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2010-015 TOWN OFQ UEENSBURY Foio 742 Bay RoadQueensburyNY 12804-5902 (518)761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number. P20100015 Date Issued: Wednesday, December 29, 2010 This is to certify that work requested to be done as shown by Permit Number P20100015 has been completed. Tax Map Number. 523400-226-012-0001-019-000-0000 Location: 83 MASON Rd Owner. SARAH WHEELER Applicant SARAH WHEELER This structure may be occupied as a: Septic Alteration Residential Test Pit/Perc Test Review 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&, ,ode Worcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY vers742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20100015 Application Number. A20100015 Tax Map No: 523400-226-012-0001-019-000-0000 Permission is hereby granted to: SARAH WHEELER For property located at: 83 MASON Rd 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: SARAH WHEELER Septic Alteration Residential 147 SUNSET Dr Test Pit/Perc Test Review RUTLAND, VT 05701 Total Value Contractor or Builder's Name/ Address Electrical Inspection Agency CRANDALL EXCAVATING NY Plans &Specifications 2010-015 deep hole perc test/septic alteration $225.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Tuesday,July 26, 2011 (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 eensb , Mo day,July 26,2010 SIGNED BY ravp / for the Town of Queensbury Director of Building& •de , orcement 2010-015 SARAH WHEELER „.eoa.aovrnpdes/curs/hcmecw; er aui long cusromize.Qdt 83 MASON RD ONLY 1.3 SEPTIC ALTERATION TAX ID 226.12-1-19 , _ / f/ / PERMIT F E To • APPROVALS: ZONING TOWN CLERK APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. �( OWNER: rid//!,9// /i/v-H- �/1P' INSTALLER: C"f/41// 6r69179/77-//t/41� 9 � ADDRESS: /475/a/f24r�.f ar4 /O ADDRESS: 17 // DGbCxhz/`L4D PHONE NOS. PHONE NOS. 7T3- 13/ LOCATION OF INSTALLATION: 15_3 ,i/9;e6.2ffed��� RESIDENCE YEAR BUILT NO.OF X COMPUTATION= = TOTAL DAILY FLOW INFORMATION: BEDROOMS 1980 or older �� X 1 j0 gallon per bedroom = 44 0 GARBAGE GRINDER INSTALLED? /te 1981 -1991 X 130 gallon per bedroom = 0 1992-present gallon resent X 110bedroom = 0 SPA OR HOT TUB,� p perINSTALLED? /u0 iVQ- 'f2)1721 f1 PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT ROLLING )C STEEP SLOPE SLOPE ✓ SOIL NATURE: SAND X LOAM X CLAY OTHER ✓ ,/ GROUNDWATER: AT WHAT DEPTH? ,1 / BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? ✓ DOMESTIC WATER SUPLY: L. 9ft ii1449r6X MUNICIPAL WELL (If well:water supply from any septic system absorption is:( ft) ✓ PERCOLATION TEST: RATE IS /1 PER MIINUTE PER INCH(TEST TO BE COMPLETED BY A LICENSED PROFESSIONAL ENGINEER OR ARCHITECT) PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). TANK SIZE: /ZS-O GALLON (MIN. SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for each garbage grinder, spa or whirlpool tub. SYSTEM TYPE: ❑ABSORPTION FIELD (WITH NO. 2 STONE) Total length ft. Each trench X ❑SEEPAGE PIT(S)(WITH NO. 3 STONE) How many? Size? jSIALTERNATIVE SYSTEM Bed or other type? '-T6t/BMJ e ')J-47Xi 9I5� , El HOLDING