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OHRE: DOUG 6 MIKE HARSH KOOID DISPOSAL STSTEK CALCOLATIORS <br /> STREIT: P.O. B01 131 09101193 Today <br /> CITTIEIP:TBORI101, CA. 95686 04119193 Last Revision <br /> PARCEL: GI[IOWI <br /> Daily Plow (gpd) 1200 <br /> Bed Infil. rate(gpolsf) (1) 0.8 <br /> Bed Area (ft"2) (G) 1500 <br /> Hound Bed Length (ft) (B) 200 (Hat 100 ft. each direction) <br /> Mound Bed Width (ft) (A) 7.5 (min 3 ft) <br /> Average slope (1) 1 (Hat 121 ;60 coli over 61) <br /> Mound dimensions <br /> Depth high side (ft) (D) 1.0 Kin 1 ft., Hat 2 ft. <br /> Depth low side (ft) (I) 2.1 High side + (width t slope) <br /> Bed depth (is) (B► 11.0 Kin 9 inches <br /> Cap at edge of bed (ft) (G) 1.0 Kin i foot <br /> Cap at center of bed (ft) (B) 1.5 Kin 1.5 feet <br /> Hound perimeter <br /> Gpslope setback (ft) (J) 11.7 <br /> Side slope setback (ft) (1) 13.6 <br /> Downslope setback (ft) (1) 12.6 <br /> Kinimum Basal area required <br /> Average Pere rate (mintin) 36 See test results (mat 110 Kin/in) <br /> Infiltration rate (gpolft"2) 0.73 <br /> Area req'd (ft'2) 2055 <br /> Kin downslope setback (ft) (I) 2.8 <br /> Mound length (ft) (B+2t[) 227.2 <br /> Hound width (ft) (A+J+I) 31.8 <br /> (1► All data from IPA Design Kanual 'Onsite Wastewater Treatment and <br /> Disposal Systems' pages 239 thru 252. <br /> (2) Table 7-9 requires Medium Sand or Sand/Sandy Loam Kitture, <br />