWS SHALL BE ADJUSTED TO BE UNIFORM SEPARATION /r+ DISTANCE BETWEEN THE ROWS AND AT ENDS OF ROWS AS INDICATED. Z AM 3. THE SYSTEM IS SHOWN TRENCHES AS REQU R BYITHETH MBASIS DEINIMUM SIGN CALCULATI,ON.AND MOTH ENSIONS TO PROVIDE THE NUMBER OF F':1 o ABSORPTION TRENCH LAYOUT DETAIL r. ST,gT GRAVELLESS ELJEN PRODUCT N.T.S. g of F a x ..fib.. L C O R/NEER*�/O CD• 0 d g. 8 R VD a vp 0•F, 0 N g tom) O • 4"PERFORATED PIPE ORIGINAL GROUND SURFACE - ^727/»,7 � fim \I',-;• NON-WOVEN FILTER:FABRIC %CLEAN BACKFILL " 't DO NOT BLOCK HOLES IN PIPE 12"MIN,- 25"MIN.- _ __ Y I , I I ```' , 13"MIN. WASHED • r! . !-1 MEDIUM TO COARSE 6"MIN, =t CONCRETE SAND •- I; j � �r' BOTTOM OF TRENCH ���;.= ELEVATIONn107.50 24"MIN.- UNDISTURBED GROUND 6" 3'-0" 6" OR STABILIZED BACKFILL MIN. B43 MODULE MIN. SHWT/LEDGE ROCK SECTION VIEW NOTES 1.USE QUANTITY AND LAYOUT SPECIFIED IN BASIS OF DESIGN-1343 GEOTEXTILE FILTER MODULES OVER LAIN BY PERFORATED PVC PIPE AND FILTER FABRIC AS SHOWN IN THIS DETAIL. 2. TRENCH MATERIAL SHALL BE EL/EN GSF STANDARD SPECIFICATION ASTM C33 WASHED SAND WITH LESS THAN 10X PASSING #100 SIEVE AND LESS THAN 5X PASSING#200 SIEVE. 3. EXTEND THE SPECIFIED SAND TRENCH A MINIMUM OF 12 INCHES BEYOND EDGE OF OUTSIDE MODULES AND EACH END OF THE TRENCH LENGTH. 4.A MINIMUM OF 2 FEET SEPARATION SHALL BE MAINTAINED BETWEEN THE BOTTOM OF THE ABSORPTION TRENCH AND SEASONAL HIGH GROUND WATER(MOTTLING)OR IMPERVIOUS LAYER(BEDROCK). 5:BACKFILL EXCAVATION IN 6 INCH LAYERS MTH MECHANICAL COMPACTION TO APPROXIMATE DENSITY OF ON-SITE NATIVE SOIL. DO NOT OVER COMPACT. ABSORPTION TRENCH DETAIL - TYPICAL GRAVELLESS ELJEN PRODUCT OF NE11, HAs . jp co T,P c No.076269 � ska � p9�:i11ti Kevin L. Hastings, P.E 3 BEDROOM RESIDENCE Consulting Engineers 20 MAYFLOWER LANE 3 Jackson Avenue TOWN OF QUEENSBURY,WARREN COUNTY,NEW YORK Date: 9/12/23 South Glens Falls,NY 12803 Scale:As Shown Phone:518-222-1338/Fax:518-747-2166 Sheet 10 of 10 Z 60ZL u0IP,)S Mod uoi}oonP3 94o}S 'PDX MaN GqI ;o sIuauaa-gnbaa ay} Lpyvr lldwoo IjDgs louoissa}oad 6uiaa410 Z D K aL17 `paaa}jo }I Lom !uo ui lu@wnoop siy} aa}Io o} aoAananS puo� ?duaaxa ao aaaulbu3 louolssa}oad o }o uoi}oailp ay} .iapun bui}oo ssGIun `uosaad Auo ao} Z 60ZL uoi}oaS Mol uoi}oonP3 a}o4S M@N 9ql }o i 11 - SNI JVM O U) 'gyp m cam ri m °z;o m mmnr.. min ��w-0 z _ -I -{ m Z�Z = D O � D 00� O 8 y � n D Km O p D� �-- z� m=Z 0rm* 01� D m M ��� � r _ O / `Y 00! ro Z D O c� �j D pm �D G m� O �/ / 0Z D � Fri vz v mX z ;u O N F \/ / 6 cn z z-n -D O / . c� Cn n -gym � / ' ^mm m0C �oymi U) !