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2013-336 TOWN OF QUEENSBURY woo 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20130336 Date Issued: Tuesday, August 12, 2014 This is to certify that work requested to be done as shown by Permit Number P20130336 has been completed. Tax Map Number: 523400-297-020-0001-005-000-0000 Location: 284 QUEENSBURY Ave Owner: SUSAN BALFOUR Applicant: SUSAN BALFOUR 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, rTh / Variance, or other issues and conditions as a result of approvals by the �f-thing - "Ord Planning Board or Zoning Board of Appeals. Director f Building& Lod ;. `or ent TOWN OF QUEENSBURY ea742 Bay Road,Queensbury,NY 12804-5902 (518)761-8207 ,31 Community Development-Building& Codes (518)761-8256 BUILDING PERMIT Permit Number: P20130336 Application Number: A20130336 Tax Map No: 523400-297-020-0001-005-000-0000 Permission is hereby granted to: SUSAN BALFOUR For property located at: 284 QUEENSBURY Ave 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: SUSAN BALFOUR 471 GLEN St Septic Alteration Residential GLENS FALLS,NY 12801-0000 Total Value Contractor or Builder's Name /Address Electrical Inspection Agency IBS SEPTIC IVAN BELL 2 LOWER WARREN STREET OUEENSBURY.NEW YORK Plans&Specifications 2013-336 Res. Septic Alteration $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,July 25,2014 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town of iQu /j T: t: _ July 25,2013 SIGNED BY r , for the Town of Queensbury. Director of Building&Code Enforcement 1 : ' Community Development Office Tt` Town of Queensbury • 742 Bay Road • Queensbury, New York .12804 JUL 2 5 2013 Office Use Only � TAX MAP NO. P/,-7t/, oa°—/-5 PERMIT NO. I.3 3 is PERMIT FEE APPROVALS: ZONING TOWN CLER APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS./r'�})PP ICATION IS SUBJECT TO REVIE EFORE ISSUANCE OF A VALID PERMIT. OWNER: Sf4Sar •,1 Xt I4Q VI— INSTALLER: RS S1P� I c C ADDRESS: 2$ 1 (yso Lotcok n )(A NI Nee ADDRESS: I 0 Wfr '\It e' SA• PHONE NOS. ei45 - b v PHONE NOS. F g(1 Q\ Y'q LOCATION OF INSTALLATION: CO QtACPr.,5I/)tAt1 kve • / RESIDENCE INFORMATION: YEAR BUILT NO. X COMPUTATION = TOTAL DAILY FLOW BEDROOMS (Gallons per bedroom) _ GARBAGE GRINQFR 1980 or older 3 X 150 = Lf 0 INSTALLED? ►V fr ,1981-1991 X 130 = `J SPA OR HOT TlIBi 1992-present X 110 = INSTALLED? N PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT ROL�J[�G I STEEP SLOPE* %SLOPE ✓ SOIL NATURE: SAND V �L/OAM`IV k CLAY �� OTHER I GROUNDWATER: AT WHAT DEPTH? IV N I BEDROCK/IMPERVIOUS MATERIAL: AT W DEPTH? I DOMESTIC WATER SUPLY: MUNICIPAL WELL (If well:water supply from any septic system absorption is: ft) c)fI PERCOLATION TEST: RATE IS PER MIINUTE PER INCH[mpg (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/n� in a Planning Board approved subdivision). TANK SIZE: IWUQ 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: Q i 1 0 ABSORPTION FIELD(WITH NO.2 STONE) Total length J UJ ft. Each trench - I X o SEEPAGE PIT(S)(WITH NO.3 STONE) How