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SEP-0028-2018TOWN 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-0028-2018 Date Issued: Friday, March 29, 2019 This is to certify that work requested to be done as shown by Permit Number has been completed. SEP-0028-2018 Tax Map Number: Location: Owner: 302.18-2-81 13 HUGHES CT Eric Stetson Applicant:Center Project Services This structure may be occupied as a: Residential Septic Alteration Existing Tank to Remain 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 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development- Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: SEP-0028-2018 Tax Map No: 302.18-2-81 Permission is hereby granted to: Sanitary Sewer Service For property located at: 13 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 Owner Name: Eric Stetson Septic Disposal-Residential $0.00 Owner Address: 13 Hughes CT 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 Existing Tank to Remain $ 75.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Tuesday, January 29, 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 the expiration date.) Dated at the TownQWee o y 29, 2018 SIGNED BY: for the Town of Queensbury. Director of Building&Code Enforcement SEPTIC DISPOSAL P 1 LI� ff'ce use Only 742 Bay Road,Queensbu IZU �'/ + Tom of CZuecnsbury P: 518-761-8256 www.o b r .neta� 9 it#: �' -y� Tax Ma ID#: 302.18-2-81 JA N Z 5 2018emit Fee: $ •��' Map , Invoice#: G Project Location: 13 Hughes Court TOWN OF QUEENSBUR Se tic Variance? Yes No Primary Owner(s) Eric Stetson Mailing Address 13 Hughes,Queensbury NY 12804 Phone & Email (978)808-0333 Installer/Builder Sanitary Sewer Services Mailing Address Luzerne Road,Queensbury,NY Phone & Email (518)796-3760/gdrellos@gmail.com Engineer Center Project Services Mailing Address 73 Sheridan Street,Glens Falls,NY 12801 Phone & Email (518)796-2515/tcenter36@yahoo.com Contact Person for Building&Code Compliance: Center Project Services/Saniatry Sewer Phone: 796-2515/796-3760 RESIDENCE INFORMATION: Year Built #of bedrooms X gallons per bedroom =total daily flow Garbage Grinder Yes No 1980 or older Installed? (circle one) 1981-1991 Spa or Hot Tub Yes ©o 1992-Present Installed? (circle one) 3 110 330 PARCEL INFORMATION: Topography ✓ Flat Rolling Steep Slope %Slope Soil Nature _ ( Sand j/_Loam Clay Other Groundwater At what depth? 52" Bedrock/Impervious material At what depth? Greater than 66" Domestic Water Supply _/ Municipal _Well (if well, water supply from any septic system absorption is 110 ft.) Percolation Test Rate: 1 to 2 per minute per inch (test to be completed by licensed engineer/architect) PROPOSED SYSTEM FOR NEW CONSTRU "Existing Tank to Remain Tank size 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: 20 x 25 bed 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 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: Thomas Center,P.E.