TANK SYSTEM Total required capacity? Tank size? / Number of tanks? NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. For your protection, please note that pursuant to Section 136-29 of the Code of the Town of Queensbury, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation 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 with respect to this application and agree QUESTIONS? CALL 761-8256 OR EMAIL to abide by these and all requirements of the Town of Queensbury codes(a queensburv.net Sanitary Sewage Disposal Ordinance. VISIT OUR WEBSITE FOR MORE INFORMATION www.queensbury.net 3T�/���o igna u e of Person Responsible Date \ S -4 fes'l ).�L 0 Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NI 12804 Town of Queensbury• Building&Codes Enforcement Office•742 Bay Road• Queensbury,NY 12804 DEEP HOLE/PERC TEST Request for Town Engineer Review Property Owner: 5FiCZA,r15-5rAL--L... Phone: Property Owner's Address: C53 N'r\M5C1\) b Location of Test: a 3 f...._47) Tax ID#: z 26,11...-1 ,-0 C) *Applicant's Engineer: 1A4, 5 erNJG Phone: 7Y5----c3eveilct) Applicant's Agent: Phone: 60 -7(0c) (C) Additional Notes: 1.Reason for Request? New Septic System Replacement Septic System I Failed Septic System Subdivision Site Plan Review 2.Are Wetlands present? I I YESXNO UNKNOWN *Note: Applicant is required to engage an engineer for design and testing of the system. The Town Engineer's responsibility is to witness system testing only. PLOT PLAN: Plot plan, to scale, to be submitted with application FEE SCA}L.E. . $ 200 Flat Fee Date Paid: Z0—/0 .......D Check No.: 2 7C 7 b. OR Fee to be determined during To Be Determined: Site Plan /Subdivision review process SIGNATURE: In carrying out the provisions of Article IV, the Local Board of Health or the enforcement officer may engage the services of a qualified professional consultant for expert review and recommendation arising from the carrying out of the provisions of Art. IV, including but not limited to the review of plans, specifications and reports, attendance at inspections, dye tests, deep hole test pits, septic related deep hole and percolation tests, system installations, and any other aspect of any matter contained in this Art. IV, and any costs incurred in such review shall be paid to the Town by the owner of the property before any approval can be granted under this Art. IV shall become effective within 30 days of presentment of an invoice for same, whichever is sooner. Such costs shall not exceed $1,500 without prior written notice to the party to be charged with same. My signature below indicates I have thoroughly read and understand the instructions, agree to the submission requirements and have compl-ted the application. I also fully understand that additional engineering fees may be necessary per • n of sue)" bury Loc I Law 136-14D. iti SIGNATURE OF APPLICANT: Ail. 