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2015-227 TOWN OF QUEENSBURY cora742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20150227 Date Issued: Tuesday, August 11, 2015 This is to certify that work requested to be done as shown by Permit Number P20150227 has been completed. Tax Map Number: 523400-279-017-0002-028-000-0000 Location: 72 SUNNYSIDE RD. NORTH Owner: WENDY& EDWARD SCHMIDT Applicant: WENDY& EDWARD SCHMIDT This structure may be occupied as a: Septic Alteration Residential By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the A property owner of the responsibility for compliance with Site Plan, (DJ /Q/ Variance, or other issues and conditions as a result of approvals by the Director of Building&Code nforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20150227 Application Number: A20150227 Tax Map No: 523400-279-017-0002-028-000-0000 Permission is hereby granted to: WENDY& EDWARD SCHMIDT For property located at: 72 SUNNYSIDE RD. NORTH 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: WENDY& EDWARD SCHMIDT 255 WEST END Dr Septic Alteration Residential UNIT 4306 Total Value PUNTA GORDA FL 33950-0000 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications BP 2015-227 Wendy Schmidt 72 Sunnyside Road North Residential Septic Alteration $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,June 03,2016 (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 T wn of een ryji t, ay,June 03,2015 itf "'' SIGNED BY ` for the Town of Queensbury. Director of Building&Code Enforcement SEPTIC DISPOSAL PERMIT Office Use Only DATE .. d" !S c' 1, Received TAX MAP ID 279.17-2-28 'I Tax Map ID Permit No >ir-1`1•! -� 'ab h ; - I I �ii�ir Per'R�itC ee ' ' I LOCATION OF INSTALLATION 72 SUNNYSIDE ROAD NO TH 1/ Approvals. i"OWN OF ,:., )LiLiRY BUILDINv&CODES APPLICANT WENDY SCHMIDT PHONE/E-MAIL (941)626-7915 ADDRESS 255 WEST END DR.,UNIT 4306,PUNTA GORDA FL 33950 INSTALLER/BUILDER: PHONE/E-MAIL ADDRESS: OWNER (SAME AS APPLICANT) PHONE/E-MAIL Address CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: HUTCHINS ENGINEERING PHONE (518)745-0307 RESIDENCE INFORMATION Year Built #of bedrooms X Gallons per bedroom =Total Daily Flow 1980 or older Garbage grinder installed Y ✓ N • 1981-1991 Spa or Hot Tub installed _Y ✓ N 1992-Present 2 110 220 PARCEL INFORMATION Topography ✓ Flat rolling Steep slope _ %slope Soil Nature ✓ Sand Loam Clay Other Groundwater At what depth? >72" Bedrock/Impervious Material At what depth? >72" Domestic Water Supply Municipal ✓ Well (if well,water supply from any septic system absorption is 100 ft.) Percolation Test Rate: 1-5 per minute per inch(test to be completed by licensed engineering/architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION Tank Size 1,000 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? 