(agent) DATE: 1/25/2018 SIGNATURE: Town of Queensbury Building&Code Enforcement Revised February 2017 INSPECTION WORKSHEET (SEP-001707-2019) Town of Queensbury - Building and Codes - Fire Marshal 742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal Case Number:SEP-0028-2018 Case Module:Permit Inspection Date:Fri Mar 29, 2019 Inspection Status:Passed Inspector:John O'Brien Inspection Type:Septic Job Address:Parcel Number:13 HUGHES CT Queensbury, NY 12804 302.18-2-81 Contact Type Company Name Name Engineer Center Project Services Primary Owner Stetson, Eric Granted Permission Sanitary Sewer Service Contractor Sanitary Sewer Service Applicant Center Project Services Checklist Item Passed Comments Building Inspector Notes YES 1/29/18 Septic System Partial Approval -Submit Engineer's Report and As-Built. 1/29/18 Septic System Partial Approval - Submit Engineer's Report and As-Built. 3/25/19 Septic System Partial Approval - Submit Engineer's Report and As-Built. 3/29/19 Septic System Approved - Received Engineer's Report and As-Built Type of Water: Municipal / Well Water YES Municipal Absorbtion Fields: Total Length YES 95' Length of Each Trench YES 4@20' End looped Mar 29, 2019 Page (1) INSPECTION WORKSHEET (SEP-001707-2019) Checklist Item Passed Comments Depth of Trenches YES ÿþ Size of Stone YES #2 Building to Tank YES ÿþ Tank to Distribution Box YES ÿþ Distribution box to Field / Pit YES ÿþ End Cap YES End looped Foundation to Tank YES 12' Foundation to Absorption YES 25' Engineer Report and As-Built YES 1/29/18 Septic System Partial Approval -Submit Engineer's Report and As-Built. 3/25/19 Septic System Partial Approval - Submit Engineer's Report and As-Built. 3/29/19 Septic System Approved - Received Engineer's Report and As-Built Location of system on property YES Middle Rear System Use Status YES 1/29/18 Septic System Partial Approval -Submit Engineer's Report and As-Built. 1/29/18 Septic System Partial Approval - Submit Engineer's Report and As-Built. 3/25/19 Septic System Partial Approval - Submit Engineer's Report and As-Built. 3/29/19 Septic System Approved - Received Engineer's Report and As-Built Mar 29, 2019 Page (2) O'Brien, John (Inspector) CENTER PROJECT SERVICES 73 Sheridan Street, Glens Falls,NY 12801 Phone-518-796-2515 January 29, 2018 Project#263 John O'Brien Code Enforcement Officer Town of Queensbury 742 Bay Road Queensbury,NY 12804 Re: Stetson Residence—Replacement Septic System Dear John: This letter is to inform you that we inspected the completed replacement septic system for the Stetson residence located at 13 Hughes Court in the Town of Queensbury on January 28, 2018. The replacement septic system as installed was for a 3 bedroom home and consisted of the existing 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. Since , AS BUILT Thomas R. Center, PE © EDMAR 28 2019 SEPTIC PLOT PL AID TOWN OF QUEENSBURY I HAVE SEEN OR OBSERVED ALL OBJEC` S BUILDING&CODES SUCH AS HOUSES, WELLS, TREES, FENCES, ETC SHOWN ON THIS DOCUMENT,I HAVE PERSONALLY MEASURED THE E SET FORTH ON THIS DIAGRAM; SIGNATURE "'ATE POLYETHYLENE EXTENSION TO APPROXIMATE FINISH GRADE WITH TAMPER RESISTANT 2" MIN. DROP GRADE ACCESS COVER BETWEEN INVERTS SYSTEM D'STALLATION NOTES Irk FINISH GRADE NTH TAMPER ACCESS COVER ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND T CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN DIVERT SURFACE RUNOFF AWAY FROM THE DISPOSAL FIELD. 