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2024-0287 SEPTIC VARIANCE Office Use Only Permit#: 20 2-4 .1)21j9' Ar PL_( A 1 IO Permit Fee: $ i to J Town of Qacensbury r� 742 Bay Road,Queensbury,NY 1280 L \J Invoice#:C '�l\ P:518-761-8256 www..ueensbur . = I Approvals: JUN 12 201.4 Submittal: 1 (one) o gi .y 4` •cnb� 1e ��6mpleted application package BUILDING&CO PLEASE PRIN : OR TYPE, PLEASE INCLUDE AN EMAIL Section 1: Contact Information: Property Owner(s): Adam and Tryntze Conway Owner's Agent: HUTCHINS ENGINEERING,PLLC Address: 73 N. Helderberg Parkway Address: 169 HAVILAND ROAD Slingerlands, NY 12159 QUEENSBURY,NY 12804 Phone#: 518-810-3960 Phone#: 518-745-0307 Email: tryntzeconway@gmail.com; aconway1999@yahoo.com Email: thutchins@hutchinsengineering.com Section 2: Site Information: Site Address: 74 Reardon Road Tax ID#: 289.11-1-36 Directions to Site: from Bay Rd turn left on Tee Hill Rd for 0.6 miles; left on Reardon Rd for 0.3 miles (on right) Section 3: 105'(absorption field)21'(pump station) Distance from well on property to septic system(if applicable) 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 ❑ No If NO, please explain: Section 6: Is the proposed system to be installed under a parking area? ❑Yes 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.): see plans for list Septic Variance Application Revised December 2021 f Section 3: 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 Seidel Family Irrevocable Trust Address 70 Reardon Road Tax Map ID 289.11-1-37 South Name Sharon Stephenson Address 76 Reardon Road Tax Map ID 289.11-1-35 East Name Jeffrey Robillard Address 66 Hall Road Tax Map ID 289.11-1-59.121 West Name Glen Lake Address Tax Map ID Section 9: OWNER STATEMENT I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at: 74 Reardon Rd . I/We realize that putting the pump station less than the required 50 feet from the well may increase the risk of pollution. Owner—Print Name: Tryntze or Adam Conway Owner—Signature: Date: 06/12/2024 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: I/We realize that putting the well, septic tank or leaching system less than the required feet from the may Increase the risk of pollution. Neighbor/Tenant—Print Name: Neighbor/Tenant-Signature: Date: Septic Variance Application Revised December 2021 I i1 i (J- 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: Tryntze and Adam Conway HUTCHINS ENGINEERING PLLC Designates: as agent regarding the Septic Variance for - _ Site Address: 74 Reardon Road _ Tax Map#: 289.11-1-36 Engineerink,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 MeetingiMinutes Disclosure:-!t 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:,Tryntze or Adam Conway OWNER—SIGNATURE: - - - DATE: 6 . I , • AGENT—PRINT NAME: P.E. .mas ';.0 ins, P.E. -itAGENT—SIGNATURE: DATE: �j f�`. Septic Variance Application Revised December 2021 169 Haviland Road Queensbury, NY 12804 Hutchins Engineering PLLC Phone: (518)745-0307 Fax: (518) 745-0308 June 12, 2024 Town of Queensbury Local Board of Health 742 Bay Road Queensbury NY 12804 Re: Adam and Tryntze Conway— 74 Reardon Road, Glen Lake Septic Variance Tax Map ID: 289.11-1-36 Dear Supervisor Strough and Town Board Members: This office represents Adam and Tryntze Conway with respect to a wastewater system installation at their 74 Reardon Road property. Currently, the residence is served by an antiquated single-vessel system that is within 50' of Glen Lake. Variance requests to the Local Board of Health are as follows: 1) 23' from the pump station to the onsite well instead of the required 50'; 2) 3' from the pump station to the house instead of the required 10'; 3) 3' from the pump station to the south property line instead of the required 10'; 4) 21' from the forcemain to the onsite well instead of the required 50'; 5) 5' from the forcemain to south property line instead of the required 10' We respectfully request that this application be placed on the Town Board's meeting agendas for the next upcoming meetings. Please contact me with any questions that you may have or if you would like to perform a site visit. Thank you for your assistance with the project. Best regards, G. Thomas Hutchins, P.E. 1VECEDVE Enclosures JUN 12 2024 Cc. Adam and Tryntze Conway TOWN OF QUEENSBURY BUILDING&CODES Hutchins Engineering PLLC 292293-Conway Zl_ 7'± To Ihore-- / La Glen & h:%N/vn/ro B:635 P 289. 1 1-1-3 n Lands N/F of Richard & Tina DeMarsh B:6850 P:48` ® �=6 043 1�y p. 00 , E� ``/ k25 9 9 R0 f SITE LOCATION LOCATION MAP WASTEWATER SYSTEM DESIGN 3-BEDROOM RESIDENCE (DESIGN TO 4)Cc DESIGN FLOW - 110 GPD/BEDROOM 3 SYSTEM DESIGN FLOW - 440 GPD r (D A PUMP STATION-4'0 PRECAST CONCRETE WITH DUPLEX < a 1 GRINDER PUMPS. _ W SEPTIC TANK -1500 PRECAST CONCRETE DUAL COMPARTMENT ((D a 7 va M DESIGN APPLICATION RATE: .95 GPD/SF, BASED ON 1-5 MIN/IN PERCOLATION RATE rt CL- 9 H UP NYT9 S ABSORPTION BED AREA REO D - (440 GPD)/(.95 GPD/SF) � p \ lti St \ - _ .. 463 SF - A� S a117C� � � � PROPOSED 1.5 \ . =yW `� 0 .� s`�'ak � _.a.,��,:. 5 ,,.., ,/ .� . /i __ _.- � a USF �00 �y,- _ r_ .� ,. - - �. / FORCEMAIN - �.._. _._ ..� ® a ABSORPTION BED AM PROWDED= 15 x40 = 600 SF \ \ E \ t _.. \ V Sq: Feet ea 7,1 Acres , /.._ CIP_S ��, POTABLE WATER SUPPLY IS TO BE ON -SITE WELL \ \ >.. 0 ::.\ / h q Crushed Stone �. \ \ p' PROPOSED 1.5 , FORCEMAIN _ p PROPOSED 1500 GALLON DUAL — - - COMPARTMENT POLYETHYLENE SEPTIC TANK = _.... — _ _... _.._.. __. _ _.._ i •\ \ an N/F of - f /.` qif�. -oo , ' - - - SYSTEM MATERIAL SPECIFICATIONS August &/Louise %cKasty Estate 4 ' __ - �.'PROPOSED 15X40ABSOPRTION BED tiF ABSORPTION BED AGGREGATE B.4922 03 0 1 11 / G, / CIRF 289. I - -34 pSF N J5._ 044 13 ,. / y�0 , . _ 0 1 WASHED CRUSHED STONE - / STONE IS TO BE 3 4" T 1 2" r , / 42 EFFLUENT SEWER PIPE Z ��` � � _:: - �� -_.. _ ._ ....._ —,T � _..... '" " '� � � '. '�,NS PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 1/8" PER FOOT MINIMUM SLOPE. 3 4 FILTER FABRIC , ...