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505 Orchard Park Road - 31-118-23-14-0012
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septic design-2001
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Last modified
8/22/2023 4:29:33 PM
Creation date
4/27/2018 1:41:08 PM
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x Address Old
House Number
505
Street Name
Orchard Park
Street Type
Road
Address
505 Orchard Park Road
Document Type
Septic
PIN
3111823140012
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G. MOUND SLOPE WIDTH &LENGTH Landslope > 1% slope <br /> (landslope greater than 1%) !. , .m <br /> 1. Downslope absorption width= absorption width (F) P`�. ^tea x N <br /> 7.a <br /> .minus rock layer width (D2) an sand�-ft? xlt. 4"Topsoil <br /> ��•_ ,�a y r � Z <br /> a‘...r) ft- /D ft= ) 0 ft =ErSal ' - 4Leill1.011' j m' ' ' --''. <br /> Raserkting Layer <br /> �t d) Rock, :dtkf D2) 1=1=2111 <br /> 2. Calculate mound size <br /> UPSLOPE Mill <br /> a. Depth of clean sand fill at upslope edge of Atsler ft_sNdal <br /> rock layer = 3 ft minus the distance to restricting layer (Cl) <br /> 3ft- /.4d ft= 1. ft <br /> b. Mound height at the upslope edge of rock D-34: SLOPE MULTIPLIER TABLE <br /> '.ayer= depth of clean sand for separation (G2a) Lartd UPSLOPE DOWNSLOPE <br /> Slo multipliers for various multi liers for various <br /> 1c upslope edge plus depth of rock layer (1 ft) ince slope ratios multipliers <br /> flus 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 /> ). . ft + ift+ ift= 3.a) 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 /> Upslope berm multiplier based on land slope 1 2.91 3.85 4.76 5.66 6'54 7.41 349 4.17 5.26 6.38 7.53 <br /> -1,10.." (see figure D-34) 2 2.83 3.70 4.54 5.36 6.14 6.90 3.19 4.35 5.56 6.82 8.14 <br /> 1. 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 /> ipslope mound height(G2b): 4 2.68 3.45 4.17 4.84 5.46 6.06 3.41 4.76 6.25 7.89 9.72 <br /> 5 2.61 3.33 4.00 4.62 5.19 5.71 3.53 5.00 6.67 8.57 10.77 <br /> .0'S X 3•Z- ft = /b ft <br /> DOWNSLOPE 6 2.54 3.23 3.85 4.41 4.93 5.41 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 <br /> ® 3.57 4.05 4.49 4.88 3.95 110 8.33 11.54 15.91 <br /> iercent 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 /> o ft x IS %+ 100= . 25 ft l 10 2.31 2.86 3.33 3.75 4.12 4.44 4.29 6.67 10.00 15.00 23.33 <br /> .Downslope mound height= depth of dean 11 2.26 2.78 , 3.23 3.61 3.95 4.26 4.48 7.14 11.11 17.65 30.43 <br /> Ind for slope difference (G2e) at downslope . 12 2.21 2.70 3.12 3.49 3.80 4.08 4.69 7.69 12.50 21.43 43.75 C <br /> -k edge plus the mound height at the <br /> 3lope edge of rock layer (G2b) <br /> ? 2 ft+ , '1 ft= 9.0 ft , <br /> -. Downslope berm multiplier based on percent land slop <br /> �•cds‘ (see figure D-34) '" OS'- <br /> . Downslope width = downslope multiplier Upslor Width(G fd) <br /> G2g) times downslope mound height(G2f) Lt <br /> J•g" x 4.0 '` _ Upslope Width(G2d) Rock Bed /" Upslope fWidth(G2d) <br /> Select the greater of Gi and G2h as the 1 -.1n f` l..r,gtin(»�' • l� <br /> M <br /> ownslope width: a.`) ft (Downslope Width(G21) a•t') ft <br /> Total mound width is the sum of upslope Absorption Width(F) )7 <br /> Jidth (G2d) width plus rock layer width .',y)_ 1I ..."--.........____, <br /> D2)plus downslope width (G2i) ,ow Length(G2k) 10 3 ft <br /> )o ft+ )o ft+ a I ft= 4'4 ft <br /> . Total mound length is the sum of upslope width(G2d) <br /> lus rock layer length (D3) plus upslope width (G2d) <br /> )n ft+ 5.5 ft+ lo ft= 1Sfeet <br /> `.) 4- S5- } w`' )03 Final Dimensions: <br /> 44 X 4(°2 'Ani ` <br /> hereby certify that I have completed this work in accordance with applicable ordinances, rules and laws. <br /> ,- (signature) 3')y (license#) 41-9-0 ) (date) <br />
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