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SEP-0312-2018 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-0312-2018Date Issued: Monday, January 14, 2019 This is to certify that work requested to be done as shown by Permit Number SEP-0312-2018 has been completed. 290.5-1-63 Tax Map Number: 4 BROOKWOOD DR Location: MICHAEL KINNEY, Jacqueline Kinne Owner: Applicant: 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 Director of Building & Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY F 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 r- Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: SEP-0312-2018 Tax Map No: 290.5-1-63 Permission is hereby granted to: MICHAEL KINNEY For property located at: 4 BROOKWOOD 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 filed and approved and in compliance with the NYS Uniform ` Building Codes and the Queensbury Zoning Ordinance Type of Construction Owner Name: MICHAEL KINNEY Septic Disposal-Residential $0.00 Owner Address: 4 Brookwood DR Total Value $0.00 Queensbury,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency Stone Industries 4305 Route 50 Saratoga Springs,NY 12866 Plans&Specifications Residential Septic Alteration $ 75.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Friday,June 21,2019 (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 at ) Dated at the To f Quee1�v T u ,June 21,2018 SIGNED BY: for the Town of Queensbury. Director of Building&Code Enforcement d SEPTIC DISPOSAL PERMIT APPLICATION Office use only 742 Bay Road,Queensbury,NY 12804 Town orQueensbnry P P:518-761-8256 www.gueensbury.net Permit#: c� 0312'ZQ 1a Tax Map ID#: 290.5-1-63 Permit Fee:$ %5 ; Invoice#:�1 Project Location' 4 Brookwood Drive Septic Variance? Yes No Primary Owner(s) Michael&Jacqueline.Kinney Mailing Address 4 Brookwood Drive,•Queensbury NY 12804 Phone & Email (518)761-6852 @ �_-.. , } ss -� 9 n 91.E c � �S�G rVE ir% i, �a ut Installer/Builder Stone Industries � •m�m. x��q Mailing Address 4305 Route 50,Saratoga Springs NY 12866 11 i; I MAY .11 7 tp Phone & Email (518)584-1048 Engineer Hutchins Engineering i uvviv i 3 COUEE S:63URY P1 i➢i n'1Pk10— 'a a nlna are Mailing Address 169 Haviland Road,Queensbury NY 12804 - Phone & Email (518)745-0307/tutchins@hutchinsengineering.com Contact Person for Building&Code Compliance: Dean Burdick,Stone Industries Phone: (518)584-1048 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 Installed? (circle one) 1992-Present 4 110 440 PARCEL INFORMATION: Topography ✓ Flat Rolling Steep Slope %Slope Soil Nature ✓ Sand Loam Clay Other Groundwater At what depth? >48" Bedrock/Impervious material At what depth? >48" Domestic Water Supply —Municipal ,/Well (if well,water supply from any septic system absorption is 100 ft.) Percolation Test Rate: 1-5.00 per minute per inch (test to be completed by licensed engineer/architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION: Tank size 1 1500 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: 480 SF(12'x 40) 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: G. omas Hutchins,P.E.