Loading...
SEP-0752-2021 SEPTIC DISPOSAL PERMIT office Use only APPLICATION Permit#: Town ofQee bury Permit Fee:$ Invoice#: 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 www.gueensbury.net Septic Variance? N EJOA Flood Zone? b ,FAN V Wetlands? Y Reviewed By: Project Location: 34 Nacy Road rim pE C LIE E Tax Map #: 289.6-1-20 r 1 . NOV 2 4 2021 0 RESIDENCE INFORMATION: Year Built Gallons #of bedrooms: x gallons per =total dai y flowg� 1=QUEENS — per day bedroom Yes No 1980 or older 150 Installed? (choose one) ❑ W 1981-1991 130 Spa or Hot Tub Yes No 1992-Present 110 2 designed 3 110 330 Installed? (choose one) El [� PARCEL INFORMATION: ' Topography ❑ Flat Rolling Steep Slope 10-20 % Slope Soil Nature R1 Sand ❑ Loam ❑ Clay ❑ Other, explain: Groundwater At what depth? >48" Bedrock/Impervious material At what depth? >48" Domestic Water Supply ❑ Municipal W Well ❑Lake (if well or lake, water supply from any septic system absorption is 54 ft.) Variance approved 11/1121 Percolation Test Rate: 2:40 per minute per inch (test to be completed by a licensed engineer/architect) PROPOSED SYSTEM INFORMATION: Tank size N/A gallons (min. size 1,000 gallons, add 250 gallons for each garbage cylinder or Spa/hot tub New NSF-Enhanced Treatment Unit and new 300 gallon polyethylene pump station System Absorption field w/#2 stone Total Length ft.; Each Trench ft. Seepage Pit w/#3 stone How many: ; Size: Alternative System Bed or other type: Absorption Bed: 10'x 25' =250 SF Holding Tank System Total required capacity? ; tank size ; # of tanks Septic Application Revised April 2021 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): James Kennedy Mailing Address, C/S/Z: 33 Piping Rock Circle Saratoga Springs, NY 12866 Cell Phone: 845-797-2868 Land Line: Email: jameskpm5@gmail.com • Primary Owner(s): Name(s): same as applicant Mailing Address; C/S/Z: Cell Phone: - Land'Line: Email: �v Jd ❑ Check if all work will be.performed by property owner only • Contractor: Contact Name(s): Ellsworth &Son Ezcavating� Contractor Trade: Excavation/Installation Mailing Address, C/S/Z: 76 Ellsworth Lane Ext. Lake George NY 12845 Cell Phone: Land Line: 518-792-9246 Email: digging@ellsworthexcavating.com "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: Land Line: 518-745-0307 Email: thutchins@hutchinsengineering.corn Contact Person for Compliance in regards to this project: Hutchins Engineering PLLC Cell Phone: Land Line: 518-745-0307 Email: thutchins(cDhutchinsengineerina.corn NOTES: 1. Alarm system and associated electrical work must be inspected by a Town approved electrical inspection agency; 2. We will no longer allow systems to be covered until such time as an as-built plan is received and approved. The installed system must match the septic layout on file—no exceptions. 3. As- built drawings must be submitted prior to the inspection, if there has been a change to the submitted plans. 4. If, for any reason, the building permit application is withdrawn, 30% of the fee is retained by the Town of Queensbury. After 1 year from the initial application date, 100% of the fee is retained. 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: �SIGNATURE: 6eqI DATE: Septic Application Revised April 2021 TOWN OF QUEENSBURY 742 Bay Road, Queensbuty, NY. 12804-5902 Septic System Checklist IYSPlan to scale Received Deep hole perc test results from engineer/Architect if applicable(Town Approved Engineers and rchitects;June 30 to April 15 Town Engineer for unapproved Engineers and Architects) q4,NI wells on property and adjacent properties shown Y __Water line shown Municipal or well 10'separation to any part of system �etback to property lines show 10' or more for any part of system "4/6Septic tank and pump stations 10'from foundation 50'from any well/lake/wetland 10'from.any waterline 06&-r'� 4Septic 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) Iw2n Septic tank sized for number of bedrooms and