'VWDate:Alk. 1/2 1"0 SIGNATURE OF AGENT: Date: Original (B&C File) Canary (Planning) Pink(Applicant) Gold (Town Clerk) --a - - Dave Hatin To: Clark R.Wilkinson Cc: Pam Whiting Subject: Request for Town Engineer Review DEEP HOLE/PERC TEST Request for Town Engineer Review Name: Sarah Wheeler Phone: Address: 83 Mason Rd Location of Test: 83 Mason Rd Applicant's Engineer: Ton Hutchins P E Phone: 745-0307 Applicant's Agent: Tom Hutchins P E Phone: 260-7499 Additional Notes: Reason for Request: I I New System I X I Replacement System Failed System Are WETLANDS present? I I YES X NO UNKNOWN 1/28/2010 Septic Inspection Report Office No. (518) 761-8256 Date Inspectio equest received: Queensbury Building &Code Enforcement Arrive: am/p Depart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials:�d NAME: (A)064-14e. PERMIT NO.: /0 DSS LOCATION: IIA INSPECT ON: z).--/2-&>//b RECHECK: 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 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,N Location/ Separations Foundation to tank Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan _ N Engineer Report and As-Built Y_N Location of System on Property: Front Re- Left Side Right Side Middle Front Middle Rear S s em s- .t Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc Septic Inspection Report Office No. (518) 761-8256 Date Ins.e ' •n request received: Queensbury Budding &Code Enforcement Arrive: • ib am/ Depart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspecto 's Initials: NAME: rip,,,..-4. " IUnLaR PERMIT NO.: „e-ds--/0-(0/3- LOCATION: Glc ✓elt 00/C-C- Kb. INSPECT ON: t j I k I '0 RECHECK: Comments and/or diagram Soil Type: Sand/ Loam/ Clay Type of Water: Municipal/ Well Water trv4,..t° 7C -r' K Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + / - Y N N/A 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_N Location/ Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft_. �,�_ j L Conforms as per Plot Plan _Y 1/ Engineer Report and As-Built —Y N til C ftp- APPRe'I/.4-4- -0 -1- 44/1N-4_ C_CC C _ —c---,t< (pc---'t 7 Location of System on Property: i i(0 5//6 Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: proved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc //lc Septic Inspection Report Office No. (518)761-8256 Date Ins•-«•• •request reeceeiivved: Queensbury Building&Code Enforcement Arrive: ' ' am/ part:_ part: am/pm 742 Bay Rd., Queensbury, NY 12804 Ins•-«•• Initials: NAME: 1)tai PERMIT NO.: /V `�./ /�S LOCATION: sf 1c�i1;c._. P41 INSPECT ON: rl RECHECK: Comments and/or diagram Soil Type: d/ 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 'Arr. ft. , Length of each trench `� ft. Depth of trenches ft. size-ef Stene ��./c�v - �S - f �C Seepage Pits: Number Size: x Stone Size: Piping Size _ T Building to tank ' 4 Tank to Distribution Box �1 q�� Distribution Box to Field/ Pit r, Gj 2,) ,/� Opening Sealed: I_N � End Cap N Inlet/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 (ow, �ui<- Conforms as per Plot Plan Y . Engineer Report and As-Built Y✓N Q •'/�C� �'U�j � 1/2A'1/4 -- ETU Maintenance Contract Y—N ��� �GG�C• /'U provided Location of System on Property: �dU N Front Rear Left Side Right Side Middle Front Middle Rear -m . - S •t . Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Report_03 29 10.doc 169 Haviland Road Queensbury, NY 12804 Hutchins Engineering Phone:(518)745-0307 9 9 Fax:(518)745-0308 December 22, 2010 Town of Queensbury Building Department "i 20Th 742 Bay Road Queensbury, NY 12804 Re: Septic System Installation Sarah Wheeler, 83 Mason Road, Cleverdale 697 Our office prepared a wastewater replacement design, dated 08/26/2009, for Sarah Wheeler at the above-referenced property. The project consisted of the installation of a 1,250-gallon septic tank, a 1,000-gallon pump station tank, and an absorption field containing four biomat laterals at 28' each for 112 LF of trench. A representative from our office visited the site during system installation. Based upon our site inspection and our discussions with the installer, it is my opinion that, with the exception of surface finishing and turf establishment, the system was installed in general conformance with the design prepared by our office (copy attached). Please contact me if you have any questions or if you require additional information. Best Regards, I G. Thomas Hutchins, P.E. Enclosure Cc: Sarah Wheeler V k- 3c=\nn Mason •J G.Thomas Hutchins,P.E. COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CTIFICATE - ELECTRICAL APPROVAL i Permit No � - = Cert. N2 10 9 2 8 Cut-in Card No.......... Owner............ :...Gw't . Location...... ...3... ..............................................................et � � Installation Consisting of...- �t,� r ... 9 9' � ....... .....`.... .... ........................................ . ............................... Installed By..,••••„•••.•, .......................................... .................. ..........................................I............ The conditions following Lie.No.,..,.• .......... . d is cancelled:- governed the issuance of this certificate,and any certificate previously This certificate only covers the electrical equipment and installation conditions as of date. Upon e he introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of making ' rules are violated,the Company shall have the right toj evgke this �e tions at any time, and if its Date.......... . 'C INSPECTOR... . '..... .� ._..✓ ........................................ _ Member N.F.P•A.,I.A.E.1. WASTEWATER SYSTEM DESIGN 4 BEDROOM RESIDENCE WATER SAVING FIXTURES (1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS) DESIGN FLOW — 110 GPD/BEDROOM SYSTEM DESIGN FLOW — 440 GPD SEPTIC TANK — 1250 GAL PRECAST CONCRETE PUMP STATION — 1000 GAL PRECAST CONCRETE W/DUPLEX PUMPS LEACH FIELD — ELJEN IN—DRAIN TYPE B GEOTEXTILE SAND FILTER UNITS INSTALLED IN SHALLOW BED CONFIGURATION DESIGN PERCOLATION RATE IN NATIVE MATERIAL = 11-15 MIN/IN APPLICATION RATE: 0.8 GPD/SF ABSORPTION AREA REQUIRED: 550 SF ELJEN IN—DRAINS PROVIDE 6 SF/LF PER NYSDOH APPENDIX 75—A, ADOPTED FEBRUARY 3, 2010 92 LF OF ELJEN IN—DRAIN TYPE B TRENCH REQUIRED USE 4 LATERALS AT 28' LONG IN BED CONFIGURATION (7 UNITS EACH LATERAL) 128 LF TOTAL TO BE PROVIDED POTABLE WATER SUPPLY — EXISTING SUPPLY FROM LAKE GEORGE 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 SYSTEM IS NOT DESIGNED TO ACCOMODATE GARBAGE GRINDERS. THE INSTALLATION OF GARBAGE GRINDERS, NON—CONSERVING WATER FIXTURES OR EXTREME WATER USE FIXTURES IS CONTRARY TO THE APPROVAL OF THIS WASTEWATER TREATMENT SYSTEM. OXE GE0,/D`lE EXISTINGl o 4-BEDRpOM WOOD / FRgME HOUSE / v SITE SOILS DATA TEST PITS TP -1 — 2/9/10 BY. T. HUTCHINS, P.E. WITNESSED BY.