( ent) DATE: 5/31/2018 SIGNATURE: v Town of Queensbury Building&Code Enforcement Revised February 2017 100' WELL SETBACK _S84 167.Q4rr , / 50' WELL E7 3 A K " --_ _ SETBACK /-.L.�, G/O,'1�' — --'� / LIMIT OF 12'x39' --4" PERFORATED PVC LATERALS PROPOSED / 50' WELL STONE BED INSTALLED NEAR LEVEL IN DISTRIBUTION BOX / / TBACK BED CONFIGURATION -4 PVC EFFLUENT SEWER p0 I f7 tea:" a " s 1 t :l' t a A . EXISTING r I) WELL± --�--_ f, M T I,, n 4 , r e • \ , v �\ , r, , a , rV I EXISTING WELL5 WELL 3 -� fyf tI r ''P:• f f/f `I f III 1! i SITE LOCATION 12 _ LOCATION MAP n ^ v., TT I 0 0 �0.4' I 4' tiY,',♦ i` fi .F :skL O a' l C OVL d r ' , , f : a -, , , r , f 0 .. .NJ, H ou BA C o — \ 1 oa E 20A SE. SE I f R , , o � 0 EXISTING a•. , I EXI I cr STING WELL± 'u. F' z;a I � I ® NE IG HB 0 R IN G - ABSORPTION BED PLAN _ w RESIDENCE „ « „ NTS >-XISIW SEPTIC TANK AND ABSORPTION r DEVICE TO-BE-REMOVED AS NEC RY!- M ' STING \ 20' H \ � RUSE SETBA i �t I G CK gg N I IGHts RE SMENc I SEWER HOUSE.PRO P SE : PROP. 1,500 GALLON PRECAST CONCRETE SEPTIC TANK PROP. EFFLUENT SEWER APPROXIMATE 4„ MINIMUM TOPSOIL ON , ` ��Q.L. _ EXISTING GRADE ENTIRE BACKFILL AREA; _ / "' 10 -300� PROP. DISTRIBUTION BOX - - SITE LOCATION—� SEED AND ESTABLISH TURF I — \ v9 NEIGHBORHOOD MAP 12 BED WIDTH \ / L-9 PROP. 12 x39 ABSORPTION BED f—SLOPE I 1 SLOPE-4 10.5' f 20 H �gT80C SYSTEM INSTALLATION NOTES CONSTRUC77ON SHALL BE AS SHOWN ON THIS DRAMNG AND IN ACCORDANCE KITH THE N.Y.S. DEPARTMENT 2' MIN ...N. USABLE SOIL JJ ASTM F481 INSTALLATION OF THERMOPLASTIC PIPE AND Y OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND � CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. BACKFILL MATERIAL AS NEEDED 12 x39' CRUSHED STONE 1 t TO ESTABLISH GRADES ABSORPTION BED �✓ - - AFTER EXCAVATION OF 12' WIDE X 39' LONG ABSORPTION BED TO THE DEPTHS REQUIRED, THE WALLS AND ABSORPTION BED SECTION � - ---'-- FLOOR SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED AREAS OF SOIL. NTS / 100' WELL PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND FILTER FABRIC SHALL BE AS SHOWN, AND CARE SETBACK 100 WELL SETBACK SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE STONE AND ' \ PIPE. 4" MINIMUM TOPSOIL ON APPROXIMATE / \ THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT ENTIRE BACKFILL AREA; EXISTING GRADE / \ SAGS, HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS. PIPE SHALL BE LAID KITH HOLES SEED AND ESTABLISH TURF / � \ DOWN IN ALL CASES. 