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1.1 1.1 WASTEWATER-SEWERIAPPROVE.VAR'Harris Bay Yacht Club-Holding Tank Additional and Setback From LG Plastic Not Concrete Waste Volume—APA Language-1 1-2 1-2022 RESOLUTION APPROVING SANITARY SEWAGE DISPOSAL VARIANCES FOR HARRIS BAY YACHT CLUB RESOLUTION NO.: 12022 INTRODUCED BY: WHO MOVED ITS ADOPTION SECONDED BY: WHEREAS, Harris Bay Yacht Club (Applicant) applied to the Town of Queensbury Local Board of Health for a variance from Chapter 136, §136-11 which requires applicants to obtain a variance for holding tanks, as the Applicant wishes to add a 500 gallon capacity holding tank for use by Applicant's employees at its existing marine maintenance facility on the property, and WHEREAS, the Applicant has also applied for additional variances from Chapter 136 to allow the holding tank to be: 1. plastic instead of the required precast concrete; 2. 1.43 times the volume of waste generated between anticipated removal dates instead of twice the volume required; and 3. located 28'± from the Lake George wetland/tributary/surface water instead of the required 50' setback; at its property situated at 2712 State Route 9L 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 conducted a public hearing concerning the variance requests on Monday,November 21', 2022, and WHEREAS, the Town Clerk's Office 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, it is felt 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 Applicant; and BE IT FURTHER, RESOLVED, that the Local Board of Health hereby approves the application of the Harris Bay Yacht Club (Applicant)for a variance from the Sewage Disposal Ordinance to allow installation of a 500 gallon capacity holding tank for use by Applicant's employees at its existing marine maintenance facility on the property situated at 2712 Route 9L in the Town of Queensbury and bearing Tax Map No.: 240.-1-23.1, and BE IT FURTHER, RESOLVED,that the Local Board of Health hereby approves the holding tank to be: 1. plastic instead of the required precast concrete; 2. 1.43 times the volume of waste generated between anticipated removal dates instead of twice the volume required; and 3. located 28'± from the Lake George wetland/tributary/surface water instead of the required 50' setback; 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 any lawful action by the Adirondack Park Agency during such period. Duly adopted this 21'day of November, 2022,by the following vote: AYES NOES ABSENT: 11 12p S im Evergreen Professional Park Ce 453 Dixon Road,Ste.7,1314g.3 Queensbury,NY 12804 P -761-0417 F 518-761-0513 518 ENGINEERS Mr. John O'Brien 0%d October 27, 2022 Building and Codes,Enforcement yy_1 SRA Job#21-807 Town of Queensbury 742 Bay Road Queensbury, NY 12804 VIA: John O'Brien, Building and Codes Director, Via email at JohnO(a-ciueensbury.net RE: Harris Bay Yacht Club Septic Variance Application (2712 State Route 9L, Cleverdale, NY 12820) Dear Mr. O'Brien: SRA Engineers has submitted a septic variance application on behalf of,Harris Bay Yacht Club. The construction of a bathroom and holding tank are proposed in the maintenance building on the south lot of Harris Bay Yacht Club. The