12" MIN. TEE BAFFLE ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL COVER 12' MIN. COVER HOUSEHOLD SYSTEMS AND ASTMI F481 INSTALLATION OF 4" PVC SDR 35 7 7 7 7! PVC S _3 DISTRIBUTION BOX THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEPTIC TANK DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA 2' 4" PVC SDR-35 1 -11 AFTER PIPING HAS BEEN INSTALLED. LEACH FIELDS. LIQUID LEVEL 2 MIN. MIN. SLO 1/4- PER FOOT , MIN. SLOPE BAD F THE WASTEWATER TREATMENT SYSTEM IS DESIGNED AND APPROVED 18 16" 1/8* PER FOOT AFTER EXCAVATION OF 20' WIDE X 25' LONG ABSORPTION BED TO BASED UPON THE INSTALLATION OF WATER CONSERVING FIXTURES MIN. WATERTIGHT SLEEVE u-j- USE SPEED LEVELERS TO THE DEPTHS REQUIRED, THE WALLS AND FLOOR SHALL BE L (TYP) w - CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED AREAS OF AND SEA CL x AND A DESIGN FLOW OF 110 GPD PER BEDROOM. THE SYSTEM IS ASSURE ALL OUTLETS ARE AT 4" PVC SDR-35 SOLID HEADER NOT DESIGNED TO ACCOMMODATE EXTREME WATER USE FIXTURES, EXACTLY THE SAME ELEVATION SOIL. 0 TO CHAMBERS, 1/8- PER FOOT SUCH AS JACUZZI-TYPE SPA TUBS OR WATER TREATMENT 1000 GAL PRECAST-/ 40 MIN SLOPE CONCRETE SEPTIC EQUIPMENT. THE INSTALLATION OF NON-CONSERVING WATER SEPTIC TANK NOTES PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND FILTER FIXTURES OR EXTREME WATER USE FIXTURES IS CONTRARY TO THE TANK MINIMUM 2X WIDTH ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW PORK STATE FABRIC SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO MAXIMUM 4X WIDTH DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED APPROVAL OF THIS WASTEWATER TREATMENT SYSTEM. BY UTOPIA ENTERPRISES OR EQUIVALENT. AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE. THE STONE AND PIPE. ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE WHERE EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE MUST BE EXCLUDED FROM THE WASTEWATER SYSTEM. PLACED AS NECESSARY TO ACHIEVE A STABLE BASE. THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, CONSTRUCT DRAINAGE SWALE UPGRADE OF SYSTEM IN ORDER TO SEPTIC TANK&DISTPJBLMON BOX DETAIL CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS. DIVERT SURFACE RUNOFF AROUND ABSORPTION FIELD. N73 ALL JOINTS MUST BE SEALED NTH BUTYL SEALANT. JOINTS BELOW THE LIQUID PIPE SHALL BE LAID WITH HOLES DOWN IN ALL CASES. LEVEL MUST BE TESTED BEFORE BACKFILUNG. SEPTIC TANK & ABSORPT10N BED MUST BE INSPECTED BY TOWN —25' OF QUEENSBURY BUILDING DEPARTMENT AND DESIGN ENGINEER 4" PERFORATED 7 PRIOR TO BACKFILL AND FINAL GRADING. PVC LATERALS HUGE5 COURT INSTALLED NEAR LEVEL IN BED CONFIGURATION SYSTEM MAT ERIAL SPECIFIrATI ABSORPTION BED AGGREGATE PROPOSED TO 1-1/ STONE IS TO BE 3/4 2" WASHED CRUSHED STONE. > DISTRIBUTION Q BOX EFFLUENT SEWER PIPE PIPING TO BE 4 SDR-35 OR SCH-40 PVC. INSTALL WITH 1/8" LIMIT OF 20'x25' PER FOOT MINIMUM SLOPE. STONE