- C. WILKINSON, P.E. PARAGON CIVIL ENGINEERING 0-6" FROZEN TOPSOIL 6-18" LIGHT BROWN LOAMY FINE SAND W/COBBLES & GRAVEL 18-52" MEDIUM BROWN SILTY SAND 52-70" MEDIUM & DARK SILTY SAND, FIRM, SOME GRAY LAYERS MOTTLING @ 50" PRESUMED BOUNDARY CONDITION @ 50" TP -2 — 2/9/10 BY. T. HUTCHINS, P.E. WITNESSED BY. C. WILKINSON, P.E. PARAGON CIVIL ENGINEERING 0-12" FROZEN TOPSOIL 12-27" LIGHT BROWN LOAMY FINE SAND 27-35" DARK LOAM 35-55" MEDIUM BROWN COBBLEY SILTY SAND, FIRM 55-68" REDDISH BROWN COBBLEY SAND & SILT MOTTLING @ 57" ROOTS TO 54" PRESUMED BOUNDARY CONDITION @ 57" PERCOLATION TEST PT -11 — 2/9/10 BY. T. HUTCHINS, P.E. WITNESSED BY. C. WILKINSON, P.E. PARAGON CIVIL ENGINEERING STABILIZED PERCOLATION RATE = 11 MINUTES/INCH TOWN OF QUEENSBURY REQUIREMENTS 3 FEET OF VERTICAL SEPARATION TO SEASONAL HIGH GROUNDWATER FOR INSTALLATIONS WITHIN 1000 FEET OF LAKE GEORGE. S—_8 -50'E 149.65 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. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF AWAY FROM THE DISPOSAL FIELD. AFTER EXCAVATION OF 20' WIDE ABSORPTION BED TO THE DEPTHS REQUIRED, THE WALLS AND FLOOR SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED AREAS OF SOIL. DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER IN—DRAIN UNITS HAVE BEEN INSTALLED. ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE WASTEWATER SYSTEM. CONSTRUCT DRAINAGE SWALE UPGRADIENT OF SYSTEM IN ORDER TO DIVERT SURFACE RUNOFF AROUND ABSORPTION FIELD. PROPOSED 4' PVC SDR -35 HOUSE SEWER, 1/4' PER FT. MIN. SLOPE EXISTING CESSPOOL TO BE PUMPED AND REMOVED PROPOSED 1250 CALLON PRECAST CONCRETE SEPTIC TANK Pr -1 o �Q TP -1 / DPROXI TE o / EXISTING CESSPOOL N8r 5O 1 W 152.57_�— PROPOSED 4" PVC SDR-35— EFFLUENT SEWER, 1/8" PER FT. MIN. SLOPE PROPOSED 1000 GALLON PRECAST CONCRETE PUMP STATION WITH DUPLEX PUMPS PROPOSED 1.5" PVC SDR -26 FORCE MAIN, PROVIDE 4.5' FROST PROTECTION & POSITIVE DRAINBACK TO PUMP STATION SITE PLAN SCALE: I"=10' FILL MATERIAL NOTES AFTER REMOVING ORGANICS, PLACE SYSTEM FILL OVER THE ENTIRE AREA OF PROPOSED ABSORPTION BED AND TAPER AREA TO GRADES SHOWN ON SITE PLAN. SYSTEM FILL TO BE LOAMY SAND FILL WITH IN—PLACE, STABILIZED PERCOLATION RATE OF 5-15 MINUTES PER INCH. SYSTEM FILL IS TO BE STABILIZED IN 6" LIFTS PRIOR TO CONSTRUCTING ABSORPTION BED AREA. IN—PLACE PERCOLATION RATE IS TO BE VERIFIED BY DESIGN ENGINEER PRIOR TO ABSORPTION BED CONSTRUCTION. TAPER THE FILL AREA TO MEET WITH THE EXISTING GRADE AT THE TAPER LENGTHS SHOWN ON SITE PLAN. ABSORPTION FIELD NOTES THIS DESIGN UTILIZES ELJEN CORPORATION TYPE B IN—DRAIN GEOTEXTILE SAND FILTER UNITS INSTALLED IN SHALLOW BED CONFIGURATION. REMOVE EXISTING ORGANIC MATERIAL FROM SURFACE AND GRADE AREA PRIOR TO PLACING FILL. USE TRACKED EQUIPMENT FOR ALL WORK IN ABSOPRTION FIELD AREA. BOTTOM OF TRENCH (BOTTOM OF