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SEP-0083-2022 SEPTIC VARIANCE Office Use OnIV Permit#: 5ep— 0,08;s-Zo?•2— APPLICATION Permit Fee:$ 465 Ln,-n of Qtcriobury hh Invoice#: "�b(Q-0 742 Bay Road;Queensbury,NY 12804 P:S18-761-82S6 www.gueensburV.net Approvals: Submittal: 1 (one) originall�&a 8 co pies leted application package PLEASE PRIM rw% I CLLIDE AN EMAIL Section 1: MAR 0 8 2022 Contact Information: TOWN OF O� ENSBURY er- Property Owner(s): James DeNooye BUILDING CODE er s Agent: Hutchins__Engineering PLLC Address: 127 Wolf Road Address: 169 Haviland Road Albany, NY 12205 Queensbury, NY 12804 Phone#: 518-369-0370 Phone#: 518-745-0307 Email: tdss454@aol.com-Tom_Denooyer Email: fwdobie@hutchinsengineering.com Section 2• Site Information: Site Address: 3308 State Route 9L; Dark Bay Tax ID#: 239.18-1-26 Directions to Site:- turn left onto Route 9L from Bay Road; destination on right in 1.2 miles Section 3• Distance from well on property to septic system(if applicable) Lake Water Supply 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? WYes ❑ No if No,please explain: Section 6• Is the proposed system to be installed under a parking area? ❑Yes 0 No Section 7: Section of the Sanitary Sewage Ordinance from which you are seeking the variance(i.e.leaching system will be 89 ft. from well in lieu of required 100 ft.): 136-11 A. - Install two 2,000 -gallon wastewater holding tanks die► ��iP Pu,nP ¢ f��.aEi�r Fo�� ,��•v. 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.Cffice: North Name Lake George Address Tax Map i D South Name Michael E. Stango /. MichaelE. Stango Address 147 Lake Dr Greensburg, PA 15.601. J same Tax Map.ID 239.18.1-54 1 239.18-1-52 East Name Dark Bay Properties, LLC Address 3300 State Route.9L Lake.Geor a NY 12845 Tax Map ID 2.39.18-1-27.1 West Name James S. DeNooyer Address 127 Wolf Rd Albany, NY 1.2205 Tax Map ID 239.18-1-25 Section 9: OWNER STATEMENT I/We-do hereby.relieve the Town of-Queensbury from any liabilities.on the plumbing and septic system located at: I/We realize that..pu(Ine well,septic tank or leaching,s tem I�5s han the required_ feet VIAIIA ie AMR, d- ��.��1'x�', from the �S/ 9RE�/�t/� may inhe risk of pollution,. Owner—Print Name: Owner--Signafure.: Date: Section 10: NEIGHBOR ORTENANT AELI_ASE STATEMENT(if opplkable) �4 !/we do herebyrelieve the ToWh.of Queensbury from any'liabil.ities on the plumbing and septfc.systerh located at: I/Wq realize that putting the well,septic tank or leaching systemless than the required. feet from the may increase the'risk of.pollution. Neighbor/Tenant--Print(lame: Neigh bor/Tertant Signature: date:. Septic Variance Application Revised pecemb&2021 Section.= 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 agreemeri#to provide documentation required. .Complete the.fol#owing if.the OWNER is using an Agent: owner's Name: James DeNooyer Designates: Hutchins Engineering PLLC-.as agent regarding the Septic Variance for Site Address: .3308 .STATE ROUTE 9L Tax'Map#: 239.18-1-26 Engineering Fee Disclosure: Applications may be.referred to the Town sonsuiting 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. Authoriization 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 Nleetine Minutes.Disc losure: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 I,-the undersigned, have thorough y ead and understand the instructions for submission;agree to the submission requirements-and.co pl ted checklist: Y OWNER—PRINT NAME: James N' 'oyer r OWNER—SIGNATURE; DAi'E: Lucas D AGENT—PRINT NAME: �_ 'e, P.E. AGENT—SIGNATURE: DATE: ZZ Septic Variance Application RBvzeid December 2021 169 Haviland Road Queensbury, NY 12804 Hutchins Engineering PLLC Phone: (51 )745-0087 March 4, 2022 Town of Queensbury Local Board of Health 742 Bay Road Queensbury NY 12804 Re: James DeNooyer—3308 State