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SEP-0708-2022 . _ office.Use OnIY hermit#: c��—' o�CJ ZOZ'L. [ Y'vari:w�fd&ii�rae.� Permit Fee:$ 792 BayRoad;Qiieenslaury;NY 12804 r E+c 1$?fs1-8256.:wuviiv:queenshyr�n � InVpICe.#: �`9.� _.. >. Flood Zone? Y Reviewed: : SEPTIC DISPOSAL PERMIT APPLICATION 0? .Project Location: Z SS vV �'S qL BY Tax Map#r . 2-`I D, S — I — 3 a- ► NOV 2 8 2022 Town ofUEENS BUILDING& CODES13U RESIDENCE INFORMATION.: Year Built Gallons #of bedrooms: X.gallons per =total daily flow. per day bedroom arbage:Grinder. Yes: Nq -- V 98o or older 150 /, Z 3 3 0 Installed? (circle one) _.. :1981:_I 9K 130 Spa or`.Hot Tub":: T _ :Yes / x992-Present: 110 ane) V Installed?_{circle_:: PARCEL INFORMATION, Topography Flat Rolling Steep . .18 Slope: ISbil:'Nafture Sand Loam: Clay Other,.explain :G:ro.uri water At what.depth? Bed ockjlmpervious material _ At what depth? f6 .Domestic:Water Supply municipal Well Lake (if well or lake, water supply:from any s.�ptie:sys. em a6sorpticin:is: 100 ft.) _ p �._—p Perco[atlorrTest Rate; �n;n3aSec Or*minute per tnch (test to be com feted.bY`: . . . ._ _ lic mr ed.engineer/architect): PROPOSED:S1�STEM INFORMATION: Tank:.size: lcg o o gallons Amin.. size.1,000 gallons; add 250 gallons for each.garbage cylinder or spa dt.tub . ,System::. Absorption field.w/#2 stone Total length . 1.4 o ft.; Eaeh:T ren h. 3.5.... . ft.. ... .. .... ... SeeaeP Houi rr�any: ; Size, p g it w,#� stone Alternative Sy8tern Bed or other.type; HoldingTa.nkSystem Total required capacity? ;:tank size .. .. :, ##of tanks. Sepcic Application Revised December:=10215 5... C.ONTACT]NFORMAT1 M.PLEASE PRINT.LEGIBLY OR TYPE, PLEASE:INCLUD.EAN EMAIL : Applicant• i Names) .. .. . . T 6 .5 SPO b,( j (Vlailin Address, S Z: 2 Lc wer War rre h if ilPP 1 h"ry w Y l Z 1F.0 `L. � ) 7.�/�'�S�S� Land Line: Sr 4 "74$- 3/9 Ce11:Phane _ ) i `1 Email Sh;D l•Pv a� bssPO ll�C. <oN-• &: . Primary:Owner(s):. Names .:. . ....:. • ... —Terry C r-1 Q d, Mailing Address;:C/SJZ: Sir' �fe �Z rV�'S �r� qL .. ....... . .. cell.Phone':_( ) . Land Line: ( Z o 1 790 Email.: C} Check if-all work will be,performed by property owner onl " •: Conttractor: Cdhiact'Nam.e P\- c jln Co.rtractdr'Trade: IVlailing-Address,C/S/Z: .. Cell Phone:._( } Land Line: _( ) Email: Workers' Comp documentatllon must.be:submitted with t is app ication Engineer s h!a ` Name. S, .. e S �n9�`nPP n. Mailing'Address, C/$/2:.. 6.8 . Wot.-/,Pr.L,I',p pr,ve S.gr9 prt Sp�,,,9s . �v..j-.. ..... Cell:P.one:: .(. .. j La:ndaine: S•,T ) s�/- � _ _ Email: k/ct /�S�h q a'�n Ca 0- �f• <o ....... ..... .. . Contati.Petso.n:for Com fiance.in r..egards to this.project;. - ..Cell_Phone; : f 4 I7 (1(o Land Line: t fr-S. } 7tfS7-Tlq. ...NOTES Alarm system:an:d,associated:electrical work must.be:inspected by a Town approve elect riea .... . i:nsppction':agency;2:.We will no longer allow systems.to be covered until such.time::as an as=built:plan is receiued .:approved.The installed aystem.:must match th.e.septic layout_on file=-no exceptions.3.As builtArawings must:be submitted prior to the inspection; if there has been a change:foahe submitted" plans.4,. 