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SEP-0041-2022 SEPTIC DISPOSAL PERMIT office use only APPLICATION Permit#: tep-- .1-2027 Town of Quccnsbury 8 r Permit Fee:$ i Invoice#: 742 Bay Road,Queensbury,NY 12804 � P:518-761-8256 Www.gueensbury.net Septic Variance? \v N .60 kA— 14 2-0 2Z Flood Zone? Y N _y .�— Wetlands? Y ed-By:arrf Project Location: 390C1everdale Road �- Tax Map #: 226.8-1-7 r TOWN Or L 'ODES Y RESIDENCE INFORMATION: 61ji`01N , -Year Built Gallons #of bedrooms: X gallons per =total daily flow per day bedroom- Garbage Grinder Yes No 1980 or older, 150- Installed? (choose one) ❑ ❑ 1981-1991 130 Spa or Hot Tub Yes No 1992-Present 110 3 110 330 Installed? (choose one) ❑ PARCEL INFORMATION: Topography ❑ Flat Rolling ❑ Steep Slope 10 % Slope Soil Nature 0 Sand ❑ Loam ❑ Clay ❑ Other, explain: Groundwater At what depth? >5, Bedrock/Impervious material At what depth? >5- Domestic Water Supply ❑ Municipal ❑ Well Lake (if well or lake, water supply from any septic system absorption is 53' Percolation Test Rate:. 8 per minute per inch (test to be completed by a licensed engineer/architect) PROPOSED SYSTEM INFORMATION: Tank size gallons (min. size 1,000 gallons, add 250 gallons for each garbage cylinder or :spa/hot tub *FUII Clean CE5 System Absorption field w/#2 stone Total length ft.; Each Trench ft. :Seepage Pit w/#3 stone How many: ; Size: Alternative System Bed or other t InfiltratorH-20GravellessOpen-Bottom y type: Chamber Enhanced Treatment Unit Holding Tank System Total required capacity? ; tank size ; # of tanks Septic Application Revised April 2021 TOWN OF Q L' EENSB URY 742 Bay Road, Queensbury, NY. 12804-5902 Septic System Checklist VI Plan to scale /C? j���/.� Q,, q �Received Deep hole pert test results from engineer/Architect if applicable(Town Approved Engineers and Architects;June 30 to April 15 Town Engineer for unapproved Engineers and Architects) 1'-� All wells on property and adjacent properties shown �� �I,C.t, ZIP Water line shown Municipal or well 10'separation to any part of system - (,✓G✓�-camv�,� %, , Setback to property lines show 10'or more for any part of system (/(V4ti ' Septic tank and pump stations 10'from foundation 50'from,any well/lake/wetland 10'from any waterline (J Septic tank to foundation crawl space/slab on grade, grade in crawl space must be above top of septic tank for 0',Separation required (field verification required) Septic tank sized for number of bedrooms and add 250 gals for Jacuzzi tubs/garbage grinder_eaeh__� Leech Field 20'from foundation 100'from any well 10' from water line Seepage pit 150'from well 50'from septic tank Ucr)c— !✓Seepage Pits 3-times diameter apart A/d/ Septic tank and pump stations over 30 gallons 50'from watercourse or wetland [ istance from bottom of trench or system 24"to bedrock or mottling 36"within 1000' of Lake George !" Leech field 100' from watercourse or wetland va rmj%C�I A, rff 41 '� rToe of mound or bottom of retaining wall 10'from property line 100'from well 20' from Foundation v/ Provide Engineer/Architect stamp for bed or design systems AllADepartment of Health Approval for all mobile home park new systems Flood Plain requirements /" O 2' above established flood elevation to bottom of system �A All tanks anchored or 2' above flood elevation Revi.-ed 4/15/2021 VOTAL FtA Dsass cr,ecuti ��I .! Cs ��3KabWr. cKw �} only has 06en visually inspedted and certified as of this date pursuant to aliplicable •+ codm :y...-.�.�.�•s�,�,.-�,:,,ems Date 554845Q.f�.1 Inspector ._. � sccR., S.�aSJR��xI! � SNALUU EOC+fled�F(�A�Ip Q(O(A1{f L� ...cc ." L41FI7fYl+y p� ' wI'AIln�CY}ff,�Uit CQ "c"13, use s ¢csnrnie yi(e�s. Usv 1Vub%tx NR np wic,110 s;l(na�Rvvenmea+ent ralirtg aS: tin er +.�+e:TF+�r bo�egn ei utiq undm fay i.res::at�vl lvi t�nduel anlrp»td,°^'��F 59sarrj tram�Wu;;t Contiu;t must tnaitrllun_ Let me know if you need anything else from me. Thank you Pete Carr Sent from my Whone 2 ENVIRONMENTAL DESIGN PARTNERSHIP, LLP. 900 Route 146 Clifton Park,NY 12065 (P)518.371.7621 (F)518.371.9540 edpllp.com Shaping the physical environment November 22,2022 Town of Queensbury Building&Codes 742 Bay Road Queensbury, NY 12804 NOV 2 2 2022 Attn: John O'Brien, Director TOWN OF QUEENSBURY Re: Hole-390 Cleverdale Road BUILDING&CODES Replacement Wastewater System cz>e? - o 04k - 20 zZ Dear John: In compliance with application approvals granted by the Town of Queensbury I offer the following regarding the referenced project. The design plans, prepared