39' BED LENGTH ' f-sLOPE SLOPE-4 �\ \ ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF AWAY FROM THE 5o u DISPOSAL FIELD , i TB , A 5 y " u • \ SETBACK'' DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER PIPING HAS BEEN INSTALLED: I \ THE WASTEWATER TREATMENT SYSTEM 1S DESIGNED AND APPROVED BASED ,UPON THE INSTALLATION OF WATER 4" SDR-35 PVC PERFORATED ABc RPTION BED PROFILE FILTER FABRIC!, / / CONSERVNG FIXTURES AND A DESIGN FLOW OF 110 GPD PER BEDROOM. THE SYSTEM IS NOT DESIGNED TO LATERAL INSTALLED NEAR NTS JO TENCATE EQUIVALENT MIRAFI 140N OR LEVEL, IN BED CONFIGURATION OR EQUIVALENT G \ ACCOMMODATE EXTREME WATER USE FIXTURES, SUCH AS JACUZZI-TYPE SPA TUBS OR WATER TREATMENT ,�S Ogle l0 E�CE \ EQUIPMENT. THE INSTALLATION OF NON-CONSERVING WATER FIXTURES OR EXTREME WA-ER USE 6- 'g�,5 \ ' CONTRARY TO THE APPROVAL OF THIS WASTEWATER TREATMENT SYSTEM. EXISTING FILE COPY WELL± ® \ EXISTING I ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED rK.)M int WAJItWAILK® WELL± SYSTEM. I \ CONSTRUCT DRAINAGE SWALE UPGRADE OF SYSTEM IN ORDER TO DIVERT SURFACE RUNOFF AROUND WASTEWATER SYSTEM PLAN ABSORPTION FIELD. V E C E U n�tJ n E . SCALE: 1"--30' SYSTEM MATERIAL SPECIFICATIONS (� REQUIRED INSTALL POLYETHYLENE EXTENSION TO GRADE WITH SUGGESTED: INSTALL POLYIOK PL122 FILTER SUCH GRAPHIC SCALE ABSORPTION BED AGGREGATE JUN 2 0 2018 TAMPER RESISTANT ACCESS COVER (NON-TRAFFIC AREAS) THAT IT IS READILY REMOVABLE THROUGH TANK STONE IS TO BE 3/4" TO 1-1/2" WASHED CRUSHED STONE. ACCESS COVER 15 0 Z5 15 30 60 EFFLUENT FILTER TOWN OF QUEENSBUR ' _ EFFLUENT FILTER TO HAVE 1/16-INCH FILTRATION, POLYLOK PL-122 OR EQUIVALEN"-. BUILDING&CODES ( IN FEET ) EFFLUENT SEWER PIPE 12" MIN. COVER CONTRACTOR TO FIELD VERIFY LOCATIONS AND DISTANCES PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 1/8" PER FOOT MINIMUM SLOPE. FILTER FABRIC 1/4" PER FOOT a FILTER FABRIC TO BE 4.8 OZ/SY NON-WOVEN SEPARATION FABRIC, TENCATE MIRAFI 140N OR EQUIVALENT °� ° / ° a 1/8" PER FOOT 12" MIN. COVER MIN. SLOPE ° a HOUSE SEWER PIPE MIN. SLOPE DISTRIBUTION BOX PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 1/4" PER FOOT MINIMUM SLOPE. TOPSOIL 3.. 4" HOUSE SEWER �- PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. SEED, MULCH, AND ESTABLISH TURF. ° _ LIQUID LEVEL 4 EFFLUENT SEWER �� WASTEWATER SYSTEM DESIGN SITE SOILS DATA WATERTIGHT SLEEVE & fi �` #4-BEDROOM RESIDENCE TEST PIT SEAL TYP. BAFFLE a P ( ) 16>, i8 2 MIN. DESIGN FLOW - 110 GPD/BEDROOM (WATER SAVING FIXTURES) TP-1 - 5/4/18 BY TOM HUTCHINS, P.E. TAX MA 290.5-.1-63 MIN. USE SPEED LEVELERS TO ASSURE " SYSTEM DESIGN FLOW - 440 GPD 0-6" - TOPSOIL - 3 OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ALL OUTLETS ARE AT EXACTLY THE 2 MIN. DROP SEPTIC TANK - PROP. 1,500 GALLON PRECAST CONCRETE Rs NGINEER IS A VIOLATION OF NYS EDUCATION LAW. SAME ELEVATION BETWEEN INVERTS 6-48" - MEDIUM BROWN FINE & - _ (TO ACCOUNT FOR IN-SINK GRINDER) MEDIUM SAND SINTE O LIT! CIO 4" PVC SDR-35 SOLID HEADER TO * ,NOMA Re,dewe By: ABSORPTION FIELD, 1/8" PER FOOT APPLICATION RATE TO EXISTING SOIL: 0.95 GPD/SF, BASED ON NO MOTTLING ^1 LIQUID DEPTH MIN SLOPE 1-5 MIN/IN PERCOLATION RATE NO GROUNDWATER EVIDENCE �� 'L Dale: / 30" MIN. _ � 1 ADDED NEIGHBORING WELLS 6120118 60 MAX. SEPTIC TANK NOTES ABSORPTION BED AREA REO'D = (440 GPD)/(0.95 GPD/SF) p �' i