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2011-00348 - new septic
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155 Kintyre Lane - 32-118-23-43-0016
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2011-00348 - new septic
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Last modified
8/22/2023 4:41:51 PM
Creation date
4/12/2017 11:19:34 AM
Metadata
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Template:
x Address Old
House Number
155
Street Name
Kintyre
Street Type
Lane
Address
155 Kintyre Lane
Document Type
Septic
PIN
3211823430016
Supplemental fields
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F. ABSORPTION WIDTH Absorption ratlo: 2 <br /> ' 1. Absaption 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(Groster than 1X) <br /> 1. Downslope absorpbon width=absorption width minus rodc layer width <br /> 20.0 fe� - 10.0 fcet= 10.0 ft <br /> 2. Ca�u�ate mound size <br /> UPSLOPE <br /> a.De�h of dean sand at upslope edge of rodc layer=3 feet minus distance to restriaing layer(C1) <br /> 3.0 ft - 1.8 ft= 1.2 ft <br /> b.Mound height at the upsiope edge of rodc layer=depth of dean sand for separaation(G2a) <br /> �upslope edge plus depth aF rodc lay�(1 foot)to de�h�oover(1 foot) <br /> 1.2 ft+1ft+1 ft= 32 ft <br /> c.Upslope berm mulqplier based on land slope(ses figure D-34) <br /> Selected bertn multiplier: 3J0 <br /> d.Upslope width=berm multiplier(G2cJ times upslope mound height(G2b): <br /> 3.70 x 3.2 ft = 11.0 ft <br /> DOWNSLOPE <br /> e.Drop in elevation=rock layer width(D2)times peroent landslope(C5)!100 <br /> 10.0 ft x 2.0 % 1100= 0.2 ft <br /> f.Downslope mound height=de�h of c�ean s�d for slope difference(G2e) <br /> at downslope rodc edge plus the mound heigM at the uPsbpe edge of rock IaYer(2b) <br /> 0.2 ft + 3.2 ft= 3.4 ft <br /> g.DoNmsiope berm multiplier based on pe,ncent land slope(see Figwe D-34 <br /> Selected berm mulliplier. 4.35 <br /> h.DoNmslope width=downslope mul6plier(G2g)times do�mslope maind height(G2� <br /> 4.35 x 3.4 = 14.8 ft <br /> i.Select greater of G1 and G2h as tt�e downslope width 15.0 ft <br /> j.Total mound width is the sum of upslope(G2d)width plus roc�c layer width(D2)plus downslope width(G2i) <br /> 11.0 ft+ 10.0 ft+ 15.0 ft= 36.0 ft <br /> k.Totad mound le,ngth is the sum of upslope width(G2d)plus rock layer length(D3)plus upslope width(�2d) <br /> 11.0 ft + 63.0 ft+ 11.0 ft= 85.0 ft <br /> Fin�Dimensions (slope>1% 36.0 ft x 85.0 ft <br /> I hereby oatify that all waic has been oompleted in aocor�dance with ail applic�ble ordinanoes,rules&laws. <br /> � (signature) 810(license#) 11/3/'LQ05(date) <br /> Page 2 of 5 ' <br />
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