�QQ._ FILTER FABRIC TO BE 4.8 OZ/SY NON -WOVEN SEPARATION FABRIC, TENCATE MIRAFI 140N OR EQUIVALENT. - K drs i Lands N/ of - _ i-- — C ^, FORCEMAIN - �� a 43 - _ ._ - - — Ronald B. &Cynthia F. Mackowiak �' PIPING TO BE 1 / SDR HD PROVIDE POSITIVE DRAINBA TO PUMP STATION B:578 P:236 O s 1 Q— \ 28 289.1 1-) 33 � --- - _ � \`� � � HOUSE SEWER PIPE h . z — — _ _` �. ` y PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 1/4" PER FOOT MINIMUM SLOPE. - / _ SYSTEM FILL l `�✓o/non -CIPF ^ ®' ! AS DESCRIBED IN FILL MATERIAL NOTES i TOPSOIL D r PLACE 4 MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. SEED, MULCH, AND ESTABLISH TURF. i CIRF � � ts' lam` .. '-...,.. �-. •, .... '—.. .._ " - O }'•�a ._ - ,.. , _ G SYSTEM INSTALLATION NOTES CONSTR7 CTION LL BE AS HOWN ON HIS DRAWING AND IN ACCORDANCE KITH THE N.Y.S. DEPARTMENT OF _ , _ AND ASTM F481 INSTALLATION OF THERMOPLASTIC PIPE AND CORRUGATED .._ •,-. .... _.__ .._._ . - _.__ - __ --_ __ _ ___. ,_.'', ... �'� � HEALTH�NDIVIDUALAHOUSEH OLDSSYSTEMS T _ _._ TUBING IN SEPTIC TANK LEACH FIELDS. LONG ABSORPTION BED TO THE DEPTH REQUIRED, THE WALLS AND FLOOR HALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED AREAS OF SOIL N- - -- --` "- - - _ __ PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND FILTER FABRIC SHALL BE AS SHOWN, AND CARE SHALL BE _ EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE STONE AND PIPE. - -- _ _ - '_-- ,_ ` _. THE PIPE SHOULD BE LAID AT THE GRADES INDICATED MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT SAGS / HUMPS , SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS. PIPE SHALL BE LAID WITH HOLES DOWN IN ALL dy...t a -~ CASES. - ' ALL DISPOSAL FIELDS SHALL BE GRADED 0 SHED RAINFALL AND DIVERT SURFACE RUNOFF AWAY F THE / X - - - ...... _._ - - (D - '� ,r. _' _ DISPOSALOFIELLD.F 1PP- ` T FROM -. DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER PIPING HAS BEEN INSTALLED. WASTEWATER SYSTEM PLAN SCALE: 1 "=20' GRAPHIC SCALE 110 Q 1,0 21C 40 ( IN FEET ) CONTRACTOR TO FIELD VERIFY LOCA11ONS AND DISTANCES VARIANCE REQUEST SUMMARY THE FOLLOWING RELIEF IS REQUESTED FROM THE TOWN OF QUEENSBURY SANITARY ORDINANCE: ) INSTALL PUMP STATION 23' FROM WELL IN LIEU OF REQUIRED 50'. INSTALL PUMP STATION 3' FROM BUILDING FOUNDATION IN LIEU OF REQUIRED 10'. ) INSTALL PUMP STATION 3' FROM SOUTH PROPERTY LINE IN LIEU OF REQUIRED 10'. ) INSTALL FORCE MAIN 21' FROM WELL IN LIEU OF REQUIRED 50'. c1 MOTAI i rnonr MAIN 5' FROM SOUTH PROPERTY LINE IN LIEU OF REQUIRED 10'. V/ 119J1/ " 1 VI\VL THE WASTEWATER TREATMENT SYSTEM IS DESIGNED AND APPROVED BASED UPON THE INSTALLATION OF WATER CONSERVING FIXTURES AND A DESIGN FLOW OF 110 GPD PER BEDROOM. THE SYSTEM IS NOT DESIGNED TO ACCOMMODATE EXTREME WATER USE FIXTURES, SUCH AS JACUZZI-TYPE SPA TUBS OR WATER TREATMENT EQUIPMENT. THE INSTALLATION OF NON -CONSERVING WATER FIXTURES OR EXTREME WATER USE FIXTURES IS CONTRARY TO THE APPROVAL OF THIS WASTEWATER TREATMENT SYSTEM. ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE WASTEWATER SYSTEM. CONSTRUCT DRAINAGE SWALE UPGRADE OF SYSTEM IN ORDER TO DIVERT SURFACE RUNOFF AROUND ABSORPTION FIELD. SEPTIC TANK, PUMP STATION & ABSORPTION BED MUST BE INSPECTED BY LOCAL BUILDING DEPARTMENT AND DESIGN ENGINEER PRIOR TO BACKFILL AND FINAL GRADING. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY THE NECESSARY PARTIES AND REQUEST INSPECTIONS. MAP REFERENCE: 1. BASE MAP INFORMATION FROM "MAP OF A TOPOGRAPHIC SURVEY MADE FOR TRYNTZE & ADAM CONWAY" BY VAN DUSEN & STEVES LAND SURVEYORS, JANUARY 17, 2024. Dig ® Safely. NewYork Call Before You Dig Wait The Required Time IS Confirm Utility Response IM Respect The Marks ® Dig With Care 800.962- 1�y 962 www.digsafelynewyork.com d- o N N_ \ C) o z ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A Hutchins Engineering PLLC 169 HoAand Road Queensbury, NY 12804 (518) 745-0307 Phone (518) 745-0308 Fax TAX MAP # 289.1 1 -1 -36 WASTEWATER SYSTEM PLAN & DETAILS prepared for: Tryntze and Adam Conway 74 Reardon Road Town of Queensbury, County of Warren, State of New York WASTEWATER SYSTEM SETBACK REQUIREMENTS STREAM, LAKE, PROPERTY LINE HOUSE 07ERCOURSE, WELL WETLAND SEPTIC TANK 10' 10' 50' 50' ABSORPTION FELD 10' 20' 1 100' 1 100' Drawn: AVA Checked. GTH Scale. NOTED Date: 03/06/2024 292293-01 -S1 CAST IRON MANHOLE COVER W/WATER TIGHT INSERT PRECAST CONCRETE RISER a 4" PVC SDR-35 INLET LAG/ALARM 3" ABOVE 'PUMP ON' ° LEAD PUMP ON PUMP OFF VOLUME OF DOSE TO BE 60 f GALLONS (7-8" BETWEEN ON AND OFF LEVELS) EXTERIOR WEATHERPROOF JUNCTION BOX (IF NECESSARY). POLYETHYLENE EXTENSION TO POLYETHYLENE EXTENSION TO SEAL CONDUIT GAS TIGHT. INSTALL CONTROL PANEL IN HOUSE. GRADE WITH TAMPER RESISTANT APPROXIMATE GRADE WITH TAMPER RESISTANT ALL ELECTRICAL WORK TO BE INSPECTED BY A CERTIFIED ACCESS COVER FINISH GRADE ACCESS COVER ELECTRICAL INSPECTION AGENCY PRIOR TO START-UP OF PUMP STATION. 12"f TEE BAFFLE - 12" MIN. COVER 4" SCH. 40 PVC 7: DISTRIBUTION BOX 3" y INLET 4" SDR-35 PVC LIQUID LEVEL OUTLET MIN. SLOPE 1/4" PER FOOT MIN. SLOPE BAFFLE 2" HDPE SDR-11 15 18" " 118 PER FOOT FORCEMAIN MIN. WATERTIGHT SLEEVE USE SPEED LEVELERS TO ASSURE ALL OUTLETS AND SEAL (TYP.) 118" LONG I ARE AT EXACTLY THE SAME ELEVATION BALL VALVE LIQUID 51 " 4" PVC SDR-35 SOLID HEADER TO ABSORPTION DEPTH FIELD, 118" PER FOOT MIN SLOPE -� 40" 16" MIN. 4' DIAMETER PRECAST CONCRETE PUMP STATION WITH TRAFFIC AND ACCESS MANWAY INSTALL FLOAT SWITCHES TO OPERATE PUMP AND MAINTAIN LEVELS AS INDICATED 1-1/2" SCH-40 PVC INSIDE WET WELL THROUGH WALL UNION - LOCATE SUCH THAT UNION CAN BE DISCONNECTED AND PUMP REMOVED WITHOUT TANK ENTRY REDUCING TEE POINTED DOWNWARD WITH 1" BALL VALVE THROTTLED TO ALLOW TRICKLE DRAIN BACK INTO WETWELL =oVE BALL CHECK VALVE DUPLEX GRINDER PUMPS PUMP STATION NOTES GRINDER PUMPS TO BE LIBERTY PROVORE 380 SERIES 1 HP RESIDENTIAL GRINDER PUMPS IN 4' DIAMETER PRECAST CONCRETE BASIN WITH TRAFFIC COVER. SEAL ALL TANK OPENINGS WATERTIGHT. PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CONTROL PANEL WITH VISUAL AND AUDIBLE ALARM. INSTALL DUPLEX, DEMAND DOSE CONTROL PANEL IN BASEMENT UTILITY ROOM IN COORDINATION WITH OWNER. INSTALL POWER & CONTROL WIRING TO CONTROLLER WITH ALARM IN HOUSE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND NATIONAL ELECTRIC CODE (N.E.C.) REQUIREMENTS. GRINDER PUMPS TO BE LIBERTY PROVOKE PRG-102M, 230V, 1 HP, 25 GPM ® 30 FT TDH. VERIFY EXISTING ELECTRICAL SERVICE PRIOR TO PURCHASING PUMPS. ALL ELECTRICAL WORK TO BE INSPECTED BY A CERTIFIED ELECTRICAL INSPECTION AGENCY PRIOR TO START-UP OF PUMP STATION. 