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SEP-0431-2023 SEPTIC DISPOSAL PERMIT office Use only APPLICATION Permit#: tC-P ' Zo 2-� Toxin ofQueensbury Permit Fee:$ Invoice#: 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 www.aueensbury.net Septic Variance. o Flood Zone?a Wetlands? aiedRy rl Project Location: SS i r'k a, E- hUL 14 2023 Tax Map #: ��9. 5 ( — _._ URY TOWN OF OUEENS13 RESIDENCE INFORMATION: BUILDING&CODES Year Built Gallons #of bedrooms: X gallons per =total daily flow per day bedroom Garbage Grinder Yes No 1980 or older 150 Installed? (choose one) ❑ 1981-1991 130 Spa or Hot Tub Yes No 1992-Present 110 3 ' o Installed? (choose one) ❑ PARCEL INFORMATION: Topography Flat Rolling ❑ Steep Slope % Slope Soil Nature b4Sand ❑ Loam ❑ Clay ❑ Other, explain: Groundwater At what depth? 5 2" Bedrock/Impervious material At what depth? >a-(Z t Domestic Water Supply Municipal ❑Well ❑Lake (if well or lake, water supply from any septic system absorption is ft.) Percolation Test Rate: per minute per inch (test to be completed by a licensed engineer/architect) PROPOSED SYSTEM INFORMATION: Tank size 1,60D gallons (min. size 1,000 gallons, add 250 gallons for each garbage cylinder or spa/hot tub System Absorption field w/#2 stone Total length 15 ft.; Each Trench V0 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 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): J Mailing Address, C/S/Z: 669 2c og c�& r� Cell Phone: 51? -$fir -Y�-i Z jand Line: 5) ?- 885-73 2Y e Email: J,;ii en-eYJk) cLol.CO, , • Primary Owners : Name(s): 55' sf.. LL C: Mailing Address, C/S/Z: ! OA5- c_ maOk sf L Atlf�IVY IA1*3F Cell Phone: 518- ?W-1.5q(o Land Line: Email: i�2rne/tr�r��l'in� cclfl�c�l� Cacn ❑ Check if all work will be performed by property owner only • Contractor: Contact Name(s): Jamis II fA6,jel- Contractor Trade: -T-enCucA, i[ _Sa int e-s"Kes Mailing Address, C/S/Z: .12 a ak (0, 21 Cell Phone: .�I$ -3-1(©- 9 A79- Land Line: T1r-9 -73)V Email: JimTeh4tl cI< D "i.ca—M "Workers' Comp documentation must be submitted with this application" • Engineer(s)• Name(s): L, ga,S'11rwg, P� Mailing Address, C/S/Z: 3 �aG��on�J�n�� SGF IZZOS Cell Phone: 51 222— 1339 Land Line: Email: I IL Contact Person for Compliance in regards to this project: J`H1 T-M e' Cell Phone: of 37p- Land Line: 5 l8 - 98�---)3N Email:. 4firnTeneu��c� aalten. 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: e 6clt SIGNATURE: ,- 1 DATE: Septic Application Revised July 2022 CLTOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY. 12804-5902 Septic System Checklist Tt&-- Plan to scale �5 Received 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) All wells on property and adjacent properties shown Water line shown I,Ll�al or well 10' separation to any part of system `ed Setback to property lines show 10'or more for any part of system lli5—Septic tank and pump stations 10'from foundation, 50'from any well/lake/wetland, 10'from any waterline O/A Septic 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) Septic tank sized for number of bedrooms and add 250 gals for Jacuzzi tubs/garbage grinder each Leech Field 20'from foundation 100'from any well 10'from water line 0 1A Seepage pit 150'from well 50'from septic tank Seepage Pits 3-times diameter apart Septic tank and pump stations over 30 gallons 50'from watercourse or wetland Distance from bottom of trench or system 24"to bedrock or mottling 36"within 1000'of Lake George Leech field 100'from