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• <br /> PLOT PLA / <br /> PLUMBER'S SIGNATURE: Ale:)/ ..r / pRSW#:. 7 9 / DATE, c <br /> CLIENT: 07N p•-4) -.3.2 <br /> PAOE OF� <br /> /AO 1104 114,s 34,T_LN.R I I E,TOWN OF art,5'1ro1- ..D,A.-Ir <br /> COUNTY <br /> ...-�� � Soy._,... .._ ....._ <br /> LO•r l) C$v gDr6 X = BORING <br /> 2.^2.3 P.r�'l4.16-S EV TZONS <br /> DNR APPROVED HOLDING TANK EXISTING DRAINFIELD 7+A' <br /> (2000 GAL TANK BY"CREST"OR EOUIV,) 2-5'x 100'TRENCHES $' e7 2 <br /> TO SERVE DISCHARGE FROM FLOOR DRAIN <br /> 19-31 /p7,y <br /> (NON-SANITARY WASTEWATER) $`•/' /o Y•S <br /> 24InCt BOTTOM OF SYSTEM <br /> uT IS AT /03,71/03-15 <br /> 50' L�� I ALL TREATMENT <br /> r✓^—"_— _ TANKS ARE: <br /> I PROPOSED LANDSCAPING SHOP I Bo " k'5'1=ROM BLDG. <br /> (2 EMPLOYEES) 30e Z2'FROM LOT LINE <br /> r� /off 9' 25'FROM WELL <br /> i.\. \\,,.,:\N.\, 1 1 <br /> !�4"PVC Sldg.sewer-SCH 40 or , /453." <br /> 3.7' <br /> ASTM 03034,Frost proofed as <br /> . ( per COMM 82.30(11)(c)2, <br /> LY PROPOSED 800 GAL. <br /> SEPTIC TANK' Is' <br /> BY'CREST" r'1 <br /> (OR EQUN,) L$ t. EXISTING <br /> WI APPROVED FILTER- `}+0.,°i14.w 2"PVC <br /> TANK IS VENTED OVER FORCE MAIN <br /> INLET BAFFLE ON IN <br /> MANHOLE COVER <br /> -1 PlxoPo // <br /> 4"PVC SIMIE' ME <br /> (ASTM 03034 OR E U`•).f Q <br /> {.-. C.xi 4 <br /> am =R+Ppe <br /> kb s`ty 2 * .51-11/4S I" =.p. <br /> AP C� EXISTING 44 750 GAL <br /> b - (I LIFT STATION <br /> e )-- <br /> L <br /> tar+ <br /> a4>se.pc,L J-- ' SSF�ArD•tD cap G a , 1 <br /> Sr,' yg7Et. EXISTING 1250 GAL.. Cj� <br /> T <br /> SEPTIC TANK WITH <br /> y.(t .' .._ tb APPROV.FILTER 5" c <br /> as Ps .retie Iie" 4- • <br /> SIZING CRITERIA fl.•la COwit <br /> 3 BEDROOM RESIDENCE=450 GPD <br /> 2 EMPLOYEES=39 GPD <br /> TOTAL GPD=489 <br /> EXISTING SYSTEM DESIGNED AT 0.5 GPDJSQ.FT. <br /> 489/0.5=978 SQ.FT. • <br /> • <br /> DESIGN FOLLOWS CRITERIA FROM <br /> IN-GROUND SOIL ABSORPTION <br /> COMPONENT MANUAL FOR PRIVATE <br /> ONSITE WASTEWATER TREATMENT <br /> SYSTEMS(VER.2.0 350.10705-P(N.01I01) <br />