CONCRETE SAND) TO BE INSTALLED AT 21" MAXIMUM (ELEVATION 98.25) INTO EXISTING GRADE ELEVATION AT TP -2 (ELEVATION 100). LOCATION MAP N TS l — — ,crvK/NG RETAINING WALCt FILTER UNITS INSTALLED IN / SHALLOW BED CONFIGURATION, p �# Y (4) LATERALS ® 28' EACH, 112 LF TOTAL TO BE PROVIDED; BOTTOM OF CONCRETE SAND TO BE 76.45 INSTALLED AT ELEVATION 98.25' APPROXIMA TE T (1.75' MAXIMUM INTO EXISTING LOCATION GRADE AT TP -2) TO PROVIDE 3' ABANDONED NEIGHBORING WELL VERTICAL SEPARATION TO S.H.GW. ROAD — — GRADE l \ 015 10 ' P1 TCH F G 1. 5z � 20' CO/�ICRETE 4t FROM fL f VA T/ON ROAD GRADE S AND BED 5' 6' 12'-,,. ' TAPER Z Q , U C� B.M. m c� i c '� ° / ® TP02 0 ' / 7P-2 Q 1 / o , , a A) IS0 _ co C / 00 — �o / l I PI TCH F. G. 1.59, �o . •� — / _,N86- 4 W 82 4 _ 3,-* I 24' — PROPOSED FR M ROAD CAVA Tl0_ G_� R� f 4' FR PLEVA T/GN GRADE DISTRIBUTION BOX PROPOSED ABSORPTION FIELD• l ELJEN IN—DRAIN TYPE B SAND / FILTER UNITS INSTALLED IN / SHALLOW BED CONFIGURATION, p �# Y (4) LATERALS ® 28' EACH, 112 LF TOTAL TO BE PROVIDED; BOTTOM OF CONCRETE SAND TO BE INSTALLED AT ELEVATION 98.25' APPROXIMA TE T (1.75' MAXIMUM INTO EXISTING LOCATION GRADE AT TP -2) TO PROVIDE 3' ABANDONED NEIGHBORING WELL VERTICAL SEPARATION TO S.H.GW. TOV�it� Reviews Date'. MAP REFERENCE BASE SURVEY INFORMATION FOR LAKEFRONT LOT TAKEN FROM "MAP OF LANDS OF FREDERICK C. NICHOLSON..." DATED JUNE 15, 1959, PREPARED BY: GLEN B. COULTER, GLENS FALLS, NY BASE SURVEY INFORMATION FOR SECOND LOT TAKEN FROM "MAP OF A SURVEY MADE FOR WILLIAM H & ANN B. TAFT" DATED JULY 26, 1979, PREPARED BY. JOHN B. VAN DUSEN LAND SURVEYORS, GLENS FALLS, NY SITE LOCATION TAX MAP # 226.12-1-19 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. 4" MIN. TOPSOIL, ESTABLISH TURF 4" SDR -35 PVC PERFORATED PIPE GEO-TEXTILE COVER MIRAFI 140BN OR EQUAL WASHED CONCRETE SAND CONFORMING TO NYSDOT SPECIFICATION 703-07 1N -DRAIN UNIT HOLES @ 5&7 O'CLOCK 8" MIN 5' LATERAL SPACING F 12" MAX N TS POLYETHYLENE EXTENSION TO GRADE WITH TAMPER RESISTANT ACCESS COVER d. F 171000 GAL PRECAST CONCRETE PUMP TANK 1-1/2" TEE JOINS TWO PUMP DISCHAGGES INTO ONE FORCEMAIN /. 1-112" SDR -26 PVC FORCEMAIN EXTERIOR WEATHERPROOF JUNCTION BOX (IF NECESSARY); SEAL CONDUIT GAS TIGHT,• INSTALL CONTROL PANEL IN HOUSE 12"± COVER DISTRIBUTION BOX 2" MIN. DROP BETWEEN INVERTS r- 2" MIN. TRANSITION TO J KUSE SPEED LEVELERS TO 4" PVC OUTSIDE ASSURE ALL OUTLETS ARE AT OF D -BOX EXACTLY THE SAME ELEVATION BAFFLE 4" PVC SDR -35 SOLID HEADER TO PERFORATED ABSORPTION BED PIPING, 1/8" PER FOOT MIN SLOPE PUMP STATION NOTES 1-1/2" SCH-40 PVC OR SEAL ALL TANK OPENINGS WATERTIGHT. GALVANIZED PIPING INSIDE WET WELL THROUGH WALL PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CONTROL PANEL WITH VISUAL AND AUDIBLE ALARM. INSTALL DUPLEX, ALTERNATING, GATE VALVE DEMAND DOSE CONTROL PANEL INSIDE HOUSE IN ACCESSIBLE LOCATION. REDUCING TEE POINTED DOWNWARD WITH 1" BALL VALVE INSTALL POWER & CONTROL WIRING TO CONTROLLER WITH ALARM IN THROTTLED TO ALLOW TRICKLE HOUSE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND DRAIN BACK INTO WETWELL NATIONAL ELECTRIC CODE (N.E.C.) REQUIREMENTS. UNION (2)- LOCATE SUCH THAT PUMP CONTROL AND FLOAT LEVELS TO BE INSTALLED TO ALTERNATE UNION CAN BE DISCONNECTED PUMP DOSING AND TO PROVIDE A 70 GALLON DOSE. AND EACH PUMP REMOVED WITHOUT TANK ENTRY PUMPS TO BE GOULDS MODEL 3885, WE0512H 230V, SINGLE PHASE, 35 GPM PUMP AT 30 FT TDH. VERIFY EXISTING ELECTRICAL SERVICE PRIOR TO PURCHASING PUMP. 4" MINIMUM TOPSOIL ON ELJEN IN -DRAIN SAND FILTER UNITS ENTIRE FILL AREA; INSTALLED IN BED CONFIGURATION; SEED AND ESTABLISH TURF (4) LATERALS REQUIRED EACH 28' LONG TOTAL LENGTH 112' I r 20' BED WIDTH 6' TYP TO TOP 5 T SPACINGRAL 6' TYP TO TOP EL. 100 SLOE OF TAPER 2' MIN. SLOPE OF TAPER 12'f LOW SIDE TAPER AT TP -2 -ITI TTI7"1 =r, -I .!"ia .s»•t:'S . ••!i !'t.. t.• -sem "•�'l.'Y;'. . —III -I"', h;.:~Y^' �,rw.�;•.; �'��:,rs:;x. •7�. Cx ` w 1 I AA -I --I -I �• t' .t i C'• - - ,f I — EL. 98.25 �c � '�•• .r'C:; :*.+J «�': ••r:�t•: '.a' ......w ., r).i•�r"�t+�• .. ,,::.'t FT I 1= =1 l= =1 -_ _ I = 3''MIN.=1=_-_-_-_-_- -I = =I = I I= = I =I =I =SEPARATION- _ = I = _ =_=I =__ _ = F1 El = —I I 1=I�=T 1—T 1--� rT'--i;-r=r , j�' APPROXIMATE ' ITO Si H1-1 . G.W.I __—_—_—_— I— —1 I _—_EI I —_ _—_— I —_—_-I HE I—_ —1 I 1=X/ST1NG GRADE:I� rT1—T17—yi iT—I--r,r,-, 95.25 S.H G. W. — I—_—_ I —_— —_—_— — —_— I —_—_— — — — — — — — — — — I tEE I —_— EXISTING ORGANIC MATERIAL NOTE: INSTALL BOTTOM OF TRENCH MECHANICALLY STABILIZED SYSTEM FILL TAPER AREA - SYSTEM FILL TO BE REMOVED PRIOR TO (BOTTOM OF CONCRETE SAND) AT MATERIAL TO ESTABLISH GRADES MATERIAL ALL AROUND PLACING GRANULAR FILL EL. 98.25 TO PROVIDE 3' VERTICAL SPECIFIED ON SITE PLAN, 5-15 MIN. SEPARATION TO S.H.G. W. IN-PLACE STABILIZED PERCOLATION RATE ABSORPTION FIELD SECTION - EUEN IN -DRAIN TYPE B SAND FILTER UNITS IN BED CONFIGURATION SCALE: 1"=3' TAX MAP #226.1 —A L w ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. SUGGESTED: POLYETHYLENE EXTENSION TO GRADE WITH TAMPER RESISTANT ACCESS COVER INSTALL FLOAT SWITCHES TO OPERATE PUMP AND MAINTAIN LEVELS AS INDICATED 10, SUGGESTED: INSTALL POLYLOK 12"t COVER PL -122 EFFLUENT FILTER SUCH THAT IT IS READILY REMOVABLE THROUGH TANK ACCESS COVER WITH GAS DEFLECTOR 4OUTLET 4" PVC SDR -35 3» ° P ' HOUSE SEWER INLET 4" PVC SDR -35 LIQUID LEVEL EFFLUENT SEWER BALL VALVE, ONE PER PUMP— MIN. SLOPE 1/4" PER FOOT MIN. SLOPE INSTALL VALVES AND UNIONS 1/3 OF 1 /8" PER FOOT SUCH THAT EITHER PUMP CAN 16 LIQUID DEPTH 18"MIN. '•° '�:; BE ISOLATED AND REMOVED WITHOUT REQUIRING PIT ENTRY WATERTIGHT SLEEVE AND SEAL (TYP.) ;� I LAG PUMP/ALARM - 3" FLOAT SWITCHES - INSTALL INSIDE Z k 4" ELBOW IF J ABOVE 'PUMP ON' PUMP PIT IN LOCATION ACCESSIBLE w _ Q WITHOUT PIT ENTRY o BAFFLE IS 0 0 : NOT SLOTTED LEAD PUMP ON coo VOLUME OF DOSE o J a. TO BE 70± GALS 1250 GAL PRECAST 60-75% OF 25-409. OF PUMP OFF�7--­ CONCRETE SEPTIC TANK TANK VOLUME TANK VOLUME (DUAL COMPARTMENT'; 16" MIN. PREFERRED) MINIMUM 2X WIDTH ° MAXIMUM 4X WIDTH BALL CHECK VALVE SEPTIC TANK NOTES DUPLEX (2) ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK EFFLUENT PUMPS 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. SEPTIC TANK, PUMP STATION & DISTRIBUTION BOX DETAIL ALL JOINTS MUST BE SEALED. NTS 8" MIN 5' LATERAL SPACING F 12" MAX N TS POLYETHYLENE EXTENSION TO GRADE WITH TAMPER RESISTANT ACCESS COVER d. F 171000 GAL PRECAST CONCRETE PUMP TANK 1-1/2" TEE JOINS TWO PUMP DISCHAGGES INTO ONE FORCEMAIN /. 