Route 9L - Dark Bay— Lake George Septic Variance for Holding Tanks Tax Map ID: 239.18-1-26. Dear Supervisor Strough and Town Board Members: I This office represents the DeNooyer family with respect to a wastewater holding tank system installation at their 3308 State Rt. 9L property, which has 222-ft of lake frontage upon Dark Bay, Lake George. The property has a main house with 3-bedrooms and a secondary cabin with 1- bedroom. The cabin does not have a bathroom; the bathroom that serves this cabin is situated in the westerly adjacent building, which is adjoined to the cabin by a porch walkway. Presently, the two buildings each have a lakeside wastewater system, which we suspect are cesspools, situated approximately 40&65 feet from the shoreline. It is proposed to remove these cesspools and to. install a new packaged grinder pump station on the lakeside of the buildings and to pump the wastewater to a series of two holding tanks, located on the roadside of the main house. These tanks will each have 2000-gallons of storage, which is in accordance with the town's sizing criteria for 4-bedrooms. Given the site constraints and seasonal usage, it is our opinion that holding tanks are the most practical solution for the parcel. Variance requests to the Local Board of Health are for the holding tank system installation and for shoreline setback relief to the grinder pump station and the forcemain. We respectfully request that this application be placed upon the Town Board's meeting agendas for the March meetings. It is our client's goal to perform the installation this spring. 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, EIJUEOVE D Lucas W. Dobie, P.E. MAR 0 8 2022 Associate/Partner—Design Engineer TOWN OF QUEENSBURY Enclosures BUILDING&CODES C.c. Tom DeNooyer Hutchins Engineering PLLC ........... ........ _..... ........... __... WASTEWATER SYSTEM DESIGN 4-BEDROOM DES IGN GN WATER SAVING FIXTURES REPLACE EXIST. FIXTURES AS NEEDED G LAKE WA 1+ '' (1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS) 2 - INTAKE LOCATION LAKE \a. / DESIGN FLOW - 110 GPD/BEDROOM CI `X SYSTEM DESIGN FLOW - 440 GPD GEORGE HOLDING TANK DESIGN TOWN OF QUEENSBURY HOLDING TANK VOLUME REQUIRED: / \ ♦ \ 4000 GAL - §136-11 B.(2) \ INSTALL 2 2 000 GAL PRECAST / ♦ O CONCRETE TANKS IN SERIES CIR--\V "� `� � 4,000 GAL TOTAL TO BE PROVIDED 3 S IR PO TABLE LE WAT ER SUPPLY 1 �SLAKE. GEORGE LAKE WATER m MAINTAIN 50 MINIMUM SE TRACK TO HOLDING TANKS RELAY TO BE INSTALLED ON WATER PUMP CIRCUIT TO SHUT DOWN WATER / DARK BAY SUPPLY TO HOUSE WHEN ACTIVATED BY WARNING/SHUT DOWN ALARM ass ON PANEL \ ♦ '�� X���������� \ \ \\ HOLDING TANK ALARM NOTES \ \ \\� \ \\\ \ �\ `- ALARM PANEL CONTROLS SHALL BE SJE RHOMBUS TANK ALERT DUD ALARM. WATERLINE \ SYSTEM OR EQUIVALENT, VALENT AND P Q ROVIDE THE FOLLOWING MONITORING AND CONTROL LocanoN 3 \ \ � z FUNCTIONS. \ \ \\ \ a F \ IN THIS AREA � _ _...._ _._.. WHEN LEVEL OF T _ ♦ �_ v� ��_ — .._ ANK REACHES 85% CAPACITY, ALARM WILL INDICATE TANK A y y azs — WATERUNE CROSSING.-� _—— v HIGH LEVEL" WITH A YELLOW LIGHT ON ALARM PANEL. \� -� WHEN LEVEL OF TANK REACHES 95% CAPACITY, AUDIBLE ALARM WILL SOUND VIERlICALFORCEMAIN � k► \ \ ��. � '� \\ � \ � \ � -._ _ _....------_-_...____�- s ♦ �F� \ \ ` \� \ \ _._ niigh Water=320.20 BETWEEN FORCEMAI \ \� 4S vN ��'� \ \ \ 3 \�--�� \ AND RED LIGHT WILL FLASH, INDICATING "TANK SHUTOFF LEVEL". 8 \_ \ - \ o� AND WAIERUN \ \_\ \ INDER PUMP STATI \\\�\� azs 15'+ o0 \ \ ELECTRICAL INTERLOCK SHALL BE INSTALLED TO DISABLE WATER SUPPLY ��M \ _ �� \ -� UPON REACHING "TANK SHUTOFF LEVEL" / \ -g\, \ \ ♦ \, _ STAINED SOILS �-\ \ _ I \ �_ 1 \ SYSTEM WILL RESET AFTER HOLDING TANKS ARE PUMPED DOWN TO BELOW Ci5tern 350 _ o UILDING SEWER \ \ \ \ THE ACTUATION LEVEL OF "TANK HIGH LEVEL" ALARM. _ . \ 5HW 33S Deck AN ELECTRICAL INSPECTION BY A CERTIFIED ELECTRICAL INSPECTION AGENCY IS �- — \ STAIN® SOILS a REQUIRED AFTER INSTALLATION. ELECTRICAL INSPECTION SEAL IS TO BE AFFIXED Lands of �/P�� \ � Z James DeNooyer i / /� TO ALARM CONTROL PANEL. 