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1.4 1.4 WASTEWATER-SEWER\Set PH\Reisch—Replacement with Components Field Tank Dwelling Lane Well—In APA-6-17-2024 RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL VARIANCE APPLICATION OF GREG REISCH RESOLUTION NO.: ,2024 INTRODUCED BY: WHO MOVED ITS ADOPTION SECONDED BY: WHEREAS,the Queensbury Town Board serves as the Town's Local Board of Health and is authorized by Town Code Chapter 136 to issue variances from the Town's On-Site Sewage Disposal Ordinance, and WHEREAS, Greg Reisch(Applicant)has applied to the Local Board of Health for variances from Chapter 136 to install a replacement on-site sewage disposal system with certain of its components to be located as follows: 1. Septic tank 5' from the residence in lieu of the required 10' setback; 2. Disposal field 10' from the residence in lieu of the required 20' setback; 3. Disposal field 5' from the north and west property lines in lieu of the required 10' setback(s); and 4. Disposal field 78' from the neighboring well in lieu of the required 100' setback; on property located at 317 Cleverdale Road in the Town of Queensbury, NOW, THEREFORE, BE IT RESOLVED,that the Town of Queensbury Local Board of Health will hold a public hearing on Monday, July 1", 2024 at 7:00 p.m. at the Queensbury Activities Center, 742 Bay Road, Queensbury, to consider Greg Reisch's sewage disposal variance application concerning property located at 317 Cleverdale Road in the Town of Queensbury (Tax Map No.: 226.12-1-32) and at that time all interested persons will be heard, and BE IT FURTHER, RESOLVED, that the Local Board of Health authorizes and directs the Queensbury Town Clerk to publish the Notice of Public Hearing presented at this meeting and send a copy of the Notice to neighbors located within 500 feet of the property as required by law. Duly adopted this 17'h day of June, 2024,by the following vote: AYES NOES ABSENT: SEPTIC VARIANCE Office Use Only 11. IV ` Permit#: APPLICATION Permit Fee:$ Invoice#: 742 Bay Road,Queensbury,NY 12804 P:.518-761-8256 v-n.3,w.queensbury.net Approvals: 9 1® 7 r 7, Cj Submittal: 1 (one) original & 8 copies of the completed application p 'ag$RECEIVED JUN 12 2024 PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL QCEENSBURY �' w Section 1: CLERKS OFFICE 4 Contact Information: ,%� Property Owner(s): (4 ` r2i/«Ρ5Cff qwner's Agent: ✓ it-/7*/7Go/?7 Address: 3/ ili4c3i1 4* ��'E Address: frIALL 617,04,e07/19l uJ ,eL/r% .L." 0g, a,� > �,% ' s Phone#: /.aer. &Vb ,/ Phone#: S .s c' 7 0- C Email: `l`ce't : 7'% C-f/-5 7 C`Y X{// Email:jmeo?e/i-// Gv I1yc4O r'r`G lsi Section 2: Site Information: Site Address: 317 Cleverdale Road Tax ID#: 226.12-1-32 Directions to Site: NYS Route 9L to Cleverdale Road.. West side of the road Section 3: Distance from well on property to septic system(if applicable) Lake water source feet Section 4: Is it possible to install a conforming septic system on this property? ❑Yes •■ No If YES,please explain and attach a diagram: Section 5: Does the proposed system meet setback requirements for distance from wells&septic systems on neighboring properties? ❑Yes 0 No If NO,please explain: neighboring well(3 Lackey Rd)approx7(o new system Section 6: Is the proposed system to be installed under a parking area? ❑Yes 0 No Section 7: Section of the Sanitary Sewage Ordinance from which you are seeking the variance(i.e. leaching system will be 89 ft. from well in lieu of required 100 ft.):leaching