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2024-0439 Office Use Only SEPTIC DISPOSAL APPLICATION Permit#: 202A--0It•61 . TiTfl 5 - Permit Fees Town of Quecnsbury 742 Bay Road,Queensbury,NY 12804 AUG 19 2024 Invoice#:( 110 WIV P:518-761-8256 www.queensbury.net Flood Zone? TYPE: • N TOWN OF OUEENSBURY Project Location: 25 SWEETBRIAR NE BUILDING &CODES Wetlands? Y 61 Reviewed By: Cl—-A Tax Map #: 301.6-2-49 STRUCTURE INFORMATION Garbage Grinder Yes No Year Built Gallons #of X gallons per =total daily flow Installed? n Per day Bedrooms Bedroom I I 1980 or 150 Spa or Hot Tub older Installed? 1981-1992 130 1992-Present 110 4 110 440 PARCEL INFORMATION TOPOGRAPHY I Flat Rolling Steep Slope % Slope SOIL NATURE I Sand Loam Clay Other, explain: GROUNDWATER At what depth:6' + BEDROCK/IMPERVIOUS MATERIAL At what depth:6'+ DOMESTIC WATER SUPPLY 1/ Municipal Well Lake (if well or lake, water supply from any septic system absorption is feet) PERCOLATION TEST Rate: 1-5 per minute per inch (test to be completed by a licensed engineer/architect) PROPOSED SYSTEM INFORMATION TANK SIZE EX 1000 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 ft. Each trench ft. Seepage pit w/#3 stone How many: ; Size: Alternate system Bed or other type: 15 X 35 BED Holding tank system Total required capacity: ; tank size: ; # of tanks: Septic Alteration Application Revised May 2024 CONTACT INFORMATI ON: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): BEVERLY MILAZZO Mailing Address, C/S/Z: 25 SWEETBRIAR LANE Cell Phone: Land Line: Email: • Primary Owner(s): Name(s): SAME AS APPLICANT Mailing Address, C/S/Z: Cell Phone: Land Line: Email: ❑Check if all work will be performed by property owner only • Contractor: Contact Name(s): SANITARY SEWER SERVICES Contractor Trade: SEPTIC CONTRACTOR Mailing Address, C/S/Z: LUZERNE ROAD, QUEENSBURY,NY 12804 Cell Phone: 518-796-3760 Land Line: Email: **Workers' Comp documentation must be submitted with this application** • Engineer(s): Name(s): HUTCHINS ENGINEERING, PLLC Mailing Address, C/S/Z: 169 HAVILAND ROAD, QUEENSBURY,NY 12804 Cell Phone: 518-796-2515 Land Line: Email: TCENTER@HUTCHINSENGINEERING.COM Contact Person for any questions regarding this project: TOM CENTER Cell Phone: 518-796-2515 Land Line: Email: TCENTER@HUTCHINSENGINEERING.COM 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: rdvl. C e SIGNATURE: DATE: 8/19/24 Septic Alteration Application Revised May 2024 •• r TOWN OF QUEENSB LIRY • up' � 742 Bay Road, Queensbury,NY. 12804-5902 • . • • Septic System Checklist • ;""Plan to scale . IlltReceived 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) • ,►f7AII wells on property and adjacent properties shown OWater.line shown Municipal or well 10'separation to any part of system • • • , Setback to property lines show 10'or more for any part of system ' vtfr Septic tank and pump stations 10'from foundation.50'from any well/lake/wetland 10'from any waterline • . #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 