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1.2 1.2 WASTEWATER-SEWER\Set PI I\Arnold Lodge—Replacement Holding Tank—Bigger Tank—In APA—9-11-2023 RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL VARIANCE APPLICATION OF THE ARNOLD LODGE LLC RESOLUTION NO.: ,2023 INTRODUCED BY: WHO MOVED ITS ADOPTION SECONDED BY: WHEREAS, the Queensbury Town Board serves as the Town's Local Board of Health and is authorized by Town Code Chapter 136 to issue variances from the Town's On-Site Sewage Disposal Ordinance, and WHEREAS, The Arnold Lodge LLC (Applicant) has applied to the Local Board of Health for a variance from Chapter 136, §136-11 which requires applicants to obtain a variance for a holding tank and a variance from§136-1 lA as the Applicant wishes 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 301 Cleverdale Road in the Town of Queensbury, NOW, THEREFORE, BE IT RESOLVED, that the Town of Queensbury Local Board of Health will hold a public hearing on Monday, September 25th, 2023 at 7:00 p.m. at the Queensbury Activities Center, 742 Bay Road, Queensbury, to consider The Arnold Lodge LLC's sewage disposal variance application concerning property located at 301 Cleverdale Road in the Town of Queensbury and bearing Tax Map No.: 226.12-1-5 and at that time all interested persons will be heard, and BE IT FURTHER, RESOLVED, that the Local Board of Health authorizes and directs the Queensbury Town Clerk to publish the Notice of Public Hearing presented at this meeting and send a copy of the Notice to neighbors located within 500 feet of the property as required by law. Duly adopted this I It'day of September, 2023,by the following vote: AYES NOES ABSENT: Road Queensbury, NY 12804 04 Hutchins Engineering PLLC Phone: (518)745-0307 9 9 Fax. (518)745-0308 fret 234sg September 6, 2023 v`� Town of Queensbury Local Board of Health ECEjVED SEP-6 ins 742 Bay Road NUEENSgURY ti Queensbury NY 12804 m 'DER' OFFICE y>° Re: The Arnold Lodge LLC— Joseph V. Arnold, Joseph V. Arnold, Jr., Judith Burkhard, John Arnold - Members b E Z y V:d 301 Cleverdale Road, Tax Map ID: 226.12-1-5 Septic Variances for new Holding Tanks Installation Dear Supervisor Strough & Board Members: This office represents The Arnold Lodge LLC with respect to holding tanks installation at their 301 Cleverdale Road parcel. The existing on-site wastewater treatment system consists of a septic tank with a failed absorption, as noted by the Lake George Park Commission during their May 25, 2023 inspection. The outlet to the septic tank has been capped and the tank is being used as a temporary holding tank. Given the parcel's size, geometry 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 Regar Lucas W. Dobie, P.E. Associate/Partner—Design Engineer Enclosures C.c—Judi Burkhard —Member of The Arnold Lodge LLC SEPTIC VARIANCE OKceUseOnly Permit#: APPLICATION Permit Fee:$ Town of awn ry Invoice#: 742 Bay Road,Queensbury,NY 12804 Approvals: P:518-761-8256 www.pueensbury.net tJ, s 2 3 4 S B) ?4' Submittal: 1 (one) original &8 copies of the completed application agOECEIV ED PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMA 6 SEP-g 2023 QUEENSEpRy sZ Section 1: e`CLEfg OFFICE L The Arnold Lodge LLC y Contact Information: Joseph V.Arnold, Joseph V. Arnold, Jr., E L V W Property Owner(s): Judith Burkhard, &John Arnold-Members owner s Agent; Hutchins