1 for an.y reason;the building permit application is withdrawn, 30°,rn"-of the:feels_retained.byth.e ` Town Of::Queens bury::After 1 year`from the !nitiat 8.0plication date, 100%of'the fee is retained.. .:Declaration: Any-per pproval.granted.which is:based upon.or is granted:in-reliance..:upon:ariy;material representation or failure to—Make a.material fact or circumstance known by or on::behalf.of.an:applicant,shall be void:Thave;read the regulations,arid:agree to abide by these and all.requirements of:the.T6Wh:of Oue.ensbury -anitary:Sewage,oispasal Ordinance PRINT NAME;. ;:SIGNATU:RE:.:;:..,. .<:;. QRTE Septic Application: Reviwd.Mcember nn TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY. 12804-5902 Septic System Checklist `Plan to scale Received Deep hole pert 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 lwater 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 Septic tank and pump stations 10'from foundation 50'from any well/lake/wetland 10'from any waterline fJwseptic 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) �6teptic tank sized for number of bedrooms and add 250 gals for Jacuzzi tubs/garbage grinder each �eech'Field 20'from foundation 100'from any well 10'from waterline 4k—Seepage pit 150'from well 50'from septic tank 1"[�'`Seepage Pits 3-times diameter apart 1-6 Septic tank and pump stations over 30 gallons 50'from watercourse or wetland ' 4iistance from bottom of trench or system 24"to bedrock or mottling 36"within 1000'of Lake George IgLeech field 100'from watercourse or wetland ?VVIToe 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 F kDepartment of Health Approval for all mobile home park new systems Flood Plain requirements 1M 2'above established flood elevation to bottom of system MAII tanks anchored or 2' above flood elevation AA%r;,-A i Alt5('!n?l N of 0 N n C 0 U N 0 J C O 0 U L1J (U a 1 U) X `o r 3 O Z Iv 6 In C O1 P 3 a- (u Q) .3 a E 0 U 0 t 0 C 0 U) In O a_ rn C O 0 (D t Iu L 0 T 0 T 0 C c m E U 0 L a� 0 0 0` T > C a J 0- X x a� 0 a� w .c rn C W c O U) aNi 0 CL 0 6 C 0 U rli m L a� v C 3 rn I_ v a In 1n a� c 0 In ,r N 0- c 0 _o CV 0) 0 N C U <n 3 0 J 0 0 U 7) W N 0 (n Y 0 I a� Z N O C O 0 0 0 I CO z Z o- Q SEPTIC SYSTEM LIMITATIONS 1. The best designed and installed septic disposal system will eventually fail to function properly without adequate maintenance. Inadequate septic tank maintenance can result in clogging of the tank and sewage back-up into the home and/or sewage overflow onto the ground surface. The failure to periodically clean a septic tank commonly results in clogging of the soil that surrounds the absorption ` 1 trench by overflowing solids not removed by the septic tank. 9V 1 2. This set of design plans and details is intended 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 J Engineer. The seal and signature on any drawing specifically excludes certification for future expansion or field replacement. �/ mock 3. No garbage grinders allowed unless installed as initial construction of the house, and the septic tank i �\ , 100, wetAl size increased by 250 gallons. 4. No sump pump, water softener backwash, spas, hot tubs, whirlpools, or condensate waste shall be I1,e// j I drained into the system. j 5. The dwelling shall have water saving fixtures, including but not limited to: 2 gpm shower heads, / \ low water use toilets. --340 - \ 6. Observe water conservation practices. ---- \`���/ \\ j '� wetlands 7. 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 / /awn \ recorded and maintained in a record book. The septic tank shall be pumped whenever the bottom of \ 2� 240.5-1-30. 