BED HOUSE: FILTER FABRIC FILTER FABRIC TO BE 4.8 OZ/SY NON-WOVEN SEPARATION NEW. 1.000 GAL SEPTIC TANK 4- FABRIC, TENCATE MIRAFI 140N OR EQUIVALENT. ABSORPTION BED PLAN HOUSE SEWER PIPE NTS 4" MINIMUM TOPSOIL PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH APPROXIMATE ON ENTIRE BACKFILL 1/4" PER FOOT MINIMUM SLOPE. EXISTING GRADE AREA;SEED AND 4p1 20' BED NDTH- ESTABLISH TURF BED FILL MATERIAL PROPERTY MATERIAL TO HAVE 1 3 MINUTES PER INCH PERCOLATION 75 LINE: RATE. NO PARTICLES GREATER THAN 3". SEE "SHALLOW BED 2' MIN. U�XBLE SOIL N FILL MATERIAL NOTES. NEW DISTRIBUTION BOX - BACKFILL MATERIAL AS NEEDED-/ V 20'x25' CRUSHED STONE TOPSOIL TO ESTABLISH GRADES ABSORPTION BED 20' WIDE BY 25' LONG AB50RPTION BED ABSORPTYON BED SEMON PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. 4 - 20' ABSORPTION LATERALS SCAM NTS SEED, MULCH, AND ESTABLISH TURF. NO WELL5 OBSERVED WITHIN 100 FT 4" MINIMUM TOPSOIL ON ENTIRE BACKFILL AREA; APPROXIMATE ALL PROPERTIE5 SERVED BY TOWN WATER SEED AND ESTABLISH TURF 25' BED EXISTING GRADE RECORD DRAWING SEPTIC SYSTEM LAYOUT 11 A NTS LENGTH RECORD DrXMWING NOTES: K:71 -4 INSTALLATION DATE: 1/28/18 I. TILE FIELD TO BE 100 OR MORE FROM ANT 0 oa:E INSTALLED BY - SANITARY SEWER LAKE. SWAMP. MC41 OR WATERCOURSE AND 10' 4" SDR-35 PVC__/ --"7FILTER FABRIC, TENCATE OR MORE FROM ANY WATER LINE UNDER FRE55M OR IN-GROUND POOL. z e=nk a PERFORATED LATERAL2. FOR SEWAGE PIPE BETWEEN HOUSE AND V15TRMMON BOX 00ALLED NEAR LEVEL, IN MIRAFI 140N OR USE DUCTLE OR CAST SON PIPE. OR SCHEDULE 40 z n :0 BED CONFIGURATION ABSORPTION BED PROFILE EQUIVALENT PVC WITH CEMENTED JOINTS. 0 0 SCALE NIS a 3. DISCHARGE FOOTING. ROOF AND CELLAR DRAINAGE Qom AWAY FROM SEWERAGE SYSTEM. om 4. DISPOSAL FEW BALL BE CONSTRUCTED PARALLEL oz SEPTIC SYSTEM C)vj Lo WITH CONTOUR LINE5. M ca CENTER PROJEOT STETSON RESIDENCE 5. FOR RAISED ABSORPTION TRENCH SYSTEMS HORIZONTAL SEPARATION ch SERVICES 13 HUGES COURT DETAIL 5 DISTANCES SHALL BE MEASURED FROM THE EDGE OF THE FILL. < 73 SHERIDAN STREET QUEENS15URY, NY GLENS FALLS. NY JOB 1263 SCALE: NOT TO SCALE DATE: 01/25/18 INSPECTION WORKSHEET (SEP-001588-2019) Case Number:SEP-0028-2018 Case Module:Permit Inspection Date:Mon Mar 25, 2019 Inspection Status:Failed Inspector:(null) (null)Inspection Type:Septic Job Address:Parcel Number:13 HUGHES CT Queensbury, NY 12804 302.18-2-81 Contact Type Company Name Name Applicant Center Project Services Contractor Sanitary Sewer Service Primary Owner Stetson, Eric Granted Permission Sanitary Sewer Service Engineer Center Project Services Checklist Item Passed Comments Building Inspector Notes NO 1/29/18 Septic System Partial Approval -Submit Engineer's Report and As-Built. 1/29/18 Septic System Partial Approval - Submit Engineer's Report and As-Built. 