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2013-494 TOWN OF QUEENSBURY 742 BayRoad,Queensbury,NY 12804-5902 (518)761-8201 Q rY> r Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20130494 Date Issued: Wednesday, May 14, 2014 This is to certify that work requested to be done as shown by Permit Number P20130494 has been completed. Tax Map Number: 523400-226-012-0001-014-000-0000 Location: 65 MASON Rd Owner: DR LAWRENCE & CI-IRISTINE BUSINO Applicant: DR LAWRENCE & CHRISTINE BUSINO 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 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 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: P20130494 Application Number: A20130494 Tax Map No: 523400-226-012-0001-014-000-0000 Permission is hereby granted to: DR LAWRENCE & CHRISTINE BUSINO For property located at: 65 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: DR LAWRENCE& CHRISTINE BU` Septic Alteration Residential 265 SHAKER BAY Rd Total Value LATHAM,NY 12110-0000 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2013-494 Res. Septic Alterations B.O.H Resolution 25 of 2013 d. 10/7/2013 $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday, October 22, 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 f Que sb / T i • .� a • :ber 22,2013 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement vmce use unty Town of Queensbury Building & Codes Received: t�f, f g 2 3 Tax Map ID: . 1 (Qr f -] '/y SEPTIC DISPOSAL PERMIT Permit No.: / —{/9 �� A permit must be obtained before beginning construction Permit Fee: $ Li 07 Approvals: Applicant: ■..._.� -0 11V.Q Installer/Builder I t•si) Address: ZCo `51.4"xtt �f '.► ,. Address Phone: 7l-F1 - ,--300 Phone Owner: 75p,TAE- Location of Installation (Q`5 tAft1/4"n:=)t4 "RD. Address: Phone Contact Person for Building&Code Compliance: 1 � 3.4.. ,04C-F1-- -Cr< Day Phone: 7(01-0317 Residence Information: Year Built #of Bedrooms x Gallons per bedroom =Total Daily Flow 1980 or older x 150 = Garbage Grinder installed? iya 1981-1991 x 130 = Spa or Hot Tub Installed? t.Lo 1992-Present 3 x 110 = Ft?cTu.4 -5 Parcel Information: Topography _Flat Rolling _Steep Slope %Slope Soil Nature ✓and ✓Loam Clay Other Groundwater At what depth? CQo Bedrock/Impervious Material At what depth? > TZ .4 - Domestic Water Supply` Municipal Well(if well,water supply from any septic system absorption is ft.) 1 £ Percolation Test Rate- ZZ earing Stee inch(Test to b mpleted by a licensed professional engineer or architect) % (Pt 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 12'00 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 ft. Each trench X Seepage Pit(S)(with#3 stone) How many? Size? ✓Alternative System - --3--)C-1%1 Bed or other type? 2. ---181_Fci.