watercourse or wetland I�Toe of mound or bottom of retaining wall 10'from property line, 100'from well, 20'from foundation Provide Engineer/Architect stamp for bed or design systems !4'-D Department of Health Approval for all mobile home park new systems Flood Plain requirements VT 2'above established flood elevation to bottom of system All tanks anchored or 2' above flood elevation ENGINEERING DESIGN REPORT S�S71 p T VILE Cop` FOR C n -� A REPLACEMENT r4 i N SEWAGE DISPOSAL FIELD M O O TOWN OF QUEENSBURY :4-1 TOWN 0 QUEENSBURY fu BUILDING & CODES DEPT. LLI BUILDIN DEPARTMENT Review B o 1°\ S Q Based on our limite examination,compliance � 62 with our comments hall not be construed as Date 3 rl C to - indicating the plan and specifications are in C: W full compliance wi the Building Codes of New York State. TM # 309*15-1-64*1 ,� ` � 2 i �0 � t � L .V U_ o+ � � O Ln Ln Cu MLnLnce NOTICE to Building Code Officer or Code Administrator: This engineering design report and the information contained herein is the property of Ten Eyck Septic Service, and may not be duplicated, disclosed to others, or used for any purpose without the prior consent of Ten Eyck Septic Service. Kevin L.Hastings,P.E 3 BEDROOM RESIDENCE Consulting Engineers 55 RICHARDSON STREET 3 Jackson Avenue TOWN OF QUEENSBURY,WARREN COUNTY,NEW YORK Date: 6/28/23 South Glens Falls,NY 12803 Scale:As Shown Phone:518-222-1338/Fax:518-747-2166 Sheet I of 9 SOIL AND PERCOLATION TEST DATA: TEST PIT- 1: 0"- 18" SAND, GRASS 18"-36" OR. BROWN SAND 36" - 7251+ SAND, COARSE GRAIN NO LEDGE ROCK TO DEPTH S.H.G.W. @ 52" SEEPAGE @ 54" STABILIZED SOIL PERCOLATION RATE: 1 MINUTE 22 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 8, 2023 WITH EXCAVATOR JIM TEN EYCK. USE: CONVENTIONAL ABSORPTION TRENCH DISPOSAL FIELD OF Nett' HASTp �O co 4N � R s No.076269 c7 Kevin L. Hastings,P.E 3 BEDROOM RESIDENCE Consulting Engineers 55 RICHARDSON STREET 3 Jackson Avenue TOWN OF QUEENSBURY,WARREN COUNTY,NEW YORK Date: 6/28/23 South Glens Falls,NY 12803 Scale:As Shown Phone:518-222-1338/Fax: 518-747-2166 Sheet 2 of 9 BASIS OF DESIGN: THE EXISTING SEWAGE DISPOSAL SYSTEM WAS LOCATED AND FOUND TO BE NOT IN GOOD REPAIR. A FIELD INSPECTION OF THE SEPTIC TANK WAS COMPLETED BY TEN EYCK 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: (SEE PAGE 4 NOTE#6 FOR SPECIFICATIONS) 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. REQUIRED ABSORPTION TRENCH LENGTH 330 GPD _ 1.20 GPD/SF - 2 FT. = 137.5 L.F. USE: 3 TRENCHES (DISTRIBUTION LATERALS) @ 46 L.F. LENGTH EACH OR EQUIVALENT TRENCH CONFIGURATION TO ACHIEVE 138 L.F. TOTAL OF NE�y HA.69,,. jp co w 0 a� s No.076269 0` Kevin L.Hastings,P.E 3 BEDROOM RESIDENCE Consulting Engineers 55 RICHARDSON STREET 3 Jackson Avenue TOWN OF QUEENSBURY,WARREN COUNTY,NEW YORK Date: 6/28/23 South Glens Falls,NY 12803 Scale:As Shown Phone:518-222-1338/Fax:518-747-2166 Sheet 3 of 9 DESIGN NOTES & SPECIFICATIONS: 1) THE LOCATION OF THE REPLACEMENT DISPOSAL FIELD HAS 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 PIECES) OF THE EXISTING DISPOSAL FIELDS) 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) THE CONTRACTOR SHALL FIELD INSPECT AND EVALUATE THE EXISTING SEPTIC TANK. THE MINIMUM CAPACITY FOR THIS DESIGN IS 1,000 GALLONS. IF THE SEPTIC TANK IS FOUND TO BE COMPROMISED OR INADEQUATE VOLUME FOR A 3 BEDROOM RESIDENCE, IT SHALL BE REPLACED OR SUPPLEMENTED AS PART OF THIS RECONSTRUCTION WORK. 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. THE CONTRACTOR MAY SUBSTITUTE A CARBON FILTER UNIT FOR THE COVERED VENT,IF NECESSARY FOR ODOR CONTROL. Kevin L.Hastings,P.E 3 BEDROOM RESIDENCE Consulting Engineers 55 RICHARDSON STREET 3 Jackson Avenue, TOWN OF QUEENSBURY,WARREN COUNTY,NEW YORK Date: 6/28/23 South Glens Falls,NY 12803 Scale:As Shown Phone:518-222-1338/Fax: 518-747-2166 Sheet 4 of 9 b 104 110 IQ ONO =0 CD 0 zi CD 0 ;3* 010 >QQ -< tT1 t-j 'TJ (D D;qZ 00 CrQ ?i 00 RFD rfON.D&TANCE$1I hhwellmg . Property Line_: --Ra land'0 25 if.C2St iron, House Sciver Draiii:(1yat tjoints) 25 JO: .10 0 J 3b oflierwise. It . SepticTank.Dosing'Tarkor watertight ETU 50 50 10 10 A w Effluent Linc,to Distfibfition:Box/Dtop Box: 50. 50 10 10 10. Distribution BoxfDr6p Box -100, 400. :20 10 20 Cn Absorotionfield(c)(d) *100(a) 100 10 20 M SmagoTit(d) 450(a), :100 20 .10 20 Z tv Raiscd Systan ok Mound.(d)(d) 100(a). :100. 20 10: Intermittent Sand Filter(d)- 100(a)(f) 1,00(f) 20 to. 20: O 50 5.0 4 40 .10 residual disposal Noft=Witeiboifi6 Systems with ongite 06 50 26 Id. 20 disebarged O Notes., a) NN7h6n-Wastcwatoi7ttdatm6nts.YsW=,aro locited upgrade and in flieditect pattrof surfamwater draina 1,thee osestpartoftlicir'da tQawel 1. tMOqt systqm shall lbe . I i-%*,itigjimisdicti6n:ind.tho.opplii:�a bid�.�SDECregional office: 0 u For alliysterni invoiving t46;placcsncut of fill material,scp#atidn 44timcds are measured froinjitc toe.of th6JsIcpc of the fill;exceptor some shalloWA-isorptibry d) Sepa6tiortdis*qesihall:also be: asdreilfi6 th&,6Aieofthd:d(.�iigriatedaadif�6nhl!as 6 6A (ie�, m0a I r�a reserve area);-.whcn*diIAlei C) Tice closest.part oftlic ivastc�vater'treatmenf system shall;hc located at least.t�y*(SO)feet Dram ny "s upply main,imblia Iya ter a service line dridential'w>oli water service line).: 0 0 Whertintermiftent sand filters are dcsigqcdjo*.;be micitiptlitand collect all efflucrit,the separation..diiianw.ranb6reduccd'to.50feet g) Tholisted-water,,well scithratied distances fr6m,contaminant soufebs-shall.be irtcireascd by..56,1 o.Whcflcver aquifer water waterenters ilie: NVOR at less thad 50-fiat ""o anceshatt be provided t4i'sucll additional measures as need prcyqnt�cqntami1?4iPn.. imi impact on TSfunctionality: Lmbdnt,mcnt:or VM 5t=sin Ifis rccommcn&a'that.systcn%components be located a minimum ok25.feet and the absorption.ticidba.lo,datczl,a nin imuni-of 50 feet onibm an embankmot Pr-very s cep APp Maximize.Sr;tion distafices:and use site evaluation to.avoid-Aqrjcircu.fln to surface(breakoutseepage), CD siviffimiu n6l-NboVeorbel6w&Lufid:it is r6cmnm6h&dffiA 9S.iterncompbuLnits be l6catedzininirfitim:oF20 feet and the absorption field be I&atdd a rftinitmiiti of > �Sfeet from swuimnig pools.4%,Ii-iinikto'separAiii)n.di-,tances and-usd site cvaltiatibit to,minimiZe irnpacts on-OWT§accessibility'and-Am6tibfialiiy. col � x CD ... (-h 0 o �:s > olq r N >✓ Dq to rA Vn CD r�r. W Z D DUAL COMPARTMENT 00 C� (JQ iULL-DEPM,BAFf1E w/PORT(SEE NOTES). SEPTIC TANK CAPACITY k N b 4 INLET PIPE .24'INSPECTION LET PIPE NUMBER OF OEM MWOLUM TANK CAPM7TY&LIQUID S IWACE AREA 00 Y..y COVER(TYP). FL MIN. "BEDROQMS FLOW C!t O Ell —� W/O GARBAGE GRINDER W/GARBAGE GRINDER. 00 I i IF 2 ?20 GPD 11000 27 S.F. 1.250• 34 S.F. ,p y A •ppFl ( A 9 3 330 GPD 1,000 27 S.F. 1.250• 34 SA 1 —. •; 4 4W GPD 1.250 34 SF. i.B00• 40 SF. N •.