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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 Abaorption ratio: 2 <br /> � 1. Absorption width equals absorption ratio tirnes rodc layer wiCth Site B <br /> 2.00 x 10.0 ft = 20.0 ft <br /> G. MOUND SLOPE WIDTH 6 LENGTH(Gre�er tl�an 1X) <br /> 1. Downslope absorpGon width=absorption width minus rodc layer width <br /> ZA.O feet - 10.0 feet= 10.0 ft <br /> 2. Calculate mound size <br /> UPSLOPE <br /> a.Depfh aF c�ean sand at ups�ope edge d rock layer=3 feet minus distance to restricting layer(C1) <br /> 3.0 ft - 1.8 ft= 1.2 ft <br /> b.Mouad height at the upslope edge of rock layer=depth of dean sand for separa6a�(G2a) <br /> at upslope edge plus depth of rodc layer(1 foot)to depth of cover(1 foot) <br /> 1.2 ft+1ft+1 ft= 3.2 ft <br /> c.Upslope berm multiplier based on land slope(see figure a34) <br /> Selec�ed bertn muHipli�: 3.23 <br /> d.Upslope width=bertn mulbpiier(GZc)drt�es upslope mound height(G2b): <br /> 3.23 x 3.2 ft = 10.0 ft <br /> DOWNSLOPE <br /> e.Drop in eleva6on=rodc layer widtl�(D2)times percent landslope(C5)/100 <br /> 10.0 ft x 6.0 % l100= 0.6 ft <br /> f.Downslope mound height=de�h af dean sand for slope difference(G2e) <br /> at down�ope rodc edge plus the rnound height at the upslope edge of rock layer(2b) <br /> 0.6 ft + 32 ft= 3.8 ft <br /> g.Dawnslope berm multiplier based on percent t�d slope(see Figure D�,34 <br /> Selected bertn muitlpG�: 5.26 <br /> h.Doiimsbpe width=downslope multiplier(G2g)times doHmslope mour�d height(G2� <br /> 5.26 x 3.8 = 20.0 ft <br /> i.Select g�eater of G1�d G2h as the doMmslope width 20.0 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+ 20.0 ft= 40.0 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 + 63.0 ft+ 10.0 ft= 83.0 ft <br /> Final Dim�sions (sbpe>196 40.0 ft x 83.0 ft <br /> I hereby ce.rttify that all work has been completed in aocordance with all applicable adinanoes,rules&laws. <br /> (signature) 810(licen�#) 11/3/2005(date) <br /> Page 2 of 5 <br />
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