Loading...
2008-266 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number. P20080266 Date Issued: Tuesday, June 10, 2008 This is to certify that work requested to be done as shown by Permit Number P20080266 has been completed. Tax Map Number. 523400-302-018-0002-057-000-0000 Location: 108 COOLIDGE Ave Owner. LEONARD URSCHEL Applicant: LEONARD URSCHEL This structure maybe occupied as a: Septic Alteration Residential By Ogler of Town Bowl TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, ,,... Variance, or other issues and conditions as a result of approvals by the Di ctor o uildin & rcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20080266 Application Number. A20080266 Tax Map No: 523400-302-018-0002-057-000-0000 Permission is hereby granted to: LEONARD URSCHEL For property located at: 108 COOLIDGE Ave in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: LEONARD URSCHEL EFFIE KROGMANN URSCHEL Septic Alteration Residential 108 COOLIDGE Ave Total vale QUEENSBURY, NY 12804 Contractor or Builders Name/Address Electrical Inspection Agency SANITARY SEWER DAN DRELLOS PO BOX 224 GLENS FALLS NY Plans &Specifications 2008-266 septic alteration residential $25.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Wednesday,June 10, 2009 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the To Queens ry, T e day,June 10, 2008 SIGNED BY ( for the Town of Queensbury. Director of Building&Code nforcement s.__---_ OFFICE USE ONLY Pit _ _I o TAX MAP NO. PERMIT NO.-OK PERMIT FEE '"O1/ N OF QUEENSBURY APPROVALS: ZONING TOWN CLERKFV ; �l3 JlLiNC & CODES i APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJ TO REVIEW BEFO ISSUANCE OF A VALID PERMIT.x /� , ` /�,OWNER: `jam ���J L (�— INSTALLE ADDRESS: l v ���� b E' A - ADDRESS: ]Y ✓� �Z� � PHONE NOS. 2 93 ✓S /� PHONE NOS. LOCATION OF INSTALLATION: :.....................................................................................................................................................................................................; ........................................................................ RESIDENCE INFORMATION. NO.OF YEAR BUILT X COMPUTATION= = TOTAL DAILY FLOW BEDROOMS : GARBAGE G I ................................................a. ;...........;...................................................................... 1980 or older X 150 gallon per bedroom = INSTALLED? NqE¢0 _.. _._._ ...... ... ..._.._...._ ............... /llyy ....._..................._............._............ .................._.................;............................................................................................ ....... .......................................... { 1981 1991 1 X 130 gallon per bedroom _ I SPA OR HOT TUB ................................................:............................................... a...........<..........................................................................i INSTALLED 1992-present I X 110 gallon per bedroom _ ...................................................................................................................................................................................................:........................................................................ ..: PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAB ROLLING f' STEEP SLOPE %SLOPE ./ C, Ccam`-f ✓ SOIL NATURE: SAND LOAM CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH?�— BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? ✓ DOMESTIC WATER SUPLY: MUNICIPAL WELL (IF WELL:WATER SUPPLY FROM ANY SEPTIC-SYSTEM ABSORPTION IS FT. ) ✓ PERCOLATION TEST: RATE IS PER MIINUTE PER INCH (TEST TO BE COMPLETED BY A LICENSED PROFESSIONAL ENGINEER OR ARCHITECT) PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). Add 250 gallons to the size of the septic tank and leach field for each garbage grinder, spa or whirlpool tub. ✓ SEPTIC TANK: QS'�Z) GALLON (MIN. SIZE IS 1,000 GAL.) TILE FIELD: EACH TRENCH Jr� FT. ✓ TOTAL SYSTEM LENGTH: Z V-J FT. SEEPAGE PIT(S): HOW MANY? ✓ SIZE OF EACH FT. X FT. //ll ✓ SIZE OF STONE TO BE USED: # /DEPTH OR THICKNESS <Z FT. ✓ BED SYSTEM SIZE: X ✓ ALTERNATIVE SYSTEM: LENGTH AND/OR SIZE ✓ HOLDING TANK SYSTEM:(If required) NO. OF TANKS: /SIZE OF EACH ✓ GALLONS./TOTAL CAPACITY: GAL. `i NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. For your protection, please note that pursuant to Section 136-29 of the Code of the Town of Queensbury, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of QUESTIONS? CALL 761-8256 OR EMAIL Queensbury Sanitary Sew a Disposal Ordinance. codes0aueensburv.net VISIT OUR WEBSITE FOR MORE INFORMATION 0 0� www.aueensbury.net na re of Person Responsible Date Town of Queensbury - Community Development Office - 742 Bay Road, Queensbury,NY 12804 Re L 1 Septic Inspection Report fo c o c l Office No. (518) 761-8256 Date Ins ep mst received: Queensbury Building &Code Enforcement Arrive: am/pm 'gepart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: L/a.� PERMIT NO.: 0 LOCATION: INSPECT ON: RECHECK: - Commen and/or diagram Soil T Sa Clay T of W unici Well Water Waterline se ra ' n dipfance ft, Well separation di nce ft, Other wells: } , Absorption Field: Total lengthft, -Length of each trench LEO ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: -Piping Size Type Building to tank Tank to Distribution Box ^I Distribution Box to Field Pit Opening Sealed: Y N Partial End Ca Inlet/Outlet Pipes&Baffles Y N Location Separations Foundation to tank ft. Foundation to absorption Separation of Pits ft. Conforms as per Plot Plan Y N Engineer Report and As-Built Y N Location of System on Property: Front /9 Left Side Right Side Middle Fro Middle Rear m t Approved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved Last revised 021006 Last revised 1/6/05 6 N ® C CD CD cn CD CD ro y � Drop Inlet ' S2 0 o Water aloes CD s lit rail fence rn _ CD 0. o manhole w W �D Cr CCD D o CD o � p e � vc,N n c 3 Iron Pipe Found ji Iron Pipe Found �i or S 8G 30' O0'� 1978 1 �2.8s' 152.0' Iron Pipe Found Iron Pipe Found Rod U I 1 12.5' � � I U I - m j U Iron rod found I � I Capped pp s IU Res den e Residence chalnllnk O Brian D rust I la A. Ki qcj I O w I _acce55 _O (G55/33 1 ) I o° New Pol ethelene REFERENCE (582/315) � � � DEED in I 5e tic tank 1050 I N p g � Ro�ert R. * Anne G . IGut tank i to line (r) D-Box Zilch ( 1033/ 150) I Robert E . Duffy I O � _ - I to I M - ' -- — ProposeJ r �/. M cDonou h N85 7G1W 29.7 I ' — , — -- — Tllefleld Robe t _ � — Two Poles — -- — — — — — 5@40LF � Jean I.1 . McDonou6ih = deed 4.24' -t- — — — I Book 508 Pa e 5GO �? N05 55 E 15 . ;\_;r_ � -Two Poles / c "� a� She 1 9``--__ Char N -� �, Iron pipe dl Exi5tincg cess pools I n Link fence la Mated Date : 12 June 19G9 `� boaro fence Iron Pipe Fou d • fence N86 �� p Note. This area nce 24 3Q W 122 .41 ' occupied by King McDonough- of a 5urvey pp re red for no title found Into p eit her.her. Area Included in Morse Foundation deed 0 rise Lands now or formerly of James Kevin Sicellen * Pamela Jean Barlow 1 144/272) Y CIO to aam se el CERTIFICATION Now "The Morse Foundation" ( I I G21 GO) 51tuate in Town of Queen5bury '; County of Warren I hereby certify to Leonard F. Urschel and Mate of New York Effie C. Krogmann-Urschel and First American Scale ; I " = 20 feet Dade of ma in i Aucju5t 2000 Title Insurance Company of New York Prepared by Revised : 9 January 2002 shed That this plat was prepared form an actual on Revised • 19 May 2008 added ���Q�OF E S S I p ��i,i ,s are,,,, F2- • i 1JUs ro osed sewa e s stem the round survey accord Ing to record descriptions. �+ A550CIATE5 O4. p p 9 y 5 u rveyo r5A E n cg i n e e r5 GEORGE, Nf W YORK 12845 s Date '•,,'�,� �. 543 , �j�`,,•� fr_ Dennis L. Dickinson , L.S. D F N , : sheet I of 2 mom QU : 1 14 135 TOWN OF QUEEENSBURY ULDIN & C T. 0�,-2--66 Reviewed F .