1,500 GALLON --I POL YETHYLENE SEPTIC TANK 4. 6"f PEA GRAVEL PUMP STATION & SEPTIC TANK DETAIL SCALE: NTS 4" TOPSOIL COVER ABOVE 4" PVC PERFORATED TOP OF STONE BED; LATERAL INSTALLED LEVEL, SEED &ESTABLISH TURF IN BED CONFIGURATION WITH 5.00' PIPE 2 ' TO EL MANIFOLDED ENDS SPACING OF BED nn irp , NTS FILTER FABRIC MIRAFI 140N OR EQUAL 2" MIN. 2" MIN. DROP BETWEEN INVERTS SEPTIC TANK NOTES ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF HEALTH AND SHALL BE OF PREFABRICATED POLYETHYLENE. ALL STRUCTURES SHALL BE PLACED ON 6"t LEVEL PEA GRAVEL BASE. WHERE EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED UNDER PEA GRAVEL AS NECESSARY TO ACHIEVE A STABLE BASE. RUBBER GASKETS SHALL BE INSTALLED IN ALL INLETS AND OUTLETS. INSTALL, BACKFILL, & FILL TANK IN STRICT CONFORMANCE WITH TANK MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. PROVIDE COPY OF MANUFACTURER'S INSTALLATION INSTRUCTIONS PRIOR TO INSTALLATION. 40' 15' NTS RPTION BED PLAN LIMIT OF 15'x4O' STONE BED 4" PERFORATED PVC LATERALS INSTALLED NEAR LEVEL IN BED CONFIGURATION PROPOSED DISTRIBUTION BOX TRANSITION FORCE MAIN TO 4" PVC OUTSIDE OF D-BOX Dig Safely. Nwork New ® Call Before You Dig El Wait The Required Time El Confirm Utility Response El Respect The Marks El Dig With Care 800.962.7962 www.digoafelynewyork.com O � N � O U z Q U O W cn j o � w z ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A Hutchins Engineering PLLC 169 Haviland Road Queensbury, NY 12804 (518) 745-0307 Phone (518) 745-0308 Fax TAX MAP # 289.11-1-36 prepared for: Tryntze and Adam Conway 74 Reardon Road Town of Queensbury, County of Warren, State of New York drawn: AVA Checked: GTH male: NOTED Date: 0310612024 292293-01-S2 Office Use Only SEPTIC DISPOSA P��?La.C�T�l Permit#: 20?fit -0�`� l ' i `� i,_,, ill f r i e rj Permit Fee:$ Town of Quccns6ury i 742 Bay Road,Queensbury,NY 12804 11)111l J AIN 02 znifi� j Invoice#: P:518-761-8256 www.queensburv.net -!°vb�liVO , U Flood Zone? Y TY N Wetlands? Reviewed 74 Reardon Road _ BUILDING CODES Project Location: , Reviewed B Tax Map #: 289.11-1-36 STRUCTURE INFORMATION Garba Grinder Yes No Year Built Gallons #of X gallons per =total daily flow Installed? Ir l Per day Bedrooms Bedroom 1980 or 150 Spa or Hot Tub older Installed? 1 1981-1992 130 1992-Present 110 3 110 330 PARCEL INFORMATION TOPOGRAPHY Flat Rolling 1 Steep Slope 15+a% Slope SOIL NATURE Ve Sand Loam Clay Other, explain: GROUNDWATER At what depth: > 84" BEDROCK/IMPERVIOUS MATERIAL At what depth: >84" DOMESTIC WATER SUPPLY Municipal I Well Lake (if well or lake, water supply from any septic system absorption is >10o feet) PERCOLATION TEST Rate: 3:30 per minute per inch (test to be completed by a licensed engineer/architect) PROPOSED SYSTEM INFORMATION TANK SIZE 1,500 gallons (min. size 1,000 gallons, add 250 gallons for each garbage cylinder or spa/hot tub SYSTEM Absorption field w/#2 stone _ Total length ft. Each trench ft. Seepage pit w/#3 stone How many: ; Size: Alternate system Bed or other type: 15'x 40'=600 SF Holding tank system Total required capacity: ; tank size: • # of tanks: Septic Alteration Application Revised May 2024 CONTACT INFORMATI ON: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): Adam and Tryntze Conway Mailing Address, C/S/Z: 73 N. Helderberg Parkway Slingerlands, NY 12159 Cell Phone: 518-810-3960 Land Line: Email: tryntzeconway@gmail.com; aconway1999@yahoo.com • Primary Owner(s): Name(s): same as applicants Mailing Address, C/S/Z: Cell Phone: Land Line: Email: _Check if all work will be performed by property owner only • Contractor: Contact Name(s): Stone Installations-Dean Burdick Contractor Trade: Excavation/Installation Mailing Address, C/S/Z: 4305 Route 50 Saratoga Springs NY 12866 Cell Phone: Land Line: 518s-564=11348-- Email: dean@stoneindustries.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.com Contact Person for any questions regarding this project: Tom Hutchins Cell Phone: Land Line: 518-745-0307 Email: thutchins@hutchinsengineering.com Declaration: Any permit or approval granted which is based upon or is granted in reliance upon any material representation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. PRINT NAME: G. 4homas Hutchins, P.E. (AGENT) SIGNATURE: � v� _, _ . C� DATE: 08/02/24 Septic Alteration Application Revised May 2024 10/15/2024 13:18 7981584 RON MUMBLO PAGE 02 ?4•,..k:••. : I i : .• cOpyiMONWEACIII ELECTIUCAL INSVACTIpN i 4ia 1 • 66-:, '• . ,, 1. spRVICE,INC.DupucATE CERTiricATV, %-..,.. . .. . Fur Municipal Confirmation Oniy lo,l.c.,•• 1 • l l ' ;' ; • i , .1 • • •• 4..441 . iics;•:„' ' •• ,• TYPE OF INSPECTION 5 552 • . . ..,•••••,,,•,, 4i•.•,:• i •;1 " • . •,,,•••.:31.:•.../..1! gi'4')',•:. !. i! e ' • Cut-in Card No • WI ' Prmit No i i . :I • i •-,,q011., •• • ("k:.; ' • i . .! Owner ir.".-4i OA .,-- Come-Lz .,71 :. • • { • ....r3.*:.;,.4 4.....!..:. i• • 't.kq.. ft enAit.ro 9.1. a r) . • 't • • 1:•hip tig: ': • i . : i..ocntion f,;N•.• ., . 1 ' • i : . : Installation Consisting'lit • • ' i L•4.1 '.;il0,1 i,=•' ! • ' • I.!si8t:lw.,:::;1. , , .i I• 'l . ,..y.7.4;,p."7" ..,J,...y0 L,r.„>•• __.... 1 I . :.:Irki41 • ,..•..,...1`i, [x.f., : • , I l 'ile I .7 -r • . • , ;i•,Alt • I i Installed 13y ''.. ' ''''.2..CA'. ..I .::,...i),"Iiid*'rAP'2 "..3 EO! • t I • 1 5iP1 gei•,'•. ; • • • TtIC conditions fo1la4ing governed the issuance of this certifictue,and any cdrtifictitc p!•eviously i'sued • .....,)'NO. . ./ .,•••• . is cancelled:- lo. ! • ••.l.:1P.11 l'his ceniankite only 41Vers the electrical equipment and installation traditietis tis.of tittte,Upon t a '.'•'-tp 3;;;.4.• .. . •;.P '',..,Z..:. introduction of add incti itional clwipt or altenttions,application shall he prnmptly ra.ijatbi:inspcctioh.). ! . .. Inspectors'of this Co+pany shall have the privilege of making insp ,:tinrci at luiytlinc,and it its r ilos. . :' .,,, • arc violated,the Company hallt: have the right to revoke this c° Itieate. l•.,, I • /::lo,,o'illS';7:'' • ;.