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2010 - 00875 - septic
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1175 Willowbrook Drive - 26-118-23-41-0004
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2010 - 00875 - septic
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Last modified
8/22/2023 4:18:31 PM
Creation date
2/19/2020 11:12:05 AM
Metadata
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Template:
x Address Old
House Number
1175
Street Name
Willowbrook
Street Type
Drive
Address
1175 Willowbrook Drive
Document Type
Septic
PIN
2611823410004
Supplemental fields
ProcessedPID
Updated
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1 <br /> C. MOUND SLOPE WIDTH & LENGTH Landslope > 1% slope <br /> (landslope greater than 1%) 1 <br /> 1. Downslope absorption width = absorption width (F) ,�irti -°•;°Vta over q''P„� <br /> t % i 4b "8e' (i <br /> minus rock layer width (D2) ,3 , ; r clean Sand6 , ;, „ 6 TopsoU <br /> a',la,r? ft- 10 ft = 1'7 ft __ <br /> Upslope dth1G2d) Rock dth(D2) Do�'nalo Widlh(G2) <br /> 2. Calculate mound size tl ;�`) tt <br /> UPSLOPE MEM <br /> a. Depth of clean sand fill at upslope edge of <br /> Absorption Width-Sand(f-) <br /> rock layer = 3 ft minus the distance to restricting lay r (C1) +.4.-A .,r;, <br /> 3 ft- 2,'--t- ft = 1,0 ft <br /> b. Mound height at the upslope edge of rock 434: SLOPE MULTIPLIER TABLE <br /> layer = depth of clean sand for separation (G2a) Latnd UPSLOPE DOWNSLOPEp <br /> at upslope edge plus depth of rock layer (1 ft) Pr' multisloierpe atiosfor arious uiu'tsloperatiosarious <br /> plus depth of cover (1 ft) I 3:1 4:1 5:1 6:1 7:1 8:1 3:1 4:1 5:1 6:1 7:1 <br /> J, 0 ft + 1ft + lft = 3,0 ft 0 3.0 4.0 5.0 6.0 7.0 8.0 3.0 4.0 5.0 6.0 7.0 <br /> c. Upslope berm multiplier based on land slope 1 2.91 3.85 4.76 5.66 6.54 7.41 3.09 4.17 5.26 6.38 7.53 <br /> 3.12- (see figure D-34) 2 2.83 3.70 4.54 5.36 6.14 6.90 3.19 4.35 5.56 6.82 8.14 <br /> 2.75 3.57 4.35 5.08 5.79 6.45 3.30 4.54 5.88 7.32 8.86 <br /> d. Upslope width = berm multiplier (G2c) times 3 <br /> 4 2.68 3.45 4.17 4.84 5.46 6.06 3.41 4.76 6.25 7.89 9.72 <br /> upslope mound height (G2b): <br /> .n. x t l� ft = ft 5 2.61 3.33 4.00 4.62 5.19 5.71 3.53 5.00 6.67 8.57 10.77 <br /> DOWNSLOPE 6 2.54 3.23 3.85 4.41 4.93 5.41 3.66 5.26 7.14 9.38 12.07 <br /> 7 2.48 (3.72 3.70 4.23 4.70 5.13 3.80 0.5.56' 7.69 10.34 13.73 <br /> e. Drop in elevation = rock layer width (D2) times 8 2.42 3.03 3.57 4.05 4.49 4.88 3.95 5.88 8.33 11.54 15.91 <br /> percent landslope�l (C5) = 00 1 9 2.36 2.94 3.45 3.90 4.30 4.65 4.11 6.25 9.09 13.04 18.92 <br /> /0 ft x / // c% = 100 t 1 t 10 2.31 2.86 3.33 3.75 4.12 4.44 4.29 6.67 10.00 15.00 23.33 <br /> f. Downslope mound height = depth of clean 11 2.26 2.78 3.23 3.61 3.95 4.26 4.48 7.14 11.11 17.65 30.4' <br /> sand for slope difference IG2e) at downslope 12 2.21 2.70 3.12 3.49 3.80 4.08 4.69 7.69 12.50 21.43 43.75 <br /> rock edge plus the mouno height at the I <br /> upslope edge of rock laye (G2b) <br /> ,.ka ft + .2 ft= 0.0 ft <br /> g. Downslope berm mult plier based on percent land slop <br /> S..<t,- (see figu • D-34) 9 t^ -1 - 0 3'- <br /> h. Downslope width = downslope multiplier Upslopg Width(G2d)) <br /> (G2g) times downslope mound height (G2f) Lto !! <br /> i�,,�f x . ,2 ft = <br /> 4. ft <br /> 'o Upslo a Width(G2d) Width(D2) /�f <br /> Upslope Width(G2d) <br /> i. Select the greater of G1 :nd G2h as the _I t a LengUt(D3) 55 <br /> downslope width: I ft ti Downslope Width(G2i) t ft <br /> ') <br /> j. Total mound width is t e sum of upslope Absorption Width(F) t-______.- <br /> width (G2d) width plus rock layer widtha� - _.1 <br /> (D2) plus downslope widt (G2i) Total Length(G2k) ` ft <br /> `)/ ft + /O ft + '' I ft = L-I.Q ft <br /> k. Total mound length is tl e sum of upslope width (G2d) <br /> plus rock layer length (D3 plus upslope width (G2d) <br /> (1 ft + ft + ft = ')3 feet <br /> Final Dimensions: <br /> 110 X cd 5 '4)) .. <br /> I hereby certify that I have completed this work in accordance I ith applicable ordinances, rules and laws. <br /> 6/& f`... -- (signature) 3 y' (license#) 9 •-P.4'r?o1c) (date) <br />
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