maintenance building accommodates Michael's Marine Service, a boat and marine engine service center. The purpose of the bathroom and holding tank is to provide a bathroom for use by employees of Mikes Marine Service. A holding tank is the only feasible alternative for wastewater disposal due to the proximity to surface waters and wetlands and soil conditions with very shallow depth to groundwater. A variance is sought for relief from the following ordinances/sections required for septic application approval: (Section 136 Attachment 1): Section 136-11 (A) Holding Tanks; (A) Holding tanks are prohibited unless a variance is granted for a holding tank by the Local Board of Health pursuant to the variance provisions at§§ 136-18 to 186-20 of this chapter. [Amended 5-5-1997 by L.L. No. 4-1997] Section 136-11 (B)(1) Holding Tanks; - The proposed holding tank is plastic in lieu of precast concrete. Section 136-11 (B)(2) Holding Tanks; - The holding tank is 1.43 times the volume of waste generated between anticipated removal dates, in lieu of twice the volume required. Section 136-11 (13)(3) Holding Tanks; - The holding tank to be±28'from a wetland/surface water in lieu of the 50' required Sincerely, ITS_ Erik C.F. Sandblom, PE nD [ECEOVE Principal OCT 2 7 2022 TOWN OF QUEENSBURY BUILDING&CODES Office Use Oniy . SEPTIC VARIANCE Permit#:.. _ APPLICATION Permit Fee:$ ._ • : - . 742 Ba Road,•Queensbu NY 12804 1J. 1r y -8 56 ueensbu .net 1 provals: P:518-761 2• www.g ry U t. -SEP 2022' Submittal: l one .ori Trial ' s.af. # so let d a licatiori: acka "e-� p } ; •g : Tp1 } 1=C�UENsl3u�t� PP P, g. . E I m1N£LUDE AN.E ILr�� PLEASE,PRINT L G .: ` DIVE'® Section 1: :� : Contact Information: GLE.RKsOFFICA Properfiy Owners}:'Marris; . y ,, c Club ovuner'S:Agent R;4 Engineers Contact. an: iampino - tl—Sari bloftt E:; Ad4ress:'P.Q.Box 139 Address:.453 Dixion.Road. Ste. 7, Btdg.•3 Cleverdale,:NY..12$20 Queensbury,:NY 12804 Pfione#: (518:} fi5fi =.9(}2$ . Phone# .(518)761 041:7:{Ex. 21) .: . Email: Harrisbay@oasismariinas.com::. 1=mail; edks@sraerigineers:com= Sectiion 2r Site'lnformation . . . . Site.Address: 2,T1:2 State.Route9L, Queensbury,-W'l.2804 : Tax id#; 240,- -23,1 Directions to Site; .fit.miles east:from the intersection ofiRoute:9 and.Route 9L (E-Shore Dr..) Section 3: = : = .Distance.from well on property to Septic system(if applicable) 216 feet Section 4: Is it possible to install,a.conformingseptic.system_on this•property? . Q Yes No. :If YES;,please explain .and attach a diagram: Section 5• Does the proposed system.meet setback requirements for distance from welts.&Septic systemsan.neighboring .. properties QYes Q No If NO,:.please expla'inr Section.6. Is fhe proposed system to be installed under:a parking are, Q Yes lvo AMA Section 7• Section of.theSanitary Sewage Ordinance ftorn wuhich you are seeking the variance(i.e.aeaching system will be 89 ft. from:well in lieu of required 100 ft.) Molding•tank will be - 11 �2. '.fk. from Lake::Gearge.wetland/Tributary. 'in lieu of required 50 ft. Septic Variance Application : - Revised December 2021 Section 8• l List the. navies, 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 Nance Lake George Address. Tax Map ID South Name Sate,of New.York Address Off Stevenson Road Tax Map ID 253.