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2010-417 41116kmaki TOWN OFQ UEENSBURY 742 BayRoad,Queensbury,NY 12804-5902 (518) 761-8201 i0A1 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number. P20100417 Date Issued: Monday, August 30, 2010 This is to certify that work requested to be done as shown by Permit Number P20100417 has been completed. Tax Map Number. 523400-226-015-0001-019-000-0000 Location: 98 BAY Pky Owner. JOSEPH &NANCY POLONSKY Applicant: JOSEPH & NANCY POLONSKY 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 4/,fit 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. Miak TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 .4* Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20100417 Application Number. A20100417 Tax Map No: 523400-226-015-0001-019-000-0000 Permission is hereby granted to: JOSEPH &NANCY POLONSKY For property located at: 98 BAY Pky 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 Queens bury Zoning Ordinance. Type of Construction Value Owner Address: JOSEPH &NANCY POLONSKY Septic Alteration Residential 2 ROSLYN St Total Value ELLENVILLE,NY 12428 Contractor or Builders Name/Address Electrical Inspection Agency IBS SEPTIC &DRAIN ATTN: IVAN BELL 2 LOWER WARREN St QUEENSBURY,NY 12804 Plans &Specifications 2010-417 SEPTIC ALTERATION RESIDENTIAL $25.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Wednesday,August 24,2011 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the T o @�Ieen ur$`i ity sday,August 24,2010 SIGNED BY `' for the Town of Queensbury. Director of Building&Code Enforcement 0 Community Development Office Town of Queensbury • 742 Bay Road • Queensbury, New York •12804 Office Use Only TAX MAP NO. L 2 f Ic/j -17 PERMIT NO.J0_11-117- PERMIT FEE 42,c:c APPROVALS: ZONING TOWN CLERK' APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. OWNER: 4 j�,wLE*.'(f INSTALLER: 'B6�,`yy n 'f il+4 ADDRESS: _1/%�y/ ( 1 A"q )fr11 n� ADDRESS: e IxtAt z W �! f c PHONE NOS. �✓ri— iGetl, PHONE NOS. 01 ' 0ii ,-f/ ��r�' LOCATION OF INSTALLATION: cif!, �� '� A 1 / ,S/fM �l RA 1" RESIDENCE INFORMATION: NO. COMPUTATION YEAR BUILT BEDROOMS X (Gallons per bedroom) = TOTAL DAILY FLOW GARBAGE GRIN ER 1980 or older X 150 = ( J Ala) ) INSTALLED? /O 1981-1991 X 130 = SPA OR HOT TU¢_ 1992-present X 110 = INSTALLED? ]� PARCEL INFORMATION: / ✓ TOPOGRAPHY: FLAT ROLLING Y STEEP SLOPE %SLOPE ✓ SOIL NATURE: SAND 1✓ LOAM CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH? 4- 4t ✓ BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? Nor 't 4(iIa +vze° ✓ DOMESTIC WATER SU LY: MUNICIPAL WELL (If well:water supply from any septic system absorption is: $ ft), ✓ PERCOLATION TEST: RATE IS 1r` PER MIINUTE PER INCH[mpi] (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: 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. wan 1.1& ,,,t, votit?44 SYSTEM TYPE: i ❑T 'EPAGE PIT(S)(WITH NO.3 STONE) How many? Size? TERNATIVE SYSTEM Bed or other type? ► �tL ) Llf-%'' C305> --de - ❑HOLDING TANK SYSTEM Total required capacity? Tank size? Number of tanks? NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED CTRICAL 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 • the 4.. an. , rements of the Town of Queensbury QUESTIONS? CALL 7614256 OR EMAIL Sar../ z. % Ordinance. !