add 250 gals for Jacuzzi tubs/garbage grinder each Leech Field 20'from foundation 100'from any well 10'from water linezV n - t-ftSeepage pit 150'from well 50'from septic tank '�-kSeepage Pits 3-times diameter apart Septic tank and pump stations over 30 gallons 50'from watercourse or wetland distance from bottom of trench or system 24"to bedrock or mottling 36"within 1000' of Lake George { s; ( Leech field 100'from watercourse or wetland Toe of mound or bottom.of retaining wall 10'from property line 100'from well 20'from Foundation Provide Engineer/Architect stamp for bed or design systems AADepartment of Health Approval for all mobile home park new systems Flood Plain requirements 2' above established flood elevation to bottom of system tJ All tanks anchored or 2' above flood elevation=, 0, Revised 4/15/2021 SCUM BAFFLE B CHAMBER Volume(gal) 7,085, Ql Sedimentation Chamber 198 2'3' 2� Q2 Anaerobic Filtration Chamber 198 RECIRCULATION (3) Aerobic Contact Filtration Chamber 95 AIR LIFT PUMP Q Clarification Chamber 44 3 DISINFECTION Q Disinfection Chamber 4 CYLINDER(OPTIONAL) Total Volume (540 4"INLET PI "OUTLET PIPE 3'-7jq[ 4 JA SPECIFICATIONS " ° Anaerobic Media PP/PE Board Type Aerobic Media PVC/PP/PE Aerobic Media PP/PE EFFLUENT Blower 2.8 cfin INLET BAFF O O 3 AIR LIFT PUMP Tank FRP Piping PVC/PP/PE 2-1/2"VENTILATION PIPE Access Covers Plastic/Cast Iron RECIRCULATION PIPE FLOW BAFFLE 1/2"AIR INTAKE Disinfectant(Optional) Chlorine Tablets FLOW OPENING(TYP. (CLEANING OPENING) B PLAN VIEW 18"ACCESS COVER 18"ACCESS COVER 18"ACCESS COVER DISINFECTION 18"ACCESS COVER (T YP) (TYP) (TYP) CYLINDER(OPTIONAL) FLOW OPENING 8" BOARD TYPE CONTACT MEDIA 2' Q 4 RECIRCULATION 4 o-„ 3'-114 1 3'-114. ® AIRLIFT PUMP 8 O 0 3'- f. 0 G AEROBIC MEDIA 8-" AERATION ASSEMBLY SECTION A-A VIEW SECTION B-B VIEW L NiClean USA CE-5 Structural Drawing 11/30/21,8:49 AM Model CE5 I Residential Treatment Systems I Fuji Clean USA Suffolk County s#1 Innovative and Alternative Wastewater Treatment System x CALL US EMAIL US Ll.Fu Gean USA J Tm ant Clean Water... M 40ti-2927 oContact Enter your keywords Search Home Products Applications Distributors Technical Library About Us Door•" Y Model CE5 Residential Treatment Systems • CE5 •CFZ • CE 10 Model CE5 The CES is Fuji Clean USA's most compact one-tank treatment system,engineered to treat up to 500 gallons per day of domestic wastewater to NSF/ANSI 40 standards.No preceding septic tank is required. Description A very small footprint(Tl"x 3'8")and weight of just under 400 pounds makes this system highly maneuverable and adaptable to the very tightest and most difficult- to-access sites.Designed to accommodate variableflows-andshoolrlea low power draw(1.2 kWh/day),low maintenance system is a natural choice for many small to average sized single family home .(3�bedrooms inmost states. NSF/ANSI 40 Certified Features • Reliable,Robust Performance.Based on both 3rd party testing in the U.S.(NSF),and corroborated by thousands of field test data points worldwide (including the U.S.)the CE5 produces a consistent effluent quality with a pollutant removal ratio of around 95%.For a technical explanation of system application,please refer to our Technical Summary. • Proven Technology.With over 50 years'experience,2+million installed systems(and currently installing over 40,000 per annum),Fuji Clean Co.,Ltd.