1-112" SDR -26 PVC FORCEMAIN EXTERIOR WEATHERPROOF JUNCTION BOX (IF NECESSARY); SEAL CONDUIT GAS TIGHT,• INSTALL CONTROL PANEL IN HOUSE 12"± COVER DISTRIBUTION BOX 2" MIN. DROP BETWEEN INVERTS r- 2" MIN. TRANSITION TO J KUSE SPEED LEVELERS TO 4" PVC OUTSIDE ASSURE ALL OUTLETS ARE AT OF D -BOX EXACTLY THE SAME ELEVATION BAFFLE 4" PVC SDR -35 SOLID HEADER TO PERFORATED ABSORPTION BED PIPING, 1/8" PER FOOT MIN SLOPE PUMP STATION NOTES 1-1/2" SCH-40 PVC OR SEAL ALL TANK OPENINGS WATERTIGHT. GALVANIZED PIPING INSIDE WET WELL THROUGH WALL PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CONTROL PANEL WITH VISUAL AND AUDIBLE ALARM. INSTALL DUPLEX, ALTERNATING, GATE VALVE DEMAND DOSE CONTROL PANEL INSIDE HOUSE IN ACCESSIBLE LOCATION. REDUCING TEE POINTED DOWNWARD WITH 1" BALL VALVE INSTALL POWER & CONTROL WIRING TO CONTROLLER WITH ALARM IN THROTTLED TO ALLOW TRICKLE HOUSE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND DRAIN BACK INTO WETWELL NATIONAL ELECTRIC CODE (N.E.C.) REQUIREMENTS. UNION (2)- LOCATE SUCH THAT PUMP CONTROL AND FLOAT LEVELS TO BE INSTALLED TO ALTERNATE UNION CAN BE DISCONNECTED PUMP DOSING AND TO PROVIDE A 70 GALLON DOSE. AND EACH PUMP REMOVED WITHOUT TANK ENTRY PUMPS TO BE GOULDS MODEL 3885, WE0512H 230V, SINGLE PHASE, 35 GPM PUMP AT 30 FT TDH. VERIFY EXISTING ELECTRICAL SERVICE PRIOR TO PURCHASING PUMP. 4" MINIMUM TOPSOIL ON ELJEN IN -DRAIN SAND FILTER UNITS ENTIRE FILL AREA; INSTALLED IN BED CONFIGURATION; SEED AND ESTABLISH TURF (4) LATERALS REQUIRED EACH 28' LONG TOTAL LENGTH 112' I r 20' BED WIDTH 6' TYP TO TOP 5 T SPACINGRAL 6' TYP TO TOP EL. 100 SLOE OF TAPER 2' MIN. SLOPE OF TAPER 12'f LOW SIDE TAPER AT TP -2 -ITI TTI7"1 =r, -I .!"ia .s»•t:'S . ••!i !'t.. t.• -sem "•�'l.'Y;'. . —III -I"', h;.:~Y^' �,rw.�;•.; �'��:,rs:;x. •7�. Cx ` w 1 I AA -I --I -I �• t' .t i C'• - - ,f I — EL. 98.25 �c � '�•• .r'C:; :*.+J «�': ••r:�t•: '.a' ......w ., r).i•�r"�t+�• .. ,,::.'t FT I 1= =1 l= =1 -_ _ I = 3''MIN.=1=_-_-_-_-_- -I = =I = I I= = I =I =I =SEPARATION- _ = I = _ =_=I =__ _ = F1 El = —I I 1=I�=T 1—T 1--� rT'--i;-r=r , j�' APPROXIMATE ' ITO Si H1-1 . G.W.I __—_—_—_— I— —1 I _—_EI I —_ _—_— I —_—_-I HE I—_ —1 I 1=X/ST1NG GRADE:I� rT1—T17—yi iT—I--r,r,-, 95.25 S.H G. W. — I—_—_ I —_— —_—_— — —_— I —_—_— — — — — — — — — — — I tEE I —_— EXISTING ORGANIC MATERIAL NOTE: INSTALL BOTTOM OF TRENCH MECHANICALLY STABILIZED SYSTEM FILL TAPER AREA - SYSTEM FILL TO BE REMOVED PRIOR TO (BOTTOM OF CONCRETE SAND) AT MATERIAL TO ESTABLISH GRADES MATERIAL ALL AROUND PLACING GRANULAR FILL EL. 98.25 TO PROVIDE 3' VERTICAL SPECIFIED ON SITE PLAN, 5-15 MIN. SEPARATION TO S.H.G. W. IN-PLACE STABILIZED PERCOLATION RATE ABSORPTION FIELD SECTION - EUEN IN -DRAIN TYPE B SAND FILTER UNITS IN BED CONFIGURATION SCALE: 1"=3' TAX MAP #226.1 —A L w ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW.