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2013-440 gliakTOWN OF QUEENSBURY LT • Ay 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20130440 Date Issued: Monday, November 25, 2013 This is to certify that work requested to be done as shown by Permit Number P20130440 has been completed. Tax Map Number: 523400-289-009-0001-069-000-0000 Location: 352 GLEN LAKE Rd Owner: ROBERT NAPOLI Applicant: ROBERT NAPOLI 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 41 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. 004 TOWN OF QUEENSBURY s 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: P20130440 Application Number: a20130440 Tax Map No: 523400-289-009-0001-069-000-0000 Permission is hereby granted to: ROBERT NAPOLI For property located at: 352 GLEN LAKE 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: ROBERT NAPOLI BONNIE NAPOLI Septic Alteration Residential 13 CHESTNUT Rd Total Value LAKE GEORGE NY 12845-0000 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2013-440 Res. Septic Alteration(BOH 6-2013 Septic Variance) $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday, September 17,2014 (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 Town of ueen ry, es : , *#'• . • i ber 17, 2013 • SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement Office Use Only Town of Queensbury Building & Codes Received: ' '8113 SEPTIC DISPOSAL PERMIT Tax Map ID: ��, -1 Permit No.: / 3— A permit must be obtained before beginning construction t (rte Permit Fee: $ 1 Approvals: Applicant: ROBERT & BONNIE NAPOLI Installer/Builder (TO BE DETERMINED) Address: 13 CHESTNUT DRIVE Address LAKE GEORGE NY 12845 Phone: (518) 796-2047 Phone Owner: (SAME AS APPLICANT) Location of Installation 352 GLEN LAKE ROAD Address: Phone Contact Person for Building&Code Compliance: Day Phone: Residence Information: Year Built #of Bedrooms x Gallons per bedroom =Total Daily Flow 1980 or older x 150 = Garbage Grinder installed? NO 1981—1991 x 130 = Spa or Hot Tub Installed? NO 1992—Present 5 x 110 = 550 Parcel Information: Topography X Flat Rolling Steep Slope %Slope Soil Nature x Sand Loam Clay Other Groundwater At what depth? >6' Bedrock/Impervious Material At what depth? >6' Domestic Water Supply Municipal x Well(if well,water supply from any septic system absorption is 89-3 ft.) Percolation Test Rate- 4:30 per minute 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). TWO 1,000-GALLON POLYETHYLENE SEPTIC TANKS Tank size gallon(minimum size 1,000 gallons),add 250 gallons to size of septic tank for each garbage grinder,spa or whirlpool tub System Type: Absorption Field(with#2 stone) Total length 100 ft. Each trench 4 X 25' Seepage Pit(S)(with#3 stone) How many? Size? Alternative System Bed or other type? Holding Tank System Total required capacity? Tank size? #of tanks? NOTE: 1)Alarm system and associated electrical work must be inspected by a Town approved electrical inspection agency-see Certified Electrical form on Town website; 2) Effective as of March 23, 2006 Septic System-As Built Plot Plan: The Building Department will no longer allow systems to be covered until such time as an As-Built Plot Plan is received and approved by the Building Inspector. The installed system must match the septic system layout on file. There will be no exceptions. 