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2005 - P09111 - new septic
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1101 Willowbrook Dr - 26-118-23-41-0003
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2005 - P09111 - new septic
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Entry Properties
Last modified
8/22/2023 4:18:29 PM
Creation date
2/19/2020 10:06:17 AM
Metadata
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Template:
x Address Old
House Number
1101
Street Name
Willowbrook
Street Type
Drive
Address
1101 Willowbrook Drive
Document Type
Septic
PIN
2611823410003
Supplemental fields
ProcessedPID
Updated
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' .MOUND SLOPE WIDTH &LENGTH Landslope> 1% slope <br /> (landslope greater than 1%) ,�, <br /> Downslope absorption width = absorption width (F) 4,r''.y `; " y , ;, <br /> w <br /> nus rock layer width (/D�2 ,_ ,,,-`,1,,,4.7 - ,�' 6 Topsoil <br /> lL ) -�� ,,;;e� ,(n '�','lfr�'al✓i:nr n”1 Gena Sand h Opt Ch., •,f'�'��{ln h••?. <br /> to. ft- /c1 ft= 1 ? ft ......L., � r, ,,., _,-•- <br /> �r <br /> 1111 <br /> UpsbptW1dt 1(C1d) Rock:dth'D2) DewnsIo11)ftdt(C2I) ill <br /> Calculate mound size ' <br /> 'SLOPE ' <br /> Depth of clean sand fill at upslope edge of Absorptl widSand(F) <br /> :k layer = 3 ft minus the distance to restricting layer (Cl) �� ttth <br /> t- "2:4- ft= J-o ft <br /> Mound height at the upslope edge of rock D-34: SLOPE MULTIPLIER TABLE <br /> ser = depth of clean sand for separation (G2a) Land UPSLOPE DOWNSLOPE <br /> Slo e, multiplier.for various multiplien for various <br /> .ipslope edge plus depth of rock layer(1 ft) is i. .lova ratio. slope ratios <br /> is depth of cover (1 ft) 3:1 41 51 6:1 7:1 • 8:1 3:1 4:1 5:1 6:1 7:1 <br /> 1. O ft + lft + 1ft = 3-a 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 /> 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 /> D,ctSlo (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 /> 3 2.75 3.57 4.35 5.08 5.79 6.45 3.30 4.54 5.88 7.32 8.86 <br /> Upslope width = berm multiplier (G2c) times <br /> 4 2.68 3.45 4.17 4.84 5.46 6.06 3.41 4.76 6.25 7.89 9.7't <br /> ;lope mound height (G2b): 5 2.61 3.33 4.00 4.62 5.19 5.71 3.53 5.00 6.67 8.57 10.77 <br /> •V(a X Z •0 ft = 9 ft 6 2.54 3.23 3.85 4.41 4.93 5.41 3.66 5.26 7.14 9.38 12.07 <br /> )WNSLOPE 7 2.48 3.12 3.70 4.23 4.70 5.13 3.80 5.56 7.69 10.34 13.73 <br /> Drop in elevation = rock layer width (D2)•times 8 2.42 3.03 ,357 4.05 4.19 4.88 3.95 5.88 8.33 11.54 15.91 <br /> 'cent landslope (C5) + 100 9 2.36 2.94 3.45 3.90 4.30 4.65 4.11 6.25 9.09 13.04 18.92 <br /> 10 ft x / C % + 100 = '110 ft 10 2.31 433. 3.33 3.75 4.12 4.44 4.29 10.00 15.00 23.33 <br /> >ownslope 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 30.43 <br /> .d for slope difference (G2e) 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 /> k edge plus the mound height at the <br /> ;lope edge of rock layer (G2b) • <br /> !•O ft + I/O ft= 4, D ft <br /> Downslope berm multiplier based on percent land slop <br /> (o.(o r7 (see figure D-34) ? 3 <br /> • <br /> Downslope width = downslope multiplier Up.lop.Width(Gfd) <br /> ca g) times downslope mound height(G2f) y� <br /> ( / X 1 t ft = l ftUpsl • Rock Bed iv U gPlo Pa (G2d) <br /> ope Wldth(G2d) Width <br /> elect the greater of Gi and G2h as the 7. ®f Length(D3) `{ <br /> vnslope width: a 7 ft1-15 n ' rpownelope WIdth(G21).:22 _ft <br /> 'otal mound width is the sum of upslope i Absorption Wtdeh(F) I 7 <br /> ith (G2d) width plus rock layer width .. _ - f <br /> ,) plus downslope width (G2i) Total Length(G2k) ft <br /> 9 ft + /0 ft + a7 ft= 4-la ft <br /> Total mound length is the sum of upslope width (G2d) <br /> s rock layer length (D3) plus upslope width (G2d) <br /> I_ ft + 5 S ft + ft = 'i.3 feet <br /> --, + s s -E- a io o) • Final Dimensions: <br /> >reby certify tthat_atI have completed this work in accordance with applicable ordinances, rules and laws. <br /> � Cr ' ( � (signature) w"1 (license#) I L -- D2 -d Z- (date) <br />
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