• ..e.c.1 , er„...1f t ,,I,e,....-- ;., :;•4;g4,, 4V •• D ic:• - icale i- LH I NS P le.Cl'OR •"1-2Y-- LS s,,esepki,:- .1-' %.:.?'','.' • • 1 •:::AO BP/12024 •1•• ! . ••••• Moithpr N.F,P.,i.,•1.4..Lt. • . A.,;:tt E GTE {1 0:4 lt, TOWN OF QLJEENSBURY BUILDING &CODES J RESOLUTION APPROVING ADAM AND TRYNTZE CONWAY'S APPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCES RESOLUTION NO.: BOH 62,2024 INTRODUCED BY: Mr.Harrison Freer WHO MOVED ITS ADOPTION FILE COpy SECONDED BY: Mr.Michael Dixon WHEREAS,Adam and Tryntze Conway(Applicants)filed an application for variances from provisions of the Town of Queensbury On-Site Sewage Disposal Ordinance, Chapter 136 to install a replacement on-site wastewater system with certain of its components to be located as follows: 1. Pump station 23' from the onsite well in lieu of the required 50' setback; 2. Pump station 3' from the house in lieu of the required 10' setback; 3. Pump Station 3' from the south property line in lieu of the required 10' setback; 4. Force main 21' from the onsite well in lieu of the required 50' setback; and 5. Force main 5' from the south property line in lieu of the required 10' setback; on property located at 74 Reardon 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 Monday,July 1st,2024,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 Applicants; and BE IT FURTHER, RESOLVED, that the Local Board of Health hereby approves the application of Adam and Tryntze Conway for variances from the Sewage Disposal Ordinance to install a replacement on-site wastewater system with certain of its components to be located as follows: 1. Pump station 23' from the onsite well in lieu of the required 50' setback; 2. Pump station 3' from the house in lieu of the required 10' setback; 3. Pump Station 3' from the south property line in lieu of the required 10' setback; 4. Force main 21' from the onsite well in lieu of the required 50' setback; and 5. Force main 5' from the south property line in lieu of the required 10' setback; on property located at 74 Reardon Road in the Town of Queensbury and bearing Tax Map No: 289.11-1-36. Duly adopted this 1st day of July,2024,by the following vote: AYES : Mr. Freer,Mr. Dixon,Mr. McNulty,Mr. Strough,Mr. Metivier NOES : None ABSENT: None Glen Lake /La dS N/F Of sue\ Io°Oak I.. w —.�,,, - ♦....... / m / 4 oak `. ; ' `�.+ _ ♦ PUMP STATION-4 0 PRECAST CONCRETE WITH DUPLEX Glen & Sharon PROPOSED 4 �� / ��y`" w 6:635 P BUILDING SEWER I .-" , � � , � � - � � GRINDI�R PUMPS 2., i i SEPTIC TANK —1500 PRECAST CONCRETE DUAL I289. - 3G a �► A� �' 8" Oak - COORDINATE ASPHALT ROAD CROSSING IMTH ' - PRO OSED GRINDER f i4 - COMPARTMENT �PF we / QUEENSBURY HIGHWAY DEPARTMENT PRIOR UMP STATION ; e 2f. TO WORK. (518)761-8212. SAWCUT EXISTING ASPHALT AND REPLACE PFR 1-IIGHWAY , r" - DESIGN APPLICATTOII RATE: .95 GPD/SF, BASED ON WASTEWATER SYSTEM PLAN SCALE: 1 "=20' GRAPHIC SCALE 10 Q 'i 10 20 410 ( IN FEET ) CONTRACTOR TO FIELD VERIFY LOCATIONS AND DISTANCES SITE SOILS DATA TEST PIT TP-1 — 611812024 BY TOM HUTCHINS, P.E. WOODS AREA UP HILL — EL. 439' WOODS DUFF 0-6" — WOODS TOPSOIL 6-32" — RED —BROWN SILTY FINE SAND 32-60" — LIGHT BROWN FINE SAND 60-84" — GRAYISH BROWN FINE SAND DRY ALL DEPTH NO GROUNDWATER EVIDENCE ROOTS TO 80" NO BOUNDARY CONDITION TO 84" PROVIDE 240 VERTICAL SEPARATION TO BOUNDARY CONDITION PERCOLATION TEST PT-1 - BY TOM HUTCHINS, P.E. STABILIZED PERCOLATION RATE = 3.30 MIN/INCH Dig Safely. New®YOrk M Call Before You Dig M Wait The Required Time ® Confirm Utility Response M Respect The Marks E3 Dig With Care 800-962-7962 www.digsafelynewyork.com . SEPTIC TANK _ - ,_.. 289.11-1-36 2024-0287 VARIANCE REQUEST SUMMARY THE FOLLOWING RELIEF IS REQUESTED FROM THE TOWN OF QUEENSBURY SANITARY ORDINANCE: 1) INSTALL PUMP STATION 23' FROM WELL IN LIEU OF REQUIRED 50'. 2) INSTALL PUMP STATION 3' FROM BUILDING FOUNDATION IN LIEU OF REQUIRED 10'. 3) INSTALL PUMP STATION 3' FROM SOUTH PROPERTY LINE IN LIEU OF REQUIRED 10'. 4) INSTALL FORCE MAIN 21' FROM WELL IN LIEU OF REQUIRED 50'. 5) INSTALL FORCE MAIN 5' FROM SOUTH PROPERTY LINE IN LIEU OF REQUIRED 10'. THE WASTEWATER TREATMENT SYSTEM IS DESIGNED AND APPROVED BASED UPON THE INSTALLA77ON OF WATER CONSERVING FIXTURES AND A DESIGN FLOW OF 110 GPD PER BEDROOM. THE SYSTEM IS NOT DESIGNED TO ACCOMMODATE EXTREME WATER USE FIXTURES, SUCH AS JACUZZI—TYPE SPA TUBS OR WATER TREATMENT EQUIPMENT. THE INSTALLA7TON OF NON —CONSERVING WATER FIXTURES OR EXTREME WATER USE FIXTURES IS CONTRARY TO THE APPROVAL OF THIS WASTEWATER TREATMENT SYSTEM. ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE WASTEWATER SYSTEM. CONSTRUCT DRAINAGE SCALE UPGRADE OF SYSTEM IN ORDER TO DIVERT SURFACE RUNOFF AROUND ABSORPTION FIELD. SEPTIC TANK, PUMP STATION & ABSORPTION BED MUST BE INSPECTED BY LOCAL BUILDING DEPARTMENT AND DESIGN ENGINEER PRIOR TO BACKFILL AND FINAL GRADING. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY THE NECESSARY PARTIES AND REQUEST INSPECTIONS. MAP REFERENCE: 1. BASE MAP INFORMATION FROM "MAP OF A TOPOGRAPHIC SURVEY MADE FOR TRYNTZE & ADAM CONWAY" BY VAN DUSEN & STEVES LAND SURVEYORS, JANUARY 17, 2024. WASTEWATER SYSTEM SETBACK REQUIREMENTS STREAM, LAKE, PROPERTY LINE HOUSE WATERCOURSE, WELL WETLAND SEPTIC TANK 10' 10' 50' 50' ABSORPTION FIELD 10' 1 20' 1 100' 100' 00 o ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A Hutchins Engineering PLLC 169 Haviland Road Queensbury, NY 12804 (518) 745-0307 Phone (518) 745-0308 Fax TAX MAP # 289.11-1-36 WASTEWATER SYSTEM PLAN & DETAILS prepared for. Tryntze and Adam Conway 74 Reardon Road Town of Queensbury, County of Warren, State of New York Drawn: AVA Checked: GTH Scale: NOTED Date: 0310612024 292293-01 -S1 Dig g Safely. NewIYork EXTERIOR WEATHERPROOF JUNCTION BOX (IF NECESSARY). SEAL CONDUIT GAS TIGHT. INSTALL CONTROL PANEL IN HOUSE. CAST IRON MANHOLE COVER ALL ELECTRICAL WORK TO BE INSPECTED BY A CERTIFIED W/WATERTIGHT INSERT ELECTRICAL INSPEC71ON AGENCY PRIOR TO START—UP OF PUMP STATION. PRECAST CONCRETE E :a 4" SCH. 40 PVC INLET 4" PVC SDR-35 MIN. SLOPE