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1.3 1.3 SETPHNARMilliarns Al—Additional-New Leach Field to Neighbors Well—In AP. A- 11-21-2022 RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL VARIANCE APPLICATION OF AL WILLIAMS RESOLUTION NO.: 2022 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, Al Williams previously applied to the Local Board of Health for variances fi-orn Chapter 136 to install a new leach field on property located at 23 Sunset Lane in the Town of Queensbury with such leach field lobe located: 1 3' from the side yard property line instead of the required 10' setback; and 2. 77' fi-om the well instead of the required 100' setback; and WHEREAS, by Resolution No.: BOH 88,2022, the Local Board of Health granted such variances, and WHEREAS, Mr. Williams has now advised that subsequent to such variance approval, he discovered that one of his neighbors installed a new well approximately 80' from Mr. Williams' proposed new leach field and therefore, Mr. Williams has submitted a new application for an additional variance for his new leach field to be located 80' from his neighbor's well instead of the required 100' setback, NOW, THEREFORE, BE IT RESOLVED, that the Town of Queensbury's Local Board of Health will hold a public hearing on Monday, December 5"', 2022 at 7:00 p.m. at the Queensbury Activities Center, 742 Bay Road, Queensbury, to consider Al Williams' sewage disposal variance application concerning property located at 2') Sunset Lane, Queensbury (Tax Map No.: 226.19-2-8) 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' of the applicant's property as required by law. Duly adopted,this 21 stday of November, 2022, by the following vote: AYES NOES ABSENT: RE, SOLUTION APPROVING AL WILLIAMS' APPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCE RESOLUTION NO.: BOR 88,2022 INTRODUCED BY: Mr.Anthony Metivier WHO MOVED ITS ADOPTION SECONDED BY: Mr.Harrison Freer WHEREAS, Al Williams (Applicant) filed an application for variances from provisions of the Town of Queensbury On-Site Sewage Disposal Ordinance Chapter 136 to install a new leach field on property located at 23 Sunset Lane in the Town of Queensbury with such leach field to be located:: 1. 3' from the side yard property line instead of the required 10' setback; and 2. 77' from the well instead of the required 100' setback; and WHEREAS, the Town Clerk's Office published the Notice of Public Hearing in the Town's official newspaper and the Local Board of Health duly conducted a public hearing concerning the variance request on Monday,November 7t",2022, and WHEREAS, the Town Clerk's Office has advised that it duly notified all property owners within 500 feet of the subject property, NOW, THEREFORE, BE IT RESOLVED, that 1. due to the nature of the variances, the Local Board of Health determines that the variances would not be materially detrimental to the purposes and objectives of this Ordinance or other adjoining properties nor otherwise conflict with the purpose and objectives of any Town plan or policy; and 2. the Local Board of Health finds that the granting of the variances is necessary for the reasonable use of the land and are the minimum variances which would alleviate the specific unnecessary hardship found by the Local Board of Health to affect the Applicant; and BE IT FURTHER, RESOLVED, that the Local Board of Health hereby approves the application of Al Williams for variances from the Sewage Disposal Ordinance to install a new leach field on property located at 23 Sunset Lane in the Town of Queensbury with such leach field to be located:: 1. 