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1.2 1.2 WASTEWATER-SEWER\APPROVE\Austin Haraden—Replacement Holding Tank-Bigger—In APA-10-16-2023 RESOLUTION APPROVING JEANNE AUSTIN AND KARA HARADEN'S APPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCES RESOLUTION NO.: 12023 INTRODUCED BY: WHO MOVED ITS ADOPTION SECONDED BY: WHEREAS, Jeanne Austin and Kara Haraden (Applicant) filed an application for variances from provisions of the Town of Queensbury On-Site Sewage Disposal Ordinance, Chapter 136, §136- 11 which requires applicants to obtain a variance for a holding tank and a variance from §136-11A as the Applicants wish to install two (2) 2,000 gallon capacity concrete septic holding tanks as a replacement septic system, for a total capacity of 4,000 gallons, in lieu of the required 3,500 gallon capacity on property located at 103 Assembly Point 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, October 16t', 2023, 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 Jeanne Austin and Kara Haraden for variances from the Sewage Disposal Ordinance to allow installation of two (2) 2,000 gallon capacity concrete septic holding tanks as a replacement septic system, for a total capacity of 4,000 gallons, in lieu of the required 3,500 gallon capacity on property located at 103 Assembly Point Road in the Town of Queensbury and bearing Tax Map No: 239.12-2-33, and BE IT FURTHER, RESOLVED, that the Town Board authorizes and directs the Town Clerk to forward by certified mail a certified copy of this Resolution to the Adirondack Park Agency for its review, and BE IT FURTHER, RESOLVED, that this approval Resolution shall not be effective until 30 days after such notice to the Adirondack Park Agency and shall be subject to review by the Adirondack Park Agency during such period. Duly adopted this 16t'day of October, 2023,by the following vote: AYES NOES ABSENT: S_ 169 Haviland Road Queensbury, NY 12804 Hutchins Engineering PLLC Phone (518) 745-033007 94\O September 20, 2023 CE\VT Town of Queensbury Local Board of Health S Ep Zt �CY : 742 Bay Road pUEENS0. .k0 a Queensbury NY 12804 GOKS Re: Jeanne B. Austin & Kara A. Haraden 103 Assembly Point Road, Tax Map ID: 239.12-2-33 Septic Variances for new Holding Tanks Installation Dear Supervisor Strough & Board Members: This office represents Jeanne Austin & Kara Haraden with respect to a holding tanks installation at their 103 Assembly Point Road parcel. The existing on-site wastewater treatment system (OSWTS) reputedly consists of a septic tank and a small absorption area, located adjacent to the house, on the roadside of the parcel. It is likely that the system will not pass the required the Lake George Park Commission inspection, thus our clients desire to construct a new system. Given the parcel's size, low elevation and native soils, it would be very difficult to install a compliant absorption field upon the parcel, therefore our clients propose to install (2) 2000- gallon holding tanks for the new system. Septic variances are requested for the Holding Tanks installation and for the sizing of the tanks exceeding the Town's requirements (3500 gallons required, 4000 gallons proposed). All required setbacks will be met for the tanks. Enclosed please find 9 sets of submission packages. We respectfully request that this item be placed upon the agenda of the next town board meeting. Please contact me with any questions that you may have. Thank you for your assistance with the project. Best Regards, Lucas W. Dobie, P.E. Associate/Partner—Design Engineer Enclosures C.c— Kara Haraden SEPTIC VARIANCE Office Use Only Permit#: APPLICATION Permit Fee:$ Teem drgiecn. u, Invoice#: 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 