-1-3 .. East Name Raymond H:- Kraft Address P.O.Box 95, Cleverdale; NY 12820. Tax Map ID M.9-4=1 .&240,9-1-16.11 . . . West Name Munzenrriaier.Family.Trust Address P.O:Box 138, Cloverdale, NY 12820 Tax Map Ib 239.12-2-95. Section 9: OWNER STATWENT .I/Vile do herebyrelieve the Town of Queensburyfrom any liabilities on the plumbing and septic system located'at: 2712'State:Route 9L..1/We realiie.that putting the well, septictank or leaching system less than the.re.quired .50. .feet from'the . . Wetland/Tributary. may increase the risk of pollution. O_ .caner—Print Name; an Ciampm Owner'—Signature: Date: 9=22-2022 „ Section 10• NEIGHBOR ORTENANT.RELEASE STATEMENT(lf applicdbk) I/Vile do hereby relieve the Town'of Queensbury from any liabilities on the plumbing and septic system located at: l/We realize that.putting the Well;septic tank or leaching system less than the required feet ftom the may increase the risk of pollution. Neighbor/Tenant—Print Name: Neigh bor/Tenant-Signature: Date: Septic Variance Application Revised December 2021 AV N,• PLEASE ATTACH THE FOLLOWING TO YOUR.APPLICATION: 1. A:aocation map showing the site'-within the Town of Queensbu.iy 2. ..-A plot.Olan show*ing existing and:prop.osed featu'res.of th-e property, including: a. Lot dimensions b:. North arrow and scale:l-inch=40 feet c. Location.&dimensions of existing and proposed buildings, showing setback distances.and uses. d. ' Parking layout to-scale(if applicable)' e.. Physical features{street;steep slopes;-lake ' etlancls,:etc.) f. Location of all Wells and septic systems.Qn heighboringproperties g. .Adjacent ownerships, .. . h. All'properties'within 500-feet -A sample plot pian-and location are shown.below: .�FAd11T ir&• .. 01IN ,, � al �.. -�a_�• . �>> : ' .�. . dot .,,� `t'. �.. t+ar5: - .�r.r:l �'�' •xaui MAM ,gt nuts ' 'U0,174 fill. 4 Septic Variance Application Revised December 2021 ;r Section 11: AUTHORIZATION AND SIGNATURE PAGE This.page includes the Authorization to Act as Agent form, engineering fee disclosure;authorization#or:site visits, other permit responsibilities.and agreement to provide documentation required. Complete the following if the OWNER is using an Agent: . owner's.Name: Harris-Bay yacht,Club.(Dart Ciampino),. . Designates: SI A Engineers as agent regarding the Septic Variance for HBYC.Holding' Tank 'Erik.Sandblom,' P.E. Site:Address:2712 State:136ute:9L, Queensbury NY 12804 Tax Map#: 240.-1-23.1. Ertgineerine Fee Disclosure:Applications may be referred tothe 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#or Site Visits:By signing this page and submitting the application materials attached herein;the Owner; Applicant aril hiis/her%tlieir.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 constructiori or alteration activity subsequent to approval by 'the Town-Board of Health. .It is the applicant's responsibility to obtain,any additional permits: - :Official.Meetine..Minutes Disclosure It is the'practice.of the Town-Board a_f Health to=have a designated stenographer tape record.the proceedings of ihe' .meetings resulting-from the 'application,:and that the minutes transcribed from those tapes constitute the official record o#.all proceedings: l#there is a discrepancy between such record and the Handwritten minutes taken by the designated stenographer, the hiandwritten 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:'Dan Ci 'no: OWNER--=SIGNATURE: . . ' ' DATE:: .. 