system7y+/-from neighboring well, in lieu of 100' elle.:7Zi/ 274...C6:0 Septic Variance Application 4i0 i /0 /J ` ber 2021 Section 8: List the names, parcel addresses, and tax map numbers of all adjoining property owners. You may obtain this information from the Town of Queensbury's Assessor's Office: North Name Mary T. Maranville Address 321 Cleverdale Road Tax Map ID 226.12-1-34 South Name Thomas Koleci Address 315 Cleverdale Road Tax Map ID 226.12-1-29 East Name Robert Stickney Address 316 Cleverdale Road Tax Map ID 226.12-1-79 West Name Bruce Checkla Address 3 Lackey Road Tax Map ID 226.12-1-28 Section 9: OWNER STATEMENT I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at: 317 Cleverdale Raoad, I/We realize that putting the well,septic tank or leaching system less than the required 100 feet from the neighboring well may increase the risk of pollution. Owner—Print Name: �/ yL ,s-c Owner—Signature: Date: 7� 30,?/1 'L f Section 10: NEIGHBOR OR TENANT RELEASE STATEMENT(if applicable) I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at: 3 Lackey Road . I/We realize that putting the well, septic tank or leaching system less than the required 100 feet from the neighboring well may increase the risk of pollution. Neighbor/Tenant—Print Name: Neighbor/Tenant-Signature: Date: Septic Variance Application Revised December 2021 Section 11: AUTHORIZATION AND SIGNATURE PAGE This page includes the Authorization to Act as Agent form, engineering fee disclosure, authorization for site visits, other permit responsibilities and agreement to provide documentation required. Complete the following if the OWNER is using an Agent: Owner's Name: cikle Q' Designates G,�j7,//j as agent regarding the Septic Variance for ,/. -Z° e Ci/ Site Address: C' Tax Map#: ,1 , `d-_f_ c? Engineering Fee Disclosure: Applications may be referred to the Town consulting engineer for review of septic design, storm drainage, etc. as determined by the Town Board of Health. Fees for engineering review services will be charged directly to the applicant. Authorization for Site Visits: By signing this page and submitting the application materials attached herein,the Owner,Applicant and his/her/their agent hereby authorize the Town Board of Health, building and code Enforcement Officers and Town Engineer to enter the subject properties for the purpose of reviewing the application submitted. Please Note: Other permits may be required for construction or alteration activity subsequent to approval by the Town Board of Health. It is the applicant's responsibility to obtain any additional permits. Official Meeting Minutes Disclosure: It is the practice of the Town Board of Health to have a designated stenographer tape record the proceedings of the meetings resulting from the application, and that the minutes transcribed from those tapes constitute the official record of all proceedings. If there is a discrepancy between such record and the handwritten minutes taken by the designated stenographer,the handwritten minutes shall be deemed the official record. I,the undersigned, have thoroughly read and understand the instructions for submission; agree to the submission requirements and completed checklist: OWNER—PRINT NAME: Cal' %'\-c'%L- c' OWNER—SIGNATURE: 442 (2 _ ,, DATE: 43�'d"`� AGENT—PRINT NAME: c-Re i` (7, 117 iiein AGENT—SIGNATURE: 1(if// ���y�-_ DATE: titi�-id' I Septic Variance Application Revised December 2021 , .. ,.. , - 3/7 cleverdale road-location . . ... . 7tti --.i:ix e...)