(Fuji Clean USA's parent company)is the world's leading manufacturer of onsite wastewater treatment systems.With over 50 engineers on staff and a relentless pursuit of product improvement,the breakthrough CE and CEN model series are the company's most popular and successful product lines. • Low Profile.Aesthetically pleasing,the only visible indication of these one-tank systems are three 20"diameter at-grade covers.The unobtrusive football- sized Fi jiMAC 80RU blower and very small alarm panel can be located up to 100-ft.away and easily shielded from direct view. • Easy Maintenance.The CE unit is designed for efficient and effective semi-annual maintenance;the majority of which is accomplished with simple turning of control dials that purges heavy bio-film growth from the treatment media.No messy component removal and hose-down is necessary.A typical service visit that includes solids backwash cleaning takes about 20-30 minutes.The system is designed for efficient storage of sludge.Depending on use and influent strength,typical sludge pumpout is lx every 2-3 years. • Low Operational Cost.Best-in-class FujiMAC RII series linear diaphragm air blowers are both energy efficient and durable.Compare the system's 1.2 kWh/day power draw with the energy required of other systems.FujiMAC blowers should last around 5-years and low-cost blower rebuild kits are available from all Fuji Clean certified distributors and service providers. • Quiet.FujiMAC 80RII blower operates at a"library quiet"39 decibels.w hfps://ww.fujicleanusa.com/ce-models-residential/model-ce5 1/2 11/30121,8:49 AM Model CE5 I Residential Treatment Systems I Fuji Clean USA • Easy Installation.Plug and play units are ready for installation upon delivery.No onsite system assembly required.Systems are compatible with both Tuf-Tite and Polylok risers. Technical Documents 9 Fuji Clean USA Design Specification Table-PDF CE5 Structural Drawing-CAD CE5 Structural Drawing-PDF D MAC 80 RII Blower Specifications,Performance Curve,and Drawing 41-2 Greenwood Road•Brunswick,Maine 04011 207-406-2927(t) •888-789-1977(f) info @fyjicleanusa.co13 O ©2021 Fuji Clean USA https://www.fujicleanusa.com/ce-models-residential/model-ce5 2/2 O '_k� 2- 2-02-1 1 SERVICE CONTRACT I FOR THE FUJI CLEAN TREATMENT TECHNOLOGY i r I Ellsworth&Son Excavating, Inc. has been contracted by Fuji Clean USA and their Authorized Distributor to provide i you with the first two years of service, maintenance, and operation as well as any warranty service should it be required.This contract has been paid in full on your behalf. This contract is provided in accordance with applicable state and local regulations. j This contract,entered into between Ellsworth&Son Excavating,Inc.and James Kennedy shall be binding upon both parties in accordance with the conditions and terns set forth below: Contract Date: December 2021 ' Term of Contract: 2 years Location of Technology:property address: 34 Nacy Road,Queensbury,NY 12804 Model: Fujiclean CE5 j Maintenance and Other Services shall consist of. a. Inspection, Maintenance, and Operation: Service Provider agrees to inspect, maintain-and operate the Fuji Clean treatment system per the TN DEC and manufacturers requirements.This includes but is not i limited to the following_ two service visits per year (B-month intervals). Service visits will include performance of operation and maintenance activities detailed in the Operation and Maintenance manual; check the sludge depth to determine the need for pumping; I inspection of the final effluent to determine proper operational performance;and I test the process parameters including but not limited to DO, pH, and turbidity to maintain proper operation; 1 b. Service Calls:Service Provider will provide services calls within two business days: Service Provider will apply a charge for labor,travel time and shipping for any necessary replacement parts unless covered by j the manufacturer's warranty. i c. Completed inspection form will be submitted to local and state authorities as required. d. Contract is transferable in the event of sale of the home. i The owner of the system agrees to use the system as outlined in the owner's manual.The owner also understands that any abuse of the system may void the manufacturer's warranty. Owner acknowledges that the following items can overtax the biological process of the system and shall avoid introducing'dental floss,disposable diapers,kitty litter,sanitary napkins,tampons,cigarette butts,condoms and