� W 90l in D Z ; M / � Z(n r < mom OmZ v f O -DDO-D � m D� > W m0 Mon '>0 > 0O-r Nm � va 1NLOl ___� 00zz Z -0 �mD m�� �m D7C r*i � O Dcn � m0 zA ' mv �m cn ' Z � m v � 0 �5D a1 N V G) r 0 Z u)cn v / > > �� M m 0 � o � cn� o W � / rn X D� � / \ �� o I co Z / oMm p 0 ` 0 o ' LE 1 � —+ m >� Z d 3M O 7d.0 VT1� F O D Y Z — S xz m C D 4. o� m -{ n Z C �� to 3 r' F C o in or z c� ' to O 0 0 c NM " -� 3 1� _ c z o 0 rn Y � Z -i 0 T. -i 0 0 3 c ►�z� z n D. *�>� M z �v0 >�• N r 70 'D m N O rr-to 0 Vt O= D � m Z N z �m� -a ZD_I W Z N m m Z vM �> �za N Z ODD or. �C` (fi 0) n z x m Z f- ;o rn �. m�z T I N�� ®rn(n 00 "Mo W rr i D O mzr- �vm m m 0 0 o 0 Fn o O to _ z Tr F r WARREN COUNTY } KEVIN L. HASTINGS, P.E. CONSULTING ENGINEER Mailing Address: 3 Jackson Avenue South Glens Falls,New York 12803 Tel: (518) 222-1338 October 18, 2023 Mr. Mark Smith S Code Enforcement Officer w 1 \ ICI 44 742 Bay Road _ ` Queensbury,New Yor. 1281g C L 4 V e OCT t s Re: Sewage Disposal System-Engineer's Certification z®23 20 Mayflower Lane TOWN BUI�DINQ UEENSco,BURY S Dear Mr. Smith, The construction of a replacement sewage disposal system for the residence at 20 Mayflower Lane (TM #227.6-1-6) has been completed. The installation was completed by Lou DeRidder and crew of Morning Star Septic Service, who were also present for the final inspection. As the design professional of record,I certify to the following statements: 1. Engineering design report with specifications and details were prepared September 12, 2023 by Kevin L. Hastings, PE for a 3 bedroom maximum (330 gpd) single family residence; 2. Design documents were compliant with the Town sanitary health codes, and the NYS Health Department Appendix 75-A, as applicable; 3. Field observation of constructed works on October 11, 2023, by Kevin L. Hastings, PE and prior to earth backfill of trenches and structures; 4. Completion of the work appeared to be in substantial conformance with the design engineering report,with the following exceptions: - field approval of a 6-outlet polyethylene distribution box as a product substitution, with vented inlet baffle, and in compliance with NYSDOH Appendix 75A.7; - final turf stabilization & lawn maintenance to be completed in 2023 by owner, as satisfaction of the design specification for turf re-establishment on the disposal field area, prevention of soil erosion and loss of disposal capacity due to uncontrolled surface runoff infiltration, and as necessity for overall system performance. The as-built schematic of the replacement sewage disposal system with location ties to the apartment building is attached for your records. If you have any questions or require additional information,please contact me immediately. Sincerely, U11414. /aLiZekosr Kevin L. Hastings,PE ^; Y 20 Mayflower Lane ' ,, (T) Queensbury, NY -, �..� n4. fir,.. 1 A.. __>. j-- 's`..__ ,'1tF��,, ,4l-it+ r�a nns!•( llkIHtlIl =- Installation contractor f — 0 k.,1.r+,,;.;0, . .,. - Morning Star Septic Service L 8'�'+,fit Lr y,, S' FF �••�an•: ~a SI I793•° .'L "' �,•,-,a ! 3:L. '''.' ,•7,3 .-WRu 7r 7+�`t '4..g1;~; +•cf « �7 '+';{•2pyc"�-t- -'+f ` `rr.t- �.