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 to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. Print Name: jd,h P�� V c7roct9 1 s- Date: `V/Vi/-1 Signature: Date: 7/ /4//3 Town of Queensbury Buil ing&Codes Septic Disposal Permit 518-761-8256 Town of Queensbury Building & Code Enforcement Office No, (518) 761-8256 Septic Inspection Report Inspection request received: Name: NA-' c.5LA Inspected on: Location: (.L-h`3 &,4k<J: A) Arrive: l a.m.I p.m. Permit No.: IPV)) 44- Inspector's Initials: C. fr /r) Comments and/or diagram Soil Type: Sand/Loam/Cl. Type of Water: Municipal/ e Water Waterline separation dista ce ft. Well separation distance ft. Other wells: ft. Well Casing Length 50'1-1-I- Y N N/A [150'to well required if Nq] Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number I Size: x Stone Size: Piping Size Type Building to tank I Tank to Distribution Box; Distribution Box to Field/Pit Opening Sealed: I _N End Cap Y N Inlet/Outlet Pipes&Bate]: _Y N Manholes 12"or less b:ow grade Y N [provide extension col 'r if Yes] _Y_ Location/Separations Foundation to tank ft. Foundation Co absorption ft. Separation of Pits ft. Conforms as per.11Plan JO_ngineer Report and As-Built N EID MaTRterranu Cunract provided Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Sta s: Approved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved Septic Inspection Report Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart. .30) am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: Cf/A2 NAME: /VA\ df-A- PERMIT NO.: t.• C) LO .: I ON: 55-2 /-1,-1•1 ( ,`CT) INSPECT ON: 1W R e%'r ECK: Comments and/or diagram Soil Type: Sand / Loam/ Clay Type of Water: Municipal / Well Water Waterline separation distanceft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + / - Y N N/A [150'to well required if NO] � \/- 42 i A ' Absorption Field: Total length L�U ft. CDT' t- 5 Length of each trench ft. Depth of trenches ft. 1-2 Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size StType Building Building to tank C"1-&x, I Tank to Distribution Box / tt. .39 Distribution Box to Field/ Pit J C ')f Opening Sealed: Y_N End Cap _Y_ 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 ft. Conforms as per Plot Plan _Y_ N Engineer Report and As-Built Y_ N ETU Maintenance Contract Y_ N provided Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear S stem Use Status. 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 Report03 29 10.doc Town of Queensbury Building &Code Enforcement Office No. (518) 761-8256 Septic Inspection Report Inspection request received: t-t US-1 9 Name: N, c_f+.. C Inspected on: t L 1i. ( l'3 Location: 35 C.. G,& t L A-k6 -- cV Arrive: / = / J a.m.1m� Permit No.: / 3- ' 1 <0 Inspector's Initials: _/k---4,t) 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. ---L .Sk qri Well Casing Lengt 0'+l- Y N/A [150'to well re fired if NO] Absorption Field: Total length ft. Length of each trench ft. .