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D) ***Wi,nches <br />inches from bottom of tank to "pump ON" float <br />t) *** from bottom of tank to "Hi Level Alarm" float (Add a few more inches if Time Dosed) <br />2) 871 lgaRons reserve capacity, (after High Level Alarm is activated) <br />0.45 gpd/fe Absorption area Soil Loading Rate, which gives a mound ratio of 2.7 J (minimum) <br />(this must match the soil boring log) desired mound ratio 1 2:7 <br />10 percent site slope (0-12% range) 10 (% downslope site slope, if different than upslope) <br />14 inches, or =ft. to Redox or other limiting condition (This must match the soil boring log) <br />leads to a: <br />,) *"* 22 inch, or 1.83 ft. Sand Lift Mound CRITICAL FOR FUTURE CERTIFICATIONSlI I <br />i) *** 27.0 ft.Total ABSORPTION width <br />;)P17.0]ft. <br />ft. upslope and sideslope (sand beyond rockbed) <br />Downslope (sand beyond rockbed) <br />**" BERM widths (topsoil beyond rockbed) using 4:1 slope ratio <br />3) 10 ft. upslope berm <br />D) 12 ft. sideslope berms <br />t) 31 ft. downslope berm optional =ft. downslope @ 3:1 slope <br />Overall Dimensions: <br />H51 <br />ft. wide by 62.5 ft. long Rock bed <br />ft. wide by D7]ft. long Mound footprint <br />4" inspection pipe <br />,,- 18" cover on top <br />UDslope berm 1 10 <br />12" cover on sides <br />(6" loamy cap & 6" topsoil) <br />1.83 Clean sand lift <br />_ ,� 1.17 Depth to Limiting <br />Limiting Candition __------------- ._ <br />Absor tion Width 27 c _ — — — <br />Note: <br />For a to 1% s[opes, Absorption Width is measured from the Bedequally in both directions. <br />For slopes >1%, Absorption Width is measured downhill from the upslope edge of the Bed. <br />"** Rock Bed: <br />=ft. by 62.5 ft. 9" deep, plus 20% gives <br />21 yd' or *1.4= 29 ton <br />*** Mound Sand: (note: volume is based on 4:1 slope from top of rockbed, Exchange sand for loamy cap if desired) <br />26.6 up + 113.4 downslope + 21.8 ends + 54.0 under rock = 259 Yd' or `1.4= 363 ton <br />plus 20% <br />Loamy Cap: <br />47 ft. by 83 ft. 6" deep, plus 20% gives <br />B7 yd' or *1.4= =ton <br />*** Topsoil: <br />51 ft. by 87 ft. 6" deep, plus 20% gives 99 Yd' or *1.4= 139 ton <br />hereby c tify that l have completed this work in accordance with all applicable ordinances, rules and laws. <br />Chip's Septic Services LLC 2064 <br />I irpnse# Date <br />