INLET 2" HDPE SDR-1 i 1/4" PER FOOT FORCEMAIN WATERTIGHT SLEEVE BALL VALVE AND SEAL (TYP.) LAG/ALARM 3" ABOVE ° 'PUMP ON' 'a LEAD PUMP ON a 1-1/2" SCH-40 PVC INSIDE ° WET WELL THROUGH WALL PUMP OFF UNION — LOCATE SUCH THAT UNION 16" MIN. ° CAN BE DISCONNECTED AND PUMP VOLUME OF DOSE TO REMOVED WITHOUT TANK ENTRY BE 60 t GALLONS REDUCING TEE POINTED DOWNWARD WITH 1" (7-8" BETWEEN ON ° • ' ° °• a •. BALL 1WEETWET0 ALLOW TRICKLE AND OFF LEVELS) °' DRAINVALVE BACK INRO LL 4' DIAMETER PRECAST CONCRETE PUMP STATION WITH TRAFFIC COVE BALL CHECK VALVE AND ACCESS MANWAY INSTALL FLOAT SWITCHES TO DUPLEX GRINDER OPERATE PUMP AND MAINTAIN PUMPS LEVELS AS INDICATED PUMP STATION NOTES GRINDER PUMPS TO BE LIBERTY PROVORE 380 SERIES 1 HP RESIDENTIAL GRINDER PUMPS IN 4' DIAMETER PRECAST CONCRETE BASIN WITH TRAFFIC COVER. SEAL ALL TANK OPENINGS WATERTIGHT. PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CONTROL PANEL WITH VISUAL AND AUDIBLE ALARM. INSTALL DUPLEX, DEMAND DOSE CONTROL PANEL IN BASEMENT UTILITY ROOM IN COORDINATION WITH OWNER. INSTALL POWER & CONTROL WIRING TO CONTROLLER WITH ALARM IN HOUSE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND NATIONAL ELECTRIC CODE (N.E.C.) REQUIREMENTS. GRINDER PUMPS TO BE LIBERTY PROVOKE PRG-102M, 230V, 1 HP, 25 GPM @ 30 FT TDH. VERIFY EXISTING ELECTRICAL SERVICE PRIOR TO PURCHASING PUMPS. ALL ELECTRICAL WORK TO BE INSPECTED BY A CERTIFIED ELECTRICAL INSPEC77ON AGENCY PRIOR TO START—UP OF PUMP STATION. RESOLUTION APPROVING ADAM AND TRYNTZE CONWAY'S APPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCES N RESOLUTION NO.: BOH 62, 2024 INTRODUCED BY: Mr. Harrison Freer WHO MOVED ITS ADOPTION SECONDED BY: Mr. Michael Dixon WHEREAS, Adam and Tryntze Conway (Applicants) filed an application for variances from provisions of the Town of Queensbury On -Site Sewage Disposal Ordinance, Chapter 136 to install a replacement on -site wastewater system with certain of its components to be located as follows: 1. Pump station 23' from the onsite well in lieu of the requited 50' setback; 2. Pump station 3' from the house in lieu of the required 10' setback; 3. Pump Station 3' from the south property tine in lieu of the required 10' setback; 4. Force main 21' from the onsite well in lieu of the required 50' setback; and 5. Force main 5' from the south property line in lieu of the required 10' setback; on property located at 74 Reardon 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 Monday, July 1', 2024, 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 POLYETHYLENE EXTENSION TO POLYETHYLENE EXTENSION TO GRADE WITH TAMPER RESISTANT APPROXIMATE TACCESS GRADE WITH TAMPER RESISTANT ACCESS COVER FINISH GRADE COVER 12"± TEE BAFFLE 30 4" SDR-35 PVC LIQUID LFVFI OUTLET 15" 18" MIN. 118" LONG LIQUID 51 " DEPTH 40" 1,500 GALLON --- POLYETHYLENE ~ `' SEPTIC TANK ' 't i 6"f PEA GRAVEL PUMP STATION & SEPTIC TANK DETAIL SCALE: NTS 5.00' PIPE SPACII:'G 6" MIN STONE BED WIDTH & GEOMETRY PER PLAN BELOW PIPE 3/4"-1-1/2" WASHED CRUSHED STONE 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 Applicants; and BE IT FURTHER, RESOLVED, that the Local Board of Health hereby approves the application of Adam and Tryntze Conway for variances from the Sewage Disposal Ordinance to install a replacement on -site wastewater system with certain of its components to be located as follows: 1. Pump station 23' from the onsite well in lieu of the required 50' setback; 2. Pump station 3' from the house in lieu of the required 10' setback; 3. Pump Station 3' from the south property line in lieu of the required 10' setback; 4. ' Force main 21' from the onsite well in lieu of the required 50' setback; and 5. Force main 5' from the south property line in lieu of the required 10' setback; on property located at 74 Reardon Road in the Town of Queensbury and bearing Tax Map No: 289.11-1- 36. Duly adopted this 1" day of July, 2024, by the following vote: AYES Mr. Freer, Mr. Dixon, Mr. McNulty, Mr. Strough, Mr. Metivier NOES None ABSENT: None I, Colleen Rathbun, Deputy Town Clerk of the Town of Queensbury, Warren County, New York, do hereby certify that I have compared the foregoing with the original resolution as listed above adopted at a regular meeting of the Town Board of the Town of Queensbury held on the t" day of July, 2024 at which a quorum was present and that the same is a correct transcript therefrom and of the whole original thereof to date. IN WITNESS THEREOF, I have hereto set my hand and the SEAL of said Town of Queensbury, this 2nd day of July, 2024. SEAL SIGNED: Colleen Rat Deputy Tov*n Town of Q6 aura Cl��k jeensbiq ABSORPTION BED SECTION NTS 12" MIN. COVER DISTRIBU71ON BOX MIN. SLOPE BAFFLE 1/8" PER FOOT 2" MIN. USE SPEED LEVELERS TO ASSURE ALL OUTLETS 2" MIN. DROP ARE AT EXACTLY THE SAME ELEVATION BETWEEN INVERTS 4" PVC SDR-35 SOLID HEADER TO ABSORPTION FIELD, 1/8" PER FOOT MIN SLOPE SEPTIC TANK NOTES ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF HEALTH AND SHALL BE OF PREFABRICATED POLYETHYLENE. ALL STRUCTURES SHALL BE PLACED ON 6"f LEVEL PEA GRAVEL BASE. WHERE EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED UNDER PEA GRAVEL AS NECESSARY TO ACHIEVE A STABLE BASE. RUBBER GASKETS SHALL BE INSTALLED IN ALL INLETS AND OUTLETS INSTALL, BACKFILL, & PRE —FILL TANK IN STRICT CONFORMANCE WITH TANK MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. PROVIDE COPY OF MANUFACTURER'S INSTALLATION INSTRUCTIONS PRIOR TO INSTALLATION. FILTER FABRIC 2 ' TO ED MIRAFI 140N OR OF BED EQUAL 40' 15' -- f NIS TON BED PLAN NTS LIMI T OF 15'x40' STONE BED ERFORATED PVC LATERALS 4LLED NEAR LEVEL IN CONFIGURATION 'OSED ?IBUTION BOX SI TION FORCE TO 4" PVC IDE OF D—BOX ® Call Before You Dig EM Wait The Required Time ® Confirm Utility Response ® Respect The Marks ® Dig With Care 800.962-7962 www.digsafelynewyork.com -1016 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A Hutchins Engineering PLLC 169 HaAand Road Queensbury, NY 12804 (518) 745-0307 Phone (518) 745-0308 Fax TAX MAP # 289.11-1 -36 prepared for: Tryntze and Adam Conway 74 Reardon Road Town of Queensbury, County of Warren, State of New York Drawn: AVA Checked: GTN Scale: 00TED Date: 0310612024. 