-3E1-1GinF-raNC.1-'!E_ 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. ✓l 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: 1 r1ci 1� J'4C�F+� c=5-1 Date: 1C)-414:2—r3 Signature: �. -1111 c7c��- �Y Date: I©--ICG-h.J Town of Queensbury Building&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: Inspected on: 5 14 k Location: Arrive: L O a.m. Permit No.: ��,0j -4`14- Inspector's Initials: CiA-4 Comments and/or diagram Soil Type: Sand 1 Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' +I- Y N N/A [150'to well required if NO] Absorption Field: Total length _ft. Length of each trench ft. Depth of trenches ft. vv..) Size of Stone Seepage Pits: Number • Size: Stone Size: fc-i\j\-(? ( Piping Size Type Building to tank . Tank to Distribution Box Distribution Box to Field J 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 I Separations Foundation to tank ft. • Foundation to absorption ft. Separation of Pits Conforms as per Plot Plan Engineer Report and As-Built 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 Stat : Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Septic Inspection Report : -:\ 6.7 ig 6 ,._, 1_,., ir i r___11111111111111, miD Mr 8 �l 3,�� 1 ;\Y u S 1014 9 01111101 TO1NI Or QUEENSBURY BuILDINC nr9 __„ ENVIRONMENTAL DESIGN PARTNERSHIP, LLP May 6, 2014 Town of Queensbury Community Development Department 742 Bay Road Queensbury,NY 12804 Attn: Dave Hatin, Director of Buildings&Codes Re: Busino Residence 65 Mason Road Dear Dave: In compliance with application approvals granted by the Town of Queensbury I offer the following regarding the referenced project. The design plans reviewed and approved by the Town as associated with the wastewater system application are as follows: Proposed Wastewater System Replacement for Lawrence.1. & Christine B. Busino Residence 65 Mason Road Town of Queensbury Tax Parcel 226.12-1-14 • Sheet 1 of 2 Site Plan with Proposed Wastewater System issuedl0-16-13 • Sheet 2 of 2 Design Notes and Details issued 10-16-13 During the course of construction I was on the job site to observe key components of the system installation culminating with the `start-up' of the pump assembly and control panel system on May 6, 2014. Field measurements of the d-box and absorption system corners are consistent with the design plan so no `as-built' drawing is otherwise provided. Based on my inspection of the system start-up it is my opinion that the wastewater system is in compliance with the intent of the approved design plan and is ready for operation. Please contact me should you require any further information. Sincerely, MAC-&-L--V-1=2111. Dennis MacElroy, PE Cc: Lawrence Busino 900 Route 146, Clifton Park, New York 12065 phone (518) 371-7621 -fax(518) 371-9540 Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: 71(..eic am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT NO.: — tu• LOCATION: (' INSPECT ON: MIMI RECHECK: Comments and/or diagram Soil Type: Sand/ Loam/ Clay Type of Water: Municipal / Well Water Waterline .-:-ration distance ft. W- I separ. 