The URL can be used to link to this page

2003-522 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20030522 Date Issued: Tuesday, April 18, 2006 This is to certify that work requested to be done as shown by Permit Number P20030522 has been completed. Tax Map Number: 523400-240-005-0001-002-001-0000 Location: 34 BOATHOUSE Rd Owner: MATTHEW & LISA BETTE Applicant: MATTHEW & LISA BETTE 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 r: property owner of the responsibility for compliance with Site Plan, YY 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 (2t 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20030522 Application Number: A20030522 Tax Map No: 523400-240-005-0001-002-001-0000 Permission is hereby granted to: MATTHEW& LISA BETTE For property located at: 34 BOATHOUSE 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: MATTHEW& LISA BETTE Septic Alteration Residential PO BOX 199 Total value CLEVERDALE,NY 12820 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications BP 2003-522 Septic Alteration as per plot plan and specifications $25.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,July 16,2004 (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 a e wn of ee sbu Wednesday,July 16,2003 SIGNED BY for the Town of Queensbury. Iv-Director of Building&Code Enforcement Septic Inspection Report Office No. (518) 761-8256 Date Ins west receDiv�e�da:, Queensbury Building&Code Enforcement Arrive: 742 Bay Rd., Queensbury, NY 12804 Inspecto Ind 'ads: y NAME: PERMIT NO.: LOCATION: INSPECT ON: RECHECK: Comments and/or diagram Said Type: Sand Loam Clay Typ2 of Water: Municipal/ Well Water �t Waterline se ration distance ft. �+ Well separation distance ft. Other wells: ft, 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 Partial End Ca Ind Outlet Pipes&Baffles Y N I C� Location Separations Foundation to tank ft. Foundation to absor 'on Separation of Pits ft. Conforms as per Plot Plan Y N Engineer Report and AS-Built Y N Location of System on Property: C 5 Front Rear Left Side Right Side Middle Front fiddle Rear Ss m Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 021006 Last revised 1/6/05 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 '` a PERMIT NO.: LOCATION: LI } ;` INSPECT ON: RECHECK: - 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. Absorption Field: Total len h 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/Partial Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits t. Conforms as_per Plot Plan I Location of System on Property: 1. C- Front Rear Left Side *ight Side Middle Front Middle Re(t-l.t.,,,� t�j< System Use Status: �` Approved (�Yieh fir,4 / e lPc�rl c- Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved L:'SueHemingway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 D, fhTj,�,) Septic Inspection Report Office No. (518)761-8256 Date Inspe t. request received: 9 Queensbury Building&Code Enforcement Arrive: d, am/ Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: 39— NAME: P-k�l C- PERMIT NO.: ,J ---7'Z LOCATION: INSPECT ON: 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. -Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: eLs t J Y -Fp—ing Size Type Building to tank Tank to Distribution Box Distribution Box to Field/Pit �� ✓leC �/'1 C` -Opening Sealed: Y/N/Partial Location/Separations Foundation to tank ft. Foundation to abso tion ft. Separation of Pits ft. Conforms as per Plot Plan Y N Location of System 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 L:',SueHemingway\Building.Codes.Inspection.FORMS\,Septic Inspection Report.doc January 28,2003 I t f J ��' ' `~~_~ 1'""'•.. _ ABSORPTIONSECTION BED 3D7 LAYOUT DETAIL SDl $ / 009-GAL `~'_'-- / , CONCRETE 3 STgL �' �/ 1 /j V �� SDI PROPOSED TREE Gq QqG 2 2 W Gql t NCR /5 UNE STgL /L V.IN-INV./A ,O6. SD, „z GgRq�� j INY.,OUT S CAN PROTECT I SC �r - I l�MTAAV NIMUM SL AS SHOWN 4'on MIN.OAST 3'1�flfacll PER SD lE)0S71NG K,ASSOp TEO )� NG. D FEAD TO l E i SUNG TREES AND STUMPS TO BE REMOVED. A�SMED my t07� S� f EA BENREISWING SET GGATED OF P Tp�p(� 7� /// j G A PATH/N' 0 7RAP5 OPO3 ED/WELL IF 51DX- \ \\ o� / /! / i, ` -�-' ;J t s6 SILT FENCE(TSP.) 1 \ ANSIQN AREA IS / J oJ— 7 , \ REQO((111REEDD.,` 1 pQ, / f ..�- �p J r Septic Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive:ve: 15L6 am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT NO.: 7 LOCATION: INSPECT ON: RECHECK: Comments and/or diagram Soil Type: Sand Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance Well separation distance ft. Other wells: ft. Absorption Field: Total length Len 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 I Pit Opening Sealed: Y/NI Partial Location/Separations Foundation to tank Foundation to absorption ft• Separation of Pits ft. Conforms as per Plot Plan Y N Location of System 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 L:\SucF]emingway\Building.Codes.Inspection.FORN4S\Septic Inspection Report.doc January 28,2003 Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/=L Depart: am/pm 742 Bay Rd., Queensbury,M 12804 Inspector's Initials: NAME: PERMIT NO.: 0—� LOCATION: - INSPECT ON: — 'a a RECHECK: J Comments and/or diagram Soil—Type: Sand/Loam/Cla Type of Water: Municipal/tell W er Waterline separation distance ft. Well separation distance ft. Other wells: ft. Absorption Field: Total length Z 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 k d jltl4.r Distribution Box to Field/Pit Opening Sealed: Y/N/Partial Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y N Location of System on Property: Front oe Left Side fight S e Middle Front Middle Rear System Use Status: Approved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved LASueHemingway\BuiIding.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 tAF' r ABSORPTION BED 2 ABSORPTION BED 1 SECTION DETAIL SD1 LAYOUT DETAIL SD1 �i 100p--GAL. CONCRETE j DOSING CHAMBER r5 ' INV. INa106.45 SD1 " -- Q4R T� GAL CRETE /f INK 106:20" PROPOSED TREE AG 2 ST�L� �� INVUNE ./IN s. sal 1 �AGLc f INK/UT=106. / 1 I S I PROTECT SCAPING. / �MITAIN NIMUM SL AS SHOWN. /0-1 CAST MIN.Q 0 3 l i 6X OPE -- 1 4 INCH PER 00T SD �'p 1 � /EXISIINUK, ASSOCI TED NG. D FEILD TO !1E ( STING TREES AND STUMPS TO BE REMO EXISTING SWING SET BE RELOCATED. air / ' X--------__X 1 PVC PIF f // // TH NO TRAP S 6 �-- q \` \�P oPOSEDtWELL it-5ow- \\ / f1 \ SIt�N AREA IS \ -',a/ / f �} 1 SD1 SILT FENCE{TYP, i \ REQUIRED \ 7� �/ ` ray _" \` j l Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: '31 /Y" am/pine m Depart: am/p 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: d NAME: PERMIT NO.: 6 3`�Z%, LOCATION: INSPECT ON: 2'T 413 RECHECK: Comments and/or diasram Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. ` __ Absorption Field: Total length ft. ?"� J",'�—' Length of each trench ft. Depth of trenches ft. (� Size of Stone J � 'J " .4 A�15/1.7 Seepage Pits: Number 2 Size. x Stone Size: Elp—ing Size Type Building to tank Tank to Distribution Box Distribution Box to Field/Pit Opening Sealed: Y/N/Partial Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as_per Plot Plan Y N Location of System 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 L:''\SueHemingway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 Septic Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: a _Sp rt: t am/pm 742 Bay Rd., Queeennsbury,NY 12804 Inspector's Initials: NAME: �I` A. PERMIT NO.: - 63 LOCATION: ji INSPECT ON: RECHECK: — Comments and/or diagram Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water ks c", Waterline separation distance ft. Well separation distance ft. Other wells: Absorption Field: Total length ft. v Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number �^ Size: x Stone Size: Piping S'zo Type Act, 6Ar-z7S Building to tank L � �O Tank to Distribution Box #A � Distribution Box to Field/Pit Opening Sealed: Y/N/Partial Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: ____Approved ff Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved US ueHemingway\Build ing.Codes.In specti on.FORMS\Septic Inspection Report.doc January 28,2003 ti THE CHAZEN COMPANIES ENGINEERING AND LAND SURVEYING CO., P.C. LETTER OF TRANSMITTAL 20 Gurley Avenue Troy,N.Y. 12182 PHONE.- (518)235-8050 FAX: (518)235-8051 TO: Town of Queensbury DATE: 7/3/03 142 Bay RD JOB NO.: 30360.00 I"! Queensbury,NY 12804 RE: 34 Boat House Road POIA- Attention: Dave Hatin B�ICD �(J� �$OOUU Y AID Dift WE ARE SENDING YOU: 0 Attached 0 Under separate cover via the following items: 0 Prints 0 Shop drawings 0 Plans 0 Specifications 0 Samples 0 Change orders 0 Copy of letter 0 Other: COPIES DATE NO. DESCRIPTION 2 7/3/03 SP1,SD1 Wastewater Treament System 1 7/3/03 Application&check THESE ARE TRANSMITTED as checked below: x For your approval 0 Approved as submitted 0 Resubmit copies for approval 0 For your use 0 Approved as noted 0 Submit copies for distribution 0 As requested 0 Returned for corrections 0 Return corrected prints 0 Forbids due 120 0 PRINTS RETURNED AFTER LOAN TO US 0 For your review and comment REMARKS: SIGNED: COPY TO: File Sean Farrell Matt Bette IF ENCLOSURES ARE NOT AS NOTED,KINDL Y NOTIFY US AT ONCE Sent By: The Chazen Companies; 5182358051; Jun-27-03 3:59PM; Page 2/2 FILE No.196 08,,21 '00 Pit 04:07 ID:TOWN OF 1111EENSBLRY FAX:518 745 4437 PAGE 1 Application for 1'ernsit-Seplio Uisposal Sysloln Town of Qoeerrsbary 142BnylloadQreeeabarr.Nr 12w pia)76i-vid 1. OWNER INFORMATION: Location of inNallatioa: Town of Cleverdale omCethi` Tax Map No.z1.112 ��• File Permit No.i^pc:_00 3 4 0./1�,I�.1 e ,, Owasr'sNatne: Matt Bette Fee Paid Addr.,e:34 Boat House Road -v 2, INSTALLER'SNAME Harrisena Rst-at-A C ire PHONENO.-742 3. RESIDENCE INFORMATION: (circle year of dwelling,indicate w badroom(s)end tmmhhply,s of�t�!,_ Rom° bedrooms with applicable gallons per bedroom to equal toial dolly f ow) Year of House: No,of Bedroom x Cosnostatian Tata1 Daily Flow Jut 1910 or older x 150 gaNbdrtn - T� Yid Z�D3 1910-1991 x 1308aYbdtm 1991-present 6 x 110`611wrrn - n tit Rl ,<,,,Y,k e AsgpRy Garbap Grinder betaDW yes_ ! no Spa or Whirlpool Installed yes`I no 4. PARCEL INFORMATION: (dicle appdcabw information&indicets messureawts) T,obinlltap w<a .@esfmck�fluwnntiatt�]eunai�4omatie�Cuar.s+amply Hal s Of w/wrt depth fit swurt depth tell t l Rollleg -fen •--_-jeer well Slesp slope ` Not Not rfwrll;wairrslyhply `9f slope a r jrnm arty septet-.•ytcm cps,: Observec observed absorption isI-0-afl. Other Percolation Test: (fo M tomplstrd by llanasd profarstana!englaeer or ar+chlledJ Rate; 3 A mints per inch S. PROPOSED SYSTEM: Vsjr New l'saeag : AN ladlvldal sewele dispoal systems ou a be dWgncd by a licensed prokslonal enlmear or s chilect to alm husailed in a Maaniag Board approved sabdivislat). Add 250 gallons to the silt of the sallies taak and Icaeh field for cacti Gab ap(Kinder,Spo or Whirlpool Tab. Septic Tanis: 2_0D_0„pgrr11orr(soli.stse I.W gal) Tile Field: each trench 2_A Tout System Length: 21 0 J1 Sespaga Pit(&),. number of Jim feeach. _fl.by ft. Size of Stone to be used: a /Jeprh or rhlckners -_-fret Bed System Si": 9 0 s Alta not"System: length andror On 6. HOLDING TANK SYSTEM: (if ngnired) Number of tanits: I Site of Barb: 690041 1 TOTAL Caper ty: gallons Note: Akin System and associated Wadi"work mutt be inspected by s Town approved slemicel inspection agency. 7. SIGNATURE k INFORMATION FOR RESPONSIBLE PERSON(plaase read) for your protection,please note that pursuant to Section 136-29 of the Code of d+o Town atQuesnabury,any pe hit or approval granted which is based upon or is granted at reliance upon any material misrepresanation or failure to hake a mnteral fact or arcuoulance,known by or ott behalf of at applicant.shall be void. 1 have read trio regu no with respect to due application and agree to abide by these and all requirement,of the owa of ry Sanitary Sawage Dispose)Ordinance. SI a a n anon Oils JUL-14-2003 MON 01:02 PM FAX N0, P. 02 Matthew& 11sa Bette :41 Boalhowse Ro ul Gevenlale, New York 12820 July 14,2003 Mr. Joseph M. Lanaro, P.E. Managing Engineer C:hazen Companies 20 Gurley Ave Troy,New York 12182 Subject: Bette Residence Septic Cleverdale,NY Dear Joe: This is to con(irni that all of the toilet fixtures have been updated to Kohler Revival 1.6gpf in every bathroom. The showerheads have also been replaced to meet current Mandards using Kohler and Grohe fixtures. Please feel free to inspect the fixtures at your convenience. V4 truly ours, Matthew Bette JUL-14-2003 MON 01:03 FM FAX NO. F. 03 KOHLER'.. . O WORKS HISTORIC FEATURES TOILET • 12"rough-In K-*�4C 3 • Elongated howl �7 V • Combination toilet • Vitreous china � • 10-1/4"x9-1/8"waterarear • 2"gyred trapway — -� • Includes seat and cover • Includes lift knob • Less supply \ • 1.6 gpf • With insuliner.0 insulated tank lining(-Q) 1 CODES/STANDARDS APPLICABLE Specified model meets or exceeds the following: • ASME/ANSI A112.19.2M COLORS/FINISHES • ASMEIANSI A112.19.6M • 0 White • Energy Policy Act of 1992(EPACT) • Other Refer to Fixtures Price Book for additional colors Accessories: • CP Polished Chrome • Other Refer to Price Book for additional colors SPECIFIED MODEL: Model Description Colors/Finishes K i463 Elongated bowl toilet IJO White— I GOther�---_ l 34633-U Elongated bowl toilet with insuliner ❑0 White ❑Other-_ _ ;- Kangle supply with stop ❑CP ❑PB UOthar__ ----- .. ..._.__._I-..w::._ ......_- --. �T_._.. .. PRODUCT SPECIFICATION: The elongated toilet combination shall be 12"rough4n.Toilet shall be made of vitreous china.Toilet shall have 10-1/4"x 9-118" water area.Toilet shall have 2"glared trapway.Toilet shall include seat and cover.Toilet shall include lift knob.Toilet shyIII be less supply. Toilet shall be 1.6 gpf. Toilet shall have Insuliner* insulated tank lining (-U). Toilet shall be Kohler Model We rr)sevt7 the right to make revisions without notice in the design of fixtures or in packaging Page 1 of 2 unless this right has specifically been waived at the time the order is accepted. 1000647-4-A EFFULUENT/ DOSING SYSTEM Z W 2 1. DOSING 2 O (1) DUE TO THE TOPOGRAPHY OF THE SITE AND THE EXISTING CONDITIONS, A DOSE TALK IS REWIRED. V (11) VERIFY THAT A MINIMUM OF 2.5 FEET OF HEAD WALL BE PROVIDED AT LATERAL ORIFICES: j SYSTEM IS PROPOSED TO HAVE FOUR LATERALS SPEACED AT 5 FEET O.C. WITH 2.5 FEET TO THE OUTER m EDGE OF THE BED. EACH LATERAL WILL HAVE 1/4-IN04 PERFORATION. VERIFICATION OF THE REQUIRED DISCHARGE O 2.5 FEET OF HEAD- W Q = C*A*[2*g*h) - 0.6*((0.25/2/12)2*3.1416)*[2*32.2*2.5] v Q - 1.16 GPM/ORIFICE: W ORIFACE SPACING SHALL BE SPACED SUCH THAT AN EQUILATERAL TRIANGLE VWLL BE O FORMED BETWEEN ORIFICES ON ADJACENT LATERALS. ORIFACE SPACING WILL BE 5 / FEET O.C. THERFORE, EACH LATERAL WILL HAVE THE FOLLOWING NUMBER OF ORIFICES O AND FLOW: ~ - A SORRPTI ABED 2 ABSORPTION BED (071 28' LATERAL / 5. O.C. = 5.6 ORIFACES, PROVIDED 6 ORIFACES a SD1 LAYOUT DETAIL SD1 THE RESULTING FLOW PER LATERAL WITH THEN BE: Z g / / left + 6 ORIFACES X 1.16 GPM/ORIFICE - 7 GPM / LATERAL 1 / BE- DOSINGCONCRETE ftma 5 THE RESULTING FLOW REQUIRED FOR ALL LATERALS IN THE BED WILL / IN CHAMBER SD1 '�• 4 LATERALS X 7 GPM - 28 GPM FOR ENTIRE BED • _ _ SITE LOCATION MAP ' 3 / INV. +,..� l ^ RS^jA�� Q / INV. r108--2(F 1 .. PR � IN ORDER TO ASSURE ADEQUATE PRESSURE HEAD AT EACH ORIFICE, A PUMP INLL BE I a� G-4 '�`l�jE z AGAL � / / E OPERATING POIN SELECTED THAT T. BE CAPABLE OF DELIVERING NO LESS THAT 28 GPM AT 17S 'R 'NOT TO SCALE �( SUMIb TAN 5 q - �• (M) SYSTEM CURVE: T'�J Y Y N C`r Est v I V 1.�1 V 1\Y G� �``IILL INV. IN=106. SD1 112 � �` 2"rt SDR28 PVC DISCHARGE /T'•gcE- / INv. T=�oB. / / �' FLOW TOTAL BUILDING & CODE EPT. 0 GPM 010 GPM 94 FT 30 / 30 GPM 12.9 FT Z _ REVIEWED BY U CAN ,i 4o GPM 16.1 FT - I �7ECj / 50 GPM 2oa FT 2 = = DATE a t TAN SL / �10 o � / • / O 0� CAST 3 '/1\ / / \I. 1/ / PERRFORMMICE CURVE ° cAPA20Ir 30 40 50 1 4 INCH PER T SD � � /� �� \ � USE A SHEF30 EFFLUENT PUMP BY HYDROMA11C WITH A 2"0 DISCHARGE PIPE, THE OPERATING CONDITIONS ARE 30 GPM O 12.9- TOTAL/EXISTING K• ASSOCI TED FILE pNG, D FLLED TO,+ / ` / DYNAMIC HEAD. C®� � � / v I \ (iv) TIME TO EMPTY DOSE VOLUME:� ' I = 4.3 MINUTES / o / / 1 30 GPM (RATE OF PUMP (v) DOSING RECOVERY TIME: 660 GPD DESIGN FLOW) - 5.2 HOURS sTING TREES AND � �� _ � \ \\ \ R \ / STUMPS TO BE REMOVED. WILL USING A 1000 GAL WILL BE SET AS OLLOWS�°� TANK BY FORT MILLER. THE LEVEL FLOATS � S v J AS�M� INV�107pp \ �r\S� \ / EXISTING SHANG SET TANK VOLUME - 201.41GAL/FT si STO BE RELOCATED. DISTANCE BETWEEN PUMP OFF do PUMP ON: /Y I \ \ \ Bp / l ` 201.4 GAL T TANK VOLUME 130 GAL (DOSE VOLUME - 7.6• USE 7 1/2' �IN w THE HIGH LEVEL/ALARM IS SET AT 4" ABOVE PUMP ON Z r \ \ \ \ 100 G N1- / A MINIMUM OF ONE DAYS FLOW GALLONS IS PROVIDED. 660 GALLONS IS REQUIRED ABOVE THE HIGH LEVEL/ALARMS . Z # X X-----___-__ 1 .1 f > > � _ Cm BA Tio��Ps ' _ MAP REFERENCES TH NO i _ 1. BOUNDARY AND TOPOGRAPHIC INFORMATION PROVIDED BY THE CHAZEhN COMPANIES, PREPARED AND CERTIFIED BY 6 $uPAOP / u" (�� \ / / / �_ / SDl SILT FEIIICE �m''� VINCENT P. AUSSFELD, CERTIFIED NYSLS. U \ %Ao / Q \\ A'WEMIRSEr AREA IS \ 100, / / / / ,103 �;< _ /o/ SITE WYESTIAATION THE SUBSURFACE CONDITIONS IN THE VICINITY OF THE PROPOSED SEPTIC Y' TEM WERE OBSERVED ON JUNE 18, 2003. NO WELLS WERE OBSERVED WITHIN A 100' OF THE PROPOSED SEPTIC SY�I1.m. PRESENT FOR THE INVESTIGATION WAS: ¢� 'k 2I3�N� V / SEAN FARRELL (TTC). .L° �1PR0Lu 01 i RESULTS WERE AS FOLLOWS: Z x z x } q 1 _ U_ 69 1 PT #1: 1:58; 2:04; 3:02; 3:21; 3:19 MIN ANCH. 0"-12' TOPSOIL C� '. . J\ ±A A / 12-30" DARK BROWN SILTY CLAY / ' ' 102�• � PT 2: 21:20; 31:00; 36:22; 37:40 MIN INCH. � r 30-48" DARK BROWN SILTY CLAY, TRACE OF STONE LIC �o \ / USE 6-7 MIN ANCH FOR SYSTEM DESIGN � / BASED ON PREVIOUS DESIGN. � o �/ /\ I 0 8" TOPSOIL _ m15g <I /- 8-18" DARK BROWN SILTY CLAY y I7(ZjR V 18-48" DARK BROWN SILTY CLAY, TRACE OF STONE B j �< -too' V- F tF 9 W F SEPTIC SYSTEM DESIGN fi a N <�AREA FOR 50X ----- �__ 5U)x Mao i SEPTIC SYSTEM DESIGN FOR A 6 BEDROOM, SINGLE FAMILY RESIDENCE INC'LIOING GARBAGE GRINDER. �0 g E J EXPANSION g 4 NO FOOTING OF ROOF DRAINS, WATER SOFTENER BACKWASHES, ETC. SHALL BE ALLOWED TO ENTER THE SYSTEM. }a W z ��z a- W O� 1. DESIGN FLOW: USING A DAILY FLOW RATE OF 110 GPD/BEDROOM, THE Df�i;1V FLOW IS 660 GPD. z HOUSE ROAD �4 �ioo� 2. SEPTIC TANK CAPACITY: THE REQUIRED SEPTIC TANK CAPACITY FOR 6 BEDROOM RESIDENCE IS 1,750 GAL THE ADDITION OF THE GARBAGE GRINDER INCREASES THE AMOUNT OF SOLIDS IN THE TANI( THAT WALL BE DISPLACING TANK FLUID. TO ;j o€ m i ACCOMODATE THIS INCREASE IN SOLIDS, THE TANK CAPCITY MUST BE INCREASED BY 250 GAL AS PER NYSDOH REGULATIONS, W r 6 o�In F S o REQUIRING A 2,000 GAL TANK CAPACITY. NO SPA TUBS EXIST OR ARE PRCPOSED AT THIS TIME. 6 N o o 9-4 < rev, d 3. DESIGN OF ABSORPTION BED SYSTEM BASED ON A STABLIZED FILL PERCOLATION RATE OF 6-7 MINUTE PER INCH. TO US), �' W cis ACCOMODATE THE DESIGN FLOW OF 660 GPD, 660 SF OF ABSORPTION BED AREA IS REQUIRED. THE BASAL AREA SHALL a z<C4 XW* 5 BE 20-FT X 33-FT IN AREA, PROVIDING 660 SF OF BED AREA. ALSO INsx.UDED ARE 20-FT (MIN.) TAPERS. 1 SITE PLAN IN8PECTION SC DID 4. AS REQUIRED WITH AN ABSORPTION BED SYSTEM, A DOSING CHAMBER WITH A CAPACITY OF 1000 GAL IS PROVIDED. OC 19 S1 MAIL- 101 1. CONTRACTOR SHALL COORDINATE 5. PROVIDED TO DISTRIBUTE EFFLUENT FROM THE DOSING CHAMBER TO THE ABSORPTION BEDS IS A HYDROMATIC MODEL W 2 THESE INSPECTIONS WITH THE ENGINEER. SHEF30 PUMP. PUMP MEETS ALL DOH REQUIREMENTS AND IS ABLE TO HkNDLE THE DESIGN FLOW. J 3 LA 0 AFTER FILL AREA HAS BEEN PLOWED. CONSTRUCTION UkRAORPTN W EIU T Q 3 H 2 Y AFTER FILL HAS BEEN PLACED (FOR PERCOLATION TESTING AND 1. THE REQUIRED BED AREA SHALL BE FILLED WITH A MATERIAL CHARACERIZED BY A 6-7 MINUTES PER INCH STABILIZED O I-Q DEPTH VERIFICATION). PERCOLATION RATE. THE BASE OF THE ABSORPTION BED SHALL BE COVLIED WITH A (6) INCH LAYER OF 3/4 TO 1-1/2 VJ 0:� ? INCH WASHED GRAVEL OR CRUSHED STONE. PLACEMENT OF FILL MATERIA, SHALL OCCUR AT A TIME SUCH THAT THE FILL WILL U Q C AFTER PLACEMENT of SEPTIC TANK, DISTRIBUTION BOX, INCH A MINIMUM OF 1 FREEZE/THAW CYCLE PRIOR TO PLACEMENT OF THE ABSORPTION BED SYSTEM. Z W W 0 TRENCHES AND PIPING (BEFORE BACKFILUNG). W 2. THE LOCATION OF THE PROPOSED BED SHALL BE STAKED OUT PRIOR -0 CONSTRUCTION. HEAVY CONSTRUCTION EQUIPMENT Q V SHALL BE KEPT OUTSIDE OF THE STAKED AREA TO AVOID COMPACTION CR DISRUPTION TO THE PROPOSED BOTTOM AREA OF Q AFTER FINAL GRADING, SPREADING TOPSOIL, SEEDIN1j' AND V) THE ABSORPTION BED. W Q p MULCHING (TO INSPECT FINAL COVER). 3. THE DISTRIBUTOR PIPES SHALL BE INSTALLED LEVEL UPON THE (6) INN LAYER OF AGGREGATE. ADDITIONAL AGGREGATE _ U) 3 AS-BOLT DIM"88 SHALL BE INSTALLED ACROSS THE ENTIRE BED AREAS TO (2) INCHES ABOVE THE TOP OF THE DISTRIBUTOR PIPES. a � 4 4. THE ENTIRE AREAS OF AGREGATE SHALL BE COVERED WITH A PERMEABkE GEOTEXTILE TO PERMIT MOVEMENT OF FLUIDS a 1. CONTRACTOR SHALL PROVIDE AS BUILT DRAWINGS SHOWING ALL DIMENSIONS NECESSARY TO LOCATE BURIED STRUCTURE(S) IN W Q 111 Z C THE FUTURE. CONTRACTOR CAN NEATLY DRAW DIMENSIONS ON A COPY OF THESE PLANS AND SUBMIT THEM TO THE ENGINEER. AND REPEL MOVEMENT OF BACKFILL SOIL INTO THE AGGREGATE. UNTREA :D BUILDING PAPER OR A (4) INCH LAYER OF HAY m O 0 DIMENSIONS SHALL INCLUDE 71ES FROM EXISTING STRUCTURES) TO THE FOLLOWING: OR STRAW MAY BE SUBSTITUTED IF PERMEABLE GEOTEXTILE IS UNAVAILAIiE. �a SEPTIC TANK ACCESS HATCH(ES) 5. THE PERMEABLE GEOTEXTILE SHALL BE COVERED WITH PERMEABLE SOI1. BACKFILL, WHICH SHOULD BE MOUNDED SLIGHTLY. �+ G DISTRIBUTION BOX(ES) AFTER SETTLEMENT HAS OCCURRED (6 MONTHS MINIMUM INCLUDING AT LAST ONE FREEZE-THAW CYCLE). THE AREA SHOULD ~ BOTH ENDS OF EACH LATERAL BE HAND GRADED TO ENHANCE SURFACE DRAINAGE OFF THE BED. SEEDI"G AND MULCHING OF THE AREA IS REQUIRED. CC Q 4 c �� C NTU a RL 1. ALL ELEVATIONS CALLED OUT ARE BASED ON THE ASSUMED ELEVATION! OF � ~ THE INVERT OUT OF THE BUILDING (107.0'). THIS ELEVATION NEEDS TO B" q FIELD VERIFIED AND ALL CORRESPONDING ELEVATIONS MODIFIED. drawn checked Q 2. THERE WERE NO EXISTING WELLS OBSERVED WITHIN 100. OF PROPOSED S.M.F SYSTEM. dote scale 1/5/01 AS NOTED project no. 30045.0 sheet no. SP1 300� 6"-12" IMPORTED SOIL FILL INCLUDING 6" OF TOPSOIL, IN ACCORDANCE WITH GRADING PLAN FINISHED GRADE TO OVER ABSORPTION AREA, INCLUDING TAPERS BE SEEDED & MULCHED z