355 239. 18 -1- 25 rM Y V-KGA VA It/ {'�� \ �� �,� N THIS AREA FOR c `Propene ,nin a Lands of VARIANCE SUMMARY ST. PROPANE UN b/ 3 � 10. BLDG S \ Dark Bay Properties, LLC THE FOLLOWING RELIEF 1S REQUESTED FROM THE TOWN OF UUULUEmb_'�--=�,�,.� 239.18-1-27. i QUEENSBURY CHAPTER 136 SEWERS AND SEWAGE DISPOSAL: PREVENT VEHICLE l \ Recemm w, AFFlC OVER TANKS l ��' ` � Pain � / <-_w � 1. BOLDING TANK INSTALLATION §136-11 A. I / 36 �`Sr ESs 3450 - INSTALL TWO 2,000 GALLON SEP71C TANKS AS HOLDING TANKS 2. SETBACKS ncr `� - GRINDER PUMP STATION TO SHORELINE on _ _ ��--eIney 3SO 1 STORY WOOD FRAME m50-FT REQUIRED, 34-FT PROPOSED, 16-FT OF RELIEF REQUESTED _ 36 _ _ _-FRMST 3s0 10 B p�CK \ CABIN - FORCEMAIN TO SHORELINE - — gtETE HOLDING TANKS IN SERIES ^ \ TANKS TOTAUNG 4`000 GALLON \\-_'_ 50-FT REQUIRED, 34-FT PROPOSED, 16-FT OF RELIEF REQUESTED , GRAPHIC SCALE 10 0. 5 10 20 40 (INS') CONTRACTOR TO FIELD VERIFY LOCATIONS AND DISTANCE& FINISHED LAWN AREA POLYETHYLENE EXTENSION TO GRADE WITH TAMPER_ RESISTANT ACCESS COVER. MUST BE WATERTIGHT. 12" MIN. COVER 4" PVC HOUSE SEWER Y MAXIMUM LIQUID LEVEL MIN. SLOPE MAINTAIN 2" MINIMUM DROP 1/4" PER FOOT 16" IN INVERTS BETWEEN INLET & OUTLET PIPES 2,000 GALLON PRECAST CONCRETE HOLDING TANK FINISHED LAWN AREA CONNECTOR PIPE INSTALLED LEVEL 4 Pvr. POLYETHYLENE EXTENSION TO GRADE WITH TAMPER RESISTANT ACCESS COVER. MUST BE WATERTIGHT 12" MIN. COVER MAXIMUM LIQUID LEVEL INSTALL FLOAT SWITCHES TO 0 OPERATE ALARM PANEL AT INDICATED LEVELS INSTALL FLOAT SWITCHES WHERE ACCESSIBLE THRU RISER TO GRADE. $000 GALLON PRECAST CONCRETE HOLDING TANK 12" CLEAN SAND, GRAVEL 12' CLEAN SAND, GRAVEL OR 3/4-1-1/2" STONE OR 3/4-1-1/2" STONE Dig uSafely. IN SERIES DETAIL New/.York HOLDING TANKS ■ Caii Betoro You DID SCALE: NIS ■ Walt The Rsgalrod Time ■ Confirm UtIlRy Respon:o ■ Respect The Marks ■ Dig With Caro 800-962.7962 www WASTEWATER SYSTEM SETBACK REQUIREMENTS PROPERTY UNE HOUSE SWAM, I M --WMEOURM MMAIND MLL. HOLDING TANKS, GRINDER PUMP 10' 10' 50' 50' STATION, FORCEMAIN EXTERIOR WEATHERPROOF JUNCTION BOX (IF NECESSARY). SEAL CONDUIT GAS TIGHT. INSTALL CONTROL PANEL IN HOUSE TANK NOTES ALL UWTS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED BY UTOPIA ENTERPRISES OR EQUIVALENT. ' ALL SIRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE. WHERE EXISTING SOIL 85X CAPACITY 95X CAPACITY CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE (3,400 GAL) (3,800 GAL) PLACED AS NECESSARY TO ACHIEVE A STABLE BASE. TANK HIGH LEVEL WARNING/SHUT DOWN YELLOW LIGHT ON ALARM ON SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE ' OF EXTRA HEAVY CONSTRUCTION DESIGNED FOR H-26 WHEEL LOADING. ALL JOINTS MUST BE SEALED WITH BUTYL SEALANT. JOINTS BELOW THE LIQUID LEVEL MUST BE TESTED _ { BEFORE BACKFILUNG. USE CAUTION TO ASSURE RISER EXTENSIONS ARE WATERTIGHT. i s a s. ?A 7 y f t p 1 . x r w `T f a .s SUE LOC477ON• 0 • i EXTERIOR WEATHERPROOF JUNCTION BOX (IF NECESSARY).. SEAL CONDUIT GAS TIGHT. INSTALL CONTROL PANEL IN HOUSE ALL ELECTRICAL WORK TO BE INSPECTED BY A CERTIFIED ELECTRICAL INSPECTION AGENCY PRIOR TO START-UP OF PUMP STATION. 6ES�S1l6EQ; POLYETHYLENE EXTENSION TO GRADE WITH TAMPER RESISTANT ACCESS COVER (NON -TRAFFIC AREAS) GRADE 1 /4" PER FOOT 1-1 12" HDPE PUMP STATION NOTES MIN. SLOPE SDR-11 FORCEMAIN SEAL ALL TANK OPENINGS WATERTIGHT. 