- ,,-,1•1' - '''':;'-'•7----:77,--•7'e •-,'..':.:•,',.----'4?-•. ,----.---.-4.--z:",-:".-i-,-1,-, -'-'.:. V.-...4"ez...................--mit...4.17, ' '1715*41*ftli'kafti".4 .- ilii.;'p '',._, ., *aft. "--,,l'A 1:_•!•• •I I - - , __ . 4;‘1,7 4: ,'•-'•A , . 1" .•-r".3 ) :11 i -'-';'2-:::::',--::-•: -.4:17!•,:,,:271-..,_ ,--A .. - -47',7 ''':' -. 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Town Boundaries F 0 485 970 1,940m Parcels Copyright:©2013 National Geographic Society,i-cubed Warren County NY GIS NYS ITS Geospatial Services I NYS ITS Geospatial Services,Westchester County GIS I DJ Pennala I NYS Adirondack Park Agency I EJG I Esri,TomTom I NYS Dept.of Environmental Conservation N a; 0 N C 0 U In 3 0 J C 0O U v w W 0 V) Y O 3 W Z a� 0 In C E a1 v- a) ar C 3 a E 0 U In s 0 0 U) W awl 0 a- M C m v aD L - a� a� 0 T v 3 T C v c c E U O L 0 0 0 T > N -v v J CL E 0 x m LO a� a� c 0) c w 0 c 0 UI In ru 0 a- 0 0 c 0 U a) 'O a) r L v C 01 C U 0 In 0 ar c C 0 0 L au CL T Cr v _o N CD 0 N I,- C 0 U ar 3 v J C 0 0 0 7 w V v N 3 a Z 0 :5 0 0 0 0 O In Z Z Q 3 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 trench by overflowing solids not removed by the septic tank. 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 Engineer. The seal and signature on any drawing specifically excludes certification for future expansion or field replacement. 3. No garbage grinders allowed unless installed as initial construction of the house, and the septic tank size increased by 250 gallons. 4. No sump pump, water softener backwash, spas, hot tubs, whirlpools, or condensate waste shall be drained into the system. 5. The dwelling shall have water saving fixtures, including but not limited to: 2 gpm shower heads, low water use toilets. 6. Observe water conservation practices. 7. Septic tanks shall be inspected annually to determine the scum and sludge accumulation by the t f b 'Id- t d t ch ins ection shall be /IIO - SEE CHART AMOW FOR VAfi WCE REOUESM - U-9 0S U RED MUST BE STAKED OUT AND CHECKED PRIOR )10 CONSTRI/CTIONG - RESERVE AREA NOr SH01119V DO W SIZE' CONSTRAINTS THE RESERW AREA f t R FUTURE USE WOULD MIZE' MEFAILED PORTION OF NEW SYS7 M AND REPLACIAIW IN KIND DUE 70 THE REMM77ONS OW THIS PRIOIPERM - ALL LAAMICAPI/VIG REVOVAL .991L HAVE PRIOR APPROVAL FROM THE ONWER - WATER SOURICE IS TAKEN FROM ME LAKE: - MERE IS (1) NEU SOURCE 70 TH£ NEIGHBORING PROPERTY AO 7H£ SiOU1HM7,, AS - OJM OW THE ME' PLAN. NEW DIS)°IOSAL AREA CAN NE ONLY ACHEA 75' SEPAR4TIDy1/, NOT THE 100' AS REi� IAW. NT - ALL 017S77M EURUEE71 O MERED DURING NEW SYSTEM/ INSTALL M&L BE REWWO AND TAKEN 70 A-WITABLE DISMS�IL &M homeowner or a qualified septage hauler. The amoun o ul up no e a ea p recorded and maintained in a record book. The septic tank shall be pumped whenever the bottom of Proposed the scum layer is within three inches of the bottom of the outlet baffle or tee, or the top of the sludge ;M aDisposal F is within ten inches of the bottom of the outlet baffle or tee. The pump -out clearances also apply to I any chamber in multi -compartment tanks and to any tanks in series (i.e. pump out all tanks/chambers - 5 laterals ® 40' as soon as any tank or chamber fails the minimum clearance). Most tanks should be pumped out every - Disposal area layout is crit%Co/ to two to five years. setback requirements Contractor to 8. When septic tank is pumped, the septic tank inlet connection, baffles/tees, house sewer connection, stake limits Of disposal area prior to tank outlet connection, and pump pit (if present) shall be inspected. Any baffle or tee that have construction. deteriorated and no longer perform as designed must be replaced. Cracked or broken lines must be - Minimum separation to any impervious repaired or replaced. /Oyer is 48to bottom of disposal 9. Any company employed to clean and service the septic tank and system, must be a permitted area. 