1 the scum layer is within three inches of the bottom of the outlet baffle or tee, or the top of the sludge �- 1..99_4 Acres We# is within ten inches of the bottom of the outlet baffle or tee. The pump -out clearances also apply to porch any chamber in multi -compartment tanks and to any tanks in series (i.e. pump out all tanks/chambers � /\ Iown )� \ as soon as any tank or chamber fails the minimum clearance). Most tanks should be pumped out every two to five years. X d�%` \ (Ott 0� 8. When septic tank is pumped, the septic tank inlet connection, baffles/tees, house sewer connection, @� C� 3br h \ \ tank outlet connection, and pump pit (if present) shall be inspected. Any baffle or tee that have / Oy \\ ^n. (pill g deteriorated and no longer perform as designed must be replaced. Cracked or broken lines must be repaired or replaced. 9. Any company employed to clean and service the septic tank and system, must be a permitted�- septage hauler, with valid standing with the New York State Department of Environmental Conservation office. Septic tanks should not be washed or disinfected after being pumped out.Walm 00110 n -0 ohm� 10. Septic tank additives shall not be used in the septic system. Additives are unnecessary for the / � hudequds 1 PT2 ' I _J. proper operation of household systems and may cause the sludge and scum in the septic tank to be Y I discharged into the absorption field, resulting in premature failure. /ITNow � ' \ I 11. Do not dispose of excess household grease and fat in the septic system. wooded TP1 ,1 I bCOnOi 12. Whenever septic tanks are to be abandoned (i.e. when public sewers are installed to handleSM1111111L_ e�.,�,�, household wastes), the tanks shall be pumped out and refilled with soil to prevent future collapse. \w�� I I I ""�"""i• 13. Do not pour or dump chemical cleaners (i.e. ammonia) in the sinks or toilets. \ j I In plsoe 1 Proposed � � \ � i . I wet/ands I 14. Do not discharge roof drains, or allow stormwater runoff to collect on the absorption field area. 15. No vehicle parking or traffic shall be allowed on any portion of the sewage disposal system. ` D'i'bution Box 16. The sewage disposal system is designed for domestic wastewater only, with the design of the \ absorption field on the projected flows. Any use of the dwellings that has a greater discharge of / �I I 24 . 1- 1-60 II wastewater flow than designed will require a redesign of the disposal system by a licensed Professional 10096 Reserve Area ` \ / I Engineer. �\ \ / I d' I 17. The stamp seal and signature of the design engineer is for the intended use only, and any change woodb� I I 1 of use invalidates the seal. 240.5-1-30.2 �� O I I I 18. The effluent filter shall be checked and cleaned if necessary during each inspection of the septic tank. Proposed ` \ I Wetlands as by A record of filter cleaning is recommended so to better monitor the amount of solids trapped in the Sewage Disposal Field the A.P.A. I filter cartridge. - 4 laterals ©35' \ I I I SEPTIC SYSTEM CONSTRUCTION NOTES - i0' min to property line 1. The installation contractor shall notify the Code Enforcement Officer and/or the design engineer ry I o prior to work, to review the installation details and inspection procedures. 