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1997 - Septic system
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4520 West Branch Rd - 06-117-23-34-0004
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1997 - Septic system
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Last modified
8/22/2023 5:27:17 PM
Creation date
1/24/2020 10:23:47 AM
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x Address Old
House Number
4520
Street Name
West Branch
Street Type
Road
Address
4520 West Branch Rd
Document Type
Septic
PIN
0611723340004
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,G. DOWNSLOPE BERM WIDTH 510 - cover 1• <br /> 1. If landslope is 1% or more, <br /> subtract rock layer width from adsorption width � - • � <br /> to obtain minimum downslope berm toe • Clean Sana D <br /> u 6'Topsoil <br /> s?Ll ft - 10 ft = 1 T feet Natural Soil 'r- <br /> 2. Calculate Minimum mound Size <br /> a. Determine depth of clean sand fill at Upslopes Width D wwryslope Width <br /> upslope edge of rock layer: Rocroidth Absor n Width <br /> Separation 3' - .Z ft = I feet <br /> b. Add depth of clean sand for separation (2a) <br /> at upslope edge, depth of rock layer (1 foot) to depth of cover <br /> (1 foot) to find the mound height at the upslope edge of rock layer; <br /> I ft + lft + lft = 3 feet <br /> c. Enter table with landslope and upslope berm Upspe Width <br /> ratio. Select berm multiplier of ?, qp aao o �w ...,sa o • <br /> ':;Up io a Width: . oo e. osb„�Rock BedV ?a d¢s0 oo sC Ups! <br /> ps o e Width <br /> ib . 1 J;pavaiaily <br /> d. Multiply berm multiplier by upslope mound o;SI(3" Width )2. <br /> . LA:as .a. Lente 3g <br /> height to find upslope berm width: r•� °•o6,p poa=av=°er°•a°ar <br /> .Z, 7 x 3 = g feet <br /> e. Multiply rock layer width by <br /> 1° Downslope Width3 - I <br /> landslope to determine drop in elevation; • Absorption Width /'i - <br /> /0 x /2, % s- 100 = It 2 feet i,: <br /> f. Add depth of clean sand for slope Total Lend, 7Z <br /> difference (2e)at downslope edge, to <br /> the mound height at the upslope edge <br /> of rock layer (2d) to find the downslope height; <br /> J, 2 ft + 3 ft = 9,,2 feet <br /> g. Enter table with landslope and downslope berm ratio. Select <br /> berm multiplier of '7. 6 7 <br /> h. Multiply berm multiplier by downslope mound height to get BERM SLOPE MULTIPLIERS <br /> downslope berm width: <br /> 7.&Tx Y.-Z = .33 feet Land DOWNSLOPE UPSLOPE <br /> i. Com are the values of ste G.1 i q Slope. berm multipliers for various berm multipliers for various <br /> P P <br /> in 9. berm slope ratios berm slope ratios <br /> and Step G.2h 33 <br /> Select the greater of the two values as the 3:1 4:1 5:1 6:1 7:1 3:1 4:1 5:1 611 7:1 8:1 <br /> downslope berm width; S3 feet 0 3.0 4.0 5.0 6.0 7.0 3.0 4.0 5.0 6.0 7.0 8.0 <br /> j. Total mound width is the sum of ' 3.09 4.17 5.26 6.38 7.53 2.91 3.85 4.76 5.66 6.54 7 41 <br /> upslope berm (G.2d) 2 3.19 4.35 5.56 6.82 8.14 2.83 3.70 4.54 5.36 6.14 6.90 <br /> 3 3.30 4.54 5.88 7.32 8.86 2.75 3.57 4.35 5.08 5.79 6.45 <br /> width plus rock layer width (D.2) 4 3.41 4.76 6.25 7.89 9.72 2.68 3.45 4.17 4.84 5.46 ,.U6 <br /> plus downslope berm width(G.2i); 5 3.53 5.00 6.67 8.57 10.77 2.61 3.33 4.00 4.62 5.19 5.71 <br /> ft + I 0 , ft + 3 3 ft = 51 feet 6 3.66 5.26 7.14 9.38 12.07 2.54 3.23 3.85 4.41 4.93 5.41 <br /> k. Total mound length is the sum of upslope 7 3.80 5.56 7.69 10.34 13.73 2.48 3.12 3.70 4.23 4.70 5.1; <br /> berm width (G.2d) plus rock layer length (D.3) 8 3.95 5.88 8.33 11.54 15.91 2.42 3.03 3.57 4.05 4.49 4 sx <br /> plus upslope berm width (G.2d); 9 4.11 6.25 9.09 13.04 18.92 2.36 2.94 3.45 3.90 4.30 4 6: <br /> /X- ft + 3 ft + )7, ft = fP?, feet 10 4.29 6.67 10.00 15.00 23.33 2.31 2.86 3.33 3.75 4 12 444 <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. 0 3.12 3.49 3.80 4 t4 <br /> Final Dimesions: Note:The product of the multiplier and the height results in the honzontal distance to where the <br /> berm meets the original land slope.Example:Height at upper edge of rock layer is 3.0 leer.rock <br /> // layer is 10 feet wide.land slope is 6%and berm slope ratio is 4:1.Upslope berm width is 3.23 e <br /> t e X ,� ' 3.0.9.7 ft:height at lower edge of rock layer is 3.0+10 x 0.6=3.6 ft and downslope berm width <br /> 1s5.26x3.6w 18.9 ft. <br />
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