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4220 Watertown Road - 31-118-23-13-0012
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Septic System Approval
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Last modified
8/22/2023 4:29:17 PM
Creation date
12/3/2019 12:48:31 PM
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Template:
x Address Old
House Number
4220
Street Name
Watertown
Street Type
Road
Address
4220 Watertown Road
Document Type
Septic
PIN
3111823130012
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G. DOWNSLOPE BERM WIDTH Slope:_ Cover r <br /> 1. If landslope is 1% or more, c <br /> subtract rock layer width from adsorption width �� <;Y, Rom i • o I <br /> to obtain minimum downslope berm toe _e Clean Sandi,,;' ' o=,oil <br /> 7 <br /> ;t!:l ft- 10 ft . 1 -2 feet Natural Soil 9plorn - , 6.Topsoil j <br /> 2. Calculate Minimum mound Size <br /> a. Determine depth of clean sand fill at upslopehath Downslope Width <br /> upslope edge of rock layer: Rock width Absorption Width <br /> • <br /> Separation 3' - < .`� ft = !• 'l feet <br /> b. Add depth of clean sand for separation (2a) <br /> at upslope edge, depth of rock layer (1 foot) to depth of cover <br /> (1 foot) to find the mound height at the upslope edge of rock layer; <br /> /. ft + lft + lft = ?•C , feet _ 50,'_ <br /> c. Enter table with landslope and upslope berm ': Uplope Width <br /> ratio. Select berm multiplier of 3..c)y <br /> 'Upslope Width N�o oQp000 <br /> D;,Rorck Bed v�rewvay�oaoab,, U.. <br /> pslo <br /> pe Widthd. Multiply berm multiplier byupslope mound ..:7 ao „ �Sq width g�641)a '=7height to find upslope berm width: H ;0Av5.4o Le"fth aoQ4es <br /> D.° x o = 9 feet <br /> e. Multiply rock layer width by <br /> landslope to determine drop in elevation; ,t2'. Downslope width ay <br /> Absorption width l'J <br /> /0 x "7 %= 100 = , 9 feet <br /> f. Add depth of clean sand for slope <br /> difference (2e)at downslope edge,to Total Length___ __ <br /> the mound height at the upslope edge <br /> of rock layer (2b) to find the downslope height; <br /> .o ft + ft = :'•c't feet <br /> g. Enter table with landslope and downslope berm ratio. Select <br /> berm multiplier of --/--s" . <br /> h. Multiply berm multiplier by downslope mound height to get <br /> downslope berm width: <br /> (, x 3•( = a`-) feet BERM SLOPE MULTIPLIERS <br /> i. Compare the values of step G.1 1 9 <br /> and Step G.2h a`-1 Land DOWNSLOPE UPSLOPE <br /> Slope. berm multipliers for various berm multipliers for various <br /> Select the greater of the two values as the in% berm slope ratios berm slope ratios <br /> downslope berm width; `-1 feet <br /> 3:1 4:1 5:1 6:1 7:1 3:1 4:1 5:1 6:1 7:1 8:1 <br /> j. Total mound width is the sum of <br /> upslope berm (G.2d) 0 3.0 4.0 5.0 6.0 7.0 3.0 4.0 5.0 6.0 7.0 8.0 <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 /> width plus rock layer width (D.2) 2 3.19 4.35 5.56 6.82 8.14 2.83 3.70 4.54 5.36 6.14 6.90 <br /> plus downslope berm width(G.2i); 3 3.30 4.54 5.88 7.32 8.86 2.75 3.57 4.35 5.08 5.79 6.45 <br /> j7 ft + /c ft+ 0`-J ft = HZ feet 4 3.41 4.76 6.25 7.89 9.72 2.68 3.45 4.17 4.84 5.46 6.06 <br /> k. Total mound length is the sum of upslope 5 3.53 5.00 6.67 8.57 10.77 2.61 3.33 4.00 4.62 5.19 5.71 <br /> berm width (G.2d) plus rock layer length (D.3) 6 3.66 5.26 7.14 9.38 12.07 2.54 3.23 3.85 4.41 4.93 5.41 <br /> plus upslope berm width (G.2d); 7 3.80 5.56 7.69 10.34 13.73 2.48 3.12 3.70 4.23 4.70 5.13 <br /> ft + =1 I ft + .=."---) ft= 59 feet 8 3.95 5.88 8.33 11.54 15.91 2.42 3.03 3.57 4.05 4.49 4.88 <br /> ` L\ I ,i- 9 9 4.11 6.25 9.09 13.04 18.92 2.36 2.94 3.45 3.90 4.30 4.65 <br /> 10 4.29 6.67 10.00 15.00 23.33 2.31 2.86 3.33 3.75 4.12 4.44 <br /> Final Dimensions: 11 4.48 7.14 11.11 17.65 30.43 2.26 2.78 3.23 3.61 3.95 4.26 <br /> 12 4.69 7.69 12.50 21.43 43.75 2.21 2.70 3.12 3.49 3.80 4.08 <br /> H 3� X '79 Pfrk-- <br />
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