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2006 - P10163 - new septic
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4700 West Branch Road - 06-117-23-33-0004
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2006 - P10163 - new septic
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Last modified
8/22/2023 5:26:59 PM
Creation date
1/24/2020 11:43:43 AM
Metadata
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Template:
x Address Old
House Number
4700
Street Name
West Branch
Street Type
Road
Address
4700 West Branch Rd
Document Type
Septic
PIN
0611723330004
Supplemental fields
ProcessedPID
Updated
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" G. MOUND SLOPE WIDTH & LENGTH Landslope > 1% slope <br /> (landslope greater than 1%) I - <br /> oover 1 i <br /> 1. Downslope absorption width = absorption width (F) ,.:: a, ,o0�p <br /> a x.r" 6'Topsoil <br /> minus rock layer width (D2) "„t, Clean Sand ft <br /> �-"7 ft - /0 ft = /R ftMIZIMill -•-•-, <br /> Restricting Layer IMIIIMIIIIIIIIIIII <br /> Upslope Width(G2d) Rork Width(02) Downslope Width(C2i) III <br /> It <br /> 2. Calculate mound size N h <br /> UPSLOPE <br /> a. Depth of clean sand fill at upslope edge of Absorption Wideth-Sutd(F) <br /> rock layer = 3 ft minus the distance to restricting layer (Cl) <br /> 3ft- f ft = Q, ft <br /> b. Mound height at the upslope edge of rock ID-34: SLOPE MULTIPLIER TABLE <br /> layer = depth of clean sand for separation (G2a) Land UPSLOPE DOWNSLOPE <br /> Slo e, multipliers for various multi lfovarious <br /> at upslope edge plus depth of rock layer (1 ft) in slope ratios slopeiersratiros <br /> Mus depth of cover (1 ft) 3:1 4:1 5:1 6:1 7:1 8:1 3:1 4:1 5:1 6:1 7:1 <br /> t . ft + ift + ift = t-j ft 0 3.0 4.0 5.0 6.0 7.0 8.0 3.0 4.0 5.0 6.0 7.0 <br /> =. Upslope berm multiplier based on land slope 1 2.91 3.85 4.76 5.66 6.54 7.41 3.09 4.17 5.26 6.38 7.53 <br /> 5 ; (n (see figure D-34) 2 2.83 3.70 4.54 5.36 6.14 6.90 3.19 4.35 5.56 6.82 8.14 <br /> 3 2.75 3.574.35 5.08 5.79 6.45 3.30 4.54 5.88 7.32 8.86 <br /> I. Upslope width = berm multiplier (G2c) times <br /> 4 2.68 4.17 4.84 5.46 6.06 3.41 4.76 6.25 7.89 9.72 <br /> .upslope mound height (G2b): s 2.61 3.33 4.00 4.62 5.19 5.71 3.53 5.00 6.67 8.57 10.77 <br /> x 3. VS" ft = )'l ft <br /> 6 254 3.23 3.85 4.41 4.93 5.41 3.66 all 7.14 9.38 12.07 <br /> DOWNSLOPE 7 2.48 3.12 3.70 4.23 4.70 5.13 3.80 5.56 7.69 10.34 13.73 <br /> -'. Drop in elevation = rock layer width (D2) times 8 2.42 3.03 3.57 4.05 4.49 4.88 3.95 5.88 8.33 1154 15.91 <br /> )ercent landslope (C5) = 100/ 9 2.36 2.94 3.45 3.90 4.30 4.65 4.11 6.25 9.09 13.04 18.92 <br /> J ft x . G %- 100 = • a, ft 10 2.31 2.86 3.33 3.75 4.12 4.44 4.29 6.67 10.00 15.00 23.33 <br /> Downslope mound height= depth of clean 11 2.26 2.78 3.23 3.61 3.95 4.26 4.48 7.14 11.11 17.65 30.4( <br /> ;and for slope difference (G2e) at downslope 12 2.21 2.70 3.12 3.49 3.80 4.08 4.69 7.69 12.50 21.43 43.75 I <br /> -ock edge plus the mound height at the <br /> 1pslope edge of rock layer (G2b) Cft-__-/ "_ i.y6 <br /> ft+ t C ft= LY. G. ft <br /> 4. Downslope berm multiplier based on percent land slop <br /> -1, 6./L (see figure D-34) . <br /> 1. Downslope width = downslope multiplier 4= Upslope Width(G2d) <br /> G2g) times downslope mound height (G2f) ft <br /> L. x 7". y6 ft = al ftUpslope Width(G2d) <br /> $ Upslope Width(G2d) Rock (D2) ft <br /> . Select the greater of Cl and G2h as the _ Length(D3) <br /> lownslope width: 1 ft <br /> to Downslope Width(G2i) ft <br /> . Total mound width is the sum of upslope Absorption Width(F)\_______, <br /> vidth (G2d) width plus rock layer width <br /> D2) plus downslope width (G2i) Total Length(G2k) ft <br /> ft + IU ft + 2l ft = '1_5- ft <br /> Total mound length is the sum of upslope width (G2d) <br /> )lus rock layer length (D3) plus upslope width (G2d) <br /> _-,_ft + 2E ft + /y ft = (,,(go feet <br /> - ' -7 7). Final Dimensions: <br /> y x 6 , <br /> i,-. 171,.- : <br /> I hereb��yy,certify that I have completed this work in accordance with applicable ordinances, rules and laws. <br /> ///J (signature) -/U (license #) /vl a'%/ (date) <br />
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