many? W,f F R Size? IV Pc" 0 ALTERNATIVE SYSTEM Bed or other type? ((/ ' rfri o HOLDING TANK SYSTEM Total required capacity? : 6Y h- Tank size? IV pc Number of tanks?ph- NOTE: h- 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 to abide by these and all •uirements of the Town of Queensbury QUESTIONS? CALL 7614256 OR EMAIL Sanitary II al Ordinance.hy �r�\ codesfE'aueensburv.net Sig j- •f •e` 'r'esponsible Date I-) j VISIT OUR WEBSFIE FOR MORE INFORMATION www.queensburv.net 07-1' Community Development ment Office - - Town of Queensbury • 742 Bay Road • Queensbury, New York •12804 JUL 2 5 2013 Office Use Only TAX MAP NO. ,R9(1; ra /-5 PERMIT NO. r,33 3t, PERMIT FEE_ S 4 APPROVALS: ZONING TOWN CLERK 6 APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS. PLIC}/ATION IS SUBJECT TO REVIEW`DEFORCE ISSUANCE OF A VALID PERMIT. OWNER:_St.1 Scar. r Mk \ �r INSTALLER:dei as P 1 C. ADDRESS: 2 �1 f_ ( Lite CN c D(A r 1 JMe_ ADDRESS: i I n W Pr Viov e n rJ 1 '"l l J r _ r'r. 1 1 —�n - r/r A % I PHONE NOS. 1-r5 D L]6 O PHONE NOS. L 7 T l 1 "`9 LOCATION OF INSTALLATION: 9 (61+ DLit'er\s`/j IAr"? Nye • RESIDENCE INFORMATION: NO.OF COMPUTATION TOTAL DAILY FLOW YEAR BUILT BEDROOMS X (Gallons per bedroom) GARBAGE GRINQ, 1980 or older 3 X 150 = _4� 0 INSTALLED? I.J 1981_1991 X 130 = SPA OR HOT TO 1992-present X 110 = INSTALLED? W Pr PARCEL INFORMATION: i \r`p ✓ TOPOGRAPHY: FLAT ROL�'�('°�G STEEP SLOPE ,1i %SLOPE V IV I SOIL NATURE: SAND t/ LOAM NA' CLAY Iv OTHER ✓ GROUNDWATER: AT WHAT DEPTH? IV N \ � ✓ BEDROCK/IMPERVIOUS MATERIAL: AT WH DEPTH? V I DOMESTIC WATER SUPLY: MUNICIPAL V WELL N -\--,If well:water supply from any septic system absorption is: ft) ✓ PERCOLATION TEST: RATE IS (V PS PER MIINUTE PER INCH(mei] (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: Ian 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: Q i 1 IVp u® o ABSORPTION FIELD(WITH NO.2 STONE) Total length [ ft. Each trench -I X 0 SEEPAGE PIT(S)(WITH NO. 3 STONE) How many? Size? (V o ALTERNATIVE SYSTEM Bed Dr other type? tic 1r r v ) ' o HOLDING TANK SYSTEM Total required capacity? (YE\ Tank size? hi R Number of tanks?P[ ) 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 to abide by these and alll,4.uirements of the Town of Queensbury QUESTIONS? CALL 761-8256 OR EMAIL ' Sanitary -iv:.; ei al Ordinance. -7--)-C-0 codes(dqueensburv.net Sanitary is- 0 VISIT OUR WEBSITE-FOR MORE INFORMATION Sign ?el—esponsible Date www.oueensburv.net Town of Queensbury Building & Code Enforcement Office No. 518) 761-8256 Septic Inspection Report Inspection request received: Name: SU1SO1/41 8 E t/D-UA. Inspected on: • — i — /� Location: '���----= , any 62 bJ 2 Arrive: i : Aldo •.m. Permit No.: / 3 - 3 3Co Inspector's Initials: ir Co, is andlor dia.ram Soil Type: SariZ Loam/ . t Type of Water: Municipal I Well Water �'X P / -I 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. 