4" HOUSE SEWER PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CONTROL PANEL WITH VISUAL AND AUDIBLE ALARM. INSTALL SIMPLEX, DEMAND DOSE CONTROL PANEL INSIDE HOUSE IN ACCESSIBLE LOCATION. BALL CHECK VALVE 1-1/2" SCH-40 PVC PIPING INSTALL POWER & CONTROL WIRING TO CONTROLLER WITH ALARM INSIDE WET, WELL THROUGH WALL IN HOUSE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS REDUCING TEE POINTED DOWNWARD AND NATIONAL ELECTRIC CODE (N.E.C.) REQUIREMENTS. WITH 1" BALL VALVE THROTTLED TO PUMP CONTROL AND FLOAT LEVELS TO BE INSTALLED TO PROVIDE ALLOW TRICKLE DRAIN BACK INTO A 20 GALLON DOSE. WETWELL BALL VALVE GRINDER PUMP TO BE LIBERTY PROVORE PRG-100 SERIES,. 220V OR APPROVED EQUIVALENT. UNION -LOCATE SUCH THAT VERIFY EXISTING ELECTRICAL SERVICE PRIOR TO PURCHASING PUMP. UNION CAN BE DISCONNECTED AND PUMP REMOVED WITHOUT TANK _ ALL ELECTRICAL WORK TO BE INSPECTED BY A CERTIFIED ENTRY ELECTRICAL INSPECTION AGENCY PRIOR TO START-UP OF PUMP 100 GALLON STATION. POLYETHYLENE SIMPLEX GRINDER PUMP PUMP STATION ELECTRICAL INSPECTION SEAL IS TO BE AFFIXED TO ALARM CONTROL PANEL. GRINDER PUMP STATION DETAIL SCALE NIS SYSTEM MATERIAL SPECIFICATIONS TAX MAP # 239.18-1-26 BACKFILL MATERIAL BACKFTLL TO BE GRANULAR SAND BACKFILL MATERIAL WITH NO PARTICLES GREATER THAN I" FORCEMAIN PIPING TO BE 1-1/2" SDR-11 HOPE, PROVIDE 3' MIN. COVER HOUSE SEWER PIPE 2 ADDED WATERLINE LOCATIONS 411912022 PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 114" 1 APPROVAL RESOLUTION - ISSUED FOR PERMIT 411312022 PER FOOT MINIMUM SLOPE. HOLDING TANK CONNECTOR PIPE 0 ISSUED FOR VARIANCE REQUEST 31412022 PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL LEVEL No. Revisions Dote MAP REFERENCE: of NEW HOLDING TANK PLAN & DETAILS BASE MAP INFORMATION FROM "MAP OF A C'`Q' TOPOGRAPHIC SURVEY MADE FOR THOMAS prepared for: P re P DENOOYER," IN THE TOWN OF QUEENSBURY, WARREN , James D@NOOy@C COUNTY, NEW YORK. DATED JANUARY 13, 2022. PREPARED BY.-t4 +� 3308 State Route 9L Du w` �s Town of Queensbury, County of Warren, State of New York an s en S t @ V E'. S 94F SS10��` Drawn: JRS Checked: GTH Scale: NOTED Date: 1/19/2022 Lax -id Surveyors 169 Haviland Road ALTE��ON Queensbury, NY 12804 291925-01 189 RKvMmd Road Qneembmy, New York 12894 A LICENSED PROFESSIONAL ENGINEER IS A (518) 792-8474 New York Ito. No. 50135 VIOLATION OF NYS EDUCATION LAW. (518) 745-0307 Phone Hutchins Engineering PLLC (518) 745-0308 Fax 0 Dig Iftafely, New/,York RESOLUTION APPROVING JAMES DENOOYER'S APPLICATION FOR NOW, THEREFORE, BE IT SANITARY SEWAGE DISPOSAL VARIANCES RESOLUTION NO.: BOH 28, 2022 RESOLVED, that INTRODUCED BY: Mr. Anthony Metivier WHO MOVED ITS ADOPTION 1. due to the nature of the variances, the Local Board of Health determines that the SECONDED BY: Mr. George Rerone 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 WHEREAS, James DeNooyer (Applicant) filed an application for variances from provisions objectives of any Town plan or policy; and of the Town of Queensbury On -Site Sewage Disposal Ordinance, Chapter 136, 1136-11 which 2. the Local Board of Health finds that the granting of the variances is necessary for the requires applicants to obtain a variance for holding tanks as the Applicant wishes to install a holding reasonable use of the land and are the minimum variances which would alleviate the tank system consisting of two (2) holding tanks, each with a capacity of 2,000 gallons, for a total specific unnecessary hardship found by the Local Board of Health to affect the capacity of 4,000 gallons, and Applicant; and WHEREAS, the Applicant has also applied for additional variances from Chapter 136 to BE IT FURTHER, allow placement ofhe: RESOLVED, that the Local Board of Health hereby approves the application of James l . Grinder pump station to be 34', from the Lake George shoreline in lieu of the DeNooyer for variances from the Sewage Disposal Ordinance to allow installation of a holding tank required 50' setback; and system consisting of two (2) holding tanks, each with a capacity of. 2,000 gallons, for a .total 2. Force main to be 34' from the Lake George shoreline instead of the