other '. items of similar nature.Owner acknowledges that the following can destroy the biological process and agrees to not Introduce chemicals such as paints,varnishes,thinners,waste oils,photographic solutions,pesticides and excessive amounts of household chemicals into the system.The owner acknowledges that violation of these terms will void the manufacturer's warranty and may be in vi lation of state law. ) / Homeowner: l Date ~! -! ZZ Service Provider. . _ Date `Z (Autho ed A'gent Please sign and return to the Service Provider whose name and address appear below: Ellsworth&Son Excavating,Inc 10302 State Route 149 Fort Ann,NY 12827 r .ryn R ` SEPTIC VARIANCE Qft-ice Use Only Permit tf: tsP-off:20 Z 1 APPLICATION Permit Fee:S_ Torn orctlrriv 1-7, Invoice : A!/bg 742 Bay Road,Queensbury,NY 12804 P:51R-761-R256 %vtvw.pueensbury.net Approvals: - I Submittal: 1 (one)original&8 copies of the completed application package Contact Information: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL Property Qwner(s): Owner's Agent: Hutchins Engineering PLLC Address: 33 Piping Rock Circle 169 Haviland Rd Queensbur NY 12804 Saratoga Springs, NY 12866 Address: Y Phone it: 845-797-2868 Phone#: 518-745-0307 Email: Jameskpm5@gmail.com Email: tutchins@hutchinsengineering.com Site Information: Site Address: 34 Nacy Road Tax ID#: 289.6-1-20 Directions to site: from County Rte 63 (Moon Hill Rd)turn left on Nacy Rd; in 0.22 miles house on left Distance from well on property to septic system(if applicable) 54 feet Is it possible to install a conforming septic system on this property? ❑Yes �� No If YES,please explain and attach a diagram: Does the proposed system meet setback requirements for distance from wells&septic systems on neighboring properties? 19Yes ❑No If NO,please explain: Is the proposed system to be installed under a parking area? . .. ❑Yes No 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.): Enhanced Treatment Unit(ETU) effluent absorption field to well: propose 54'instead of the required 100' ETU from well: propose 40' instead of required 50' D E C E 0 W E Pump station to well: propose 40' instead of required 50' OCT 13 2021 TOWN OF QUEENSBURY BUILDING& CODES Septic Variance Application Revised January 2021 List the names, parcel addresses, and tax map numbers of all adjoining property_ owners, You may obtain this t info rmation.0'"' t,,!,ownHof.Qii ensbury's Assessor's Office: North Name 'James SWezey I Linda Blackburn Address'36 Nacy Rd Queensbury, NY 12604 /29 Meadowview Rd.Queensbury, NY 12804 Tax Map ID 289.6-1-31 /289.6-1-12 South Name Guy DiMgmmo /William Winch Address 300 Cookinan Ay, #128 Asbury Park, NJ 07712 / 0 Norland C1 Saratoga Springs NY 12866 Tax Map ID 269.6-1-32 / 289.6-1-19 East Name Glen Lake Address Tax Map ID West Name Daniel Gravatt& Penny Danley-Gravatt Address 246 Mill Stone Road Perrineville, NJ 08535 Tax Map ID 289.6-1-13 OWNER STATEMENT i/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at: 34 Nacy Road I/We realize that putting the well,septic tank or leaching system less than the required 100 feet from the watiar supply well may increase the risk of pollution Owner—Print Name:^,V `r •L"N I1iQ0111 James Kennedy Owner—Signature; Date: NEIGHBOR OR TENANT RELEASE STATEMENT(if applicable) I/We do hereby relieve the Town df Queensbury from any liabilities on the plumbing and septic system Iccated at 1/We realize that putting the well, septic tank or leaching system less than the required feet from the may increase the risk of pollution Neighbcr/7enant—Pint Name: Neighbor/Tenant-Signature: — i Date Septic Variance Application Revised lanuari,2021 ty" i 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: "�"t.;�/lv � �'t�tr�.c��, James Kennedy Designates: Hutchins Engineering PLLC as agent regarding the Septic Variance for Site Address: 34 Nacy Road Tax Map#: 289.6-1-20 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: sV James