10'x 25'(250 SF)ABSORPTION 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 & approved. The installed system must match the septic system 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 know 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: WENDY SCHMIDT f ; Signature: .11111r r Date: i ..gyyw'J4 '- '- 7 Town of Queensbury Building&Codes GI � Septic Disposal Permit Ju y 2014 Town of Queensbury Building & Code Enforcement Office No. (518) 761-8256 Septic Inspection Report Inspection request received: Zo 15 Name: C_Innnik ciInspected on: Location: 1-2 cS i-vIS adz. Lad Arrive: a.m.l p.m. Permit No.: 15-22'x- Inspector's Initials: haiA Comments and/or diagram Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance 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 ft. Length of each trench ft. Depth of trenches ft. Size of Stone 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 Inlet/Outlet Pipes&Baffles _Y_ Manholes 12"or less below gr.d,• _Y [provide extension collar if Yes,/ Y N Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits _ ft. Conforms as per P Ian N Engineer Report an As-Built N ETU Maintenance Con ract provided Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Statu . Approved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved Septic Inspection Report .. 169 Haviland Road Queensbury, NY 12804 Hutchins Engineering Phone: (518)745-0307 g g Fax: (518)745-0308 July 24, 2015 Town of Queensbury Building Department 742 Bay Road Queensbury, NY 12804 Re: Septic System Installation Wendy Schmidt 72 Sunnyside Road, Tax Map ID: 279.17-2-28 Our office prepared a wastewater replacement design for Wendy Schmidt at the above- referenced property. The system consists of a 1,000-gallon precast concrete septic tank, a 500- gallon precast concrete pump station, and a 10' x 25' absorption bed. A representative from our office visited the site during system installation. Based upon our site inspection and our discussions with the installers, it is my opinion that the system was installed in general conformance with the design prepared by our office and the attached record drawing. Please contact me if you have any questions or if you require additional information. Best Regards I ,. -7-4-7---;:ou.., ` ' 1114". *IP Niiiiiw G. Thomas Hutchins, P.E. Enclosure Cc: Ms. Wendy Schmidt ZOt an JUL0 L,.. ______ 1,\ji 2 4 2015 \.\,, ti�vi 0 CaUEENS BURY TO BUit_DINC&CODES G.Thomas Hutchins,P.E. Town of Queensbury Building & Code Enforcement fk Office No. (518) 761-8256 ��ll Septic Inspection Report c ?7 ;(�-( <d'"`' Inspection request received: 7/1 3/1i Name: r'/-i. 136.14611 n Inspected on: • /�� Location: -71-4 "ehr z / Arrive: 4llrirallr a.m./p.m. Permit No.: ��' � Alf—r4 Inspector's Initials: I ` /$(-;?;-7 Comments and/or diagram Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water Q ��}�- `43 Waterline separation distance ft. ! Well separation distance ft. Other wells: ft. Well Casing Len i th 50 +/- Y N N/A [150'to well req ired if NO] Absorption Field Total length ft. Length of each t -nch ft. ` / -�2 '`F Depth of trenche• ft. `V �_ Size of Stone Seepage Pits: Nu ber Size: x ct ��' Stone Size: Piping Size Type Building to tank Tank to Distribution Box CR, ii/ Distribution Box to Field/ it �� • Opening Sealed: Y N � _(7>tX(A . 