---— roR / �] Depth of trenches ft. \ Y `\L_Lc_�'/1r` Size of Stone LI' 5- - —'F$ Seepage Pits: Number ) Size: x ( C. cji"E Stone Size: Piping Size / Type r >!' Building to tank t Z kA 45 Tank to'Distribution Box C r( i`<----\—) °�j Distributioh,Box to Field I Pit V / Opening Seal:d: _Y_N \&) 1 � h x�/�— Su A n ,LQ End Cap Y_N Vel J��"� �"` Inlet/Outlet Pipes&Baffles Y N ,..---7 �V�� PCs' , ?.,v-�' Manholes 12"or less below grade Y N f� J [provide extension collar if Yes] _Y_N ��` — Location/Separations Foundation to tank ft. <-----------7 • Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y�t� Engineer Report and As-Built �!N ETU Maintenance Contract provided _N Location m 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 Septic Inspection Report Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depar[— am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: J NAME: ip �� PERMIT NO.: / 3-�I'Sl Q LOCATION: �� C I . � . , RA INSPECT ON: //-/M'.-i 3 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 [150'to well required if NO] Absorption Field: Total Jength --Lc)-C-> ft. Length of each trench _A-- > ft. Depth of trenches ft. �� f T 6� � V Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size - TyIPe t,- � �� r NCC t.k Building to tank Tank to Distribution BoxDistribution Box to Field / Pit 6 -(Z. Opening Sealed: Y— N End Cap Y_N Inlet/Outlet Pipes&Baffles _Y N _ '--- - ---__---.---..___ ---.------_...-.---_-_.�� Manholes 12"or less below grade _Y_ N [provide extension collar if Yes] Y T N Location/ Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y_N Engineer Report and As-Built _Y—N ETU Maintenance Contract Y_ N provided Location of System on Property: ,lam 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 L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Report_03 29 10.doc Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials:: NAME: L PERMIT NO.: `�L LOCATION. INSPECT ON: IT4 la CRECHECK: j 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: Totarlength '`J _2 ft. Length of each trench "1.55:,‘'1ft. Depth of trenches ft. Size of Stone Seepage Pits: Number ( Size: �x Stone Size: --- Piping Size Type C-7 y Building to tank Tank to Distribution Box Distribution Box to Field / Pit l C - Vj Opening Sealed: Y N End Cap _Y_ N Inlet/Outlet Pipes & Baffles Y N Manholes 12"or less below grade Y N [provide extension collar if Yes] TY N Location / Separations _ Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y N' Engineer Report and As-Built Y j7 N ETU Maintenance Contract _Y N provided Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear 5_ystem Use Status;„, 'Approved \l 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 ?