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septic design-2005
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125 Kintyre Lane - 32-118-23-43-0017
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septic design-2005
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Last modified
8/22/2023 4:41:55 PM
Creation date
4/11/2017 2:27:01 PM
Metadata
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Template:
x Address Old
House Number
125
Street Name
Kintyre
Street Type
Lane
Address
125 Kintyre Lane
Document Type
Septic
PIN
3211823430017
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F. ABSORPTION WIDTH Absorption rado: 2 <br />' 1. Absorpbon width equals absaption raUo times rodc layer width Site B <br /> 2.00 x 10.0 ft = 20.0 ft <br /> G. MOUN�SLOPE YYIDTH d�LENGTH(Groa�e�tl�an 196) <br /> 1. Downslope absorption width=absorption width minus rodc layer width <br /> 20.0 feet - 10.0 feet= 10.0 ft <br /> 2. Cak;ulate mourtd si�e <br /> UPSLOPE <br /> a.De�h a(c�an sand at upslope e�je of rodc layer=3 feet minus dist�ce to resUicting laye�(C1) <br /> 3.0 ft - 1.6 ft= 1.4 ft <br /> b.Mound heiyht at the upslope edge of rodc layer=depth�dean sand for s�aration(G2a) <br /> at upslape edge plus depth of rock layer(1 fo�)to d�th of cover(1 foot) <br /> 1.4 ft+1ft+1 ft= 3.4 ft <br /> c.Upsiape berm mu�iplier based on land slope(see figure D-34) <br /> Seleded berm multiplier: 2•94 <br /> d.Upslope width=berm multiplier(G2c)times upslope mound heiyht(G2b): <br /> 2.94 x 3.4 ft = 10.0 ft <br /> DOWNSLOPE <br /> e.Orop in elevatiai=radc layer width(D2)times pencent landslope(C5)/100 <br /> 10.0 ft x 9.0 % /100= 0.9 ft <br /> f.Dormslope mound t►eight=de�h�dean sand for slope differenoe(G2e) <br /> at downsbpe radc edge plus the mound height at the upslope e�je of rodc layer(2b) <br /> 0.9 ft + 3.4 ft= 4.3 ft <br /> g.Downslo�e berm mut�pl'�based on percent land slope(sse F'�gure D-34 <br /> Sel�ted berm mul6plier. 4.11 <br /> h.DoMmsbpe width=downslope multiplier(G2g)times doNmslope mound heighaG2f) <br /> 4.11 x 4.3 = 17.7 ft <br /> i.Select greater of G1 and G2h as the dovmslope width 18.0 ft <br /> j.Total mound width is the sum of upslope(G2d)width plus rodc layer width(D2)plus downslope width(G2i) <br /> 10.0 ft+ 10.0 ft+ 18.0 ft= 38.0 ft <br /> k.Tot�rr�nd length is the sum of upslope width(G2d)plus rock layer length(D3)plus upslope width(G2d) <br /> 10.0 ft + 63.0 ft+ 10.0 ft= 83.0 ft <br /> Fin�Dimensions slope>196 38.0 ft x 83.0 ft <br /> I hereb oeRify that all work has been canpleted in aocadance with all applicable ordinanoes,rules&laws. <br /> (signature) 810(license#) 111312005(date) <br /> Page 2 of 5 <br />
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