'on distance ft. / • her wells: ft. Well Casing Length 51 + / - Y N N/A [1 0'to well requir=• f NO] fOCV1-NcVZAN 1&2 Abs rption Field: Total -ngth __ _ _ fit. (_.51:: � V o Length of each i -nch ft. ` v °A'_" Depth of tr_ ,hes ft. E_Q 4 Size of St('ne 0 Seepage Pits: m•-r ________„_ Sz x Sto a Size: Pi•ing Si - Type Building to •nk A[a y),--1 TanKto Distributi•n Box Distributiob Box to F-Id/ Pit Openi r• Sealed: TY N End Cap _ N Inlet/Outlet Pipes & Baffles N Manholes 12"or less below grade Y N [provide extension collar if Yesl Y N Location/ Separations Foundation to tank ft. .�Z �'�� �� /� 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 system Us- S .t : ••• oved 7 : .• App • 1 and needs to be re-inspected, please call the Building &Codes Office -:. •ved L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Report_03 29 10.doc RESOLUTION APPROVING LAWRENCE BUSINO'S APPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCE RESOLUTION NO.: B.H. 25,2013 INTRODUCED BY: Mr.John Strough WHO MOVED ITS ADOPTION SECONDED BY: Mr. Anthony Metivier WHEREAS, Lawrence Busino submitted an application for a variance from provisions of the Town of Queensbury On-Site Sewage Disposal Ordinance, Chapter 136 to install a replacement wastewater system for the existing 100 year old residence, currently being served by a non- conforming system, with the location of proposed septic tank and pump tank to be located seven feet (7') from the dwelling instead of the required ten feet (10') setback on property located at 65 Mason Road in the Town of Queensbury,and WHEREAS,the Town Clerk's Office published the Notice of Public Hearing in the Town's official newspaper and the Local Board of Health duly conducted a public hearing concerning the variance request on Monday,October 7th, 2013, and WHEREAS, the Town Clerk's Office has advised that it duly notified all property owners within 500 feet of the subject property, NOW,THEREFORE,BE IT RESOLVED,that 1. due to the nature of the variance, the Local Board of Health determines that the variance would not be materially detrimental to the purposes and objectives of this Ordinance or other adjoining properties nor otherwise conflict with the purpose and objectives of any Town plan or policy; and 2. the Local Board of Health finds that the granting of the variance is necessary for the reasonable use of the land and is the minimum variance which would alleviate the specific unnecessary hardship found by the Local Board of Health to affect the applicant; and BE IT FURTHER, RESOLVED, that the Local Board of Health hereby approves Lawrence Busino's application for a variance from the Sewage Disposal Ordinance to install a replacement wastewater system for the existing 100 year old residence, currently being served by a non-conforming system, with the location of proposed septic tank and pump tank to be located seven feet (7') from the dwelling instead of the required ten feet (10') setback on property located at 65 Mason Road in the Town of Queensbury and bearing Tax Map No.: 226.12-1-14. Duly adopted this 7th day of October,2013, by the following vote: AYES: Mr. Clements,Mr. Stough,Mr.Brewer, Mr. Montesi, Mr. Metivier NOES: None ABSENT: None 2 TONIN OF OUEENd ,BURY BUILDNar DEPa.RTNIIENT Based on our limited eaani ln@,lon, compliance %N;�h Our COrnn`fnts I `(: t,e cn0y4rued as indicating the ph ins 3 I) 9p ILcation3 are In full compliance wit!" tine Building Codes of New York Sime. IUAP-11 OF (DILIErEN11 BURY p1 }Yi✓ILLiIN�..'3 , S..