/ A (6 20'O codes a queensburv.net VISIT OUR WEBSITE FOR MORE INFORMATION Signature of Person Responsible Date www.queensburv.net f'/5 /s ac000/T PP- bj,l�Sn• /6 5/57-W4 iAr Gam 1( /,z-b0 6 £'iI lb /Ariaf,i SgDt.os fou, * ee , "ePTh t.e- i/ ,dem t LSC/sT'INE -91-c. - Pim. 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: PO L.-(3 11 PERMIT NO.: Q LOCATION: i : Pl\' INSPECT ON: -- 7 t4—IC 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 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/ Separations Foundation to tank ft. Foundation to absorption Separation of Pits ft. Conforms as per Plot Plan Engineer Report and As-Built Y N ETU Maintenance Contract _Y N provided Location of System on Property: Front Re. Left Side Right Side Middle Front Middle Rear stem Use . .s: V Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved L:\Pam Whiting\2010\Building Codes Forms\Inspecction Forms\Septic Inspection Report03 29 10.doc R , RUCINSKI HALL ARCHITECTURE ... Ronald Richard Rucinski �� ,�J Ethan Peter Hall G`�,c4L 627 Maple Avenue �Jg- G, Saratoga Springs NY 12866 P Voice 518 580 1905 Fax 518 584 5012 Email ronrr@nycap.rr.com ephall@nycap.rr.com Transmittal To: John O'Brien—Town of Queensbury—Building Department From: Ethan Hall Date: 26 August, 2010 Re: IBS Septic and Drain Service—Polonsky Residence—98 Bay Parkway Attached please find the design calculations for the pressure bed system —sewage disposal system for the referenced project location for the replacement of the existing sewage disposal system. These are per our discussion today regarding the setback conflicts encountered during the layout of the previous designed laterals. Ivan and Butch are on site today if there are any questions. Please let me know if there are any additional requirements. ''& ik)v\A "iiir # ,,,,N I/, , tom►..I i *.; ito Y:\Ivan Bell Septic(IBS)\Polonsky Septic System\Transmittal 26 Aug 2010.doc 1 1_ RUCIJ JJ I HALL ARCHITECTURE WORK ISTOBEASSHOWN BNOTED AND IN ACCORDANCE �, Ronald Rkhard RuCinski WITH MANUFACTURER'S \I i. 4 Ethan Peter Hall P RECOMMENDATIONS, TRADE �,` 827 Maple Avenue ASSOCIATION PUBLISHED i//� / Saratoga Springs NY 12888 RECOMMENDATIONS AND �._\ ���j, %� / Voice 5t8 580 1905 /� �� �� GENERALLY ACCEPTED LOCAL g j'„' !