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2015-249 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804.5904 (518)761-8201 4FL Community Development-Building&Codes (518)761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20150249-42040 Date Issued: Tuesday, March 21, 2017 This is to certify that work requested to be done as shown by Permit Number P20150249-42040 has been completed. Tax Map Number: 302.14-1-1 Location: 11 HUGHES CT Owner: Frances Parent, William Parent Applicant: William Parent This structure may be occupied as a: Residential Septic Alteration By Order of Town Board TOWN OF QUEENSSBURY Issuance of this Certificate of Compliance DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, �y�Y 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 41111161khou 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20150249 Application Number: A20150249 Tax Map No: 523400-302-014-0001-001-000-0000 Permission is hereby granted to: WILLIAM & FRANCES PARENT For property located at: 11 HUGHES Ct 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: WILLIAM & FRANCES PARENT 11 HUGHES Ct Septic Alteration Residential QUEENSBURY,NY 12804 Total Value Contractor or Builder's Name /Address Electrical Inspection Agency SANITARY SEWER GEORGE DRELLOS 792-7257 PO BOX 224 GLENS FALLS NY Plans&Specifications BP 2015-249 Residential Septic Alteration $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,July 15,2016 (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 o eens rY '• :lo •s t ay,July 15,2015 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement SEPTIC DISPOSAL PERMIT 1 Office Use Only OA TE Received Tax Map !DI I '3002. IH-) �! TAX MAP ID JUN 1 o it Nd J I1 cx l is---, _c/- Permit Fee 7rol : LOCATION OF INSTALLATION I 1 lA,�'ll i 5 ! k 1 _ Approvals: —NWT pP / BUILDING �i/�APPLICANT , ,fr,e/t/i--- William Parent BP 2015-249 ADDRESS // M h(s eou(/- 11 Hughes Court �� / r ����� Residential Septic Alteration INSTALLER/BUILDER: T l /PSC K 1;v-1Y/cc �29 �letil ADDRESS: Pe, io, ��/-� OWNER P/)-/`e"'74- PHONE/E-MAIL Address // /-4/9/eJ roa / CONTACT PERSON FOR BUILDINGt&CODES COMPLIANCE 67C-0 - C 11)^0._..-(4 r PHONE VA(--o 3766 RESIDENCE INFORMATION Year Built #of bedrooms X Gallons per bedroom =Total Daily Flow 1980 or older Garbage grinder installed _Y',..4.N 1981-1991 Spa or Hot Tub installed _Y `xN 1992-Present 3 //6) - ; 5 PARCEL INFORMATION Topography .Flat rolling Steep slope %slope Soil Nature cx Sand Loam Clay Other Groundwater At what depth? Bedrock/Impervious Material At what depth? Domestic Water Supply b�,Municipal Well(if well,water supply from any septic system absorption is ft.) Percolation Test Rate:/ - /-i53 per minute per inch(test to be completed by licensed engineering/architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION Tank Size !( r-C gallons(minimum 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 ft.;Each trench x Seepage Pit with#3 stone How many: ;size - Alternative System Bed or other type? 