`.�i '.';`.._;*.r.--. c%n r fy�xt _,i .r":.s?�iG '� , r ..S..f ' ` .�_t.r. �Sn` : . . 1 / 7 .. ' j " n' ,,7•,r, r, 1 ' • ► Ili 1 '•M., , . 1 • > •1 ?,, " ' r View of existing 3" PVC house s 1 `'tay , ay drain at transition coupling to + ,r1 ;tt,' ''"�fi t . 'k+ new 4" PVC. ;` 11 . r -'`r. „�,•- :l w t}..[AA,. �'t y,2" p,r ?tom b j: '•,(y'}' , .,. i"� ---` A4f, * r .'3t' 3 t,1)/ `fit ''4 7.,! •t. '. ,+?:Y_ _ ' J .-l r�L„-��,•lj s 1 ': 7 '1'7;1 e,t';A,Zx•a -. `_ ;1,4+, 7S +.), - y8:�4.VV+ + :, i1,ito ,,,r'"' ,•h ,� `` �^?,S.' ,,I�,,':r< TF:-, .,,,)'_', , View of 4" PVC house drain, work i 1 v , fi ~'sue ''• r, ''' l .o'- 'c ,,, ',k f -;•� `1;, '\:-� � in progress . 9' ..i ' ��r by r{; flilj,, I ` t d# 'z '•' r ' ' 1al. cirw - eera _ , , i :,, . iAi } 11 f t f ti ..il ��y ` 4'' :�v '_°.��}+ . KEVIN L. HASTINGS, PE 3 Jackson Avenue So. Glens Falls, NY 12803 -16it 20 Mayflower Lane • � .�,t;� t ,,,_„,.-..,. .,,,40,•,..,,9; hp,,,t04--,--,,,. -., -r.,,rx.4-.=1,...N4,--= �• i�4. . t v: 4LQ• ,* Y' t . �,,. (T) Queensbury, NY Y p I.R.i� � ���:,• � Y 1 v .�i�� •Ft ." l� 2 rlty'es ;t ii � i•�1 / I ; '\' r .k { ..'Hs' • r0,- t•yw . " "�.` ' a }L`:*-, '2 L � polyethylene Snyder septic r . ,f r � 't� ti . tank, work in progress, looking 4't,r4,a F'At. 'c. , 4s,' \ ” north west to dwelling. -1.. :!!':'1,1-'-'.,-,. '..4`4,4;?,4.:!, 4,, k--1; 11;% ‘i\ve t.. SsY(L L .l'�-�t..w _, ,, 1 v c'A l �i c #° 4 t e B ,# r` y ' i 1 t'' s rt , Sc ar` { r4 ylH 4 2 R = 4 't t j.,'t:•J • Y.1 dti , ti t 4, a -.4,,„:.!, / 4,,k;g. , ,. iii6 `hU,'} ' h 1 7: View of septic tank inlet cover, r7 t, s rti > 1\ } �I� '� ',410. F 4" PVC inlet pipe (house drain) , Vie* • ;`', ° €� —� �tr work in progress, looking north 1.�u`1n ,i; �, � i, d ., , +.we ti 4 west to dwelling• y y .,•A t'h . ,\1t }''�+t; *; :ç: t? t t er „df' t'•,tit ) - .ik v A , j��{ t 1 ,q ,I.,,, Y11,.. , r ____.,,-mot !� ti < • View of septic tank inlet cover, � 7' 4" PVC inlet pipe, and 4" PVC r ) inlet baffle. \\ , I , ,, r Ems. tt - AM1O:Q4 OC1711/2023 �--- KEVIN L. HASTINGS, PE 3 Jackson Avenue So. Glens Falls, NY 12803 4 ' 20 Mayflower Lane `1 4 : - �`� ', (T) Queensbury, NY 4 ` 4 . ., \ _ , 1,1 1 - - '07/ 1 View of septic tank outlet - cover, 4" PVC outlet baffle (map ' - ---�`'`''' node 1) , 4" PVC outlet pipe, and effluent cartridge filter r1 -. 1 ' (yellow component) installed. See drawing note #15 for proper Amiusacrni a?.3 maintenance of this filter. • y r�� ' �. , " r�(: . r , µ , ': a� I f;;P.0,1,,, ...4;,,elto.--,f1/44,;_y-;4-4,"'" ,-.,-.!- . ' 0, ai e ' „ 3„• y„, 41�, t�"1.1414 k + s,4J�' / - ,T e, ' of 'I [j!�? 04',; 'i '"- f • 1.;‘,,,_r. ' ir ��- r s 41"' _ '. View of 4" PVC septic tank r"'" '. , ,�` ` 1, r. outlet pipe with 90 degree 11rn ,1 ,�f. v n �;..ram , ,� f • * L" h7, bends, work in progress . �, y '�5 'r J1 iti_,, lt 4'� _Yr if . i 0, `T c ,y$ ; � 0 Y"� +S 4 nix SB'w :�71a+r -� 1.,,t,,,_ "` 'c-.