10'".,��\ ^j 2. There shall be no construction of sanitary facilities (septic systems) within 100 feet of a classified �`•`�i�. • \ \ '�j I wetland or water body. ` 3. No roof, footing, floor, condensate, coolingwater, softener backwash or an other drains shall be �` l connected to the septic system. y Wedand h l I wetlands � 4. Fill material to be clean, loamy sand, with a stabilized in -place percolation rate to be no less than setba& I I 1 inch in 5 minute, nor greater than 1 inch in 10 minutes. All imported materials to be approved in writing by a licensed Professional Engineer prior to delivery to the site. NOTES.' I 5. Piping material specifications: 1. EXISTING VE-GETAT/ON REMOVAL ONLY WITH OWNERS APPROVAL. 2 CONCTRACTOR TO LAYOUT NEW DISPOSAL FIELD AND GET PRIOR APPROVAL FROM OWNER REGARDING A. House to septic tank: 4" PVC schedule 40 solid pipe with watertight joints, minimum slope of LOCATION. 1 /4" per foot; J. EXISTING TANK TO BE PUMPED CLEAN AND CHECKED FOR STRUCTURAL INTEGRITY AND WATERTIGHTNESS. IF B. Septic tank to distribution box or effluent pump pit: 4" PVC schedule 40 solid pipe with FOUND TO BE IN DISREPAIR, TANK SHALL BE REPLACED WITH NEW 1000 GALLON SEPTIC TANK AND watertight joints, minimum slope of 1/8" per foot; EFFLUENT FILTER. 1 C. Where installed, effluent pump pit to distribution box: 1 1/2" PVC schedule 80 solid pipe 4 EX/STING DISPOSAL DRYWELL TO BE ABANDONED /N PLACE. PUMP DRYWELL CLEAN AND BACKFILL WITH MAP REFERENCES: SUITABLE MATERIAL. COMPACT IN LIFTS TO REDUCE SETTLING with pressure rated watertight joints, pitched on reverse slope to drain into pump pit; 5. DUE TO THE NATURE OF THE EXISTING SOIL CONDITION. ANY LARGE ROCKS/BOULDERS WITHIN THE NEW D. Distribution box to septic field absorption trench: 4" PVC sdr-35 solid pipe, minimum slope DISPOSAL AREA SHALL BE REMOVED AND PLACED AT AN ONSITE LOCATION WHICH WILL BE DETERMINED BY 1. Mapping taken Tram Warren CountyGIS, Tax Maps, USGS, of 1/8" per foot; THE OWNER. ANY LARGE VOIDS CREATED BY REMOVAL OF THESE ROCKS SHALL BE FILLED WITH A SUITABLE limited field measurements and Owner Supplied survey mapping. E. Septic field absorption trench: 4" PVC sdr-35 perforated pipe, maximum slope of 1/16" per MATERIAL WITH A PERCOLATION RATE OF 3-5 MINUTES. ALL FILL SHALL BE LIGHTLY COMPACTED /N LIFTS AS foot, cap all ends. TO AVOID ANY FUTURE SETTLING. 6. Septic tank specifications: 6. ANY FILL MATERIAL USED WITHIN THE DISPOSAL AREA SHALL BE TESTED BY THE ENGINEER TO VERIFY A. Tank to be installed level on a 6" minimum layer of compacted gravel or stone; PERCOLATION RATE PRIOR TO PLACEMENT OF NEW LATERALS. B. Precast concrete tank, dimensions and features as shown; SITE PLAN C. Inlet baffle or 4" PVC tee to extend 16" minimum below flow line, 6" above flow line; D. Outlet baffle or 4" PVC tee to extend 18" minimum below flow line, 6" above flow line; 1"=40' E. Free air space above tees to be 3" minimum to top of tank. F. Where installed, 4" plastic effluent filter cartridge with wooden handle extension to grade. LANDSCAPING: 6" MINIMUM G. Grade access covers to be 24" integrated plastic or cast-iron cover, securely attached to tank. TOPSOIL w/SEED & MULCH FINAL GRADING: BLEND EDGE OF FILL MATERIAL TO 7. Distribution box specifications: MATCH EXISTING GRADE 3:1 A. Box to be installed level on a 12" minimum layer of compacted gravel or stone; B. Precast concrete box, dimensions and features as shown; ORIGINAL GRADE C. Outlet speed levelers to be installed in the distribution