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SEP-000721-2016 TOWN 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-000721-2016 Date Issued: Thursday,November 10, 2016 This is to certify that work requested to be done as shown by Permit Number SEP-000721-2016 has been completed. Tax Map Number: 302.14-2-33 Location: 14 NORTHUP DR Owner: William Roberts Applicant: William Roberts This structure may be occupied as a: Residential Septic Alteration By Order of Town Board TOWN OF QUEE[NSSBURY 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 Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 01W 1 Community Development-Building& Codes (518)761-8256 BUILDING PERMIT Permit Number: SEP-000721-2016 Tax Map No: 302.14-2-33 Permission is hereby granted to: Sanitary Sewer Service For property located at: 14 NORTHUP DR 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 riled and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance Tvce of Construction Owner Name: William Roberts Septic Disposal-Residential $0.00 Owner Address: 14 Nonhup DR 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 $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,October 20,2017 (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 Town of eensb / / �turs WO ,2016 SIGNED BY: r the Town of Queensbury. Director of Building&Code Enforcement SEPTIC DISPOSAL PERMIT Office Use Onev Received Doi€ I 22 Tax Map ID TAX MAP zG' f�-a^13 Permit No. ✓ Permit.Fee LeBA7eiv apixarALLA?! Approvals: /r7� APPL/CAN7 J�� I y SA n1 / ` O+` C"fl PHONE/!~MAIL, 2'Y,-- K % J" ADDRESS (1-0P// r- ims-FAL ARRA—HReFA: r 1 �_,t z ADDRESS: PO, J/Y '2Z % PHONEIE-MAIL I �•, { 1 }; ;'i.li�i Address CONTAOT PERSON FOR®U/G911M a'r GODE6 99MEMAN6E: C`�O P ` � e //C-� /p PHONE �✓ 7d o f4ES115ENOI:IN909MAMAF CC � Cin I Year Built 9 or bedrooms n Gallons per bedroom =Total Daily now 198.0 or older 3 lQ 93D Garbage grinder installed —Y N 1961-1991 Spa or HotTub installed _Y KN ]992-Present PARCEL INFORMATION Topography Plat rolling _Steep slope _%slope Soil Nature Sand Loam _Clay _Other Groundwater At what depth? Bedrock I impervious Material Atwhatdepih� n Domestic Water Supply �Municipal _well(1twell,water supply from any septic system absorption is_R.) Percolation Test Rate: /- / per minute per inch(test to be completed by licensed engineering i architect) PROPOSED aySTEM FOR NEW CONSTr7UCTJON Tank Size gallons(m nimum size 1,000 gallons,add 250 gallons to size for each garbage grinder or spa or hot tub) System Type Absorption field with#2 stone Total length_fL;Each trench Seepage Pit with 49 stone How many- _size AiternaM SYatem Bed or other type? 7 'x Z s Holding Tank System Total required capacity? Tank size s ottanks_ o w 1)Mamt system&associated electrical wadcmust be inspected by a Town approved electrical inspection agency;2)We will no longer allow systems to oe covered until such time as an As-auilE plan is resolved&approved. The installed system must match the septic system layout on file-no QW00115. pZ0&.4RAr'70N: Any permit or approval granted which is based upon or is granted in reliance upon any material representation or failure to make a metal