3' from the side yard property line instead of the required 10' setback; and 2. 77' from the well instead of the required 100' setback; on property located at 23, Sunset Lane in the Town of Queensbury and bearing Tax Map No: 226.19-2-8, and BE IT FURTHER, RESOLVED, that the Town Board authorizes and directs the Town Clerk to forward by certified mail a certified copy of this Resolution to the Adirondack Park Agency for its review, and BE IT FURTHER, RESOLVED, that this approval Resolution shall not be effective until 30 days after such notice to the Adirondack Park Agency and shall be subject to any lawful action by the Adirondack Park Agency during such period. Duly adopted this 7"'day of November, 2022, by the following vote: AYES Mr. Freer,Mr. Ferone, Mr. McNulty, Mi. Strough,Mr. Metivier NOES None ABSENT: None Office Ilse Only SEPTIC VARIANCE Permit#: APPLICATION Permit Fee:$ 'Folim 10 t frecnslaunInvoice#: 742 Say Road,Queensbury,NY 12804 Approvals: P:518-761-8256 www.gueensbury.net Submittal: 1(one) original &8 copies of the completed application packageo PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL I RECEIVED It Section 1: NOV 18 2022' Contact Information: Property owner(s). Al Williams Owner's Agent: Wales Engineerl Address: 7 Thourobred Way Address: 68 Waterview Drive Clifton Park, NY 12065 Saratoga Springs, NY 12866 Phone#: 518.365.7015 Phone#: 518.703.2480 Email: slwgsxr13@gmail.com Email: waleseng@nycap.rr.com Section 2: Site Information: Site Address: 23 Sunset Lane Tax I D#: 226.19-2-8 Directions to Site: Assembly Point Section 3: Distance from well on property to septic system(if applicable) 65' to existing feet Section 4: Is it possible to install a conforming septic system on this property? ❑Yes RN No If YES,please explain and attach a diagram: Section 5: Does the propo5adsystem-meet setbaFck-requirements-for-distance from wells&septic systems-on,neighboring properties? RYes RN No If NO,please explain:small lot,septic separation of 100'cannot be acheived. Section 6: is the proposed system to be installed under a parking area? R Yes RE No Section 7: Section of the Sanitary Sewage Ordinance from which you are seeking the variance(i.e. leachin, system will be 89 ft. from well in lieu of required 100 ft.):rear setback 10'to 3', site well to septic 77', neighlVorn r well to 80' Septic Variance Application Revised December 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 Mathew Nueber Address 24 Sunset Lane Tax Map ID 226.19-1-7 South Name Scott Dubin Address Sunset Lane-off Tax Map ID 226.19-2-12 Fast Name Scott Hunt Address 15 Sunset Lane Tax Map ID 226.19-2-6 West Name William S. Levett Address 27 Sunset Lane Tax Map ID 226.16-2-9 Section 9: OWNER STATEMENT I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing andseptic system located at: 23 Sunset Lane I/We realize that putting'the well,septic tank or leaching system less than the required 100 feet from the new leach field may increase the risk of pollution. Owner—Print Name!-Al Williams Owner—Sigriature:-- J Date: 11.16.22 Section 10: NEIGHBOR OR TENANT RELEASE STATEMENT(ff applicable) I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing,and septic system located at: I/We realize that putting the well,septic tank or leaching system less than the required 1100 feet from the n increase the risk of pollution. Neighbor/Tenant—PrintName: r-0 Neighbor-/Tenant-Signature: -Aa4-c- 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 I Al Williams WalesEngineering Engineeri Williams Residence Designates: as agent regarding the Septic Variance for Site Address: 23 Sunset Lane 2 Tax Map#: 26.19-2-8 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. 