required 50' capacity of 4,000 gallons with placement of the: setback; 1. Grinder pump station to. be 34' from the Lake George shoreline in lieu of the on property located at 3308 State Route 9L, Dark Bay in the Town of Queensbury, and required 50' setback; and 2. Force main to be 34' from the Lake George shoreline instead of the required 50, WHEREAS, the Town Clerk's Office published the Notice of Public Hearing in the Town's setback; official newspaper and the Local Board of Health duly conducted a public hearing concerning the variance requests on Monday, April 4s', 2022, and on property located at 3308 State Route 9L, Dark Bay in the Town of Queensbury and bearing Tax Map No: 239.18-1-26, and WHEREAS, the Town Clerk's Office has advised that it duly notified all property owners within 500 feet of the subject property, I w. ►Agee -- 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 review by the Adirondack Park Agency during such period. Duly adopted this 0 day of April, 2022, by the following vote: AYES: Mr. Ferone, Mr. McNulty, Mr. Strough, Mr. Metivier NOES: None ABSENT:Mr. Freer sm LOCA-ffON J LOCATION MAP OWNER & APPLICANT DAMES DENOOYER 127 WOLF ROAD ALBANY, NY 1220S Town Board / Local Board of Health Submission for Septic Variance March 9, 2022 Approval Resolution April 4, 2022 Issued for Permit April 13, 2022 Revision 1 • April 19, 2022 IRni FRILE C®PY r TO'Vlel P5 {i5 Cy! Qisr ; r s ()Ur carnrri: , are �n f`i.:1 ors,i anc MEW 10 O 291925-01 Dade • James Denooyer 3308 State Route A Town of Queensbury County of warren State of New York Hutchins Engineering PLLC 169 Haviland Road Queensbury, NY 12804 (518) 745-0307 Phone (518) 745-0308 Fax WASTEWATER SYSTEM DESIGN / 21± CIRF( I04 2 00 Lands of iZ James DeNooyer / 239 18-1-25 EKE GE( 22 glon9 Shur — — — — — - Hf71MN(; T4NK P/ AN SCALE: 1"--20' GRAPHIC SCALE 10 0 5 10 20 40 ( IN FEET ) CONTRACTOR TO nELD VERIFY LOCATIONS AND DISTANCES FINISHED LAWN AREA POLYETHYLENE EXTENSION TO GRADE FINISHED LAWN AREA POLYETHYLENE EXTENSION TO GRADE TWITH TAMPER RESISTANT ACCESS WITH TAMPER RESISTANT ACCESS COVER. MUST BE WA11_RTIGHT. COVER. MUST BE WATERTIGHT 4" PVC HOUSE SEWER MIN. SLOPE 1/4" PER FOOT L 12" MIN. COVER 717 MAXIMUM LIQUID LEVEL MAINTAIN 2" MINIMUM DROP 16' IN INVERTS BETWEEN INLET & OUTLET PIPES 2,000 GALLON PRECAST CONCRETE HOLDING TANK 12' CLEAN SAND, GRAVEL OR 3/4-1-112" STONE Dig Safely. New York ■ call Before You Dig ■ Wait The Required Time ■ Confirm utility Response ■ Respect The Marks ■ Dig WHh Care 800-962-7962 www.digsafe"wyork.com 12" MIN. COVER CONNECTOR PIPE INSTALLED LEVEL 4" PVC MAXIMUM LIQUID LEVEL INSTALL FLOAT SWITCHES TO OPERATE ALARM PANEL AT INDICATED LEVELS INSTALL FLOAT SWITCHES WHERE ACCESSIBLE THRU RISER TO GRADE. DARK BAY 000� Lands of Dark Bay Properties, LLC 239.18-1-27.1 WASTEWATER SYSTEM SETBACK REQUIREMENTS PROPERTY LINE (SSE STREAM, LAKE WATERCOOSE WEILAND MELL HOLDING TANKS, GRINDER PUMP 10' 10' 50' 50' STATION, FORCEMAIN EXTERIOR WEATHERPROOF JUNCTION BOX (IF NECESSARY). SEAL CONDUIT GAS TIGHT. INSTALL CONTROL PANEL IN HOUSE �-- TANK NOTES ALL UNITS SHALL COMPLY MTH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED BY UTOPIA ENTERPRISES OR EQUIVALENT. ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE. WHERE EXISTING SOIL 85% CAPACITY 95X CAPACITY CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE TANK HIGH LEVEL WARNING3,400 GAO 00 GAL)UT PLACED AS NECESSARY TO ACHIEVE A STABLE BASE. YELLOW LIGHT ON ALARM ON SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. 2,000 GALLON PRECAST CONCRETE HOLDING TANK ALL JOINTS MUST BE SEALED WITH BUM SEALANT. 