fai fact or circumstance know by or on behalf of an applicant, shall be Vold. I have read the regulations and agree to abide bMt qae and ailr9quire l of the Town of Queensbury Sanitary Sewage Disposal Ordinance. Print Names (_ 'ce c-' iJ Data: Signature:`' Date: /o - /F - /6 Town of Queensbury Building&Codes Septic Disposal Permit Juiy 2014 73 Sheridan Street, Glens Falls,NY 12801 Phone-518-796-2515 October 14,2016 Project# 239 Dave Hatin Code Enforcement Officer Town ofueensb 742 Ba mY S�GO� s JNIGII(18 Bay Road AanasN33n 2Or�vc Queensbury, NY 12804 !. � ; 9107, 8 T .I^•� ,l Re: Roberts—Replacement Septic S}tsp Dear Dave: On October 12, 2016, I performed a deep soil test pit and percolation test at the Roberts residence located at 14 Northup Drive in Queensbury. The test was performed to the west 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. TOWN OF QUEENSBURY The results of the testing are as follows: BUILDING DEPARTMENT Deep Soil Test Pit Based on our limited examination,compliance with our comments shall not be construed as 0—11" Topsoil indicating the plans and specifications are in 11 —27" Loamy Medium Fine Sand full compliance with the Building Codes of New York State. 27—72" Medium Fine Sand TOWN OF QUEENSBURY No Mottling or groundwater observed. BUILDING & CODES DEPT. Percolation Test Reviewed By- Q0 Stabilization percolation rate - 1" in 1 minute, 01 Ye�0�id L� The hole was presoaked and the test was run 4 times until it stabilized with three consecutive runs of 1:00, 1:01 and 1:01 respectively. The design flow for this 3 bedroom residence at 110 gpd per bedroom requires 347 sf of absorptive area. The new replacement absorption system should consist of the existing 1,000 gallon septic tank located east of the residence, a new distribution box, a 20 foot wide by 25 feet long absorption bed (500 sf) with 4 — 20 foot long laterals located to the north of the existing residence. See the typical detail sheet attached for installation details. Please call me if you have any questions. Sincerely, Thomas R. Center, PE 302.14-2-33 SEP 721 -2016 Bill & Lysanne Roberts 14 Northup Drive Septic Alteration INSTALLATION OF DISPOSAL FIELDS 1. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING, 6. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL CONCRETE OR STONE AND SHALL BE IN ACCORDANCE WITH THE N.Y.S. AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY APPROXIMATE MARKER ABOVE ALL DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS, AND FROM THE DISPOSAL FIELD. FINISH GRADE SURRIED COVERS ASTM F481-76 INSTALLATION OF THERMOPLASTIC PIPE AND RECOMMENDED. CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. 7. REMOVE LEAVES, ROOTS, PLANTS AND ORGANIC DEBRIS. PLOW SURFACE PRIOR Li L-i 2. NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE LIMITS TO SPREADING FILL MATERIAL. INLET BAFFLE7:rALL MIN. COVER OVER OF THE DISPOSAL FIELDS AFTER PIPE INSTALLATION HAS BEGUN. 8. DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION FIELD AREA. STRUCTURES 7 DISTRIBUTION 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 MILLER OR THE WALLS AND FLOOR OFABSORPTION BED SHOULD BE CLEANED DEPARTMENT OF HEALTH STANDARDS. EQUAL AND RAKED TO ACHIEVE AN EVEN SURFACE AND TO LOOSEN MIN.SLOPE SMEARED SECTIONS OF TRENCH. Ile PER FOOT MIN.SLOPE 4. PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND UNTREATED BUILDING J Ile PER FOOT ALL OUTLET INVERTS PAPER OR STRAW SHALL BE AS SHOWN, AND CARE SHALL BE EXISTING 1000 SEPTIC TANK TO BE SET AT \ VEL EXACTLY THE SAME EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND ELEVATION. OTHER WASTE MATERIAL IN THE STONE AND PIPE. tj>. DISTRIBUTION BOX NSE OF SPEED LEVELERS wu ENCOURAGED) 5. THE PIPE SHOULD BE LAID AT THE GRADES AND TO THE v ::F RELATIONSHIPS SHOWN ON THIS DRAWING, MAINTAINING STRAIGHT wz ' w CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS u O a v Q OR OTHER UNSUITABLE CONDITIONS. THE PIPE SHALL BE LAID p v � —� p WITH THE HOLES DOWN IN ALL CASES. J w w oco t- ¢ U)L> z ea C pw ¢ o J W LTJ = =cJ EXISTING SEPTIC TANK o' N.T.S. J W Uj Z U'� � (%J J U " a 0Ujp 3 12" MAX ����. ���, =IIII= Lu 0 6" MIN. z F cl � o cn O o INTERCONNECT ENDS w ¢ Q 6" MIN. aL Z _ BOTTOM OF BED 4" PERFORATED PVC OF LATERALS w HOUSE I LATERAL, LAID LEVEL :' , �_ jj STANDARD ABSORPTION BED PROFILE ,/( U ''•=J'=• _` N.T.S. .J O O_ O `� 3 01 EX. 1,000 GAL SEPTIC TANK dtai-j fit. _ 10.0' NEW DISTRIBUTION BOX SWALE AT UPHILL SIDE PROPERTY w OF BED TO DRAIN RUNOFF d `r MIN ° SLOPED TO DRAIN UNE a 4 - 20' ABSORPTION LATERALS AWAY FROM BED EARTH 6. 6" TO 12" BACKFILL FILL iq r4- FABRIC S OTEXTILE 20' WIDE BY 25' LONG ABSORPTION BED 2" MIN. I &RIF TED 000 6" MIN. I o00 0 3/4" TO 1 1/2" CRUSHED STONE CONCRETE APRON NO WELLS OBSERVED WITHIN 100 FT 2'-6" 5-O" 5'-0" 5-0" 2-6" CDP.) 24" MIN. ALL PROPERTIES SERVED BY TOWN WATER MAXIMUM GROUNDWATER IN-GROUND POOL ELEVATION STANDARD ABSORPTION BED SECTION SEWAGE DISPOSAL LAYOUT NOTES: wr To mu 1. TILE FIELD TO BE 100'OR MORE FROM ANY 4. DISPOSAL FIELD SHALL BE CONSTRUCTED PARALLEL LAKE, SWAMP, DITCH OR WATERCOURSE AND 10' WITH CONTOUR LINES. SEPTIC SYSTEM CENTER PROJECT OR MORE FROM ANY WATER LINE UNDER PRESSURE OR IN-GROUND POOL ROBERTS RESIDENCE Z SEUCET PP' OR DISTRIBUTION B°X DETAILS SEWAGE � ASO . SCHEL4 SERVICES 14 NORTHUP DRIVE PVC WITH CEMENTED JOINTS. 73 SHERIDAN STREET 3. DISCHARGE FOOTING, ROOF AND CELLAR DRAINAGE QUEENSBURY, NY AWAY FROM SEWERAGE SYSTEM. GLENS FALLS, NY JOB #239 SCALE: NOT TO SCALE DATE: 10/12/16 t i 73 Sheridan Street, Glens Falls, NY 12801 Phone-518-796-2515 November 10, 2016 Project#239 Dave Hatin -------- -- _ . Code Enforcement Officer Town of Queensbury 1 742 Bay Road I ; NOV Yl tS L 016 Queensbury, NY 12804 i i I•p' N,^(' ! -C'"iV Re: Roberts Residence- Replacement Septic System " Dear John: This letter is to inform you that we inspected the completed replacement septic system for the Dalton residence located at 14 Northup Drive in the Town of Queensbury on November 10, 2016. The replacement septic system as installed was for a 3 bedroom home and consisted of a new 1,000 gallon septic tank, new distribution box and a 20 ft wide by 25 ft long absorption bed with 4-20 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, oTIT m R Center, PE 7% INSTALLATION OF DISPOSAL FIELDS 1. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING, 6. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL STONE AND SHALL BE IN ACCORDANCE WITH THE N.Y.S. AND TO DI ERT SURFACE RFAEERUNOFF FROM ADJACENT AREAS AWAY APPROXIMATE MARKER ABOVE ALLCONCRETE OR DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS, AND FINISH GRADE euRRITD COVERS ASTM F481-76 INSTALLATION OF THERMOPLASTIC PIPE AND RECOMMENDED. CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. 7. REMOVE LEAVES, ROOTS, PLANTS AND ORGANIC DEBRIS. PLOW SURFACE PRIOR TO SPREADING FILL MATERIAL. 2. NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE LIMITS INLET BAFFLE 112'MIN. COVER OVER OF THE DISPOSAL FIELDS AFTER PIPE INSTALLATION HAS BEGUN. 8. DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION FIELD AREA. ALL STRUCTURES 3. AFTER EXCAVATION OF ABSORPTION BED TO THE DEPTHS REQUIRED, 9. PLACE FILL AND ALLOW TO STABILIZE IN ACCORDANCE WITH NEW YORK STATE I ��11 DISTRIBUTION Box 9Y FORT MILLER OR THE WALLS AND FLOOR OFABSORPTION BED SHOULD BE CLEANED DEPARTMENT OF HEALTH STANDARDS. EQUAL AND RAKED TO ACHIEVE AN EVEN SURFACE AND TO LOOSEN MIN.SLOPE ©® SMEARED SECTIONS OF TRENCH. 1/4'PER FOOT MIN. SLOPE 4. PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND UNTREATED BUILDING 1/B'PER FOOT ALL OUTLET INVERTS PAPER OR STRAW SHALL BE AS SHOWN, AND CARE SHALL BE EXISTING 1000 SEPTIC TANK Ep TO BE SET AT RAVEL EXACTLY THE SAME EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND ELEVATION. OTHER WASTE MATERIAL IN THE STONE AND PIPE. DISTRIBUTION BOX EN�RA�® 5. THE PIPE SHOULD BE LAID AT THE GRADES AND TO THE wu RELATIONSHIPS SHOWN ON THIS DRAWING, MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS OR OTHER UNSUITABLE CONDI iIDNS. THE PIPE SHALL BE LAID WITH TUE HOLES DOWN IN ALL CASES. EXISTING SEPTIC TANK N.T.S. 12" MAXI 11,-III , III,= 3 � p I 6" MIN. C3 6" MIN. INTERCONNECT ENDS t c _ BOTTOM OF BED 4" PERFORATED PVC OF LATERALS HOUSE I LATERAL, LAID LEVEL f:'f RS STANDARD ABSORPTION BED PROFILE 2S N.T.S. / !+ ��{ EX. 1,000 GAL SEPTIC TANK ,^ �, SWALE AT UPHILL SIDE " PROPERTY �- 10'-I- OF BED TO DRAIN RUNOFF UNE ISTRIBUTTON PIP NEW DISTRIBUTION BOX AWAY FROM BED SLOPED TO DRAIN VENT EARTH 4 — 20' ABSORPTION LATERALS 6" TO 12" BACKFILL FILL FILTER FABRIC OR GEOIEXTILE 20' WIDE BY 25' LONG ABSORPTION BED-/ 2" MIN. 4" PLFf��F��4TED 00 6" MIN. p0° 3/4" TO 1 1/2" CRUSHED STONE CONCRETE APRON NO WELLS OBSERVED WITHIN 100 FT OTMIN. 6"ALL PROPERTIES SERVED BY TOWN WATER MAXIMUM GROUNDWATER _ IN-GROUND POOL ELEVATION STANDARD ABSORPTION BED SECTION SEWAGE DISPOSAL LAYOUT - AS BUILT NOTES: mr m a"E 1. TILE FIELD TO BE 100' OR MORE FROM ANY 4. DISPOSAL FIELD SHALL BE CONSTRUCTED PARALLEL LAKE, SWAMP,DITCH OR WATERCOURSE AND 10' WITH CONTOUR LINES. OR MORE FROM ANY WATER LINE UNDER PRESSURE OR IN-GROUND POOL ROBERTS RESIDENCE SEPTICSYSTEM 2. FOR SEWAGE PIPE BETWEEN HOUSE AND DISTRIBUTION BOX CENTER PROJECT DETAILS USE DUCTILE OR CAST IRON PIPE. OR SCHEDULE 40 SERVICES 14 NORTHUP DRIVE PVC WITH CEMENTED JOINTS. 73 SHERIDAN STREET QUEENSBURY NY 3. DISCHARGE FOOTING, ROOF AND CELLAR DRAINAGE GLENS FALLS, NY JOB % LE 239 SCA : NOT TO SCALE DATE: 11/10/16 AWAY FROM SEWERAGE SYSTEM.