by this office,reviewed and approved by the Town as associated with the wastewater system application,are as follows: Wastewater Improvements For Hole Residence Applicant: Jeff Hole 390 Cleverdale Road Town of Queensbury March 29,2022 E:MjEu:1-L • Sheet 1 Cover Sheet • . Sheet 2 Existing Conditions • Sheet 3 Site Plan • Sheet 4 Wastewater Variance Plan • Sheet 5 Site Details • Sheet 6 Enhanced Treatment Details During the course of construction I was on the job site to observe key components of the system installation. The field location of the pretreatment tank(Fuji Clean), pump tank tank and absorption field have been installed in compliance with the approved design plan. The absorption field has been constructed with an area as required of the design (three bedroom flowrate). I have provided an 'as-built' plan which indicates those component locations. Part of the site improvements included a catch basin capturing stormwater runoff with discharge to a down gradient rain garden. Those components have been moved slightly in location. All other aspects of the work were constructed as designed and using the materials as specified. The pump system and Fuji Clean unit were set up for operation and tested/inspected on November 22th . Based on my inspection of the system installation it is my opinion that the wastewater system is in compliance with the intent of the approved design plan and is ready-for operation. Sincerely, t�19-LL��jy �-�a� ennis MacElroy, PE Attachment' Cc:Jeff Hole 12-6-22 Office Use Only -� SEPTIC VARIANCE ` Permit#: 'D&iP" O 0�,\ "20 Z2_ APPLICATION Permit Fee: $ �e5 Town of(Lixcnsbury Invoice#: "f 742 Bay Road,Queerisbury,NY 12804 P:518-761-8256 www.gueensbury.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): Jeff Hole Owner's Agent: Environmental Design Partnership LLP Address: 13 Magnolia Drive,Saratoga Springs Address: 900 Route 146 Clifton Park NY 12026 NY 12866 Phone#: 201-246-6404 Phone#: 518-371-7621 Email: jdhole@gmail.com Email: dmacelroy@edpllp.com,cdemyer@edpllp.com Section 2: Site Information: Site Address: ,390 Cleverdale Road Tax ID#: 226.8-1-7 Directions to Site: From 9L turn onto Cleverdale Road,Continue towards the end of Cleverdale,Site on East side Section 3: Distance from well on property to septic system (if applicable) N/A feet Section 4• Is it possible to install a conforming septic system on this property? ❑Yes M 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? ❑X Yes ❑ No If NO, please explain: Section 6: Is the proposed system to.be installed Under a parking area? n Yes n No SECTION:7 Section of the Sanitary Sewage Ordinance from Which you are seeking the variance ry V-1:ABSORPTION BED TO LAKE GEORGE-53'REQUESTED VS THE 100''REQUIRRn D v V-2:PUMP TANK TO LAKE GEORGE-30'REQUESTED VS THE SU REQUIRED V-3:ETU TANK TO LAKE GEORGE-32'REQUESTED VS THE 5Y REQUIRED V-4:ABSORPTION BED TO PROPERTY LINE(N)-T REQUESTED VS.THE 10'REQUIRED V-5:ABSORPTION BED TO PROPERTY LINE(W)-V REQUESTED VS.THE 10'REQUIRED FEB 0 9 2022 V-6:ABSORPTION BED TO PROPERTY LINE(S)-T REQUESTED VS.TIM 10'REQUIRED V-7:ABSORPTION BED TO FOUNDATION-T REQUESTED VS.THE 10'REQUIRED V-8:SEWER LINE TO PROPERTY LINE-P REQUESTED VS.THE 10'REQUIRED V-9:SEWER LINE TO FOUNDATION-YREQUESTED VS.THE IUREQUIRED TOWN OF QUI=ENSBURY BUILDING&CODES -t PLEASE ATTACH THE FOLLOWING TO YOUR APPLICATION: 1. A location map showing the site within the Town of Queensbury 2. A plot plan showing existing and proposed features of the property, including: a. Lot dimensions b. North arrow and scale: 1 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, lakes, wetlands, etc.) f. .Location of all wells and septic systems on neighboring properties g. Adjacent ownerships h. All properties within 500 feet A sample plot plan and location are shown below: .- j,�•:.;.� Ica : „};i�.. �y' •. a,. _ J -'asp •. � '. ,�•A :_ors• . Septic Variance Application Revised December 2021 RESOLUTION APPROVING JEFF HOLE'S APPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCES RESOLUTION NO.: BOH 14,2022 APR z3z INTRODUCED BY: Mr.Timothy McNulty 11 WHO MOVED ITS ADOPTION TOWN Or OUEENSBURY BUILDING&CODES SECONDED BY: Mr.Anthony Metivier WHEREAS, Jeff Hole (Applicant) filed an application for variances from provisions of the Town of Queensbury On-Site Sewage Disposal Ordinance, Chapter 136 to install a replacement wastewater treatment system with certain of its components proposed to be located as follows: 1. absorption bed to be 53' from Lake