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1997 Septic System Approval
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055 Wear Lane North - 33-118-23-34-0006
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1997 Septic System Approval
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Last modified
8/22/2023 4:50:28 PM
Creation date
1/21/2020 12:14:37 PM
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Template:
x Address Old
House Number
55
Street Name
Wear
Street Type
Lane
Street Direction
North
Address
55 Wear Lane North
Document Type
Septic
PIN
3311823340006
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G. DOWNSLOPE !�WIDTH • <br /> 1. If landslope iso d more,subtract rock layer width from <br /> adsorption width to obtain minimum downslope dike toe <br /> �c ) ft- Jo ft = 1 feet <br /> 2. Calculate Minimum-mound size based on geometery: <br /> a. Determine depth of clean sand fill at upslope edge of rock <br /> layer: Separation 1.a, feet <br /> b. Multiply rock layer width by landslope , I rent cover <br /> to determine drop in elevation; t toot•Ro .ed <br /> Slope Difference sspsrstioo .L feet <br /> /C� X `f %1100 = , feet Slope Difference _� et <br /> Upslope WIMP <br /> C. Add depth of clean sand for separation (2a) �L-feet <br /> P P Rock sed Width <br /> at upslope edge,depth of rock layer(1 foot) to depth of to rest Downslope Width <br /> cover(1 foot) to find the mound height at the upslope edge -1-2_feet <br /> of rock layer; <br /> 1... . ft+ lft+ lft= 3. . feet <br /> d. Enter table with landslope and upslope dike ratio. <br /> Select dike multiplier of 3.4 S . <br /> e. Multiply dike multiplier by upslope mound height <br /> to find upslope dike width: 2,4S x 3.-), = t) feet <br /> f. Add depth of clean sand for slope difference (2b) at <br /> downslope edge, to the mound height at the upslope edge <br /> of rock layer (2c) to find the downslope height; <br /> 3,1_ ft+ . 9 ft= 3,to feet <br /> g. Enter table with landslope and downslope dike ratio. <br /> Select dike multiplier of 4.ri c. . <br /> h. Multiply dike multiplier by downslope mound height <br /> to get downslope dike width: 14.i x 3,L = ► feet <br /> i. Compare the values of step G.1 and Step G.2h Select the <br /> greater of the two values as the downslope dike width; - L3 <br /> 7> <br /> feet <br /> •::.st: <br /> D D <br /> .vh•. <br /> .•,is ii:5i:}:%:}�'3#:�<Siii::SiiSiin:�'+.;:'r:7.: is<yi%%$i`:�i:�''%: <br /> Q 'rf'v�r :r:YYi'•4}:'::'<j:i.:.::i• Yi:;:yii4Yiv.:: <br /> _LL rest .;4f,:;i<;xt::a::.:: ::.,s4..t.•.:.iY:•::4:::::YYYS:: ;};>:::;:oY;: <br /> '. Total mound width is the sum o :.:..:�::`. ..................... <br /> upslope dike (G.2e) width plus rock <br /> ,......„4„:..,.. . <br /> .; f,;{w, . Y <br /> sp•:o�e.o•`Width <br /> iS .• <br /> •: . : <br /> •Y.i. <br /> < y: >�>;;:;: <br /> : <br /> •: . . . toc rest ' ' <br /> layer width (D.2)plus o uJ� -wfeleuttn ; ; uo�o•wfes <br /> tt <br /> n <br /> downslopedike width(G.2i); - 4#3% yati iiO � I�;, :OY YY:id y: :< <br /> Y :Y4f : ; ': <br /> 11 ft+ Joft+ 17ft - feet o 5ii : a . o:::.YY4 . :.::}} : .;:iiii::ii : : % : <br /> k Total moundlengthis thes0 ...... .. } :.; ` wn• o . 0 i"zt? > <br /> rest <br /> upslope ;,k....;,,..:::•.::4.• 44.,..:}4:::.•::x:.,..:<r..::...:;:iis':>:.::•::::v.::..::,:::.::<isi:: :::s:4:.;::ir:>:<i:::; <br /> •:`•:C.a:}}:<;4::•Y:.}R{4'�tr't:. ::.:4x<:::Y:;d:•>YYY:4::•5::4 Y::.>}::iY:z Y•::4:,:.YY:Y:}o}.;..ii:Y: <br /> dike width G.2e plus rock layer ...i:.:,:..::,�::::.:.�:::.:,.;':.}'.Y::...:.::::::..:::... <br /> •::.4:r::::Y•::::i:::x<:. ..;>..:.::ii ii:.::•:::::.Y::i,..:::'::iR;:i::is::iS::i::i:::i:.;;:5::::,;:Y: <br /> ligeggEraiilength (D.3)plus upslope dike width (G.2e); «.:4i::!•i:•Y:•:Y}:.};::.<;}: ::.� :.>. .:.:;:.}::.::.:.: . >:i: .;.<:. <br /> V .:4:•}:?•:•i:••Y:•}}i:•i:•ri•}:::•/:>::::}•::}:i:i:{:S:r}}:1YiiYi:v%•i::Sriii:4}::iYiii:::��:$' <br /> :ti>.:h:�i.y{:. <br /> ...Y.}:4:•:•Y:4:4:4i:L:4:}}'•:/x::•:::::::::;.}•::.i'.i'�:.i}i}i::::.;:.:'4fLniii}iii:C::4i: <br /> feet ............... ...... <br /> + ft <<: <br /> ft+ ft t (0 3 _ <br /> / + 1 'r" I / / J _ ;- <br /> Total Length <br /> Downslope Upslope <br /> 3:1 4:1 5:1 6:1 7:1 3:1 4:1 5:1 6:1 7:1 8:1 <br /> %dope <br /> 0 3.0 4.0 5.0 6.0 7.0 3.0 4.0 5.0 6.0 7.0 8D <br /> 1 3.09 4.17 5.26 6.38 7.53 2.91 3.85 4.76 5.66 6.54 7.41 <br /> 2 3.19 4.35 5.56 6.82 8.14 2.83 3.70 454 5.36 6.14 6.90 <br /> 3 528 732 8.86 275 357 43$ 5.08 5.79 6.15 <br /> 3,41 l7C b J 7.89 9.72 168 G&4S.) 4.17 4.84 5.46 6.06 <br /> 5 353 5.00 1.57 1027 2.61 3.33 4.00 4.62 5.19 571 <br /> 6 3.66 5.26 7.14 9.38 12.07 254 321 3.85 4.41 4.93 5.41 <br /> 7 3.30 5.56 7.69 10.34 1323 2.48 3.12 3.70 4.23 4.70 5.13 <br /> 8 3.95 5.813 8.33 1154 15.91 2.42 3.03 357 4.05 4.49 428 <br /> 9 4.11 6.25 9.09 13.04 18.92 236 2.94 3.45 3.90 4.30 4.65 <br /> 10 419 667 10.0 15.00 23.33 2.31 2.86 333 3.75 4.12 4.44 <br /> 11 4.48 7.14 11.11 17.65 30.43 226 2.78 313 3.61 3.95 4.26 <br /> 12 4.69 7.69 1250 21.43 4375 221 2.70 3.12 3.49 310 4.08 <br />
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