12" CLEAN SAND, GRAVEL OR 314-1-112' STONE HOLDING TANKS IN SERIES DETAIL SCALE: NIS ti .1 _ JOINTS BELOW THE LIQUID LEVEL MUST BE TESTED w r BEFORE BACKFILLING hIUSE CAUTION TO ASSURE RISER EXTENSIONS ARE 1M WATERTIGHT. EI. LY PR ON W E TIONEQc R ORTR F S ON OR C F NOT 4-BEDROOM DESIGN WATER SAVING FIXTURES - REPLACE EXIST. FIXTURES AS NEEDED (1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS) DESIGN FLOW - 110 GPD/BEDROOM SYSTEM DESIGN FLOW - 440 GPD HOLDING TANK DESIGN TOWN OF QUEENSBURY HOLDING TANK VOLUME REQUIRED: 4000 GAL - §136-11 8.(2) INSTALL (2) 2,000 GAL PRECAST CONCRETE TANKS IN SERIES 4,000 GAL TOTAL TO BE PROVIDED POTABLE WATER SUPPLY IS LAKE GEORGE LAKE WATER - MAINTAIN 50' MINIMUM SETBACK TO HOLDING TANKS - RELAY TO BE INSTALLED ON WATER PUMP CIRCUIT TO SHUT DOWN WATER SUPPLY TO HOUSE WHEN ACTIVATED BY WARNING/SHUT DOWN ALARM ON PANEL HOLDING TANK ALARM NOTES ALARM PANEL CONTROLS SHALL BE SJE RHOMBUS TANK ALERT DUO ALARM SYSTEM OR EQUIVALENT, AND PROVIDE THE FOLLOWING MONITORING AND CONTROL FUNCTIONS: WHEN LEVEL OF TANK REACHES 85% CAPACITY, ALARM WILL INDICATE "TANK HIGH LEVEL" W17H A YELLOW LIGHT ON ALARM PANEL. WHEN LEVEL OF TANK REACHES 95% CAPACITY, AUDIBLE ALARM WILL SOUND AND RED LIGHT WILL FLASH, INDICATING "TANK SHUTOFF LEVEL" ELECTRICAL INTERLOCK SHALL BE INSTALLED TO DISABLE WATER SUPPLY UPON REACHING "TANK SHUTOFF LEVEL". SYSTEM WILL RESET AFTER HOLDING TANKS ARE PUMPED DOWN TO BELOW THE ACTUATION LEVEL OF "TANK HIGH LEVEL" ALARM. AN ELECTRICAL INSPECTION BY A CERTIFIED ELECTRICAL INSPECTION AGENCY IS REQUIRED AFTER INSTALLATION. ELECTRICAL INSPECTION SEAL IS TO BE AFFIXED TO ALARM CONTROL PANEL. VARIANCE SUMMARY THE FOLLOWING RELIEF IS REQUESTED FROM THE TOWN OF QUEENSBURY CHAPTER 136 SEWERS AND SEWAGE DISPOSAL: 1. HOLDING TANK INSTALLATION - §136-11 A. - INSTALL TWO ZOOO GALLON SEPTIC TANKS AS HOLDING TANKS Z SETBACKS - GRINDER PUMP STATION TO SHORELINE 50-FT REQUIRED, 34-FT PROPOSED, 16-FT OF RELIEF REQUESTED - FORCEMAIN TO SHORELINE 50-FT REQUIRED, 34-FT PROPOSED, 16-FT OF RELIEF REQUESTED REQUIRED: POLYETHYLENE EXTENSION TO GRADE WITH TAMPER RESISTANT ACCESS COVER (NON -TRAFFIC AREAS) GRADE 1/4" PER FOOT MIN. SLOPE 4" HOUSE SEWER SITE LOCATION —/ LOGUTON MAP i NEIGHBORHOOD MAP EXTERIOR WEATHERPROOF JUNCTION BOX (IF NECESSARY). SEAL CONDUIT GAS TIGHT. INSTALL CONTROL PANEL IN HOUSE. ALL ELECTRICAL WORK TO BE INSPECTED BY A CERTIFIED ELECTRICAL INSPECTION AGENCY PRIOR TO START-UP OF PUMP STATION. 1-1/2" HDPE SDR-11 FORCEMAIN `-1-1/2" SCH-40 PVC PIPING BALL CHECK VALVE INSIDE WET WELL THROUGH WALL REDUCING TEE POINTED DOWNWARD WITH 1" BALL VALVE THROTTLED TO ALLOW TRICKLE DRAIN BACK INTO WETWELL BALL VALVE UNION - LOCATE SUCH THAT UNION CAN BE DISCONNECTED AND PUMP REMOVED WITHOUT TANK ENTRY 100 GALLON POLYETHYLENE SIMPLEX GRINDER PUMP PUMP STATION GRINDER PUMP STATION DETAIL SCALE: NTS PUMP STATION NOTES SEAL ALL TANK OPENINGS WATERTIGHT. PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CONTROL PANEL WITH VISUAL AND AUDIBLE ALARM. INSTALL SIMPLEX, DEMAND DOSE CONTROL PANEL INSIDE HOUSE IN ACCESSIBLE LOCATION. INSTALL POWER & CONTROL WIRING TO CONTROLLER WITH ALARM IN HOUSE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND NATIONAL ELECTRIC CODE (N.E.C.) REQUIREMENTS. PUMP CONTROL AND FLOAT LEVELS TO BE INSTALLED TO PROVIDE A 20 GALLON DOSE GRINDER PUMP TO BE LIBERTY PROVORE PRG-100 SERIES, 220V OR APPROVED EQUIVALENT. VERIFY EXISTING ELECTRICAL SERVICE PRIOR TO PURCHASING PUMP. ALL ELECTRICAL WORK TO BE INSPECTED BY A CERTIFIED ELECTRICAL INSPECTION AGENCY PRIOR TO START-UP OF PUMP STATION. ELECTRICAL INSPECTION SEAL IS TO BE AFFIXED TO ALARM CONTROL PANEL. 