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2009-00603 - septic mound system
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3235 Graham Hill Road - 05-117-23-14-0068
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2009-00603 - septic mound system
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Last modified
8/22/2023 5:18:59 PM
Creation date
1/12/2017 11:32:57 AM
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Template:
x Address Old
House Number
3235
Street Name
Graham Hill
Street Type
Road
Address
3235 Graham Hill Rd
Document Type
Septic
PIN
0511723140068
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ProcessedPID
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F. ABSORPTION WIDTH Absorption ratio: 2 <br /> 1. Absorption width equals absorption ratio times rock layer width Site A <br /> 2.00 x 10.0 ft = 20.0 ft <br /> G. MOUND SLOPE WIDTH&LENGTH(Greaterthan 1°�) <br /> 1. Downslope absorption width=absorption width minus rock layer width <br /> 20.0 feet - 10.0 feet= 10.0 ft <br /> 2. Calculate mound size <br /> UPSLOPE <br /> a.Depth of clean sand at upslope edge of rock layer=3 feet minus distance to resUicting layer(C1) <br /> 3.0 ft - 2.5 ft= 1.0 ft <br /> b.Mound height at the upslope edge of rock layer=depth of clean sand for separation(G2a) <br /> at upsiope edge plus depth of rodc layer(1 foot)to depth of cover(1 foot) <br /> 1 ft+�ft+1 ft= 3.0 ft <br /> c.Upsiope berm multiplier based on land slope(see figure D-34) <br /> Selected berm multiplier: 3.12 <br /> d.Upslope width=berm multiplier(G2c)times upslope mound height(G2b): <br /> 3.12 x 3.0 ft = 9.4 ft <br /> DOWNSLOPE <br /> e.Drop in eleva6on=rock layer width(D2)times percent landslope(C5)/10Q <br /> 10.0 fl x 7.0 % /100= 0.7 ft <br /> f.Downslope mound height=depth of clean sand for slope difference(G2e) <br /> at downslope rock edge pius the mound height at the upslope edge of rock tayer(2b) <br /> 0.7 ft + 3.0 ft= 3.7 ft <br /> g.Downslope berm mulGplier based on percent land slope(see Figure D-34) <br /> Selected berm multiplier. 5.56 <br /> h.Downslope width=downslope multiplier(G2g)times downslope mound height(G2fl <br /> 5.56 x 3.7 = 20.6 ft <br /> i.Select greater of G1 and G2h as the downsiope width 20.6 ft <br /> j.Total mound width is the sum of upslope(G2d)width plus rock layer width(D2)plus downslope width(G2i) <br /> 9.4 ft+ 10.0 ft+ 20.6 ft= 40.0 ft <br /> k.Total mound length is the sum of upslope width(G2d)plus rock layer length(D3)plus upslope width(G2d) <br /> 9.4 ft + 63.0 ft+ 9.4 ft= 81.8 ft <br /> Final Dimensions (slope>1%) 40.0 ft x 81.8 ft <br /> I hereby certify that all work has been completed in accordance with aii applicable ordinances,rules&laws. <br /> (signature) 810 (license#) 12119120U6(date) <br /> Page 2 of 5 <br /> __ ___ <br />
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