box and adjusted to equalize the flow -------- to each lateral II I� (I I� II WELL SUPPLY 66'-0" MINMIN. I TYP. 1 100' MINIMUM 50' MINIMUM F F. ELEV. 4" SOLID PVC SCH-40 1/4"/ FT MIN. SLOPE MINIMUM TO ANY UPSLOPE DISPOSAL 20' MINIMUM 10' MINIMUM I 10' MINIMUM TRENCH LENGTH - SEE BASIS OF DESIGN & LAYOUT DETAIL 10' MIN. O NOTE: THIS DETAIL ILLUSTRATES THE MINIMUM REQUIRED 6- w SEPARATION DISTANCES FOR SANITARY FACILITIES ON A Z BUILDING LOT. SEE SITE PLAN FOR LAYOUT DIMENSIONS U_ I WHICH MAY BE GREATER THAN SHOWN IN THIS DETAIL. o ti w 0 Lu V) o a al UPSLOPE RUNOFF DIVERSION SOURCE o , w 35 LF-" PERF. PVC SDR-35 1/16- / FT. MAX. SLOPE FINISHED GROUND I 6M 12" MAX "MAX. END CAP - SOLID PVC SDR-35 SEPARATION: 1/8" / FT. MIN. SLOPE 24" MINIMUM DEPTH TO BOUNDARY CONDITION �� � p ��M • • • 1 j\ 1 2" OF STONE OVER PIPE MIN. 4" PERFORATED PIPE 42" MIN. 6" OF STONE UNDER PIPE MIN., UP TO 10" MAX. 3 24" MIN. I I :�iiE �i L UNDISTURBED GROUND SHWT / LEDGE ROCK ABSORPTION FIELD BED / TRENCH SYSTEM EARTH BACKFILL N.T.S. PIPE JOINT PERFORATIONS (DOWN) PIPE SLOPE 0 1/16" TO 1/32" PER FOOT UNDISTURBED GROUND `LEVEL TRENCH B0770M i NOTES TRENCH PROFILE 1. DO NOT INSTALL TRENCH IN WET SOIL. 2.INSTALL TRENCHES PARALLEL TO CONTOURS. SECTION VIEW 3. INSTALL TRENCHES AS SHALLOW AS POSSIBLE WHICH MEET ABOVE NOTED MINIMUM DEPTHS. 4. RAKE SIDES AND BOTTOM OF TRENCH PRIOR TO PLACING GRAVEL OR STONE. 5. ENDS OF ALL DISTRIBUTOR PIPES MUST BE CAPPED. 6. SLOPE DISTRIBUTOR PIPE @ 1/16" - 1/32" PER FOOT. ABSORPTION TRENCH DETAIL - TYPICAL QUANTITY & TOTAL WIDTH (SEE DESIGN CHARTS) GRADE TO DRAIN 2% MINIMUM SLOPE - 8. A permeable geotextile or non -woven filter fabric to be installed over the absorption trench areas to ABSORPTION TRENCH-� (SEE TYPICAL DETAIL) prevent the infiltration of soil into the aggregate. BOUNDARY CONDITION: GROUNDWATER, BEDROCK, OR IMPERMEABLE STRATA SEPTIC SYSTEM GENERAL NOTES ....................... ............................... 1. There shall be no change on these plans in advance of, or during construction, without prior written/�/�j,,,,,,,,,,,, ...............................................................11ll........... approval of the design engineer. RESERVED 100% EXPANSIO I `-0" TO 24" BELOW ORIGINAL GRADE 6" MIN. (PREFERRED) 4' 0" 2'-0" MIN. MAX. SEPARATION: 24" MINIMUM DEPTH TO BOUNDARY CONDITION ABOVE GRADE USABLE FILL MATERIAL: PERCOLATION RATE TO BE GREATER THAN 5 MINUTES, UP TO A MAXIMUM OF 10 MIN/INCH FILL DEPTH: 1" TO 24" RANGE -------------- USABLE SOIL: 24" TO <48" DEPTH 1 TO 60 MIN/INCH PERCOLATION RATE N.T.S. Ti v 2. The workmanship, construction practice, material standards, and Inspection requirements shall comply NOTES with the A. latest edition s of the following: ( ) g' New York State Department of Health 1. THE PLACEMENT OF FILL MATERIAL OR THE CONSTRUCTION OF ABSORPTION FACILITIES IN FILL SHALL NOT OCCUR WHEN THE SOIL MOISTURE CONTENT IS HIGH. 2. ALL TREES AT THE FILL SITE SHALL BE CUT AND STUMPS REMOVED. 3. BRUSH, VINES, WEEDS, AND GRASS ETC., SHALL BE CUT TO GRADE AND REMOVED. 1. New York Title 10. Department of Health. Chapter II. Part 75. Standards for Individual Onsite Wastewater Systems; 2. Appendix 75-A, Wastewater Treatment Standards -Residential Onsite Systems, March 16, 2016 4. FILL SHALL BE PLACED ON THE SITE IMMEDIATELY AFTER THE SITE HAS BEEN PREPARED. 5. FILL SHALL BE DEPOSITED ON THE SITE WITH AFRONT-END LOADER OR PUSHED .ON BY USING A TRACK TYPE MACHINE FROM THE UP -SLOPE SIDE. 6. FILL SHALL BE PLACED AND COMPACTED IN SIX INCH LIFTS; DO NOT OVER -COMPACT THE FILL MATERIAL. �/�� QUEENSBURY TOWN OF QUEENSBUR I B. 3. The A. Local town, village, Or city sanitation ordinance(s). following inspections of the septic system by a licensed Fill material, at borrow pit Or SOUFCe Of origin (pert. Professional Engineer shall include: test may be required); DUAL COMPARTMENT FULL DEPTH BAFFLE PORT SEE NOTES 7. THE RESULTING PERCOLATION RATE OF THE FILL MATERIAL SHALL BE 3-5 MINUTES. 8. THE REQUIRED ABSORPTION TRENCHES SHALL BE CONSTRUCTED AFTER THE PLACEMENT OF ALL NECESSARY FILL MATERIAL. BUILDING & CODES DEPT. 9. THE BOTTOM OF ALL ABSORPTION TRENCHES SHALL NOT BE ABOVE THE ORIGINAL GRADE, PREFERRABLY SIX INCHES BELOW. 10. SOME TOPSOIL MAY BE ADDED AT FINAL GRADING TO IMPROVE THE SITE DRAINAGE. 11 DIVERT ALL UPSLOPE RUNOFF AWAY FROM THE DISPOSAL FIELD R viewe B ' co B. C. Fill material, in -place and finish graded; Prior to backfill of piping, tanks, pits, well seals, etc.; 4" INLET PIPE w/ ( ) _. 24" INSPECTION 4" OUTLET PIPE D. Upon final grading of site. 1/a" / FT MIN COVER TYP (TYP) I ( 1/8" / FT. MIN. 4. Any modifications to the septic system design shall be performed by a licensed Professional SLOPE - , I I �,' \; SLOPE -► Engineer. 5. The installation contractor shall prepare the "as -built" sketch which has accurate dimensional A� • *BAFFLE (TYP. II �A distances to each of the septic system components, as measured from at least two different physical - - _ - -H _ - - landmarks (i.e. foundation corners, well cap, boundary markers, etc.). This record information shall be furnished to the home owner, Town, or other municipal officer, as required, and prior to occupancy of *INLET &OUTLET 4" PVC TEE'S'MAY BE USED INSTEAD OF CONCRETE BAFFLES SEPTIC TANK CAPACITY NUMBER OF BEDROOMS DESIGN FLOW MINIMUM TANK CAPACITY & LIQUID SURFACE AREA W/0 GARBAGE GRINDER W/ GARBAGE GRINDER 2 220 GPD 1,000 27 S.F. 1,250 * 34 S.F. 3 330 GPD 1,000 27 S.F. 1,250 * 34 S.F. 4 440 GPD 1.250 34 S.F. 1,500 * 40 S.F. 12. DUE TO THE NATURE OF THE SOIL CONDITIONS, IT IS RECOMMENDED THAT THE NEW DISPOSAL FIELD BE INSTALLED PARTIALLY IN THE EXISTING SOILS AND THE REMAINING a �• DISPOSAL AREA TO BE INSTALLED IN FILL TO ALLEVIATE ANY PROBLEMS WITH ENCOUNTERING EXCESSIVE ROCKY CONDITIONS. Date �U 6 SHALLOW ABSORPTION TRENCH SYSTEM SOIL PROFILE INFORMATION DEEP HOLE TEST PITS AND PERCOLATION TESTS: JULY 30, 2022 TP-1 the dwelling. 6. The septic system designs are typical size requirements for the number of bedrooms listed in the ,LENGTH, *DUAL COMPARTMENT TANK &GAS DEFLECTION BAFFLE REQUIRED 0 30" TOPSOIL design charts, and are based on established design flows and preliminary soil percolation rates 8""-- 30"-52" BROWN SILTY SAND TAN SILTY SAND ROCK C� 48" (ABLE TO BYPASS) determined in the field. The installation contractor shall immediately notify the design engineer of any PLAN VIEW NOTES field conditions which deviate from the information as shown on the a roved Tans. PP P EFFLUENT FILTER w/ GRADE ACCESS COVER 1, WHEN GARBAGE GRINDERS ARE INSTALLED AT THE TIME OF HOUSE CONSTRUCTION, NO WATER NO MOTTLING ROOTS TO 8 7. The septic system designs shown were Sized in accordance with the New York State Department of FINISHED GROUND (SEE NOTES) A GAS DEFLECTION BAFFLE AND A DUAL COMPARTMENT SEPTIC TANK, OR Two STABILIZED PERCOLATION RATE: 1 minute 30 seconds Health standards, and local regulatory codes, as applicable. �- �i �� ii TANKS IN SERIES, SHALL BE PROVIDED TO MINIMIZE THE SOLIDS CARRYOVER TO THE ABSORPTION AREA DISPOSAL FIELD). PERFORMED BY JEFF MANCINI, CLEAR 82- 8 The home owner is referred to the Health Department publication (Note 2 paragraph A.2 listed ii 4" OUTLET PIPE 4' INLET PIPE 12 COVER MAX. TOP 1/8 / FT. MIN. 2. 