Engineering PLLC Address: 15 The Concourse Address: 169 Haviland Rd Albany, NY 12203 Queensbury, NY 12804 Phone#: Phone#: (518)745-3070 Email: Judith.burkhard@bbrown.com Email: Iwdobie@hutchinsengineering.com Section 2: Site Information: Site Address: 301 Cloverdale Rd, Queensbury, NY 12804 Tax lD#: 226.12-1-5 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 ❑� 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? Wes No If NO, please explain: Section 6: Is the proposed system to be installed under a parking area? El 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 Tank Installation &4000 gal volume instead of 3500 gal septic Variance Application Revised December 2021 4 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 Douglas & Susan Livingston Address 303 Cleverdale Rd, Queensbury, NY 12804 Tax Map ID 226.12-1-7 South Name Tia & Harley Griffiths Address 299 Cleverdale Rd, Queensbury, NY 12804 Tax Map ID 226.12-1-3 East Name Albert Freihofer Address 300 Cleverdale Rd, Queensbury, NY 12804 Tax Map ID 226.12-1-85 West Name Mitchell Matthews Address 64 Mason Rd, Queensbury, NY 12804 Tax Map ID 226.12-1-6 Section 9: OWNER STATEMENT I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at: 301 Cleverdale . 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: Judith Burkhard - Member, The Arnold Lodge LLC Owner—Signature: Juditiv8u.ri h.aa"c' Date: 9/5/2023 Section 10: NEIGHBOR ORTENANT 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: Septic variance Application Date: Revised December 2021 Section 11: AUTHORIZATION AND SIGNATURE PAGE This page includes the Authorization to Act as Agent form, engineering fee disclosure, authorization for site visits,other permit responsibilities and agreement to provide documentation required. Complete the following if the OWNER is using an Agent: The Arnold Lodge LLC-Joseph Arnold, Joseph Arnold Jr,John Arnold &Judith Burkhard, Members Owner's Name: Designates: Hutchins Engineering PLLC as agent regarding the Septic Variance for Site Address: 301 Cleverdale Rd, Queensbury, NY 12804 Tax Map#: 226.12-1-5 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: The Arnold Lodge LLC - Judith Burkhard, Member OWNER—SIGNATURE: jadith/Bu.vkhavd/ DATE:_9/5/2023 AGENT—PRINT NAME: Lucas W. Dobie, P.E. AGENT—SIGNATURE DATE: 7/05 Revised December 2021 Septic Variance Application HOLDING TANK SIZING 3-BEDROOM RESIDENCE WATER SAVING FIXTURES - INSTALL NEW FIXTURES AS NEEDED (1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS) NEIGHBORING DESIGN FLOW - 110 GPD/BEDROOM 226.12-1-7 RESIDENCE SYSTEM DESIGN FLOW - 330 GPD LANDS NSF OF NYSDOH MINIMUM SIZING - 5-DAYS DESIGN FLOW - 1650 GALS ED DOUGLAS LIVINGSTON REPUT LAKE WATER SUPPLY NOTE: NO WELLS ARE VISIBLE ---- ---___ WITHIN SW OF -- --- -- — --- - -- --. PROP. HOLDING TANKS laaaaasse■■Manual ■■M=■■=■.■■01110MMU■■■gym■■ I N==L,=R, M�=R.N:OUTG.S■gym■■ TRAP TED 226.12-1-6 RECAST CONCRETE HOLDING LANDS N/F OF ANK CONNECTED IN SERIES LAKE WATER ■ J SUPPLY ■ MITCHELL MATTHEWS r — — —io' P �. sereacK(w�wl — — — — — _ _ _ _ _ _ _ — — _ _ — — t. p i Z ko 3 3 3� to �o '� • m O ��= DECK '� ---_ 3 BEDRO y a O Z GA M y ^ ,A RE5jrDENCj � L------ --- —�-_ g/I ■ GRASSED DRIVE — � � H-ao HOUSE SEWER GASSED � ■ — — — 14" PER FT. MIN. SLOPE D ■ ■ ■ ..,.