>416�i.e+C,"T r IP...",.g,. S'p��;°�I�iOd ed 8 SOILS ANALYSIS 'TEST PIT DATA (JUNE 28. 2033) PARCELDESCRIPTION LHIS0,44-_ACRE WATERFRON'C PARCEL ISA SLIGHTLY W OODED LOIWHIC1 L FOLLO WS A SLIGI L'T SLOPE FROM ROAD 'EO WATERFRONT, TEST PITS WERE EXCAVATED IN TFLE AREA OP TETE PROPOSED WAS'EEWATER SYSTEM AND LOGGED BY DENNIS MACELROY,PE. THE SOIL LOGS OF THESE EXCAVATIONSARE AS FOLLOWS: TEST PIT 91- SOUTHEASTCORNER 0 - 8" LOAMY TOPSOIL 8 - 60" SANDY LOAM WITH SOME COBBLES, FRIABLE ORANGISH BROWN 60-72" FINESAND, SOIL FIR -MER WITH DEPTH, N' ITER SEEPS AT 60" NO LEDGE TES'C PIT 42 NW OF TP It BETWEEN HOUSE AND GARAGE 0 - 8" LOAMY TOPSOIL 8-36" SANDY LOAM, ORANGISH BROWN 36-72" FELE SAND, BROWN, WAXER SEEPSAT 60" NO LEDGE IESTPIT83 NORTIISIDEOPLOT 0 - S" L01MY'TOPSOIL 8 - 30" SANDY LOAM, ORANGISH BROWN 30-48" SIL'lYSANDTOSILT p7 NO LEDGE, NO GROUND WATER ti ' ¢' :STC DATA (AUGUST IF 20131 ru� ,RESULTS -'THE PERC TEST HOLES WERE DUG IN THE AREA J PROPOSED ABSORPTION FIELD AND IN CONSIDERATION OF THE ,uILLU W ABSORPTION DESIGN CONFIGURA HON TI LE HOLES WERE AT ` A DCPTI I OP 20 - 24". TES'1 S COBDUC'1'ED BY DENNIS MACELROY, PE HOLES WERE,, DUG AND PRE-SOAKED ON AUGUST 151H. P'C R I: ADJACENT TO TP 41 24' DEPTH STABILIZED RATE OF" MIN, PER LOCH PT A 2: ADJACENT 'CO TP N3 24" DEPTH STABILIZED RATE OF 13 MIN. PER INCH 0 3 C.I,f1.F. S CONT. STEPS I WOOD DECK AREA OF EXISTING SEPTIC TANK. TANKSCREENED PORCH.. SHALL BE PUMPED REMOVED AND PROPERLY DISPOSED WOOD FRAME HOUSE PROPOSED 1250 GALLON PRECAST CONCRETE SEPTIC TANKWOOD I LANDS N/F OF INMAJETE LODGE, LLC BOOK 1225 OF DEEDS 1 AT PAGE 117 PROPOSED 1000 GALLON PRECAST CONCRETE DUPLEX / PUMP TANK 2" HDPE FORCE MAINr RAIU PROPOSED PRECAST CONCRETE DISTRIBUTION BOX GRAPHIC SCALE 0 20 40 80 'q 160 SCALE 1 INCH -40 FOOT LAKE KKKK KK MA P NCRNORTH As NCIE NO. 1 REFERS t; WOOD 3 3 m 3 STEPS 120'f ALONG SHORE ' CONT. DOCK , STONE SEAWALL CONT. ={ ISTEPS o C.I.R.F N12" '45' " 12000"{TIE LINE) - - C.I.R.F. I I.P.C. ROCK RET. WALL I OAK 20 TREE 0 LAWN U STONE16 0 WOOD RET WALL O LANDS NIF OF C I R F. STEPS U THOMAS A. & OAK i WHITE PATRICIA BURKE: WOODDECK TREE PINE C.I.R.F. BOOK 632 OF DEEDS h AT PAGE 589 2nd STORY WOOD DECK L.S. TIMBER r� _ 1 EARTHEN STEPS l I WOOD J 2dK I = WHITE U1 PINE WOOD K 3 - ME O I m F W OO FRA HOUSE R Z I WOOD S v S PS I a�� Q LF TRENCHES Q+ 0 E- X W co I loll � TE j I 3 0R to I I UU I ..inn E� LLo a �z t E O 1 k 'g m FA TIO = C.I.R.F.C.I.R.F.p AREA SLATE 1 0.44f ACRES i C.I.R. STONE STONE 11 1 FIREPLACE I W J -j RET *j WALL CONT. 