1,the undersigned, have thoroughly read and understand the instructions for submission; agree to the submission requirements and completed checklist: OWNER—PRINT NAME, AI William 71/ 11,16.22 OWNER—SIGNATURE: Wl"���V,,U� DATE: V I k.1 AGENT—PRINT NAME: Timothy W. Wales P.E. AGENT—SIGNATURE: /1 DATE: 11.16.22 Septic Variance Application Revised December 2021 f- SEPTIC VARIANCE Office Use Only Permit#: APPLICATION Permit Fee:$ Tarn 0 Qrecn i!aun Invoice#: 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 www.gueensbury.net Approvals: Submittal: 1 (one) original & 8 copies.of the completed application package `. PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL Section 1: i� NOV 17 2022 Contact Information: �:=s •V/� t Al William- - Wales En ineerin -_ � Property Owner(s): Owners Agent: g_� y� Address:Address: 7 Thourobred Way68 Waterview Drive Clifton Park, NY 12065 Saratoga Springs, NY 12866 Phone#: 518.365.7015 Phone#: 518.703.2480 Email: slwgsxrl3@gmaii.com Email: waleseng@nycap.rr.com Section 2: Site Information: Site Address: 23 Sunset Lane Tax lD#: 226.19-2-8 Directions to Site: Assembly Point Section 3• Distance from well on property to septic system (if applicable) 65' to existing 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 S: Does the proposed system meet setback requirements for distance from wells&septic systems on neighboring properties? ❑Yes © No If NO,please explain: small lot,septic separation of 109 cannot be acheived. Section 6• is the proposed system to be installed under a parking area? ❑Yes E No Section 7: Section of the Sanitary Sewage Ordinance from which you are seeking the variance(i.e. leachin system will be 89 ft. from well in lieu of required 100 fit.):rear setback 10'to T, site well to septic 77', neighbor well to 80' Septic Variance Application Revised December 2021 Y 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 Mathew Nueber Address 24 Sunset Lane Tax Map ID 226.19-1-7 South Name Scott Dubin Address Sunset Lane-off Tax Map ID 226.19-2-12 " East Name Scott Hunt Address 15 Sunset Lane Tax Map ID 226.19-2-6 West Name William S.Levett Address 27 Sunset Lane Tax Map ID 226.16-2-9 Section 9• . OWNER STATEMENT I/We do hereby relieve the Town of Queensbury from anyliabilities on the plumbing and septic system located at: 23 Sunset Lane , I/We realize that putting the well;septic tank or leaching system less than the required too feet from the new leach field may increase the risk,of pollution. Owner—Print Name: Al Williams Owner—Signature: Tt Date: 11.16.22 Section 10• NEIGHBOR OR TENANT RELEASE STATEMENT(lf applicable) I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at: . I/We realize that putting the well,septic tank or leaching system less than the required 100 feet from the may increase the risk of pollution. Neighbor/Tenant—Print Name:_ lr o.t-i? _• Lfft_n—� Neighbor/Tenant-Signature: d. '� C ` • % ' Dater Septic Variance Application RwAsed December 2021 n 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: Al Williams Designates: ales Engineering as agent regarding the Septic Variance for Williams Residence Site Address: 23 Sunset Lane Tax Map#: 226.19-2-8 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: AI ,WWilliamp 11.16.22 OWNER—SIGNATURE: DATE: i AGENT—PRINT NAME: Timothy W. Wales P.E. AGENT•—SIGNATURE: DATE: 11 .16.22 Septic Variance Application Revised December 2021 SEWER Williams—Additional-Leach Field Setback to Neighbor Well—12-5-2022 NOTICE OF PUBLIC HEARING IN ACCORDANCE WITH TOWN OF QUEENSBURY ON-SITE SEWAGE DISPOSAL ORDINANCE CHAPTER 136, NOTICE IS HEREBY GIVEN THAT THE TOWN OF QUEENSBURY LOCAL BOARD OF HEALTH WILL CONDUCT A PUBLIC HEARING ON MONDAY, DECEMBER 5 TH, 2022 AT 7:00 P.M. AT THE QUEENSBURY ACTIVITIES CENTER, 742 BAY ROAD, QUEENSBURY TO CONSIDER AN APPLICATION BY AL WILLIAMS FOR A SEWAGE DISPOSAL VARIANCE TO INSTALL A NEW LEACH FIELD ON PROPERTY LOCATED AT 23 SUNSET LANE IN THE TOWN OF QUEENSBURY(TAX MAP NO.: 226.19-2-8) WITH THE PROPOSED LEACH FIELD TO BE LOCATED 80' FROM A NEIGHBOR'S WELL INSTEAD OF THE REQUIRED 100' SETBACK; TO OBTAIN FURTHER INFORMATION, ALL INTERESTED PERSONS MAY CONTACT THE QUEENSBURY TOWN CLERK'S OFFICE, 742 BAY ROAD, QUEENSBURY(518) 761-8234 OR VISIT ON LINE AT: WWW.QUEENSBURY.NET. -AT THIS PUBLIC HEARING ALL INTERESTED PERSONS WILL BE HEARD. PUBLICATION DATE: 12022 CAROLINE H.BARBER TOWN CLERK TOWN OF QUEENSBURY 7 O N r c 0 U 1n 3 0 J c 0 0 U w 0 O 0 r 3 a) Z Kv s 0 U) c 0 E m .� o- a; a; 3 T a E 0 U a s U) 0 c O U) U) O rn c 0 Ku L_ a) a 0 3 >T c 0 a1 U 0 r 6 0 0 rn v c 0 J CL E X x a) 0 a) a� c c w 0 c 0 W a) O a- v 0 c 0 U L a� L a) _0 c 3 rn C U O Kn Kn c c O 0 a T c 0 `o N of O N r- c 0 U a; In 3 0 J c 0 0 U 7 '0 Ld a) 0 V) 0 >_ 3 a) z a) 5 0 �0 • > 0 m +J I Z SEPTIC SYSTEM LIMITATIONS I 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 house periodically clean a septic tank commonly results in clogging of the soil that surrounds the absorption I 226 19- 1-8 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 I 226 19- 1-7 I field replacement. 3. No garbage grinders allowed unless installed as initial construction of the house, and the septic tank - -- size increased by 250 gallons. WSO 0 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, - house 226. 19-1- 9 WSO 0 low water use toilets. 6. Observe water conservation practices. by the V DRIVE 'G 7. Septic tanks shall be inspected annually to determine the scum and sludge accumulation SUNSET 1, 1 9 homeowner or a qualified septage hauler. The amount of build-up noted at each inspection shall be 160 / recorded and maintained in a record book. The septic tank shall be pumped whenever the bottom of _ --�Wso 0 I I 226. 19-2-8 1 the scum layer is within three inches of the bottom of the outlet baffle or tee, or the top of the sludge i is within ten inches of the bottom of the outlet baffle or tee. The pump -out clearances also apply to ��_ - I I I Well I any chamber in multi -compartment tanks and to any tanks in series (i.e. pump out all tanks/chambers - WSO 0 SEP,qIt as soon as any tank or chamber fails the minimum clearance). Most tanks should be pumped out every We// 1 I two to five years. 8. When septic tank is pumped, the septic tank inlet connection, baffles/tees, house sewer connection, 226. (if be inspected. Any baffle or tee that have 19-2-9 I I 1 pT 11 i Y9 tank outlet connection, and pump pit present) shall deteriorated and no longer as designed must be replaced. Cracked or broken lines must be 0 I 0..37�I ACRES �� perform + repaired or replaced. I ` w \ N O4 9. Any company employed to clean and service the septic tank and system, must be a permitted house house 01 septage hauler, with valid standing with the New York State Department of Environmental Conservation 'ate" office. Septic tanks should not be washed or disinfected after being pumped out. OoY 7r I 10. Septic tank additives shall not be used in the septic system. Additives are unnecessary for the O i 11.� proper operation of household systems and may cause the sludge and scum in the septic tank to be m discharged into the absorption field, resulting in premature failure. 10 11. Do not dispose of excess household grease and fat in the septic system. deck I I ? 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. I O 1-I-- V 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. I� 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 I of use invalidates the seal. ---J-- garage 18. The effluent filter shall be checked and cleaned if necessary during each inspection of the septic tank. I A record of filter cleaning Is recommended so to better monitor the amount of solids trapped In the 226 19-�2-i 12 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. Existing Septic Tank 2. There shall be no construction of sanitary facilities (septic systems) within 100 feet of a classified - Pump tank clean and check for wetland or water body. 3. No roof, footing, floor, condensate, cooling water, softener backwash or any other drains shall be size, structural integrity and connected to the septic system. wateretightness. /f found to be 4. Fill material to be clean, IoarilY sand, with a stabilized in 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 inadequate, rep/ace With new 1000 writing by a licensed Professional Engineer prior to delivery to the site. concrete septic tank w/effluent filter 5. Piping material specifications: - A. House to septic tank: 4" PVC schedule 40 solid pipe with watertight joints, minimum slope of 10' min to house 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; SITE E PLAN Newly InsWiled well 100 SE A AR rfON _ --•011 wei'l 226. 19-2- 6 Any Reserve area would be well ithin the setback area. Future failures would use need to built in the same location, Iwith total removals. Propos d 3' sepfic setbac , rear and side II I� II II II WELL SUPPLY 10' Septic Setback wooded Proposed Sewage Disposal Field 4 laterals ® 35' - 20' min to house - water source Colony Water District - rear side yard variance requested to - proposed - Site well separation variance requested to 77' Distribufion Box neighbor well separation variance requested to 80' Approx Existing Disposal Area C. Where installed, effluent pump pit to distribution box: 1 1/2 PVC schedule 80 solid pipe 1 "=30' 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: z A. Tank to be installed level on a 6" minimum layer of compacted gravel or stone; I LANDSCAPING: 6' MINIMUM B. Precast concrete tank, dimensions and features as Shown; 3' 20' TOPSOIL w/SEED do MULCH C. Inlet baffle or 4" PVC tee to extend 16" minimum below flow line, 6" above flow line; 4J (SEE BASIS OF DESIGN) D. Outlet baffle or 4" PVC tee to extend 18" minimum below flow line, 6" above flow line; - GRADE ro DRAIN it I RESERVED ORIGINAL GRADE - i - MINIMUM 50, EXPANSION 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. G. Grade access covers to be 24" integrated plastic or cast-iron cover, securely attached to tank. USABLE SOIL• 60" MIN. DEPTH 7. Distribution box specifications: 1 TO 60 MIN/INCH PERCOLATION RATE A. BOX to be installed level on a 12" minimum layer of compacted gravel or stone; ABSORPTION TRENCH 4•_O" 2'-0' B. Precast concrete box, dimensions and features as shown; (SEE TYPICAL DETAIL) MIN. MAX. SEPARATION: C. Outlet sBOUNDARY CONDITION: GROUNDWATER, BEDROCK, OR IMPERMEABLE STRATA peed levelers to be installed in the distribution box and adjusted to equalize the flow Q 36" MINIMUM DEPTH TO BOUNDARY CONDITION to each lateral. \\ h areas to;;;;;;;;;;;;;;;,,,,,,,,,,;;;;;;;;;;;;;;;;;;;;;;,,,,,,;;;;;;;;;;;;;;;;;;;;,,,,,,,,,,,,,,,,,,,,,,,,. 8. A permeable geotextile or non -woven filter fabric to be installed over the absorption trenc ,•------- ----------- ,,,,,,,,,,,, prevent the infiltration of soil into the aggregate. SEPTIC SYSTEM GENERAL NOTES ABSORPTION TRENCH SYSTEM 1. .There shall be no change on these plans in advance of, or during construction, without prior written approval of the design engineer. 2 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 followingins ections of the septic tem b a licensed Professional Engineer shall include: DUAL COMPARTMENT p p ys y g FULL -DEPTH BAFFLE w/PORT (SEE NOTES) A. Fill material, at borrow pit or source of origin (perc. test may be required); _ B. Fill material, in -place and finish graded; 4. INLET PIPE 24' INSPECTION 4' OUTLET PIPE C. Prior to backfill of piping, tanks, pits, well seals, etc.; 1/4" / FT. ON. C01� (TYP) I I SLOE D. Upon final grading of site. sloes -� I I `�` . 4. Any modifications to the septic system design shall be performed by a licensed Professional *BAFFLE (TYP �� o Engineer. 5. The installation contractor shall prepare the "as -built" sketch which has accurate dimensional pl�_ A ---t{------ distances to each of the septic system components, as measured from at least two different physical landmarks (i.e. foundation corners, well cap, boundary markers, etc.). This record information shall be *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 GPO 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. furnished to the home owner, Town, or other municipal officer, as required, and prior to occupancy of • DUAL COMPARTMENT TANK & GAS DEFLECTION BAFFLE REQUIRED the dwelling. LENGTH' 6. The septic system designs are typical size requirements for the number of bedrooms listed in the design charts, and are based on established design flows and preliminary soil percolation rates PLAN VIEW determined in the field. The installation contractor shall immediately notify the design engineer of any NOTES field conditions which deviate from the information as shown on the approved plans. EFFLUENT FILTER 1 WHEN GARBAGE GRINDERS ARE INSTALLED AT THE TIME OF HOUSE CONSTRUCTION, 7. The septic system designs shown were sized in accordance with the New York State Department of FINISHED GROUND GRADwl (SEEE COVER A GAS DEFLECTION BAFFLE AND A DUAL COMPARTMENT SEPTIC TANK, OR TWO i TANKS IN SERIES, SHALL BE PROVIDED TO MINIMIZE THE SOLIDS CARRYOVER TO THE Health standards, and local regulatory codes, as applicable. �i �� �� ABSORPTION AREA (DISPOSAL FIELD). 9 Y PP ����1, i\\\ 8. The home owner is referred to the Health Department publication (Note 2, paragraph A.2 listed 4" OUTLET PIPE 4'•N.ET 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. 1A" / FL MOIL SLOPE 9. The design engineer shall be relieved of liability if the home owner fails to maintain the se tics system SLOPE ~ `" 3. TANK SIZE REQUIREMENTS FOR MORE THAN SIX BEDROOMS (EQUIVALENT DAILY P Ys FLOW) SHALL BE CALCULATED BY ADDING 250 GALLONS AND SEVEN SQUARE FEET in accordance with the Health Department guidelines and/or the limitations listed on this plan, Causes 6_MIN. _ - - - V___ - OF SURFACE AREA FOR EACH ADDITIONAL BEDROOM. A GARBAGE GRINDER SHALL 8E CONSIDERED EQUIVALENT TO AN ADDITIONAL BEDROOM FOR DETERMINING TANK to 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. L BEDROOM FOR DETERMINING TANK SIZE. 1 4. EFFLUENT FILTER,-POLYLOK' BRAND OR SIMILAR PRODUCT TO BE F-' w ADDED TO THE SEPTIC TANK OUTLET. EFFLUENT FILTERS WHEN 'WALL' ? PROPERLY MAINTAINED CAN EXTEND THE USEFUL LIFE OF THE DISPOSAL FIELD. ALL FINISHED GROUND EACH OUTLET FITTED NOW -TRAFFIC RATED (TYP.) FLOOR� SYSTEMS ARE SUSCEPTIBLE TO CLOGGING BY SOLIDS CARRY-OVER, LEADING TO N1TH SP® LEVELERS I PREMATURE FAILURE. IF INSTALLED, A GRADE ACCESS COVER SHALL BE PROVIDED FOR PERIODIC INSPECTION & CLEANING OF THE EFFLUENT FILTER DEVICE. 12' COVER MAX 1 1/2- THICK ALL SIDES 1 ' _ ' - •.-S: 6- MIN. CLEAN SAND, PEA 4' OUTLET PrE OR WASHED AGGREGATE s � 4' INLET PEE ' -` - 4' OUTLET PIPE 4' INLET PIPE = 1/■" / FT. WIL GAS DEFLECTION BAFFLE 1/8" / FT. N. -:::: { 4" O T FT PIPE 1/B' / FT. MRL SLOPE (SEE NOTES) SLOPE BAFFLE -�:' SLOPE SLOPE • AVAILABLE AS SINGLE COMPARTMENT TANK 2" MIN SUMP I SECTION A -A •• AVAILABLE AS DUAL COMPARTMENT TANK AL--- ----------- ---- A V~' ..... I I �- : _ SEPTIC TANK DIMENSIONS r;. , TANK CAPACITY •..:..r•r . ; M.� _;i;r, j6;; � i 1 j,u•^' 4" KNOCKOUTS ' OPENINGSS1 cc GIOUT UNUSED 1.000 SLENGTH WIDTH INLET OUTLET HEIGHT WALL TOP FLOOR LQ MANUFACTURER INFORMATION 12" MIN. COARSE SAND w/HDPE PIPE SEALS 1,250 1-8 1/2' 5'-0 1/2" 4'-9' 4'-6" 5'-6" 3" 4" 4" Q. FORT MILLER CO., SEAMLESS * WATERTIGHT MT��-„Ede, e DR EWAL JOINT {TYP) F7 N 1V � 1'� VIEW _2" 5'-3' 4'-9' 4'-6" 5'-6" 3" 4" 4' 48' FORT MILLER CO., SEAMLESS PLAN -0' 6'-0" 5' 4'-10' -3,6.8" 49' FORT MILLER CO., HEAVY*DUTY PRODUCT: FORT MILLER 12 DISMOU110N E SEPTIC SECTION A -A BOX DETAIL 3 ANK DETAIL N.T.S. needed) N.LS M.T.S. DISTMUMI - - N.T.S. 4' SOLID PVC SCH-40 1/4"/ FT MIN. SLOPE MATERIAL SPECIFICATIONS SCHEDULE ITEM SIZE MATERIAL SLOPE SEPTIC TANK SEE DETAIL PRE -CAST CONCRETE - DISTRIBUTION BOX SEE DETAIL PRE -CAST CONCRETE - HOUSE 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. BASIS OF DESIGN 3 BEDROOMS Percolation rate = 3 minute 17 seconds (actual) Percolation rate = Use 1-5 min. for design. Application Rate 1.2 gal/day/s.f. Use 0 = 330 gpd 330 gpd A= ------ 1.2 gpd/sf A = 275 sf L= 275sf/2sf/ft L 138 ft trench required 4 LATERALS O 35' = 14OLF PROPOSED 2' OF STONE OVER PIPE MIN. 4" PERFORATED PIPE 54" MIN. 6' OF STONE UNDER PIPE MIN., UP TO 10" MAX. 36" MIN. D-BOX PERCOLATION TESTS: SEPTEMBER 3. 2022 PERCOLATION TEST RUN NUMBER PERCOLATION HOLE (PT) 1 (24" DEEP) 2 (24" DEEP) 1 PRESOAK PRESOAK 2 3min 10sec 2min 55sec 3 3min 40sec 3min 10sec 4 3min 35sec 3min 22sec 5 3min 17sec. SOLID PVC SDR-35 1/8" / FT. MIN. SLOPE 24" BACKFILL 6" TO 12' L UNDISTURBED GROUND SHWi /LEDGE ROCK FINISH GRADE i GROUND PERMEABLE GEOTEXTILE- 12" WASHED CRUSHED STONE 3/4" - 1 1/2" OR WASHED GRAVEL MIN., UP TO 16" MAX. t INISHI_D GROUND SEPARATION: 36' MINIMUM DEPTH TO BOUNDARY CONDITION ABSORPTION FIELD BED / TRENCH SYSTEM EARTH BACKFILL UNDISTURBED GROUND 6" MIN. 12" MAX. END CAP N.T.S. PIPE 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. SECTION VIEW 3. INSTALL TRENCHES ASRSHALLOW ASPOSSIBLE 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 DETAIL -TYPICAL r 35' � ABSORPTION TRENCH LAYOUT 50% RESERVE AREA ABSORPTION TRENCH - TYP !D CAP (TYP) AIL N. T. S. SOIL PROFILE INFORMATION DEEP BOLE TEST PITS AND PERCOLATION TESTS: SEPTEMBER 3, 2022 TP-1 0-9" TOPSOIL 9" -291" BROWN SILTY LOAM 29"-%- TAN SILTY LOAM W/GRAVEL DEPOSITS SOAKTER, NO MOTTLING, ROOTS TO 3" PERF(ZED PERCOLATION RATE: 3 minute 17 seconds MED BY JEFF MANCINI, CLEAR 79' WARREN COUNTY TAX MAP #226.19-2-8 N.T.S. N N O _FL y 0 7 Designed OV TW DIIawn ®y MC,� Checked OV TW APProved 9V Flkname Project No. 22-260 Projed Date 9.1.22 Z W 0 V V N _ �O • J3 cc Z O UJ 0. UJ t/; V UJ Erin ern WQZ C( Lij UJ 41 0 N Z 0 O WALES M Lo ENGINEERING 58 Watmiew Drive, Saratoga Springs, NY 12866 (518) 581-01328 Phors/Fax • walecerg@rWWjr.DDm Sit No. 1 of 1 DraMng No. WE-001