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Septic design(for subdivision purposes only)
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3380 Graham Hill Road - 05-117-23-11-0013
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Septic design(for subdivision purposes only)
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Last modified
8/22/2023 5:15:41 PM
Creation date
1/17/2017 12:39:00 PM
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Template:
x Address Old
House Number
3380
Street Name
Graham Hill
Street Type
Road
Address
3380 Graham Hill Rd
Document Type
Septic
PIN
0511723110013
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F. ABSORPTION WIDTH Absorption ratio: � � <br /> � ? Absorpfion width equals absorption ratio fimes rock layer width Site A <br /> 2.00 x 10.0 ft = 20.0 ft <br /> G. MOUND SLOPE WIDTH&LENGTH(Greater than 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 restricting 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 upslope edge plus depth of rock layer(1 foot)to depth of cover(1 foot) <br /> 1 ft+1ft+1 ft= 3.0 ft <br /> c.Upslope berm multiplier based on land slope(see figure D-34) <br /> Selected berm multiplier: 3.45 <br /> d.Upslope width=berm multiplier(G2c)times upslope mound height(G2b): <br /> 3.45 x 3.0 ft = 10.4 ft <br /> DOWNSLOPE <br /> e.Drop in elevation=rock layer width(D2)times percent landslope(C5)/100 <br /> 10.0 ft x 4.0 % /100= 0.4 ft <br /> f.Downslope mound height=depth of clean sand for siope difference(G2e) <br /> at downslope rock edge plus the mound height at the upslope edge of rock layer(2b) <br /> 0.4 ft + 3.0 ft= 3.4 ft <br /> g.Downslope berm multiplier based on percent land slope(see Frgure D-34 <br /> Selected berm multiplier: 4.76 <br /> h.Downslope width=downslope multiplier(G2g)times downslope mound height(G2fl <br /> 4.76 x 3.4 = 16.2 ft <br /> i.Select greater of G1 and G2h as the downslope width 16.2 ft <br /> j.Total mound width is the sum of upslope(G2d)width plus rock layer width(D2)plus downslope width(G2i) <br /> 10.4 ft+ 10.0 ft+ 16.2 ft= 36.6 ft <br /> k.Total mound length is the sum of upslope width(G2d)plus rock layer length(D3)plus upslope width(G2d) <br /> 10.4 fl + 63.0 ft+ 10.4 ft= 83.8 ft <br /> Final Dimensions (slope>1%) 36.6 ft x 83.8 ft <br /> I hereby certify that all work has been completed in accordance with all applicable ordinances,rules&laws. <br /> " (signature) 810 (license#) 12/19l2006 (date) <br /> � <br /> Page 2 of 5 � �`� � . ... ,�: `_ �� <br />` �'` ; - � �„� ``�•�.�' <br />
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