George in lieu of the required 100' setback; I 2. pump tank to be 30' from Lake George in lieu of the required 50' setback; vkDG I 3. Enhanced Treatment Unit (ETU) tank to be 32' from Lake George in lieu of the a M n n I required 50' setback; < < M 4. absorption bed to be 2' from the north property line in lieu of the required 10' Q. n a] setback; rn � WQ 5. absorption bed to be 1' from the west property line in lieu of the required 10' �+ Insetback 0 0 i 6. absorption bed to be 2' from the south property line in lieu of the required 10' CD p setback N 7. absorption bed to be 2' from the foundation in lieu of the required 10' setback; N8. sewer line to be P from the property line in lieu of the required 10' setback; and 9. sewer line to be 3' from the foundation in lieu of the required 10' setback; on property located at 390 Cleverdale 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 concer_mng_the variance requests on Monday,February 28t',2022,and cp'l it 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 Applicant; and BE IT FURTHER, RESOLVED, that the Local Board of Health hereby approves the application of Jeff Hole for variances from the Sewage Disposal Ordinance to install a replacement wastewater treatment system with its components to be located as follows: 1. absorption bed to be 53' from Lake George in lieu of the required 100' setback; 2. pump tank to be 30' from Lake George in lieu of the required 50' setback; 3. Enhanced Treatment Unit (ETU) Tank to be 32' from Lake George in lieu of the required 50' setback; 4. absorption bed to be 2' from the north property line in lieu of the required 10' setback; 5. absorption bed to be 1' from the west property line in lieu of the required 10' setback r r' 6. absorption bed to be 2' from the south property line in lieu of the required 10' setback 7. absorption bed to be 2' from the foundation in lieu of the required 10' setback; 8. sewer line to be 1' from the property line in lieu of the required 10' setback; and 9. sewer line to be 3' from the foundation in lieu of the required 10' setback; on property located at 390 Cleverdale Road in the Town of Queensbury and bearing Tax Map No: 226.8-1-7, and BE IT FURTHER, RESOLVED, that such variances are contingent upon submittal of an acceptable design plan providing a stormwater conveyance and management plan relating to the wastewater system that must be reviewed and approved by the Town Building and Codes Enforcement Officer, and BE IT FURTHER, RESOLVED, that the Enhanced Treatment Unit (ETU) shall be maintained by the property owner in accordance with the manufacturer's recommendations for the life of the system, 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. l Duly adopted this 280'day of February, 2022,by the following vote: AYES:Mr.McNulty,Mr. Strough,Mr.Metivier,Mr.Freer,Mr.Ferone NOES: None ABSENT:None COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No Y::....�1' 20"Cert.�0 5 0 0 9 2 Cut-in Card No................................... Owner.......................... &Cs.................................................................................................... Location...............'351P G c�crin �.......�/> ............ ......... ................................................................................... InstallationConsisting of................................................................................................................................... .....................................Sslazl-sr...It4r .. .......... ... .................................................................................................................................................................................. InstalledBy..............1.,J........ ! l ..........................................Lic.No................................................. The conditions following governed the issuance of this certificate,and any certificate previously issued i cancelled:- 1 This certificate only covers the electrical equipment and installation conditions as of date. Upon th introduction of additional equip ment or alterations,application shall be promptly made for inspection. Inspectors of this Compa y shall have the privilege of making inspections at any time, and if it rules are violated,the Compagly shall have the right to revoke this certificate. Date....../..�';� '. 2.....�...... INSPECTOR. .........................................-�.......................... Mnml•or N FP A I A F I