29293-01-S2 i f v o Wooa stogy y\-, j� _ --s Dig Safely. 11 �o� Frame � -✓ \\ New ®York �Q�� ` \ OUse � / _� ;. Cali Before You Dig °� `tea \ (1 5) /...._.// ,., s q Wait The Required Time / ` , / ®Confirm Utility Response o ��0� / Marks ncre� ,; , - st - - ` � ,� WithCare Respect \ eps \ �11z 800- 62.7 / U� /' � y www.digsafelynewyork.com Glen Lake 7'± TO Shor 0r rator� ASPHALT DRIVE / Angle r2n C� � RIGHT-OF-WAY WAS NOT 6 Beec 8"Hem�cck �+i\ �aO'r7/ 'N� Lands N/F of \ SAWCUT FOR FORCEMAIN IRF N N -- / c 6'>�� w 9h��s ��` Seidel Family Irrevocable Trust\ INSTALLATION N o o N _` __` O° 24"White Pme 6"B,rch i a,C$ak Rs ` " `� b @ / VO 8:4905 P:.139 V. ' , \ \ \ \ - Sty`S F� COORDINATE ASPHALT ROAD CROSSING W11N "' "� p •S81 o LAKE WATER SUPPLY x EXIS77NG SEP77C AREA - QUEENSBURY HIGHWAY DEPARTMENT PRIOR `" ` '"'' t , . 'ice"Wh,fe Pme \ /� "-"� �.�_ \ 289.i I-I-37 BENEATH DECK aepc�'Mark >` 0/ TO WORK. (518)761-8212. SAWCUT EXISTING ::a. ' 4 �✓11 403.54 , - 0 `�� / ASPHALT AND REPLACE PER HIGHWAY <� � / \ 4. /34 W.Fine ' NIII Snp 0, / c/)'s,;" '�� R 0 / � / DEPARTMENT REQUIREMENTS o / / , \,N - l-' \ / /. / \� ,' \\ `r,s s �r o��\ �... .. Ad�oininy Garage .. , p yy.. To;Shore \� ,/ ,4pft._ /� 1 \ �� / \ / `F / N. �.. 8� <c ♦.3 CIRF T _ i- 26".Wfnte P ne ° .. < / I F� Fti '' V / 1 ��, sc v v SITE LOCH N ow o IPF •► y/' .- 4 3�L�(Jhite Pne /... .�4"Cher 4/ / o / / � 4 `\ � 'I'll t ".� - ..,,� � R,� Q� - Lands N/F of � LOCATION MAP \ � � _ - o P l� 11 P.NM �11 �� /$R°°f, �\\ \" c��/ � " \ Richard & Tina DeMarsh �,� WASTEWATER SYSTEM DESIGN o sr 4 R \ '76'�� / 8:6850 P:48 �o 0 x I / I \ � -; ; �.,� 43 3j„ 289.I I-I-38 �.,, 3-BEDROOM RESIDENCE DESIGN TO 4 o v FUTURE SEWAGE l a / / 'L ( ) W z Lands N/ l a Crushed Stone ' EJECTOR TO SERVE I ; se\ cF / ' / Oak \ �,, r30.p�•- / g 9 DESIGN FLOW - 110 GPD/BEDROOM ER -;'��. \ went\ .. /. ,% / V - ``; k25 ipf Glen & Sharo Sfhp enson BASEMENT ORA/NS I I _� f \ ' / �1� SYSTEM DESIGN FLOW - 440 GPD z 0 I / 8:63 P:737 � i - f . %,, _. z la'oak =/ �',.. ,, - �,� �� PUMP STATION-4'0 PRECAST CONCRETE WITH DUPLEX Q I U / -- - -35 INSTALLED 4" \\ .', i / 14`oak C1 �- S 9.i I-i I / / ! \ GRINDER PUMPS o o nco I , a BUILDING SEWER , \ he / / / / 2 - r { PF \ SEPTIC TANK -1500 PRECAST CONCRETE DUAL o *> �� , / `\ . . �'/ 18"Oak _... \ \ \ O , _11 I �,; I INSTALLED GRINDER ' , � �� / COMPARTMENT p \ PUMP STA77ON N. '7j,'�� 3 /, f21 ,:(\ �Wht� ,ne j' \ \\ \ \ \ / / / \ (j 2� / \ \ .. _ _ . .. `\ \\\ �/ ,� '- / �\ ; / \ \ \ DESIGN APPLICATION RATE: .95 GPD/SF, BASED ON v j \ \ q �\ � � \ - /" � ! ` 1 5 MI /N PERCOLATON RATE d v ; ✓o mow' \ - v \ <., \ \ ' Z h N. /.. n . `\ - DSO. _ \\ \ a j i ..\K - .. , , _.:<��y11 ABSORPTION BED AREA RE 'D = 440 GPD 95 GPD SF S - , )/( / i \ 0 ( ) a w St = w >' o o \ _ .., �o , '_ .; , , , ....-.. _. ....- ...._- / 463 SF O ; _� r C aryl / \, O ulr 1 I. 1 \ a e p Q / pd \ ,, 5 INS 1. c> \ _ ->r ,� ® INSTALLED 5 > _ " I °e rd . ,' - 1,1 - Area st oad �� ABSORPTION BED AREA PROVIDED = 15 x40 600 SF -1�1)1 ,, e ... ...._. . .... ..... _.. a� ....,_ .... ..... \ . t '' Sq Feet ' FORCEMA/N --,., / \ , \ >. �, _ _ \ , , � CIR f - 7:1 Acres. - f ,' POTABLE WATER SUPPLY IS TO BE ON SITE WELL f % 9 / , JS� I. c -� �� s y o :.- r.:" he Crushed Stone." O %/ / / \_ a \ _ r 289 36- a \: 's 0 \ -11 O �/ N O e e ,:, \ _` \:. _.._ "I I / I 00 1 , // ,_. , y I , z w. = i �i11, r i . "111- � IRF ' ' ' t. c, r �� ;.. e sF �L T �\ \% � an N/F of / -1i' ' \ „ ,%° ,- . . i Fro SYSTEM MATERIAL SPECIFICATIONS `� � ` � �%` � S ` Au ust &)Louise cKast Estate \ 4 F �"' 9 y ? - ___- __-, / / - �l tiF e ABSORPTION BED AGGREGATE ,v. t �> l CIRF s ... -- N' 55.. 04.'_13..._.• W ;x T 289.I I-!-34 - :. - ' :-� i 'PT-1` ��p`, STONE IS TO BE 3/4" TO 1-1/2" WASHED CRUSHED STONE. 421.A a ' i ..1,.._�.�_z .. 't ... .. _._. fL \ ' EFFLUENT SEW PIPE 4,. ;, , J -43 - _. .....-. ., __ _. PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 1/8" PER FOOT MINIMUM SLOPE. ✓ ✓ 'S' >..: -__ ....._. r a, \ C i R5 __ FILTER FABRIC as j . _ -1 OUP_ __- - `,_ \ i� '� FILTER FABRIC TO BE 4.8 OZ/SY NON WOVEN SEPARATION FABRIC, TENCATE MIRAFI 14ON OR EQUIVALENT, Lands N/ of - ="� TBA y � � ' Ronald 8. & C nth�a F. Mackowiak �� ,� _ .._ �-<� - . FORCEMA N Y _ __ '\� O� / LYRI GRA STAL NSE TIC�ANK '� PIPING TO BE1-1/2" SDR-11 HDPE, PROVIDE POSITIVE DRAINBACK TO PUMP STATION. L 8:578 P:236 - .. 6 TW SE D P /' O 289.I I-I-33 . 4 1 �.` , , . 0 PO ��,TO IN 0 \4 .. .-.zo INSTALLED 15 X40 R PIPE HOUSE SEINE payers \� \ -.` - 4 SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH / PER FOOT MINIMUM SLOPE. ABSORP77ON BED - - y 10 x PIPING To BE 1 4" / '�d✓o, CIRF INSTALLED 1500 GALLON '� SYSTEM FILL / \ \ , \ n9 Cara I / / ' AS DESCRIBED IN "FILL MATERIAL NOTES �g �{ TC / / \ 9� a�/ . Ill ., ., -- POLYETHYLENE SSEP77C TANK �s / ' TOPSOIL , ®� / i \ ' ' -� PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. SEED MULCH AND ESTABLISH TURF. . GOh� �' Cr � \ ,"� -. _.__.. , , I , / / (0 ....1. - � I - � , i� � " - -- 1. CIPIf I ) - "I .1- .... "", "". - _�� _.... -.........'_""_ 1, - -,____ �� - - ! 11 11" ,_ I-, _'___ "� -1- "I" I'll ,_ -.1..... ........ -.1-1... ...-,.......... ...", INSTALLED 4 PVC1. �' '� , �,"- _-�"� . �,� / \ , \ ; wa "" . - PIPE MARKER o � - / s �c / a- SYSTEM INSTALLATION NOTES IRF 4"PVC.,MARKER PIPE INSTALLED AT D BU7ZON SOX.. ��/ ; _._. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRA G AND IN ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF - ; /. __ _. _ . �.. - ..:. - - HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLATION OF THERMOPLASTIC PIPE AND CORRUGATED \ / V / �� ' I I- - 1 TUBING IN SEPTIC TANK LEA FIELDS \ I- / ., ✓ I - 11.1 \ h 1 I" OF THIS DOCUMENT _.._ REQUIRED, THE WALLS AND FLOOR EXCEPT BY A LICENSED / �.% \ _ _. __. AFTER EXCAVATION OF 15 WIDE X 40 LONG ABSORPTION BED TO THE DEPTH ED, \ _ � ' - _ ..... _ .._. I..... - _ -.._ '11- . J PROFESSIONAL ENGINEER /S A \ / �' ....- .. _ > -.-- _.. 11 _.-.. .. `A h.. . __.-. SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED AREAS OF SOIL. VIOLATION OF NYS EDUCATION LAW. \ \ c� _ - _ / �� oti_ \ / / 11" STONE,PLACEMENT OF CRUSHED SHALL E \` le - - ti , _ _._. _. - _... \ %j --- - EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE STONE AND PIPE. Oa . / \ 7777 - _ ----- , _ _.. .... .._.. _ RC i ,, .. O._. _ _....... . - - ° 6 _._ _ _ _- _ -_ THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT SAGS �+/.� \ / �RF .'' � / ,r _... .. _ .. .- _.. _ ..... Hutchins �' y _.... ...... �� __. HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE CONDI7IONS PIPE SHALL BE LAID IMTH HOLES DOWN IN ALL _ .... ._ ,; __ . _ . 11 Engineering �; . c _ _.._ . ... _ / _ . �� I ,0 FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF AWAY FROM THE i1. - '�e� P L L oO� 46 ` A- .._-. __ .. -.- -- -... - _ - _.-._ DISPOSAL POFIELD.F 169 Hoviland Road ' _ - .. _.... .. ' ' '✓` ' ; .... _..._ -._ _..... .. _... een 04 x to,� 7. -._ _..._ - __. Qu sbury, N / - 1p . ._.. - _ - _:_.. _.__ ... _ _..- DO NOT USE HEAVY EQUIPMENT WITHIN 7HE ABSORPTION AREA AFTER PIPING HAS BEEN INSTALLED. ((51 745 0030 Phone /I ^ s �♦ - _... _.�/. (518) 745-0308 Fax THE WASTEWATER TREATMENT SYSTEM IS DESIGNED AND APPROVED BASED UPON THE INSTALLATION OF WATER TAX MAP # 289,l I-1-36 WASTEWATER SYSTEM PLAN CONSERVING FIXTURES AND A DESIGN FLOW OF 110 GPD PER BEDROOM. THE SYSTEM IS NOT DESIGNED TO ACCOMMODATE EXTREME WATER USE FIXTURES, SUCH AS JACUZZI-TYPE SPA TUBS OR WATER TREATMENT SCALE: 1"=20' EQUIPMENT. THE INSTALLATION OF NON-CONSERVING WATER FIXTURES OR EXTREME WA7ER USE FIXTURES Is WASTEWATER GRAPHII. SC4LE CONTRARY TO THE APPROVAL OF THIS WASTEWATER TREATMENT SYSTEM. 10 10 20 40 SITE SOILS DATA VARIANCE RE UEST SUMMARY ROOF, FOOTING GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE WASTEWATER SYSTEM PLAN TEST PIT SYSTEM. O� DETAILS ( IN FEET ) TP-1 - 611812024 BY TOM HUTCHINS, P.E. THE FOLLOWING RELIEF IS REQUESTED FROM THE TOWN OF QUEENSBURY RECORD DRAWING CONTRACTOR TO FIELD VERIFY LOCATIONS AND DISTANCES WOODS AREA UP HILL - EL. 439' SANITARY ORDINANCE: CONSTRUCT DRAINAGE SWALE UPGRADE OF SYSTEM IN ORDER TO DIVERT SURFACE RUNOFF AROUND ABSORPTION WOODS DUFF � ' FIELD. prepared for: INSTALLATION DATE: 101712024 0-6" - WOODS TOPSOIL 1) INSTALL PUMP STATION 23 FROM WELL IN LIEU OF REQUIRED 50. T ntze and Adam 6-32" - RED-BROWN SILTY FINE SAND SEPTIC TANK, PUMP STATION & ABSORPTION BED MUST BE INSPECTED BY LOCAL BUILDING DEPARTMENT AND INSTALLED BY - STONE INSTALLATIONS 6-32" - LIGHT BROWN FINE SAND 2) INSTALL PUMP STATION 3' FROM BUILDING FOUNDATION IN LIEU OF REQUIRED 10'. DESIGN ENGINEER PRIOR TO BACKFILL AND FINAL GRADING. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO Conway 60-60" - GRAYISH BROWN FINE SAND IDEN77FY THE NECESSARY PARTIES AND REQUEST INSPECTIONS. 74 Reardon Road 3) INSTALL PUMP STATION 3' FROM SOUTH PROPERTY LINE IN LIEU OF REQUIRED 10'. Town of Queensbury, RECORD DRAWING NOTE: DRY ALL DEPTH 4) INSTALL FORCE MAIN 21' FROM WELL IN LIEU OF REQUIRED 50: County of Warren, A REPRESENTATIVE OF OUR OFFICE WS17ED THE SITE NO GROUNDWATER EVIDENCE MAP REFERENCE: State of New York DURING CONS7RUCRON AND IT IS MY OPINION THAT ROOTS TO 80" 5) INSTALL FORCE MAIN 5' FROM SOUTH PROPERTY LINE IN LIEU OF REQUIRED 10'. 1. BASE MAP INFORMATION FROM 'MAP OF A 7HE SYS7EM IS INSTALLED IN GENERAL CONFORMANCE NO BOUNDARY COND177ON TO 84" TOPOGRAPHIC SURVEY MADE FOR 7RYNTZE & WTH 7HE APPROVED PLAN AND 7HIS RECORD PROVIDE 24" VERTICAL SEPARATION TO ADAM CONWAY" BY VAN DUSEN & SIEVES DRA{MNG. FINAL SURFACE FINISHING AND TURF LAND SURVEYORS, JANUARY 17, 2024. ESTABLISHMENT IS ONGOING BOUNDARY CON0177ON G. 7HOMAS HUTCHINS, P.E. PERCOLATION TEST WASTEWATER SYSTEM SETBACK REQUIREMENTS Drawn: AVA Checked: GTH 1011512024 PT-1 - BY TOM HUTCHINS, P.E. S7REAM, LAKE, Scale: NOTED Date: 0310612024 , STABILIZED PERCOLATION RATE' = 3:30 MIN/INCH PROPERTY LINE HOUSE WATERCOURSE, WELL WETLAND SEP71C TANK 10' 10' 50' 50' 292293-01 -S1 ABSORP7ON FIELD 10' 20' 100' 100' Dig Safely. New ®York ®Call Before You Dig ®Wait The Required Time Confirm Utility Response Respect The Marks EM Dig With Care TWO POLY RISERS TO GRADE INSTALLED ON SEPTIC TANK 800-962-7962 www.digsafelynewyork.com 01 CN �t d- :n N EXTERIOR WEATHERPROOF JUNCTION BOX (IF NECESSARY). POLYETHYLENE EXTENSION TO POLYETHYLENE EXTENSION TO o SEAL CONDUIT GAS TIGHT. INSTALL CONTROL PANEL IN HOUSE. GRADE WITH TAMPER RESISTANT APPROXIMATE GRADE WITH TAMPER RESISTANT CAST IRON MANHOLE COVER ALL ELECTRICAL WORK TO BE INSPECTED BY A CERTIFIED ACCESS COVER FINISH GRADE ACCESS COVER W/WA TER TIGHT INSERT ELECTRICAL INSPECTION AGENCY PRIOR TO START—UP OF PUMP STATION. PRECAST CONCRETE RISER 12"f TEE BAFFLE 12" N. COVER 4" SCH. 40 PVC DISTRIBUTION BOX 3» INLET 4" SDR-35 PVC U a a. 4" PVC SDR-35 MIN. SLOPE LIQUID LEVEL OUTLET 01 z INLET 2" HDPE SDR-11 1/4 PER FOOT �� » MIN. SLOPE BAFFLE Z FORCEMAIN 15 18 1/8 PER FOOT 2 MIN. WATERTIGHT SLEEVE MIN. USE SPEED LEVELERS TO ASSURE ALL OUTL TS 2" MIN. DROP o a BALL VALVE AND SEAL (TYP.) 118" LONG ARE AT EXACTLY THE SAME ELEVA ON BETWEEN INVERTS �p cWn j LIQUID 51„ 4" PVC SDR-35 SOLID HEADER TO ABSORP ON N LAG/ALARM 3" ABOVE DEPTH FIELD, 1/8" PER FOOT MIN SLOPE 'PUMP ON' 1,500 GALLON-1SEPTIC TANK NOTES POLYETHYLENE ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS F THE NEW YORK STATE DEPARTMENT LEAD PUMP ON SEP77C TANK 1-1/2" SCH-40 PVC INSIDE OF HEALTH AND SHALL BE OF PREFABRICATED POLYETHYLENE. WET WELL THROUGH WALL » '.�� % ALL STRUCTURES SHALL BE PLACED ON 6 f LEVEL EA GRAVEL BASE. WHERE EXISTING PUMP OFF % % %/�/�/�%/%%/%/%%%%%%%%%%/�/ % % % % % i % % ��% % i�/��/��/��/i�/i�/�� SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE HALL BE PLACED UNDER PEA GRAVEL UNION - LOCATE SUCH THAT UNION AS NECESSARY TO ACHIEVE A STABLE BASE. 16" MIN. CAN BE DISCONNECTED AND PUMP 6"f PEA GRAVEL VOLUME OF DOSE TO REMOVED WITHOUT TANK ENTRY RUBBER GASKETS SHALL BE INSTALLED IN ALL INLET AND OUTLETS. BE 60 E GALLONS REDUCING TEE POINTED DOWNWARD WITH 1" (7-8" BETWEEN ON � BALL VALVE THROTTLED TO ALLOW TRICKLE INSTALL, BACKFILL, & PRE—FILL TANK IN STRICT CON ORMANCE WITH TANK AND OFF LEVELS) DRAIN BACK INTO WETWELL MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. 