'ZO r x Z- ' Holding Tank System Total required capacity? Tank size #of tanks Notes: 1)Alarm system&associated electrical work must be inspected by a Town approved electrical inspection agency;2)We will no longer avow systems to be covered until such time as an As-Built plan Is received& approved. The installed system must match the septic system layout on file—no exceptions. DECLARAnoN: 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 know by or on behalf of an applicant, shall be void. I have read the regulations and agree to abide by-these and ll req ' ents of the Town of Queensbury Sanitary Sewage Disposal Ordinance. Print Name: /F'' -�``F Date: 6^-/0 -/ S Signature: . ,F3'.. ���� Date: 6 -/C -1 A-- Town 'Town of Queensbury Building&Codes Septic Disposal Permit July 2014 To eensbury Building &Code Enforcement Office No. (518) 761-8256 19✓''�- Septic Inspection Report Inspection request received: / V/ / Www/ Name: /VI-K..e-1,4 1 Inspected on: l Location: 1 11 H > ( T , Arrive: '• �•s-i� a.• p.m. Permit No.: I LI q Inspector's Initials: �/ •• ments and/or dia•ram Soil Typ-. Sai. L•_; lay Type W. : . ,'unici•. I..- Water Waterline sep. . .•- •istance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50'+/- Y N N/A [150'to well required if NO] Absorption Field: Total length etc- ft. Length of each trench WV2..pf t. F-' .w, k___e: 3? Depth of trenches vitu—eft. Size of Stone _�C Seepage Pits: Number Size: x Stone Size: Piping Size Type P 9 yP Building to tank ki ' lV• � Tank to Distribution Box L ' i,Vg----zth Distribution Box to Field/Pit L. v 'LC , VV.-77..0pip (- Opening Sealed: Y N End Capy t �)�� Inlet/Outlet Pipes&Baffles N Manholes 12"or less below grade [provide extension collar if Yes] Y Location/Separations .Foundation to tank Z\i ft. Foundation to absorption Separation of Pits ft. Conforms as per Plot Plan Y y'svEngineer Report and As Built Y G V � F—„) F--47b-,Ms— ETU rb _ ETU Maintenance Contract provided Y N �1 - `t�- �� Location of System o• ' .•erty: Front '- • fide fight Sid Middle Front iddle Re. System Use Status: ` Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office 4 Disapproved Septic Inspection Report Town of Queensbury Building & Code Enforcement Office No. (518) 761-8256 0P< Septic Inspection Report Inspection request received: /1-)1A 15 Name: PSN'\-' Inspected on: 2 \ Location: 11 ,E c,tS Cr Arrive: - i► 1a.m.C( Permit No.: IS— 7.149 Inspector's Initials: a�/ o - ents and/or dia•ram Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. ES A Well Casing Length 50'+/- Y N N/A *" \ [150'to well required if NO] 0 `c___€— Absorption Field: Total length ft. Length of each trench ft. G. L�17E\-- C...tIP 0 V-�iV- Depth of trenches ft. Size of Stone T t •iL�_ VE L�__5 Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/Pit �� Opening Sealed: _Y_N �� End Cap —Y—N J `CJ ` V67-- -c-i- I nlet/Outlet Pipes&Baffles _Y_N Manholes 12"or less below grade Y_N [provide extension collar if Yes] _Y_N Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan _Y_N Engineer Report and As-Built _Y__N ETU Maintenance Contract provided _Y_N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: roved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved1 4 1 Septic Inspection Report e CENTER PROJECT SERVICES 73 Sheridan Street, Glens Falls,NY 12801 Phone-518-796-2515 June 8, 2015 Project# 211 Dave Hatin Code Enforcement Officer Town of Queensbury William Parent BP 2015-249 742 Bay Road Queensbury,NY 12804 11 Hughes Court Residential Septic Alteration Re: Parent—Replacement Septic System Dear Dave: On May 11, 2015, I performed a deep soil test pit and percolation test at the Parent residence located at 11 Hughes Court in Queensbury. The test was performed