%�/ CONSTRUCTION INDUSTRY Fax 5X85845012 \ ''i � �i � Email rrrCnyy��cc rr.00m PRACTICES /': / i ' ephallennycap.rr.eom Q 2001 �� `///%,/, IT ISA VIOLATION OF�LAW FOR ANY PERSON.UH.Ess //', ' %�; No. I DESCRIPTION I DATE ACTING UNDER THE DIRECTION OFA LICENSED ARCHITECT. / i TO ALTER ANY ITEM OR PORTION OF THS DOCUMENT IN ANY WAY //�j, /j��///�� REVISIONS EXISTING PUMP CHAMBER 7-- 3'O PERFORATED PIPE MATH END CAPS WASHED CRUSHED STONE / SIZE 3'O SOLID PIPE BED e m I 1v so I iv 2'-8' 21-0” 2',-8" - "�„` ' 32'-0' ` '.' O.270 Al , 2. PRESSURE BED DESIGN THE NEW TILE FIELD IS TO BE PLACED IN THE AREA OF THE EXISTING TILE FIELD ACCORDING TO THE PISTALLER THE EXISTING TILE FIELD IS A FORCE PRESSURE SYSTEM THAT WAS INSTALLED APPROXIMATELY 30 YEARS AGO. THE CURRENT OWNER HAS LIVED IN THE RESIDENCE SEASONALLY FOR 1HE LAST 25 YEARS. EXISTING 3 BEDROOM RESIDENCE AT 150 GAL/DAY/BEDROOM •■ 450 GPO 1-5 MIN SOIL ON SITE 450 GPD DIVIDED 0.95 GPD\SF a• 474 SF OF PRESSURE BED REQUIRED USING 15 LF OF TOTAL BED WIDTH REQUIRES 32 IF OF BED LENGTH 3" SOUD MANIFOLD WITH 3" PERFORATED PRESSURE LATERALS AT 5'-0" O.C. SET LEVEL WITH END CAPS ENTIRE AREA OF PRESSURE BED (32'x15) TO HAVE 12' WASHED CRUSHED STONE 3/4' TO 1-1/2" SIZE BELOW FORCE PIPING WITH A MINIMUM OF 8' WASHED CRUSHED STONE ABOVE THE PIPE LATERALS. ENTIRE BED AREA TO BE COVERED WITH PERMEABLE GEOTEXTILE OR UNTREATED BUILDING PAPER PRIOR TO PLACEMENT OF TOPSOIL TOPSOIL LAYER TO BE Cr TO 12' IN DEPTH. POP SIZING 27 FOOT LITERALS x 3 LATERALS+12 IF OF MAWOLD-93 LF OF PIPE x 0.589 PPE MFA x 8511 is 47 GAL FIELD CAPACITY PUMP TO BE SET SO THAT MAXIMUM 47 GAL PUMP CYCLE AT 1.0 PSI PRESSURE IN THE PIPE AT THE FIELD. • DATE CAD FILE NAME SCALE Replacement Sewage Disposal System for The Polonsky Residence DRAWING TITLE DRAWN BY 98 Bay Parkway,Assembly Point,Queensbury,New York 12804 DRAWING No. IBS Septic & Drain Service 2 Lower Warren Street,Queensbury,New York 12804 II T II - r - II - I A r } Septic Inspection Re rt Office No. (518)761-8256 Date Ins.- ion r,.. - '• - : Queensbury Building &Code Enforcement Arrive: a : -; •., fepart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initis 41111r"/ NAME: POS _i`16 '1 IT NO.: ,yb — (7 LOCATION: qg. c Vpia\i-ki { :PECT ON: 1 --!0 VD 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 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/ Separations Foundation to tank ft. Foundation to absorption . Separation of Pits ft. Conforms as per Plot Plan _N ....)fet ngineer 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 stem Use S tus: 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 ♦. • ')' 4 RUCINSKI HALL ARCHITECTURE ���� � F, Ronald Richard Rucinski �J Ethan Peter HallG`,��4 627 Maple Avenue �`�Q-Gd` Saratoga Springs NY 12866 P Voice 518 580 1905 Fax 518 584 5012 Email ronrr@nycap.rr.com ephall@nycap.rr.com Transmittal To: John O'Brien—Town of Queensbury—Building Department From: Ethan Hall Date: 10 September, 2010 Re: IBS Septic and Drain Service—Polonsky Residence—98 Bay Parkway At the above referenced project location we observed the installation of the new pressure bed system including the piping manifold and pressure