4' DIAMETER PRECAST CONCRETE PUMP STA71ON WITH TRAFFIC COVE BALL CHECK VALVE N AND ACCESS MANWAY PUMP STATION NOTE: PROVIDE COPY OF MANUFACTURER'S INSTALLATION IN TRUCTIONS PRIOR TO INSTALLATION. z INSTALL FLOAT SWITCHES TO DUPLEX GRINDER OPERATE PUMP AND MAINTAIN PUMPS THE PUMPS THAT WERE INSTALLED IN THE 4''0 PUMP LEVELS AS INDICATED STATION WERE CHAMPION PUMPS:MODEL CPG1022-2 PUMP STATION & SEPTIC TANK DETAIL SCALE: NTS PUMP STATION NOTES GRINDER PUMPS TO BE LIBERTY PROVORE 380 SERIES 1 HP RESIDENTIAL GRINDER PUMPS IN 4' DIAMETER PRECAST CONCRETE BASIN WITH TRAFFIC COVER. SEAL ALL TANK OPENINGS WATERTIGHT. PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CONTROL PANEL 4" PVC PERFORATED 4" TOPSOIL COVER ABOVE FILTER FABRIC WITH VISUAL AND AUDIBLE ALARM. INSTALL DUPLEX, DEMAND TOP OF STONE BED; LATERAL INSTALLED LEVEL, MIRAFI 140N OR DOSE CONTROL PANEL IN BASEMENT U77LITY ROOM IN 1N BED CONFIGURATION WITH 5.00' PIPE 2 ' TO ED QF SEED & ESTABLISH TURF EQUAL E' COORDINATION WITH OWNER. MANIFOLDED ENDS SPACING OF BED �F �c� INSTALL POWER & CONTROL WIRING TO CONTROLLER WITH ALARM C ER \ 12 TOTAL ua IN HOUSE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS 2" STONE � ' • AND NATIONAL ELECTRIC CODE (N.EC.) REQUIREMENTS. LIJ COVER OVER PIPE r L' sue' �$ f ,;�' �r�� f �� STONE w,e -j 6" MIN STONE BED, WIDTH & GEQMETRY PER PLAN 2' MINIMUM n ' GRINDER PUMPS TO BE LIBERTY PROVORE PRG-102M, = BELOW PIPE A71ON �: .;- SEPAR 230V, 1 HP, 25 GPM @ 30 FT TDH. TO BOUNDARY.' o67g't�' - _ CONDITIONOF PUMPS. 5 VERIFY EXISTING ELECTRICAL SERVICE PRIOR TO PURCHASING 3/4"-1-112" WASHED PUMPS. CRUSHED STONE ABSORPTION BED SECTION NTS — 15, ALTERATION OF THIS DOCUMENT ALL ELECTRICAL WORK TO BE INSPECTED BY A CERTIFIED EXCEPT BY A LICENSED ELECTRICAL INSPECTION AGENCY PRIOR TO START-UP OF PUMP T ` R `T` PROFESSIONAL ENGINEER /S A ° VIOLATION OF NYS EDUCATION LAW. v t STATION. 3 ,;✓t c fi c K c M = c F c �C v vv v , � Hutchins RESOLUTION APPROVING ADAM AND TRYNTZE CONWAY'S plan or policy;and s u 1 < APPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCES 2. the Local Board of Health finds that the granting of the variances is necessary for the \ \ \ \ \ \ \ M Engineering reasonable use of the land and are the minimum variances which would alleviate the specific \ \ \ \ \ \ RESOLUTION NO.:BOH 62,2024 unnecessary hardship found by the Local Board of Health to affect the Applicants;and �� p .,-x, INTRODUCED BY: Mr.Harrison Freer v v vv v N v v� v' v WHO MOVED ITS ADOPTION BE IT FURTHF,R, LIMt T OF 15'x40' 169 Haviland Road STONE BED Queensbury, NY 12804 SECONDED BY: Mr.Michael Dixon e °M e \ \ G f (518) 745-0307 Phone RESOLVED,that the Local Board of Health hereby approves the application of Adam and Tryntze v y% (518) 745-0308 Fax Conway for variances from the Sewage Disposal Ordinance to install a replacement on-site wastewater ( r f WHEREAS, Adam and Tryntze Conway (Applicants) filed an application for variances from system with certain of its components to be located as follows: provisions of the Town of Queensbury On-Site Sewage Disposal Ordinance, Chapter 136 to install a TAX MAP # 289.11-1-36 replacement on-site wastewater system with certain of its components to be located as follows: 1. Pump station 23'from the onsite well in lieu of the required 50'setback; 2. Pump station 3'from the house in lieu of the required 10'setback; 1. Pumpstation 23'from the onsite well in lieu of the required 50'setback; Y WASTEWATER q 3. Pump Station 3'from the south property line in lieu of the required t0'setback; 2. Pump station 3'from the house in lieu of the required 10'setback; 4. Force main 21'from the onsite well in lieu of the required 50'setback;and ° ` v v v SYSTEM PLAN 3. Pump Station 3'from the south property line in lieu of the required IO'setback; 5. Force main 5'from the south properly tine in lieu of the required 10'setback; , ,, `, c 40 y 4. Force main 21'from the onsite well in lieu of the required 50'setback;and 5. Force main 5'from the south property line in lieu of the required 10'setback; on property located at 74 Reardon Road in the Town of Queensbury and bearing Tax Map No: 289.11-1- (�C DETAILS 36. c �cei on property located at 74 Reardon Road in the Town of Queensbury,and '< < \ t ` \ » 4 PERFORATED PVC LATERALS ( prepared for: INSTALLED NEAR LEVEL IN Duly adopted this I"day of July,2024,by the following vote: Tryntze and Adam WHEREAS,the Town Clerk's Office published the Notice of Public Hearing in the Town's official BED CONFIGURA77ON < < \ N y \ \ newspaper and the Local Board of Health duly conducted a public hearing concerning the variance requests AYES Mr.Freer,Mr.Dixon,Mr.McNulty,Mr.Strough,Mr.Metivier NOES None ( N t ' Conway on Monday,July 11,2024,and ABSENT: None C` ` 74 Reardon Road I,Colleen Rathbun,Deputy Town Clerk of the Town of Queensbury,Warren County,New York,do hereby N^ PROPOSED Town f WHEREAS,the Town Clerk's Office has advised that it duly notified all property owners within certify that I have compared the foregoing with the original resolution as listed above adopted at a regular = , DISTRIBUT70N BOX 0 o Queensbury, 500 feet of the subject property, meeting of the Town Board of the Town of Queensbury held on the Is`day of July,2024 at which a quorum County of Warren, was present and that the same is e correct transcript yha therefrom and L the whole original thereof to date. � N TRANSITION FORCE State Of New York IN WITNESS THEREOF,I have hereto set my hand and the SEAL of said Town of Queensbury,this 2"a K" NOW,THEREFORE,BE IT day of July,2024. Ns \ N „ \^ MAIN TO 4 PVC OUTSIDE OF D-BOX RESOLVED.that SEAL SIGNED: Colleen Rathbun Deputy Town Clerk ABSORPTION BED PLAN 1. due to the native of the variances,the Local Board of Health determines that the variances Town of Queensbury would not be materially detrimental to the purposes and objectives of this Ordinance or other NTS Drawn: AVA Checked: GTH adjoining properties nor otherwise conflict with the purpose and objectives of any Town Scale: NOTED Date: 0310612024 QUEENSBURY VARIANCE RESOLUTION NTS 292293-01 -S2