to the northwest 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 FILE COPY o-4" Topsoil 4—33" Loamy Medium Fine Sand 33 — 70" Medium Fine Sand Mottling observed at 52" Groundwater observed at 64" Percolation Test Stabilization percolation rate - 1" in 1 minute, 19 seconds The hole was presoaked and the test was run 3 times until it stabilized with three consecutive runs of 1:01, 1:12 and 1:19 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 a new 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 northwest of the residence. See the typical detail sheet attached for installation details. Please call me if you have any questions. TOWN OF QUEE ' / U & � " '� B `t Sincerely, wedILDING B Reve Y•C• Date: � - Thomas R. Center, PE 12" 6" MIN. HOUSE 6. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY FROM THE DISPOSAL FIELD. 7. REMOVE LEAVES, ROOTS, PLANTS AND ORGANIC DEBRIS. PLOW SURFACE PRIOR TO SPREADING FILL MATERIAL B. DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION FIELD AREA. 9. PLACE FILL AND ALLOW TO STABILIZE IN ACCORDANCE WITH NEW YORK STATE DEPARTMENT OF HEALTH STANDARDS. Lh U E d.%f L6.�• Jura 10 2015 TOWN OF GUEENSBURY BED "- 4" PERFORATED PVC LATERAL, LAID LEVEL MIN. INTERCONNECT ENDS OF LATERALS SEPTIC PLOT PLAN I HAVE SEEN OR OBSERVED ALL OBJECTS o� SUCH AS HOUSES, WELLS, TREES, FENCES, ETC a'� ST' swALE AT UPHILL SIDE SHOWN ON THIS DOCUMENT, I HAVE PERSONALLY L --NEW i,DOD GAL SEPTIC TANK OF BED TO DRAIN RUNOFF ° AWAY FROM BED MEASU THE DISTAN SET ATH ON THIS DIAGRAM, p�„X\ 10.01 NEW DISTRIBUTION BOX SLOPED TO DRAT U /� UNE MIN. EARTH IPF DATE -- i 20' WIDE BY 25' LONG ABSORPTION BED _ 6" TO 12' BACKFILL FILL i 4 - 20' ABSORPTION LATERALS I OR FILTER FABRIC RRFF��ppppTED ' LE T4�0�4AS H o2 No WELLS OBSERVED WITHIN 100 FT CENTER JR a i2'MAX. 6" MIN. 4PL�I7ERRL ALL PROPERTIES SERVED 8Y TOWN WATER �.r#'° ° -;�' /% _ _ CRUSHED STONE SEIVAGE�i A�' tl _ 2•-6" 5,-0" -- 5•-0 5._o. -0 24" MIN.. 2 -6. vwos 4 NOTES- LM� UUMM E yy GRWANDMWAiER �� ELEVATION 1. THE FIELD TO BE 100' OR MORE IR611 ANY LAKE, SWAMP, DITCH OR WATERCOURSE AND 10' OR MORE FRCM ANY WATER LINE UNDER PRESSURE OR W-GROUNO POOL ABSORPTI+;�N BEL: SE.C'tiON 2 FOR SEWAGE PIPE BETWEEN HOUSE AND DISTRIBUTION BOX USE DUCTILE OR CAST IRON PIPE, OR SCHEDULE AO PVC WIM CEMENTED JOINTS. 3. DISCHARGE FOOTING, ROOF AND CELLAR DRAINAGE AWAY FRCM SEWERAGE 5YSTE11, SEPTIC SYSTEM 4. WTHDISPOSAL OUR SHALL BE CONSTRUCTED PARALLEL CENTER PROJECT PARENT RESIDENCE NflR CONTOUR uNEs. SERVICES 11 ENIIUGES COURT DETAILS 5. FOR RAISED .ABSORP1104 TRENCH SYSTEMS HORIZONTAL SEPARATION DISTANCES SHALL BE MEASURED FROM THE EDGE OF THE FILL 73 SHERIDAN STREET INSTALLATION OF DISPOSAL FIELDS CO4±CU A O SPOKE %APSH GRADE ,-MARKER ABOVE ALL F.rasT GRADE RECOMD 1. CONSTRUCTION SHALL BE AS ON THIS DRAWING, �' �� RECWMETJDED. RECOMMENDED. AND SHALL BE IN ACCORDANCE WITH THE E NTH N.Y.S. -----ff------- �`i DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS, AND v' ASTM F481-76 INSTALLATION OF THERMOPLASTIC PIPE AND aAaFlz- 1Z' MIN. COYER O'er ALL STRUCTURES CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. BOX 713 2. NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE LIMITS _ faSTTaBUTlCN Y T OR OF THE DISPOSAL FIELDS AFTER PIPE INSTALLATION HAS BEGUN. WPER jrlNET — ®® 3. AFTER EXCAVATION OF ABSORPTION BED TO THE DEPTHS REWIRED, FO