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160 Truffula Trail- 33-118-23-44-0038
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Last modified
8/22/2023 4:53:09 PM
Creation date
7/1/2019 10:55:41 AM
Metadata
Fields
Template:
x Address Old
House Number
160
Street Name
Truffula
Street Type
Trail
Address
160 Truffula Trail
Document Type
Septic
PIN
3311823440038
Supplemental fields
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- 3 <br /> G. CCVV-N3L0PH D=E WIDTH <br /> 1. If tand?slope is 37o or more, subtract rock layer width from <br /> a'lsorption width to obtain minimum downslope dike toe <br /> ft - /o ft = /ti feet <br /> 2. Calculate lyLininlura mould size based on geomete-ry: <br /> a. Determine depth of clean sand fill at upslope edgy of rock <br /> L <br /> laver: Separation : 3 ft- ! 3 = 4 .? feet <br /> b. Add depth of clean sand for separation (2a) i root cover <br /> at upslope edge, depth of rock layer (1 foot) 1'"60,1 ao .� <br /> r y se aratlon /•9 feet <br /> to depth of cover (1 foot) to find the <br /> mound height at the upslope edge of rock Uas J�e w o.n sioce o�rrerence� �t <br /> J,-) ft + aft + aft = 3- 7 feet -- rer' FCCk°e•.Wlr't <br /> c. Enter table with landslope and upslope dike ratio. -2et C0wn51Cpe'vi J;n <br /> Select dike multiplier of 3: uS s2l-.�L re°` <br /> a d. Multiply dike multiplier by upslope mound height <br /> O to find upslope dike width: ys x 3. 7 = 0 feet <br /> e. :Multiply rock laver width by landslopto determine drop <br /> in elevation; Slor-- Difference <br /> CONto x 'Y-`0 -�- 100 = o-` feet <br /> A2" leoth of clean sand for slope difference (2e) at <br /> U p., downslupe edge, to the mound height at the upslope edge <br /> W of rock layer (2b) to find the downslope height; <br /> a 3. 7 ft + o. 1/ ft = A-0 feet <br /> ps�. Enter table with landslope and downslope dike ratio. <br /> a' S"1ect dike multiplier of /• 7U <br /> h. ivfultiply dike multiplier by downslope mound height (20 <br /> to get downslope like width: c.1,76 x tel,I 2C7 feet <br /> i. Compare the values of step G.1 and Step G.2h Select the <br /> greater of the two values as the do,.vnslope dike width; <br /> 247 _ feet <br /> j. Total mound width is the sum of <br /> upslope dike (G.20 width plus rock -1-zree� <br /> laver width (D.2) plus c.f 3, ( a«K aea w otn I <br /> _ fejt <br /> downslope dike width(G.20; wilooe wlau uoslocs c; <br /> 1.3 ft + /o ft + -z-o ft = `I3 feet s felt _ ref <br /> k. Total mound length is the sura of € <br /> .' <br /> Oo..r tote W1Ctn <br /> upslope dike width (G.2e) plus rock layer o reef <br /> len<Tth (D.3) lus upslope dike width (G-2e); <br /> P <br /> 13 ft + (P'6 ft + /3 ft = `i 14 feet <br /> ( U Tctalleng:n Jos <br /> uwnNuFx p�ope <br /> 3:1 4:1 5:1 6:1 7:1 la 4:1 5:1 (X1 7:1 3:1 <br /> c-'x <br /> 33 4.0 5.0 6.0 7.0 3.0 4.0 5.0 6.0 7.0 5.0 <br /> l 3.') 4.17 5-:6 6.13 7S3 1-91 3.&S 4..'65.66 651 7.61 <br /> 3.14 4J5 5So 61 KI 3.16 L33 3.70 l54 536 6.11 6.90 <br /> 33�) --y z6„ 5 63 7.32 3.96 2 7S _J_S7 t_1S S.(s S.� 6AS <br /> 311 ( 4.`6 6`5 7.39 9.7: 268 �_ 3.4.5 4-17 4.34 5.46 6n6 <br /> 5 3.1 _ U &67 5-r 10" 2.61 737 /.CO 4.62 5.19 5J'1 <br /> 6 Sed 5 2S 7.14 938 1207 1_54 3 ZI 3.35 4.41 4.13 SAI <br /> 7 1 J0 5 74 7.69 1034 13.:3 L43 3.12 3.1-0 4-Z) 4.;J 5.13 <br /> 3 3.95 5A8 1-'0 1154 1591 2.0 3.t3 3.57 4.05 4.49 463 <br /> 9 4.11 d:5 9 L9 U.G4 13.92 L36 L94145 3.':0 4.10 4LS <br /> 10 4-1) 607 1C.1 151X7 2333 2.31 256 3.23 3 <br /> .%� 4.12 4A6 <br /> n 4.4n 774 11:1 1765 30U 26 2;3 31J 361 ].r5 416 <br /> 13 4W <br /> 7br •L`J .LU U'S ::1 2.70 3.12 249 3e0 4.71 <br />
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