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 I Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits Conforms as per Plot Plan Y N Engineer Report and As-Built • _N ETU Maintenance Contract provided Y N Location of System on Property: Front R r Left Side Right Side Middle Front Middle Rear S stem Use Sta s: Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Septic Inspection Report RUCINSKI HALL ARCHITECTURE �>' - ,�'ty` Ronald Richard Rucinski � ..% Ethan Peter Hall G: 627 Maple Avenue �J`/��` Saratoga Springs NY 12866 p. Voice 518 580 1905 Fax 518 584 5012 Email ephall@nycap.rr.com Septic Install for Balfour Residence—284 Queensbury Ave 5 Aug 2013 John O'Brien —Town of Queensbury Building Department 742 Bay Road Queensbury NY 12804 Re: Septic Installation for Balfour Residence—284 Queensbury Ave John, At the above referenced project location I observed the installation of the sewage disposal system including the septic tank, distribution box and tile field laterals prior to back fill. All items appear to be installed in accordance with the construction documents and are acceptable to this office. If there are any additional questions please call to discuss. ,,,,,---,---•'s7.?,.„, Regards, 6 DAA,.„ it 444,0,_ -,to t AS B iif ati fA-t Ethan Peter Hall ��, `' x ,. r Architect -t:Q71)0 -":.-: r Y:Uvan Bell Septic(]BS)\Balfour Realty\284 Queensbury Aveltetter 5 Aug 2013.doc 1 GENERAL NOTES JJffNET, ON IIINES ISNEINS LEGEND ISSEENT,'.. YMI ----------------------FREIVE­SICEN-D SONT.— OF EESO RFIAWNS ­N =SE'. I/, XC S PERCOLATION TEST RESUL7 NAF­NN I I I 1-1 ON-1 .­TUll PEED LENCLEIS DO S,I., FESILL ETFSEL ED ` " ——1/1 """"' ",III 'NOTLESSES) 1_J 11.1 2 IT Tm�v,,IT'ONS, DISTRIBUTION BOX TEST PIT DATA Cl FIT ISS, C) caounoMni£ SES—ON TNI..1 '2'ANSIO" FOONE-1 FICA DRI., N.C.TIFF STANDARD ABSORPTION TRENCH SEC.'IDN SEPTIC TANK N "'T 'Al 1111 NITH 11 11T,11 ­EIN NNINBAL Ra SEPTIC SYS 5 B�1,111C­ — --I- TEM DESIGN SUFF ALLAN 1� - E.T. "'SEES,I--NIB. TO SNFN',,E,ITUE, I.IIATEIACTONCIS.1—1.­SIS INN r. 'S' E1 —Ili—= — — M T _Tf B__ , F—Ell IT III BEFE­-BS. E.I ..— S. ON 1 1. S'F' 1 0 TINN ECONSES IN IISEEINION IEN1 A .E TTION—LE,ENCSNCC STIOE BE ILENES IOS LOU IS Cl­ E�D1�;­CBS 9F. "1 11 1 BE I= EFENFIN,TO I-- SEFTELS..DAIB.. IN T'ONE".,FN1 ITT— APPEOITION PILL NO, All ­FESN FIELD-1 1.B ELIT 1111­ &' KOZZOu—MB • X1541"I IZU"' BE IFUZ.XID"NIEII��DEDE.l FEIN S11 F."IT ­OFFN TIE11ITTIO IT:, ILEPC ITS ET AT�1 SIF 1­­.11 SEWAGE DISPOSAL SYSIEM NOILS Exmn nEAvr I INE,11 11,11L1'.1IT1 O_.C.LEF, _gl BE FEESC INAIL 62 I...OF ON 1­—S 1.­QC I NLL LIONIS TO It OF LLFTIL—IN ­STINDION.1111T WiM APPROW OF THE NESSO 11OFESCEN1 11 FIC TFIN OF STANDARD ABSORPTION IRFJITCH PROFILE BE =EIE11 'IESTIN'."ISIS'I!F".N'C= .1-I.ENT OF NEIIEN I—FICITOSET 1­1-NS11E1IF 1-1 11PENN1 11-A NE 11 IATIS IT BE SET Ol A FTTCS IS 10.1AICEB EAS ON NLSELI DEED REFERENCE: xt GLr ANEL OF fit L 0:. IF TO 1­1.­NE SON 'I�T IFTEEF ONT DS­ E �iT NZ="Mtm I­Ol­II 1A­1-11 P_ B_TFN FLI1 LINE,6'­NS FLONI LIS L"10,S*NB FOLET 12 'N'2.'=!"","NE,'�'F%FE­ONE L.516 P.olo COOLINS INATTEC LACTS.Ill­N­ SlILLE BE SEEE�DMFEF,ENANN IS 1­NATICS 1. SIFEEN, ," 2" �PULL' ALIBI 68IL'U IN 10 _NBFN '"F I. 0 (42 0 Z LIF D ONESE'"'808"1 NO­W""' INS OF EC..NFT CL'SSIETED SLOZ J/��'U'l."S=ETONrl."U.'I'SON N'_C I'T"'Il.IN IT FEIT I­NNI.LL1/1 IS F-LIT—I ITSBIL 111E �_L "/Ol AN�If`CTI`SCPIII�ALTM Ed I'.RA of 1�1 BE 1111 11 111, I ON I ,I F. C. NEI FEE FELL DEED RE 0 E Tj C� I I'll "I"I""'E", 1E.OS1 METION M.T IZAITTE I J.�r I T-TON l' QL �Y�F.A� DID En b e 11Ir C�111 TEF'11*�l 11�1 OF I I"INTO BZ,l FEAELE. I ,SON IN,1 _ICECIT� 1� S NTS L!� SICIES FFvn NENI DM 'IS N EI_COON L,-1 ICOODD CLESSINF'.TLEIt_TTIN S IF ONSITTO So_.NS NET NE...S.1 TLIC—I,T.F, 0 tIN 11 0 1, 1 L"IS C,SIEFS US L9 101, I A N'.N ON'll M—'�`TEII� ".' I"'W�Iz SI%A'gE'ON TNE5'ILIN­ALLY EIELLSES CEITICIIIN FBI ENElI FL ON OF AREA 4� F. N'L. BASS NO GNI­E GRNTTE='ONET INLESS ISTILLICE I"I'AL C­11ICIO'OF 1.711: ACRES IN S"moi a', TLE NO AND 11 SEETS­1 SEE IS IOEEISED 81 1.1111LOI 0'2% IJ f N.DITS SILLE�'qS LEGEND Z'IE'�'41AZFCS A­.�UT 10 ISE 10r'��FEFNNEE� I IF DOE CEO I�:�S,4�I�El F'EN Ol 'A SSIAO a X,IN ON 11 11 141 1 1111 TOI 111D IT 1AII 11 Ol­­INS BY NTANES S'T� I I S TO,TS.'LI L P.I.E. ICNE—IS cFF'F"', B�SV CE FEE%11­N IS ITTEN Y OF BSTL11 1 11 LETIFT a OR SINOTTrY PELEISBT­IANIFF I—I—Y TO III 55I1 F,I. ESNINS�IS IFF C SHOULD BE EBIIPEN IN'.I. NSIT TAIIS —I.ITNN 11 IIIIINE.TNF NSTNI TNNI 1­1 N11.FEI BILETELS-1 FIAT-1 1 Cl 12 r =Io-A.1 NIEL"11 SIT111 N1 11 111INS "I TIF Ir LAIES. F."I . I DISSEll NN III "IC Fa=91=.20"A"`C.4Nc1,.UL5;`L�I LEN,­1 EF I I SON IS IS I NNOCIED DO INS, 2IIIS INS.11,ap xoi, F.—N, DISTI'LOTE.­NEINS­11D.1 I,FINS SCESIT"S'_ "A SIC INN FIECSLET'FIST TLE PPOFE O ix WE INCE-21YETEN'."AIS IFFS 11 IS—11 EIFF­ I I S_ INy LES TEFf I­I ISCILARESS .1 F-1 To =1,IS 0 _F.1 I S"BLISS N" "'ova? R., QVIS, E,11 —1 111, DO NF7D'VNSE 11 111$ESBFCNB1.1'l1.111'A1 W.EIT�rITO 1111 IEIIE IN— I OCON IF-NEL—1--. OR INTS-IS ON TENEETS SEPTIC PLAN, PLOT PLAN --f SO "IT LlT -1 1111,.—INN 1. 1' SEl, S III TIIIT,NS TO BE SSAIDOOED 11 IF EINT IF FAIILS BE E A, NOTES, _'S��1�1�1�A EM.T_111E.11 I TF_TT11 I FEL 7 LIENS,",,,DRESEANE-N _TT GRAPHIC SCALE OIL ALL SECTIONS IN TO P­S ­E ON S""`_I' DETAILS TO FNB,F1FE,O FC..TO S 1INNIF SNP­s FE ".E,,,_ EFSIFNIFBI EI 11 11OICS soNC TO STBEAT SIF RIN­A.1 IRS1 70 NI, IS 11EN INS.FIT.1-1 NS IN,— N. C-1 11 am Septic Inspection Report Office No. (518) 761-8256 Date Ins.- ion r-.uested: Queensbury Building & Code Enforcement Arrive: t - POS -• : u�l• 742 Bay Rd., Queensbury, NY 12804 Inspector's Initia s: /// NAME: Bat)rrLJL 'E' IT NO.: / 3 3 3(p LOCATION: C� (j� I63 A-oto ,SPECT ON: RECHECK: ,�-^— Comments and/or diagram Soil T Pe: LIth v a 1/-€lay Type of Wate L MunicipaiiWeil Water Waterline separation distance 10 ft. 't' 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 121 ft. Length of each trench 4 ft. Depth of trenches — '7_ft. ct- Size of Stone � Seepage Pits: Number _ L/ N Size: x C� C Stone Size: 13 -71`°C)" 'C NYe- PipingSize Type Building to tank it; 't s\>C. Tank to Distribution Box 17 �I2 Distribution Box to Field / Pit Li bDt - [-{L b p(2-3 5 9___ Opening Sealed: =/ N End Cap N/NInlet/Outlet Pipes&Baffles -1/ t 0��� � Manholes 12"or less below gradeN [provide extension collar if Yes] �Y_N Location/ Separations Foundation to tank 7ft. Foundation to absorption -24 ft. Separation of Pits fly• Conforms as per Plot Plan Engineer Report and As-Built N �� � \\ ETU Maintenance Contract Y_ N ‘611•..7 Ofd provided A 1\5-9,\)\(.-A-- Location of System on Property: Front Rear Left Sid- Right Side Middle Front Middle Rear System Use Status: pproved 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 Septic Inspection Report Office No. (518) 761-8256 Date Ins io Queensbury Building &Code Enforcement Arrive: 7),- -)a if/p 1 De..rt: -t ) a /p 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: riffr` NAME: G R ! A vs NO.: \ -- 3 3(PLOCATION: 2t?y �\�: EF O �1`�jLa ' 1� 1r 'ECT ON: 7 — 7 — 1 RECHECK: c t t- FR Dt-A <3‘101-)F___ \OT Comments and/or diagram Soil Type: Sand/ Loam/ Ciay Type of Water: Municipal/ Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + / - Y_N_N/A [150'to well required if NO] Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Size Type Building to tank `I /v- N —r) Tank to-Dstribution 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 ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan _Y Engineer Report and As-Built _Y N tJ C ES) [5\(� ' C) ETU Maintenance Contract Vtract_ Y_ N iNL ,C V • Location of System on Property: Fromm 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 Report03 29 10.doc MIN. SLOPE 1/4 PER FOOT SEPTIC TANK - BY FORT MILLER OR EQUAL PROVIDE 3" SAND OR — PEA GRAVEL UNDER TANK APPROXIMATE FINISH GRADE LIQUID LEVEL INLET & OUTLET - BAFFLES l;2i X ff¢ C)2 - O O CY J —MINIMUM 2x WIDTH - MAXIMUM 4x WIDTH RECOMMEND ALL ACCESS h CLEANOUT OPENINGS BE RAISED TO 6" BELOW FINISH GRADE. MIN. SLOPE 1/8" PER FOOT TO D. -BOX SEPTIC TANK N.T.S. I 1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. 2. ALL STRUCTURES' TO BE PLACED ON FIRM, COMPACT SAND OR GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A STABLE FOUNDATION: 3 SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. HEED REF'ERE.UCE. 1) MEL MARTINEZ, SECRETARY OF HOUSING AND URBAN DEVELOPMENT "10 SUSAN K. BALFOUR, FILED IN THE OFFICE OF THE WARREN COUNTY CLER IN BOOK 1314- AT PACE 164; DATED AUGUST 18, 2003. CO O H W LEGEND o IRF IRON ROD FOUND o IPF IRON PIPE FOUND O IRS IRON. ROD SET I UTILITY POLE (DOOC? STONE WALL — x — WIRE FENCE = a= CHAIN LINK. FENCE — o — WOOD FENCE 0 POINT F.P. FENCE POST —oft-- OVERHEAD WIRES n/f NOW OR FORMERLY / ,hot! r ! "/''� Hydrant CONCRETE OR STONE MARKER ABOVE ALL. BURIED COVERS GRFlLTE D RECOMMENDED. OVERFILL TO ALLOW FOR SETTLEMENT INLET BAFFLE 12" MIN. OVER OVER" ALL STRUCTURES \ #i DISTRIBUTION BOX BY FORT MILLER OR EQUAL 4"PVC r 2."MIN. Iva°fix BALL OUTLET INVERTS TO BE SET AT PEA EXACTLY THE SAME GRAVEL ELEVATION. (USE OF SPEED LEVELERS ENCOURAGED) DISTRIBUTION BOX N.T.S. NEW TILE FIELD — 4 LATERALS QT 45' oro r ���t�awQy AREA = 1.79 f ACRES ! 7� w s6,66 «� �• gate"-•�-,E / .r hydrant / NOTES: 1) BASE MAP PREPARED FROM A�JUIIE 2013 FIELD SURVEY, / 2) NORTH ORIENTATION IS BASEDIrOt�III MAGNETIC OBSERVATION 2013. 3) THIS SURVEY WAS PREPARED 'PTHOUT THE BENEFIT OF AN ABSTRACT OF TITLE AND IS THEREFORE SUBJECT TO kY EASEMENTS, COVENANTS OR RESTRICTIONS OF RECORD ANY STATEMENT OF FACTS SU`HDOCUMENT WOULD DISCLOSE. 4) SUBJECT TO APPLICABLE LAYYS•I/AIJD APPROVALS OF THE TOWN, COUNTY, AND STATE REGARDING THE DEVELOPMENT�Ofj LAND. 5) UNAUTHORIZED A.LTERA:110N 0F?tA.DDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYORS SEAL IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION �P�'°`W. 6) ONLY COPIES FROM THE ORIGIITAI,I OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYORS SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. 7) UNDERGROUND UTILITIES, STRUCTURES AND FACIUTIES HAVE BEEN SHOWN FROM SURFACE LOCATIONS AND MEASUREMENTS OBTAINED FROM A FIELD SURVEY. THERE MAY BE OTHER UTILITIES '¢RICH THE EXISTENCE OF ARE NOT KNOWN. SIZE, TYPE AND LOCATION OF ALL tI1 LITIES AND STRUCTURES MUST BE VERIFIED BY PROPER AUTHORITIES PRIOR TQ ANY AND ALL CONSTRUCTION: CALL DIG SAFE PRIOR TO ANY EXCAVATION. 1[l shed ST) N.T.S. 12" MAX. 2" MIN. Lands n/f Stanley Ry-inkewtcz L. 483 P. 088 L.'-516 P. 040 / FUNCTION PROPERLY WITHOUT PERIODIC MAINTENANCE. INADEQUATE SEPTIC TANK s,U � MAINTENANCE CAN RESULT IN CLOGGING OF THE TANK AND SEWAGE BACKUP INTO THE HCME AND/OR —EXISTING SEPTIC TANK SEWAGE OVERFLOW ONTO THE GROUND SURFACE. FAILURE TO PERIODICALLY CLEAN A Q/, r C), Ff,.fory N SURROUNDING THE ABSORP"LION FILED BY OVERFLOWING SOLIDS NOT REMOVED BY py'� N THE SEPTIC TANK. A`O � NEW 1,000 gal. 4 :r Opropane tank ., 2'-.0" 15% MAXIMUM CROSS SLOPE ON SLOPED SITES EARTH UNTREATED BUILDING PAPER, FILL OR GEOTEXTILE. ti 4" PERFORATED LATERAL iE H TOWN OF QU P WZ1- I tp) GENERAL NOTES BUILDING & C p, I (FORMATION SHOWN ON THIS DRAWING IS TAKEN FROM Reviewed By/ � 2 A SURVEY DRAWING PREPARED BY BOLSTER ASSOCIATES. Date: LEGEND G ---------- PROPERTY LINE E —E —E —E _ .PROPERTY LINE SETBACKS , � c ELECTRIC SERVICE i F_b , py No.T DESCRIPTION DATE E/P EDGE OF PAVEMENT REVISIONS U PERCOLATION TEST. RESULTS. _ PERCOLATION TEST PERFORMED 15 JULY 2013 BY ETHAN P. HALL - RUCINSKI HALL ARCHITECTURE 'a u O N a�0(fJH `V DEPTH STABILIZED RESULT U Q�II ^a 3/4' TO 1 1/2" 1in inches per one Inch drop _' Z CRUSHED STONE V M z 6'-0' 20 2: 30 W zo a z n O,U a -r— - - -- N TEST PIT DATA. Z U TEST PIT PERFORMED 15 JULY 2013 BY IBS SEPTIC a J " MAXIMUM SEASONAL HIGH o o WITNESS BY ETHAN P. HALL -RUCINSKI HALL ARCHITECTURE at GROUNDWATER ELEVATION TP# 1 Q Q ? o z 0 6 Inches, topsoil -I E w w 12 HARD ABSORPTION TRENCH SECTION 6 —36 Inches, medium -dark brown loamy gravel- Q � o �oa with some loam and medium size rocks u r n N o 36-69 Inches, medium brown gravel with trace silts _ z 0,6 o C O— Roots to 46 below grade _ > c 00 -06 s 2 T No water seeping - No mottling encountered 7 to BARRIER MATERIAL SEPTIC SYSTEM DESIGN Z� (Y a a 0 u) u) N `" U —I I I I—)IIIIEEE I 1=1 I �- DESIGN' FLOW -EXISTING 3 BEDROOM HOUSE WITH STANDARD TOILET W t��o ra 0 ° W u I I I I—I I—�11 I_= - FIXTURES AT 130 gpd PER BEDROOM = 390 gpd. SEPTIC TANK - 1,000 gal TANK REQUIRED (IN RESIDENCES WHERE A (X�7�o° SLOPE 6" MIN. GARBAGE DISPOSAL IS TO BE INSTALLED AN ADDITIONAL 250 gal OF OC]Q�Qo' CAPACITY WILL BE PROVIDED IN THE SEPTIC TANK) WORK IS TO IBE N AS SHOWN & NOTED AND ACCORDANCE ABSORPTION FIELD - 1 to 5 MIN. PERC. RATE - APPLICATION RATE WITH MANUFACTURER'S oCbopOOd o O o4 1.2 al/da s ft. - 390 d DIVIDED BY 1.2 al da RECOMMENDATIONS, TRADE y g y/ 4 'gR 9 / AL, E _ ASSOCIATION PUBLISHED oLY)°GnOt� 4" PERFORATED PVC LATERAL, 325 sq, ft. OF TRENCH REQ D. AT 2' WIDTH PER LATERAL. USE 4 LATERALS SLOPE 1/16"-1/32" PER FT. AT 45'!= 360 sq. ft, OF APPLICATION AREA. RECOMMENDATIONS ANDGENERALLY ACCEPTED LOCAL NOTES: SEWAGE DISPOSAL SYSTEM NOTES CONSTRUCTION INDUSTRY 1. END OF ALL DISTRIBUTOR PIPES MUST BE PRACTICES. PLUGGED UNLESS INTERCONNECTED. THERE SHALL BE NO CHANGE ON THESE PLANS IN ADVANCE OF OR DURING CONSTRUCTION, WITHOUT PRIOR APPROVAL OF THE DESIGN PROFESSIONAL OR THE 2. ALL LATERALS TO BE OF EQUAL LENGTH-/+ TOWN F QUEENSBURY. STANDARDS AND STANDARD ABSORPTION TRENCH PROFILE SHAILL� COMPLY NTHOTHE LATE TL EDITION(S) OF THE(NSPECTION NEW YORK S ATE REQUIREMENTS N.T.S. j DEPARTMENT OF HEALTH WASTEWATER TREATMENT STANDARDS - INDIVIDUAL I HOUSEHOLD SYSTEMS APPENDIX 75-A. SEPTIC TANK TO BE SET ON A LAYER OF COMPACTED PEA STONE OR WASHED GRAVEL.. CIZ4 00 SEPTICTANKTO HAVE SCH 40 PVC "T" AT INLET AND OUTLET. r� - INLET 12" BELOW FLOW LINE, 6" ABOVE FLOW LINE v 0` 00 _ �";., .. • ,.�-- OUTLET 14n BELOW FLOW W LINE 6AB.OVE FLOW LINE E -3n—AIR vPACE_ABO- "T". -TO OF:TFt 3 ^ N Q� to - - ( NO 1(001`, FOOTING, FLOOR, COOLING WATER, BACKWASH DRAINS, ETC., SHALL BE CI1 CONNECTED TO THE SEWAGE SYSTEM. NO SUMP PUMP, CONDENSATE, WATER .- I N SOFTENER OR HOT TUBS SHALL BE DRAINED INTO THE SYSTEM.�qq 3 SEPTIC FIELD ct 0 Z ABANDOND AND THERE SHALL BE NO CONSTRUCTION OF SEPTIC SYSTEMS WITHIN 100' OF A D (� S CLASSIFIED BODY OF WATER. „ HOUSE ,TO SEPTIC TANK: 4"0 PVC SCHEDULE 40 WITH TIGHT JOINTS, MINIMUM �g SLOPE 1/4" PER FOOT. SEPTIC TANK TO DISTRIBUTION BOX: 4"0 PVC SDR 26 ^ WITH TIGHT JOINTS, MINIMUM PITCH 1/8" PER FOOT. SANITARY DISPOSAL FIELD: H B's F I 4"0 PERFORATED PLASTIC PIPE MAXIMUM SLOPE 1/16" PER FOOT, CAP ALL ENDS. �s ,.� I FILL MATERIAL TO BE CLEAN SANDY LOAM WITH A PERCOLATION RATE OF C a C$ 655 BETWEEN 10 AND 15 MIN FOR 1% (WHERE REQUIRED) 4? tCj V r THE BEST DESIGNED AND INSTALLED SEPTIC SYSTEM WILL EVENTUALLY FAIL TO Q Crt ANEW DIST., BOX FUNCTION PROPERLY WITHOUT PERIODIC MAINTENANCE. INADEQUATE SEPTIC TANK MAINTENANCE CAN RESULT IN CLOGGING OF THE TANK AND SEWAGE BACKUP INTO THE HCME AND/OR —EXISTING SEPTIC TANK SEWAGE OVERFLOW ONTO THE GROUND SURFACE. FAILURE TO PERIODICALLY CLEAN A TO B€ REMOVER SEPTIC TANK COMMONLY RESULTS IN CLOGGING OF SOIL N SURROUNDING THE ABSORP"LION FILED BY OVERFLOWING SOLIDS NOT REMOVED BY py'� N THE