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Woodhill Avenue
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1245 Woodhill Avenue - 02-117-23-24-0012
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Last modified
8/22/2023 4:07:47 PM
Creation date
2/25/2020 8:07:29 AM
Metadata
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Template:
x Address Old
House Number
1245
Street Name
Woodhill
Street Type
Avenue
Address
1245 Woodhill Ave
Document Type
Septic
PIN
0211723240012
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G. MOUND SLOPE WIDTH & LENGTH Landslope > 1% slope <br /> (landslop.e greater than 1%) •I <br /> rr m '.r,a'ri' .k.1,...ii":-^ t 714 off^:V� t� r;�r <br /> 1. Downslope absorption width= absorption width (F) • ,',$5�h 1'�;��� ea: �;j a. <br /> minus rock layer width (D2) ._ .,'•" i^=z - ` ,;r„ 6"Topsoil <br /> a(a . 9 ft- 1 0 ft= ) / ft Separation I.0 Rle , .+. <br /> �e W{d 11 RNtr4AY.s taro II.^_ <br /> U 't 1 in(Wd) Rock LSj NC)d th(D2) Downstoridt(C3U <br /> 2. Calculate mound size S <br /> UPSLOPE . • <br /> a. Depth of clean sand fill at upslope edge of ^, ,v„br,„-be„d(r, <br /> t <br /> rock layer = 3 ft minus the distance to restricting layer (Cl) 3 y <br /> aft - ) . o ft= a •D ft <br /> b. Mound height at the upslope edge of rock D•34: SLOPE MULTIPLIER TABLE <br /> layer = depth of clean sand for separation (G2a) . Land UPSLOPE DOWNSLOPE <br /> Slo e, multipllen for various multi liera for various <br /> at upslope edge plus depth of rock layer (1 ft) slope ratios aPope ratio. <br /> plus depth of cover (1 ft) 311 4a 51 61 71 • 81 31 4i1 51 61 71 <br /> a.0 ft + 1ft+ 1ft = (-1 .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 /> 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 /> a,P1 4 (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 /> 1. Upslope width = berm multiplier (G2c) times 3 275 3.57 4.35 5.08 5.79 6.45 3.30 4.54 5.88 7.32 8.86 <br /> 1 p S10 e mound hei ht (G2b): 4 2.68 3.45 4.17 4.84 5.46 6.06 3.41 4.76 6.25 7.89 9.T1 <br /> p $ S 2.61 3.33 4.00 4.62 5.19 5.71 3.53 5.00 6.67 8.57 10.77 <br /> . Ll X 4.0 ft = i l 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 /> )01ATNSLOPE 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' 3.57 4.05 4.49 4.88 3.95 5.88 8.33 11.54 15.91 <br /> )ercent landslope (C5) + 100 9 2.36 94 3.45 3.90 4.30 4.65 OP a) 9.09 13.04 18.92 <br /> 1(-) ft x 9 % + 100 = • , `7 ft 10 2.31 2.86 3.33 3.75 4.12 4.44 4.29 6.67 10.00 15.00 23.33 <br /> . 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 30.43 <br /> .and 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 /> ock edge plus the mound height at the <br /> 1pslope edge of rock layer (G2b) <br /> LI.0 ft + , g ft= Li et, ft • . <br /> ;. Downslope berm multiplier based on percent land slop • - ( - <br /> illLI <br /> 1 (see figure D-34) y <br /> .. Downslope width = downslope multiplier U >. <br /> p.lop. yldth(G fd) <br /> 22g) times downslope mound height(G2f) yt, <br /> 1-1, 11 X 4 ic7 ft= -v,_0 ft 5'v-a.S i Upsyrrdth(C2d). Rock bed <br /> the) >O + UP lgpe fF idtt,(G2d) <br /> Select the greater of G1 and G2h as the • t _ g / <br /> ownslop e width: as - ft „ ` a dbownslope Width(G2i) as ft • <br /> Total mound width is the sum of upslope I • <br /> Absorption Width(P) )� .• / <br /> ridth (G2d) width plus rock layer width <br /> D2) plus downslope width (G2i) Total Length(C2k) 11 -2- ft <br /> / 1 ft + /o ft+ as ft= '9(a ft <br /> . Total mound length is the sum of upslope width (G2d) <br /> lus rock layer length (D3) plus upslope width (G2d) <br /> / ) ft + h Z ft +, t J ft = 5s.4 feet <br /> a A. t,Z t a s / / Z Final Dimensions: <br /> • i+c, • x 4 'Au- , <br /> hereby certify that I have completed this work in accordance with applicable ordinances, rules and laws. <br /> _1t.i- -(74, �j .(sigl•tature) ^39 y • (license#) `i-/c,-0 3 (date) <br />
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