14 �. in V W- SITE LOCATION SYSTEM MATERIAL SPECIFICATIONS TAX MAP # 239.18-1-26 BACKFILL MATI=R14 BACKFILL TO BE GRANULAR SAND BACKFILL MATERIAL WITH NO PARTICLES GREATER THAN 1" 239.18-1-26 SEP-0083-2022 FORCEMAIN DeNooyer, James PIPING TO BE 1-112" SDR-11 HOPE, PROVIDE 3' MIN. COVER 3308 State Rte 9L HOUSE SEWER PIPE PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 114" Septic Variance/Alteration PER FOOT MINIMUM SLOPE. HOLDING TANK CONNECTOR PIPE 0 ISSUED FOR VARIANCE REQUEST 3/4/2022 N o . Revisions Date PIPING TO BE 4" SDR-35 OR SCH- 40 PVC. INSTALL LEVEL HOLDING TANK PLAN & DETAILS MAP REFERENCE: BASE MAP INFORMATION FROM "MAP OF A TOPOGRAPHIC SURVEY MADE FOR THOMAS prepared for: DENOOYER," IN THE TOWN OF QUEENSBURY, WARREN James DeNooyer COUNTY, NEW YORK. DATED JANUARY 13, 2022. PREPARED BY. 3308 State Route 9L �-{ 8,1- D us e v & n Steve s Land Surveyors) ALTERATION OF THIS DOCUMENT EXCEPT BY 169 Haviland Road Queensbury, New York 12804 A LICENSED PROFESSIONAL. ENGINEER IS A (518) 792-8474 New York Lic. No. 50155 VIOLATION OF NYS EDUCATION LAW. Town of Queensbury, County of Warren, State of New York Drawn: JRS Checked: GTH I Scale: NOTED Date: 111912022 169 Haviland Road Queensbury, NY 12804 (518) 745-0307 Phone Hutchins Engineering PLLC (518) 745-0308 Fax 291925-�� SEPTIC DISPOSAL PERMIT Office Use Only ARPLICATION Permit#: Tmvn otQumn bury r; !•` J- Rer. it Fee:$ l ! {{��I. E C IE 0 W rr E o ice 742 Bay Road,Queensbury,NY 128Q4� D P:518-761-8256 www.aueensburv.net, APR y I^ ��� c Variance? tl "Y oo Zone? Y r TOWN OF QUEENSBU I)Wet ands? Y viewed ! BUILDING& CODES Project Location: 3308.St L;Darlc'Bay Tax Map#: 239.18=1-26 RESIDENCE INFORMATION: `` •;t Year Built Gallons #of bedrooms: X gallons per =total daily flow per day ? ;. bedroom Garbage Grinder Yes No 1980 or older 150 ? . Installed? (choose one) ❑ 1Q 1981-1991 130 ! ;i Spa or Hot Tub Yes No 1992-Present 110 3 ' 110 330 Installed? (choose one) ❑ 0 PARCEL INFORMATION: ' Topography ; . :Q Flat Rolling Steep Slope %Slope Soil Nature ❑Sand ❑ Loam ❑ Clay ❑ Other, explain: holding tanks-no soils evaluation Groundwater , 1 ;.At What depth? N/A Bedrock/Impervious material °At what depth? N/A Domestic Water Supply. ,: [a,Municipal ❑Well ®Lake ,.(if Well or lake, water supply from any septic system absorption is I . NIA , ft.) Percolation Test Rate: N/A per minute per inch (test to be completed by a "licensed engineer/architect) PROPOSED SYSTEM INF,ORMATION.: Tank size gallons'(mih,.•size.,1,000 gallons, add 250 gallons for each garbage cylinder or spa/hot:tub I .. System Absorption field w%92 stone Total length ft.; Each Trench ft. Seepage Pit w/#3 stone I. How many: ; Size: Alternative System ,;, Bed or other type: Holding Tank System Total required capacity? 4,000 ;tank size 2,000 #of tanks 2 F Septic Application Revised April 2021 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): James DeNooyer i Ia { Mailing Address, C/S/Z: 127 Wolf Roa&Albany. NY 12205 Cell Phone: 518-369=037a "`ii i` ..Land Line: Email tdss4542aol.com-T66 DeNooye+ • Primary Owner(s)t j , Name(s): same as applicant! Mailing Address, C/SfZ: i !I Cell Phone: Land Line: Email: ! ❑ Check if all work wilt:be performed by property owner only Contractor: Contact Name(s): Chris Lanfear Contractor Trade: Mailing Address, C/S/Z: A Cell Phone: 518-470-0809 ;Land Line: Email: 1 ! ' *`Workers' Comp idocurr entation must be submitted with this application" • Eneineer(s): Name(s): Hutchins Engineerin PLLG., Lucas Dobie, P.E. Mailing Address, C/S/Z: 16G�Haviland Rodd ueensburv, NY 12804 Cell Phone: { p ;Land Line: 518-745-0307 Email: Iwdobie@hutchinsengine'Hng:conl Contact Person for Compliance in regards to this project: Lucas Dobie. P.E. Cell Phone: i i . Land Line: 518-745-0307 Email: IwdobieCcDhutchihsenaineerind.com' {VOTES: 1.Alarm system ar d asspciated electrical work mast be inspected by a Town approved electrical inspection agency; 2. We will no:long'&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;pribf 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: Afte'r I yearifrom the initial application date, 100%of the fee is retained. Declaration:Any permit or app roval.