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1993 - Septic System
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Last modified
8/22/2023 4:37:19 PM
Creation date
1/23/2020 9:51:53 AM
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x Address Old
House Number
2110
Street Name
Webber Hills
Street Type
Road
Address
2110 Webber Hills Rd
Document Type
Septic
PIN
0311723340011
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G. DOWNSLOPE DIKE WIDTH <br /> 1. If landslope is 2.9 percent or less,basal width includes both the <br /> upslope and downslope dike widths, <br /> 2. Calculate minimum mound size based on geometery: <br /> a. Determine depth of clean sand fill at upslope edge of rock <br /> layer: Separation , 9 feet - s- - a..5 4)w v 9 N-=>-t-,;>. <br /> b. Multiply rock layer width by landslope to determine drop <br /> in elevation; Slope Difference Coverx �} % = 100 - feet -0 lett Sepantlan <br /> C Add depth of clean sand depth of clean sand for Upiape Width <br /> 1 left Scope nure <br /> separation at upslope edge (2a) to depth of rock layer to itcck Bed Wldth <br /> rock depth and the depth of cover to find the total mound feet <br /> oa„n.lopeWdut <br /> height at upslope edge of rock layer; L-1,0 «*1" -- ``" .....,__- <br /> � .s ft+ 1 ft + 1 ft= 4.>' feet ,Ci-S-c '-was-C o. 3'. i s5 <br /> d. Enter table on page bottom with landslope and upslope A-ST 4a w- • --+--t > <br /> dike ratio. Select dike multiplier of 3 o3 '•1 SS L 6 3N� ► 770,,,*,,,,,t-£ <br /> e. Multiply dike multiplier by upslope mound height H 5 ,-1, S, <br /> to get upslope dike width: 4.0 x 3.0 = ) q feet 1 L <br /> f. Add the depth of slope difference(2b) to the upslope <br /> height to get the downslope height + = feet <br /> g. Enter table on page E-18 with landslope and downslope <br /> dike ratio. Select dike multiplier of . <br /> h. Multiply dike multiplier by downslope mound height <br /> to get downslope dike width: x------ _- -feet <br /> i. Mininmum mound width is the sum of upslope dike 1 tt-T.-)A-rf--le.- <br /> width plus rock layer width plus downslope dike width; <br /> ,-____ft- . __ - ft +-------ft-=- feet Rock Bed Width %D''''•. UpsbpeDikeWidth <br /> j. Subtract the Minimum width G.i from the Absorption <br /> width F.4 to find the Additional Downslope required for # ='.Rock Bed Length ss <br /> Absorption :}: <br /> --4t--- ft - feed Upsbpe Dike Width/S -:Upsbpe Dike Width <br /> k. Add the Additional Downslope required for Absorption <br /> to the downslopedike width and recalulate the Total >bio 'iiii 'wiad,"'' <br /> G ,+-�-1--.e. Mound Width which is is the sum of upslope dike <br /> • <br /> t )u.+la, _ width plus rock layer width plus downslope dike width "``''`'`'"''` `' ;a"'`' ''`''``''''' <br /> 3 41 )S 'ft+ o ft + i..s-- ft = 0 feet ,_ 1--Total Length_ ---� <br /> 1. Total mound length is the sum of upslope dike width 1 <br /> plus rock layer length plus upslope dike width; <br /> ) ft + 5. - ft + )S ft = c(6-- feet <br /> Downslope Upslope <br /> 3:1 4:1 5:1 6:1 7:1 3:1 4:1 5:1 6:1 7:1 8:1 <br /> %slope <br /> 0 3.0 4.0 5.0 6.0 7.0 3.0 4.0 5.0 6.0 7.0 8.0 <br /> 1 3.09 4.17 5.26 6.38 753 2.91 3.85 4.76 5.66 654 7.41 <br /> 2 3.19 4.35 556 6.82 8.14 2.83 3.70 454 5.36 6.14 6.90 <br /> 3 I 454 5.88 7.32 8.86 2.75 337 4.35 5.08 5.79 6.45 <br /> 4 3.41 41137: 6.25 7.89 9.72 2.68 3.4.5 4.17 4.84 5.46 6.06 <br /> { 5 _-t .i's 6.67 8.57 10.77 2.61 3.33 4.00 4.62 5.19 5.71 <br /> 6 3.66 5.26 7.14 9.38 12.07 2.54 3.73 3.85 4.41 4.93 5.41 <br /> 7 3.80 556 7.69 10.34 1373 2.48 3.12 3.70 4.23 4.70 5.13 <br /> 8 3.95 5.88 8.33 1154 15.91 2.42 3.03 337 4.05 4.49 4.88 <br /> 9 4.11 6.25 9.09 13.04 18.92 2.36 2.94 3.45 3.90 4.30 4.65 <br /> 10 419 6.67 10.0 15.00 23.33 2.31 2.86 3.33 3.75 4.12 4.44 <br /> 11 4.48 7.14 11.11 17.65 30.43 2.26 2.78 3.23 3.61 3.95 4.26 <br /> 12 4.69 7.69 12.50 21.43 43.75 2.21 2.70 3.12 3.49 3.80 4.08 <br />
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