�...._... _........... _......._ .. RIVE EXISTING P.L. FROM WARREN COUNTYGIS ' ■ '■'� t'---a" ■ EXIST. SEPTIC TANK & ABSORPTION AREA TO BE REMOVED 1/4" PER FT. 4" PVC SCH-40 MIN. SLOPE _ HOUSE SEWER , TOP TO BASE SEAM TO BE BUM SEALED AND 12" WIDE EXTERIOR BUTYL WRAP TO BE PLACED AROUND THE PERIMETER OF SEAM PRIOR TO BACKFILL EXTERIOR OF TANKS TO BE COATED WITH ASPHALT EMERSION COATING 4" PVC INLET TEE -BAFFLE & TAILPIECE (TYR) 226.12-1-3 LANDS N/F OF vacaNr Lor HARLEY & TIA GRIFFITHS Wastewater Replacement Plan Scale: 1 " = 10' Graphic Scale 10 0 5 10 20 40 (In Feet) APPROXIMATE CAST IRON MANHOLE COVER FINISHED GRADE W/WATERTIGHT INSERT, QTY. 2 PRECAST CONCRETE RISER APPROXIMATE CAST IRON MANHOLE COVER FINISHED GRADE W/WATERTIGHT INSERT, QTY. 2 PRECAST CONCRETE RISER 12" MIN. COVER OUTLET OUTLET a 4" PVC CONNECTOR PIPE 16" INSTALLED LEVEL 2000 GAL HEAVY DUTY - 1-PIECE TANK W/COVER TRAFFIC RATED PRECAST CONCRETE HOLDING TANK 12" COURSE OF 3/4-1-1/2" STONE Imo— 12" MIN. COVER I °. ,a MAXIMUM LIQUID LEVEL WASTEWATER SYSTEM SETBACK REQUIREMENTS STREAM, LAKE, PROPERTY LINE HOUSE WATERCOURSE, WELL. WETLAND SEPTIC TANK 10' 10' 50' 50' ABSORPTION FIELD 10' 20' 100' 100' (TOE OF FILL) 12" COURSE OF 3/4-1-1/2" STONE HOLDING TANKS DETAIL NTS P a v TOWN OF QUEENSBURY REQUIRED HOLDING TANKS CAPACITY - 3500 GALS - INSTALL (2) 2000 GAL TRAFFIC RATED PRECAST CONCRETE HOLDING TANKS IN -SERIES TO PROVIDE ADDITIONAL TIME BETWEEN PUMP OUTS 400 GALLONS OF STORAGE TO BE PROVIDED -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 BACKFILL MATERIAL BACKFILL MATERIAL TO BE GRANULAR BACKFILL MATERIAL WITH NO PARTICLES GREATER THAN 2" HOLDING TANK CONNECTOR PIPE PIPING TO BE 4" SCH-40 PVC. INSTALL LEVEL BETWEEN OUTLET PORTS OF TANKS. BUILDING SEWER PIPE 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 ALARM PANEL CONTROLS SHALL BE SJE RHOMBUS TANK ALERT DUO, MODEL TAEZ-01HDUO, ALARM SYSTEM OR EQUIVALENT, AND PROVIDE THE FOLLOWING MONITORING AND CONTROL FUNCTIONS. - WHEN LEVEL OF TANK REACHES 85% CAPACITY, YELLOW WARNING LIGHT INDICATING "TANK HIGH LEVEL" WILL BE ACTIVATED AND AUDIBLE ALARM WILL SOUND. WHEN LEVEL OF TANK REACHES 95Z 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. MAXIMUM LIQUID LEVEL INSTALL FLOAT SWITCHES TO OPERATE ALARM PANEL 95% CAPACITY AT INDICATED LEVELS. (3800 GAL) INSTALL FLOAT SWITCHES WHERE WARNING/SHUT DOWN ACCESSIBLE THRU RISER 8( 3 CAPACITY ALARM ON 400 GAL) 2000 GAL HEAVY DUTY - 1-PIECE TANK W/COVER HIGH LEVEL TRAFFIC RATED PRECAST CONCRETE HOLDING TANK 4. .11 ALARM ON s 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 STONE BASE. HOLDING TANKS TO BE OF EXTRA HEAVY CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. 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. MAP REFERENCE: BASE MAP INFORMATION FROM WARREN COUNTY GIS, AERIAL PHOTOGRAPHY, AND FIELD MEASUREMENTS. ALL LOCATIONS ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY AL SETBACKS PRIOR TO BEGINNING INSTALLATION. xbT iWAY.]A Rd 3117 G5 At�wti:+d )R�HarrisBay 59 PI.— Rd F-, > - Dig ® Safely. New YYork ® Call Before You Dig • Wait The Required Time • Confirm Utility Response • Respect The Marks • Dig With Care 800-962-7962 www.dlgsafelynowyork.com ,PJ Rd d.�e t 2 cm -Lk. Rd Sandy Say °«�: �� 8ck�mdak Rd Rd a% tk..nmi.k Rd 297 `le'�Mdy1e ive!gnoornooa reap 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 PRELIMINARY, FOR REVIEW ONLY, NOT FOR CONSTRUCTION TAX MAP # 226.12-1-5