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.andiagreeto abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance.':,, PRINT NAME:James DeNooye� SIGNATURE. i DATE:., Septic Application Revised April 2021 TOWN OF QUEENSBURY 742 Bay Road, Queensbuny, IVY. 12804-5902 Septic System Checklist Plan to scale A �Received Deep hole pert test results from engineer/Architect if applicable(Town Approved Engineers and rchitects;June 30 to April 15 Town Engineer for unapproved Engineers and Architects) 7'- All wells on property and adjacent properties shown �q1-bicilo —Waterline shown Municipal or well 10'separation to any part of system rJetback to property lines show 10'or more for any part of system Septic tank and pump stations 10'from foundation 50'from any well/la e/wetland 10' from any waterline VO Ic.vt� 0 PP��6 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) Septic tank sized for number of bedrooms and add 250 gals for Jacuzzi tubs/garbage grinder each t4v fooje, eech Field 20' from foundation 100'from any well 10'from water line 0 P- tJ,ASeepage pit 150'from well 50'from septic tank !v k Seepage Pits 3-times diameter apart 34 7 Septic tank and pump stations over 30 gallons 50'from watercourse or wetland NLdistance from bottom of trench or system 24"to bedrock or mottling 36"within 1000' of Lake George 'f/A Leech field 100' from watercourse or wetland 4Toe 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 i" Department of Health Approval for all mobile home park new systems Flood Plain requirements 2' above established flood elevation to bottom of system All tanks anchored or 2' above flood elevation ILA Revised 4/15/2021 RX Date/Time 07113/2022 12:23 15182731202 P.002 �Jul. 13. 2022B.11:54A MDIA No. 9652 - 2/3 MIDDLE DEPARTMENT INSPECT ION ,AGENCY, INC. y that the electrical wiring to the electrical equipment listed below has been examined and is approved as being in accord with the National Electrical Code, applicable governmental, utility and Agency rules in effect on the date noted below and is issued subject to the following conditions. Owner: James Denoyer Date. 07/07/2-022 Occupant. Septic Pump Locatior1 308 Route 9L Occupancy Ingle Family Dwg. Queensbury,Warren Co. NY Applicant: Derricks Home Services LLC 64 Sagamore St Glens Falls, NY 12801•;.:~; :' , L J Joseph A.Hoimes No. 144017170•WEL,-,. - -- -• Equipment: 1 -Sewage Pump&Controls " L!g C ram-- ¢�'`�•�,,=�.�.,w;,�,;,_` �r E-1 JU 2o22' T �0-Q UECtg4SBUnY EI1ZQ1�fG& c®aES This certificate applies to the electrical wiring to the electrical equipment listed immediately null and void. This certificate applies only to the use,occupancy and above and the installation Inspected as of tie above noted date based on a visual ownership as in heroin. upon a change in the use,occupancy or ownership inspection. No wenenty is expressed or implied as to the mechanical safety,effi• of the property indicated above,this certificate shall be Immediately null and void. ciency or fitness of the equipment for any particular purpose. This certificate shall in the event that this certificate becomes Invalid based upon the above conditions, De valid for a period of one year from the above noted date. Should the electrical this certificate may be revalidated upon reinspection by Middle Department system to which this certificate applies be altered in any way,including but not limit- Inspection Agency,Inc, An application for inspection must be submitted to Middle ed to,the introduction of additional electrical equipment andlor the replacement of Department Inspection Agency,Inc.to initiate the inspection and revalidatian eny of the components installed as of the above noted date,this certificate shall be proeess. A fee will be charged for this sevice. n 30. 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