• "- 5 550 GPD 1.500 40 S.F. 1,750• 47 S.F. CT •%LET&OUTLET'4'PVC TEES MAY BE 6 660 GPO 050' 47 S.F. I 2•DOO 54 SF:. p1 Q USED INSTEAD OF CONCRETE BAFFLES It 'lEl7O1FF 'DUAL COMPARTMENT TANK&GAS DEFLECTION DAME REOUIREO rO W NOTES Y.r.1 PLAN VIEW 1.WiEN GARBAGE GRINDERS ARE INSTALLED AT THE TIME OF HOUSE CONSTRUCttON.A CAS W DEFLECTION BAFFLE AND A DUAL COMPARTMENT SEPTLC TANK,OR TWO TANKS IN SERIES, SHALL BE PROVIDED TO,MINIMIZE THE SOLIDS CARRYOVER TO THE ABSORPTION AREA z EFFLUENT FILTERACCESS COVER (DLSPOSAL FIELD}. FINISHED GROUND w/GRADE ACCESS NOTES) 2-3'MINIMUM ELEVATION DROP THROUGH STRUCTURE FROM INLET 70 OUTLET: A"" -^'!�11r..Z�%t 1� L�!" 4'OUTLET PIPE J,TANK SIZE REQUIREMENTS FOR MORE THAN 53,X BEDROOMS(EQUIVALENT DAILY FLOW)SHALL 4'INLE'T PIPE" 1Y'COVER MAX ,T, 1/8'/FT.MILE. BE CALCULATED BY ADDING 250 GALLONS AND SEVEN SQUARE FEET OF SURFACE AREA FOR 1/4'/FT.MIN SLOPE—� EACH ADDITIONAL BEDROOM. A GARBAGE'GRINDER SHALL:BE CONSIDERED EQUIVALENT TO AN SAPS—� ,,,,, ,,T�l \ ADDITIONAL BEDROOM FOR DETERMINING TANK SIZE. A HOT TUB/SPA SHOULD BE CONSIDERED EQUIVALENT TO AN ADDITIONAL BEDROOM FOR DETERMINING TANK S¢E. ' 6•MIN. 4:EFFLUENT FILTER.POLY-LOM BRAND OR SIMILAR PRODUCT STALL BE INSTALLED 70 THE16'MIN.. 1 SEPTIC TANK OUTLET: EFFLUENT FILTERS WHEN PROPERLY IJAWTAU40 CAN EXTEND THE USEFUL LIFE OF THE TREATMENT SYSTEM. ALL SYSTEMS ARE SUSCEPTIB E TO CLOGGING BY SOLIDS CARRY-OVER LEADING TO PREMATURE FAILURE. A GRADE ACCESS COVER SHALL BE B' PROVIDED FOR PERIODIC INSPECTION&CLEANING OF THE EFFLUENT FILTER DEVICE. yy�• 5. OPTIONAL iMIK POLlE1HlT.£NE TANK PRODUCTS MAY 8E WSTALLFA AS SUBSTIIUiLON FOR THE CONVENTIONAL PRECAST CONCRETE TANK SHOWY IN THIS DETAIL THE Q ( ') POLYETHYLENE PRODUCT SHALL COMPLY WITH NYSDDH STANDARDS W GALLON CAPACITY VV .- RATMC.LIQUID SURFACE ARCA AND LIQUID DEPTH. A DATA SHEET OF THE PRODUCT FSUBSTITUTION TO BE SUBMITTED 10 ADVANCE TO THE ENGINEER FOR REVIEW AND APPROVAL. S' y lam! 6'M(N.CLEAN SAND.^PEA A ALONG WITH CORPORATE DOCUMENTATION OF NYSOOH REnV.. ALL 01HER SPECIRCATIONS UL 0NE.OR WASHED AGGREGATE APPLY,INCLUDING EFflUENT FILTER. CAS DEFLECTION BAFFLE (SEE NOTES). SECTION A—A 0 SEPTIC TANK / HOLDING TANK DIMENSIONS. OF NFI�j� TANK CAPACITY LENDTH WTH INLET OUTLET "H-SMY MALL TOP FLOOR LO MANUFACTURER WFORMATION �•'HAS0 1,000 8'-B 1/2' 5'-0 1/2' 4'-9' 4'-6' 5'-6' 4' 4' 48 FORT MLILFR CO.,SEAMLESS , 1.250 10'-2' 5-3' 4'-0' 4'-6' 5'-B' 3' 4' 4' 48' FORT MILLER CO,SEAMLESS• (/� ,11N 1.250 71'-0' 6,'-0' 4'-3' 4'-0' S'-5' 6' 8' 6" 39, FORT MILLER CO,HEAVY DUTY" Q 11-0' 6'-0' W-I' 4'-10' 6'-J' 6' 8' 6' 49' FORT MILLER CO..HEAVY DUTY" W ZOO 13'-0' 7-0' 1-9' 4'-6' 5'-11' 8' 6' 6' "45' FORT MILLER CO,HEAVY DUTY'• O �s No.076269 $500 13'-0, 7'-0' 5'-9' W-6' 6'-11' 6' 8' 6' 48' FIXi'T MILLER CO,NEAW MIT(" cn Ep d 4000 17'-0' W-0' 5'-1" 4'-10' 6-2- 6' 8' 1 6' 1 57' FORT MILLER CO,HEAVY DUTY" 'nf CT tv CD w CD N 'PRODUCT: TEIE FORT MILLER COMPANY,INC. SCHUYLERWLIE,NEW PORK C1 � cn SEPTIC TANK / HOLDING TANK. DETAIL '-ft N N.LS �D i'1 O GCD m Ln +) O 00 � 0Q r N ITI W rrl QQ 00 O r-•+ w 00 J N FINISHED GROUND EACH CUTLET PITIED NON-TRAFFIC RATED ,.1,��-,-;�i 1 , 1;%11 J1'7 tlATH SPEW LEVELERS STRUCTURE 0% O W 12'COVER MAX 1 1/2•THICK ALL SIDES to I -•.; ! r.r•' 4'OUTLET PIPE 4'INLET PIPE "='�"a•:`•�: �:✓ '�=;. 