bedroom and add 250 gals for Jacuzzi tubs/garbage grinder each • Leech Field 20'from foundation 100'from any well 10.from water line MX Seepage pit 150'from-well 50'from septic tank • k*Seepage Pits 3-times diameter apart : Septa an d pump stations over 30 gallons 50'from watercourse or wetland • • Y13,4distance from bottom of trench or system 24"to bedrock or mottling 36"within 1000'of Lake George • Leech field 100'from watercourse or wetland A'Woe of mound or bottom of retaining wall•10'from property line 100'from well 20'from • Foundation ikaProvide•Engineer/Architect stamp for bed or design systems • • . NlcDepartment of Health Approval for all mobile home park new systems Flood Plain requirements • Ab 2'above established flood elevation to bottom of system '"OAII tanks anchored or 2'above flood elevation 1 I 1 I 1 1 I 1 1 I I MUNICIPAL 1 LWATER UPPLY I 1 I I I I 1 1 MUNICIPAL I WATER SUPPLY_ I I I 1 I 1 1 4" TOPSOIL COVER ABOVE TOP OF STONE BED; SEED & ESTABLISH TURF 8 CCU 2" STONE COVER OVE PIPE VVAJ I CVVA 1 L:K J T J 10vi VL.HIV SCALE: 1 "=20' CONTRACTOR TO FIELD VERIFY LOCATIONS AND DISTANCES. THIS IS NOT A FIELD SURVEY. 4" PVC PERFORATED LATERAL INSTALLED LEVEL, IN BED CONFIGURATION WITH MANIFOLDED ENDS 4" MINIMUM TOPSOIL ON ENTIRE BACKFILL AREA; SEED AND ESTABLISH TURF NTS 10 Q 10 20 40 ( IN FEET ) 2.5' TO EDGE OF BED 5' PIPE SPACING--- ' d 35' BED LENGTH r <--SLOPE SLOPE— , 4" SDR-35 PVC PERFORATED LATERAL INSTALLED NEAR LEVEL, IN BED CONFIGURATION ABSORPTION BED PROFILE NTS I —FILTER FABRIC MIRAFI 140N OR EQUAL APPROXIMATE EXISTING GRADE FILTER FABRIC, TENCATE MIRAFI 140N OR EQUIVALENT 114" PER FOOT MIN. SLOPE 4" HOUSE SEWER WATERTIGHT SLEEVE & SEAL (TYP.) WASTEWATER SYSTEM DESIGN 4-BEDROOM RESIDENCE DESIGN FLOW - 110 GPD/BEDROOM SYSTEM DESIGN FLOW - 440 GPD SEPTIC TANK - EXIS77NG 1,000 GALLON PRECAST DESIGN APPLICATION RATE. .95 GPD/SF, BASED ON 1-5 MIN/IN PERCOLATION RATE ABSORPTION BED AREA REQ'D = (440 GPD)/(.95 GPD/SF) = 464 SF ABSORPTION BED AREA PROVIDED = 15'x35' = 525 SF POTABLE WATER SUPPLY IS EXISTING MUNICIPAL WATER MAINTAIN 10' MINIMUM SEPARATION BETWEEN SEPTIC TANK, ABSORPTION FIELD, AND WATER SUPPLY LINES. OF 15'x35' E BED 'ATED PVC LATERALS NEAR LEVEL IN IGURATION ON BOX J FORCE 1" PVC IF D-BOX ABSORPTION , PLAN POLYETHYLENE EXTENSION TO GRADE WITH TAMPER RESISTANT ACCESS COVER (NON -TRAFFIC AREAS) 12" MIN. COVER a � a j a a a a Q Q 1/8" PER FOOT 3" MIN. SLOPE LIQUID LEVEL 4" EFFLUENT SEWER 16" 18" MIN. 1 a LIQUID DEPTH 30" MIN. 60" MAX. MINIMUM 2X WIDTH MAXIMUM 4X WIDTH a A ° 4 EXISTING 1,000 GALLON PRECAST CONCRETE SEPTIC TANK INSTALLER TO EXPOSE BOTH INLET AND OUTLET PORTS OF EXISTING TANK TO VERIFY BAFFLES AND TANK INTEGRI I' Y C TANK DETAIL T= 12" MIN. COVER DISTRIBUTION BOX 4 BAFFLE ° USE SPEED LEVELERS TO ASSURE ALL OUTLETS ARE AT EXACTLY THE SAME ELEVATION 4" PVC SDR-35 SOLID HEADER TO ABSORPTION LATERALS, 118" PER FOOT MIN SLOPE SEP SCALE: NTS MAP REFERENCE: 2 "MIN. EVENT 1-61 R©� ICHnuo< RONALD hlv EILEEN R 2SY7 18-1-5�4 SOPRANO, &TEVEN D 20b.t8.1.5& MILLER. MATTHFW 5 295 18a.57 STRAFFORD TRUST, KRISTAJ - 295 ts-i-S GEERT 5,1 t3-i=I CA€MANO. MAT TMEW .