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2004-P08025 - new septic
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3330 Watertown Road - 32-118-23-41-0002
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2004-P08025 - new septic
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Last modified
8/22/2023 4:41:17 PM
Creation date
9/25/2019 11:10:48 AM
Metadata
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Template:
x Address Old
House Number
3330
Street Name
Watertown
Street Type
Road
Address
3330 Watertown Road
Document Type
Septic
PIN
3211823410002
Supplemental fields
ProcessedPID
Updated
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G. 'MOUND SLOPE WIDTH &LENGTH Landslope > 1% slope <br /> ' (laridslope greater than 1%) a over <br /> 1. Downslope absorption width= absorption width (F) <br /> 8, ,b H 6-Topsou <br /> esh.,:t <br /> minus rock layer width (D2) �'� � , 1, •� '�� 'fill. <br /> S.P. /•2. k <br /> Rx<rktlni Law <br /> �R<G1d) Roek dth�W) h��) <br /> 2. Calculate mound size <br /> UPSLOPE <br /> a. Depth of clean sand fill at upslope edge of Lb-pd,,,W Wk j"m <br /> rock layer = 3 ft minus the distance to restricting layer (Cl) 13 W <br /> 3ft- //. t ft= 1.15 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 multiplies for various multi liens for various <br /> at upslope edge plus depth of rock layer(1 ft) +n slope ratios =Pope ratios <br /> plus depth of cover (1 ft) ° 4e1 ° '1 7' ' 3:1 4c tl 7.1 <br /> 11 Ce ft+ 1ft+ 1ft= 3_51 ft 0 3.0 4.0 3.0 6.0 7.0 8.0 3.0 4.0 5.0 6.0 7.0 <br /> c. Upslope berm multiplier based on land slope 1 2.91 3.85 4.76 5.66 6.54 7A1 3.09 4.17 5.26 6.38 7.53 <br /> $ .2 (see figure D-34) 2 2.83 3.70 4.54 5.36 6.14 6.90 3.19 435 SM 6.82 8.14 <br /> 3 2.75 357 435 S.08 5.79 6A5 3.30 4.54 5.88 732 8.86 <br /> d. Upslope width= berm multiplier (G2c) times <br /> 4 2.68 3.45 4.17 4.84 5.Ib 6.06 3A1 4.76 6.25 7.89 9.72 <br /> upslope mound height (G2b): 5 2,61 333 4.00 4.62 5.19 5.71 3.53 5.00 6.67 857 10.77 <br /> X 3• ft = Z f t 6 254 0 3.85 4.41 4.93 5.41 3.66 jjS 2 7.14 938 12.07 <br /> DOWNSLOPE 7 2A8 3.12 3.70 4.23 4.70 5.13 3.80 5.56 7.69 1034 13.73 <br /> e. Drop in elevation = rock layer width (D2) times 8 2.42 3.03 3.57 4.05 4A9 4.88 3.95 5.88 833 1154 15.91 <br /> percent landslope (C5) + 100 9 2.36 2.94 3.45 3.90 4.30 4.65 4.11 6.25 9.09 13.04 18.92 <br /> __/q ft X�_%+ 100= -ft 10 231 2.86 3.33 3.75 4.12 4.44 429 6.67 10.00 15.00 23.33 <br /> f. 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 /> sand for slope difference (G2e) at downslope 22 2.21 2.70 3.12 3.49 3.80 4.08 4.69 7.69 12.50 21.43 43.75 <br /> rock edge plus the mound height at the <br /> upslope edge of rock layer (G2b) <br /> 7. q _ft+ 1(0 -ft=L4 _ft <br /> g. Downslope berm multiplier based on percent land slop 11 g/ <br /> .�Z t. (see figure D-34) li t <br /> h. Downslope width = downslope multiplier Upslope Midth(G fa) <br /> (G2g) times downslope mound height(G20 ' <br /> Rock Bed_�_x 4,y ft= ,_ft Uval�75 <br /> ') /Q It Ups114pe Wideh(G2d). <br /> i. Select the greater of G1 and G2h as the g �p Z. ftdownslope width: AR ft F nslope Width(G21) 7 ftj. Total mound width is the sum of upsloperption widthcP) <br /> width (G2d)width plus rock layer width „ <br /> (D2)plus downslope width (G2i) Total length(G2k) ft <br /> I-L_ft+ _ /D ft+a_ft= Ltic ft <br /> k. Total mound length is the sum of upslope width (G2d) <br /> plus rock layer length (D3) plus upslope width (G2d) <br /> )Z ft+ _L�_ft+ m. ft= , 9 4) feet <br /> + FFinal Dimensions: <br /> x -CIO 4UIV <br /> I hereby certify that II have completed this work in accordance with applicable ordinances, rules and laws. <br /> `�-. vs, .? o (signature) -an &4 (license#). 9-5 -04 (date) <br />
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