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. 10. Septic tank additives shall not be used in the septic system. Additives are unnecessary for the proper operation of household systems and may cause the sludge and scum in the septic tank to be discharged into the absorption field, resulting in premature failure. 11. Do not dispose of excess household grease and fat in the septic system. 12. 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. 13. Do not pour or dump chemical cleaners (i.e. ammonia) in the sinks or toilets. 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. 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 wastewater flow than designed will require a redesign of the disposal system by a licensed Professional Engineer. 17. The stamp seal and signature of the design engineer is for the intended use only, and any change of use invalidates the seal. 18. The effluent filter shall be checked and cleaned if necessary during each inspection of the septic tank. A record of filter cleaning is recommended so to better monitor the amount of solids trapped in the filter cartridge. SEPTIC SYSTEM CONSTRUCTION NOTES 1. The installation contractor shall notify the Code Enforcement Officer and/or the design engineer prior to work, to review the installation details and inspection procedures. 2. There shall be no construction of sanitary facilities (septic systems) within 100 feet of a classified wetland or water body. 3. No roof, footing, floor, condensate, cooling water, softener backwash or any other drains shall be connected to the septic system. 4. Fill material to be clean, loamy sand, with a stabilized in -place percolation rate to be no less than 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. 5. Piping material specifications: A. House to septic tank: 4" PVC schedule 40 solid pipe with watertight joints, minimum slope of 1 /4" per foot; B. Septic tank to distribution box or effluent pump pit: 4" PVC schedule 40 solid pipe with watertight joints, minimum slope of 1 /8" per foot; C. Where installed, effluent pump pit to distribution box: 1 1 /2" PVC schedule 80 solid pipe with pressure rated watertight joints, pitched on reverse slope to drain into pump pit; D. Distribution box to septic field absorption trench: 4" PVC sdr-35 solid pipe, minimum slope of 1 /8" per foot; E. Septic field absorption trench: 4" PVC sdr-35 perforated pipe, maximum slope of 1/16" per foot, cap all ends. 6. Septic tank specifications: A. Tank to be installed level on a 6" minimum layer of compacted gravel or stone; B. Precast concrete tank, dimensions and features as shown; 226. 12-1-35 f (lake source wtr) 226. 12-1-34 (lake source wtr) AREA l I 0.14f AC. l I /PF II II I I -- _ 276 f to /a/ ► 11 11 11 III I I I l r I I I I\ \ I J 226. 12-1-28 (lake source wtr)CID I I II II\ O i 11 �11 III Proposed ! 5' septic PT1 /2 ..i r Setback i JPF l 226. 12- 1-30 ,>y I 1PF 01,15 10' Sepik l (vacant lot) ' eack ratla� Stb house I Pa seill rp 00 226. 12-1-29 %Ike source wtr) �'-------- _ well Lackey Road 226. 