www.queensburv.net Approvals. Submittal: 1 (one) original &8 copies of the completed application package PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL Section 1: Contact Information: Property Owner(s): Jeanne B. Austin & Kara A. Haraden Owner's Agent: Hutchins Engineering PLLC Address: 161 Willow Lane Address: 169 Haviland Rd Glenville, NY 12302 Queensbury, NY 12804 Phone#: Phone#: (518)745-3070 Email: Email: LWDobie©hutchinsengineering.com Section 2: Site Information: Site Address: 103 Assembly Point Rd, Queensbury, NY 12804 Tax ID#: 239.12-2-33 Directions to Site: Section 3: 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 El 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.): S 136-11 - Holding Tanks Scour variance Application Revised December?WI Section 8: List the names, parcel addresses, and tax map numbers of all adjoining property owners. You may obtain this information from the Town of Queensbury's Assessor's Office: North Name Charles E. Crew Address 111 Assembly Point Rd, Queensbury, NY 12804 Tax Map ID 239.7-1-1.11 South Name Michael Chrys Address 99 Assembly Point Rd, Queensbury, NY 12804 Tax Map ID 239.12-2-32 East Name Rockhurst LLC Address 3 Polk Dr, Queensbury, NY 12804 Tax Map ID 239.12-2-35.2 West Name 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: . 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. Owner—Print Name: Owner—Signature: Date: 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: Revised December 2021 Septic va=a„ce Aomaavon 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: Jeanne Austin & Kara Haraden Designates: Hutchins Engineering PLLC as agent regarding the Septic Variance for Site Address: 103 Assembly Point Rd, Queensbury, NY 12804 Tax Map if: 239.12-2-33 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: Jeanne Austin & Kara Haraden OWNER—SIGNATURE: 'Lx1-- ; DATE: 3 AGENT—PRINT NAME: Lucas • •bbbiiiee, P.E. AGENT—SIGNATURE: . /� 5� DATE: /ZD/73 Septic Variance Apcllcation Revised December 2021 \ PROP. (2) 2000 GAL PRECAST HEAVY DUTY, TRAFFIC RATED CONCRETE HOLDING TANKS CONNECTED IN SERIES 239.12-2-35.2 LANDS N/F OF \ ROCKHURST LLC s s� \ ♦ O �1 10 \ 0,, \\\ \\ '---EXIST. STORM DRAIN GRATE EL. 322.3 X_ PROP. 4" CONNECTOR PIPE EXIST. W ► W SYSTEM NEIGHBORING BE REMOVED RESIDENCE PROP. 4" HOUSE SEWER CONNECT TO EXISTING HOUSE SEWER Site Plan - Holdina Tank Installation Scale 1 It = 20' Graphic Scale 20 0 10 20 40 80 (In Feet) APPROXIMATE CAST IRON MANHOLE COVER APPROXIMATE CAST IRON MANHOLE COVER FINISHED GRADE W/WATERTIGHT INSERT, QTY. 2 FINISHED GRADE W/WATERTIGHT INSERT, QTYY, 2 PRECAST CONCRETE PRECAST CONCRETE — RISER RISER 12" MIN. COVER ` INLET ;, • OUTLET F_— 49 4" PVC SDR-35 4" PVC MAXIMUM LIQUID LEVEL CONNECTOR PIPE TOP TO BASE SEAM TO BE 18" INSTALLED LEVEL BUTYL SEALED AND 12" WIDE EXTERIOR BUTYL WRAP TO BE PLACED AROUND THE PERIMETER OF SEAM PRIOR TO BACKFILL 2000 GAL HEAVY DUTY — 1—PIECE TANK W/COVER EXTERIOR OF TANKS TO BE� TRAFFIC RATED PRECAST CONCRETE HOLDING TANK COATED WITH ASPHALT EMERSION COATING 4" PVC INLET TEE —BAFFLE & r TAILPIECE (TYP.) 12" 3/4-1-1/2" CRUSHED STONE LEVELING PAD 12" MIN. COVER ` OUTLET .: INLET MAXIMUM LIQUID LEVEL INSTALL FLOAT SWITCHES TO OPERATE ALARM PANEL AT INDICATED LEVELS. INSTALL FLOAT SWITCHES WHERE ACCESSIBLE THRU RISER 2000 GAL HEAVY DUTY — 1—PIECE TANK W/COVER TRAFFIC RATED PRECAST CONCRETE HOLDING TANK HOLDING TANKS IN -SERIES DETAIL NTS HOLDING TANK SIZING 3—BEDROOM RESIDENCE WATER SAVING FIXTURES — INSTALL NEW FIXTURES AS NEEDED (1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS) DESIGN FLOW — 110 GPD/BEDROOM SYSTEM DESIGN FLOW — 330 GPD NYSDOH MINIMUM SIZING — 5—DAYS DESIGN FLOW — 