9-22�2022. AGENT,--PRINT NAME: E San blom, P.E. AGENT-SIGNATURE: ' DATE: Septic Variance Application Revised December 2021 EXISTING WATER SERVICE LINE. — AUTOMATIC SOLENOID VALVE. POTABLE WATER SOLENOID CONNECTION TO CONTROL PANEL W/ ALARM. NEW HOLDING TANK. SEE DETAIL, THIS DWG. PROP. CONCRETE BASE BLOCK BUILDING WALL. TO DISTRIBUTION SYSTEM. BENCHMARK: ROUTE 9L - RAILROAD SPIKE IN UTILITY -- ---� - POLE NM207 EL. 322.25' ------------ ----- 21 -------------- ow i C2a �2�`�------------ / 1 � ,', EXIST. PROPANE TANK 3m� APPROX. EDGE OF APA WETLAND FROM WARREN zj COUNTY PARCEL VIEWER / i MAINTENANCE BUILDING EDGE OF GRAVEL (TYP.) I ( F.F.E. = 320.20 �� i/ � ' 'i PROP. ASM TK 500 SPHERE 1 / I SEPTIC HOLDING TANK. SEE E ( DETAIL, THIS SHEET PROP. 3070 RATED DOOR PROP. CONC. BASE BLOCK PROP. 42" GRAB BAR PROP. TOILET PROP. SINK - — _ — PROP. 36" GRAB BAR ' 2g — 9� PROP. CONC. PERIMETER _ — - _ — __ _ _ t- CURB IN NEW HOLDING TANK ROOM FOR SECONDARY CONTAINMENT i \ TIE DOWN LOCATION. SEE OPEN STRUCTURE DETAIL, THIS SHEET. \ STORAGE BUILDING i LOW AREA \ F.F.E. = 320.20 I`\ L] \ CONTROL PANEL W/ ALARM CONTROL PANEL CON TO FLOAT SWITCHES. INLET - SANITARY TEE FLOAT SWITCHES WATER SHUT OFF 50% CAPACITY (250 GAL.) MIN. ELEVATION 321.0 FT. (LAKE GEORGE FLOOD ELEVA7 TANK LEVEL ALARM AND WATER SHUTOFF SCHEMATIC N.T.S. 2" OR LARGER NYLON WEBBING (TYP.) (MIN. 6,000 LB RATING) 1" THIMBLE (TYP.) (x2) J" U CLAMPS (TYP.) 8" 304 STAINLESS STEEL CABLE 304 STAINLESS OR BETTER (TYP.) (MIN 6,000 LB RATING) PROP. CONC. BASE BLOCK BY OTHERS PROP. CONC. PERIMETER CURB AND SLAB BY OTHERS I. STAINLESS STEEL WASHER & NUT (TYP-) 4" x 4" x J" x 6" LG STAINLESS STEEL ANGLE W/ 16' HOLE @ CONC. & " HOLE @ CABLE (TYP.) PROVIDE 1/2" 0 HIT-Z-R STAINLESS STEEL THREADED ANCHOR ROD WITH MIN. 4j" EMBEDMENT PER MANUFACTURES INSTALLATION INSTRUCTIONS (TYP.) Ir1Q' TANK TIE DOWN DETAIL N.T.S. w M 2" (TYP.) SITE PLAN 1"=20' 0 10 20 40 60 UNITS: FEET NOTES: 1. ADHESIVE FOR GROUTING REINFORCEMENT ANCHORS INTO EXISTING CONCRETE SF ALL BE HILTI HIT-HY 200-AV3 INJECTION ADHESIVE AS MANUFACTURED BY HILTI CORP. OR EQUIVALENT. ANY SUBSTITUTED PRODUCTS SHA kLL MEET OR EXCEED THE SHEAR AND PULLOUT VALUES LISTED IN THE HILTI PF ODUCT LITERATURE. 2. EACH CORNER OF TANK TO BE ANCHORED. (4) ANCHORS TOTAL. OUTLET SHALL BE BLOCKED/CLOSED INLET - SANITARY l MIN. ELEVATION 32 (LAKE GEORGE FL( SITE STATISTICS ZONING CLASSIFICATION:[LC-42A] LAND CONSERVATION 42 ACRES TAX MAP NO.: 240.-1-23.1 LOT SIZE: 10.58 ACRES (SOUTH LOT) WASTEWATER TREATMENT SYSTEM NOTES 1. THE PROJECT CONSISTS OF THE DEVELOPMENT OF AN ACCESSIBLE BATHROOM FOR USE BY THE EMPLOYEES OF AN EXISTING MARINE MAINTENANCE FACILITY. THE BASIS OF DESIGN FOR THE SYSTEM IS AS FOLLOWS: NUMBER OF EMPLOYEES 5 NUMBER OF SHIFTS 1 DESIGN WASTEWATER FLOW RATE 15 Gal./Employee/Shift (REDUCED TO 10 GPD)* REQUIRED TANK CAPACITY = (10 Gal./EMPLOYEE/SHIFT)*(1 SHIFT)*(5 EMPLOYEES) = 50 Gal. Per Day REQUIRED TANK CAPACITY PUMPED ONCE PER WEEK = (50 GPD)*(7 DAYS) = 350 Gal. SEPTIC TANK CAPACITY PROVIDED 500 Gal. PLUMBING FIXTURES Max. 1.6 Gal./Flush Water Cclosets *NOTE: THIS BATHROOM IS NOT THE MAIN BATHROOM FOR FOR THE FACILITY. EMPLOYEES SPEND APPROX. HALF THEIR TIME ON THE NORTH LOT AND USE THE CLUB HOUSE BATHROOM. 