3/25/19 Septic System Partial Approval - Submit Engineer's Report and As-Built. Type of Water: Municipal / Well Water YES Municipal Absorbtion Fields: Total Length YES 95' Length of Each Trench YES 4@20' End looped Depth of Trenches YES ÿþ Size of Stone YES #2 Mar 25, 2019 Page (1) INSPECTION WORKSHEET (SEP-001588-2019) Checklist Item Passed Comments Building to Tank YES ÿþ Tank to Distribution Box YES ÿþ Distribution box to Field / Pit YES ÿþ End Cap YES End looped Foundation to Tank YES 12' Foundation to Absorption YES 25' Engineer Report and As-Built NO 1/29/18 Septic System Partial Approval -Submit Engineer's Report and As-Built. 3/25/19 Septic System Partial Approval - Submit Engineer's Report and As-Built. Location of system on property YES Middle Rear System Use Status NO 1/29/18 Septic System Partial Approval -Submit Engineer's Report and As-Built. 1/29/18 Septic System Partial Approval - Submit Engineer's Report and As-Built. 3/25/19 Septic System Partial Approval - Submit Engineer's Report and As-Built. Mar 25, 2019 Page (2) (null), (null) (Inspector) INSPECTION WORKSHEET (SEP-000645-2019) Town of Queensbury - Building and Codes - Fire Marshal 742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal Case Number:SEP-0028-2018 Case Module:Permit Inspection Date:Thu Jan 31, 2019 Inspection Status:Partial Pass Inspector:John O'Brien Inspection Type:Septic Job Address:Parcel Number:13 HUGHES CT Queensbury, NY 12804 302.18-2-81 Contact Type Company Name Name Granted Permission Sanitary Sewer Service Contractor Sanitary Sewer Service Engineer Center Project Services Primary Owner Stetson, Eric Applicant Center Project Services Checklist Item Passed Comments Building Inspector Notes NO 1/29/18 Septic System Partial Approval -Submit Engineer's Report and As-Built. Type of Water: Municipal / Well Water YES Municipal Absorbtion Fields: Total Length YES 95' Length of Each Trench YES 4@20' End looped Depth of Trenches YES ÿþ Size of Stone YES #2 Jan 31, 2019 Page (1) INSPECTION WORKSHEET (SEP-000645-2019) Checklist Item Passed Comments Building to Tank YES ÿþ Tank to Distribution Box YES ÿþ Distribution box to Field / Pit YES ÿþ End Cap YES End looped Foundation to Tank YES 12' Foundation to Absorption YES 25' Engineer Report and As-Built NO 1/29/18 Septic System Partial Approval -Submit Engineer's Report and As-Built. Location of system on property YES Middle Rear System Use Status NO 1/29/18 Septic System Partial Approval -Submit Engineer's Report and As-Built. 1/31/19 Septic System Partial Approval -Submit Engineer's Report and As-Built. Jan 31, 2019 Page (2) O'Brien, John (Inspector) 73 Sheridan Street, Glens Falls, NY 12801 Phone-518-796-2515 January 25, 2018 Project#263 Dave Hatin Code Enforcement Officer Town of Queensbury 742 Bay Road Queensbury,NY 12804 Re: Stetson—Replacement Septic System Dear Dave: On January 25, 2018, I performed a deep soil test pit and percolation test at the Stetson residence located at 13 Hughes Court in Queensbury. The test was performed to the southwest 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 FVL ��Py 0—3" Topsoil 3 —28" Loamy Medium Fine Sand 28 —30" Topsoil 30—66" Medium Fine Sand TOWN OF QUEENSBURY BUILDING DEPARTMENT Mottling observed at 52" Based on our limited examination,compliance Groundwater observed at 66" with our comments shaii not