�"� .� ...„,..„_-_.4- � �F_ \ 4emu. .s .. - car '=t`_ ..R ,F ,+ �/ `S>,4 -.K 4.F ih �` :SF'..: .'-a r''��`' �-• •`` a "'� rJ� View of septic tank, work in �i� •-t4,„, :=� . � ,= -2 progress, looking east. Soo L- -• ' • ;, ,u .. y = `-=-'`-__-S•J KEVIN L. HASTINGS, PE 3 Jackson Avenue So. Glens Falls, NY 12803 • .:,, , - 20 Mayflower Lane -,,--- ', (T) Queensbury, NY s1` . ,.. iir Q ,, iiiii, , . ' , .. , ,,, - . . , 3 . . . ;� _.-dl r�. ' View of 6-outlet polyethylene 4rt L distribution box (map node 2) 1` .. " s k - with speed levelers and vented .4.laay ,4i - V aY l t 4" PVC inlet baffle installed. ..t a•, M , ♦,. L 1. 'i y 'M1 "' 4 � - '' Liquid level test - PASSED ,t "�� ; ,1f` ++F sit` -' *' ' ! •, i' .' '., " •'i�,.. �.. . k'A; e ,+ ' •'I i 1 # ,�;�`` , ,'• \fir , ii.- • i View of d-box 4" PVC header j , _ "i'•, ,; .� 1" ..' s+ _', Js 1 '' - y4 pipe, and trench laterals, work `J • t .t *' S K • e' in progress, looking north. yy ifs J '�± 1�' k• � �# • ', ( ,, '' ''ar r r . ,, ,-q••*1,.1 1 !. ,Jay i. ,ti rr ` , `tiT4 . \ ' 1 III 1 111 ''. .V ' .NtI\ '�I, .,,1-t-i) h. 1:J {. -'� ` ,. :r' , View of 4" PVC tank outlet pipe, 4 4 am;' ),, t '...1E..4 4` •i•` rr I C , t;i � f !! t \,� i i ,i ' Q d-box, and trench laterals, work � I, ' ; (#. � •,,.. in progress, looking west . !� II(( IIIIIIr, � IRti t i.j,. illte .Sn' �i ,� LL LLLLLLLI LLLI ' ,.,• t Lt;•• •'•,5, yr.- • MOO I J ' I f J4 ;A "k'1 j - i4f,' \i 'r 1, 1 It: -I- v A, )" 'tij'1 II k it rY4,, :: ,. 1c .. .% '• `;. ••', '' y. ,. := � KEVIN L. HASTINGS, PE 3 Jackson Avenue So. Glens Falls, NY 12803 ' ` h „ A 20 Mayflower Lane • "` „t (T) Queensbury, NY G cr. 3, 4", r r- ti `` `✓` - E . . View of distribution box, 4" PVC .' '1�411 7 - header pipe, absorption trench #1 ;; "t,i i — •- with Eljen system sand, (8) Eljen c ,.• ' - }# , B43 modules, 4" PVC lateral pipe, ,c , 4F, soil barrier fabric, and partial l 1 x soil backfill, looking east. C ^� " \'• ' -k . Trench #2 is similar installation. t 4," i " .4 t : ' t- w 460 . �"r,y, f •' h , z View of d-box, 4" PVC header ' •' '. +.;% "“^� ` LA :, pipe, and trench laterals, work �Y ( l ` , • in progress, looking south. r- Ca , n 4~' L T� if �. * . ;`, View of distribution box, 4" PVC header pipe, absorption trench #1 ,,". " ' �i "�. M t t (left) and #2 (right) , looking Y. . .` - x • .,0 east t k7- � � ,•. �. Trench #2 @ 90 degree bend J _ y rf " ' "* *-� (map node 3) . - a ' ' KEVIN L. HASTINGS, PE 3 Jackson Avenue So. Glens Falls, NY 12803 iitli �`w' '`Y�� r'' k fi : j ?, r?-4 20 Mayflower Lane `J �r �" Y, ..• .1 ► (T) Queensbury, NY . ' 1 ,y r 7'! Y .' .*;r:i tit lam irt "7.�+ '.