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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 AbsorpUon ratlo: 2 <br />' 1. Absorption widlh equals absorption ratio tirnes rock layer width Site A <br /> 2.00 x 10.0 ft = 20.0 ft <br /> �. NIOUND SLOPE WIDTH b LENGTH(Gre�ter than 194) <br /> 1. Damslope absorption width=absorption width minus rock layer width <br /> 20.0 fcet - 10.0 feet= 10.0 ft <br /> 2. Ca�ulate mound size <br /> UPSLOPE <br /> a.Depth d dean sand at upslope edge of rodc layer=3 feet minus distance to r�ng laye�(C1) <br /> 3.0 ft - 1.6 ft= 1.4 ft <br /> b.Mo�x�d heigM at the upslope edge of rodc layer=depth of dean sand for separation(G2a) <br /> at upslope edge plus de�h�rodc layer(1 footy to d�th of cover(t foot) <br /> 1.4 ft+1ft+1 ft= 3.4 ft <br /> c.Upsbpe berm mul6piier based on land slope(see figure D-34) <br /> Selected berm mu�iplier: 3.03 <br /> d.Upslope width=berm multiplier(G2c)times upslope mound height(G2b): <br /> 3.03 x 3.4 ft = 10.0 N <br /> DOWNSLOPE <br /> e.Orop in elevation=rodc layer width(D2)times percent landslope(C5)/100 <br /> 10.0 ft x 8.0 X I 100= 0.8 ft <br /> f.Downslope mound h�ght=depth of dean sand for slope differerroe(G2e) <br /> at downslope rock edge plus the mound height at the upslope edge of rodc layer(2b) <br /> 0.8 ft + 3.4 ft= 4.2 ft <br /> g.Downslope berm multipli�based a�percent land slope(see Figure U-34 <br /> Seleded berm multiplier: 3.95 <br /> h.DoNmslope width=downslope multiplie�(G2g)times downslope mound height(G2� <br /> 3.95 x 4.2 = 16.6 ft <br /> i.Select greater of G 1 and G2h as the downsiope width 17.0 ft <br /> j.T��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+ 17.0 ft= 37.0 ft <br /> k.Total mound lengft�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 Dimensions slope>1% 37.0 ft x 83.0 ft <br /> I he�eby ' that all work has been completed in accordance with all applicable ordin�oes,rules&laws. <br /> - (signature) 810 picense#) 11I312005(Cate) <br /> Page 2 of 5 <br />
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