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1180 Wyndmere Rd - 26-118-23-41-0008
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Soil and Percolation Testing
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Last modified
8/22/2023 4:18:35 PM
Creation date
3/2/2020 12:03:45 PM
Metadata
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x Address Old
House Number
1180
Street Name
Wyndmere
Street Type
Road
Address
1180 Wyndmere Road
Document Type
Septic
PIN
2611823410008
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FROM Y KIM PHONE NO. : 612 476 4398 Tun. 15 2007 04:33PM P8 <br /> University of Minnesota Pressure Distribution Syst m Onign-1GI2W04 <br /> - �oao�oa+ecriw�eaiewraecawealaHtereerwrbeaa�arleo. <br /> st.w... <br /> 1. select number of perforated laterals: w. <br /> 2. Select pdr6ora m specm_ ft <br /> 3. Since ptn*tlans should nal be pleoed dater ow 1 foot to <br /> the edpa of 9re rock W#W(see dlrn).subbaat 2 feet hom �.ar <br /> the rock WK kram <br /> 24= 81 ft <br /> 4. Get Mine the manber of spaces bel~perfomdDm l <br /> Divide be bWM(3)by perTa Ww spW w(2)and round down to nearest while nanlber. <br /> Padaaboa speoft. Bt R J 3 1:= 20 <br /> S. Select p obrattcn size 732 kfch <br /> S. lwr aber of perforalipm is equal OD one plus the number of periorafan spaoee(a). <br /> 'Cf O"E4 b&sunthenumber ofperfbraonpelmaferatgu&,grums <br /> t f0116tSHARON ws®Ban. <br /> 21 pwlbredWWaieral <br /> �n1N b.r 1/41a poAor�uorrs aRaltMnum Nu).ar at alts arch paeToratlons <br /> ra nal to a 10%dbcha varW0w <br /> Pipe Dibmefar Bpm ftw DiwwW <br /> 1 itch 125 bxh 1.5 inch 20 inch 1 kWh 125 inch 1.5 Arch 2.0 Wt <br /> 2 1 18 Z3 <br /> 9.3 7 12 18 25 3.3 MAIM 10 17 23 36 <br /> 5.0 6 10 5 8 t5 20 31 <br /> 7. R Toted nulrtletOt piff01i0r�r=1>e<briliarrs par la0erA1(5}timili Atariber of kAaraie(i). <br /> 21 Perls!eatx 3 Mar=l= 63 perforations <br /> B.Cake 1*square f~per p an. <br /> ftwnerlerrdid AW is 6-10 Sq"eff.DOM 1*apply to g4rades. <br /> 1, Rod bad am=rOdk width(2)x rock lerrptil(0 <br /> 10 • h x 63 fi. 30 a 8if <br /> Squrae per�fled rm f parks) <br /> 630.0 ftp / 63 peris = 10.0 ill/pert <br /> 8. Dahw ina.[equind flow rale by rmukft ng the WW number <br /> of Partin'IetrIeWbyflow►perperi flataeE-6) <br /> 63 hft x 0-G6 ppm/parts s 35-3 ppm <br /> Pee►araalorr Dlsaha� rhe In M <br /> rFOrdYOaS r <br /> 00 d-W <br /> vie 1 7/92 1 1hf <br /> 074 <br /> 5 0.94 1.15'3 <br /> Use 1.0900 Nw wobawwromw <br /> h110029ra0t1or rrm i __„a-t;.^""r.... ». <br /> 9. Dvlerrgine WWrnurn Pipe size <br /> A. Ml n fold an End. It laMrals are mnneded to treader pipeI :ax <br /> -- <br /> M. <br /> as shown!h1 FlQkM4 C-1,to w 1 w mirth-kim r equind tetae'at ;w0ur•t•�,uanrm�..e�.a of F.s ae w.r.e <br /> diametK~"E-4orE-BwkhpwbrAiontgorI and __... ..... <br /> number of pedbrallm per Ieleral®dlometor <br /> for perforated MMUN s Y1cf res <br /> S. Conl er NoWakI. d perforated laf+”iyatam ir.�sttarJred to . . .+ _ .• �1 <br /> manWW p0am ar the aNder,ice fture Ea.perforo0etl Oeteral (3) " •_" i <br /> and munbsr of petbrafmls pet 1e19fad <br /> one har of#at in'slop A.t)selp Dim viOWea, <br /> min®nen drarne0er far perforalad tsbarel= 1� inches <br /> w. nww <br /> i1 tyre a ' rCOMP1010d this,workA SO-PlIcable wftarxm.rules and laws, <br /> t (signetuee) 810 (Noon" (dais) <br />
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