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2003-831 TOWN OF QUEENSBURY low742 Ba Road ueensb NY 128 02 5 7 1-820 y Q ury, 04 59 ( 18) 6 1 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20030831 Date Issued: Thursday, October 02, 2003 This is to certify that work requested to be done as shown by Permit Number P20030831 has been completed. Tax Map Number: 523400-240-000-0001-045-000-0000 Location: 2312 RIDGE Rd Owner: MARTHA A TAUSCHER Applicant: MARK WALKER This structure may be occupied as a: By Order of Town Board Septic Alteration Residential TOWN OF QUEENSBURY , 4 /A..-- Director of Building&Code Enforcement ��� TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 FVF Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20030831 Application Number: A20030831 Tax Map No: 523400-240-000-0001-045-000-0000 Permission is hereby granted to: MARK WAI,KFR For property located at: 2312 RIDGE Rd 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: MARTHA A TAUSCHER 75-38 UTOPIA Pkv Septic Alteration Residential Total Value FLUSHING, NY 11366 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2003-831 MARK WALKER SEPTIC ALTERATION AS PER PLOT PLAN SPECIFICATIONS $25.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday, September 30, 2004 (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 To7-ef-dkueensbtpr Tu sday, September 30, 2003 SIGNED BY - / r/' for the Town of Queensbury. Director of Building&kVode forcement Application for Permit—Septic Disposal System Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518) 761-8256 1. OWNER INFORMATION: Location of installatiogS /2 1,pp �,,,_ 4a ff.., aOffice Use J File Permit No. 3µ Tax Map No. �� / Fee Paid Owner's Name: NG( � (ot�€ b p Address: tl p f)e V 'e L c? e 2. INSTALLER'S NAME : &c.t. ft y. , u,� PHONE NO. l 9-Jz7-F- 3. RESIDENCE INFORMATION: (circle year of dwelling, indicate#bedroom(s) and multiply#of bedrooms with applicable gallons per bedroom to equal total daily flow) Year of House: No. of Bedrooms x Computation = Total Daily Flow x 150 gal/bdrm = 15 69 1980— 1991 x 130 gal/bdrm = 1991 —present x 110 gal/bdrm = Garbage Grinder Installed yes ' Spa or Hot Tub Installed yes / ' 4. PARCEL INFORMATION: (circle applicable information&indicate measurements) Topography Soil Nature Ground Water Bedrock or Impervious Material Domestic Water Si pply a ,ri--(27,17se at what depth at what depth municipal Rolling loam feet 5-- feet Steep slope clay if well; water supply %slope other from any septic-system depth: absorption is l e ft. other Percolation Test: (To be completed by licensed professional engineer or architect) Rate, / At IN if'minute per inch 5. 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:.,-"-- - gallon (min. size 1,000 gal) Tile Field: each trench ft. Total System Length: ft. Seepage Pit(s): number of size of each: ft. by ft. Size of Stone to be used: # / depth or thickness feet Bed System Size: / 7 x Alternative System: E-L 3E length and/or size /© se 2 6. HOLDING TANK SYSTEM: (if required) Number of tanks: / Size of each: gallons /TOTAL Capacity: gallons Note: Alarm System and associated electrical work must be inspected by a Town approved electrical inspection agency. 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read) 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 Queensbury Sanitary Sewage Disposal Ordinance. l [ Sig t rebf responsible person Date NACE ENGINEERING, P.C. 169 Haviland Road, Queensbury, NY 12804 Phone-518-745-4400 Fax -518-792-8511 September 29, 2003 Project# 49123 Mr. Jay Sweet Queensbury Septic PO Box 4283 °3_ 3. Bay Road Lake George, NY 12845 Re: Percolation Test Walker Residence, 2312 NYS Route 9L (Ridge Road), Queensbury,NY Dear Jay: At your request, on September 27, 2003, we performed a percolation test and deep test pit observation at the Walker residence located at 2312 Ridge Road Queensbury, NY. The test was performed to the south of the existing residence in the location where construction of a replacement leach field is proposed. The results of the testing are as follows: Percolation Test Stabilization percolation rate - 1" in 1 minute, 18 seconds The test was run in approximately the center of the proposed replacement absorption field in loamy sand and gravel fill at a depth of 24 inches in a 30 inch deep hole. The hole was presoaked with 6 gallons of water and the test was run 4 times until it stabilized with three consecutive runs of 1:11, 1:13 and 1:18 respectively. The deep test pit observations were performed at the northwest and southeast corner of the proposed absorption bed area. The following soil conditions were observed: 0 to 6 inches - topsoil 6 to 36 inches - imported loamy sand and gravel fill 36 to 60 inches - native sand and gravel 60 inches - bedrock Prior to the placement of the fill material, a deep test pit was performed in approximately the center of the proposed absorption bed area. This test pit showed that there was 24 inches of native sand and gravel above the bedrock. Mrs. Walker informed us that they had replaced all toilets and faucets in the house with water saving fixtures approximately 10 years ago and that she had just installed a water saving washing machine. Therefore, the replacement absorption bed for this 3 bedroom residence should be designed for a design flow rate of 330 gallons per day and would require the installation of a minimum of 10 Eljen In-Drains in a minimum 10' by 22' absorption bed. Side slopes of the fill around the absorption bed shall be 3 feet horizontal to 1 foot vertical on all sides. Please call me if you have any questions. Sincerely, Thomas R. Center Jr., EIT COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL j. Permit No. Cert. No 8 1 4 66 Cut-in Card No. Owner a)frzle-e.:572-- Location / sat P 6&" /2.0A Installation Consisting of -%—lt..q..;72' r4444/41—ea,(,)r/2 ihotop_e4 Installed By hi Stf () Lic.No. The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall b • omptly made for inspection. Inspectors of this Company shall have the privilege of makiiPections at any time, and if its rules are violated,the Company shall have the right to r ke thi • tifica . Date ./CD—Z---4) INSPECTOR Member N.F.P.A.,I.A.E.I. y fJôci Septic Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ Depart: ,Es"0 am/pm 742 Bay Rd.,Queensbury,NY 12804 c Ins e Iniiti s: f/ NAME: ( �c��^ PERMIT NO.: 0g3/ LOCATION: <3 l �- INSPECT ON: / D - — 0 RECHECK: Comments and/or diagram Soil Typ . and/1 /Cla Type of Water: Municipal Well Water Waterline separation distance _ ft. Well separation distance /0-0 ft. Other wells: r ft. Absorption Field: Total lengthec As..' LyS . qo ft. Length of each trench _ -J� ft. Depth of trenches V..,.vvw>p ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping S' T e Building to tank Pu. 44. y-`=r D Tank to Box U 4er 1 o jr Distribvti•n.Box to Field-I Pit /l I Y rV� Opening Sealed: Y/N/Partial2_ 'D-'¢jp7, f Frcivi 1 r - _ , 20 Location/Separations Foundation to tank / ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan N Location of System on Property: / ,��4�CGC Front Rear Left Side Right Side l Middle Front Middle Re. System Use Sta tuApproved 7Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved L\SueHemingway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 ty. .. , ---;,--- I 1 )4 1 1 TOWN ...t' Ci',1,.;,:-...--.:...i-:•,: t)t--<'t 7 1\, I I il DATE , ill- ' e „„. - .. cl N,z----- 6 C' ( .P Acs C (c) 45-K-D- 1"1 h..',',T. n Or ',)b5;erved, or believe I saw evidence of, 1 trees, fences, etc., 7iiso represent that l have t-,f-2 r'istances se forth on the diagram." RE M-SLNATU r -'5- DATE i