12-1-32 ke source wt,, house UP 61, -T lPF 231 lake garage I n \\ driv JRF a UP Q housG� I p i CL SETBACK REOUIREMENTS.-(VARIANCE) REOU/RED PROPOSED REFERENCE 10' 1015' North, West DISPOSAL FIELD TO PROPERTY LINE 20' 10' DISPOSAL FIELD TO RESIDENCE 10' 5' SEP77C TANK TO RESIDENCE 100' 78' DISPOSAL FIELD TO NEIGHBORING WELL Existing Septic Tank to be pumped dean and removed. Existng disposal area to be abandoned. Remove all effluent material encountered during construction of new system and dispose in a proper location. Any fill material to fill voids shall have a Percolation rate of 2-5 minutes -Proposed1500 Gallon Septic Tank. Install Effluent Filter and Cartridge. - new piping from house to tank MAP REFERENCES: 1. Mapping taken from Warren County GIS, Tax Maps and limited field messurernents and survey mapping provided by the owner. 2' OF STONE OVER PIPE MIN. 4' PERFORATED PIPE 66' MIN. l` 6' OF STONE UNDER PIPE MIN., UP TO 10' MAX % 48" MIN. D-BOX W7/7,77/77/77% BACKFILL 6' TO 12' L UNDISTURBED GROUND SHWr / LEDGE ROCK FINISH GRADE ,- GROUND SURFACE PERMEABLE GEOTEXTILE- 12' WASHED CRUSHED STONE 3/4" - 1 1/2' OR WASHED GRAVEL MIN., UP TO 16" MAX. EARTH BACKFILL UNDISTURBED GROUND JOINT PERFORATIONS (DOWN) PIPE SLOPE O 1/16" TO 1/32- PER FOOT TRENCH BOTTOM 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 O 1/16- - 1/32- PER FOOT. ABSORPTION TRENCH DETA]]L - TYPICAL V/j�� j j�� ��� j%� j��% 50% RESERVE AREA SHOWN DUE TO LOT CONSTRAINTS. � ABSORPTION TRENCH - TV- - - - - - - - - - 40' I `END CAP (TYP) r =1 SORPTION TRENCH LAYOUT DETAIL C. Inlet baffle or 4" PVC tee to extend 16" minimum below flow line, 6" above flow line; SITE PLAN D. Outlet baffle or 4" PVC tee to extend 18" minimum below flow line, 6" above flow line; 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 1"=30' G. Grade access covers to be 24" integrated plastic or cast-iron cover, securely attached to tank. 26' TOPSOIL w/SEED & MULCH (SEE BASIS OF DESIGN) 7. Distribution box specifications: X,� Uo SLOPRAIN RESERVED A. BOX to be installed level on a 12" minimum layer of compacted gravel Or Stone; -- ORIGINAL GRADE i-"•"""�"I SLOPE - -- 50% EXPANSION - B. Precast concrete box, dimensions and features as shown; 100' MINIMUM (200' MINIMUM TO ANY UPSLOPE DISPOSAL SYS1 C. Outlet speed levelers to be installed in the distribution box and adjusted to equalize the flow 50' MINIMUM to each lateral. 8. A permeable geotextile or non -woven filter fabric to be installed over the absorption trench areas to prevent the infiltration of soil into the aggregate. USABLE MIN. DEPTH 20 MINIMUM 1 TO 60 MIN/INCHCH PERCOCO LATION RATE ABSORPTION TRENCH 4'-0" 2'-0" 10' MINIMUM 10' MINIMUM SEPTIC SYSTEM GENERAL NOTES (SEE TYPICAL DETAIL) MIN. MAX. SEPARATION: 48" MINIMUM DEPTH To F.F. ELEV. 1. There shall be no change on these plans in advance of, or during construction, without prior written BOUNDARY CONDITION: GROUNDWATER, BEDROCK, OR IMPERMEABLE STRATA -� BOUNDARY CONDITION 1/11111771 approval of the design engineer. 2. The workmanship, construction practice, material standards, and inspection requirements shall comply with the latest edition(s) of the following: A. New York State Department of Health 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 B. Local town, village, or city sanitation ordinance(s). 3. The following inspections of the septic system by a licensed Professional Engineer shall include: A. Fill material, at borrow pit or source of origin (perk. test may be required); B. Fill material, in -place and finish graded; C. Prior to backfill of piping, tanks, pits, well seals, etc.; D Upon final grading of site. -- - _-_ v�riAIA�AIQ��AVAv4e�vw�vn��vw�v�vnv---------------- ------------c------ - .