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1.2 1.2 WASTEWATER-SEWER\Set PH\Swordfish Realty—Dunhams Bay Resort-Holding Tank Additional—In APA—7-11-2022 RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL VARIANCE APPLICATION OF SWORDFISH REALTY LLC RESOLUTION NO.: ,2022 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, Swordfish Realty LLC (Applicant) has applied to the Local Board of Health for variances from Chapter 136, §136-11 which requires applicants to obtain a variance for holding tanks as the Applicant wishes to add an additional 1,500 gallon capacity holding tank to an existing holding tank system to serve two (2) seasonal cabin rental units at the Dunham's Bay Resort located on property situated at 2999 Route 9L 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, July 25rh, 2022 at 7:00 p.m. at the Queensbury Activities Center, 742 Bay Road, Queensbury, to consider Swordfish Realty LLC's sewage disposal variance application concerning property located at 2999 Route 9L in the Town of Queensbury (Tax Map No.: 252.-1-75.1) 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 July, 2022,by the following vote: AYES NOES ABSENT: 169 Haviland Road Queensbury, NY 12804 Hutchins Engineering PLLC Phone(518)745-0308 307 3 June 24, 2022 4 5 6 Town of Q.ueensbury Local Board of Health 742 Bay Road -`- Oueensbury, NY 12804 Re: Dunham's Bay Resort, Swordfish Realty LLCM 2999 Route 9L Tax Map ID: 252A-75.1 Dear Supervisor. Strough & Board Members: This office represents Swordfish Realty LLC with respect to the pursuit of wastewater variance to add, an additional holding tank to an existing holding .tank system to serve two seasonal cabins, at Dunham's Bay Resort located at 2999 Route 9L. The proposed holding tank is a 1,500-gallon polyethylene tank to be installed in series with the existing 500-gallon holding tank. The proposed wastewater system requires a variance from the Town of Queensbury Chapter 136 Sewers and'Sewage Disposal, 136-11 A. to install a holding tank. Enclosed please find ten submission packages for this project. We respectfully request that this item be placed upon the agenda of the next available-town board meeting._Please contact me if you have any questions or if you require additional information. Best Regards, G: Thomas Hutchins Enclosures Cc: Rich Gordon SEPTIC VA.RLANCE Office use Only Permit#: APPLICATION Permit Fee.$ Timm 4�f(4*cnxbw)" Invoice#- - 742 Bay Road,4ueensbury,NY 12804 P:518 7618256 uiWWgiieens6uN.ndt Approvals: 'Submittal: l(one)original&8 copies of the completed application package PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL Section 1:- Contact.Informatibm.. Property Owher(sj.._•$Uti+ordfish:Ftea(ty LAC Owner's Agent: Hutchins Ehdineering PLLC Address:2999 Rc)ute 9L Address: 169,Havil6nd Road ., Lake..George, NY. 12845 Queensbury, NY 12804 Rhone#: .518-932-1145.__ Phone#: 518-745-0307. Email: Email:. tutchins@hutchinsengineenng.com SectiiSn 2: Site Information:. Site Address: 2999 Route 9L Tax[D#: 252.-1-75.4 Directions to Site:. Dunhams Bay.Lodge Property Section 3: 'Distance fr6m well on.property to septic system(if applicable) tya'weu to propseQ holding.tank feet Section 4: Is it possible to install a conforming septic system on this property? . F1 Yes No . if YES,please explain and'attach a diagram: Section 5: Does the proposed system meet setback requirements for distahce.from wells&septic systems on neighboring ' properties? 