be construed as indicating the plans ana s reifications are in full compliance with the wilding Codes of Percolation Test New York State. Stabilization percolation rate - 1" in 1 minute, 12 seconds The hole was presoaked and the test was run 3 times until it stabilized with three consecutive runs of 1:03, 1:09 and 1:12 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 southwest of the residence. The buried topsoil layer shall be decompacted prior to installation of the absorption bed. See the typical detail sheet attached for installation details. Please call me if you have any questions. TOWN OF QU Y Sincerel , BUILDING & O Reviewed By Date: Thomas R. Center, PE POLYETHYLENE EXTENSION TO GRADE ACCESS FINISH GRADE EEs NTH T PER RESISTANT BETWEEN INVERTS SYSTEM INSTALLATION NOTES ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN DIVERT SURFACE RUNOFF AWAY FROM THE DISPOSAL FIELD. 12" MIN. TEEBAFFLE ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL COVER ( 12' MIN. COVER HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLATION OF DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA •, ,,:.:..;,!'.".: . - ..:.•.: :... I DISTRIBUTION BOX THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEPTIC TANK AFTER PIPING HAS BEEN INSTALLED. 4' PVC SDR-35 2' 4' PVC SDR-35 , LEACH FIELDS. _Lal FT _r LIOUID LEVEL I _ _ n J71FT 2' MIN. THE WASTEWATER TREATMENT SYSTEM IS DESIGNED AND APPROVED 1/4 MPER FOOOTf 18' MIN. SLOPE BAFFLE AFTER EXCAVATION OF 20' WIDE X 25' LONG ABSORPTION BED TO BASED UPON THE INSTALLATION OF WATER CONSERVING FIXTURES I18' MIN. I/B' PER FOOT THE DEPTHS REQUIRED, THE WALLS AND FLOOR SHALL BE AND A DESIGN FLOW OF 110 GPD PER BEDROOM. THE SYSTEM IS WATERTIGHT SLEEVE•• LJ � USE SPEED LEVELERS TO a z X CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED AREAS OF NOT DESIGNED TO ACCOMMODATE EXTREME WATER USE FIXTURES, AND SEAL (TYP) o ASSURE ALL OUTLETS ARE AT 4' PVC SDR-35 SOLID HEADER o" EXACTLY THE SAME ELEVATIONTO CHAMBERS, 1/8' PER FOOT SOIL. SUCH AS JACUZZI-TYPE SPA TUBS OR WATER TREATMENT jCb MIN SLOPE EQUIPMENT. THE INSTALLATION OF NON-CONSERVING WATER 1000 GAL PRECAST fO p T K NOTES PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND FILTER FIXTURES OR EXTREME WATER USE FIXTURES IS CONTRARY TO THE CONCRETE SEPTIC yS� Tj� TANK MINIMUM 2X WIDTH ALL U ITS ALL COMPLY WITH THE REQUIREMENTS of THE NEW YORK STATE FABRIC SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO APPROVAL OF THIS WASTEWATER TREATMENT SYSTEM. MAXIMUM 4X WIDTH DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN ,,.:,: BY UTOPIA ENTERPRISES OR EQUIVALENT. ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE. THE STONE AND PIPE. ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE WHERE EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE MUST BE EXCLUDED FROM THE WASTEWATER SYSTEM. PLACED AS NECESSARY TO ACHIEVE A STABLE BASE. THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, CONSTRUCT DRAINAGE SWALE UPGRADE OF SYSTEM IN ORDER TO CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS. DIVERT SURFACE RUNOFF AROUND ABSORPTION FIELD. 