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2008-00024 - septic
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3240 Graham Hill Road - 05-117-23-11-0010
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2008-00024 - septic
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Last modified
8/22/2023 5:15:27 PM
Creation date
1/12/2017 12:24:06 PM
Metadata
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Template:
x Address Old
House Number
3240
Street Name
Graham Hill
Street Type
Road
Address
3240 Graham Hill Rd
Document Type
Septic
PIN
0511723110010
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F. ABSORPTION WIDTH Absorption ratio: 2 <br /> 1. Absorption width equ�s absorption rabo times rock layer width Future Site <br /> 2.00 x 10.0 ft = 20.0 ft <br /> G. MOUND SLOPE WIDTH 8 LENGTH(Greater than 1%) <br /> 1. Oownsiope absorption width=abso►ption width minus rodc layer width <br /> 20.0 feet - 10.0 feet= 10.0 ft <br /> 2. Catculate rrround size <br /> UPSLOPE <br /> a.Depth of dean sand at upslope edge of rodc layer=3 feet minus dist�ce to resUicting layer(C1) <br /> 3.0 ft - 2.1 ft= 1.0 ft <br /> b.Mound height at the upslope edge of rodc layer=depth of dean sand for separation(G2a) <br /> at upslope edge plus depth of rodc layer{1 foot)to depth of cover(1 foot) <br /> 1 ft+1ft�1ft= 3A ft <br /> c.Upslope bemi mulfiplier based on land slope(see 6gure D-34) <br /> Selected beRn multiplier: 3.57 <br /> d.Upslope width=berm multiplier(G2c)times upslope mound he.ight(G2b): <br /> 3.57 x 3.0 ft = 11.0 ft <br /> DOWNSLOPE <br /> e.Drop in elevation=rock layer width(D2)times percerrt landslope(C5)/100 <br /> 10.0 ft x 3.0 % /100= 0.3 ft <br /> f.Downslope mound height=depth of dean sand for slope difference(G2e) <br /> at downslope rodc edge plus the mound height at the upslope edge ofi rodc layer(2b) <br /> 0.3 ft + 3.0 ft= 3.3 ft <br /> g.Downslope berm multiplier based on percent land slope(see Figwe D-34) <br /> Seleded berm mutGplier: � 4.54 <br /> h.Downslope width=downslope multiplier(G2g)tirr�es downslope mound height(G2� <br /> 4.54 x 3.3 = 15.0 ft <br /> i.Seled greater of G1 and G2h as the downslope width 15.0 ft <br /> j.Total mound width is the sum of upslope(G2d)wicfth plus rodc layer width(D2)plus da�mslope width(G2i) <br /> 11.0 ft+ 10.0 ft+ 15.0 ft= 36.0 ft <br /> k.Total mound length is the sum of upslope width(G2d)plus rodc layer length(D3)plus upslope width(G2d) <br /> 11.0 ft + 75.0 ft+ 11.0 ft= 97.0 ft <br /> Final Dimensions (slope>1°k) 36.0 ft x 97.0 ft <br /> I hereby ' that all wwk has been completed in accordance with all applicable ordinances,rules&laws. <br /> (signature) 810 (license#) 2111/'1008(date) <br /> Page 2 of 5 <br />
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