� .. „,,fin -'ty,1,13, y` f -I..k , ,,, • ` , . ry 11)k'".. r .F.. r. ' View of 4" PVC vent manifold �1 '.;�•:''''' `i t ' r�, \ ' •� #P' ' pipe, connecting trenches #1 and r r r`t'\R `' .. �`� .1 ',,*�' �` ';� ~,'=fl #2, with partial soil backfill . 4 ' ' ,5;,,,'" *. t dry .F.- Ty .,, '�` '�~ \r. ' ..' N,, Trench #2 @ 90 degree bend ` 4 ' :i,t''"' :fir_+ kT ' , c - (map node 4) + r. .. is ,� :l_ i' r::,$ `~• - .,i-. `._; 4,ti+ ��},, 1] J' 0 „„ LS .I.,', ,..,,t),,,.` t s.-I. I; ,..N'itt ' ,. t-7..,„.. II i ,, ,,'"�37 �,: "), /- View of 4" PVC riser pipe, ,f'�- litiOt„, �r� ,; � ' 41' absorption trench #1, and 4" PVC ;a ... L a %-;,' • manifold pipe with partial soil backfill, looking west. ' \Xir ' i • Y r ` 71 L. > ter ,. .m l,*�a-'"/,, 1 r {��rp f it l d' . f • Jam' r. ' "" td. _ .V~k a ! `s4r F. View of 4" PVC riser (map node 5) , -‘- '''.4.*,.. ' -'' a'- ! / "Sweet Aire" vent filter. '" mac-, r - __..- ^lr .. 04 N 4 _.,7%¢ . '* �( ;" ; ',, " g1,:.tj,'. 1 .4. KEVIN L. HASTINGS, PE kiv J '4 l 1. ':.�,:1' �/'s_.: {Sit 3 Jackson Avenue So. Glens Falls, NY 12803 • 20 0 Mayflower Lane —' ,I : , ;`=_-e• '',, ,..- ('I) Queensbury, NY - '6° :' e.`. 5r - . •;l•.:e`� .mil:tf;n ,',' %. CP:`r' z.. .g { : ri; � xr ;; C_ a 44:fr;3e. �..(:. - ,.,•,y'•1;li ;J:•,.�•,,i' "';5'a▪:d• ',c ''W'a4'h1.- i, -1,..-.J:Jrrre,;•,;,l lr'r,,', 'a.`.0 kr:4 -o..}'!}-'7ra K a,,,r,M,`rr ` Lam, '' ;14:o '!" Ly �r,.. .i?{s.,,..,,«a-`r+ • c,i'� r'!t '�! - 7 t.,;1,,;.ii:'c .-',E' ' ' :• t`f 4,7X,t -;:,,•>k:}t: . - >_ .,1:I, ` '1',,$- ,.;,;.,�.,:i•' `--4 • View of completed work, looking it=:�,�; t. - .;r'�},. 4. •; - : s ',., .• 2: . south east `.M1��.. '. . 7`; „ �• fit.;:...AI i„�;c, 3 7.;x•t?a� •' �•:. Let`:`Y y:?.•-,!•O ti ....."''.):'''.‘:'';,'W '"'''''':,40..': —1:,'":11,,P,.,,":'.:''''! 3'' ( '")'3`-` ip,-- r,- --,—- ... 7. ..,--?;,::,_.,',,,q,:,, ,t17,,,:!,..,,,,lic'o,;,,'. 0.101 •tpti - '':rl' 1tZj1N� , G „; i,',..,II:.i..i.4.F.I1 , I • '•• 1. 1:'1I'".4',''N1:-.11-4"ki$: clit 4.;,, -,..),N • ' ....-0,1:AV ' =i ! ;r,•:,•,,C;',.4.I'll,',g4r\f.• 1 -' A )•••• t t ��. )z^:. kl,. t aki'"s' f ti 33•11•• �-r . • k'ti, ,' -4 * '••:_� ',';�z'1 t�;P 5 '--ri •, _' ":; View of completed work, looking ..1:;''''Vr71:VALW;"1- L---I j. ' :l'i''''',V".1'7..."' r ,- 4. north west . ;gyp tv4 it;,-_,"-, ,r>' ;:;$ & ,, , r s','• Y t�5s a'. •�..t.s) Ka:3tc tU 'i4 �,. ','`-,+,.,F ' i`1 r f °'''dli A,t t-p • :i�.1 � �4�t,�- )])���� •a Qr7 r t F .':04 4,''!, f,., r f•J'' :.w� 7, yf'f4t!4j: • .......„;:.;:.:... •�;�t•c-"'f *4r (" r ,1/4:11„, L ..f} test ,.^1 5::. - . 1 fe ' A�/I 1• 4 ; h'7i. , e „t £� %l ."- L�. 