1650 GALS TOWN OF QUEENSBURY REQUIRED HOLDING TANKS CAPACITY — 3500 GALS — INSTALL (2) 2000 GAL PRECAST CONCRETE HOLDING TANKS NEIGHBORING IN —SERIES TO PROVIDE ADDITIONAL TIME BETWEEN PUMP OUTS RESIDENCE 4000 GALLONS OF STORAGE TO BE PROWDED —POTABLE WATER SUPPLY IS EXISTING LAKE WATER SUPPLY —SOLENOID VALVE OR EQUIVALENT ELECTRICAL INTERLOCK TO BE INSTALLED ON WATER PUMP CIRCUIT TO SHUT DOWN WATER SUPPLY TO HOUSE WHEN ACTIVATED BY WARNING/SHUT DOWN ALARM ON PANEL SYSTEM MATERIAL SPECIFICATIONS - �oCat�On map MATERIAL BACKFILL MATERIAL TO BE GRANULAR BACKFILL MATERIAL WITH NO PARTICLES GREATER THAN 2" Harr HOLDING TANK CONNECTOR PIPE ii As emWy RmrA /td PIPING TO BE 4" SCH-40 PVC. INSTALL LEVEL BETWEEN OUTLET Raj uP� PORTS OF TANKS. e ti NEIGHBORING BUILDING SEWER PIPE'l—ESE DRIVEWAY PIPING TO BE 4" SCH-40 PVC. INSTALL WITH 1/4" PER FOOT MINIMUM SLOPE. , _ TOPSOIL PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. SEED, MULCH, AND ESTABLISH TURF. HOLDING TANK ALARM NOTES 9gAr.3 "u \ ALARM PANEL CONTROLS SHALL BE SJE RHOMBUS TANK ALERT DUO, Lake George MODEL TAEZ-01HDUO, ALARM SYSTEM OR EQUIVALENT, AND PROVIDE THE tiSMSefx�Yibint.fid�- FOLLOWING MONITORING AND CONTROL FUNCTIONS: A=— NN .tRd \ WHEN LEVEL OF TANK REACHES 859 CAPACITY, YELLOW WARNING LIGHT INDICATING "TANK HIGH LEVEL" WILL BE ACTIVATED AND � AUDIBLE ALARM WILL SOUND. Site LOcatio Neighborhood Map WHEN LEVEL OF TANK REACHES 95% CAPACITY, AUDIBLE ALARM WILL SOUND AND RED LIGHT WILL FLASH, INDICATING "TANK SHUTOFF LEVEL". SOLENOID VALVE OR EQUIVALENT ELECTRICAL INTERLOCK SHALL BE INSTALLED TO DISABLE WATER SUPPLY TO BUILDING UPON REACHING "TANK SHUTOFF LEVEL". \ SYSTEM WILL RESET AFTER HOLDING TANK IS 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. EXTERIOR WEATHERPROOF JUNCTION BOX (IF NECESSARY). SEAL CONDUIT GAS TIGHT. INSTALL CONTROL PANEL IN HOUSE NEXT TO ELECTRICAL PANEL. ALL ELECTRICAL WORK TO BE INSPECTED BY A CERTIFIED ELECTRICAL INSPECTION AGENCY. HOLDING TANK NOTES ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED BY PALETTE STONE CORP. ALL STRUCTURES SHALL BE PLACED ON FIRM, CRUSHED 959. CAPACITY STONE BASE. (3800 GAL) 85% CAPACITY WARNING/SHUT DOWN HOLDING TANKS TO BE OF EXTRA HEAVY CONSTRUCTION (3400 GAL) ALARM ON DESIGNED FOR H-20 WHEEL LOADING. HIGH LEVEL ALARM ON ALL JOINTS MUST BE SEALED WITH BUM SEALANT. TANKS SHALL BE OF ONE PIECE CONSTRUCTION SUCH THAT JOINTS ARE NOT LOCATED BELOW THE LIQUID LEVEL. EXTERIOR OF TANKS TO BE COATED WITH ASPHALT EMERSION COATING. BAY OIL COMPANY AQUA SAFE OR EQUIVALENT. TOP TO BASE SEAM TO BE BUTYL SEALED AND 12" WIDE EXTERIOR BUTYL WRAP TO BE PLACED AROUND THE PERIMETER OF SEAM PRIOR TO BACKFILL. WASTEWATER SYSTEM SETBACK REQUIREMENTS STREAM, LAKE, PROPERTY LINE HOUSE WATERCOURSE, WELL WETLAND HOLDING TANKS 10' 10' 50' 50' MAP REFERENCE: BASE MAP INFORMATION FROM WARREN COUNTY CIS, AERIAL PHOTOGRAPHY, AND FIELD MEASUREMENTS. ALL LOCATIONS ARE APPROXIMATE CONTRACTOR TO FIELD VERIFY ALL SETBACKS PRIOR TO BEGINNING INSTALLATION. Dig 11hafely. New/.York ■ Call Before You Dig ■ Walt The Required Time ■ Confirm utility Response ■ Respect The Marks ■ Dig With Care 800-962-7962 wwwAl9sdNynewyork.con, VARIANCE REQUEST SUMMARY THE FOLLOWING RELIEF IS REQUESTED FROM THE TOWN OF QUEENSBURY SEWERS AND SEWAGE DISPOSAL ORDINANCE, CHAPTER 136: SECTION 136-11 - HOLDING TANKS PART A. - "HOLDING TANKS ARE PROHIBITED UNLESS A VARIANCE IS GRANTED FOR A HOLDING TANK BY THE LOCAL BOARD OF HEALTH... " - INSTALL (2) 2000-GAL HOLDING TANKS IN -SERIES SECTION 136-11 B. (2) - HOLDING TANK SIZING 3-BEDROOMS - HOLDING TANK CAPACITY REQUIRED = 3500 GAL - INSTALL (2) 2000-GAL HOLDING TANKS IN -SERIES, 4000 GALS TOTAL TO BE PROVIDED TAX MAP # 239.12-2-33