laterals as well as all earthwork involved wit the installation of the system. The septic tank, effluent pump chamber and connection laterals were all existing and have been inspected and cleaned by the installer. All items observed appear to be installed in accordance with the final design plans and are acceptable to this office. Copies of the as-built dimensions provided by the contractor are attached for your files. Please let me know if there are any additional requirements. �r , ►1+% ^:‘. ° , ilVkl.$1.11 ° * ! 4 S 8 �,•,;i�i=`'� Y:\Ivan Bell Septic(1BS)\Polonsky Septic System\Transmittal 10 Sept 2010.doc 1 pipeline Specialists JOB �b-ti- poi. 0 h J.kV p]ESHEA By: EZ NO.: Q I y Pay R W�� OF CALCULATED DATE • Everett J. Prescott, Inc. SCALE 13c , Ii .-/{ cvcii r 4` -Qs/ , N --i, t 4 T .I/ ill . --._ 4 • INCSe9�t �Xt.st s kir /0°t7 94i' M r k Po /-1 �„, /4„,r_ i £ ;it.Yl f p c'in p sf r r F-t- rte,,,„ A,,,, T-v /61\c-4.3-0P-r- a d i S it 3 2 i - 3I 1, iln,.s* 2 Pt- E c c.4 / F in 2 5-14,vw 0 , )I/ A ! i , , 4, 3 y , /L-- -- _,. ..... .___ Septic Inspection 'eport 2 Office No. (518) 761-8256 Date Inspection request received: 7 ` c Queensbury Building&Code Enforcement Arrive: am/pm Depari 1 am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's �Initials:1_ 4_\•..,/ NAME: G �`4 PERMIT NO.: (2--616-1-11 7 LOCATION: Oil.: '' ' - INSPECT ON: RECHECK: Comments and/or diagram Soil Type: Sand / Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance N 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 "Z .. ft. Depth of trenches ft. n.__. ?WIZ- C3gi S \ Size of Stone - '2_ v41Wa Seepage Pits: Number /silk_ 's 1A \ --0 `"1) Size: --_----. Stone Size: Piping Size Type .�� � Building to tank �Z _ ' Tank to Distribution Box 41.AeliP '9 ,y Distribution Box to Field/ Pit / --T° f)/r L Opening Sealed: /_N End Cap V N Inlet/Outlet Pipes&Baffles N Manholes 12"or less below grade y_N [provide extension collar if Yes] VY N Location/ Separations Foundation to tank ft. fi Foundation to absorption a ft. Separation of Pits ,: ft. qc- 0-\14,1),11.- -cam , � ` Conforms as per Plot Plan 11�I�r74.�'4= -� k;r' Engineer Report and As-Built Y \/N .� ETU Maintenance Contract _Y_ N y`- \ provided `-- Location of System on Property: 12— ' '`I-1/4— . ront Rear Left Side Right Side Middle Front Middle Rear st m Use Sta s: 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 r RU IN I `HALLARCHITECTURE ' HITE T H . :' Ronald Richard Rucinski :a Ethan Peter Hall ,; „ 627 Maple Avenue e Saratoga Springs NY 12866 , Voice 518 5801905 Fax 518 584 5012 Email ronrrrnyc ap.rr,com ephall©nycap.rr.com Transmittil To: John O'Brien--Town of Queensbury--Building Department From: Ethan Hall Date: 26 August, 2010 Attached please find the design calculations for the pressure bed system—sewage disposal system for the referenced jec t location for the replacement of the existing sewage disposal