'r 3i^ ,'. z h —A?, >~}• View of completed work, looking a.T}'y f s `t • Na, �'�,5 .tea `� �• ?LaR tit :� l a Ff� '. `' West ,,,, 1 ,:) , li t� ,_�� ,' - �• _ 2 -,r, a `, '� KEVIN L. HASTINGS, PE 3 Jackson Avenue So. Glens Falls, NY 12803 NOTICE TO OWNER. • SEPTIC SYSTEM OPERATIONS LIMITATIONS 1. The best designed and installed septic disposal system will eventually fail to function properly without THIS SEWAGE DISPOSAL SYSTEM HAS BEEN CONSTRUCTED WITH AN EFFLUENT FILTER sewage(bock-up slntoe then home and/oate r sewage overflow ic tank sonto nce sthe on result lndn surface. The faluhe rektond IN THE SEPTIC TANK. YOU MUST CHECK THE FILTER ON A PERIODIC BASIS AND trench aby dean a Resole tano ea mely reale Ie clogging of the sot that surrounds Ne absorption 13 trench by overflowing lids t removed by the septic look. a PERFORM CLEANING AS REQUIRED FOR PROPER FUNCTION. SEE NOTE#15. 2. The,sewage disposal system was intended by design rovide subsurface sewae disposal for a ��°, typical single family dwelling. Na additions involving living sleeping y be added to the dwellings without the approval of the Code Enforcement Officer and the system redesign by a licensed a Professional Engineer. The seal and signature an any drawing specifically excludes certification for future expansion or field replacement. 3. No sump pump,water softener backwash.spas.hot tubs.whirlpools,or condensate waste shall be drained into the system. 4. Septic tanks shall be inspected annually to determine the scum and sludge a mutation by the homeowner or a qualified septage hauler. The amount of shallp noted of each inspection shall be recorded and maintained in record book. The septic tank be pumped whenever the bottom of the scum layer Is within three tm inches of the bottom of the outlet baffle or tee,or the top of the sludge Is within ten Inches of the bottom of the outlet baffle or tee. The pump-out clearances also apply to // any chamber In multi-compartment tanks and to any tanks In series(I.e.pump out all tanks/chambers any tank or chamber falls the minimum clearance). Most tanks should be pumped out every two stoliw years. _ • ` n 5. When septic tank is pumped,the septic tank Inlet connection.baffles/tees.house sewer connection, if ill ...... outlet connection,and effluent cartridge filter shall be Inspected. Any baffle or tee that have deteriorated and no longer perform as designed must be replaced. Cracked or broken Ilnes must be repaired or replaced. o .- 6. Any company employed to dean and service the septic tank and system,must be a permitted Z septage hauler,with valid standing with the New York Slate Department of Environmental Conservation office. Septic tanks should not be washed or disinfected after being pumped out. 4. 3 BEDROOM7. Septic lank additives hious hold not be useda in the septic system.ludgAdditives areunnecessary f for the proper operation absorption fled.re and may cause the sludge and scum in the septictank to be 0 discharged Into the of excess field.oldu grey in d atuin the se. RES/DENCE N 9. Do not disposetiof excess household grease and fat In the septicsystem. \ O 9. Whenever septic tanks are to be abandoned(i.e.when public sewers are installed to handle household wastes),the tanks shall be pumped out and refilled with soil to prevent future collapse. 