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1.2 1.2 WASTEWATER-SEWERIAPPROVEESF9 Master Participation Trust-Replacement With Absorption Field to Wetland—8-7-2023 RESOLUTION APPROVING LSF9 MASTER PARTICIPATION TRUST'S APPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCE RESOLUTION NO.: 12023 INTRODUCED BY: WHO MOVED ITS ADOPTION SECONDED BY: WHEREAS, the LSF9 Master Participation Trust (Applicant) filed an application for a variance from Chapter 136 to install a replacement wastewater treatment system with the absorption field to be located 20' from the wetland in lieu of the required 100' setback on property located at 920 Ridge 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 request on August 7t', 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 variance, the Local Board of Health determines that the variance 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 variance is necessary for the reasonable use of the land and is the minimum variance which would alleviate the specific unnecessary hardship found by the Local Board of Health to affect the Applicant; and BE IT FURTHER, RESOLVED, that the Local Board of Health hereby approves the application of the LSF9 Master Participation Trust for a variance from the Sewage Disposal Ordinance to install a replacement wastewater treatment system with the absorption field to be located 20' from the wetland in lieu of the required 100' setback on property located at 920 Ridge Road in the Town of Queensbury and bearing Tax Map No: 290.-1-84. Duly adopted this 7t'day of August, 2023,by the following vote: AYES NOES ABSENT: 169 Haviland Road Queensbury, NY 12804 Hutchins Engineering PLLC Phone: (518)745-0307 Fax: (518)745-0308 July 18, 2023 Town of Queensbury, Local Board of Health 742 Bay Road Queensbury, NY 12804 Re: LSF9 Master Participation Trust 920 Ridge Road, Queensbury Tax Map ID#: 290.-1-84 Dear Supervisor Strough and Town Board Members: Attached please find a plan and application for septic variance to allow a replacement septic system to be installed for the LSF9 Master Participation Trust, at the above-referenced residence. The existing residence. was constructed in 2002 and is surrounded by wetlands which were flagged by a wetland biologist in 2005. The existing septic system absorption field is in failure and needs to be replaced. • We are seeking relief from the absorption field setback to wetland (20' proposed instead of required 100'), which apparently were identified and flagged after the existing residence and septic system were constructed. We respectfully request to be placed on the board schedule for the next available meeting. Please contact me if you have any questions or if you require additional information. Best Regards, G. Thomas Hutchins, P.E. Cc: Keating Property Management • G.Thomas Hutchins, P.E. thutchins@hutchinsengineering.com {icy* - Office Use only - SEPTIC VARIANCE Permit#:. APPLICATION • Permit Fee $a: Town n!t6 .*. _ • Invoice'#: :. • 742 Bay Road,Queensbury;NY 12804 • ' P:516=7614256 au►vw Oueensbrurv.net, Approvals:, s - Submittal:,.:1 (one) original &8 copies of the completed application, age/ „ FIV�Q co PLEASE;PRINT LEGIBLY OR TYPE; PLEASE INCLUDE,AN:EMA ° • Jilt 8? o Sectional c° C[ZRics SBURY OFc7CR ti Contact.Information:. s e ... ed . •Property:Owner's :: LS.E9-MasterPartic atlon Trust. Owner's Agent .H tchi _ e. n y _.... Address!.3701 .Regent Blvd , Suite 2oo • _ . Address: 1'69.Haviland Road Irving,TX; 75063 Queensbury, NY 12804 Phone#;: 570 451:-6955: - Phone it :518=745 03:07 _ _: _ Email: - Email ttiutchms@hutchinsengineer►ti com section,2:. • . s Site Information: i ' Site Address: :920 Ridge Road , Tax ID#: 290 1-84 Directions to:Site turn ft o lento NY-9L N from Haviland Rd: Residence on right in.02 miles Section:3:. Distance from.well on property to septicsystem(if:appliicable) :1.Q6 +�- • feet. Section 4:. • is.