't1/ , STEPS I m I NM 6 NYT 10 P T#I_ LAWN TP113'b} HEMLOCK HEDGE TCONG.N I.R.F.,' 1LV1VV U.P. A SON ROAD WOOD FRAME HOUSE EXISTING SHED TO BE REMOVED i I � p 00 fs �' cQ E� 0 �zI yW NZ 0 JnLU U a�> ® ZDqr� co c W T%1 Z in m II- to co � h�'�I a N F Zi W �Zx E—i� W94 Gdy N O. a zwN WAJ W �� F_,woo cr Z OW.41 WW0WW Q-1 E E W C: W Q �j LT7 � ELJEN GSF ABSORPTION J irJ FIELD. INSTALL TWO 48 I a�� Q LF TRENCHES Q+ 0 E- X W co I loll �1WHI `PINE TE I 3 0R to I o ..inn E� LLo a �z t Go 0 `la O w I � p 00 fs �' cQ E� 0 �zI yW NZ 0 JnLU U a�> ® ZDqr� co c W T%1 Z in m II- to co � h�'�I a N F Zi W �Zx E—i� W94 Gdy N O. a zwN WAJ W �� F_,woo cr Z OW.41 WW0WW Q-1 E E W C: W Q �j LT7 � o J irJ II a�� Q Q+ 0 E- X W co d W w Q -I E -1 'y p 3 3 0R ..inn E� LLo a 0 `la O w k 'g m 0 J irJ II WASTEWATER BASIS OF DESIGN 114L PROPOSED REPLACEMENT WASTEWATER SYSTEM TO SERVE II IF, RESIDENCE At 65 MASON ROAD WILL BE LOCATED IN THEAREABE'1'IVEENTHEEXISTING HOUSE AND'I HE ROAD FRONTAGE, SOILS INVESTIGALIONINDICATED SEASONAL WATER TABLE AT 60" + SO IT IS PROPOSED DO INSTALL A SYSTEM ATTIRE APPROXIMATE GRADE OF LIFE EXISTING LAWN. REGULATORY AGENCY:' 1'OWNOFQUEENSBURY DESIGN REGULATIONS - TOWN OF QUEENSBURY ORDINANCE - CHAPTER 136. SEWERS AND SEWAGE DISPOSAL - PARI1, ON SI IE SEWAGE DISPOSAL SYSTEMS. SOILS DATA: REFER TO SHEET' 1 FOR SOILS INFORMATION FROM TEST PITS EXCAVATED IN JUNE 2013, AS WI FINESSED 0 BY DENNIS MzCELROY, PE AND FROM PERT TESTS CONDECLED INAUGUST 2013 BY DENNIS MalELROY, PE. NOTITr WNIERSUPPLY: TETE WATER SUPPLY PROPOSED FOR THIS RESIDENCE IS FROM LAKL'GEORGE. THENEIGFIBORING PROPERIIES'TO BOTH TILE NORTH SOUL HAND EAST TAKE THEIR WATER FROM LAKE GEORGE AS WELL. 1, PIPE 101NTS TO BE SEALED WITH PROJECTED FLONV RATE. BASED ON A THREB (3) BEDROOM COUNT AND NYS BOB STANDARDS FOR POST 1991 WATER SAVING FIXTURES '_D TIO GALLONS PER DAY PER BEDROOM, THE AVERAGE DAILY I' LOW (ADT) IS 330 GALLONS THIS 4" PVC SDR FLOWRATE DOES NOT INCLUDE 'IHE USE OP A GARBAGE GRINDER (NOR 1S ONE RECOMMENDED) ORA HOP TUBS1A1. , CONTRACTOR TO INSTALL ADDITIONAL FLOW RATE MUST BE INCLUDED IN THE DESIGN SHOULD EITHER OF THLSE COMPOSES IS BE PART OF'FILE HOUSE DESIGN. 2' STYROFOAM BLUE BOARD SEPTICTANK THE REQUIRED CAPACITY FOR ATHREE BEDROOMFLOWRATE1SI000 GALLONS. THE SPECIFIED TANK FOR THIS SYSTEM IS A 1250 GALLON HEAVY DUTY PRECAST CONCRETE TANK WITH BAFFLE (TWO COMPARTMENTS) OVER TOP OF D -BOX BY UTOPIA ENTERPRISES OR EQUAL AND AN EFFLUENT FILLER Al" LEE DISCHARGE OUTLET. THE FRAME AND COVER _ q ZZ0 FOR THE'TANK ACCESS OPENING SHALL BE HEAVY DUTY PLASTIC BY POLYLOK OR EQUAL. EFPLUEN'1' FILTER: ANEFFLUENT FILTER, POLYLOKMODELPL]22 OR EQUAL, SHALL BE INSTALLED ONTHE DISCI LARGE OUTLET OF THE SEPI IC'TANK O A� & PUMP' TANK ANDASSEMBLY- THE PUMP TANK SHALL BE A 1000 GALLON PRECAST CONCRETE FANKBYUTOPIA ENTERPRISESOREQUAL. THEACCESS FRAME AND COVER SHALL BEA 30" OPENING, CEN FERED ON ERTHE PUMP ASSEMBLYTOALLOW FORTHEREMOVALOF THEPUMPSASNEEDED. 