TOP SOIL, SEED AND MULCH. CONSTRUCTION w TO BE STABILIZED BY VEGETATION FINAL GRADE 0 2" Av \v N�� U MIN - "I. ,. _ - - _ . __2 o j m Q^ Q_ 5 TYP .PERMEABLE GEOTEXTILE z ,. r•. W 4 a Q Q a r W �xI UWpop 73' (TYP) W s " ALL EXCAVATION AND k a WASHED GRAVEL OR TRENCHING SHALL MEET � ie / — — _j z < 6` RFORA D D < CRUSHED STONE BED OSHA REQUIREMENTS AN 3/4" TO 1-1 2 ALL STATE AND LOCAL _ 0 TRENCH BACKFILL WITH z N QC MI iLATER AGGREGATE �OT ITEM I(E2) CLEAN ON-SITE SOIL, ro a D r pp REGULATIONS LACED IN 8 INCH LIFT EXISTING A o GROUND z LEVEL & RAKED BED BOTTOM N w z a MANUALLY COMPACTED BACKFILL I PROVIDE 1/4" DIA HOLES IN TEES AT ENDS TO 95x STANDARD PROCTOR 0 TO ALLOW FOR VENTING INTO THE SOIL (TYP) 33' (TYP) `� - DENSITY. MATERIAL TO BE CLEAN GROUNDWATER SAND, SAND & GRAVEL OR GRAVEL ao 5 (� - - _ _ _- - - PIPE ZONE BACKFILL. COMPACT IN :.• .• . : e s _:. S : ;, N L L L 1 - - _ TWO 6 INCH LIFTS f_ a L_I_LLLLLL. 2" PVC LATERALS WITH 1/4" PERFORATIONS A 5-0 C" T - - _LLLLLLLLLL, o r ^ ( OC. PERFERATIONS ORIENTATION DOWNWARD (TYP) I I ' : = L_LLLLLLLLLLL ___ __ _ _ _ _ _ _ _ _ ___ __ __ __ _______ BEDROCK OR IMPERVIOUS LAYER PIPE ZONE BEDDING TO BE CLEAN - ' "• e' s _LLLLLLLLLLLLL : : .. . I— — — — SAND, SAND & GRAVEL OR GRAVEL �LLLLLLLLLLLLL 0 ABSORPTION BED AREA: 660 SF F- _ T _ 1 I � NI t+ -- - - -- -- -- - - ---- - - -- - - -- -- -- — —— — — —— + - -- -- I =�n=l=— I1=I1�= o6.. °� . 4 1/4" LLLLLLLLLLLLLL o, LLLLLLLLLLLLLL III-1 I I—III—III—I I I`I I I-1 I I-1 11-11 I-1 I I-1 I M I I-1 I I:-1 0 �G•°O •Q�� LLLLLLLLLLLLLL °o ob �'° \ _LLLLLLLLLLL F 1--2.5' MIN TO BED EXCAVATION (TYP ALL SIDES) I ( —III—III—III—I ( I—III—III—III—) I I—III—III—III—III—III- OPTIONAL EXTRA BEDDING AOBE LLLLLLLLLLL-- -- -- --- - - -- -- -- - - - -- -- - - - --- - -- r w — — — — — -- — — — — — — I NOTES: — — — — — — '-LLLLLLLLLLI 4 INCH (NOMINAL) DIAMETER '_LLLLLLLLI 2'-0" SCHEDULE 40 PVC FROM HOUSE I_LLLLL ' U 1. FILL IS TO BE IMPORTED MATERIAL MEETING THE REQUIREMENTS OF TO SEPTIC TANK. SDR 35 PVC a I ^ NYSDOH. (MIN.) FROM SEPTIC TANK TO DISTRIBUTION I BOX N .� NATURAL COMPACTION: 0E o / NATURAL COMPACTION THROUGH A FREEZE/THAW CYCLE (OCTOBER NOTES: L) -_ "' THROUGH APRIL). NO SIEVE ANALYSIS IS REQUIRED. THE FILL SHALL BE 31 3/4 " qA MIN MACHINED PERC TESTED AFTER THE FREEZE / THAW CYCLE TO DETERMINE FINAL 1. HOUSE SEWER TO BE VENTED AND PROVIDED WITH ONE (1) CLEANOUT 30 1/4 " DIA OPENING SEATS DESIGN RATE. PERC RATES SHALL FALL BETWEEN 5 AND 30 MINUTES. (MINIMUM), FITTED WITH MATCHING PLUG/ CAP. 30" DIA COVER MECHANICAL COMPACTION: 2. HOUSE SEWER CONSTRUCTION TO MEET OR EXCEED THE SPECIFICATIONS g OF 9NYCRR, PARTS 903-907, INCLUSIVE, AND PART 1250. 1/8" CLEARANCE � zw A SIEVE ANALYSIS SHALL BE CONDUCTED OF THE BORROW SITE. SANDS 3. WATER LINES TO BE 10 FEET MINIMUM FROM THE HOUSE SEWER, BASAL AREA: 4,380 SF SHALL HAVE LESS THAN 10% BY WEIGHT FINER THANO.074 (�1200 SIEVE). (MINIMUM) FLANGE BRACING ri la PERC RATES SHALL FALL BETWEEN 5 AND 30 MINUTES. HORIZONTAL AND 18" (MINIMUM) CLEAR AT ANY CROSSINGS. WEB (6 REWD) 4. SUCTION WATERLINES SHALL NOT CROSS ANY COMPONENT OF THE 1O LOCK BAR W 2. CONSTRUCTION ACTIVITIES SHALL AVOID SMEARING OR COMPACTING WASTE WATER TREATMENT AND DISPOSAL SYSTEM. /SADDLE �_ 24" DIA PLATE & EYE BOLT. DIA : 39" MIN. �O' MAX THE BOTTOM AREA OR SIDEWALLS. SUPPLY PADLOCK (FOR r• I TYPICAL T wN��,�"G�/ tINNER SEAUNG GASKETABS RPTION BED LAYO T DETAIL SDl SCALE: N.T.S 2 COVER CRC REFERENCE. �, ABSORPTION BED SECTION DERAIL HOUSE SEWER TRENCHINC3 SEPTIC TANK . �DlscALE: N.T.s 3 BE ' 4 FRAME AND C V `� � CROW REFERENCE �, BEDDING AND �ACKFILLINQ O ER � � SCALE: NONE �JIM �Dl (RO NREFEREN� SPI SDl CROSS REFERENCE: 1/SDI W z INDOOR/OUTDOOR RHOMBUS CONTROL ODEL T2VC pB yyi I}II INgEC� GREEN W PANEL, 112 SERIES WITH LIGHT AND M C Y OH O ELE IC g ' AUDIBLE ALARM. LOCATION PER HOME OWNER. OR APPROVED EQUAL PUMP SUPPLIER TO PROVIDE OPERATING MANUAL 2" SCH40 PVC VENT PIPE W I TO HOMEOWNER. 