17..1� � � _ End Cap _Y N Inlet/Outlet Pipes&Baffles 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 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 S stem Use Statu-. • Apse -• 'artial Approve. :nd needs to be re-inspected, please call the Building&Codes Office -.e -• Septic Inspection Report (� COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No. 1 sc—'2.17 Cert. N2 27750 Cut-in Card No Owner £:Ji 3.c.h.vn tc l Location 7.2. I.s rt rt y.SC..u.tc. r.a..bee R/ Installation Consisting of .cl..T'-c 4,.uvrite crx Installed By /.�.l rttK...l 9#z.To Lic.No. The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of making inspections at any time, and if its rules are violated,the Company shall have the right to revoke this certificate. Date 7 INSPECTOR 1.72--"?..4.1..- Member .7'J Member N.F.P.A.,I.A.E.I. Town of Queensbury Building & Code Enforcement / Office No. (518) 761-8256 Septic Inspection Report Inspection request received: Name: c.,Lt Inspected on: -rS I Location: --V2— !. S• T' -V`-111Z-Li\>, - iq Arrive: - a.m./p.m. Permit No.: 4_5' 27-71 Inspector's Initials: C./A Comments and/or diagram Soil Type: and oam/Clay Type of Wa er: Municipal/Well Water Waterline separation distance ft. Well separation distance ft. Other wells: Well Casing Length 50'+/- Y N N/A [150'to well required if NO] Absorption Field: Total length ft. Length of each trench 21f, ft. ... /01' Depth of trenches ft. Size of Stone e4 Z._ 63.g757 G f Seepage Pits: Number �� `��'' UU l Size: ► 14-4 /Z7X 2+c Stone Size: Piping Size Type Building to tank kt Tank to Distribution Box '411 , -j id Distribution Box to Field/Pit 51",2 3 c-Fa---{p Opening Sealed: Y N End Cap V_N /,‘,wVal) Inlet/Outlet Pipes&Baffles N Manholes 12"or less below grade Y_N [provide extension collar if Yes] Y N Location/Separations (_ .g'E- /,‘A'-‘6('-\ Foundation to tank _ft. Foundation to absorption ft. Separation of Pits ft. 2F7 ,(Gd1(� /�,— Conforms as per Plot Plan _Y_N �QV V j f� / Z�� Engineer Report and As-Built _Y N Cy �wC 2- �--' ETU Maintenance Contract provided Y_N Location em on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: Approved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved 0 Septic Inspection Report I Plitt r S^ Y a k t r,yY i l i tb , i �h I' I <. rf, ! on:!"J", t" 5. t Town of Queensbury Building & Code Enforcement -T> S Office No. (518) 761-8256 9--\\ Septic Inspection Report Inspection request received: le'P315 I Name: 5ck- Inspected on: �1 " 15 Location: `L �S Ick Arrive: IIIP a.m.l p.m. Permit No.: 1 5—22'1— Inspector's Initials: ef-A5k) , Comments and/or diagram Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water I/�SLJ6 4A 0 Waterline separation distance ft. C Well separation distance ft. 1 Other wells: ft. Well Casing Length 50'+/ Y_N N/A [150'to well required if NO] ()C_CX\--10)IX f ATAAS Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone (5-214cre5-t — Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank 4`t 4! v, /(,-12,A, ,��g� Tank to Distribution Box � �� Distribution Box to Field/Pit t( cl0 � . Opening Sealed: _Y_N L-)_ A-a- r,� End Cap Y vI Inlet/Outlet Pipes&Baffles _Y v1( Ct -- Manholes 12"or less below grade Y_N A [provide extension collar if Yes] _Y—N Location/Separations Foundation to tank 1—ft. 