'HIE FRAME AND COVER SHALL BE HEAVY DUTY PLAS"DC BY POLYLOK OR EQUAL THE EFFLUENT PUMPS SHALL BE CAPABLE OF DELIVERING 20 GPM AT A EDIT CHIT FILE PUMPS SHA.LLBEBY GOULDS PUMPS- MODEL 3885 OR EQUAL, PUMPDISCHARGES(PVC-SCHAO) SHALLBE PLUMBED TOGETHER FOR A SINGLE DISCHARGE PIPE FROM THE PUMP TANK ACHAR PER TURN VALVE SHALL BE INSTALLED IN THE DISCHARGE PIPE SO THAT TETE FORCE MAIN PIPING (HDPE PIPE OR EQUAL) CAN DRAIN BACK INTO 'IEE PUMP TANK 'LEE TANK SHALL BE VENTED VIA CONNECTION BACK 10 LEE HOUSE SLACK. PLNIP CONTROLS PUNIP OPERATION SHALL BE CONTROLED BY A'TIMED DOSED' DUPLEX CONTROL PANEL BY SJE RHOMBUS -MODEL IFSOREQUAI. FLOAT SWITCHES SHALL BE PROVIDED FOR WI' LIIIN TILE TANK INSTALLATION FOR 'TIMER ENIBLER',TINIER OVERRIDEAND'RIGH LEVEL ALARNICONDITIONS THE CONTRACTOR SHALL CONFIRM AVAILABLE ELECIRICAL SERVICE PRIOR 10 ORDERING ANY ELECTRICAL DEVICE, THE PROGRAMABLE TIMER SHALL BE SEI ED OPERATE THE PUMP FOR AN APPROXIMATE 2 MINUTE RUN TIME FOR EACH OF 6 DOSE CYCLES A DAY FINAL CONTROL PROGRAMING AND FLOAT SETTINGS SHALL BE CONFIRMED WITH THE DESIGN ENGINEER BASED ON THE ACTUAL PUMPING RATE AND TANK DIMENSIONS. THE DOSE VOLUME SHOULD BE APPROXIMATELY 60 GALLONS PER CYCLE. ABSORPTION FIELD: THE DISPOSAL FIELD AREA IS PROPOSED TO 138 INSTALLED 1N [FIE LAWN AREA ADJACENL TO'1'HE ROAD FRONTAGE. THE ABSORPTION SYSTEM SHALL CONSIST OF TLJEN USE UNITS', INSTALLED IN ATREN'CH CONFIGURATION WITH THE BOTTOM OF THE CONCRELE SANDNO MOREBAN 21 INCITES 1N I O THE NATIVE SOILS. TETE FLOU RALE OF 330 GALLONS REQUIRES 96 LF OF EWEN TYPE B UNITS AT TI IE DESRJ N APPLICATION RATE FORA '1RENC ICONFIGURAHON. USE LWOliUNSOF48LFEAC111NATRENCHCONFIGUR8lioN'TOlO'LAL96LFOFELJEN UNTIS. 'IHE SEPAILITION DISTANCE BETWEEN TI IE LATERALS SI IALL BE 4'. FILE AREA REQUIRED FOR THIS ABSORPTIONFIELDSIIALLI3E.12'x50'+. AN ADDITIONAL /0'X50'AREA IS DESIGNATED AS TETE RESERVE AREA. 24' MAX 15X MAX SLOPE 4" PERF. PIPE 0-V' SUITABLE BACKFILL PLUS A MIN. 4" TOPSOIL k SEES GED TEXTILE COVER FABRIC affil F'i4FYw`un..r .�. 4' c.4 MIN. UNDISTURBED SOIL j' !t�' �• cy E r t qe'1 'A .. I S 6 MIN. S MIN, TO IMPERVIOUS STRATA BEDROCK v MIN. USABLE SOIL PERCOLATION RAlEI1-60 MIN./IN. OR SEASONP1 HIGH GROUND WATER u` TRENCH CONFIGURATION CROSS SECTION NOT TO SCALE INSULATE FORCE MAIN AND 4" PVC PIPE WHERE COVER IS LESS THAN 4' FORCE MAIN CONNECTION TO NOT TO SCALE' I ti rO oCD F� 5+ tw P Z yyZ w E� JNZ U o0 J � w ® d�z z zn� F --I co o Wu J Q N � QNF U] a Y W •M\• Z F' �� W Zx Lu Ww7w�1 400 x 02 � caQ p -1 �' FZ -�I R1O Z LL a w z� WLJ W HNN'� c, L Z Z_ O W o �Lua P WWW ,;Z a O zpz U a� F F WSW 0 Ed �IElIan J 0Qi � L-� 0 NOTITr in '1 1, PIPE 101NTS TO BE SEALED WITH TRANSITION FROM SIDR7 TO ASPNALTIC MATERIALS OR EQUIVALENT. 4" PVC SDR 26 AS REQUIRED CONTRACTOR TO INSTALL 2' STYROFOAM BLUE BOARD 2.VERT ELEVATIONS OF ALL 4 OVER TOP OF D -BOX OUTLET PIPES MUST BE IEQUAL. _ q ZZ0 1 3. THE SLOPE OF OUTLET PIPES GRADE O A� & BETWEEN EN THE DISTRIBUTION BOX AND THE DISTRIBUTOR LATERALS 01 � m SHOULD 6E I/8" PER FOOT. z REMOVABLE COVER EXTEND INSULATION 2' f TOP OF BOX IN ALL N ALL DIRECTIONS:. 