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2006-P10580 - septic
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2280 French Creek Circle - 10-117-23-23-0003
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2006-P10580 - septic
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Last modified
8/22/2023 3:21:08 PM
Creation date
11/30/2016 2:19:36 PM
Metadata
Fields
Template:
x Address Old
House Number
2280
Street Name
French Creek
Street Type
Circle
Address
2280 French Creek Circle
Document Type
Septic
PIN
1011723230003
Supplemental fields
ProcessedPID
Updated
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F. ABSORP710N WIDTH Absorption ratio: 2 <br /> 1. Absorption width equals absorption ratio 6mes rock layer width Future Site <br /> 2,00 x 10.0 ft = 20.0 ft <br /> G. MOUND SLOPE WIDTH�LENGTH(Greater than 1�0) <br /> 1. Downsiope absorption width=absoipGon width minus rodc laye�width <br /> 20.0 feet - 10.0 feet= 10.0 ft <br /> 2. Calailate mound size � � <br /> UPSLOPE <br /> a.Depth of dean sand at upslope edge of rock layer=3 feet minus dstance to resUicting layer(C1) <br /> 3.0 ft - 2.3 ft= 1.0 ft <br /> b.Mound height at the upslope edge of rock 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+1 ft= 3.0 ft <br /> c.Upslope berm multiplier based on land slope(see figure Q34) <br /> Selected berm multiplier. 3.57 <br /> d.Upslope width=berm multiplier(G2c)times upslope mound height(G2b): <br /> 3.57 x 3.0 ft = 10.0 ft <br /> DOWNSLOPE <br /> e.Drop in elevation=rock layer width(D2)times percent landslope(C5)/100 <br /> 10.0 ft x 3.0 % I 100= 0.3 ft <br /> f.Downslope mound height=depth of dean sand for slope difference(G2e) <br /> at downslope rock edge plus the mound height at the upslope edge of rock layer(2b) <br /> 0.3 ft + 3.0 ft= 3.3 ft <br /> g.Downslope berm multiplier based on percent land slope(see Figure 0-34 <br /> Selected berm multiplier: 4.54 <br /> h.Downslope width=downslope multiplief(G2g)times downslope mound height(G2� <br /> 4.54 x 3.3 = 15.0 ft <br /> i.Select greater of G1 and G2h as the downslope width 15.0 ft <br /> j.Total mound width is ihe sum of upslope(G2d)width plus rock layer width(D2)plus downslope width(G2i) <br /> 10.0 ft+ 10.0 ft+ 15.0 ft= 35.0 ft <br /> k.Total mound length is the sum of upslope width(G2d)plus rock layer length(D3)plus upslope width(G2d) <br /> 10.0 ft + 75.0 ft+ 10.0 ft= 95.0 ft <br /> Finai Dimensions (slope>1%) 35.0 ft x 95.0 ft <br /> I hereb ce�ify that all wwk has been completed in accordance with all applicable ordinances,rules&laws. <br /> (signatu�e) 810 (license�) -�/ G�(date) <br /> Page 2 of 5 <br />
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