Co 0 ISSUED FOR PERMIT 5�30�18 ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF = 464 SF ' HEALTH AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED BY UTOPIA ENTERPRISES OR 9 s� No. Revisions I Date EQUIVALENT. c B79 ' 01 MINIMUM ZX WIDTH I*MAXIMUM ABSORPTION BED AREA PROVIDED = 12'x39' = 468 SF FSSI N L ' MAXIMUM 4X WIDTH ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE. WHERE WASTEWATER SYSTEM PLAN & DETAILS EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS NECESSARY POTABLE WATER SUPPLY IS TO BE ON-SITE WELL TO ACHIEVE A STABLE BASE. prepared for: MAINTAIN 50' MINIMUM SEPARATION BETWEEN SEPTIC TANK & WELL MAP REFERENCE' Michael Kinney SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY CONSTRUCTION MAINTAIN 100' MINIMUM SEPARATION BETWEEN ABSORPTION FIELD & WELL Y d ° "MAP OF Dig %Safely. ° ° ° DESIGNED FOR H-20 WHEEL LOADING. 1. BASE MAP BROOKWDOD MANOR,ATIOIN FROM TOWN OF 4 Brookwood Drive New ®York PROPOSED 1,500 GAL. PRECAST CONCRETE SEPTIC TANK ALL JOINTS MUST BE SEALED WITH BUTYL SEALANT. JOINTS BELOW THE LIQUID LEVEL MUST BE QUEENSBURY, WARREN COUNTY, NEW YORK. DATED Town of Queensbury, Warren County, NY •Call Before You Dig TESTED BEFORE BACKFILLING. FEBRUARY 28, 1972. PREPARED BY COULTER & ®Wait The Required Time SEPTIC TANK DETAIL MCCORMACK LICENSED LAND SURVEYORS. Drawn: JRS I Checked: GTH I Scale: NOTED I Date: 511112018 ®Confirm utility Response 2. ADDITIONAL INFORMATION FROM WARREN COUNTY ®Respect The Merits NTS GIS, AERIAL PHOTOGRAPHY, AND FIELD 169 Hovilond Road KK•Dig With Care MEASUREMENTS. CONTRACTOR TO FIELD VERIFY Queens bury, NY 12804 291297-01 800-962-7962 ALL SETBACKS PRIOR TO BEGINNING INSTALLATION. (518) 745-0307 Phone www.digsafelynewyork.com Hutchins Engineering (518) 745-0308 Fax t67.84_ \ , LIMIT OF 12'x39' 4" PERFORATED PVC LATERALS PROPOSED NEAR LEVEL IN DISTRIBUTION BOX / STONE BED INSTALLED \ „ � �:.�. � � � �r .. •.,�.� BED CONFIGURATION " \ / \ r 4 PVC EFFLUENT / � � � / _ $ • �x .—�—. -�--- ---r: SEWER .2 / \ / F \ ,r EXISTING r F m Y f} 1 , EXISTING r WELL I J I a� I SITE L TI N 12 OCA O a : ® LOCATION AP , t 0 =pa -- _. C� Os / 9' 1'p' k J1',J► B U 1 LT l' 39' EXWNG EXISTING \� : I WELL± vl TCJi OF QUEENSB �h ABSORPTION BED PLAN iw RESm°N�c'c .� BUILDING CNIS £ ..5 s. HOUSESEMR S1111G \ rNEW 1,500 GALLON PRECAST NEIG 16.3 .3 1 CONCRETE SEP77C TANK gIDEN \ 1 NEW EFFLUENT SEWER \ `" NEW DISTRIBUTION BOX APPROXIMATE 4 MINIMUM TOPSOIL ON ENTIRE �I ` ,L EXISTING GRADE BACKFILL AREA; \ SEED AND ESTABLISH TURF \ \\ g%gam NEW 12'x39' ABSORPTION BED — SITE LOCATION NEIGHBORHOOD MAP 12 BED WIDTH ,� L «—ao� scams—, \ ' SYSTEM INSTALLATION NOTES _ --'� ` / CONSIRUC710N SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE W17N THE N.Y.S. DEPARTMENT 2'. MIN. USABLE SOIL ;j -- S1M F481 INSTALLATION OF THERMOPLASTIC PIPE AND j"'� OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND A J 0V CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. BACKFILL