'l -1/4- Foundation to absorption ft. Separation of Pits ..e.,....--... Conforms as per Plot Plan Y IIN Engineer Report and As-Built Y 4 N ETU Maintenance Contract provided 1 Locatio ys e on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Stat :: ":.1r '-. Partial Approved a I needs to be re-inspected, please call the Building&Codes Office Iisa,,ro OP Septic Inspection Report o:. LANDSOF / RAYMOND R..SORESINO PATRICIA ANN SORES/NO 40371104 3 SECOND 4" PVC SDR -35 INLET MIN. SLOPE 1/4" PER FOOT WATERTIGHT SLEEVE-` AND SEAL (TYP) PROPOSED 1000 GAL PRECAST CONCRETE SEPTIC TANK SV L j! LANDSWFAF FRANK C. RICCIO PHYLLIS M. RICC10 973304 2 J SIDE �— \ D NORTH \\ ROA 10' P.L. SETBACK w \ (W/W FIELD) o N 0 100' MIN. K � t v PROP. 10'x25'D 5UgT STONE ABS. BED THIR 13 \ 100' LAKE SETBACK 27, tan'= SO. FT. (W/W FIELD) / �'6.sz: ACRES t PROP. 1-1/2" HDPE FORCEMAIN 12'± PROP. 500 GALLON CONCRETE PUMP TANK CONCRETE RETAINING WALL /PROP. 1000 GALLON O jig CONCRETE SEPTIC TANK —EXISTING SEP71C SYSTEM TO BE DECOMISSIONED PROP. 4' a HOUSE SEWER ='. CpMp cn pOR 7.5't POTENTIAL w A WATER N \ WELL w \LOCATION \ i LAKE w�Cp, x WASTEWATER SYSTEM PLAN SCALE: 1"=30' ALONG APPROXIMATE FINISH GRADE GARAGE__-- -�f 10 WELL LOCATION gpJOWERS PER NEIGHBOR CABIN lT wSIBLE !' S UNNYSIDE LANDS WF OF KENNETH B JOANALDOUS 509/330 POLYETHYLENE EXTENSION TO GRADE POLYETHYLENE EXTENSION TO GRADE W/TAMPER RESISTANT ACCESS COVER W/TAMPER RESISTANT ACCESS COVER ° e SEPTIC TANK NOTES ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED BY UTOPIA ENTERPRISES OR EQUIVALENT. ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE. WHERE EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A STABLE BASE. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. ALL JOINTS MUST BE SEALED WITH BUTYL SEALANT. JOINTS BELOW THE LIQUID LEVEL MUST BE TESTED BEFORE BACKFILLING. 16" MIN APPROXIMATE EXISTING GRADE 10' BED WIDTH 4" MINIMUM TOPSOIL ON ENTIRE BACKFILL AREA; SEED AND ESTABLISH TURF BACKFILL MATERIAL AS NEEDED \-10'x25' CRUSHED STONE TO ESTABLISH GRADES ABSORPTION BED ABSORPTION BED SECTION 4" SDR -35 PVC PERFORATED LATERAL INSTALLED NEAR LEVEL, IN BED CONFIGURATION LIMIT OF 10'x25' STONE BED PROPOSED 500 GALLON PRECAST CONCRETE PUMP STATION SEPTIC TANK DETAIL NTS NTS 4" MINIMUM TOPSOIL ON ENTIRE BACKFILL AREA; SEED AND ESTABLISH TURF 25' BED LENGTH ABSORPTION BED PROFILE 4" PERFORATED PVC LATERALS INSTALLED NEAR LEVEL IN BED CONFIGURATION — 25' — ABSORPTION BED PLAN APPROXIMATE EXISTING GRADE FILTER FABRIC, TENCATE MIRAFI 140N OR EQUIVALENT PROPOSED DISTRIBUTION BOX TRANSITION FORCE MAIN TO 4" PVC OUTSIDE OF D—BOX EXTERIOR WEATHERPROOF JUNCTION BOX (IF NECESSARY). SEAL CONDUIT GAS TIGHT. INSTALL CONTROL PANEL IN