Kennedy OWNER—SIGNATURE: r(� '� ,�� DATE:, E/L�/ f_ AGENT—PRINT NAME: GlkhQMas Hutchih P.E. AGENT—SIGNATURE: _ DATE: `7 I Septic 4atiance Appl°cation µevzed lanuarr 2021 46 RESOLUTION APPROVING JAMES KENNEDY'S APPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCES RESOLUTION NO.: BOH 68,2021 D EC En � 2 INTRODUCED BY: Mr.Anthony Metivier NOV 2 4 202l WHO MOVED ITS ADOPTION TOWN OF QUEENSBURY SECONDED BY: Mr. George Ferone BUILDING& COD ES WHEREAS, James Kennedy(Applicant) filed an application for variances from provisions of the Town of Queensbury On-Site Sewage Disposal Ordinance, Chapter 136 to install a replacement wastewater treatment system with components of it proposed to be located as follows: 1. Enhanced Treatment Unit (ETU) Effluent Absorption Field to be 54' from the well instead of the required 100' setback; 2. ETU to be 40' from the well instead of the required 50' setback; and 3. Pump Station to be 40' from the well instead of the required 50' setback; on property located at 34 Nacy Road in the Town of Queensbury,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 requests on November 1St,2021,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 . 4 � 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 James Kennedy for variances from the Sewage Disposal Ordinance to install a replacement wastewater treatment system with components of it to be located as follows: 1. Enhanced Treatment Unit (ETU) Effluent Absorption Field to be 54' from the well instead of the required 100' setback; 2. ETU to be 40' from the well instead of the required 50' setback; and 3. Pump Station to be 40' from the well instead of the required 50' setback; on property located at 34 Nacy Road in the Town of Queensbury and bearing Tax Map No: 289.6- 1-20. Duly adopted this I"day of November,2021,by the following vote: AYES Mr. McNulty,Mr. Strough, Mr. Metivier,Mr.Freer,Mr.Ferone NOES : None ABSENT:None 169 Haviland Road Queensbury, NY 12804 Hutchins Engineering PLLC Phone: (518)745-0307 Fax: (518)745-0308 October 12, 2021 Town of Queensbury Local Board of Health 742 Bay Road Queensbury, NY 12804 Re: James Kennedy 34 Nacy Road — Lake George Tax Map ID: 289.6-1-20 Dear Supervisor Strough & Board Members: This office represents James Kennedy with respect to the pursuit of wastewater variances for a replacement wastewater system at his 34 Nacy Road home. The proposed replacement wastewater system includes an NSF-Standard 40 Enhanced Treatment Unit (ETU), a new 300 gallon polyethylene pump station, and a 10' x 25' effluent absorption field. The proposed wastewater system requires variances for setback from the absorption field to well (54' instead of required 100'), the ETU to the well (proposed 40' instead of required 100'), and effluent pump station to the well (40' instead of the required 50'). Enclosed please find ten submission packages for this project. We respectfully request that this item be placed upon the agenda of the next available town board meeting. Please contact me if you have any questions or if you require additional information. Best Regards, D � � Lo G. Thomas Hutchins V Enclosures OCT 13 2021 Cc: James Kennedy TO Bul DING 8, CNSBURY ODES LANDS NIF OF BROOKS SYSTEM INSTALLATION NOTES SYSTEM MATERIAL SPECIFICATIONS CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD ABSORPTION FIELD AGGREGATE r r; z SYSTEMS AND ASTM F481 INSTALLATION OF 7HERMOPLAS77C PIPE AND CORRUGATED TUBING IN SEP77C TANK LEACH FIELDS STONE IS TO BE 3/4" TO 1-1/2" WASHED CRUSHED STONE EFFLUENT SEWER PIPE AFTER EXCAVA77ON OF 10' WIDE X 25'LONG ABSORPTION BED TO THE DEPTH REQUIRED, THE WALLS AND FLOOR SHALL BE CLEANED AND RAKED IN PIPING TO BE 4"SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 1/8"PER FOOT MINIMUM SLOPE. "- )_ . T : ,•ri° ORDER TO LOOSEN SMEARED AREAS OF SOIL FILTER FABRIC FILTER FABRIC TO BE 4.8 OZ/SY NON-WOVEN SEPARATION FABRIC, TENCATE MIRAFI 140N OR