- "te.. . . Septic Tank Mound for Settling Backfill with in5itu Soil 404 Use 1050 gallon Snyder polypropylene tank (# 1001000W95301 ) 3" Nay or Straw, cov;Fy,�\ available at Curtis Lumber, or engineer approved equal. with untreated G" min., 1 2" max. Property line Must be provided with stabilization lug (4), a5 Shown Location Stake Building paper 2" Well 1 5' 1 5 ver- I I/2 Thick � ' Well Handle P.V.C. Pipe�� 7 (Perforated 4" _ Ri id 15' g Pond Inlet �© 1utlet I Oa minimum 100'minimum ILU #2 5tone (Clean), / G" min. 4) Undisturbed Insitu Set level on 12" 12 max. _ Soil #25tone � House House CL o Septic I O'mi Distribution Box DetailsCL 20 tank - 24" min. Dist. box `- a� Ab5orpti n fields 0 provide % exp. Septic tanks and distribution boxes shall conform 5easonal high 24" min - -IO'min 101 -j- to the requirements of I ONYCRR Appendix 75-A. Ground Water min Lecl ge or Street 1 mperviou5 Lay5r FIGURE I from the New York State Department of health "Individual Residential Wastewater Treatment 5y5tem5 De5icjn handbook", 199G. Page G2 Tile Trench Gross Section Effective Length - See Chart Absorption Field 5eperation equirements Not to Scale - _ -.---._ .___ _ ____ ---_-_- -- -- __ _._ .-_---_-- --.-- Percolation Test Resuts __----------------------------------------------- --------------------- 21 41 Perforated 4" P.V.C. pipe - 51019e I/I G to I/32" per ft. ---_-____--_ --------------------------------------------------------------- PT # I 4"PVC from Septic Tank I — — —_ 4 Field Width Run Tirne Permeable Geotextile, Untreated Building Paper or 4" straw Slope 1/8"/ft '-- ----- ---------- ---- - ---- --__ _ __ __- _____-- ---__ __ _.-- ------ .____ ! 1 :2 -------------------------------------- --- 2' Crushed Stone 3/4" - I I/2" washed grave Joint Perforation Distribution Box I — — __— — `` _T— 4' " - -------- ------___ _ 3 2:05 2�� minimum Trench 2' wide - set level 4 2: 1 5 -___ _-_______ ________.____-_-.____-___-___._-___-. Use a Percolation Rate Of i to 5 minutes / inch Slope Distributor Pipe I/I G" - 1/32" per foot Level Trench Bottom Application rate = 1 .2 gpd/ sf (Tz ble o) Spacing of Absorption Trench-G on center Design flow = I I O gpd/bdrm (Table I ) Trench Profile Note: Flow rate based on the use of Water Saving Fixtures (Post 199 1 ) i.e. i .G gpf '.oilets and 3.0 gpm NOTE: Do not install trenches in wet soil. Tile field Trench System - Plan View Maximum faucet5/5howerhead5. Install trenches paralleitocontours. Install trenches as shallow as possible which meet above noted minimum depths. Rake sides and bottom of trench prior to placing gravel. Not to Scale Ends of all distributor pipes must be capped. Test Pit Results Figure 17 Absorption Trench Detail No.Bdrm5 Daily Design Flow Septic Tank Size Linear Ft of Tile #lines @ (LF) 0-5" Top Soil 2 300 ci 1 000 gal. 125 2 @ 5031 or 5" - 27" Meci. to fine. loamy sand (brown) 9p - 27" - 72" 5andy Loam (Tan) 450 d ► 87 5@40' Mottling @ 72", water @ 54" D tails 3 gp 1000 gal. 4 550 gpd 1 250 gal. 250 4 @ 50' of (Table #3) (Table 5) Standard Tile rench System fr Table of Tile Field 5ize5 Based on Soil Tests Percolation Design Rate = 3 to 5 Min/inch 114C U'rse el Predated, non water saving devices Situ to In Town of Queens ury County of Warren . Department of Health "Individual State of New York Note. These design details taken from the New York State D p Residential Wastewater Treatment 5y stems DE51GN HANDBOOK" 199G. 5caie5: A5 Shown Date : 20 May 2008 The wastewater treatment systems in this subdivision are designed and approved based Survey Map by on a design flow of i 10 gpd per bedroom. The 5y5tem5 were not designed to accomodate me water use fixtures such as Jacuzzi-t e s a tubs or water treatment equipment. ,.���t"" �� Asso IATES s0� extreme yp p •�Q�oFEssIo, i, .. raauma�,,,,,�� The installation of extreme water use fixtures is contrary to the approval of this realty �0 4 � `O' �''^�o�%, Surveyors Engineers �� � cy�, LAKE GEORGE, N1 W YORK 12545 5UbC iVi51on. = U = � r Sheet 2 of 2 541 r _� QU : 1 14