4'OUTLET PIPE 4'�INLET PIPE 1/8"/FL IIIN. 1/�80'PE FT.MIN. BAFFLEw i- I� �OPE� �'�• MIN. BAFFLE SLOPE. ^-�� ___ _ 2'MIN SUMP • _ m O •r12'�MIN.COARSE 5aN6 � ; ! ; 1 G' 7 WATERTIGHT OR PEA STONE OUTLET(TYP-5) G a JOINT(TYP) FY iY$�' . t 4'KNOCKOUTS GROUT I�lNUS WMDPE PIPE SEALS PRODUCT. FORT MILLER 12 DISTRIBUTION BOX,OR EQUAL t•-B' z SECTION A-A PLAN VIEW DISTRIBUTION BOX DETAIL xrs. 0 MATERIAL SPECIFICATIONS_ SCHEDULE ITEM 512E MATERIAL SLOPE y �T� SEPTIC TANK SEE DETAIL PRE-CAST CONCRETE as Q O DISTRIBUTION BOX SEE DETAIL PRE-CAST CONCRETE HOUSE TO SEPTIC TANK a' SOLID PVC SCH-40 1/4-/FT.MIN. n f.y A Z SEPTIC TANK TO D-BOX 4" SOLID PVC SCH-40 I/8'/Fr.MIN. `yco D-BOX TO LATERALS 4' SOLID PVC SDR-W 1/8'/FT.MIN. CD LATERALS 4" PERFORATW PVC SDR-35 i/18'/FT.MAX rn ' Q�NFEFl r00 N N � � w v, o LANDSCAPING: 6" MINIMUM N w cD W NUMBER do QUANTITY AS REQ'D TOPSOIL w/SEED & MULCH N 0 ( SEE BASIS OF DESIGNCD ') w p GROE TO ORM ► y Oy ORIGINAL GRADE00 �0� X F� mill" W'11-11 C) !, 00 ti 0 1 TO 60 MN/INGH PERCOLATIONDEPTH RATE [J ABSORPTION TRENCH 4•_p+ 2_pa .- (SEE TYPICAL DETAIL) MIN. MAX SEPARATION: 24• MINIMUM DEPTH TO It BOUNDARY CONDITION: GROUNDWATER, BEDROCK, OR IMPERMEABLE STRATA � BOUNDARY CONDITION ,O W /r+ NOTES C� O 1. DO NOT INSTALL TRENCHES IN WET SOIL.. 2INSTALL TRENCHES PARALLEL TO CONTOURS. I rC a 0 INSTALL TRENCHES AS SHALLOW AS POSSIBLE WHICH MEET THE ABOVE NOTED MINIMUM DEPTHS. c 4. RAKE SIDES AND BOTTOM OF TRENCHES PRIOR TO PLACING GRAVEL, G 5. ENDS OF ALL DISTRIBUTOR PIPES MUST BE CAPPED. zcn ABSORPTION TRENCH SYSTEM DETAIL 0 y 00 �5�?41'f a5'T,QT ,tri O KLe Ccn �a z `�f O c ° 14� m � m ER* 0� d 00 � O N t"h O 00 N � � w t:t on CD M- 2t �• .. 4� 0 N w gl W L.��__� _ ORIGINAL GROUND OR tJ �- c. y 24 I PROPOSED FINISH GRADE 00 7yQrQ y "� �1 �_ /TllTl7YTl1Ty'TJ77lT/ �,, 2" OF STONE ' BACK FILL 6" TO'12" t PERMEABLE GEOIEXALE i EARTH BACKFILL >c b OVER PIPE MIN.�✓l, 1 PIPE JOINT 00 oW o�~o PERFORATIONS (DOWN) v y 4" PERFORATED !' �` PIPE r { 12" WASHED CRUSHED ° a N Q 42" MIN. E STONE 3/4" — 1 1/2" PIPE SLOPE 01/76" TO t 6" OF STONE '�� �., , OR WASHED GRAVEL MIN., 5 f. Ky 1/32" PER FOOT ON UNDER PIPE MIN., ��if ' � UP TO 16'MAX. 0 UP TO 10" MAX. Z 24" MIN. UNDISTURBED GROUND j LEVEL TRENCH BOTTOM UNDISTURBED GROUND 1 1 tz O SHWf/LEDGE ROCK ! rrrr ........... � x0 h- SECTION. VIEW TRENCH PROFILE NOTE 1. DO NOT INSTALL TRENCH IN WET SOIL. Z 2. INSTALL TRENCHES PARALLEL TO CONTOURS, 3. INSTALL TRENCHES AS SHALLOW AS POSSIBLE WHICH MEET ABOVE'NOTED MINIMUM DEPTHS. C� ~ 4. RAKE SIDES AND BOTTOM OF TRENCH PRIOR TO PLACING GRAVEL OR STONE. Oj 5. ENDS OF ALL DISTRIBUTOR PIPES MUST.BE CAPPED. yzC 6. SLOPE DISTRIBUTOR PIPE ®1/16"— 1/32" PER FOOT. ABSORPTION TRENCH DETAIL - TYPICAL N.T.S. 0 a Q iC p � C) p�- 9 C° CONFER* lz � co) N O 00 N � � W U)0 -0 m CKM r�X z rri M ;u D �o m O c� r� nr o rm O cE KD D;u z X m c) Z (n 0 DO rr C �Z D� r X rri Z � 0 O �m "rl � m� 00 K G7 mD Dr C � D m X K m� Z D U).:° r 0 z z m OD N (A Z 0 z 0 O c m m z V) c 0 O c z 4 0 Ti D rn z D --r rn O rn z 0 0 =o >0 03 _ z :t7 a �m w m� o m co _w. 5 n I m Z 60ZL uoi}oas look uoi}oonP3 a}o}S ; io), M,9N ayi }o s}uauaaainbaa ayj y}iM /ldwoa Iloys louoissa}o_id buiaa410 ay, `paiailo Jl ADAA Xuo ui IU@wnoop sly} Ja41D o} ao/an_mS puoq }auaaxa ao aaaui6u3 louoissa;oad o }o uoiloo_iip ay} iapun 6uiloo ssalun `uos_aad �uo ao; Z 60ZL uoijoas Mod uoi}oonP3 a}o}S �JO), A,GN ay} ;o uoi}oloin o si 41 — ONINddM mx Xz 77 Q -- o o 1 z . 1 - - ------ --, III � i ----- -------- -- ---- '0 :z� uLo o 0 t rn 0 .'i�1 o I o� O .rl y o O0 04 0 r4 Wz m D O If Co-q v _x zFn mz z 00 KL4m zD moo 0 m m c-um mz-zI 0 z0 mNr rn rn ;o @ U 0 01 �D 0m 0 0 D r 11 W 00 m rn U) 2 In II 01 eR* r � m�,�m Z < ADZ Dnr, NOD zV) Arno �zcn Dr, m N 00 0 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 August 9,2023 Mr. Mark Smith Code Enforcement Officer AS B U I LT 742 Bay Road �' c Queensbury,New York 12804 Re: Sewage Disposal Field-Engineer's Certification TOWN OF Ol.UL-ENSSURY 55 Richardson Street ,- a. :-BUILDING CCODEES Dear Mr. Smith, The construction of a replacement sewage disposal field for the residence at 55 Richardson Street (TM #309.15-1-64.1) has been completed. The installation was completed by Jim Ten Eyck of Ten Eyck Septic Service,who was 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 June 28, 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 August 8, 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: - contractor installed 50 ft. trenches, for a total of 150 feet of"stone&pipe"trenches; - 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 field with location ties to the dwelling is attached for your records. If you have any questions or require additional information,please contact me immediately. Sincerely, Ur-MO6. Bet Q6� Kevin L. Hastings, PE a;. 55 Richardson Street (T) Queensbury, NY �l J: Installation contractor 1ENErcK Ten Eyck Septic Service Sys '' • =_•„�',.. . View of existing 1, 000 gallon concrete septic tank inlet cover, showing existing intact concrete inlet baffle and 411 PVC house drain. View of existing 1, 000 gallon U _ `'_' �'�`'. ;° a -•;d concrete septic tank outlet (map node 1} cover showing .74` ;` existing intact concrete outlet baffle and new 4" PVC outlet pipe. + KEVIN L. HASTINGS, PE 3 Jackson Avenue So. Glens Falls, NY 12803 �:" ��° :'� ,'�• 5 Richardson Street (T) Queensbury, NY G:: .;•;:;r1"';C - : ,pia•. ie ?�•` 'r' ��K �� -:+��;,.� At v View of septic tank, 4" PVC tank outlet pipe, and 90 degree bend, work in progress, looking south _ , ', ':'T''•C'"'\`n' 1 _ r to dwelling 3 At ',;•, }r .:r:'- : :: ,• r err;,=•, �i 7r �+�;4"-Z :-•7y--r-fir �f.'raj(='l•., i :J,-},f: %' View of septic tank, 4" .PVC tank z outlet pipe, and 90 degree bend, ! s 3 work in progress, looking east to d-box. View of 6 outlet concrete "Pallette" distribution box (map node 2) , with inlet baffle r and speed levelers installed. 1' � ;.• Liquid level test PASSED � l 71 , ;,.r• KEVIN L. HASTINGS, PE 3 Jackson Avenue So. Glens Falls, NY 12803 WW55 Richardson Street (T) Queensbury, NY T' •f ... .y � F S l•i.�K ry l View of 411 PVC header pipe and absorption trench #1, with 50 feet 411 PVC lateral, 90 degree bend, aggregate crushed stone, h soil barrier paper, and partial ' .k soil backfill, looking east . ?„ d, View of d-box 4" PVC header Ail es and absorption pipes i trench #2, j with 50 feet 4" PVC lateral, / ka`• flit �. r •"` + � '' `_ aggregate crushed stone, soil barrier paper, and partial soil backfill, looking east . r--zrar�-.rc� arm—s--�---•rA y h � l.TF • i,�_t View of 4" PVC header pipe and absorption trench #3, with 50 r _ •}" � feet 4" PVC lateral, 90 degree bend map node 3 aggregate crushed stone, soil barrier `; `-.% ,s. f .r,,-`f'-•,:,/:r.., rr,, _:-,•1�_-"'.!►1� +1,'_i _.,4_.:".� ''' paper, and partial soil backfill, looking east . l Y _•'✓u;,r :ry.Y,:''fir hJ •ti-.•�y�'r' T',Y KEVIN L. HASTINGS, PE 3 Jackson Avenue So. Glens Falls, NY 12803 55 Richardson tree s '•',3'� };i< •w�°','.:'�•� .r's.. (T) Queensbury, NY 1,_ Al View of absorption trench #3 , 50 feet 4+' PVC lateral, with 4" PVC end cap (map node 4) , aggregate crushed stone, soil q. • barrier paper, and partial soil q backfill, looking west . u' 3 rti fTaF,'tt��yt'.{S�,.5,,�•4'+,"?.3r ,, �,, +r'. ... y,� i r.u!Y.�t•:;�'f''�dP•i'}' �;tq;`., v� "Ps-, .��. View of absorption trench #2, 50 feet 4" PVC lateral, with 4" =�;r�, a' <�r:• '; - -' PVC end cap, aggregate crushed stone, soil barrier paper, and partial soil backfill, looking k'4•'�kxt 't�� west. - i�'�Y,h�...8.: .is. , r� Fie-.• _�,�� IF • ' View of absorption trench #1 50 feet 4" PVC lateral, with 4" PVC end cap, aggregate crushed stone, soil barrier paper, and partial soil backfill looking west . is jY�' ��t,`r;y•!f►f�,�3['�u. . ' ;* 4 - '•< KEVIN L. HASTINGS, PE 3 Jackson Avenue So. Glens Falls, NY 12803 55 Richardson Street (T) Queensbury, NY Y View of d-box, 411 PVC tank =� �. ..•,. :F outlet pipe, and 4" PVC header � r i r. /µ���y,`' pipes, looking north. ,�:'�,�. =ram= s.,.•'� .,'�. sl(r!-. f rare 6'.;y'�1:''.•{`� CE;�.,i: r...:�s-r t-.•t,.ry�f''ir'JT �\ r '1. tt ti .;• 4 C,,.,ri,�:�1`�i_ 1':?.•S•,...'11;,'�'C"i! ..��_'.;'r$"'. �r•��, Ga+?Y� "'_ '`'� r�.�•.�"..... :rP r'�4"jF-•'it£',aN. ,•a`. fe'-�• ;�'jR �u�� �',t,::�.t!G.�°...,V.>:�'�'.`:..�,lin'.�:_`.n�iE„K.',�....:-•..:4'r�.=.`usai.4;�� View of d-box 4" PVC tank. outlet pipe, and 411 PVC header pipes, looking south. Al �• rs�*5;+•+1`�"�5',t�'✓ a Win., 7� 2, }�� .,r�i re'r'e'..y'','i pr,a�~�f� '"",r Rf �7 r•�E . �';� r'�!'rtr.•'.TLy�".�+rr!' sf• ,'s t �'1:'i;^„J.,�� { •f�g"ii�i A-•t�. �� r e t ram`• F��-11• r_ i.7 � •• «. �i '.Yj ill L,� .�'" �-,�!' y View of completed work, looking south east �17jI`.``r,'`l1 ..,v-^' �lp'1 dl. �'�• a9 ea 1 KEVIN L. HASTINGS, PE 3 Jackson Avenue So. Glens Falls, NY 12803 SEPTIC SYSTEM OPERATIONS & LIMITATIONS 1. The best designed and installed septic disposal system will eventually fail to function properly without adequate mainlenence. Inadequate septic lank maintenance canesull in Jagging of the tank and wage bock-up into in.home antl/or sewage overflow onto the­,It surface. The failure to - periodically else,a septic lank commonly results in Jogging of the soil that surrounds the absorption ee trench by o 11—ing solids not re -ed by the septic lank. 2. This replacement system was mended by design to provide subsurface sewage disposal for a typical ., single family dwelling. No additions Involving living or sleeping areas may be added to the dwellings without the approval of the Code Enforcement Officer and the system redesign by a licensed Professional ' Engineer. The seal and signature on any drawing specifically C-ludes certification for future expansion or _ field .pl.ee—t. 3. No sump pump,water softener backwash,spas,hot tubs,whirlpools,or condensgte waste shell be AI dralned Into the system. IV 4. Septic tanks shall be Inspected annually to determine the scum and sludge accumulation by the homeowner or a qualified septage hauler. The amount of build-up noted at each Inspection shall be CONVENTIONAL ABSORPTION TRENCH SYSTEM ecareea ana maintained n° cord book. The septic tank shall be pumped wh....•.r the bottom of the scum layer is within three rinches of the bottom of the outlet baffle or tea,or the top of the sludge 3 LATERALS,TOTAL=150 LF m within ten inch.,of e bottom of the au8.1 battle or tee. The pump-eat Clearances Is.apply la as INSTALLED CAPACITY=330 GALLONS(PEAK)PER DAY y crs hamber in multi-compartment tanks end to any tanks In series(i.e.pump cut a1I tanks/chambers eon as any fork or chamber fads the minimum clearance). Most tanks should be pumped out every AVERAGE DAILY CAPACITY Cc220 GALLONS PER DAY "°e`°""°rC° 5. Men septic lank Is pumped,the septic lank inlet connection.baffles/tees,house seconnection. and lank outlet co,ection shall be in spec led. Any bell,or lee that hove deleriaroled and no longer perform as designed must be replaced. Cracked or broken lines must be repaired or replaced. 6. Any company employed to clean and service the septic fork and system,must be a permitted _ septa ge hauler,with valid standing with the New York Slate Department of EnMronmenlal Conservation office. Septic tanks should not be washed or disinfected after being pumped out. 7. Septic tank additives shall not be used in the septic system. Additives° unnecessary for Ue 6-OUTLET"PALLETTE"CONCRETE DISTRIBUTION BOX proper operation of household system,and may Cause the sludge and scum'in the septic lank to be g discharged into the absorption field,resulting m premature failure. w/INLET BAFFLE&SPEED LEVELERS 6. Da net dispose ar excess household grease and rat In ,apti,system. 9. Whenever septic tanks are to be abandoned(i.e.when public se a Installed to handle household wastes),the tanks shall be pumped out and filled with sod to pravenl future collapse. 10. Do not pour or dump chemical cleaners(i.e.ammonia) onia)In the sinks or toilets. 11. Do not dlscharge ,of drains,or allow storm,,te'r runoff to collect on the absorption field are a. v 12. No vehicle parking or traffic shall be allowed on any portion of the sewage disposal system. 13. The sewage disposal system is designed for domestic wa,lewaler only,with the design of the absorption field on the projected flows. Any use of the dwellings that has a greater discharge of 6' TYP. wset...ter flow than designed will require a redesign of the disposal system by a licensed Professional 3 Engineer. 14. The stomp seal and signature of the design engineer is for the intended use only.and any change of use invalidates the seal. Lu EXISTING 1,000 GALLON CONCRETE SEPTIC TANK, 100 50 L.F. 4 INTACT CONCRETE INLET&OUTLET BAFFLES, -------- ------------- ---- - a --------- ------- ------------------------------------------- a w/NEW 4"PVC OUTLET PIPE z 4" 50 L.F. ———————————_---------------- - a I 50.L.F. --_-_--_-_- -� ; - END CAP-TYPICAL I 1 26' 3 BEDROOM dio OA CCN.E.FRAMED CORNER OF DWELLING RESIDENCE Q P MIKIP®IRTANT NI)TE - ®= N.W.FRAMED CORNER OF DWELLING P O R C H DO NOT DRIVE OR PARK MOTOR VEHICLES NODE ITEM A B __---------��---- 1 ON THE DISPOSAL FIELD ------------------- 1 SEPTIC TANK — OUTLET 44.8' 29.0' D R / V E WA Y 2 D—BOX 42.0' 33.0' sE 3 90' BEND 46.0' 38.2' WARREN COUNTY TAX MAP #309.15-1-64.1 ev 4 END CAP — N.E. 1 38.1' 74.5' 3 BEDROOM RESIDENCE 55 RICHARDSON STREET OF N,p TOWN OF OUEENSBURY COUNTY OF WARREN STATE OF NEW YORK E DRAWING NOTE: ~,` r"�x REPLACEMENT ON-SITE SEWAGE DISPOSAL SYSTEM THE AS—BUILT DIMENSIONS SHOWN WERE DERIVED FROM ACTUAL MEASUREMENTS DURING a °°�� °AS-BUILT ° PLAN CONSTRUCTION WITH ACCURACY SUITABLE FOR OWNER'S USE. THESE ARE NOT SURVEYED DATE: 8/9/23 SCALE: NONE DWG.NO.: 551ichardson.dwg 3a DIMENSIONS. THE MAP IS NOT TO SCALE. REVIN L. HASTINCS. P.E. roserrnvr.rs'rnrrp SHEET 1 OF 1 LIC.NO.076269 a dAasox Aw —111—FA x[w rowc lzwn re .w -*AgR � SoN T. 4100ILT 1� T( ) &ume&ft_ s 6ury NY $ $ 23 SEE REPORT NOTE 6 rlrrrwninnr� i� w�.r1 iivry yr �ni # �;i iii !i� DISPOSAL FIELD, TO BE ABANDON — (SEE REPORT NOTE #2) I t LL�J I I __ � C3 absor or enc I I I 10' MIN - I I L A WN __ W O O D11,1000 �J Vp Zp�j '�2r►tiati i� �'Vi CE, 100' MIN W o4J` W 3 BEDROOM RESIDENCE I I 20' MIN o P Q I I I I I 0 SA RN DRY VFwe v 5 *90T SCALE*TO