•it possibleto install;a conforming septic system on-this property? L1 Yes © No - If YES,please explainand attach a diagram:;_: Section.St, Does the proposed system:meet•setback•requirements for distance from wells septic systems on neighboring .: i Properties? QYes 0 No If NO, please explain - _ - a Section 6: It:the proposed system to be installed under a parking area?_ ❑Yes. , Q No. Section 7: . Section of the Sanitary Sewage Ordinance from.which you are seeking:the variance(i.e. leaching system will.be Oft. - from well in lieu of required 100 ft.):-Absorption field to wetland: request-20'. instead.of required. 100:. ._ 5eptic Variance Application Revised December 2021 Section 8: List the names; parcel addresses; and tax map numbers ofall.adjoining property owners. You may obtain this. . information"from the Town of Queensbury's Assessor's Office: North Name Joshua Hewitt. .__ . . '�.,..'._. -.. 8 Stonehurst.Road ' Address _ TaxMap ID , 290 1.83.3. .' South' Name John Graham Michael J. Stevens Address Ridge Road Ridge Road ..., Tax Map ID 29085 1- 290:1-86 East Name Michael J. Stevens -- Address Ridge Road Tax Map ID - 290.-:1.-86 West Name. Michael Bardin Address Ridge Road. Tax Map ID 290;'14-1-34 Section.9: OWNER STATEMENT , I/We do hereby relieve the Town of Queensbury from-any liabilities on the plumbing and septic system located at .92O:Ridge Road I/We realize that putting the well,septic tank or leaching.system less than the.required' 1g0 feet from the Wetland may increase the risk of pollution., V,. ::::z::e____ 4L , c.\ Date: 4� 4�/3 Section 10:- NEIGHBOR'OR.TENANT RELEASE STATEMENT(if applicable) , . I/We ao hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at: 1 . I/We realize that putting the well,septic tank or leaching system less than the required _feet i from the may increase the risk of pollution. 1 Neighbor/Tenant—Print Naniei ._ Neighbor/Tenant-Signature: Date: . , Septic Variance Application Revised December 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 agreement to provide documentation required. ' Complete the following if the OWNER is using an Agent: Owner's Name: LSF9 Master Participation Trust Hutchins"Engineering PLLC Designates: as agent regarding the.Septic Variance for . Site Address 920 Ridge Road Tax Map#: 290 -1-84 Engineering Fee Disclosure:Applications may referred to the Town-consulting engineerfor review of septic design,storm drainage;etc.as determined by the Town Board of Health. Fees for:engineering review services will,be charged directlyto 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, buildingand 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: , 1-. t�:�� OWNER—SIGNATURE: DATE: . .I.I .I Z. • AGENT—PRINT NAME: G hro as Hutchins; P.E. AGENT—SIGNATURE: i DATE: Septic Variance Application Revised December 20Z1 10' P.L. SETBACK to 1 8'22'22"W 100_ 0�� _ PIPE -IN -STONE I LLRELD-INSTALLAPR 1 1 I 1 1 0 1°D w LANDS N/F OF GRAHAM '� 1 —VACANT- 1 'to 0 1 1 1 I 1 1 i N86-22'22"A 82.99' LANDS N/F OF— STEVENS -VACANT- WASTEWATER SYSTEM PLAN SCALE. 1 "=20' GRAPHIC SG4LE 10 0 5 10 20 40 ( IN FEET ) CONTRACTOR TO RELD VERIFY LOCATIONS AND DISTANCES. THIS IS NOT A RELD SURVEY. 4" TOPSOIL COVER ABOVE TOP OF STONE BED, SEED & ESTABLISH TURF 4" PVC PERFORATED LATERAL INSTALLED LEVEL, IN BED CONFIGURATION WITH MANIFOLDED ENDS FILTER FABRIC MIRAFI 140N OR EQUAL 5' PIPE SPACING 2.5' TO EDGE OF BEDT BED WIDTH & GEOMETRY PER PLAN %9%9 1 swim= ABSORPTION BED SECTION NIS LIMIT 0^ "' ' Si 15' )POSED TRIBUTION BOX 4" PVC EFFLUENT SEWER 30' ABSORPTION BED PLAN NIS WASTEWATER SYSTEM DESIGN 2-BEDROOM RESIDENCE DESIGN FLOW - 110 GPD/BEDROOM SYSTEM DESIGN FLOW - 220 GPD SEPTIC TANK - EXIST. 