SEPTIC TANK. A`O � NEW 1,000 gal. SEPTIC TANK ^ THIS DESIGN IS INTENDED TO PROVIDE SUBSURFACE "SEWAGE DISPOSAL ONLY FOR ° THE LOT IT IS SHOWN ON. NO ADDITIONS INVOLVING LIVING OR SLEEPING AREAS 00 MAY BE ADDED TO THIS BUILDING WITHOUT THE APPROVAL OF THE BOARD OF '� N HEALTH, AND REDESIGN OF THE SUBSURFACE DISPOSAL SYSTEM. THE SEAL AND SIGNATURE ON THIS PLAN SPECIFICALLY EXCLUDES CERTIFICATION FOR FUTURE --, ° c garage o . o snag Lands 7L/f Town of gtwensbury 10 Water Department 6 manhole PLOT PLAN 1" = 30'-0" /—WATER SERVICE EXPAN_'ON OR REPLACEMENT. N ENTERS THE NO GARBAGE GRINDERS ALLOWED UNLESS INSTALLED IN INITIAL CONSTRUCTION OF BASEMENT IN THE HOME AND THE SEPTIC TANK SIZE IS INCREASED BY A MINIMUM OF 250 THIS LOCATION NO CURB BOX GALLON(. WAS FOUND. SEPTIC (TANK SHALL BE INSPECTED ANNUALLY TO DETERMINE SCUM AND SLUDGE 0 OWNER STATES ACCUMULATION BY THE HOMEOWNER OR A QUALIFIED SEWAGE HAULER. THE THAT PROPERTY AMOUNj_ OF BUILD-UP NOTED AT EACH INSPECTION SHOULD BE RECORDED AND AD •.? %', IS SERVED BY Lands n/f MAINTAINED BY THE HOMEOWNER. THETANKSHALL BE PUMPED WHENEVER THE s12� ;'� o� peal MUNICIPAL WATER v: Ronald CJtartland,' Trustee - $.e " <, r n BOI IUM OF THE SCUM LAYER IS WITHIN 3" OF THE BOTTOM OF THE OUTLET SERVICE Charon Trust Agreement' BAFFLEiI Oft SANITARY "T". THE PUMP -OUT CLEARANCES ALSO APPLY TO ANY o-' I' Q ;% L. 3567 P. 032 CHAMBER IN MULTI -COMPARTMENT TANKS OR TO TANKS IN SERIES. MOST TA SHOULD BE PUMPED OUT EVERY TWO TO THREE YEARS. , "� 1 WHEN SEPTIC TANK IS PUMPED, THE SEPTIC TANK, BAFFLES/TEES, HOUSE SEWER-' ®�/ CONNECTION AND OUTLET SHALL BE INSPECTED_ BAFFLES/TEES THAT HAVE DETERICIRATED AND NO LONGER PERFORM AS DESIGNED SHALL BE REPLACED. CRACKED OR BROKEN LINES MUST BE REPAIRED OR REPLACED. SII ANY CC;MPANY EMPLOYED TO CLEAN AND SERVICE 1111E SEPTIC TANK MUST BE A DEC PERMITTED SEPTAGE HAULER. SEPTIC TANKS SHOULD NOT BE WASHED OR ��y!^ DISINFE-ITED AFTER BEING PUMPED OUT, CAD FILE NAME d ACRD\IBS\BALFOVR\C-1 SITEPLAN of SEPTIC ITANK ADDITIVES SHALL NOT BE USED IN THE SEPTIC SYSTEM. ADDITIVES SCALE B110„ ARE UNNECESSARY FOR THE PROPER OPERATION OF HOUSEHOLD SYSTEMS AND AS NOTED 66 g4, MAY CFIUSE THE SLUDGE AND SCUM IN THE SEPTIC TANK TO BE DISCHARGED INTO 11-I ABSORPTION FIELD, RESULTING IN PREMATURE FAILURE. DRAWN BY DO NOT; DISPOSE OF EXCESS HOUSEHOLD GREASE OR FAT INTO THE SEPTIC DRAWING TITLE SYSTEM, DO NOT POUR OR DUMP ABNORMAL AMOUNTS OF HOUSEHOLD CHEMICALS OR CLE� 'NERS INTO SINKS OR TOILETS. SEPTIC PLAN, WHENE�,R SPTIC TANKS ARE TO BE ABANDONED IN THEVENT OF EWERSJAREENSTALLED TO HANDLE HOUSEHOLD WAS SE E TANKSPUBLIC SHOULD BE NOTES, GRAPHIC SCALE REMOVE OR PUMPED OUT AND FILLED WITH SOIL TO PREVENT FUTURE CAVE-lN_ SECTIONS w o 15 ao 60 120 NO VEH�I,CULAR TRAFFIC OR PARKING SHALL BE ALLOWED ON ANY PORTION OF THE ABSORPTION FIELD OR THE SEWAGE DISPOSAL SYSTEM. CX. DETAILS ( IN FEET FINAL CRADE SHOULD BE GRADED SO AS TO DIVERT ANY RUN-OFF AWAY FROM i ;nefi so) ft THE AB ORPTION FIELD. _.,., DRAWING No. JUL 25 2013 A C-1 i33