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2006-P10044 - new septic
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2006-P10044 - new septic
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Last modified
8/22/2023 4:27:28 PM
Creation date
6/27/2019 1:34:29 PM
Metadata
Fields
Template:
x Address Old
House Number
1100
Street Name
Town Line
Street Type
Road
Address
1100 Town Line Road
Document Type
Septic
PIN
3011823320007
Supplemental fields
ProcessedPID
Updated
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G., DOWNSLOPE BERM WIDTH Slope:- cov«i' <br /> 1. If landslope is 1% or more, :: <br /> subtract rock layer width from adsorption width ' : <br /> to obtain minimum downslope berm toe oesn spa '` ' "'' <br /> J' r:r',; :'c. .tr..:I<;1. 6"Topsoil <br /> a _ft-10 ft =1 2 feet sem,sou u�o "` .� <br /> 2. Calculate Minimum mound Size Wdth <br /> a. Determine depth of clean sand fill at v wiaa, Downslope- <br /> upslope edge of rock layer: add' Aeon Mdeh <br /> Separation 3' --1• S-_ft = /,r 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 /> L,L ft+ift+ lft = 3_s' feet <br /> c. Enter table with landslope and upslope bewP dcn <br /> berm -6 <br /> ratio. Select berm multiplier of 3.14 u sl Width moa .�ax,�' Rockeed � Qar.t4« �ilpsI width <br /> d. Multiply berm multiplier by upslope mound P ' width .)Q <br /> height to find upslope berm width: } <br /> -� r . . <br /> y� ��� _ �_feet '13 <br /> 3. <br /> X <br /> e. Multiply rock layer width by <br /> F° Downslope Mdth 1 g 1 <br /> landslope to determine drop in elevation; Absorption wda,=2- <br /> .L_ °o+ _ _feet fi , X Y1 <br /> o x_�1 / 100 � <br /> :i: : : ..: ..•..::....:.,n.:,}-; y,J. ...,, r Toy,,J'} .4,.,;: �.� <br /> f. Add depth of clean sand for slope Total U;gt,g <br /> difference (2e)at downslope edge, to <br /> the mound height at the upslope edge <br /> of rock layer (2b) to find the downslope height; <br /> 3.S ft+ 4 ft= 3•-feet <br /> g. Enter table with landslope and downslope berm ratio. Select <br /> berm multiplier of H-'? L <br /> h. Multiply berm multiplier by downslope mound height to get <br /> downslope berm width: <br /> x 3,:� = j-�_feet BERM SLOPE mmT1 nms <br /> i. Compare the values of step G.1_ t Land <br /> and Step G.2h LZ__ Slope, bam��for vadow bum multPE ipliers for <br /> Select the greater of the two values as the 1n term slope radon neem slope ratios <br /> downslope berm width; 1 4) feet <br /> j. Total mound width is the sum of 0 3.0 4.0 5.0 6.0 7.0 3.0 4.0 5.0 6.0 7.0 84 <br /> upslope berm (G-2d) 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 4.34 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 /> ft+ o ft+ )-? _ft = L41_feet a 3.41 6.25 7.89 9.72 2.68 c3.43_ 4.17 4.94 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 10.3.4 13.73 2.48 3.12 3.70 4.23 4.70 5.13 <br /> i ft + L41 ft + 12- ft= �.s'_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 /> 1 ,- L 4- 1 7 0/ 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 2333 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 />
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