-1/ Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: 1ii z/ 1 Queensbury Building & Code Enforcement Arrive: am/pm Depart: d0+�• am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: icTh tai iU NAME: �J�1 + ( PERMIT NO.: - �+ l O LOCATION: 1)ci 1_ j, P I9-L4 INSPECT ON: / B1& 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 <= [150'to well required if NO] J(`ku yJ Absorption Field: Total length ft. � �_ Ir v\- S -- Length of each trench ft. Depth of trenches ft. ! ��J C. L • vL. 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 Manholes 12"or less below grade _Y_ N [provide extension collar if Yes] Y— N Location / Separations Foundation to tank c';-)11 ,ft. `--Z___-5- PL's) — Foundation to absorption Separation of Pits ft. Conforms as per Plot Plan _Y N Engineer Report and As-Built Y N ETU Maintenance Contract Y_ N _provided Location of System on Property: F V Rear Left Side Right Side Middle Front Middle Rear System Use 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 Fax: (518)745-0308 November 18, 2013 Town of Queensbury Building Department 742 Bay Road Queensbury, NY 12804 • Re: Septic System Installation 2. 0 ' -44 D Robert Napoli, Glen Lake Road Tax Map #289.9-1-69 Our office prepared a wastewater replacement design for Robert Napoli at the above-referenced property. 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 attached record drawing. Please contact me if you have any questions or if you require additional information. Best Regards, G. homas H chins, P.E. Enclosure Cc: Mr. Bob Napoli G.Thomas Hutchins,P.E. '" t Nor rSo I All iz TAX PARCEL 289.9-1-38 ` ' .• r:ew .AA' �v. � ,sem s m S}' ai` .:-W �\- LANDS N/F OF .l �- 2 1135 / G r A y.. --.e+' : -'� ` I ZZ\ ASFHALY >{, , [ \ r a ,rt n. `' rmh a.., `.:�.:C9 ,.._ `«' x •`sem y';. -[� a`.. ' DRIVE sx s .. x v ,-en,:N,gM w oa y `, ✓ �.s rr ,f s =.. h} *3' -�` x„' \ PORCH \_ ,. < '� s r� s { t r[ k� a ~r• x�' SITE :ii ,c'. �n -r '-„r s r� : m LEGEND My - r IRON. PIPE FOUND \ IPF _ � - ,er ,::�! ,• s _:�,,. .__,o - s m -.c f v i' IRFO= IRON,ROD FOUND �. i .'. ..' Y. + z �\ - 2.±E..: .. .� - .: s .{ i' x.' � ,.:. '.. t ] .Y •'. .� �..v x' ...::_. t T ``3 �rva :t IY., urlLirr POLE '_ :.w: .,,w''A'd-5, i I. ® {,fit°. �:. ': r, [frn r :'-- ..r': �— �� Y .,', a S:FC xb l:?`.:OM1 s=. -a y:'*' y:.1-1 \ ® ELECTRICAL r LOCATION MAP w\ \ \Era,.yac a• I' NTS U' PATIO �. x • CONCRETE c I 1 DRIVE RE>• FIREPLACE 1 : - a 1 I IT h Ni r I �? I STORY CONc kErE o/ WOOD FRAMED / 'SIDEWALK HOU5E \ - 4 ± 3 BEDROOM / PATIO WASTEWATER SYSTEM SEPARATION SUMMARY HOUSE (NORTHERN) HOUSE (SOUTHERN) ON-SITE NEIGHBORIN SHORELINE PROPERTY 13.7' WELL 89.3' G WELL 626, 100.0' LINE 10.0' ABSORPTION FIELD 6 5• SEPTIC TANK (NORTHERN) 9.01 86.0' 78.0' 88.9' 42.1 ' SEPTIC TANK (SOUTHERN) 22.5 Q3' 84.5' 65.1' 93.7' 34.6' 4- HOUSE SEWER INLET MIN. SLOPE y 1/4" PER FOOT WATERTIGHT SLEEVE AND SEAL (TYP.) 1000 GALLON -1 PREFABRICATED POLYETHYLENE' SEPTIC TANK ONGREIE h10E�P�K G / PROPOSED DISTRIBUTION BOX 25' TRENCH LENGTH TYP. AES PIPE LENGTH TYP. I I i PROPOSED 4- V VENT