--(--­129518-t-fl Rhy6£R, LAW�ENCE SLU$HERIr3ARYi _ ;tt}i 6-2•G2 FLCJRF.S 7VAN 3tt0I-6-2-64 PtSH. RAtY 30V-12111AN€ER, KENNETH t 3016 2-§7 MEAN; JEF PREY P t 301 7-?-25. MULVANY CtRGN I j( 1 301 7 1-13 YANNOTTt, ARtMUR - +I)".S•2.23 SCHIAV€- PAUL 1,y .4-2-61 NOVAK, CHA -S. 301 7 t-12 FRASCq. Pt§mL, iRT JOHN BENNE77 �f 301.6 ECHEANDIA. NA, 311416-2-65 NELSON. CHR€STOPHER 301.(}246 KE€ LY, CDNOR &9 �301,7--1,24 LUGYNSKL DANIEL hilt2-657 1AGKRAY, R3CtiAR301.7-5-74 HENORlCK$. REGCIE T 0 812149VILA.7ti3• L'FYE tY 3ihi.5-2-{3E BARLSJW, AR7AJR R =2� fsE}iALR;'�9AR�;tAi.fi-� 2.9 D'tJCltdivELL F-CiRNG16'�A 301.7-1-23 DALUA 3Rt1.I-t-75 UHF: ROCI1E t ? >8 ;MITN R{ f4E l 301.7-i-7Q PARKER, AMY 1 { r MORRISSEY StCA 301.6-2-fi1�BRENNEISEN, MARK MARTIN }{ 301 &2-44 JOYCE, CHAR S R 1 30, @ 2-25 WANn HUI rNQ 1 .„ miJBA [ b 7.7-i-15BATDHELaER.REc�AT�a ,PAULR �(31 fs-`25Ft F-ORO. KARL-�N. t 347E.7-t-7 GFUDEI;Kt, TH]MA$G 4 t ,3Q1 Y-'•61 SWIFT, i1AV;i} 304 G-:_-68 FQX, BRUCER I 301.6.2-a3 'ENS.PETER 111MI-1-21 MER 301.7� t-17 €.dCNALLt h41GHAEL 4:-249 JACOX CHARLES L 1011111 SAYl1ES FAMILY 2123 �I.RREII��ICARO,' TRUST 301 t 1 tE GOEDRRT. RICHARD I #1 3ti116-2.52 WARNOCK, TINIOTHY 3E71 6-24G9iiER5'HAW F.AMA LY IRREVOCABLE. TRUST, THE I 1 01,E-2"W2 MARESCO: JOAN I i 301 TA 301 I-1-9t1 BRCAtt1N@LL, SC0T3' 2-27 Rd' KOS CRRIG 301 ROBERTSC'JN 1NII�LIAhd 30t 7-1-7 RQBERTS,ICMAtiD -dir-/r m7b.WAT 2"MIN. DROP BETWEEN INVERTS 1. BASE MAP INFORMATION FROM WARREN AERIAL PHOTOGRAPHY, AND FIELD MEAS1 COUNTY CIS, LOCATIONS ARE APPROXIMATE CONTRAGUREMENTS. ALL VERIFY ALL SETBACKS PRIOR TO BEGINNINGCTOR TO FIELD INSTALLA TION. LOCATION MAP a5BUILD ti II1.-�'SI� -- if i�,�i,t 'e'j AUG 19 I 1111 „L�4 I Dti i 'Z a _— s 'f'OF �'° �� '�F�Y w� n 'i@ TOWN OF QUEENSBURY BUILDING DEPARTMENT Based on our limited exami.nati4� compliance With cur comments shail not 5e construed as indicati;,g the plans and s ecific� full compliance with the Building at;ons are in New York State, Codes of SYSTEM INSTALLATION NOTES CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS. AFTER EXCAVATION OF 15' WIDE X 35' LONG ABSORPTION BED TO THE DEPTH REQUIRED, THE WALLS AND FLOOR SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED AREAS OF SOIL. PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND FILTER FABRIC SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE STONE AND PIPE. THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS. PIPE SHALL BE LAID WITH HOLES DOWN IN ALL CASES. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF AWAY FROM THE DISPOSAL FIELD. DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER PIPING HAS BEEN INSTALLED. THE WASTEWATER TREATMENT SYSTEM IS DESIGNED AND APPROVED BASED UPON THE INSTALLATION OF WATER CONSERVING FIXTURES AND A DESIGN FLOW OF 110 GPD PER BEDROOM. THE SYSTEM IS NOT DESIGNED TO ACCOMMODATE EXTREME WATER USE FIXTURES, SUCH AS JACUZZI-TYPE SPA TUBS OR WATER TREATMENT EQUIPMENT. THE INSTALLATION OF NON -CONSERVING WATER FIXTURES OR EXTREME WATER USE FIXTURES IS CONTRARY TO THE APPROVAL OF THIS WASTEWATER TREATMENT SYSTEM. ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE WASTEWATER SYSTEM. CONSTRUCT DRAINAGE SCALE UPGRADE OF SYSTEM IN ORDER TO DIVERT SURFACE RUNOFF AROUND ABSORPTION FIELD. SEPTIC TANK, PUMP STATION & ABSORPTION BED MUST BE INSPECTED BY LOCAL BUILDING DEPARTMENT AND DESIGN ENGINEER PRIOR TO BACKFILL AND FINAL GRADING. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY THE NECESSARY PARTIES AND REQUEST INSPECTIONS. SYSTEM MATERIAL SPECIFICATIONS ABSORPTION BED AGGREGATE STONE IS TO BE 3/4" TO 1-1/2" WASHED CRUSHED STONE. EFFLUENT SEWER PIPE PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 1/8" PER FOOT MINIMUM SLOPE. FILTER FABRIC FILTER FABRIC TO BE 4.8 OZ/SY NON -WOVEN SEPARATION FABRIC, TENCATE MIRAFI HOUSE SEWER PIPE PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 1/4" PER FOOT MINIMUM SLOPE. TOPSOIL PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. SEED, MULCH, AND ESTABLISH TURF. WASTEWATER SYSTEM SETBACK REQUIREMENTS STREAM, LAKE, MUNICIPAL PROPERTY LINE HOUSE WATERCOURSE, WATER WETLAND SEPTIC TANK 10' 10' 50' 10' ABSORPTION FIELD 10' 20' �1010' Dig 1 Safely. NewYork p Call Before You Dig ® Wait The Required Time Confirm Utility Response p Respect The Marks 13 Dig With Care 800-962.7962 www.digsafelynewyork.com N rn Q 00 O Lri 0 (D � N Cr N -` t0 1 > (D w � p N C o 0 cn N o 0 O c" ct am ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. p. Hutchins Engineering PLLC 169 Hovilond Road Queensbury, NY 12804 (518) 745-0307 Phone (518) 745-0308 Fax TAX MAP # 301.6-2-49 WASTEWATER SYSTEM PLAN & DETAILS prepared for: Beverly M►lazz® 25 Sweetbriar Lane Town of Queensbury, County of Warren, State of New York Drawn: TRC c...,�e. NOTED Checked. TRC Date. 811912024 292363-01 SCALE: 1 "=20' 10 Q 10 2,0 40 CONTRACTOR TO FIELD VERIFY ( IN FEET ) LOCATIONS AND DISTANCES THIS IS NOT A FIELD SURVEY. 4" PVC PERFORATED 4" TOPSOIL COVER ABOVE LATERAL INSTALLED LEVEL, TOP OF STONE BED; IN BED CONFIGURATION WITH Z•5' TO EDGE SEED & ESTABLISH TURF MANIFnI nFn FNnS OF BED FILTER FABRIC A ur-, n r, 4 n nn, �n r111 1 n 1 4" SDR-35 PVC PERFORATED LATERAL INSTALLED NEAR LEVEL, IN BED CONFIGURATION SLOPE ju fffuN ULU fKofU 0 APPROXIMATE EXISTING GRADE FILTER FABRIC, TENCATE MIRAFI 140N OR EQUIVALENT 1/4" PER FOOT MIN. SLOPE 4" HOUSE SEWER WATERTIGHT SLEEVE & SEAL (TYP.) 12" MIN. COVER a a e d a 16" LIQUID DEPTH 30" MIN. 60" MAX. LIQUID LEVEL MINIMUM 2X WIDTH MAXIMUM 4X WIDTH 18" MIN. 4 c a a d. ° a n WASTEWATER SYSTEM DESIGN 4—BEDROOM RESIDENCE DESIGN FLOW — 110 GPD/BEDROOM SYSTEM DESIGN FLOW — 440 GPD SEPTIC TANK — EXISTING 1,000 GALLON PRECAST DESIGN APPLICATION RATE: .95 GPD/SF, BASED ON 1-5 MIN/IN PERCOLATION RATE ABSORPTION BED AREA REQ'D = (440 GPD)/(.95 GPD/SF) = 464 SF ABSORPTION BED AREA