1,000 GALLON PRECAST CONCRETE TO BE PUMPED, INSPECTED, & REUSED IF SUITABLE. INSPECT BAFFLES. DESIGN APPLICATION RATE: 0.8 GPD/SF, BASED ON 6-7 MIN/IN PERCOLATION RATE ABSORPTION BED AREA REQ'D = (330 GPD)/(0.8 GPD/SF) = 413 SF ABSORPTION BED AREA PROVIDED = 15 x30' = 450 SF POTABLE WATER SUPPLY IS ON -SITE WELL MAINTAIN 50' MINIMUM SEPARATION BETWEEN SEPTIC TANK & WELL MAINTAIN 100' MINIMUM SEPARATION BETWEEN ABSORPTION FIELD & WELL VARIANCE SUMMARY -ABSORPTION FIELD TO WETLAND 100' REQUIRED 20' PROPOSED 80' RELIEF REQUESTED WASTEWATER SYSTEM SETBACK REQUIREMENTS PROPERTY LINE HOUSE STREAM, LAKE, WATERCOURSE; WETLAND WELL SEPTIC TANK 10' 10' 50' 50, ABSORP71ON FIELD 10' 20' 100' 100' SITE SOILS DATA TEST PIT TP-1 - 51812023 BY TOM HUTCHINS, P.E. 0-5" - LIGHT BROWN TOPSOIL 5-28" - LIGHT BROWN MEDIUM SAND FILL 28-40" - ORIGINAL TOPSOIL, LOTS OF ROOTS 40-52" - OLIVE -BROWN SILTY FINE SAND MOTTLING (BOUNDARY CONDITION) 0 42" ROOTS TO 42" GROUNDWATER 0 48" PROVIDE 24' VER71CAL SEPARATION TO BOUNDARY CONDITION EDGE OF EXISTING LATERAL FOUND; STONE DRY AND NOT STAINED PERCOLATION TEST PT-1 51812023 BY TOM HUTCHINS, P.E. STABILIZED PERCOPA77ON RATE = 3.30 MIN/INCH DESIGN TO 6-7 MIN/INCH .. i e r, SITE LOCATION - SYSTEM INSTALLATION NOTES CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLATION OF THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. AFTER EXCAVATION OF 15' WIDE X 30' LONG ABSORPTION BED TO THE DEPTH REQUIRED, THE WALLS AND FLOOR SHALL BE CLEANED AND RAKED 1N ORDER TO LOOSEN SMEARED AREAS OF SOIL. 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 CASES. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF AWAY FROM THE DISPOSAL FIELD. DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER PIPING HAS BEEN INSTALLED. 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 & ABSORPTION BED MUST BE INSPECTED BY LOCAL BUILDING DEPARTMENT AND DESIGN ENGINEER PRIOR TO BACKFlLL AND FINAL GRADING. IT IS THE RESPONSIBILITY OF THE CONTRACTOR To IDENTIFY THE NECESSARY PARTIES AND REQUEST INSPECTIONS. SYSTEM MATERIAL SPECIFICATIONS ABSORPTION FIELD AGGREGATE STONE IS TO BE 3/4" TO 1-1/2" WASHED CRUSHED STONE. EFFLUENT FILTER EFFLUENT FILTER TO HAVE 1/16-INCH FILTRATION, POLY20K PL-122 OR EQUIVALENT. EFFLUENT SEWER PIPE PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 1/8" PER FOOT MINIMUM SLOPE. FILTER FABRIC FILTER FABRIC TO BE 4.8 OZ/SY NON -WOVEN SEPARATION FABRIC, TENCATE MIRAFI 140N OR EQUIVALENT. TOPSOIL PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFlLL AREA. SEED, MULCH, AND ESTABLISH TURF. Dig Safely: New .York ■ Call Before You Dig ■ Waft The Required Time ■ Confirm Utility Response ■ Respect The Marks ■ Dig With Care 800.962.7962 www.dlysafelynewyork.eom MAP REFERENCE: BASE MAP INFORMATION FROM "MAP OF A SURVEY MADE FOR STEPHANIE A. & TRAVIS W. NORTON," IN THE TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK. DATED MARCH 13, 2003. LAST REVISED JUNE 22, 2006. PREPARED BY. an D us e-r2 Steves L eL xx d 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 11c. No. 50135 VIOLATION OF NYS EDUCATION LAW. S PRINK PRQREVIEW 0 F4 CAUNST� )T F V MAP # 290. -1-84 0 ISSUED FOR SEPTIC VARIANCE 711112023 No. Revisions Date WASTEWATER SYSTEM PLAN & DETAILS prepared for Keating Property Management 920 Ridge Road Town of Queensbury, County of Warren, State of New York Drawn: JRS Checked: GTH Scale: NOTED Date: 31712023 169 Haviland Road Queensbury, NY 12804 292115-01 Hutchins Engineering PLLC (518) 7745-030 Phone 9 9 (518) 745-0308 Fox