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OWIEI: DOUG 8 MIRE KAISER KOU10 DISPOSAL SYSTEM CALCULATIOIS <br /> STREET: P.O. B01 131 09101193 Today <br /> CITYIIIP:TROIIT01, CA. 95686 01119193 Last Revision <br /> PARCEL: U1110N1 <br /> Daily flow (qpd) 3000 <br /> Bed Infil. rate(gpolsf) (2) 0.8 <br /> Bed Area (ft'2) (D) 3750 <br /> Mound Bed Length (ft) (1) 200 (Kar 100 ft. each direction) <br /> Mound Bed Width (ft) (A) 18.8 (Min 3 ft) <br /> Average slope (1) 1 (Kar 121 ;60 m1i over 61) <br /> Mound dimensions <br /> Depth high side (ft) (D) 2.0 Min 1 ft., Mar 2 ft. <br /> Depth low side (ft) (1) 2.2 High side + (width t slope) <br /> Bed depth (in) (P) 11.0 Min 9 inches <br /> Cap at edge of bed (ft) (G) 1.0 Min 1 foot <br /> Cap at center of bed (ft) (S) 1.5 Kin 1.5 feet <br /> Mound perimeter <br /> Upslope setback (ft) (J) 11.7 <br /> Side slope setback (ft) ([) 13.8 <br /> Downslope setback (ft) (I) 13.0 <br /> Kinimum Basal area regsired <br /> Average pert rate (sialin) 36 See test results (Kar 120 minlin) <br /> Infiltration rate (gpolft'2) 0.73 <br /> Area req'd (ft'1) 5137 <br /> Kim donslope setback (ft) (f) 6.9 <br /> Kound length (ft) (B+2'[) 227.6 <br /> Kound width (ft) (A+J+I) 13.1 <br /> (1) All data from EPA Design Kanual 'Onsite Wastewater Treatment and <br /> Disposal Systems' pages 239 thre 252. <br /> (2) Table 7-9 requires Medium Sand or Saad)Sandy Loam Mixture. <br />