PROVIDED = 15'x35' = 525 SF POTABLE WATER SUPPLY IS EXISTING MUNICIPAL WATER MAINTAIN 10' MINIMUM SEPARATION BETWEEN SEPTIC TANK, ABSORPTION FIELD, AND WATER SUPPLY LINES. T OF 15'x35' )NE BED )RATED PVC LATERALS -D NEAR LEVEL IN IFIGURATION ON FORCE 4" PVC OF D—BOX ABSORPTION BED PLAN EXISTING 1,000 GALLON PRECAST CONCRETE SEPTIC TANK INSTALLER TO EXPOSE BOTH INLET AND OUTLET PORTS OF EXISTING TANK To VERIFY BAFFLES AND TANK INTEGRITY ®TIC TANK DETAIL NTS POLYETHYLENE EXTENSION TO GRADE WITH TAMPER RESISTANT ACCESS COVER (NON —TRAFFIC AREAS) a 1/8" PER FOOT MIN. SLOPE 4" EFFLUENT SEWER :29.> 7R b131 ROBICHAUD, RONALD A.V, EILEEN R 295 t6 1 Sa C>PRTNC7 SYEVEN L 295.18-1-57 STP.AFFC7R0 TRt)BT, KRISTA.f (}}j y �a15.7 4 CAI'AN'j;HEIJ 4� 295,1?A-�3 RINGER., LAWRtENCE SLUSHERGARY ! L l 1 101,1,-M2 FLORES IVAn1 3M 5 Z-64 FISH, RAY 30[&2,4,3 VANIER. KENNETH '-^~ 30? 5.2-�7 tv4GAD JEfFftE1' P :M 7 t 25 MULVANY OARS"MJ € ; 01 143 YANNOTT+ ARTHUR 361,6-2-23 "SCHIAVI, PAIL -^"6-24Y NDVAK CHART i S 0 < '_1.12 FRASC0. PAtli ART Jf5HEU 8ENP.E`t"k-� 30;6 ECHEANDA, NA 1,01Er2 5 NELSON, C;HRIS.tOPHER l 301 &246 KELLY, COP40R t.t � ( 3l'i ,17 2d HOLBRq I -i01.,7,i-1-14 LUGYNSKL DANIEL 301 60 iACKRAY R CHARD i 30i 1 11 HEN WOKS, REtGGe i t{q1 Ar. fi-2-48 rdiLA2.'C1, $E4 E 6T t 30i.& a-nb 6,+RL�JW„4ATIiUR R 4 -2, DEKAI.ki::.AAAHCIAt 6-2-24 G`CtC+NNELL, FRANC:iS P,d _,-7� 1 �71-23 j .?61.7-1,15 UHE ROCHE r2-59 SMITH. ELY^S" �C 3 1X.1-iU PARKER.AMY 1, -i€ I"JORRISSEY $ICA 3131.6-2-6jHRENNFiSFN MARK MARTIN 361.E �•4i ,Ip`iGE, C:HAfd -SR 301.0 2-25 WANE, HWAG 30i 7 t-22 LOBA 301 7-P 4iCHELDER- R*CHARU PAiifF t69._r-yfiiC=2G KAR€N. I tl 71-4t. GRUDECKi, IHCH�AS G} 361 5-2-3- SV1tFi DAb 1D 3 61.6 l''3 FOX, BRUCE R 4 - 301.6-2-63 ., F.NS, PETEJt lI 4 I, 1 371 1,21 "16R 1 301 T 1-17 wiCNRA.C", P91C.AE' &2-16JACOX-CHARLSSt 301p$17 M, FAMILY^-62 IRREV�OCAH €FTRUST 11,7y-1-P,U^c7EDER'i'RICH,v.Lti3 30I.6yi M2''WARNOCK i II0, I '3Jt n 2-69 KERSH 11W'V FAMILY IRREVOCABLE. I RUST HE �. . 02.8-2-A M ESGO, JOk}}}N } ii 3i77 C-2-£6GCiOh-tkY P:€VfPJ .. 30171-1 69ROINNELL. SCOTT 301 2-2r'r7 KW. CRa1ii 3'J1'U-2.5s P, BERTBL)N, Wl1LiAtvr t ,i:J'.7-1-�FOEER{3. RIl";HA32Q CTTC I n!"A rTnA1 LOCATION MAP INSTALLATION DATE: 812712024 INSTALLED BY - HOWARD EXCAVATING/SANITARY SEWER SERVICES RECORD DRAWING NOTE: A REPRESENTATIVE OF OUR OFFICE VISITED THE SITE DURING CONSTRUCTION AND IT IS MY OPINION THAT e THE SYSTEM IS INSTALLED IN GENERAL CONFORMANCE L04ESTABLISHMENT TH THE APPROVED PLAN AND THIS RECORD RAWING. FINAL SURFACE FINISHING AND TURF IS ONGOING. OMAS CENTER JR, P.E./29/2024 < 12" MIN. COVER DISTRIBUTION BOX BAFFLE ° USE SPEED LEVELERS TO ASSURE ALL OUTLETS ARE AT EXACTLY THE SAME ELEVATION 4" PVC SDR-35 SOLID HEADER TO ABSORPTION LATERALS, 118" PER FOOT MIN SLOPE 2"MIN. 2"MIN. DROP BETWEEN INVERTS SEA SCALE: NTS MAP REFERENCE: 1. BASE MAP INFORMATION FROM WA AERIAL PHOTOGRAPHY, AND FIELD RREN COUNTY 9S, LOCATIONS ARE APPROXIMATE. CON''MEASUREMENTS. ALL VERIFY ALL SETBACKS