MANIFOLD I l APPROXIMATE FINISH GRADE 3" 16" 18"IMIN. LIQUID DEPTH 1 30" MIN. 1 60" MAX. POLYETHYLENE EXTENSION TO GRADE WITH TAMPER RESISTANT ACCESS COVER SEPTIC TANK DETAIL NTS ENVIRO-SEPTIC PIPE SECTION NTS SYSTEM SAND GRADATION BACKFILL MATERIAL TO BE GRANULAR BACKFILL MATERIAL WITH NO ORGANIC LOADING DEVICES SUCH AS JACUZZI TYPE SPAS OR .. .. ... Ulu ORIENTED = AND INSTALLATION MANUAL, STATE AND LOCAL REGULATIONS. FOR 4 (4.75—mm) PROPOSED 4"0 , COARSE EFFLUENT FIBERS ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE TYPICAL ENVIRO-SEPTIC FIBER MAT 16 (1.18—mm) PRODUCT INFORMATION OR THE NEAREST DEALER CONTACT `PRESBY No. VENT, SEE DETAIL ! _ sNo. M2 REQUIRED AT 25' LONG EACH BIO -ACCELERATOR SLUDGE ENVIRONMENTAL, INC. 143 AIRPORT ROAD, WHITEFIELD, - NH ` 03598, 0-10% No. FABRIC TO CONSTRUCTION. TOPSOIL DISBRIBUTION BOX 2" MIN. DROP -: PHONE 1-800-473-5298 WWW.PRESBYENVIRONMENTAL.COM ' O THIS DESIGN IS SUBJECT TO STATE AND LOCAL APPROVALS.. DETAILED ENWRO- OFFSET 1910 SCREEN OPENING SCALE: 1"=5' I SEPTIC PIPE ADAPTOR \ACC ELERATOK FPg AFTER EXCAVATION OF 4' WIDE TRENCH TO THE DEPTHS REQUIRED, 3 EFFLUENT SEWER 2 APPROVAL DRAWINGS 6/3/13 THE WALLS AND FLOOR OF EACH TRENCH SHALL BE CLEANED AND 2" MIN. __ ELBOW LEVEL WITH TOP - 4/5/13 Ljl ,; ------SLOP RAKED IN ORDER TO LOOSEN SMEARED SECTIONS OF TRENCH. 0 ISSUED 3/20/12. 4" M AX INTO OF OFFSET ADAPTOR PROPOSED 1,000 O No: Date OFFSET ADAPTOR SIDE VIEW PLACEMENT OF CONCRETE SAND, PRESBY ENVIRO-SEPTIC® PIPE AND WASTEWATER SYSTEM DETAILS GAL POLYETHYLENE i ' 4" MIN. TOPSOIL FILTER FABRIC SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED D LEVELERS TO 7YTHE SEPTIC TANK Dig OSafely■ // // // // ....... / // 90' ELBOW ASSUTLETS ARE AT TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN rk Glen Lake Road s PLAN VIEW Town of Queensbury, Warren County, NY I THE PIPE. - III 1 ,y RAISED CONNECTION DETAIL 2 4 MINIMUM OF 6" OF MEDIUM TO COARSE SAND, WITH LESS THAN 2% PROPOSED y •' PASSING A # 200 SIEVE, REQUIRED AROUND CIRCUMFERENCE OF ABSORPTION TRENCH, EFFLUENT SEWER I RANDOMLY NTS ADVANCED ENVIRO-SEPTIC PIPES. (SEE DESIGN AND INSTALLATION r 1/81' PER FOOT MIN SLOPE ORIENTED MANUAL FOR COMPLETE SAND AND FILL SPECIFICATIONS.) ! SEWN SEAM THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING o PROPOSED 1,000 STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED GAL POLYETHYLENEJOINTS, ENVIRO-S OR OTHER UNSUITABLE CONDITIONS. SEPTIC TANK SKIMMER TABS AIR SPACE ` ;ADAPTOR 11 ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND } i DIVERT SURFACE RUNOFF AWAY FROM THE DISPOSAL FIELD. O11 RIDGES \Is DEPARTMENT OF HEALTH AND SHALL BE OF PREFABRICATED POLYETHYLENE. DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER ". PIPING HAS BEEN INSTALLED. ALL STRUCTURES SHALL BE PLACED ON 6"t LEVEL PEA GRAVEL BASE. WHERE Q GE1TEXTILE SCUM PROPOSED HOUSE SEWER i i FABRIC RUBBER GASKETS SHALL BE INSTALLED IN ALL INLETS AND OUTLETS. THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES AND NOT DESIGNED TO ACCOMODATE EXTREME WATER USE OR EXTREME APPROXIMATE FINISH GRADE 3" 16" 18"IMIN. LIQUID DEPTH 1 30" MIN. 1 60" MAX. POLYETHYLENE EXTENSION TO GRADE WITH TAMPER RESISTANT ACCESS COVER SEPTIC TANK DETAIL NTS ENVIRO-SEPTIC PIPE SECTION NTS SYSTEM SAND GRADATION BACKFILL MATERIAL TO BE GRANULAR BACKFILL MATERIAL WITH NO ORGANIC LOADING DEVICES SUCH AS JACUZZI TYPE SPAS OR .. .. ... .... .. .. .,.. .. _ :.:" id = GARBAGE GRINDERS. 