system. These are per our discussion today regarding the setback conflicts encountered during the layout of the previous designed laterals. Ivan and Butch are on site today if there are any questions. Please let me know if there are any additional requirements. TOWN OF QUEENSBURY BUILDING DEPARTMENT ^� Based on our limited examination,compliance �* � ,, with our comments shall not be construed as indicating the plans and specifications are in � full compliance with the Building Codes of •'; t' ir , ,t. ' ' New York State. 1. ,, s s,. T HIS PLAN TO BE ON 7 PROJECT SITE AT4101( ALL TIMES FOR iv THE DURATION OF CONSTRUCTION Y:\Ivan Bel Septic OBSAPolorielty Septic System\Transmittal 26 Aug 2010 tcc 1 • RUCINSKI HALL ARCHITECTURE WORK I ANO�AS SHOWN & y Ronald Richard Rueklski WITH MANUFACTURERS Ethan Pater Nob RECOMMENDATIONS, TRADE + - �`�/<4 827 Maple Avenue ASSOCIATION PUBLISHED �N. i s . Saratoga Spring*, NY 12865 RECOMMENDATIONS AND Voice 518 580 1345 TALLY ACCEPTED LOCAL �% Fax 518 584 5012 CONSTRUCTION INDUSTRY A ,`� Emo1 rrr&nycop.rr.torn PRACTICES. _`�\ ephoilOrtycop rr cam 02001 V v , IT u A VIOLATION Of FOE UAW ran ANT PERSON.u SS ^ No,1 DESCRIPTION 1 DAYS ACTING UNDER NTC DIRUTION est A LICENSED MpeTECT, ' A ,� REVISIONS TO ALTER ANY INN OP PORTION OF WAS DOCUMENT IN ANY WAY ". fig' ''i�; �f r EXISTING PUMP CHAMBER /-- 3'9 PERFORATED 1 dr PPE WITH END CAPS (i -WADED CRUSHED STOi�E I / SZE 3"0 SOLID PPE BED 641) Is To. Its "cs ; 4 , ' / 'kiiitip' , 2'-6" 27'-0" 2`-.6• 4.-.** , , . 32' 0' 4 THE PEW TIE FIELD LS 10 BE FIXED Di TIE AREA OF THE EXISTDIG 18.E FELD ACCORDITV TO THE NSTALIlR THE EXISTING TILE FED IS A FORCE PRESSURE SYSTEM THAT WAS INSTALLED APPROXSUAILY 30 YEARS ACO. THE CLEMENT 0WIAER HAS LIVED 14 THE FENCE SEASONALLY FOR THE LAST 25 YEARS. USW,* 3 BEDROOM RESMENCE AT 150 GAL/DAY/BEDROOM .. 430 GPO 1-5 LIN SOL ON SITE 450 GPD DINNED 0.95 GPD1y5F- 474 SF OF PRESSURE BED RETIRED USING 15 IF OF TOTAL BED WIDTH REQUIRES 32 LF OF BED LENGTH 3' SCUD MANIFOLD WITH 3' PERFORATED PIESSURE LATERALS AT 5'-0' 0.0. SET LEVEL. WITH EPN? CAPS ENTRE NEA OF PRESSURE BED x15) TO HAVE 12' WASHED CRUDE* STORE 3,14 TO 1-1j2" STE BELOW FORCE PIPING WITH A MINIMUM OF 5' WADED STONE ABOVE THE PIPE LATERALS. ENTIRE BED AREA TO BE COVERED NTH PERLEABLE GEOTEXTNE OR INTIMATED BIDDING PAPER PRIOR 10 PLAIT OF TOPSOIL TOPSOIL LAYER TO BE 6' TO 12" IN DEPTH. PULP SEE 27 FOOT LA MALS x 3 LATERALS+12 IF OF LMILFGLD.10 IF OF FSE x 0.580 FIFE AREA x 88X.47 GAL FIELD CAPACITY PUMP TO BE SET SO THAT MAXIMLOA 47 CAL. PUAG' CY+OLE AT 1.0 PSI PRESSURE IN THE PPE AT THE FED. ' DATE GAD rat NAME SCALE Replacement Sewage Disposal System for The Polonsky Residence ARMING MUDRAWN 8Y 98 Bay Parkway,Assembly Point,Queensbury,New York 12804 ORANNG No. IBS Septic &Drain Service 2 Lower Warren Street,Queensbury,New York 12804 JOB / Pipeline Specialists c�© i d l,b re cTICy 4 2F:E-rlys, 1</I�f�. /�/ c, V OF 7 �(� `31 (, JCALCULATED DATE t 0 • Everett J. Prescott, Inc. SCALE , 41 i /iTT ,s l 'C , , 4 • ov s� Ex t'r'1f',4 / 0 00 4 A-n /e2 A � f ) x ) .)