--- - -- - DUAL COMPARTMENT FULL -DEPTH BAFFLE w/PORT (SEE NOTES) 4. Any modifications to the septic system design shall be performed by a licensed Professional 4- INLET PIPE 24" R (TY) " 4' OUTLET PIPE Engineer. IleSLOPFT. MIN. t C0� ( ) i i 1/s' / FT MIN. SLOPE 5. The installation contractor shall prepare the "as -built" sketch which has accurate dimensional ' `, distances to each of the septic system components, as measured from at least two different physical ;,; .BAFFLE (Typ. landmarks (i.e. foundation corners, well cap, boundary markers, etc.). This record information shall be A� - - - _ I I _ _ _ A furnished to the home owner, Town, or other municipal officer, as required, and prior to occupancy of - .. .: , .:..:... -, the dwelling. . . . 6. The septic system designs are typical size requirements for the number of bedrooms listed in the *INLET & OUTLET a' PVC TEE's MAY BE design charts, and are based on established design flows and preliminary soil percolation rates USED INSTEAD OF CONCRETE BAFFLES determined in the field. The installation contractor shall immediately notify the design engineer of anyGTH' field conditions which deviate from the information as shown on the approved plans. PLAN VIEW 7. The septic system designs shown were sized in accordance with the New York State Department of Health standards, and local regulatory codes, as applicable. FINISHED GROUND 8. The home owner is referred to the Health Department publication (Note 2, paragraph A.2 listed above) for the recommeded procedures in system operations and maintenance. 9. The design engineer shall be relieved of liability if the home owner fails to maintain the septic system 4" INLET PIPE 12' GONER Max. 'Top in accordance with the Health Department guidelines and/or the limitations listed on this plan, causes SLOPE �' MIN' to exceed the design flows, or modifies the system in any way. 10. The home owner shall immediately notify the Health Department if the septic system has failed. s' MIN. 16" MIN. 18" MIN. z If B' o FINISHED GROUND EACH OUTLET FITTED NON -TRAFFIC RATED WTH SPEED LEVELERS STRUCTURE 12" COVER MAX 1 1/2- THICK ALL SIDES i • .* ' 4" OUTLET PIPE 4' INLET PIPE 4' INLET PIPE - - 4' OUTLET PIPE 1/8- / FT. MIN. SLOPE 11W / Fr. MIN. .•Y 1/8' / FT. MIN. SLOPE SLOPE BAFFLE s SLOPE � --- 2' MIN. SUMP •l1' •iJ' ,•, A�------------- '•, 1A 12" MIN. COARSE SAND WATERTIGHT OR PEA STONE JOINT (lYP) Xi M iY 4- KNOCKOUTS w/HDPE PIPE SEALS PRODUCT: FORT MILLER /2 DISTRIOU77ON BOX, OR EQUAL SECTION A -A DI TR�BUTI QN 1 BOADETAII OUTLET (TV-5) GROUT UNUSED PLAN VIE opDoNGs ,FLU. 6" MIN. CLEAN SAND, PEA NIrE,YYO,,R WASHED AGGREG �TE" 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 s 34 S.F. 4 440 GPD 1,250 34 S.F. 1,500 • 40 S.F. 5 550 GPD 1.500 34 S.F. 1,750 * DUAL COMPARTMENT TANK & GAS DEFLECTION BAFFLE REQUIRED NOTES EFFLUENT FILTER 1 WHEN GARBAGE GRINDERS ARE INSTALLED AT THE TIME OF HOUSE CONSTRUCTION, w/ GRADE ACCESS COVER NOTES) A GAS DEFLECTION BAFFLE AND A DUAL COMPARTMENT SEPTIC TANK, OR Two (SEE TANKS IN SERIES, SHALL BE PROVIDED TO MINIMIZE THE SOLIDS CARRYOVER TO THE ABSORPTION AREA (DISPOSAL FIELD). 4' OUTLET PIPE 1/8" / FT_ MIN. 2. 