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2003-P6262 - new septic
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4115 Watertown Road - 31-118-23-41-0014
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2003-P6262 - new septic
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Last modified
8/22/2023 4:32:02 PM
Creation date
10/28/2019 12:53:03 PM
Metadata
Fields
Template:
x Address Old
House Number
4115
Street Name
Watertown
Street Type
Road
Address
4115 Watertown Road
Document Type
Septic
PIN
3111823410014
Supplemental fields
ProcessedPID
Updated
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C�. MOUND SLOPE WIDTH &LENGTH Landslope> 1% slope <br /> (lattdslope greater than 1%) er <br /> 1. Downslope absorption-width= absorption width (F) <br /> minus rock layer width (D2) 6'Topsoil <br /> ,. ansa>,a <br /> nft- J ft=�Z ft p•rs --- <br /> 2. Calculate mound size <br /> UPSLOPE <br /> a. Depth of clean sand fill at upslope edge of <br /> rock layer = 3 ft minus the distance to restricting layer(0) <br /> 3 ft- 1, ) ft= I- ` ft <br /> b. Mound height at the upslope edge of rock D-ft SLOPE MULTIPLIER TABLE <br /> layer = depth of clean sand for separation (G2a) Land LTRon DOWNSLOPE <br /> slo mulvpliea for various multipllers for various <br /> at upslope edge plus depth of rock layer(1 ft) In aloperavos slope ratios <br /> plus depth of cover (1 ft) = 6: 7=1 <br /> 1F !� ft + 1ft+ 1ft = 3.11 ft 0 3.0 4.0 SA 6.0 7.0 &0 3.0 4.0 5.0 6.0 7.0 <br /> c. Upslope berm multiplier based on land slope 1 L91 3.85 4.76 5.66 634 7.41 3.09 4.17 5.26 6.38 7.53 <br /> •S 2 2.83 3.70 4.54 536 6.14 6.90 3.19 435 3.56 6.82 8.14 <br /> t 1 (see gibe D-34) <br /> d. Upslope width = berm multiplier(G2c) times 3 2.75 3s7 435 $A5.79 6:45 3.30 4.54 5.88 7.32 8.86 <br /> 4 2.68 3.4S 4.17 4.84 SAG 6.06 3.41 4.76 6.25 7.89 9.71 <br /> upsle mound height(G2b): <br /> D -J X_2_ft - ft S 2.61 333 4.00 4.62 5.19 &n 3.53 5.00 6.67 8.57 10.77 <br /> 7. <br /> DOWNSLOPE 6 2S4 3.23 3.55 4A3 4.93 8.41 3.66 5.26 7.14 9.38 12.07 <br /> 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' 13.57 4.05 4.49 4.88 3.95 5.88 8.33 1154 15.91 <br /> percent landslope (C5) + 100 9 2.36 4.94 3.4S 3.90 4.30 4.6S 4.11 6.25 9.09 13.04 18.92 <br /> f ft X ('0 % -f- 100=�ft 10 2.31 2.86 333 3.75 4.12 4.44 4.29 6.67 10.00 15.00 23.33 <br />'. Downslope mound height= depth of clean u L6 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 z41 2." 3.12 3A9 3.80 4.08 4.69 7.69 22.50 21.43 43.76 <br />•ock edge plus the mound height at the <br /> xpslope edge of rock layer (G2b) <br /> ft + Flo ft= � ft <br />;. Downslope berm multiplier based on percent land slop <br /> .�'•-Z �o (see figure D-34) <br /> i. Downslope width = downslope multiplier Upslope vyjjth(G�d) <br /> G2g) times downslope mound height(G20 y�� <br /> xWldth(G2d) WR d�BedUpslope Widch(G2d) <br /> �, ft Length( ) �_ <br /> Select the greater of G1 and G2h as the <br /> lownslope width: m,,,=,alopewtdth(G21i �` ft <br /> Total mound width is the sum of upslope I Absorption Width(P)� <br />-idth (G2d) width plus rock layer width <br /> J2) plus downslope width (G2i) Tot.,Length(C;W ft <br /> ig ft + )0 ft+ D1- ft= Hy ft <br /> Total mound length is the sum of upslope width (G2d) <br /> lus rock layer length (D3) plus upslope width (G2d) <br /> o ft + !�O ft+ !v ft= ').o feet <br /> `1 a `4 -7, Final Dimensions: <br /> L4 x - 4tL4 4L)V- <br /> hereby certify that I have completed this work in accordance with applicable ordinances, rules and laws. <br /> - l. // <br /> -- U '(__-- (signature) 2'2 Ll- (license#) `� - ) 3 - D'L (date) <br />
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