MATERIAL AS NEEDED \-12'x39' CRUSHED STONE / j> � TO ESTABLISH GRADES ABSORPTION BED 1010 C — — AFTER EXCAVATION OF 12' WIDE X 39' LONG ABSORPTION BED TO THE DEPTHS REQUIRED, THE WALLS AND —ABSORPTION BED SECTION FLOOR SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED AREAS OF SOIL. / NIS _--- PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND FILTER FABRIC SHALL BE AS SHOWN, AND CARE \. SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE STONE AND \ PIPE. 4" MINIMUM TOPSOIL ON APPROXIMATE— / / \ THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT ENTIRE BACKFILL AREA; EXISTING GRADE / \SEED AND ESTABLISH TURF SAGS, HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS. PIPE SHALL BE LAID WITH HOLES / 39' BED LENGTH DOWN IN ALL CASES./ / +—SLOPE SLOPE­4 ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF AWAY FROM THE DISPOSAL FIELD. , \ DO NOT USE HEAVY EQUIPMENT WITHIN Q E THE ABSORPTION AREA AFTER PIPING HAS BEEN INSTALLED. �1 EU / \ THE WASTEWATER TREATMENT SYSTEM IS DESIGNED AND APPROVED BASED UPON THE INSTALLATION OF WATER 4" SDR-35 PVC PERFORATED ABSORPTION BED PROFILE `—FILTER FABRIC, TENCATE / / CONSERVING FIXTURES AND A DESIGN FLOW OF 110 GPD PER BEDROOM. THE SYSTEM IS NOT DESIGNED TO LATERAL INSTALLED NEAR LEVEL, IN NIS MIRAFI 140N OR 6 ` ACCOMMODATE EXTREME WATER USE FIXTURES, SUCH AS JACUZZI—TYPE SPA TUBS OR WATER TREATMENT BED CONFIGURATION EQUIVALENT p0CE \ EQUIPMENT. THE INSTALLATION OF NON—CONSERVING WATER FIXTURES OR EXTREME WATER USE FIXTURES IS CONTRARY TO THE APPROVAL OF THIS WASTEWATER TREATMENT SYSTEM. I EXISTING WELL, ® ®EXISTING I ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE WASTEWATER \ WELL, SYSTEM. � � lCONSTRUCT DRAINAGE SWALE UPGRADE OF SYSTEM IN ORDER TO DIVERT SURFACE RUNOFF AROUND WASTEWATER SYSTEM PLAN ABSORPTION FIELD. WASTEWATER SYSTEM DESIGN SCALE: 1`30' SYSTEM MATERIAL SPECIFICATIONS INS,TA Q POLYETHYLENE EXTENSION TO ABSORPTION BEDAGGRECATE GRADE WITH TAMPER RESISTANT ACCESS 4-BEDROOM RESIDENCE GRAPHIC SCALE STONE IS TO BE 3/4" TO 1-1/2" WASHED CRUSHED STONE. COVER ON INLET AND OUTLET (�$TAI�, ; POLI�OK PLf22 EFFLUENT FILTER DESIGN FLOW — 110 GPD/BEDROOM (WATER SAVING FIXTURES) 15 0 7.5 15 30 60 EFFLUENT FILTER SYSTEM DESIGN FLOW — 440 GPD EFFLUENT FILTER TO HAVE 1/16—INCH FILTRATION, POLYLOK PL-122 OR EQUIVALENT. SEPTIC TANK — NEW 1,500 GALLON PRECAST CONCRETE IN FEET EFFLUENT SEWER PIPE 12" MIN. COVER (TO ACCOUNT FOR IN—SINK GRINDER) CONTRACTOR TO FIELD VERIFY LOCA77OVS AND DISTANCES PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 1/8" PER FOOT MINIMUM SLOPE. FILTER FABRIC 1/4" PER FOOT a a APPLICATION RATE TO EXISTING SOIL: 0.95 GPD/SF, BASED ON FILTER FABRIC TO BE 4.8 OZ/SY NON—WOVEN SEPARATION FABRIC, TENCATE MIRAFI 140N OR EQUIVALENT. MIN. SLOPE '\ / ° ° ° \ a 1/8" PER FOOT IST MIN. COVER 1-5 MIN/IN PERCOLATION RATE HOUSE SEWER PIPE MIN. SLOPE DISTR►BUT10N BOX PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 