24" ABOVE GRADE A, L PLACED VINYL COATED FLOAT MOUNTING PROVIDE NON-SHRINK B WITH CLEAN ON-SITE BRACKET MODEL 100-4 BY OHIO GROUT AND WATER PROOFING U FI PLACED IN 8" LIFTS AND ELECTRIC OR APPROVED EQUAL. COMPACT 4 WATERTIGHT/LOCKING BRACKET TO STABILIZE SD1 CAST IRON MN COVER VENT PIPE NEMA 4X THERMO PLASTIC JUNCTION 4" SDR35 O 1/4` PER FOOT MIN. MOUNTED TO GRADE RING WATERTIGHT/LOCKING 4 BOX. I CAST IRON MN COVER WATFs.:1GHT/LOCKING 4 T ? SOIL, SEED & MULCH T !RON MN COVER r I PP01rtD.: THREADED STEEL PULL ROD( IF REQUIRED) SD1 ( IF FEQUIRED) S01 WITH SUPPORTING BRACKET. LENGTH I AS REQUIRED. Lu f CONCRETE BLOCK & MORTAR 36"MIN FENCE POST Q U. C INLET FROM BUILDING PARGE AROUND GRADE RING MINIMUM SLOPE OF : • ;:,,; 2" SCH40 PVC DISCONNECT, MODEL � 1/4 INCH PER FOOT HGRDG BY CAMBELL OR APPROVED d1 SOS EQUAL * L 2" DROP IN. LIQUID DEPTH COUPLING z N UNDISTURBED GROUND z ? z 2" PRESSURE SEWER TO SLOPE 10 II SANITARY TEE W/ II BACK TO DOSING TANK WITH NO CAP & EXTENDED a.W SOD a II a TRAPS. F 4" BASE a U o U : to EMBED FILTER CLOTH v e a, o_ i WATERTIGHT SEAL. TYP. » U MIN 8 INTO GROUND z a I `1 0 a 2` GATE VALVE. MODEL G6150T m< a< `t 4» tO AS FURNISHED BY EMMONS PUMP OR R Q ALARM ON ;� APPROVED EQUAL PROVIDE VALVE pi Oj PUMP ON WITH EXTENSION ROD AND BRACKET, z z< � PUMP OFF 7 LENGTH AS REQUIRED. SECTION N 1/4' WEEP HOLE. bm < • • s- •_ DRILLED INTO PIPE. $0 } w . , CHECK VALVE WOVEN WIRE W m m� 41< 2" THREADED PVC BALL CHECK FENCE R TO TER �a VALVE. FLOWMATIC MODEL 2133T CENTER z 4" PEA GRAVEL 5' 10�MAX CENTER MIN , SEE INDIVIDUAL PUMP OR APPROVED EQUAL. �'W m BEDDING DESIGNS FOR FLOAT ELEV. THREADED MALE ADAPTERS AS REQUIRED 36"MIN FENCE POSTS, DRIVEN <� 1000 DOSE TANK BY FT. MILLER CO. OR E 2,000 GAL SEAMLESS CONCRETE APPROVED EQUAL FOR SUP FIT SOLVENT WELD SOCKET. MIN 16" INTO GROUND ,o o i< N rc SEPTIC TANK BY FT. MILLER. SHEF 30, 0.30 HP, 115V EFFLUENT PUMP 'w z BY HYDROMATIC OR APPROVED EQUAL. HIGH DENSITY POLYETHYLENE z 1000 GAL SEAMLESS CONCRETE SEPTIC PIPE SEALS AT ALL PIPE / PENETRATIONS, TYP. SECTION VIEW 1" SCH40 PVC CONDUIT TO � II �IL � BAFFLE IN LIEU OF SANITARY CONTROL PANEL FOR POWER z TEES AS OPTION TO CONTRACTOR 24 ' I.D. TAPERED PLUG. MANHOLE FRAME & COVER CONTROL PANEL & ALARM J o a o l m to IF REQUIRED. WIRING. W 8"MIN Y at Lu o II 1 = OUTLET INLET I I / I I OUTLET PERSPECTIVE Q z 1 I VIEW W Q !— ono I•I-•-- NOTES: Z 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN U LU Q� U EACH OTHER THEY SHALL BE OVERLAPPED BY Z FENCE POSTS NTH WIRE TIES OR STAPLES. 6" AND FOLDED. 0 ' w W 2. FILTER CLOTH TO BE FASTENED SECURELY TO 3'-6ca WOVEN WIRE FENCE NTH TIES SPACED EVERY 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED w _ >. 3 C.L. BA FFL 13'_OM 8.-2» \-UNK SEAL(WATER TIGHT)ASSEMBLY 24" AT TOP AND MID SECTION. AND MATERIALS PE RN LINE SMOVE MEN "BULGES' N DEV ILT FENCE. INLET FROM BUILDING 4" INLET/OUTLET PIPE MINIMUM SLOPE OF 1/4 INCH PER FOOT 6 SILT FENCE DETAIL m 0�W 2000 GAL ON SEPTIC TANK �DlSCALE: N,T.S m�g '� NOTE: MANHOLE FRAMES AND COVERS ARE REQUIRED WITH EXTENSION COLLARS WHEN CROSS REFERENCE: SPI AND 1000 QALLON DOSINQ TANK oc 5 THE TANK HAS MORE THAN 12" of COVER. WATERTIGHT /LOCKING COVER IS REQUIRED � LU W � AND MUST CERTIFIED AS SUCH IN THE FINAL INSPECTION. IF TANK HAS A SEAM PROPER SDl SCALE: NONE SEALING MUST BE PROVIDED TO ENSURE WATERTIGHT CONSTUCTION. e � CROSS REFERENCE: SI�1 Q o drawn checked 4 &M.F JM date scale I 7/1/03 AS NCTED project no. 30045.00 sheet no. �� SD1