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SEP-0513-2018TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY 12804-5904 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: SEP-0513-2018 Date Issued: Friday, January 18, 2019 This is to certify that work requested to be done as shown by Permit Number has been completed. SEP-0513-2018 Tax Map Number: Location: Owner: 302.14-1-73 32 PERSHING RD David Wiles Applicant:Sanitary Sewer Service This structure may be occupied as a: Residential Septic Alteration By Order of Town Board 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 Planning Board or Zoning Board of Appeals. Director of Building & Code Enforcement TOWN OF QUEENSBURY � ; j' .r 4 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 if Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: SEP-0513-2018 Tax Map No: 302.14-1-73 Permission is hereby granted to: Sanitary Sewer Service For property located at: 32 PERSHING 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 • Owner Name: David Wiles Septic Disposal-Residential $0.00 Owner Address: 32 Pershing RD Total Value $0.00 Queensbury,NY 12804 - . Contractor or Builder's Name/Address - . . Electrical Inspection Agency • Sanitary Sewer Service PO Box 224 Glens Falls,NY 12801 Plans&Specifications Residential Septic Alteration ' • $ 75.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Tuesday, August 13,2019 (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 t e exp4iration date.) Dated at the To of.Que bury M�, "st 13,2018 SIGNED BY: Ns for the Town of Queensbury. Director of Building&Code Enforcement SEPTIC DISPOSAL PER lagLIMINI E ice Use Only " Qticen 742 Bay Road,Queensbury, 1 504 �� i Tosvn afO ccs ury P:518-761-8256 MPw.qu urts•r, �(71 20180 "r iiit#: s Tax Map ID#: 302.14-1-73 er it Fee:$ " .(06 ; Invoice#: 0r74,�, TOWN OF QUEENSBURY 1 Project Location: 32 PERSHING ROAD BUILDING&CODES Seplic Variance? Yes No Primary Owner(s) DAVID WILES Mailing Address 32 PERSHING ROAD,QUEENSBURY NY Phone&Email Installer/Builder SANITARY SEWER SERVICES Mailing Address LUZERNE ROAD Phone&Email 518-796-3760 Engineer CENTER PROJECT SERVICES,TOM CENTER Mailing Address 73 SHERIDAN STREET GLENS FALLS,NY Phone& Email 518-796-2515 TCENTER36@YAHOO.COM Contact Person for Building&Code Compliance: T CENTER Phone: 5187962515 RESIDENCE INFORMATION: Year Built #of bedrooms X gallons per bedroom =total daily flow Garbage Grinder Yes e 1980 or older Installed? (circle one) Spa or Hot Tub Yes 1981-1991 installed? (circle one) 1992-Present 3 110 330 PARCEL INFORMATION: Topography X Flat Rolling Steep Slope %Slope Soil Nature X Sand Loam Clay Other Groundwater At what depth? 58" Bedrock/Impervious material At what depth? NA Domestic Water Supply g Municipal X Well(if well,water supply from any septic system absorption is NA ft.) Percolation Test Rate: 1 per minute per inch(test to be completed by licensed engineer/architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION: Tank size EX. 1,000 gallons(min.size 1,000 gallons,add 250 gallons for each garbage cylinder or spa/hot tub System Absorption field with#2 stone Total length ft.; Each Trench ft. Seepage Pit with#3 stone How many: ;Size: Alternative System Bed or other type: 3 75 SF Holding Tank System Total required capacity? ;tank size ;#of tanks 2 NOTES:1.Alarm system&associated electrical work must be inspected by a Town approved electrical