HOUSE. ALL ELECTRICAL WORK TO BE INSPECTED BY A CERTIFIED ELECTRICAL INSPECTION AGENCY PRIOR TO START—UP OF PUMP STATION 12" MIN. COVER DISTRIBUTION BOX TRANSITION TO 4" PVC OUTSIDE OF D—BOX 2"MIN 2"MIN. DROP BETWEEN INVERT PUMP STATION NOTES EFFLUENT PUMP SEAL ALL TANK OPENINGS WATERTIGHT. PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CONTROL PANEL WITH VISUAL AND AUDIBLE ALARM. INSTALL SIMPLEX, DEMAND DOSE CONTROL PANEL INSIDE HOUSE IN ACCESSIBLE LOCATION. INSTALL POWER & CONTROL WIRING TO CONTROLLER WITH ALARM IN HOUSE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND NATIONAL ELECTRIC CODE (N.E.C.) REQUIREMENTS. PUMP CONTROL AND FLOAT LEVELS TO BE INSTALLED TO PROVIDE A 50 GALLON DOSE. PUMP TO BE GOULDS MODEL 3885, WE0512H 230V, SINGLE PHASE, 35 GPM PUMP AT 30 FT TDH. VERIFY EXISTING ELECTRICAL SERVICE PRIOR TO PURCHASING PUMP. WASTEWATER SYSTEM DESIGN 2—BEDROOM RESIDENCE DESIGN FLOW — 110 GPD/BEDROOM SYSTEM DESIGN FLOW — 220 GPD SEPTIC TANK — 1000 GAL PRECAST CONCRETE PUMP STATION — 1000 GAL PRECAST CONCRETE ABSORPTION BED AREA REO'D = (220 GPD)/(.95 GPD/SF) = 232 SF ABSORPTION BED AREA PROVIDED = 10'x25' = 250 SF APPLICA71ON RATE TO EXISTING SOIL: .95 GPD/SF, BASED ON 1-5 MIN/IN PERCOLATION RATE POTABLE WATER SUPPLY — EXISTING LAKE WATER INTAKE TO BE REPLACED BY WELL SITE SOILS DATA TEST PIT TP -1 — 4/9/15 BY T. HUTCHINS, P.E. 0-6" — TOPSOIL 6-16" — BROWN LOAMY FINE SAND 16-35" — RED—BROWN FINE SANDY LOAM 109 COBBLES & BOULDERS 35-60" — LIGHT BROWN FINE SAND, SOME SILT 60-72" - MEDIUM BROWN COARSE SAND NO SEASONAL HIGH GROUNDWATER EVIDENCE SYSTEM MATERIAL SPECIFICATIONS EFFLUENT FILTER EFFLUENT FILTER TO BE INSTALLED AS SANITARY TEE ON OUTLET PIPE FROM SEPTIC TANK TO PUMP STATION TO BE AN EFFLUENT FILTER WITH 1/16—INCH FILTRATION, POLYLOK PL -122. EFFLUENT SEWER PIPE PIPING TO BE 4" SDR -35 OR SCH-40 PVC. INSTALL WITH 1/8" PER FOOT MINIMUM SLOPE. FILTER FABRIC FILTER FABRIC TO BE 4.8 OZ/SY NON—WOVEN SEPARATION FABRIC, TENCATE MIRAFI 140N OR EQUIVALENT. HOUSE SEWER PIPE PIPING TO BE 4" SDR -35 OR SCHEDULE 40 PVC. INSTALL WITH 1/4" PER FOOT MINIMUM SLOPE. ABSORPTION BED AGGREGATE STONE IS TO BE 3/4" TO 1-1/2" WASHED CRUSHED STONE. TOPSOIL PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. SEED MULCH, AND ESTABLISH TURF. TONIN OF Q BUILDING & Reviewed B) Date: �— Dig %Safely. MAP REFERENCE SUGGESTED: INSTALL POLYLOK BASE SURVEY INFORMATION TAKEN FROM: E Cali Before You Dig 12" MIN. PL -122 FILTER SUCH THAT IT IS INSTALL FLOAT SWITCHES TO OPERATE SCHMIDT - DATED MAY 16, 2013, LAST COVER READILY REMOVABLE THROUGH PUMP AND MAINTAIN LEVELS AS INDICATED ® Dig With care 800.962.7962 VAN DUSEN & STEVES LAND SURVEYORS, srww.dlasafelynewyork.eom TANK ACCESS COVER 0 ISSUED FOR PERMIT a 1/8" PER FOOT No. Q 2" O MIN. SLOPEno _ INSTALL VALVE AND UNION-- SLA�� E -0 U7 Scale: NOTED OUTLET 4'" PVC SDR -35 SUCH THAT PUMP CAN BE V N M c c ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL LIQUID LEVEL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. ISOLATED AND REMOVED NNN WITHOUT REQUIRING PIT ENTRY 18" 16" MIN. ° ALARM 3" ABOVE 2 k 'PUMP ON' o: FLOAT SWITCHES — INSTALL INSIDE o o PUMP ON PUMP PIT IN LOCATION ACCESSIBLE WITHOUT P17 ENTRY o PUMP OFF MINIMUM 2X WIDTH _ ° e SEPTIC TANK NOTES ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED BY UTOPIA ENTERPRISES OR EQUIVALENT. ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE. WHERE EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A STABLE BASE. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. ALL JOINTS MUST BE SEALED WITH BUTYL SEALANT. JOINTS BELOW THE LIQUID LEVEL MUST BE TESTED BEFORE BACKFILLING. 16" MIN APPROXIMATE EXISTING GRADE 10' BED WIDTH 4" MINIMUM TOPSOIL ON ENTIRE BACKFILL AREA; SEED AND ESTABLISH TURF BACKFILL MATERIAL AS NEEDED \-10'x25' CRUSHED STONE TO ESTABLISH GRADES ABSORPTION BED ABSORPTION BED SECTION 4" SDR -35 PVC PERFORATED LATERAL INSTALLED NEAR LEVEL, IN BED CONFIGURATION LIMIT OF 10'x25' STONE BED PROPOSED 500 GALLON PRECAST CONCRETE PUMP STATION SEPTIC TANK DETAIL NTS NTS 4" MINIMUM TOPSOIL ON ENTIRE BACKFILL AREA; SEED AND ESTABLISH TURF 25' BED LENGTH ABSORPTION BED PROFILE 4" PERFORATED PVC LATERALS INSTALLED NEAR LEVEL IN BED CONFIGURATION — 25' — ABSORPTION BED PLAN APPROXIMATE EXISTING GRADE FILTER FABRIC, TENCATE MIRAFI 140N OR EQUIVALENT PROPOSED DISTRIBUTION BOX TRANSITION FORCE MAIN TO 4" PVC OUTSIDE OF D—BOX EXTERIOR WEATHERPROOF JUNCTION BOX (IF NECESSARY). SEAL CONDUIT GAS TIGHT. INSTALL CONTROL PANEL IN HOUSE. ALL ELECTRICAL WORK TO BE INSPECTED BY A CERTIFIED ELECTRICAL INSPECTION AGENCY PRIOR TO START—UP OF PUMP STATION 12" MIN. COVER DISTRIBUTION BOX TRANSITION TO 4" PVC OUTSIDE OF D—BOX 2"MIN 2"MIN. DROP BETWEEN INVERT PUMP STATION NOTES EFFLUENT PUMP SEAL ALL TANK OPENINGS WATERTIGHT. PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CONTROL PANEL WITH VISUAL AND AUDIBLE ALARM. INSTALL SIMPLEX, DEMAND DOSE CONTROL PANEL INSIDE HOUSE IN ACCESSIBLE LOCATION. INSTALL POWER & CONTROL WIRING TO CONTROLLER WITH ALARM IN HOUSE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND NATIONAL ELECTRIC CODE (N.E.C.) REQUIREMENTS. PUMP CONTROL AND FLOAT LEVELS TO BE INSTALLED TO PROVIDE A 50 GALLON DOSE. PUMP TO BE GOULDS MODEL 3885, WE0512H 230V, SINGLE PHASE, 35 GPM PUMP AT 30 FT TDH. VERIFY EXISTING ELECTRICAL SERVICE PRIOR TO PURCHASING PUMP. WASTEWATER SYSTEM DESIGN 2—BEDROOM RESIDENCE DESIGN FLOW — 110 GPD/BEDROOM SYSTEM DESIGN FLOW — 220 GPD SEPTIC TANK — 1000 GAL PRECAST CONCRETE PUMP STATION — 1000 GAL PRECAST CONCRETE ABSORPTION BED AREA REO'D = (220 GPD)/(.95 GPD/SF) = 232 SF ABSORPTION BED AREA PROVIDED = 10'x25' = 250 SF APPLICA71ON RATE TO EXISTING SOIL: .95 GPD/SF, BASED ON 1-5 MIN/IN PERCOLATION RATE POTABLE WATER SUPPLY — EXISTING LAKE WATER INTAKE TO BE REPLACED BY WELL SITE SOILS DATA TEST PIT TP -1 — 4/9/15 BY T. HUTCHINS, P.E. 0-6" — TOPSOIL 6-16" — BROWN LOAMY FINE SAND 16-35" — RED—BROWN FINE SANDY LOAM 109 COBBLES & BOULDERS 35-60" — LIGHT BROWN FINE SAND, SOME SILT 60-72" - MEDIUM BROWN COARSE SAND NO SEASONAL