2. ALL WASTEWATER TREATMENT SYSTEM COMPONENTS SHALL BE IN STRICT ACCORDANCE WITH THE SYSTEM DESIGN INFORMATION INDICATED ON THESE DRAWINGS, WITH ALL N.Y.S. DEP'T. OF HEALTH AND TOWN OF QUEENSBURY REQUIREMENTS. 3. THE DISCHARGE OF WASTE FROM GARBAGE GRINDERS, SPA TUBS, SUMP PUMPS, ROOF DRAINS, WATER TREATMENT SYSTEM BACKWASH AND NON -CONSERVING WATER FIXTURESIS PROHIBITED. 4. THE TANK SHALL BE EQUIPPED WITH TWO FLOAT SWITCHES CONNECTED TD AN ALARM PANEL SUCH THAT ONCE THE LEVEL IN THE TANK REACHES 50% CAPACITY, A "TANK LEVEL HIGH" WARNING IS ACTIVATED. AT 100% OF THE USABLE LEVEL IN THE TANK, AN AUDIBLE ALARM SHALL BE ACTVATED AND A SOLENOID VALVE ON THE PORTABLE WATER SUPPLY TO THE BUILDING SHALL AUTOMATICALLY CLOSE. 5. ALL GRAVITY SEWER PIPING SHALL BE SCH. 40 PVC PIPE WITH SOLVENT WELDED JOINTS AND FITTINGS. INSTALL SEWER PIPING ON MIN. 6" LAYER OF CRUSHED STONE AT A UNIFORM SLOPE WITH NO SAGS OR HUMPS. THE MINIMUM SLOPE FOR ALL GRAVITY SEWER PIPING SHALL BE 1/4"/FT. (2%). 6. ALL PLUMBING WORK SHALL BE COMPLETED IN STRICT ACCORDANCE WITH ALL REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE. 7. SUBMITTALS: THE CONTRACTOR SHALL SUBMIT MIN. (3) COPIES OF SHOP DRAWINGS AND SUBMITTALS FOR THE FOLLOWING ITEMS FOR REVIEW BY THE ENGINEER. IN LIEU OF (3) HARD COPIES, (1) COPY OF SHOP DRAWINGS AND SUBMITTALS MAY BE TRANSMITTED ELECTRONICALLY. NO FABRICATION OF THESE ITEMS SHALL BE PERMITTED UNTIL THE SUBMITTALS HAVE BEEN REVIEWED AND ACCEPTED. A. 500 GALLON SNYDER INDUSTRY HOLDING TANK B. FLOAT SWITCHES, SOLENOID VALVE AND ALARM PANEL 8. NOTIFY THE ENGINEER FOR INSPECTION AT THE FOLLOWING PHASES OF CONSTRUCTION: - ONCE PROJECT IS COMPLETED. 9. UPON COMPLETION OF CONSTRUCTION THE CONTRACTOR SHALL PREPARE A MAP OF AS -BUILT CONDITIONS INDICATING THE DISTANCE T.B.D. WHERE THE BATHROOM WILL BE LOCATED. ROJECT LEGEND ------ L364;------- EXIST. MINOR CONT. - — — -C65D- — — - EXIST. MAJOR CONT. - - - - - EDGE OF GRAVEL - --— ---— •-- —---- EDGE OF SURVEY LOW AREA - - - - EDGE OF APA WETLAND FROM GIS MAP ow Q- BATHROOM LAYDUT UPDATED B - HOLDING TANK TIE -DOWN DETAIL - ENLARGE SITE PLAN TO SHOW BENCHMARK DC'E0WE T5 2022 L/ TOWN OF 0 RY BUILDING & CODES OVERHEAD UTILITY WIRE EDGE OF PAVEMENT ELECTRIC METER UTILITY POLE REVISIONS REV. DATE DESCRIPTION A 9/23/2022 ISSUED FOR PERMITS B 1 10/25/2022 COMMENTS PER TOWN pRCEL ONOURV a@V MR UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW. Evergreen Professional Park 453 Dixon Road, Suite 7, Bldg. 3 Queensbury, New York 12804 (518) 761-0417, FAX: (518) 761-0513 SCALE: AS SHOWN DRAWN BY: SRA DATE: 9/9/2022 ENG. BY: 1 AMD PROJ. NO: 21-807 CHK'D BY: ES CLIENT NAME HARRIS BAY YACHT CLUB 2712 STATE ROUTE 9L CLEVERDALE, NY 12820 DRAWING TITLE HARRIS BAY YACHT CLUB CLEVERDALE, NY 12820 MAINTENANCE BUILDING WASTEWATER PLAN DRAWING NO. C-1 01 SHT. 1 OF 1 REV. B