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2004-P07657 - new septic
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Orono Orchard Road North
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025 Orono Orchard Road North - 35-118-23-33-0004
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2004-P07657 - new septic
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Last modified
8/22/2023 4:58:27 PM
Creation date
5/9/2018 11:47:49 AM
Metadata
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Template:
x Address Old
House Number
25
Street Name
Orono Orchard
Street Type
Road
Street Direction
North
Address
25 Orono Orchard Road North
Document Type
Septic
PIN
3511823330004
Supplemental fields
ProcessedPID
Updated
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Q. MOUND SLOPE DTH &LENGTH Landslope> 1% slope <br /> (landslbpe greats than 1%) .tis`' 1 r <br /> 1. Downslope absorptio width= absorption width (F) 3 s. r � �,ls4•T�.ou <br /> minus rock layer width 2) 4)` ti `` 'Aa, i -an Su,d i ft y'v,A' , ,� , <br /> (,.r ft- l0 ft= t i ft sepantlon_�ft ._•_._.. <br /> M d nod) Roc igid lhj D2) o ff) <br /> 2. Calculate mound size r.. e <br /> UPSLOPE • <br /> a. Depth of clean sand fil at upslope edge of A t_kmfiWldn.saad(F • <br /> rock layer = 3 ft minus th distance to restricting layer (Cl) -4,I <br /> 3ft- o ft= _ <br /> b. Mound height at the u slope edge of rock o-34SLOPE MULTIPLIER TABLE <br /> layer= depth of clean san for separation (G2a) Land UPSLOPE DOWNSLOPE <br /> Slo , multiplies for various multiaPpliers for various <br /> at upslope edge plus dep of rock layer (1 ft) ins slope ratios opt ratios <br /> plus depth of cover (1 ft) 3:1 4:1 5:1 6:1 7:1 8:1 3:1 4:1 5:1 6:1 7:1 <br /> 3 ft+ 1ft+ lft= •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 /> c. Upslope berm multipli r 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•c,l (see Figur D-34) 3'-) 2 2.83 3.70 4.54 5.36 6.14 6.90 3.19 4.35 5.56 6.82 8.14 <br /> d. Upslope width= berm multiplier(G2c) times 3 2.75 3.57 4.35 5.08 5.79 6.45 3.30 4.54 5.88 7.32 8.86 <br /> u slo a mound hei ht (G b): 4 2.68 3.45 4.17 4.84 5.46 6.06 3.41 4.76 6.25 7.89 9.72 <br /> P P g 5, CD 3.33 4.00 4.62 5.19 5.71 3.53 4.4P 6.67 8.57 10.77 <br /> P•lol x 5.0 ft = 1 ft 6 2.54 3.23 3.85 4.41 4.93 5.41 3.66 3.26 7.14 9.38 12.07 <br /> DOWNSLOPE 7 2.48 3.12 3.70 4.23 4.70 5.13 3.80 5.56 7.69 10.34 13.73 <br /> e. Drop in elevation = roc , 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 /> percent landslope (C5) + 110 9 2.36 2.94 3.45 3.90 4.30 4.65 4.11 6.25 9.09 13.04 18.92 <br /> Jo ft x S (Yo+ 100= • ' 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 /> f. Downslope mound hei: t= 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 (1I2e) at downslope 12 2.21 2.70 3.12 3.49 3.80 4.08 4.69 7.69 12.50 21.43 43.751 <br /> rock edge plus the mound , eight at the <br /> upslope edge of rock layer G2b) <br /> S.0 ft+ •S ft= ft <br /> g. Downslope berm multiplier based on percent land slop <br /> S.0 (see figure 10-34) • + Iv , , - 88 <br /> r .r <br /> h. Downslope width = do lope multiplier1 Upalop�,�Vidth(G2d) <br /> (G2g) times downslope mo , d height(G2f) 5� i..)) <br /> 5•o X S•S ft= q.‘8 ft 1 Upd9ye width(G2d) Rock Bed +U9��rdth(G2d) <br /> i. Select the greater of G1 • d G2h as the <br /> downslope width: aS ftnat wtdth(G ) 31, ft <br /> j. Total mound width is the urn of upslope Absorption Width(P) ) <br /> l <br /> width (G2d) width plus roc layer width <br /> (D2)plus downslope width G2i) Total Length(G2k) I►`, ft <br /> ) 3 ft+ /0 ft+ a ft= __.6 ___ft <br /> k. Total mound length is the sum of upslope width (G2d) <br /> plus rock layer length (D3) .lus upslope width (G2d) <br /> 13' ft+ (-2. ft+ )3I 1 = Z$ feet <br /> 1,s' (,Z' zs- i i B Final Dimensions: <br /> I hereby certify that I have completed this work in accordarlce with applicable ordinances, rules and laws. <br /> g . (signature) 3 g'14 (license#) S-9-0 4 (date) <br />
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