HIGH GROUNDWATER EVIDENCE SYSTEM MATERIAL SPECIFICATIONS EFFLUENT FILTER EFFLUENT FILTER TO BE INSTALLED AS SANITARY TEE ON OUTLET PIPE FROM SEPTIC TANK TO PUMP STATION TO BE AN EFFLUENT FILTER WITH 1/16—INCH FILTRATION, POLYLOK PL -122. EFFLUENT SEWER PIPE PIPING TO BE 4" SDR -35 OR SCH-40 PVC. INSTALL WITH 1/8" PER FOOT MINIMUM SLOPE. FILTER FABRIC FILTER FABRIC TO BE 4.8 OZ/SY NON—WOVEN SEPARATION FABRIC, TENCATE MIRAFI 140N OR EQUIVALENT. HOUSE SEWER PIPE PIPING TO BE 4" SDR -35 OR SCHEDULE 40 PVC. INSTALL WITH 1/4" PER FOOT MINIMUM SLOPE. ABSORPTION BED AGGREGATE STONE IS TO BE 3/4" TO 1-1/2" WASHED CRUSHED STONE. TOPSOIL PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. SEED MULCH, AND ESTABLISH TURF. TONIN OF Q BUILDING & Reviewed B) Date: �— Dig %Safely. MAP REFERENCE New/York BASE SURVEY INFORMATION TAKEN FROM: E Cali Before You Dig "MAP OF A SURVEY MADE FOR WENDY IN Wait The Required Time SCHMIDT - DATED MAY 16, 2013, LAST IM Confirm Utility Response ® Respect The Marks REVISED JANUARY 8, 2014, PREPARED BY.• ® Dig With care 800.962.7962 VAN DUSEN & STEVES LAND SURVEYORS, srww.dlasafelynewyork.eom QUEENsevlzY, NY LOCATION MAP LOCATION SYSTEM INSTALLATION NOTES CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLATION OF THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. AFTER EXCAVATION OF 10' WIDE ABSORPTION BED TO THE DEPTHS REQUIRED, THE WALLS AND FLOOR SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED AREAS OF SOIL. 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. THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS. PIPE SHALL BE LAID WITH HOLES DOWN IN ALL CASES. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF AWAY FROM THE DISPOSAL FIELD. DO NOT USE HEAVY EQUIPMENT WITHIN THE ASSORP77ON AREA AFTER PIPING HAS BEEN INSTALLED. THE WASTEWATER TREATMENT SYSTEM IS DESIGNED AND APPROVED BASED UPON THE INSTALLATION OF WATER CONSERVING FIXTURES AND A DESIGN FLOW OF 110 GPD PER BEDROOM. THE SYSTEM IS NOT DESIGNED TO ACCOMMODATE EXTREME WATER USE FIXTURES, SUCH AS JACUZZI—TYPE SPA TUBS OR WATER TREATMENT EQUIPMENT. THE INSTALLATION OF NON—CONSERVING WATER FIXTURES OR EXTREME WATER USE FIXTURES IS CONTRARY TO THE APPROVAL OF THIS WASTEWATER TREATMENT SYSTEM. ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE WASTEWATER SYSTEM. CONSTRUCT DRAINAGE SWALE UPGRADE OF SYSTEM IN ORDER TO DIVERT SURFACE RUNOFF AROUND ABSORP77ON FIELD. N H ILE :C :0P JYCD CF O * � N cc CN W Ul O [Y] Z 0 ISSUED FOR PERMIT 5/29/2015 No. Q p� 6 O e F. - +U—. CL SLA�� E -0 U7 Scale: NOTED Date: TAX MAP # 279.17-2-28 V N M c c ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL N ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. NNN 0 ISSUED FOR PERMIT 5/29/2015 No. Revisions Date WASTEWATER SYSTEM PLAN prepared for. Wendy Schmidt 72 Sunnyside Road North Town of Queensbury, Warren County, NY Drawn: GTH Checked: LIND Scale: NOTED Date: 10/24/2014 169 Haviland Road N Queensbury, NY 12804 (518) 745-0307 Phone Hutchins Engineering s1s 745-0308 Fax 29857-01