PRIOR TO BEGINgTRACTOR TO FIELD vNING ►NSTALLATION- RECORD DRAWING DIMENSIONS TABLE CORNER "A" CORNER "B" S.T. OUTLET PORT 2Z5' 28.75' DISTRIBUTION BOX 30.8' 30.25' SYSTEM INSTALLATION NOTES CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS. AFTER EXCAVATION OF 15' WIDE X 35' LONG ABSORPTION BED TO THE DEPTH REQUIRED, THE WALLS AND FLOOR SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED AREAS OF SOIL. PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND FILTER FABRIC SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE STONE AND PIPE. THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS, PIPE SHALL BE LAID WITH HOLES DOWN IN ALL CASES. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF AWAY FROM THE DISPOSAL FIELD. DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER PIPING HAS BEEN INSTALLED. THE WASTEWATER TREATMENT SYSTEM IS DESIGNED AND APPROVED BASED UPON THE INSTALLATION OF WATER CONSERVING FIXTURES AND A DESIGN FLOW OF 110 GPD PER BEDROOM. THE SYSTEM IS NOT DESIGNED TO ACCOMMODATE EXTREME WATER USE FIXTURES, SUCH AS JACUZZI—TYPE SPA TUBS OR WATER TREATMENT EQUIPMENT. THE INSTALLATION OF NON —CONSERVING WATER FIXTURES OR EXTREME WATER USE FIXTURES IS CONTRARY TO THE APPROVAL OF THIS WASTEWATER TREATMENT SYSTEM. ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE WASTEWATER SYSTEM. CONSTRUCT DRAINAGE SWALE UPGRADE OF SYSTEM IN ORDER TO DIVERT SURFACE RUNOFF AROUND ABSORPTION FIELD. SEPTIC TANK, PUMP STATION & ABSORPTION BED MUST BE INSPECTED BY LOCAL BUILDING DEPARTMENT AND DESIGN ENGINEER PRIOR TO BACKFILL AND FINAL GRADING. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY THE NECESSARY PARTIES AND REQUEST INSPECTIONS. SYSTEM MATERIAL SPECIFICATION___-- ---� ABSORPTION BED AGGREGATE AS B V I STONE IS TO BE 3/4" TO 1-1/2" WASHED CRUSHED STONE. EFFLUENT SEWER PIPE PIPING TO BE 4' SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 1/8" PER FOOT MINIMUM SLOPE. FILTER FABRIC FILTER FABRIC TO BE 4.8 OZ/SY NON —WOVEN SEPARATION FABRIC, TENCATE MIRAFI HOUSE SEWER PIPE PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 1/4" PER FOOT MINIMUM SLOPE. TOPSOIL PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. SEED, MULCH, AND ESTABLISH TURF. WASTEWATER SYSTEM SETBACK REQUIREMENTS STREAM, LAKE, MUNICIPAL PROPERTY LINE HOUSE WATERCOURSE, WATER WETLAND SEPTIC TANK 10' 10' 50' 10' ABSORPTION FIELD 10' 20' 100' 10' Dig 0 Safely. NewpYork III Call Before You Dig EM Wait The Required Time III Confirm Utility Response IM Respect The Marks EM Dig With Care 800.962-7962 www.digsafelynewyork.com z AUG 3 0 2024 TOWN OF QUEENSBURY BUILDING & CODES ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. Hutchins Engineering PLLC 169 HaAond Rood Queensbury, NY 12804 (518) 745-0307 Phone (518) 745-0308 Fax TAX MAP # 301.6-2-49 WASTEWATER SYSTEM PLAN & DETAILS prepared for: Beverly M►lazzo 25 Sweetbriar Lane Town of Queensbury, County of Warren, State of New York Dfawn: TRIG lChecked. TRC ccafea NOTED Date: 8/19/2024