04 _ e BAFFLE EVERT INLET 2"MIN EL EV.1 '�f AS SUP ftJEV TO USE Ml LEVELERS ASSUPPUEOW. FOWT MIiTrn TO OUTLET EWALRE FLOW. I _2 12" MIN ` CLEAN SAND OR PEA GRAVEL FORCE MAIN CONNECTION TO NOT TO SCALE' I ti rO oCD F� 5+ tw P Z yyZ w E� JNZ U o0 J � w ® d�z z zn� F --I co o Wu J Q N � QNF U] a Y W •M\• Z F' �� W Zx Lu Ww7w�1 400 x 02 � caQ p -1 �' FZ -�I R1O Z LL a w z� WLJ W HNN'� c, L Z Z_ O W o �Lua P WWW ,;Z a O zpz U a� F F WSW 0 Ed �IElIan J 0Qi � L-� 0 in '1 H _H W O'IZ w ZA �7 3 _ q ZZ0 O A� & 01 � m W O ICLI Z �z W FRAME AND COVER TO BE HEAVY DUTY PLASTIC* FRAME AND COVER ASSEMBLY BY POLYOK OR EQUAL PUMP TANK -30"i OPENING OVER INITUMINOUS TERIOR - PUMPS FIX FLOAT BRACKET PRIOR TO BACKFILLING TO TOP OF TANK OR �1 RISER SECTION. SET FLOATS T AS PER MANUFACTURER'S RECOMMENDATIONS. INSIDE & OUT S 3 PLAN VIEW Lv� SANITARY TEE J MIN. LIQUID DEPTH '"A" TANK DIMENSIONS "B"X"C'" AD ALARM FLOAT CG DOMER 4'-1"' 6"-0' X 11 O' O O 4-3 S -B a OVERRIDE +I OAT DE M •' (2) UNION BE DISCONNECT a TURN BALL VALVE GRAIN BACK PVC TEE VALVE FOR COLD CLIMATES AND SEASONAL APPLICATIONS FLAW O TO DISTRIBUTION BOX III 2" PVC 2" PVC FORCE MAIN SCH-40 TIMER ENABLER FLOAT 12' t 1000 GALLON PRECAST CONCRETE PUMP CHAMBER GUIDE RAIL SYSTEM FLEXIBLE BOOT MANUUFACTUFACTURING BY TYPE CONNECTOR (TVP) LTr TO SEPTIC TANK II 4" PVC AT IX MIN. / DUPLEX PUMP PIT NOT TO SCALE CRUSHED STONE BACKFILL TO SPRINGLINE OF PIPE (TVP.) BALL CHECK VALVE (2) SUBMERSIBLE EFFLUENT PUMPS; SEE BASIS OF DESIGN FOR MODEL AND GRADE ASPHALTIC SEAL INLET 1 HEAVY DUTY FRAME AND COVER (AND RISER AS FINISH GRADE NEEDED) BY POLYLOK OR EQUAL (MHESS EXTENSION GRADE R NGS) N 2 3- MIN. I I OUTLET 3 Q BAFFLE ALL JOINTS DEI O FULL z LIQUID LEVEL TO BE B WATERTGHT AND INITUMINOUS TERIOR - LEAKAGE TESTED COAT PRIOR TO BACKFILLING _� KOP 300M �1 OR EQUAL ASPHALTIC SEAL INLET 1 HEAVY DUTY FRAME AND COVER (AND RISER AS FINISH GRADE NEEDED) BY POLYLOK OR EQUAL (MHESS EXTENSION GRADE R NGS) N 2 3- MIN. I I OUTLET 3 Q BAFFLE BAFFLE NOT REQUIRED FOR i —WATER TANKS LESS THAN 10 FT. LENGTH AND THE SEPTIC TANK TO BE TIGHT JOINT (TYP.) 1 m 1/4" PER FT. �1 PARGE W/NON SHRINK GRO T h' MIN. INSIDE & OUT S 3 PLAN VIEW SANITARY TEE TANK SIZE MIN. LIQUID DEPTH '"A" TANK DIMENSIONS "B"X"C'" W/EFFLUENT FILTER - BAFFLE WITH 4"Xi B"BMINREQUIRED MAY NOT 1250 GAL 4'-1"' 6"-0' X 11 O' 6" TO 12" LAYER ' PEA GRAVEL OR CRUSHED STONE SECTION VIEW BEDDING LAYER NOTE: INLET INVERT IS 3' ABOVE (2" MIN.) i II II m O H O SO FLET �. THE SLOPE OF THEINLET PIPE Q BAFFLE BAFFLE NOT REQUIRED FOR BETWEEN THE RESIDENTIAL UNIT TANKS LESS THAN 10 FT. LENGTH AND THE SEPTIC TANK TO BE 1/4" PER FT. �1 0 W E _ Q3 3 PLAN VIEW TANK SIZE MIN. LIQUID DEPTH '"A" TANK DIMENSIONS "B"X"C'" "O"' I OUT 1 "I" HEIGHTGhT 1250 GAL 4'-1"' 6"-0' X 11 O' '1_2" 4-3 S -B O o o r W IN C E W� .� /-1 o II,JNZ w �o L) ® O� ,J� w z ar> W Z z _ co rn V i tn II----�� W v J W IZ N E QIND r coa } W `• Mm• ZF Z x � Wxa 1� r�,j m co Z U. Q W zN WI, w4T z ��� V1 ��yy O W o� or P-1 W w I- X 0 'Zoo P. FE W I �j o sn 1v l� Q m �1 0 W E _ Q3 3 O 0 O W � I SEPTIC TANK (1250 HEAVY DUTY SEPTIC TANK) N z NOT TO SCALE BY UTOPIA OR EQUAL