3 MINIMUM ELEVATION DROP THROUGH STRUCTURE FROM INLET TO OUTLET. above) for the recommeded procedures in system operations and maintenance. 1/4" / FT. MIN. SLOPE -- 3. TANK 9. The design engineer shall be relieved of liability if the home owner fails to maintain the septic system SLOPELY FLOW) SHRILL BEZE OCALCULATED UIREMENTS FBY ADDING 50 GOR MORE THAN ALLONS OAND SEVEN OMS VSQUARE ALENT DFEET In accordance with the Health Department guidelines and/or the limitations listed on this plan, COUSes 6" MIN OF SURFACE AREA FOR EACH ADDITIONAL BEDROOM. A GARBAGE GRINDER SHALL - - - - - �- - BE CONSIDERED EQUIVALENT TO AN ADDITIONAL BEDROOM FOR DETERMINING TANK t0 exceed the design flows, or modifies the system in any way. 16" MIN. IB" MIN. SIZE. A HOT TUB/SPA SHOULD BE CONSIDERED EQUIVALENT TO AN ADDITIONAL 10. The home owner shall immediately notify the Health Department if the septic system has failed. BEDROOM FOR DETERMINING TANK SIZE. i- � 4. EFFLUENT FILTER, "POLYLOK" BRAND OR SIMILAR PRODUCT TO BE F' M ADDED TO THE SEPTIC TANK OUTLET. EFFLUENT FILTERS WHEN WALL' =o ? PROPERLY MAINTAINED CAN EXTEND THE USEFUL LIFE OF THE DISPOSAL FIELD. ALL FINISHED GROUND EACH OUTLET nTTED NON-TRAFFlC RATED (Typ,) 'FLOOR' _ SYSTEMS ARE SUSCEPTIBLE TO CLOGGING BY SOLIDS CARRY-OVER, LEADING TO 12" COVER MAX. 1 1/2- THICK ALL SIDES e INLET PIPE %'-� - 4" OUTLET PIPE 1/6- / FT. MIN 1/8- / FT. MIN. SLOPE - BAFFLE SLOPE - � 2" MIN. SUMP 12" MIN. COARSE SAND WATERTIGHT OR PEA STONE JOINT (TYP) XY XY XY XY 4" KNOCKOUTS w/HOPE PIPE SEALS PRODUCT: FORT MILLER /2 DISTRIBUTION BOX, OR EQUAL. SECTION A -A 771 DISTRIBUTION BOX DETAIL NTH SPEED LEVELERS STRUCTURE ' 4. OUTLET PIPE e INLET PIPE - 1/8" / FT. MIN. 1/8- / P. MIN BAFFLE - SLUPE SLOPE - R - At-- -- ---�A 1 11 OUTLET (TYP-5) GROUT UNUSED OPENINGS 1,-B" PLAN VIEW PREMATURE FAILURE. IF INSTALLED, A GRADE ACCESS COVER SHALL BE PROVIDED • -• - FOR PERIODIC INSPECTION & CLEANING OF THE EFFLUENT FILTER DEVICE. 6" MIN. CLEAN SAND, PEA )NE, OR WASHED AGGREGATE vo GAS DEFLECTION BAFFLE (SEE NOTES) SECTION A -A * AVAILABLE AS SINGLE COMPARTMENT TANK ** AVAILABLE AS DUAL COMPARTMENT TANK SEPTIC TANK DIMENSIONS TANK CAPACITY LENGTH WIDTH INLET OUTLET HEIGHT WALL TOP FLOOR LQ MANUFACTURER INFORMATION 1.000 8'-8 1/2" 5'-0 1/2" 4'-9" 4'-6" 5'-6" 3" 4" 4" 48" FORT MILLER CO., SEAMLESS ' 1,250 10'-2" 5'-3" 4'-9" 4'-6" 5'-6" 3" 4" 4" 48 FORT MILLER CO., SEAMLESS 1,500 11'-O" 6'-0" 5'-1" 4'-10" 6'-3" 6" 8" 6- 49" FORT MILLER CO., HEAVY*DUTY SEPTIC TANK DETAIL (If Needed) N.T.S. 3 BEDROOMS Percolation rate = 1 minute 30 seconds (actual) Percolation rate = Use 1-5 min. for design. Application Rate 1.2 gal/day/s.f. Use Q = 330 gpd 330 gpd A= ------ 1.2 gpd/sf A = 275 sf L= 275sf /2sf/ft L = 138 ft trench required 4 LATERALS 0 35' = 140LF PROPOSED PERCOLATION TESTS: JULY 30, 2022 PERCOLATION TEST RUN NUMBER PERCOLATION HOLE (PT) 1 (24" DEEP) 2 (25" DEEP) 1 PRESOAK PRESOAK 2 1 min22sec 1 min 31 sec 3 lmin OOsec 1min 42sec 4 1min 35sec 1min 36sec 5 lmin 27sec. 1min 40sec. N. T. S. TOWN OF QUEENSBURY LDING DEPARTMENT Based on our l limited examination, cOrnpliar with our comments shall not be construed Nindicating the plans and sppecifications are fState, iance with the Building Codes [�CE9V . NOV 2 8 2022 i. TOWN OF QUEENSBURY 240.5-1-30.1 SEP-0708-2022 Crean, Jeremiah 2557 State Rte 9L Residential Septic Alteration MATERIAL SPECIFICATIONS SCHEDULE I TEM SIZE MATERIAL SLOPE SEPTIC TANK SEE DETAIL PRE -CAST CONCRETE - DISTRIBUTION BOX SEE DETAIL PRE -CAST CONCRETE HOUSE TO TO SEPTIC TANK 4" SOLID PVC SCH-40 1/4" / FT. MIN. SEPTIC TANK TO D-BOX 4" SOLID PVC SCH-40 1/8" / FT. MIN. D-BOX TO LATERALS 4" SOLID PVC SDR-35 1/8" / FT. MIN. LATERALS 4" PERFORATED PVC SDR-35 1/16" / FT. MAX. WARREN COUNTY TAX MAP #240.5-1-30.1 N N Go u E o M E r W- Z Designed By TW Drawn By W Checked By TW Approved By Flleniane Project No. 22-256 Project Date 8.1.22 �p NE.y W, Q :i 07 f3 2 itally sign y Timothy 'ale S Da I e: 2022.10 21 >.13: 9:10 -04'0 ' Z 0W V -J U01 � E- (V i _.I 0 '�_ c0 tt< Z Ce31: Z0 �1- lk W Cce ? Q Z u�� t� � � QV� i Ln JJW Q Z 0 W W 4A V ! O 1 Z O WADS M Lft ENGINEERING 68 Waterview Drive, Saratoga Springs, NY 12866 151B) 581-GUM Phone/Fax * weler.aV@rW.ap,rr.com Sheet No. � Of Drawing No. WE-001 Timothy W. Wales, P.E.  CONSULTING ENGINEER 68 Waterview Drive Saratoga Springs, New York 12866 Tel: (518) 704-2480  June 5, 2023 Jerry Crean 2557 NYS Route 9L Queensbury, NY 12804 Re: Sewage Disposal System - Engineer’s Certification 2557 Route 9L Dear Mr. Crean The construction of a replacement sewage disposal system for the residence at the above referenced location Tax #240.5-1-30.1 has been completed. The installation was completed by Bentley Excavating on May 22, 2023 As the engineer of record, I certify to the Town of Queensbury as follows: 1. I am in fact the designer of the system. 2. I am personally familiar with the actual site conditions and in consideration of those conditions the system was designed in compliance with the Town of Queensbury standards requiring two feet of separation between the bottom of the stone trench and the annual high-water table and Part 75A of the New York State Department of Health Sanitary Code. 3. Wales Engineering staff, under my direct supervision, inspected the system at the time of construction and I have personal knowledge that it was constructed in compliance with the design. The only deviation from the design plan was the installation of 3 laterals @ 47’, rather than 4 @ 35’. This alteration was due to large boulders encountered during construction. 4. Wales Engineering prepared an asbuilt plan (see attached) depicting the septic system as it was constructed, including measurements from: well to leach field, adjoining property wells within 200’ of disposal field (if applicable), to tank and leach field, building to tank, building to leach field and leach field dimensions. Inspection performed on May 23, 2023. If you have any questions or require additional information, please contact me at your convenience. Sincerely, Timothy W. Wales Timothy W. Wales, PE Lisc. #077263 (/) -1 cmz V,-. 0 rn O 00 A Fri .Z (n z C: En rn (1) 0 M z 0 Irrol z 1 0 T. 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