inspection agency;2.We will no longer allow systems to be covered until such time as an as-built plan is received and approved. The installed system must match the septic layout on file—no exceptions. Declaration:Any permit or approval granted which is based upon or is granted in reliance upon any material representation 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 and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. PRINT NAME: GEO DRELLOS,SANITARY SEWER SERVICES DATE: 8/9/18 TE: 8/9/18 SIGNATURE: DA • Town of Queensbury Building&Code Enforcement Revised February 2017 INSPECTION WORKSHEET (SEP-000424-2019) Town of Queensbury - Building and Codes - Fire Marshal 742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal SEP-0513-2018Permit Case Number:Case Module: Thu Jan 17, 2019Passed Inspection Date:Inspection Status: John O'BrienSeptic Inspector:Inspection Type: 32 PERSHING RD302.14-1-73 Job Address:Parcel Number: Queensbury, NY 12804 Contact TypeCompany NameName Granted PermissionSanitary Sewer Service ApplicantSanitary Sewer Service Primary OwnerWiles, David ContractorSanitary Sewer Service Checklist ItemPassedComments Building Inspector NotesYES8/16/18 Septic System Partial Approval -Submit Engineer's Report 1/14/19 Septic System Partial Approval - Submit Engineer's Report 1/17/19 Septic System Approved - Received Engineer's Report and As-Built Septic Plan Type of Water: Municipal / Well WaterYESMunicipal Absorbtion Fields: Total LengthYES70 ft 15 ft x 25 ft bed Length of Each TrenchYES3@20 ft End is looped Depth of TrenchesYES24 inches - 30 inches Jan 17, 2019Page (1) INSPECTION WORKSHEET (SEP-000424-2019) Checklist ItemPassedComments Size of StoneYES#2 Building to TankYESExisting Tank to Distribution BoxYES4 inch sdr35 pvc Distribution box to Field / PitYES4 inch sdr35 pvc to 4 inch sdr35 pvc perforated End CapYESEnd Looped Foundation to TankYESExisting Foundation to AbsorptionYES20 ft Engineer Report and As-BuiltYES8/16/18 Septic System Partial Approval -Submit Engineer's Report 1/14/19 Septic System Partial Approval - Submit Engineer's Report 1/17/19 Septic System Approved - Received Engineer's Report and As-Built Septic Plan Location of system on propertyYESFront left side System Use StatusYES8/16/18 Septic System Partial Approval -Submit Engineer's Report 1/14/19 Septic System Partial Approval - Submit Engineer's Report 1/17/19 Septic System Approved - Received Engineer's Report and As-Built Septic Plan O'Brien, John (Inspector) Jan 17, 2019Page (2) CENTER PROJECT SERVICES 73 Sheridan Street, Glens Falls,NY 12801 Phone-518-796-2515 August 4, 2018 John O'Brien D ll Y E Project#275 Code Enforcement Officer Town of Queensbury 11 AUG 10 2018 11..)) 742 Bay Road TOWN OF QUEENSBURY Queensbury,NY 12804 BUILDING&CODES Re: Wiles—Replacement Septic System Dear Dave: On August 2, 2018, I performed a deep soil test pit and percolation test at the Wiles residence located at 32 Pershing Road in Queensbury. The test was performed to the north of the existing residence in the location where construction of a new leach field is proposed. The residence has an existing failed septic system which will be decommissioned upon completion and certification of the replacement system. The results of the testing are as follows: Deep Soil Test Pit 0-8" Topsoil FILE COPY 8—31" Loamy Medium Coarse Sand 31 —65" Medium Coarse Sand Mottling observed