4 (4.75—mm) 95-1007 , COARSE EFFLUENT FIBERS ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE TYPICAL ENVIRO-SEPTIC PIPE TYPICAL 4' WIDE PRESBY PROPOSED 4"0 16 (1.18—mm) MUST BE EXCLUDED FROM THE WASTEWATER SYSTEM. No. ABSORPTION TRENCH; FOUR VENT, SEE DETAIL ! _ sNo. 4"0 LOW VENT ATTACHED REQUIRED AT 25' LONG EACH BIO -ACCELERATOR SLUDGE INSTALLER ADVISED TO CONTACT DIG SAFELY NEW YORK PRIOR 0-10% No. FABRIC TO CONSTRUCTION. TOPSOIL DISBRIBUTION BOX 2" MIN. DROP ' THIS DESIGN IS SUBJECT TO STATE AND LOCAL APPROVALS.. DETAILED WASTEWATER SYSTEM PLAN 1910 SCREEN OPENING SCALE: 1"=5' \ACC ELERATOK FPg WASTEWATER SYSTEM DESIGN APPROXIMATE FINISH GRADE 3" 16" 18"IMIN. LIQUID DEPTH 1 30" MIN. 1 60" MAX. POLYETHYLENE EXTENSION TO GRADE WITH TAMPER RESISTANT ACCESS COVER SEPTIC TANK DETAIL NTS ENVIRO-SEPTIC PIPE SECTION NTS TWO RESIDENCES, 5 BEDROOMS TOTAL WATER SAVING FIXTURES (1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS) DESIGN FLOW - 110 GPD/BEDROOM SYSTEM DESIGN FLOW - 550 GPD SEPTIC 'TANK - TWO PROPOSED 1000 GAL POLYETHYLENE LEACH FIELD - PRESBY TRENCHES DESIGN PERCOLATION RATE 1-5 MIN/IN TRENCH LENGTH REQUIRED = 100 LF (PER INSTALLATION MANUAL) TRENCH LENGTH PROVIDED 4 AT 25' EACH = 100 LF AES PIPE LENGTH = 192 LF POTABLE WATER SUPPLY IS ON-SITE WELL SYSTEM MATERIAL SPECIFICATIONS BACKFILL MATERIAL SYSTEM SAND GRADATION BACKFILL MATERIAL TO BE GRANULAR BACKFILL MATERIAL WITH NO SIEVE PERCENT PASSING 4 100% No. 4 (4.75—mm) 95-1007 No. 8 (2.36—mm) 12" f COVER No. 16 (1.18—mm) 50-85% No. - 30 (600- yvn) 25-60% sNo. 4"0 LOW VENT ATTACHED 5-130% No. 100 (150—µm) 0-10% No. TO -VENT MANIFOLD 0 2% (MUST BE OBTAINED BY TOPSOIL DISBRIBUTION BOX 2" MIN. DROP ' BETWEEN INVERTS SCREEN OPENING J 3 EFFLUENT SEWER 2 APPROVAL DRAWINGS 6/3/13 2" MIN. 1 ELBOW LEVEL WITH TOP - 4/5/13 Ljl ,; ------SLOP r " 0 ISSUED 3/20/12. OF OFFSET ADAPTOR M/N No: Date II ! WASTEWATER SYSTEM DETAILS 1/8" PER FOOBAFFLE---' ' 4" MIN. TOPSOIL D LEVELERS TO 7YTHE Bonnie M. & Robert J. Napoli Dig OSafely■ // // // // ....... / // ASSUTLETS ARE AT - rk Glen Lake Road In IIB fo EXAAME ELEVATION Town of Queensbury, Warren County, NY GEOTEXTILE - III 1 FIBER WRAP 2 4 OLID HEADER TO y •' LEVEL: , j ABSORPTION TRENCH, RANDOMLY 1/81' PER FOOT MIN SLOPE ORIENTED _SLOPE j SII' FIBER MAT ENVIRO-S SEPTIC TANK NOTES 3 PIPE ;ADAPTOR 11 ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE iSYSTEM SAND DEPARTMENT OF HEALTH AND SHALL BE OF PREFABRICATED POLYETHYLENE. ALL STRUCTURES SHALL BE PLACED ON 6"t LEVEL PEA GRAVEL BASE. WHERE EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED UNDER PEA GRAVEL AS NECESSARY TO ACHIEVE A STABLE BASE. RUBBER GASKETS SHALL BE INSTALLED IN ALL INLETS AND OUTLETS. �, VENT DETAIL FILL TANK WITH WATER PRIOR TO BACKFILL. BACKFILL IN AN ALTERNATING :METHOD 1 NTS AROUND THE TANK WITH NATIVE MATERIAL FREE OF DEBRIS, SHARP STONES AND 07nh CO IOCATCO TUAAI O IMOUCC IAI MA11111 nnunA11 IA1 N' 1111 I TWO RESIDENCES, 5 BEDROOMS TOTAL WATER SAVING FIXTURES (1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS) DESIGN FLOW - 110 GPD/BEDROOM SYSTEM DESIGN FLOW - 550 GPD SEPTIC 'TANK - TWO PROPOSED 1000 GAL POLYETHYLENE LEACH FIELD - PRESBY TRENCHES DESIGN PERCOLATION RATE 1-5 MIN/IN TRENCH LENGTH REQUIRED = 100 LF (PER INSTALLATION MANUAL) TRENCH LENGTH PROVIDED 4 AT 25' EACH = 100 LF AES PIPE LENGTH = 192 LF POTABLE WATER SUPPLY IS ON-SITE WELL SYSTEM MATERIAL SPECIFICATIONS BACKFILL MATERIAL SYSTEM SAND GRADATION BACKFILL MATERIAL TO BE GRANULAR BACKFILL MATERIAL WITH NO SIEVE PERCENT PASSING 3/8" (9.5—mm) 100% No. 4 (4.75—mm) 95-1007 No. 8 (2.36—mm) 80-100% No. 16 (1.18—mm) 50-85% No. - 30 (600- yvn) 25-60% sNo. 50 (300—j,m) 5-130% No. 100 (150—µm) 0-10% No. 200 (75—pun)..WASHING) 0 2% (MUST BE OBTAINED BY TWO RESIDENCES, 5 BEDROOMS TOTAL WATER SAVING FIXTURES (1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS) DESIGN FLOW - 110 GPD/BEDROOM SYSTEM DESIGN FLOW - 550 GPD SEPTIC 'TANK - TWO PROPOSED 1000 GAL POLYETHYLENE LEACH FIELD - PRESBY TRENCHES DESIGN PERCOLATION RATE 1-5 MIN/IN TRENCH LENGTH REQUIRED = 100 LF (PER INSTALLATION MANUAL) TRENCH LENGTH PROVIDED 4 AT 25' EACH = 100 LF AES PIPE LENGTH = 192 LF POTABLE WATER SUPPLY IS ON-SITE WELL SYSTEM MATERIAL SPECIFICATIONS BACKFILL MATERIAL ITO ENGINEERj,'PLACE .4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. - SEED, BACKFILL MATERIAL TO BE GRANULAR BACKFILL MATERIAL WITH NO FOR APPROVAL PRIOR TO PLACEMENT OF SYSTEM PARTICLES GREATER THAN 2" (-2). EFFLUENT SEWER PIPE PIPING TO BE 4" SDR -35 OR SCHEDULE 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. SYSTEM SAND A VIOLATION OF NYS EDUCATION LAW. SEE "SYSTEM SAND GRADATION" FOR SPECIFICATIONS TOPSOIL - CONTRACTOR SHALL 'SUBMIT SIEVEANALYSIS aYou ITO ENGINEERj,'PLACE .4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. - SEED, FOR APPROVAL PRIOR TO PLACEMENT OF SYSTEM SAND. MULCH, AND ESTABLISH TURF. ` Y ' TAX MAP. # 289.9-1.69 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. 2 APPROVAL DRAWINGS 6/3/13 1 REVISED AND RESUBMITTED TO BOARD OF HEALTH 4/5/13 Ljl ,; r " 0 ISSUED 3/20/12. No: Date II ! WASTEWATER SYSTEM DETAILS ' prepared for: Bonnie M. & Robert J. Napoli Dig OSafely■ We W 0Yo rk Glen Lake Road In IIB fo DI Town of Queensbury, Warren County, NY a e r g M Walt The Required Time Drawn: DAG - Checked: GTH. Scale: NOTED - Date: 03/19/2012 EI EI Respect 9 firm e t Theity Response p Marks 169 Haviland Road M Di With Care 800.962.7962 Queensbury, NY 12804 (516) 745-0307 Phone 29597-01-S2 www.digsafelynewyork.com : Hutchins Engineering (518) 745-0308 Fax