EQUIVALENT. PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND FILTER FABRIC SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION FORCEMAIN ` P OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE STONE AND PIPE. PIPING TO BE 1-1/2"SDR-11 HOPE, PROVIDE POSITIVE DRAWBACK TO PUMP STATION. HOUSE SEWER PIPE g THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS, OR k PIPING TO BE 4"SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 1/4"PER FOOT MINIMUM SLOPE. OTHER UNSUITABLE CONDITIONS. PIPE SHALL BE LAID WITH HOLES DOWN A ALL CASES. tt r' TOPSOIL PLACE 4"MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. SEED, MULCH, AND ESTABLISH TURF. LANDS NIF OF ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF AWAY FROM THE DISPOSAL FIELD. WINCH DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER PIPING HAS BEEN INSTALLED. ' SITE SOILS DATA VARIANCE SUMMARY k -ABSORPTION FIELD TO WELL THE WASTEWATER TREATMENT SYSTEM IS DESIGNED AND APPROVED BASED UPON THE(NSTALLA770N OF WATER CONSERVING FIXTURES AND A DESIGN TEST PIT a ' 4 100'REQUIRED 4 FLOW OF 110 GPD PER BEDROOM. THE SYSTEM IS NOT DESIGNED TO ACCOMMODATE EXTREME WATER USE FIXTURES, SUCH AS JACUZZhTYPE SPA TP-1 - 10/28/2010 BY TOM HUTCHINS, P.E. s i fK T{ I 54'PROPOSED TUBS OR WATER TREATMENT EQUIPMENT. THE INSTALLATION OF NON-CONSERVING WATER FIXTURES OR EXTREME WATER USE FIXTURES/S CONTRARY 0-5" - LIGHT BROWN TOPSOIL 46 'RELIEF REQUESTED TO THE APPROVAL OF THIS WASTEWATER TREATMENT SYSTEM. 5-48"- LIGHT BROWN MEDIUM SAND, LITTLE SILT -ETU TO WELL ^ ` ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE WASTEWATER SYSTEM. 50'REQUIRED ri l rATTOd►I MAP CONSTRUCT DRAINAGE SCALE UPGRADE OF SYSTEM/N ORDER TO DIVERT SURFACE RUNOFF AROUND ABSORPTION FIELD: PERCOLATION TEST 40'PROPOSED SITE LOCATION o PT-1 - 1012812010 BY TOM HUTCHINS, P.E. 10'RELIEF REQUESTED L 1./1 1 1 I V l'I STABILIZED PERCOLATION RATE: SEP77C/TREATMENT TANK AND ABSORPTON BED MUST BE INSPECTED BY TOWN OF QUEENSBURY BUILDING DEPARTMENT AND DESIGN ENGINEER PRIOR -PUMP STATION TO WELL \ 2 MINUTES 40 SECONDS PER INCH TO BACKFILL AND FINAL GRADING. 50'REQUIRED + / 40'PROPOSED 10'RELIEF REQUESTED LIMIT OF 10x25' 4" PERFORATED PVC LATERALS PROPOSED STONE BED� INSTALLED NEAR LEVEL IN EXTERIOR WEATHERPROOF JUNCTION BOX(IF NECESSARY). DISTRIBUTION BOX \ TION SEAL CONDUIT GAS TIGHT. INSTALL CONTROL PANEL A BED CONFIGURA TRANSITION FORCE MAW 70 4" PVC POLYETHYLENE EXTENSION POLYETHYLENE EXTENSION HOUSE ALL ELECTRICAL WORK 70 8E INSPECTED BY A f l OUTSIDE OF D-BOX TO GRADE WITtf TAMPER TO GRADE WITH TAMPER CERTIFIED ELECTRICAL INSPECTION AGENCY PRIOR TO T .r r a RESISTANT ACCESS COVER RESISTANT ACCESS COt/ER START-UP OF PUMP STATION. GAP AGE J /s / 4 (NON-TRAFFIC AREAS) (NON-TRAFFIC AREAS) TRANS1770N TO 4" 12"MIN. COVER I11 - OUTSIDE OF D 80X D1S7RIBU770N 80X = 3 ` .' t n' EXISTING SEP77C TANK / / j 1/4„ PER FOOT BALL VALVE DECOMMISSIONED +;a a MIN. SLOPE FORCEMAIN 10 P BAFFLE HOUSE EW MIN. SLOPE 7 2"MIN. a r r ER USE SPEED LEVELERS TO +s"+- , , _r t...s.t` •�rts�3w, �,..3� k.; 3;. :.,t,. is i a .. ':. �, r:. d', t z�_,:. r„t. ASSURE ALL OUTLETS ARE AT 4, EFFLUENT SEWER EXACTLY THE SAME ELEVATION „•,,. ,.,...,.:;,: a � :.mt>�. `xis;. <;uEa,S„. .a ,;a:Y`c .;; _ .' i : , ,,,_, �,.=esy`�.F—i. i G.,y,.. t 4 ,� 1 r -- rn z t � - h 4"PVC SDR-35 SOLID HEADER n T ABSORPTION LATERALS, ALARM 3 ABOVE / ...,r ,v, s: , : ..,.,_...aft. ,...a.., ,. , ,_ f. �,,:.. ,.-,, :, �t ^t. ,. ,.., ,..r.... ,.a ..,. .-r „r ,.r _a � .x ....✓. t. +., f � r. ,u ,1. . T ET , ,.3 ,, ,•-< ,:. �.,.t., .:^-,.,'. .., .,,_.,, .,,,., _,�. PER FOOT MIN SLOPE 'PUMP ON ".`-..,,�'y, r r,I: !9: �;f`a ,�„v",,,,..>� 5.....+",w�.• .,,:, ., ^t, ke:: rds,9'h.)".;y M."^ �a�,,.,ry Ia. e��r �-ds�} ..,`!t.. „"''�.s, 1.,,!,4. 25�, s ' — L PUMP ON 1-1/2"SCH-40 PVC PIPING INSIDE WET PUMP STATION NOTES Rfd;1,1T - _STONE PET.WALL ABSORPTION BED PLAN PUMP OFF o WELL THROUGH WALL SEAL ALL TANK OPENINGS WATERTIGHT. REDUCING TEE POINTED DOWNWARD WITH NTS 6"MW. PROVIDE AND INSTALL UL LISTED PACKAGED --NEW tOz25' I VOLUME OF DOSE TO 1"BALL VALVE THROTTLED TO ALLOW PUMP CONTROL PANEL WITH VISUAL AND t { BE 40t GALLONS TRICKLE DRAIN BACK INTO WETWELL AUDIBLE ALARM. INSTALL SIMPLEX, DEMAND r PIPE-IN-STONE � t < w ABSORPTION BED 300 GALLON UNION - LOCATE SUCH THAT UNION DOSE CONTROL PANEL INSIDE HOUSE'IN L®—: WASTEWATER SYSTEM DESIGN TREATMENT UNIT TANK POLYETHYLENE CAN BE DISCONNECTED AND PUMP ACCESSIBLE LOCATION. 7P9 I FLOAT SWITCHES - I INSTALL INSIDE PUMP PIT PUMP STA77ON REMOVED WITHOUT TANK ENTRY INSTALL POWER & CONTROL WIRING TO \ 54' J 2-BEDROOM RESIDENCE (DESIGN TO 3-BEDROOM) FUJICLEAN CE5 IN LOCATION ACCESSIBLE BALL CHECK VALVE CONTROLLER WITH ALARM IN HOUSE IN DESIGN FLOW- 110 GPD/BEDROOM WITHOUT PIT ENTRY GOULDS WE05H PUMP ACCORDANCE WIRi MANUFACTURER'S INSTALL FLOAT SWITCHES TO 39.5' � INSTRUCTIONS AND NATIONAL ELECTRIC CODE 20' 84' I SYSTEM DESIGN FLOW- 330 GPq OPERAh'E PUMP AND MAINTAIN (N.EG) REQUIREMENTS. j 1-1/2-FOR( AIN MIN- 1 ENHANCED TREATMENT UNIT- NEW NSF-40 E.T.U. LE+rELS AS INDICATED I NEW ULT71ON TREATMENT PT-1 I DISINFECTION TREATMENT PUMP STA77ON - NEW 300 GALLON POLYETHYLENE PUMP CONTROL AND FLOAT LEVELS TO BE t INSTALLED TO PROVIDE A 40 GALLON DOSE. t WELL. WATER SUPPLY ENHANCED TREATMENT UNIT PUMP STATION DETAIL ��° DESIGN APPLICA170N RATE: 0.95 GPD/SF, BASED ON EFFLUENT PUMP TO 8E GOULDS PUMPS WE VISUA VH-200 WITH 5 - / MICRON CARTRIDGE 1-5 MIN/IN PERCOLA77ON RATE NTS - - -._, SERIES, MODEL WE05H SUBMERSIBLE I �d° _ u pt EFFLUENT PUMP 1/2 HP, 230 VOLT, 1PH t p PRE-FILTER OR w L"E°._ UI' OWE ® ~ ` EQUIVALENT. ABSORPTION BED AREA REQ'D = (330 GPq)/(0.95 GPD/SF) = 347 SF VERIFY EXtS17NG ELECTRICAL SERVICE PRIOR ~ EXISTING � .�� � ����� TO PURCHASING PUMP. 2-BEDROOM 33Y E.T.U. REDUCTION REQUIRED AREA = 233 SF ALL ELECTRICAL WORK TO BE INSPECTED BY A CERTIFIED ELECTRICAL INSPECTION AGENCY 138 FI 70 t RESIDENCE 7d PRIOR TO START-UP OF PUMP STATION. 7OVVNC1'FQUEI N:JE7LtlRY IGHBORIN WELL ® ` _ E�I141..1.°)ING N CODES' 100'LAKE �SORP770N BED AREA PROVIDED = PO'x25'= 250 SF r� SETBACK 4"PVC PERFORATED LATERAL INSTALLED LEVEL, 40' POTABLE WATER SUPPLY IS ON-SITE WELL IN BED CONFIGURATION WITH MANIFOLDED ENDS EXISTING 4" TOPSOIL COVER ABOVE FILTER FABRIC NEIGHBORING WNTE BI CH ` - TOP OF STONE BED, MIRAFI 140N OR EQUAL RESIDENCE I a SEED &ESTABLISH TURF 2.5' TO EDGE C® NOTE: pECK 5'PIPE SPACING OF BED t \ 10' �, , o r RECORD DRAWING N : IN. LOCAL BOARD OF HEALTH APPROVAL RESOLUTION - u - e - - r- . ° - - A REPRESENTATIVE OF OUR OFFICE VISITED THE i 8-16" SITE DURING CONSTRUCTION AND IT IS MY O� DEC 0 COVER S _ _ GENERA IS INSTALLED L CONFORMANCE M774774E APPROVED _ 2"STONE PLAN AND THIS RECORD DRAtMNG. FINAL SURFACE i r r r r^ 12" TOTAL NEW 4"HOUSE SEWER COVER OVER , , r r a FINISHING AND TURF ESTABLISHMENT IS ONGOING. EXIS77NG GRINDER PUMP t Ordinance or other adjoining properties nor otherwise conflict with the purpose and PIPE a ° > I STONE DEPTH RESOLUTION APPROVING JAMES KENNEDY'S APPLICATION FOR PIT TO BE DECOMMISSIONED SANITARY SEWAGE DISPOSAL VARIANCES obj.dvesof any Town plan or policy;and :�<T )�„ `'" ' .',`.(��—;,a ®" , - - -` -- G. THOMAS HUTCHINS, P.E. 2. the Local Board oI'Ftealth finds that the granting of ilie vazianccs is necessary fr>r the "6"MIN STONE 12/27/2D21 50'LAKE RESOLUTION rvo.:SOR es,zozl BED WIDTH & GEOMETRY PER PLAN LANDS`NIF OF -- reasonable use ofthe Tatra and are the minimum vanances which would alleviate the BELOW PIPE 2'MINIMUM SETBACK SEPARA71ON t I INTRODUCED ITS DO Anthony McNvier specific unnecessary hardship found by the Local Board of Health to affect the - TO BOUNDARY \ DIMEMMO t NEW 300 GALLON I LANDS NIF OF wxoMOVED lTSAnorrfoN Applicant,and s` POLYETHYLENE PUMP STATION CONDITION S wEZEY SECONDED BY: Mr.Gee ge Rerone 64't PUMP TANK/E.T.0 NEW NSF-40 ENHANCED WHEREAS,James Kennedy(Applicant)filed an application for variances from provisions BE IT FUlOHER, RECORD DRAWING TO NEIGHBORING WELL t TREATMENT UNIT E PLACE I'g�—� of the Town of Quacesbu On-Site Sewage Disposal Ordinance,Chapter 136 to install a 3 4"-1-1 2" WASHED FUJICLEAN QE5 �I — 80't PUMP TANK TO lacementwastewatertreatments stemwithcom postsofit proposed RESOLVED,that the Local Board of Health hereby a pp ca / CRUSHED STONE ABSORPTION BED SECTION INSTALLATION DATE: DECEMBER 2021 h--�J1 replacement y pavan propose y approves the a h uon of James W NEIGHBORING WELL Kennedy for variances from the Sewage Disposal Ordinance to i stall a replacement wastewater NTS INSTALLED BY -CONTRACTOR—NAME � I. Enhanced Treatment Unit(ETU)Effluent Absorption Field to be 54'from the well treatment system with components of it m be located as follows: \ „.... �g instead of the required 100'setback; ,qt' t �. '"'7 48' WILLOW EXISTING NEIGHBORING Itll t WELL PIT COVER± I 2. ETU to be 40'from the well instead of the reputed 50'setback;and 1. Enhanced Treatment Unit(ETU)Effluent Absorption Field to be 54'From the well t j'I q T " MAP#289.6-1-20 r � 3. Pump Station to be 40'ftom ttie weliinstead ofthe required 50'setback; instead of the re aired 100'setback; 2. ETU to be 40'from the well instead ofthe required 50'setback;and WASTEWATER SYSTEM SETBACK property cated at 34 y oad m the Town o Q m ry, d 3. Pump to be 40 from the well instead of the q ed 50 se , TIE.LINE r.�r..e---______ nm Station re air '•thank i ® af�,' ® on located Nac R f use bu an _ REQUIREMENTS ,, ®.. ..®•.�..® _ pip -- -- "" — "- - ®•• WHEREAS,the`town Clerk's Office published the Notice of Public}fearing in the Town's on property located at 34 Nacy Road in the Town of Quamabmy and hearing Tax Map No:289.6- STREAM, LAKE, New- PROPERTY Call Before You Dig 3 RECORD DRAWING 1212712021 " 51.0't ALONG SHORELINE official newspaper and the Local Board of Health duty conducted a public healing concerning the I-20. LINE HOUSE WA 71ANdSE, WELL ®Wait TFta Required Time variance requests on November{A1,zov,and. 21 Wait Utility equ Response 2 REVISED PER BUILDING DEPARTMENT COMMENT - ADDED MODEL # TO ETU 11/29 2021 Duty adopted this 1"day of November.2021,by the following vote. SEP77CIPUMP TANK T o' T o' 50' S0' ®Respect The Marks - �Dig with Care 1 ADDED APPROVAL RESOLUTION - ISSUED FOR PERMIT 111312021 WHEREASGLEN LAKE ,.the Town Clerk's Office has advised that it duly notified all property owners AYES Mr.McNulty,Mr.Stroug(t,Mr.Metrvte<,Mr.Freer,Mr.Femme ABSORP7ON FIELD 10, 20' 100, 10D' 8 -9'62-7 2 (8 0 ISSUED FOR VARIANCE REQUEST 1011312021 _." within500feetofthesubjectproperty, NOES None www.di setel ne_. g y wyork.com ABSENT:None No. Revisions Date NOW,THEREFORE,BE IT WASTEWATER SYSTEM PLAN RESOLVED,that MAP REFERENCE: F c WASTEWATER SYSTEM PLAN & DETAILS SCALE: 1"=20' 1. BASE MAP INFORMATION FROM MAP OF A SURVEY F`� O�Ns prepared for: �� 1. due to the natureof the variances,the Local Board of Health determines that the MADE FOR DANIEL GRAVATT;° 1N THE TOWN OF 1r \ •� GRAPHIC SCALE variances would not be materially detrimental to the purposes and objectives of this QUEENSBURY, WARREN COUNTY, NEW YORK. DATED r— C' R c0 James Kennedyl@dKennedyk JANUARY 11, 2000. PREPARED BY VAN DUSEN & 0 s z_ ,; w 34 Nacy Road 10 0 5 10 20 40 SIEVES LICENSED LAND SURVEYORS, In ~' ' z Town of Queensbury,County of Warren,State of New York 2. WESTERLY NEIGHBOR PROPERTY INFORMATION FROM ( IN FEET } ""SITE PLAN,'° AND "WASTEWATER PLAN," 017819 Co Drawn:JRS Checked GTH Scale: NOTED Date: 61312021 PREPARED FOR JAMES AND LILLIAN CONWAY, ESSION " l / 9O°, �� CONTRACTOR TO FIELD VERIFY LOCATIONS AND DISTANCES. DATED NOVEMBER 22, 2009. LAST REVISED MARCH j 169 Hovilnnd Road 23, 2011. PREPARED BY HUTCHINS ENGINEERING. ALTERATION OF THS DOCUMENT EXCEPT BY Queensbury, NY 12804 291712-01 A LICENSED PROFESSIONAL ENGINEER IS A (518) 745-0307 Phone VIOLATION OFNYS EDUCATION LAW, Hutchins Engineering PLLC (518) 745-0308 Fox