1'x' 10. Do not pour r dump chemical cleaners(i.e.ammonia)In the sinks or toilets. E {in TRANSITION 3"PVC TO 4"PVC It. Do not discharge roof drains,or allowrstormwer runoff to collect o the absorption field area. • 12. No vehicle parking or traffic shall be allowed on any portion of the sewage disposal system. O j 13. The sewage disposalsystem is designed for domestic wastewater only,nth the design of the B absorption field on the projected flows. Any use of the dwellings that has a greater discharge of wastewater flow than designed will require a redesign of the disposal system by a licensed Professional Engineer. 14. The stamp seal and signature of the design engineer Is for the intended use only,and any change of use invalidates the seal. \,......___Iz a� APPROXIMATE LOCATION OF EXISTING LAID STONE 15. The effluent cartridge Nler shall be checked and cleaned if necessary during each inspection of the Qe _ septic tank. A written record of the filter cleaning is recommended so to better monitor the amount of "Or CESSPOOL,DECOMISSIONED&BACKFILLED WITH solids!topped in the filter cartridge. 8.c2 / • © .11 ` COMPACTED GRAVEL,ABANDONED IN-PLACE O N.E.CORNER OF FRAMED DWELLING 7. ElJ ®= S.E.CORNER OF FRAMED DWELLING 90a 4"PVC ` ' G A El90° NODE ITEM A B ra 1 SEPTIC TANK - OUTLET 30.0' 28.5' 90°I=�1 a i Icl ___ M Y 1,000 GALLON"SNYDER"POLYETHYLENE SEPTIC TANK, 2 D-BOX 25.8' 42.3' - I i 04 4"PVC INLET BAFFLE,4"PVC OUTLET BAFFLE 3 90' BEND - S.W. I EFFLUENT CARTRIDGE FILTER(SEE NOTE#15), 22.5' 46.8' �i I 4 END OF TRENCH - S.E. 55.1' 76.9' 8.0' ' 4"PVC OUTLET PIPE,AND GRADE ACCESS COVER 5 VENT RISER / FILTER 62.0' 79.0' Id!st 6-OUTLET POLYETHYLENE DISTRIBUTION BOX µ w/SPEED LEVELERS IMPORTANT NOT.0 I LJ LJ a 1 o- \ IIc © CONVENTIONAL ABSORPTION TRENCH SYSTEM DO NOT DRIVE OR PARK MOTOR VEHICLES \-- __ 2 LATERALS,16 ELJEN B43 MODULES,TOTAL=64 LF ON THE DISPOSAL FIELD INSTALLED CAPACITY=330 GALLONS(PEAK)PER DAY u,5 DRIVEWAY AVERAGE DAILY CAPACITY=220 GALLONS PER DAY v • WARREN COUNTY TAX MAP 1227.6-1-6 .' 3 BEDROOM RESIDENCE 20 MAYFLOWER LANE c5 4"PVC RISER w/"SWEET AIRE"VENT FILTER �pF Ngy TOWN OF OUEENSMURY COUNTY OF WARREN STATE OF NEW PORK 36"ABOVE FINISH GROUND hP�`'LSy°v REPLACEMENT �E DRAWING NOTE: `) e. < V.A �I !I "'''J ON-SITE SEWAGE DISPOSAL SYSTEM THE ASi.2 -BUILT DIMENSIONS SHOWN WERE DERIVED FROM ACTUAL MEASUREMENTS DURING 2 NO.076289�1- • AS-BUILT ° PLAN CONSTRUCTION WITH ACCURACY SUITABLE FOR OWNER'S USE. THESE ARE NOT SURVEYED `rnrik..'='�I'�•f •_, DATE: 10/18/23 (SCALE: NONE DWG.NO.: 20mayflower.dwg a DIMENSIONS. THE MAP IS NOT TO SCALE. itrvbv I,. 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