'MYes ❑No If NO,please explain:- Section 6• is the proposed system to be installed under a parking area? ❑Yes n 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.): .Install additibnal*.holding t6nk.to serve.three seasonal tabiri rerital units Septic Variance.Application Revised December 2011 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 see attached page for information Address Tax Map 1D South Name Address Tax Map iD East Name Address Tax Map 1D West . Name Address Tax Map 1D 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: Swordfish Realtv f Richard Gor1don.a thorized signatureY // / Owner Signature , . h 11 IVA). —�f ci ►1�f 17 'r Date: l� It l Z Z Section 10• RORTENANT RELEASE-STATEMENT(if applicable) I/We do hereby relieve. _ of Queensbury from any liabilities on the plumbing and septic,s i sated at: I/We realize t the well,septic tank or leaching s ss;than the required feet from the may increase the riskk of` � Neighbor/Tenant---Print Name:. Neighbor/Ten ature: Date: septic variance Application Revised December 2021 DUNHAMS BAY SEPTIC VARIANCE APPLICATION.-ADJOINING PROPERTY OWNERS NORTH Lake George SOUTH Swordfish Realty LLC 2999 State Route 9L Lake George,NY 12804 _ 252.1-75.4 EAST Robert Gray P.O.Box 101 Cleverdale,NY 12820 252:1-74 Mirada 7,LLC PO Box 341769 Tampa, FL-33694 252:1-75.3 Peter E.Booth 32 Day School Drive Middlefield,CT 06455 ; 252:1-73 Robin Benak 3321 Westminster Ave.Dallas,TX 75202 252A-72 William Hallock - 3 Werner Way Lebanon,NJ 08833 252.-1-75.7 William Hallock 3 Werner Way Lebanon,NJ 08833 252:1-75.6. WEST John Schriner 410 Garfield Road Troy,NY 12180 239.20-1-24 10 Dunham's Bay Road LLC 4 Primrose Circle Saratoga Springs,NY 12866 252:1-67 Swordfish Realty LLC ' 2999 State Route 9L Lake George,NY 12804 252.1-7S.4 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. Swordfish Realty LLC Hutchins Engineering PLLC Holding Tank Installation Designates* as agent regarding the Septic Variance for Site Address: 2999 Route 9L Tax Map#: 252,A-75.1 Engineering-Fee-bisclos-ure: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. Authodiation1or 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. 1,the undersigned, have thoroughly read and understand the instructions for submission;agree to the submission requirements and completed checklist: 'E P ko 11/1 i,q�W 1qNATURE. AGENT—PRINT NAME AGENT—SIGNATURE: ]ELL Qz:� DATE: G V X Septic Variance Application Revised December 2021 ElCM "MANAGER'S HOUSE" WASTEWATER SYSTEM OVER G.3' i i i i W i U i/ LL u 7 r/ Q t! U 6 N Q n QAPPROX 275' TO LAKE GEORGE EXISTING 500 GALLON POLYETHYLENE HOLDING TANK O b WITH HIGH ALARM SYSTEM IEXISTING ALARM PANEL n / 100' WELL SETBACK FLAG O v POLE / / \ oCB I I HOLDING TANK EXPANSION PLAN SCALE: 1 "--20' GRAPHIC SCALE 10 0 5 10 20 40 (IN FEET ) CONTRACTOR TO FIELD VERIFY LOCATIONS AND DISTANCES Dig ® Safely. New ®York • Call Before You Dig • Wait The Required Time ® Confirm Utility Response ■ Respect The Marks ® Dig Wlth Care 800.962.7962 www.digeafelynewyark.com \..ww V•� \ EXISTING PUMP STATION TO REMAIN PROPOSED 1,500 GALLON POLY HOLDING \ TANK INSTALLED IN SERIES WITH EXISTING POLY HOLDING TANK. FORCEMAIN FROM CABIN TO BE RE-ROUTED AROUND NEW 1,500 GALLON POLY HOLDING TANK TO EXISTING 500 GALLON POLY HOLDING TANK ND WASTEWATER SYSTEM DESIGN TWO CABINS, 4 RENTAL UNITS TOTAL SEASONAL USE ONLY WATER SAVING FIXTURES - REPLACE EXIST. FIXTURES AS NEEDED (1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS) DESIGN FLOW - 110 GPD/UNIT SYSTEM DESIGN FLOW - 330 GPD HOLDING TANK DESIGN INSTALL 1,500 GAL POLY TANK AFTER EXISTING 500 GAL POLY IN SERIES 2,000 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 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 ADDITIONAL HOLDING TANK, NEW 1,500 GALLON AFTER EXISTING 500 GALLON HOLDING TANK EXISTING INLET PIPING FROM TWO CABINS INLET WATERTIGHT SLEEVE AND SEAL (TYP.) EXISTING 500 GALLON POLY HOLDING TANK POLYETHYLENE EXTENSION TO GRADE WITH TAMPER RESISTANT ACCESS COVER 3" LIQUID LEVEL 16" RELOCATE EXISTING ALARM FLOATS TO SECOND HOLDING TANK 1 A„ 4" PVC SDR-35 CONNECTOR PIPE 12"f INSTALLED LEVEL SEALED WATERTIGHT f • _. r, 0 ^v I 7 LOCATION MAP SITE LOCATION POLYETHYLENE EXTENSION TO GRADE WITH TAMPER RESISTANT ACCESS COVER r-1500 GALLON INJECTION MOLDED POLYPROPYLENE SEPTIC TANK I INSTALLED AS HOLDING TANK LIQUID LEVEL INSTALL FLOAT SWITCHES TO OPERATE ALARM PANEL AT INDICATED LEVELS 95% CAPACITY 85% CAPACITY (1900 GAL) 37"f 32"f (1700 GAL) ALARM/SHUT DOWN TANK HIGH LEVEL ALARM ON YELLOW LIGHT ON 6"t PEA GRAVEL-1TANK EXCAVATION, INSTALLATION HOLDING TANKS IN SERIES DETAIL STRICT CONFORMANCECWIPLETED IN NTS HOLDING TANK NOTES ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF HEALTH AND SHALL BE OF INJECTION MOLDED POLYPROPYLENE AS MANUFACTURED BY NORWESCO, OR APPROVED EQUIVALENT. INSTALLATION IS TO BE IN STRICT CONFIRMANCE WITH MANUFACURERS WRITTEN INSTALLATION INSTRUCTIONS. ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE. WHERE EXISTING SOIL CONDITIONS ARE UNSUITABLE, A 12" MIN. COURSE OF CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A STABLE BASE. RUBBER GASKETS SHALL BE INSTALLED IN ALL INLETS AND OUTLETS. TANKS ARE NOT APPROPRIATE TO BE INSTALLED IN TRAFFIC AREAS. TANKS TO BE BACKFILLED WITH CLEAN SAND FILL; NATIVE COBBLY, BOULDERY SOILS ARE NOT ACCEPTABLE AS BACKFILL MATERIAL. ALL SEAMS, PENETRATIONS, & ACCESS COVERS MUST BE MAINTAINED WATERTIGHT BY INSTALLER. FIELD COAT ADDITIONAL PENETRATIONS AS NECESSARY WITH WATERTIGHT SEALANT. SYSTEM MATERIAL SPECIFICATIONS BACKFILL MATERIAL BACKFILL TO BE GRANULAR SAND BACKFILL MATERIAL WITH NO PARTICLES GREATER THAN 1". HOUSE SEWER PIPE PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 114" PER FOOT MINIMUM SLOPE. HOLDING TANK CONNECTOR PIPE PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL LEVEL MAP REFERENCE 1. BOUNDARY INFORMATION FROM "MAP OF A SURVEY MADE FOR SWORDFISH REALTY, LLC," PREPARED BY VAN DUSEN & STEVES LAND SURVEYORS, QUEENSBURY, NY. DATED DECEMBER 14, 2006. LAST REVISED AUGUST 19, 2013. MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS 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" WITH A YELLOW LIGHT ON ALARM PANEL. WHEN LEVEL OF TANK REACHES 951% 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. TAX MAP # 252.-1-75.1 Dig ®Safely. Neer/York - Call Before You Dig Wait The Required Time Confirm Utility Response Respect The Marks Dig With Care 800.962.7962 0 ISSUED FOR SEPTIC VARIANCE 612412022 www.digsafelynewyork.com No. Revisions Date HOLDING TANK EXPANSION PLAN & DETAILS prepared for: Dunham's Bay Resort 2999 State Route 9L Town of Queensbury, County of Warren, State of New York Drawn: JRS Checked: GTH Scale: NOTED Date: 513112022 169 Haviland Road ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. Queensbury, NY 12804 (518) 745-0307 Phone Hutchins Engineering PLLC (518) 745-0308 Fax 291928A-01