1/4" PER FOOT MINIMUM SLOPE " 3" ` °I ABSORPTION QED AREA REa = (440 GPD)/(0.95 GPD/SF) RECORD DRAWING TOPSOIL 4 HOUSE SEWER PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. SEED, MULCH, AND ESTABLISH TURF. LIQUID LEVEL 4" EFFLUENT SEWER � � = 464 SF WATERTIGHT SLEEVE &-� - ---- - T , INSTALLATION DATE: 6/27/18 - 6/28/18 BAFFLE " ABSORPTION BED AREA PROVED = 12 x39 — 468 SF SEAL (TIP.) 16" 18" ° 2 MIN. INSTALLED BY - STONE INDUSTRIES TAX MAP # 290.5-1-63 MIN. USE SPEED LEVELERS TO ASSURE — ALL OUTLETS ARE AT EXACTLY THE 2" MIN. DROP POTABLE WATER SUPPLY IS TO BE ON—SITE WELL ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ° ENGINEER IS A VIOLATION OF NYS EDUCATION TAW. SAME ELEVATION BETWEEN INVERTS MAINTAIN 50' MINIMUM SEPARATION BETWEEN SEP71C TANK & WELL 4" PVC SDR-35 SOLID HEADER TO MAINTAIN 100' MINIMUM SEPARATION BETWEEN ABSORPTION FIELD & WELL (RECORD DRAWING NOTE: ABSORPTION FIELD, 1/8" PER FOOT A REPRESENTATIVE OF OUR OFFICE VISITED THE SITE y -- LIQUID DEPTH MIN SLOPE SITE SOILS DATA DURING C0NS7RUC71ON AND IT IS MY OPINION THAT THE 2 RECORD DRAWING 6/28., /18 30" MIN. SYSTEM IS INSTALLED IN GENERAL CONFORMANCE NTH 7HE — 60 MAX. SEPTIC TANK NOTES TEST PIT APPROVED PLAN AND THIS RECORD DRAWING. FINAL 1 ADDED NEIGHBORING WELLS 6120118 ALL UNI7S SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF TP-1 — 5/4/18 BY TOM HUTCHINS, P.E. SURFACE FINISHING AND TURF ESTABLISHMENT IS ONGOING 0 ISSUED FOR PERMIT 5130118 HEALTH AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED BY UTOPIA ENTERPRISES OR 0-6" — TOPSOIL EQUIVALENT. 6-48" — MEDIUM BROWN FINE & G. 7HOMAS HUTCHINS, P.E. NO. Revisions Date MEDIUM SAND MINIMUM 2X WIDTH s 6128118 i' MAXIMUM 4X WIDTH ° ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE. WHERE WASTEWATER SYSTEM PLAN & DETAILS EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A STABLE BASE. NO MOTTLING prepared for: c� NO GROUNDWATER EVIDENCE MAP REFERENCE: Michael Kinney 2—— y 'T � � 3 ©1 o ° a SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY CONSTRUCTION 1 2 Dig %Safel ° ° ° ° d DESIGNED FOR H-20 WHEEL LOADING. 1. BASE MAP INFORMATION FROM "MAP OF 4 Brookwood Drive NEW 1,500 GAL. PRECAST CONCRETE SEPTIC TANK BROOKWODD MANOR, IN THE TOW1V OF New�York ALL JOINTS MUST BE SEALED WITH BUM SEALANT. JOINTS BELOW THE LIQUID LEVEL MUST BE QUEENSBURY, WARREN COUNTY, NEW YORK. DATED Town of Queensbury, Warren County, NY ■Call Before You DID TESTED BEFORE BACKFILLING. MC�ORMACK RUARY 28, ICENSED AND SURVEYORS. & Drawn: JRS Checked: GTN Scale: NOTED ■Walt The��Time SEPTIC TANK DETAIL I I I Date: 511112018 ■Confirm utility Response 2. ADDITIONAL INFORMATION FROM WARREN COUNTY ■ The UnitsNIS CIS, AERIAL PHOTOGRAPHY, AND FIELD 169 Haviland Road ■DID With Caro MEASUREMENTS. CONTRACTOR TO FIELD VERIFY Queensbury, NY 12804 291297-01 800■962■7962 ALL SETBACKS PRIOR TO BEGINNING INSTALLATION. (518) 745-0307 Phone ,�,M,wAig■ahlynewyerk.oe■, Hutchins Engineering (518) 745-0308 Fax