at 58",No groundwater observed. Percolation Test Stabilization percolation rate- 1"in 1 minute, 05 seconds The hole was presoaked and the test was run 3 times until it stabilized with three consecutive runs of 1:02, 1:05 and 1:05 respectively. The design flow for this 3 bedroom residence at 110 gpd per bedroom requires 374 sf of absorptive area. The new replacement absorption system should consist of the existing 1,000 gallon septic tank located north of the residence, a new distribution box, a 15 foot wide by 25 feet long absorption bed (375 sf) with 3 — 20 foot long laterals located to the northeast of the residence. See the typical detail sheet attached for installation details. Please call me if you have any questions. Sincerely, Thomas R. Center,PE INSPECTION WORKSHEET (SEP-000212-2019) Town of Queensbury - Building and Codes - Fire Marshal 742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal SEP-0513-2018Permit Case Number:Case Module: Mon Jan 14, 2019Partial Pass Inspection Date:Inspection Status: John O'BrienSeptic Inspector:Inspection Type: 32 PERSHING RD302.14-1-73 Job Address:Parcel Number: Queensbury, NY 12804 Contact TypeCompany NameName Granted PermissionSanitary Sewer Service ApplicantSanitary Sewer Service ContractorSanitary Sewer Service Primary OwnerWiles, David Checklist ItemPassedComments Building Inspector NotesNO8/16/18 Septic System Partial Approval -Submit Engineer's Report 1/14/19 Septic System Partial Approval - Submit Engineer's Report Type of Water: Municipal / Well WaterYESMunicipal Absorbtion Fields: Total LengthYES70 ft 15 ft x 25 ft bed Length of Each TrenchYES3@20 ft End is looped Depth of TrenchesYES24 inches - 30 inches Size of StoneYES#2 Jan 14, 2019Page (1) INSPECTION WORKSHEET (SEP-000212-2019) Checklist ItemPassedComments Building to TankYESExisting Tank to Distribution BoxYES4 inch sdr35 pvc Distribution box to Field / PitYES4 inch sdr35 pvc to 4 inch sdr35 pvc perforated End CapYESEnd Looped Foundation to TankYESExisting Foundation to AbsorptionYES20 ft Engineer Report and As-BuiltNO8/16/18 Septic System Partial Approval -Submit Engineer's Report 1/14/19 Septic System Partial Approval - Submit Engineer's Report Location of system on propertyYESFront left side System Use StatusNO8/16/18 Septic System Partial Approval -Submit Engineer's Report 1/14/19 Septic System Partial Approval - Submit Engineer's Report O'Brien, John (Inspector) Jan 14, 2019Page (2) INSTALLATION OF DISPOSAL FIELDS 1. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING, 6. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL C 14CRM OR STONE AND SHALL BE IN ACCORDANCE WITH THE N.Y.S. AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY AMMOMIATr MAMM ADM IE DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS, AND FROM THE DISPOSAL FIELD. � a COVERS ASTM F481-76 INSTALLATION OF THERMOPLASTIC PIPE AND RCCamLom- CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. 7. REMOVE LEAVES, ROOTS, PLANTS AND ORGANIC DEBRIS. PLOW SURFACE PRIOR 2. NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE LIMITS TO SPREADING FILL MATERIAL n er eArFtE""AU0%STWr,T=S ' COM Over OF THE DISPOSAL FIELDS AFTER PIPE INSTALLATION HAS BEGUN. 8. DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION FIELD AREA. s1 DISTINAM N Box 3. AFTER EXCAVATION OF ABSORPTION BED TO THE DEPTHS REQUIRED, 9. PLACE FILL AND ALLOW TO STABILIZE IN ACCORDANCE WITH NEW YORK STATE �MUM Olt THE WALLS AND FLOOR OFABSORPTION BED SHOULD BE CLEANED DEPARTMENT OF HEALTH STANDARDS. AND RAKED TO ACHIEVE AN EVEN SURFACE AND TO LOOSEN SMEARED SECTIONS OF TRENCH. v4�FOOT NK sLoFE 4. PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND UNTREATED BUILDING INSTM ve PeR POOTALL E SET avexis PAPER OR STRAW SHALL BE AS SHOWN, AND CARE SHALL BE `'��TAW TO BE SET AT vet EILAGTLY THE SAMC EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND / DISTRIBUTION BOX Qm TIOF W=Wmms OTHER WASTE MATERIAL IN THE STONE AND PIPE. ILM MOOR W) 5. THE PIPE SHOULD BE LAID AT THE GRADES AND TO THE 1 RELATIONSHIPS SHOWN ON THIS DRAWING, MAINTAINING STRAIGHT J CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS u ujO OR OTHER UNSUITABLE CONDITIONS. THE PIPE SHALL BE LAID � z WITH ��wTH THE HOLES DOWN IN ALL CASES. m w O c.� 1-- Y �z oc a 0 COP Z- J w w F ILECL 4 U)w � LEUN 0 G oNT.s. Q CD w ¢ juj _ J LL -, Lu O QUEENSMRY PLACE PROPERTY c —i LINE 12" MAX = � Lu� co c0 n C3 C a 16 MIN. � Z =_ L w AM 0 w IS' WIDE BY 25'LONG ABSORPTION BED 1_ _ co = z F=. r a INTERCONNECT ENDS 3 - 20 ABSORPTION LATERALS 6" MIN. BOTTOM OF BED cn O 4" PERFORATED P OF LATERALS Lu ¢ u' ~ W 1 LATERAL LAID LEVEL = v O - Q U caRAc� STANDARD ABSORPTION BED PROFILE .0 d MIN. ?0 0. N.T.S. af 0 NEW M/N .� TOWN OF QU _ � > r�to o BUILDING & O r- m s cu D-Box hOUSE cO s` Reviewed B v; �, � SWALE AT UPHILL SIDE PROPERTY AWAY FROM BED Date® nl a OF BED TO DRAIN RUNOFF EX 1000 GAL SEPTIC TANG /- LINEt SLOPED TO DRAIN CV) M W W W f _ ✓ EARTH r �^`.,t-Lx 6" TO 12" BACKFlLL FILL 1010.• •. PROPERTY ,t-"' FILTER FABRIC LIE OR GEEgOT�EXpTILE se• 'i 2- MIN. I / 4" PLATERALTED ... •"�=::,=�;�-:_ �; 6" MIN. 'r. .;•-: i o I \_3/4" TO 1 1/2" NO WELLS OBSERVED WRHN 100 FT _'�;�� ( ii a _ I CRUSHED STONE €: 2.�. PROPERTY ;#'9' �` =_'ti �,. : 5-O' (rn l 5-O 24' MIN.2�-6"~ ALL PROPERTIES SERVED BY TOWN WATER f LINE '" O MM �i. GRUNDWATE ?. c� R ELEVATION - SEWAGE DISPOSAL LAYOUT NOTES_ ■mmomm STANDARD ABSORPTION BED SECTION L Tu Mm TO Be 100'OR MOTS IRON ANY 4. DISPOSAL FIELD SHALL BE CONSTRUCTED PARALLEL LAIF.SWAMP.MC 1 OR WATM=MSE AND W WIT"CONTOUR Lms. OR MORE FROM ANY WATER LW UNDER PRESSURE OR N-WOMD POOL SEPTIC SYSTEM 2- FOR SEWADC rm arnvm MOUSE AM D*7M ION Box CENTER PROJECT WILES RESIDENCE USE DUCTWE OR CAST RON"T- OR SUMLE 40 DETAILSWRh cew 32 PERSHING ROAD PVO m.,oars. SERVICES a D%CMARW FOOTNC4 ROOF AND C u.M Dmmw 73 SHERIDAN STREET QUEENSBURY AWAY FROM Sr*MtWZ SYSTEM. GLENS FALLS, NY ' NY Fos #275 SCAM NOT TO SCALE BAPS: 06/04/18 CENTER PROJECT SERVICES 73 Sheridan Street, Glens Falls,NY 12801 Phone 518-796-2515 August 18, 2018 Project# 275 John O'Brien Code Enforcement Officer Town of Queensbury AS B�I LT 742 Bay Road Queensbury,NY 12804 Re: Wiles Residence—Replacement Septic System Dear John: This letter is to inform you that we inspected the completed replacement septic system for the Wiles residence located at 32 Pershing Road in the Town of Queensbury on August 16, 2018. The replacement septic system as installed was1�5 ft woom home and consisted of the de by 25 ft long absorption existing 1,000 gallon septic tank, new distribution box and a bed with 3 —20 ft long pipe and stone laterals. The system conforms to the requirements of the approved replacement septic system design. Please call me if you have any questions. Sincerely, 4>P17 -- Thomas R. Center, PE IrCEOWEE0 JAN 16 2019 TOWN OF QUEENSBURY BUILDING&CODES r INSTALLATION OF DISPOSAL FIELDS 1. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING, 6. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL coNCREre OR AM AND SHALL BE IN ACCORDANCE WITH THE N.Y.S. AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY APPROxruTE CONCR ASO ALL DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS, AND FROM THE DISPOSAL FIELD. FnsM GRADE euRR:D GOVER5 ASTM F481-76 INSTALLATION OF THERMOPLASTIC PIPE AND RECOMSTmED. CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. 7. REMOVE LEAVES, ROOTS, PLANTS AND ORGANIC DEBRIS. PLOW SURFACE PRIOR Q Li 2. NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE LIMITS TO SPREADING FILL MATERIAL. INLET BAFFLE 12'MN.COVER OVER OF THE DISPOSAL FIELDS AFTER PIPE INSTALLATION HAS BEGUN. 8. DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION FIELD AREA. ALL STRUCTURES #1 DISTRBunoN Box 3. AFTER EXCAVATION OF ABSORPTION BED TO THE DEPTHS REQUIRED, 9. PLACE FILL AND ALLOW TO STABILIZE IN ACCORDANCE WITH NEW YORK STATE BY FORT MJ.ER OR THE WALLS AND FLOOR OFABSORP11ON BED SHOULD BE CLEANED DEPARTMENT OF HEALTH STANDARDS. EQUAL AND RAKED TO ACHIEVE AN EVEN SURFACE AND TO LOOSEN m,SLOPE 0 O SMEARED SECTIONS OF TRENCH. 1/4'PER FOOT MN SLOPE 4. PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND UNTREATED BUILDING LB'PER FOOT I ALL OUTLET INVERTS PAPER OR STRAW SHALL BE AS SHOWN, AND CARE SHALL BE I�� (�* t1>fI I� EXISTING sEPnc raMx vEL TO BETHE AT EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND L_.,C lJ �/ rr ELEVATION. OTHER WASTE MATERIAL IN THE STONE AND PIPE. DISTRIBUTION BOX CUSE of SPEED mnmts ura ENCOURAGED) 5. THE PIPE SHOULD BE LAID AT THE GRADES AND TO THE RELATIONSHIPS SHOWN ON THIS DRAWING, MAINTAINING STRAIGHT FjAN 16 20i9 CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS OR OTHER UNSUITABLE CONDITIONS. THE PIPE SHALL BE LAID WITH THE HOLES DOWN IN ALL CASES. TOWN OF QUEENSBURY 0 _ BUILDING&CODES 12" MAX EXISTMG SEPTIC TANK - N.r.s. — - 6" MIN. o ! I + QUEENSBURY PLACE PROPERTY 6" MIN. INTERCONNECT ENDS p L1� BOTTOM OF BED 4" PERFORATED PVC OF LATERALS LATERAL, LAID LEVEL STANDARD ABSORPTION BED PROFILE MS BUILT 15' WIDE BY 25' LONG ABSORPTION BED N.T.S. 3 — 20' ABSORPTION LATERALS // SWALE AT UPHILL SIDE / OF BED TO DRAIN RUNOFF D-BOX GARAGE AWAY FROM BED SLOPED TO DRAIN -B a IQ O EARTH p. �O 20.0• 6" TO 12" BACKFILL FILL EIEXTICORGOLE 350, ROUSE 2" MIN. 4" P&F tTED PROPERTY 6" MIN. o o 3/4" TO 1 1/2" LINE CRUSHED STONE 5-0 24" -6 EX.EX. L000 GAL SEPTIC TANK MAXIMUM GROUNDWATER = ELEVATION PROPERTY LINE STANDARD ABSORPTION BED SECTION i NO WELLS OBSERVED WITM 100 FT PROPERTY RECORD D RAW I N G ALL PROPERTIES SERVED BY TOWN WATER LINE INSTALLATION DATE: 8/XX/18 srwwcE ols u uroul—rsTdc ols"r c nor TO rr[ INSTALLED BY — SANITARY SEWER NOTES: L TILE FIELD TO BE 100'OR MORE FROM ANY 4. DISPOSAL FIELD SMALL BE CONSTRUCTED PARALLEL LAW—SWAMP.DITCM OR WATERCOURSE AND 10' WITM CONTOUR LINES. OR MORE FROM ANY WATER LINE UNDER ME55M OR IN-GROUND POOL SEPTIC SYSTEM 2 FOR SEWAGE PPE BETWEEN MOU5E NO IN57MMON BOX CENTER PROJECT WILES RESIDENCE DETAILS USE MXTLE OR CAST IRON PPE.OR 5CMMIE 40 SERVICES 32 PERSHING ROAD PVG WITM C 2494TED JOINTS. 3. DISCHARGE FOOTING.ROOF AM CELLAR DRAINAGE 73 SHERIDAN STREET QUEENSBURY NY AWAY FROM SEWERAGE SYSTM GLENS FALLS, NY ' JOB #275 SCAM: NOT TO SLUE DATE: GS/04/18