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MCR ENGINEERING Proposed Septic Tank Calculations <br /> 1242 Dupont Court ICSH —1 T-074 Ndct,wden Ulenicnt:u)- <br /> Manteca,CA 95336 Al)DRUS.- 570D WT NILE'AVl. MANTtCA,CA 95337 <br /> (209)239-6229 BV t)"S <br /> FAX (209)239-8839 DATE 71=619 <br /> Buidlin f Event Person .Max Design F[( (rate. '•Awnm'►w&*.4Faeaw3Per Awfa,fmmlaPhn"tcor: <br /> MIMMKIIJUM)auartlil Duration i min} t_tics (.:11111).r� <br /> Drinking Fountains I - 0 1 rl lel <br /> Public Lavaton Faucet 1 0.5 N: 1 0.33 2 <br /> Water Closets Flushomcter I \','A 1.40 1 I ht} <br /> Single Person Max I-lowrate 11cr Event(2-1 lour Duration) 2.0 <br /> Single Person Design Flo,%rate Per Event i'_-Hour DutatiunI <br /> Ruildhi (:) Pro nosed Avera tie Daily Fluwrates <br /> Design Volume Per Prrswi gal,day0 SlaEf Re►um 2 <br /> of l(oorns 3 k Studcnls'Itonm Itl <br /> I Flo%%Tate Per I)at 9611.11 <br /> Buildin F Proposed AvcraLyc Daily Flowrates <br /> I)esig..n VoInnic Per Persian= pl da" titan Room .75 <br /> ,r til Rooms 1 Total Flowrate Pcr Day 3.750.0 <br /> 13uildin ► f Proposed Event 2-11our Duration Max Daily P'lolvrates <br /> ohne Pcr Pcvr nn =¢al day Max(Occupancy - 834 <br /> I otal Flowrate Per Day= 1.668.0 <br /> Total Proposed Averaze Daih• Flowrate <br /> Focal Design Average Daily Flowrate <br /> Septic Tank - Desiun Calculations "PerSun 4,r,leonC:aanryfJH'lSSNmdards <br /> 13ase Lank C'apacit _ + gal Req Percolation Volume= 7.578 gal <br /> Avera c Daily Flaw 6,3-78 gal t al�uiated lankCapacity - "..,".' cal <br /> Dcsign I ank Capacity - 6.000 cal <br /> QPOFEssio <br /> NO 7499 rn <br /> �q CIVIL t�P <br /> CAL* <br /> face 2 ol'' <br />