5fPTTC TANK&DISTRIBLMON BOX DETAIL PIPE SHALL BE LAID WITH HOLES DOWN IN ALL CASES. ALL JOINTS MUST BE SEALED WITH BUTYL SEALANT. JOINTS BELOW THE LIQUID LEVEL MUST BE TESTED BEFORE BACKFILLING. SEPTIC TANK & ABSORPTION BED MUST BE INSPECTED BY TOWN OF QUEENSBURY BUILDING DEPARTMENT AND DESIGN ENGINEER 4" PERFORATED 25' PRIOR TO BACKFILL AND FINAL GRADING. PVC LATERALS HUGES COURT INSTALLED NEAR SYSTEM MATERIAL SPECIFICATIONS LEVEL IN BED ti;"'�� CONFIGURATION \ ' 5'' SEPTIC PLOT PLANABS RPTION BED AGGREGATE I HAVE SEEN OR OBSERVED ALL OBJ a ^ r PROPOSED SUCH AS HOUSES, WELLS, S E IS TO BE 3/4" TO 1-1/2" WASHED CRUSHED STONE. W DISTRIBUTIONS 20' SHOWN ON TREES, FENCETHIS DOCUMENT.I HAVE PERSO...,_ '— Box CLIENT SEWER PIPE MEASUREDTHEDIS " " _ FORTH ON THIS IAGR; IPING TO BE 4 SDR-35 OR SCH-40 PVC. INSTALL WITH 1/8 SIGNATURE j R FOOT MINIMUM SLOPE. LIMIT OF 20'x25'; 4 { J STONE BED ^� �� r DATr-FILTER FABRIC HOU5E 2,5=, FILTER FABRIC TO BE 4.8 OZ/SY NON-WOVEN SEPARATION FABRIC., TENCATE MIRAFI 140N OR EQUIVALENT. '�FORPTION BED PLAN HOUSE SEWER PIPE 4" MINIMUM TOPSOIL L PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH c ON ENTIRE BACKFILL 1/4- PER FOOT MINIMUM SLOPE. APPROXIMATE AREA;SEED AND / R EXISTING GRADE ESTABLISH TURF BED FILL MATERIAL EX. 1.000 GAL SEPTIC TANK ° Nzo BED vnO7H PROPERTY EX. , L MATERIAL TO HAVE 1-3 MINUTES PER INCH PERCOLATION LINEo RATE. NO PARTICLES GREATER THAN 3". SEE "SHALLOW BED s 10.0' T 2' MIN. U�ABLE SOIL NEW DI5TRIBUTION BOX "—MIN• �: FILL MATERIAL NOTES." BACKFILL MATERIAL AS NEEDED-/ 20'x25' CRUSHED STONE TOPSOIL SORPTION BED 20' WIDE BY 25' LONG A135ORPTION BED 4 TO ESTABLISH GRADES AABSORFTIONBEDSECBION PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. 4 - 20' A55ORPTION LATI=RALS I SCALE NIS SEED, MULCH, AND ESTABLISH TURF. co 4" MINIMUM TOPSOIL ON NO WELL5 0135ERVED WITHIN 100 FT s 1 ENTIRE BACKFILL AREA; APPROXIMATE— o N ALL PROPERTIE5 5ERVED BY TOWN WATER SEED AND ESTABLISH TURF? EXISTING GRADE YI1l.JTJ►cP7LATUUI I 25' BED =.•• •�,.?'• LENGTH saPE cV I O C N NOTES: / . CL L 1 TIE FIELD TO BE 100' OR MORE FROM ANY W LAKE. 5WAMP. DITCH OR WATERCOURSE AND 10' ' � 4" SDR-35 PVC FILTER FABRIC, TENCATE �,�• -�k4'""� f�: OR MORE FROM ANY WATER LINE UNDER PRE55URE OR IN-GROUND POOL. PERFORATED LATERALrr{ MIRAFI 140N OR -,:�•� U aPE BETWEEN MousE AND DISTRIBUTION Box . FOR SEWAGE PINSTALLED NEAR LEVEL, IN EQUIVALENT USE EWA E PI CAST PEON PPE. OR SCHEDULE 40 BED CONFIGURATION ADSORPTION BED PROFILE e :,• �; `_ SCAM NIS Q PVC WITH GEhENTED JOINTS. 0 3. DISCHARGE FOOTING. ROOF AND CELLAR DRAINAGE U AWAY FROM SEWERAGE SYSTEM. 5 E P T I G SYSTEM L. cn 4. DISP05AL FED SMALL BE CONSTRUCTED PARALLEL CENTER PROJECT STETSON RESIDENCE DETAILS ' OR CONTOUR LINES. SERVICES 13 HUGE5 COURT N C s. FOR RAISED ABSORPTION TRENC5UREDI SYSTEMS HOREDGE Of T FILL. TKNt 73 SHERIDAN STREET QUEEN SBURY. NY Jos #zes seers: NOT To sceir near: o1/z5/1B � N � � DISTANCES SMALL 6E MEASURED FROM THE EDGE OF THE FILL. ni _ N GLENS PALLS. NY N M c ry