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2009-00576 - septic
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3405 High Lane - 05-117-23-11-0019
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2009-00576 - septic
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Last modified
8/22/2023 5:15:50 PM
Creation date
1/26/2017 1:43:58 PM
Metadata
Fields
Template:
x Address Old
House Number
3405
Street Name
High
Street Type
Lane
Address
3405 High La
Document Type
Septic
PIN
0511723110019
Supplemental fields
ProcessedPID
Updated
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F. ABSORPTION WIDTH Absorption ratio: 2 <br /> � 1. � Absorption width equals abso�ption ratio bmes rock layer width Site B <br /> , 2,00 x 10.0 ft = 20.0 ft <br /> G. MOUNO SLOPE WIDTH 8 IENGTH(Greater than 19G) <br /> 1. Downslope absorption width=absorption width minus rodc layer width <br /> 20.0 feet - 10.0 feet= 10.0 ft <br /> 2. Cakx�late mound size � � <br /> UPSLOPE ' � <br /> a.Depth of dean sand at upslope edge of rodc layer=3 feet minus distance to restricting tayer(C1) <br /> 3.0 ft - 2.0 ft= 1.0 ft <br /> b.Mound height at the upsbpe adge of rock layer=depth of dean sand for separation(G2a) <br /> at upsbpe edge plus depth of rock layer(1 foot)to depth of cover(1 foot} <br /> 1 ft+1ft+1 ft= 3.0 ft <br /> c.Upsbpe berm muftiptier baged on land sbpe(see figure D-34) <br /> Se(ected berm mul6piier. 3.45 <br /> d.Upsbpe width=berm muttiplier(G2c)times upslope mound height(G2b): <br /> 3.45 x 3.0 ft = 10.0 ft <br /> DOWNSLOPE <br /> e.Drop in elevalion=rock layer width(D2)times percent landslope(C5)/100 <br /> 10.0 ft x 4.0 % l100= 0.4 ft <br /> f.Downsbpe mound height=depth of clean sand for sbpe difference(G2e) <br /> at dovmsbpe rock edge plus the mound height at the upsiope edge of rock layer(2b) <br /> 0.4 ft + 3.0 ft= 3.4 ft <br /> g.Drnwnslope berm multiptier based on pe�cent land sbpe(see Figure D-34 <br /> Selected berm mu�iplier. 4.76 <br /> h.Downsbpe width=downsbpe mulUptier(G2g)times downslope mound height(G2� <br /> 4.76 x 3.4 = 17.0 ft <br /> i.Select greater of G1 and G2h as the downslope width 17.0 ft <br /> j.Total mound widUt is the sum of upslope(G2d)width pkis rodc layer width(D2)plus downslope width(G2i) <br /> 10.0 ft+ 10.0 ft+ 17.0 ft= 37.0 ft <br /> k.Total mound length is the sum of upslope width(G2d)plus rock layer length(D3)plus upsbpe width(G2d) <br /> 10.0 ft + 63.0 ft+ 10.0 ft= 83.0 ft <br /> Final pimensions slope>1% 37.0 ft x 83.0 ft <br /> I hereby oerGfy 1ltat all work has been oompleted in accordance with all applicable ordinances,rules&taws. <br /> (signaturej 810(Iicense#) 10/2:312007 (date) <br /> Page 2 of 5 <br />
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