T/4" PER FOOT THE WALLS AND FLOOR OFABSORPTION BED SHOULD BE CLEANED NEW 1.000 CAL gPRC TANK MILD SET iN�£RTSamu. ro sE sEr AT AND RAKED TO ACHIEVE AN EVEN SURFACE AND TO LOOSEN SMEARED SECTIONS OF TRENCH. GRALFlWAMT THE SAME ELSE OF PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND UNTREATED BUILDING S4, ENCOURAISTRIBU d30N BOX (USE OF GM) E EERs rT+ �I PAPER OR STRAW SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND OTHER WASTE MATERIAL IN THE STONE AND PIPE. I S. THE PIPE AND TO THE BE LAID AT THE SHOWN RELATIONSHIPS ON THIS DRAWING. MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS OR OTHER UNSUITABLE CONDITIONS. THE PIPE SHALL BE LAID e°APP WITH THE HOLES DOWN IN ALL CASES. 12" 6" MIN. HOUSE 6. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY FROM THE DISPOSAL FIELD. 7. REMOVE LEAVES, ROOTS, PLANTS AND ORGANIC DEBRIS. PLOW SURFACE PRIOR TO SPREADING FILL MATERIAL B. DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION FIELD AREA. 9. PLACE FILL AND ALLOW TO STABILIZE IN ACCORDANCE WITH NEW YORK STATE DEPARTMENT OF HEALTH STANDARDS. Lh U E d.%f L6.�• Jura 10 2015 TOWN OF GUEENSBURY BED "- 4" PERFORATED PVC LATERAL, LAID LEVEL MIN. INTERCONNECT ENDS OF LATERALS SEPTIC PLOT PLAN I HAVE SEEN OR OBSERVED ALL OBJECTS o� SUCH AS HOUSES, WELLS, TREES, FENCES, ETC a'� ST' swALE AT UPHILL SIDE SHOWN ON THIS DOCUMENT, I HAVE PERSONALLY L --NEW i,DOD GAL SEPTIC TANK OF BED TO DRAIN RUNOFF ° AWAY FROM BED MEASU THE DISTAN SET ATH ON THIS DIAGRAM, p�„X\ 10.01 NEW DISTRIBUTION BOX SLOPED TO DRAT U /� UNE MIN. EARTH IPF DATE -- i 20' WIDE BY 25' LONG ABSORPTION BED _ 6" TO 12' BACKFILL FILL i 4 - 20' ABSORPTION LATERALS I OR FILTER FABRIC RRFF��ppppTED ' LE T4�0�4AS H o2 No WELLS OBSERVED WITHIN 100 FT CENTER JR a i2'MAX. 6" MIN. 4PL�I7ERRL ALL PROPERTIES SERVED 8Y TOWN WATER �.r#'° ° -;�' /% _ _ CRUSHED STONE SEIVAGE�i A�' tl _ 2•-6" 5,-0" -- 5•-0 5._o. -0 24" MIN.. 2 -6. vwos 4 NOTES- LM� UUMM E yy GRWANDMWAiER �� ELEVATION 1. THE FIELD TO BE 100' OR MORE IR611 ANY LAKE, SWAMP, DITCH OR WATERCOURSE AND 10' OR MORE FRCM ANY WATER LINE UNDER PRESSURE OR W-GROUNO POOL ABSORPTI+;�N BEL: SE.C'tiON 2 FOR SEWAGE PIPE BETWEEN HOUSE AND DISTRIBUTION BOX USE DUCTILE OR CAST IRON PIPE, OR SCHEDULE AO PVC WIM CEMENTED JOINTS. 3. DISCHARGE FOOTING, ROOF AND CELLAR DRAINAGE AWAY FRCM SEWERAGE 5YSTE11, SEPTIC SYSTEM 4. WTHDISPOSAL OUR SHALL BE CONSTRUCTED PARALLEL CENTER PROJECT PARENT RESIDENCE NflR CONTOUR uNEs. SERVICES 11 ENIIUGES COURT DETAILS 5. FOR RAISED .ABSORP1104 TRENCH SYSTEMS HORIZONTAL SEPARATION DISTANCES SHALL BE MEASURED FROM THE EDGE OF THE FILL 73 SHERIDAN STREET 73 Sheridan Street, Glens Falls, NY 12801 Phone-518-796-2515 September 9, 2015 Project# 211 Dave Hatin Code Enforcement Officer Town of Queensbury 742 Bay Road Queensbury,NY 12804 Re: Parent—Replacement Septic System Dear Dave: This letter is to inform you that we inspected the completed septic system for Bill Parent located at 11 Hughes Court on August 20, 2015. The replacement septic system as installed was for a three-bedroom house and consisted of the new 1,000 gallon septic tank and 20 ft wide by 25 ft long absorption bed with 4 — 20 ft long absorption laterals constructed with stone and perforated pipe. The system conforms to the requirements of the approved replacement system design drawings. See the typical detail sheet attached for installation details. Please call me if you have any questions. Sing rely, Thomas R. Center, PE INSTALLATION OF DISPOSAL FIELDS CONCRETE OR STONE APPROXIMATE MARKER ABOVE ALL 1. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING, 6. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL FINISH GRADE BURRIED COVER RECOMMENDED.S AND SHALL BE IN ACCORDANCE WITH THE N.Y.S. AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS, AND FROM THE DISPOSAL FIELD. U ASTM TION OFtO PI INLET BAFFLE 12'MIN. COVER OVER CO RUGATED7TUBINGANS PTIC TANKRMOPLASTIC LEA H FIELDSPE AND 7. REMOVE LEAVES, ROOTS, PLANTS AND ORGANIC DEBRIS. PLOW SURFACE PRIOR F.qALL STRUCTURES TO SPREADING FILL MATERIAL. d1 DISTRIBUTION BOX 2. NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE LIMITS Y FORT MILLER OR OF THE DISPOSAL FIELDS AFTER PIPE INSTALLATION HAS BEGUN. 8. DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION FIELD AREA. EQUAL MIN.SLOPE 003. AFTER EXCAVATION OF ABSORPTION BED TO THE DEPTHS REQUIRED, 9. PLACE FILL AND ALLOW TO STABILIZE IN ACCORDANCE WITH NEW YORK STATE 1/4"PER FOOT MIN.SLOPE THE WALLS AND FLOOR OFABSORPTION BED SHOULD BE CLEANED DEPARTMENT OF HEALTH STANDARDS. 1/8 PER FOOT ALL OUTLET INVERTS AND RAKED TO ACHIEVE AN EVEN SURFACE AND TO LOOSEN NEW 1,000 GAL SEPTIC TANK R TO BE SET AT SMEARED SECTIONS OF TRENCH. RAVEL EXACTLY THE SAME ELEVATION. 4. PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND UNTREATED BUILDING DISTRIBUTION BOX (U ou�Gm®LEVELERS PAPER OR STRAW SHALL BE AS SHOWN, AND CARE SHALL BE KTA EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND OTHER WASTE MATERIAL IN THE STONE AND PIPE. 5. THE PIPE SHOULD BE LAID AT THE GRADES AND TO THE RELATIONSHIPS SHOWN ON THIS DRAWING, MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS OR OTHER UNSUITABLE CONDITIONS. THE PIPE SHALL BE LAID coag WITH THE HOLES DOWN IN ALL CASES. NEW 1.000 SEPTIC TANK N.T.S. 12" MAX ����. ��—-1111= 0 6" MIN. . INTERCONNECT ENDS 6" MIN, BOTTOM OF BED 4" PERFORATED PVC OF LATERALS T— LATERAL, LAID LEVEL 3 STANDARD ABSORPTION BED PROFILE N.T.S. 0 HOUSE �.0 SWALE AT UPHILL SIDE NEW 1,000 GAL SEPTIC TAN OF BED TO DRAIN RUNOFF AWAY FROM BED SLOPED TO DRAIN 10.0' NEW DISTRIBUTION BOX PROPERTY MIN. UNE EARTH 20' WIDE WIDE BY 25' LONG ABSORPTION BED 6" TO 12" BACKFILL FILL FILTER FABRIC 4 — 20' ABSORPTION LATERALS rltr OR GEEROFT�ERXpT,ILE 0 4" PLATEfzALTED T� o NO WELLS OBS IN 100 FT ..k - 12"MAX. O ALL PROPERTIES SERVED BY TOWN WATER Cad 6" MIN. o00 3/4" TO 1 1/2" CRUSHED STONE 2'-6" 5'-0" (rp) 5'-O" OU 5'-0" 24" MIN.2-6" SEWAGE DISPOSAL LAYOUT- AS-BUILT } i, MAXIMUM _ Wf0 .,� GRELEVATWION R NOTES: 1. TILE FIELD TO BE 100'OR MORE FROM ANY LAID=, SWAMP. DITCH OR WATERCOURSE AND 10' OR MORE FROM ANY WATER LINE UNDER PRESSURE OR IN-GROUND POOL ABSORPTION BED SECTION 2 FOR SEWAGE PIPE BETWEEN HOUSE AND DISTRIBUTION BOX USE DUCTILE OR CAST IRON PIPE. OR SCHEDULE 40 PVC WITH CEMENTED JOINTS. 3. DISCHARGE FOOTING, ROOF AND CELLAR DRAINAGE SEPTIC SYSTEM AWAY FROM SEWERAGE SYSTEM. PARENT RESIDENCE 4. DISPOSAL FIELD SHALL BE CONSTRUCTED PARALLEL CENTER PROJECT WITH CONTOUR LINES' SERVICES I I HUGES COURT DETAILS 5. FOR RAISED ABSORPTION TRENCH SYSTEMS HORIZONTAL SEPARATION 73 SHERIDAN STREET DISTANCES SHALL BE MEASURED FROM THE EDGE OF THE FILL QUEENSBURY' NY GLENS FALLS, NY JOB ¢211 SCAM: NOT TO SCAM DATE: 06/08/15