-1 ' y panyo c/t44 7 ft '..s P' r j'/T15 Y )4y r;Aa/4, �1�1/ ; k , I 0 Sr%w 'im --".sad t •� -���' � � i� `` �` �l �' T 4r 4 _ 0J 444 114410 z4wd i I 1� EXISTING BEDROOM EXISTING 1 PUMP CHAMBER � �� „ ES19ENCE � � TO REMAIN BILCO DOOR i 1 +� � � 1r --EXISTING SEPTIC TANK ! NEW FORCE +� TO REMAIN MAIN W/GATE.. µ 0 VALVE NEW 4"0 PERF. jjj f• s"i a I p � �► a � � PIPE LE FIELD � :..� -,: � f '- . rte► --r. ( IN LA 1 x r i ����� fd �iS tr,l-t' • �� r f M NEW DIST. BOX +t I Of ,oma e 1 "A _...- . 44 ,qf,e 44e V /Ad ry 10A*.e c1l e'.�A1.7 d'°r OMO i �ee (4lt r ,f �(Y te- xee Ik ! 1 .1 b 'd f ) .iL i Al _ . i14A, f4 0 PLOT PL/N NO SCALE INFORMA11ON SHOWN ON THIS PLOT PLAN IS TAKEN FROM A SCAN OF EXISTING SURVEY PLAT FROM COULTER & McCORMACK SURVEYORS DATED OCT. 7, 1985 AND FROM FIELD MEASUREMENTS TAKEN 10 AUG. 2010 BY RUCINSKI HALL ARCHITECTURE SEWAGE DISPOSAL SYSTEM DESIGN THE NEW TILE FIELD IS TO BE PLACED IN THE AREA OF THE EXISTING TILE FIEL) ACCORDING TO THE INSTALLER THE EXISTING TILE FIELD IS A FORCE PRESSURE SYSTEM THAT WAS INSTALLED APPROXIMATELY 30 YEARS AGO. THE CURRENT OWNER FAS LIVED IN THE RESIDENCE SEASONALLY FOR THE LAST 25 YEARS. EXISTING 3 BEDROOM RESIDENCE AT 150 GAL/DAY/BEDROOM = 450 GPD 1-5 MIN SOIL ON SITE 1.2 GDP/SF x 2 SF/LF OF LATERAL = 188 LF OF FORCE LATERAL REQUIRED USE 5 LATERALS AT 40'-0" (FORCE LATERALS) 4" SOLID MANIFOLD WITH 4" PERFORATED LATERALS SET LEVEL WITH END CAPS. FIELD CAPACITY: 40' x 5 + 18 = 218 x 0.653 (PIPE DIA) x 85% = 121 GAL FIELD CAPACITY SET FLOAT SWITCH TO PUMP 120± GAL PROVIDE MIN 12" WASHED CRUSHED STONE 3/4" TO 1--1 /2" SIZE BELOW PIPING WITH A MINIMUM OF 6" WASHED CRUSH STONE ABOVE THE PIPE LATERALS. PROVIDE MINIMUM OF 12" SAND BELOW THE STONE FOR PIPE LATERALS. REMOVE EXISTING TILE FIELD IN ITS ENTIRETY AREA OF EXISTING AND PROPOSED 11LE FIELD AREA OF EXISTING AND PROPOSED TILE FIELD THIS PLAN TO BE ON PROJECT SITE AT ALL TIMES FOR THE DURATION OF CONSTRUCTION I hive seen or observed, or believe I saw evidence of, e; ;ry�,�, . , J;ects such as houses, wells, trees, fences, etc., r, this document. I also represent that I have ;ti3tld the distances set forth on the d'a ram," —1 CAD FILE NAME ACAD\IB5\P0L0NSKY\C-1 SCALE NO SCALE DRAWN BY DRAWING TITLE PLOT PLA PICTURES SEPTIC CALCULATIONS DRAWING No. C-1 M4 H C17 CD CD co CD T3 e --h N - C7 H 00 (n 0 C7 I� CD U7 Ln CD r, - n Cn K co CD / u U7 CD _D fi n i ~i C1 X to C CD M D C CO 0 ao Ln 0 0 CD No.1 DESCRIPTION 1 DATE REVISIONS CAD FILE NAME ACAD\IB5\P0L0NSKY\C-1 SCALE NO SCALE DRAWN BY DRAWING TITLE PLOT PLA PICTURES SEPTIC CALCULATIONS DRAWING No. C-1 M4 H C17 CD CD co CD T3 e --h N - C7 H 00 (n 0 C7 I� CD U7 Ln CD r, - n Cn K co CD / u U7 CD _D fi n i ~i C1 X to C CD M D C CO 0 ao Ln 0 0 CD