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MCR ENGINEERING Proposed Septic Tank Calculations <br /> 1242 Dupont Court K)m 17-074 NdeGwden wry _ <br /> Manteca.C\ 95;16 M)DRESS "M(BAST NnE AVR M_AM'FCA,CA 99337 — <br /> (209)239-6229 BY -- ---- -- OHMS - --- <br /> FAX(109)139-8839 DATE: 7.12 2619 <br /> 13uidline (F) Event Person Nlax 1)esip_n Flowrate ••teas l rmsswes.4 V Acmes Pei Me rabfi-mia Mumbwv(W, <br /> uunt't� Duration nein Uses GallUa� <br /> Drinking Fountains I - (1.1 0 10 <br /> Public Lavatory Faucet 1 0.5 N A 0.. 0.,,; <br /> \Vater Clowtc I-Imhometer I N-A 1 t, I 1 fill <br /> timAe Person Max Howrate Per Event 12-1 Ioor Duration) 2.0 <br /> Siugle Petson Design Flovoate Pet 1_aeiu t1-11our Dutat-Kn) <br /> Building ((;) Proposed Average Daily Flowrates <br /> Dcm n Volurtre f er Permmr _al day Stull`Kwun 2 <br /> n of Rooms F J w Student.vRoom 30� <br /> I coal Plnwrate Per DaN 964).0 <br /> Huiltling (F) Proposed Avet-aEe Dail% Floarates <br /> Design VA11111c Per Person L"M 11a\ `latf'Rrrom 3,75 <br /> ot'Kooms 1 Total 1•lu«ralr Per Day 3.750.0 <br /> Htiddin F 11'ro used Event 2-Hnui- Duration :•lax Daily Flowi-ates <br /> I)r.i_it \ ,ladle Per I'cr-:-u, i!al day Max Occupancy - Si•t <br /> Total Flowratc Per Day - 1,668.0 <br /> 1 otul Proposed A%crage Dail Flowrate <br /> Total Design Average Daily Flowrate = 6J7A.n <br /> Septic Tank - Design Calculations •*Per.laJoaquin Cown-0W'7:5Standardr <br /> Boric I ank C apacity taut Req.Percolation Volume- 7,578 gal <br /> wrage Daily Flog F-6,379 ]LA Calculated I ank Capacity= C.')t►'t gal <br /> Design f ank Capacity= 6,000 gal <br /> �'fess101yq[ <br /> r f t* <br /> C47 � <br /> CIV <br /> �a <br /> OF <br /> fayre ' u1' <br />