3" MINIMUM ELEVATION DROP THROUGH STRUCTURE FROM INLET TO OUTLET. SLOPE -► 3. TANK SIZE REQUIREMENTS FOR MORE THAN SIX BEDROOMS (EQUIVALENT DAILY FLOW) SHALL BE CALCULATED BY ADDING 250 GALLONS AND SEVEN SQUARE FEET OF SURFACE AREA FOR EACH ADDITIONAL BEDROOM. A GARBAGE GRINDER SHALL BE CONSIDERED EQUIVALENT TO AN ADDITIONAL BEDROOM FOR DETERMINING TANK SIZE. A HOT TUB/SPA SHOULD BE CONSIDERED EQUIVALENT TO AN ADDITIONAL BEDROOM FOR DETERMINING TANK SIZE t- x 4. EFFLUENT FILTER,-POLYLOK- BRAND OR SIMILAR PRODUCT TO BE jW ADDED TO THE SEPTIC TANK OUTLET. EFFLUENT FILTERS WHEN PROPERLY MAINTAINED CAN EXTEND THE USEFUL LIFE OF THE DISPOSAL FIELD. ALL o SYSTEMS ARE SUSCEPTIBLE TO CLOGGING BY SOLIDS CARRY-OVER, LEADING TO PREMATURE FAILURE. IF INSTALLED, A GRADE ACCESS COVER SHALL BE PROVIDED FOR PERIODIC INSPECTION & CLEANING OF THE EFFLUENT FILTER DEVICE. GAS DEFLECTION BAFFLE (SEE NOTES) SECTION A -A • AVAILABLE AS SINGLE COMPARTMENT TANK as TANK AVAILABLE AS DUAL COMPARTMENT SEPTIC TANK DIMENSIONS LQ MANUFACTURER INFORMATION 48" FORT MILLER CO., SEAMLESS TANK CAPACITY LENGTH WIDTH INLET OUTLET HEIGHT WALL TOP Fl OOR 48" FORT MILLER CO., SEAMLESS 8'-8 1/2' 5'-0 1/2' 4'-9' 4'-6. 5-6- 3" 4" 4' 49" FORT MILLER CO., HEAV1►DUTY 1000 ' 3' 4'-9" 4'-6" 5'-6' 4' 4 1,250 6'-3. 6' 8 6• 11'-0� 6,4 5 -1 1,500 x�a _q.4"M ► rr II II II WELL SUPPLY 4' SOLID PVC SCH-40 11el FT MIN. SLOPE r BASIS OF DESIGN . P - • 3 BEDROOMS Percolation rate = 3 minute 00 seconds (actual) Percolation rate = Use 1-5 min. for design. Application Rate 1.2 gal/day/s.f. Q = Use 150 gal/day/bedroom Use Q = 450 gpd 450 gpd A------ 1.2 gpd/sf A = 375 sf L=375sf/2sf L = 188 ft trench r ft 5 LATERALS 0 40' required = 20OLF PROPOSED TRENCH LENGTH - SEE BASIS OF DESIGN & LAYOUT DETAIL 10' MIN. NOTE: THIS DETAIL ILLUSTRATES THE MINIMUM REQUIREDLU,i1 I SEPARATION DISTANCES FOR SANITARY FACILITIES ON A _ BUILDING LOT. SEE SITE PLAN FOR LAYOUT DIMENSIONS 7 oLL WHICH MAY BE GREATER THAN SHOWN IN THIS DETAIL. 0 � 2; O UPSLOPE RUNOFF DIVERSION SWALE a o w 4OLF-' PERF. PVC SDR-35 1/16" / FT. \/ MAX SLOPE l \ FINISHED GROUND 6" MIN. END CAP SOLID PVC SDR-35 SEPARATION: - 1/8" / FT. MIN. SLOPE 48' MINIMUM DEPTH TO BOUNDARY CONDITION PERCOLATION TES I S: November 1 b,ZC PERCOLATION TEST RUN NUMBER PERCOLATION HOLE (PT) 1 (24" DEEP) 2 (24" DEEP) 1 PRESOAK PRESOAK 2 1min 22sec lmin 45sec 3 1min 47sec 2min 20sec 4 5 2min 25sec 2min 31sec 2min 40sec 2min 35sec ABSORPTION FIELD BED / TRENCH SYSTEM 0 Designed 9V TW Drawn BV 111111110 Checked By TW Approwd BV Filename Project No. 23-291 P%ect Date 12.1.23 Z V O V W � O LU H O� oC L J O CIO Z �N cc 13 Z O W L 2F UJ 2 CL W, = W Q V V _ `^ Qu UJ V 4A .� � �. W J CL I Z iceM � UJ IOC�jg 4. tlf o. 0 U.1 W � tA O Z O SOIL PROFILE INFORMATION TEST PITS AND PERC TESTS: November 16, 2023 TP-1 0-9" TOPSOIL 23 9"-21" BROWN SAND 21 "-50" BROWN SANDY LOAM 50"-84" BROWN SANDY LOAM W/GRAVEL DEPOSITS WALES WATER SEEP ® 76", NO MOTTLING, ROOTS TO 6".ENGINEERING STABILIZED PERCOLATION RATE: 2 minute 35 sec PERFORMED BY JEFF MANCINI, WALES ENGINEERING 68 Wat �view Drive, Saratoga Springs, NY 12866 1518) 581.002E Phone/Fax - wdeseng®rycap.rT.com MATERIAL SPECIFICATIONS SCHEDULE ITEM SIZE MATERIAL SEE DETAIL PRE -CAST CONCRETE SLOPE ` Sheet NO. O 1 SEPTIC TANK ■ SEE DETAIL PRE -CAST CONCRETE DISTRIBUTION BOX - 1/4- / FT. MIN. Drawing No. 4' SOLID PVC SCH-40 HOUSE TO SEPTIC TANK 4" SOLID PVC SCH-40 1/8- / FT. MIN. SEPTIC TANK TO D-BOX 4' SOLID PVC SDR-35 1/8" / FT. MIN. WE-001 D-BOX TO LATERALS 4" PERFORATED PVC SDR-35 1/16" / F7 MAX. LATERALS TAX MAP 226.12-1-32 WARREN C OUN