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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 N0. : 612 476 4392 Jun. 15 2007 04:30PM P4 <br /> Job S= <br /> Urjnmky.of Minnesota Mound Design Worksheet <br /> of�irllgv►!'K 8�opa <br /> k Raw <br /> 1750 gpd.AwfigproA•f) <br /> or m mwW x 1.5(safety tabor)_ 0 ON <br /> Ii. SEFIX TANK LKKW VOLUMS <br /> &epic Wit wpa* 22M gaflone(am"G1) <br /> fyar"0falkgtaornparb"m 0 <br /> 1?flaset Fir(ydro) yes <br /> 04 V"ft Tadr <br /> Mm6wof Mb*w rwq(yWgb Cap"with <br /> . GA.Disp- Mp and Lit <br /> 2 of <br /> 3-or 4 f500 <br /> 5or6. 225D <br /> t, <br /> BOW' 3000 <br /> C. SOBS(Sde e► kon dabs) <br /> I. Doo to rasfricling layw= het <br /> 2 Depth d pewola w tests= 12 inches <br /> 3. Texkm loin <br /> 4. Sou Im"ram(ase F4m 433) 0.60 9pdt f <br /> 13 MPI <br /> 5, %Land Slope 9. % <br /> D. ROW LAYM CNGNBK Ns <br /> 1. Mulipfy average design flow(A)by 0.83 to obtain required area of rook Ieyer:Him A x 0.13= <br /> 1'50 gpd x 0.83 fekjpd= 63D 11? <br /> 2 Detem*a rock lamx width =0.83 flWd x t reff Loading Rate(LLR)(see LLR dsart <br /> 0.83 i kjd x 1200 = 10.0 ft <br /> LLR CAW <br /> Pork PAM LLR <br /> <120 IWIPI <=12 <br /> >=120 UPI c=g <br /> 3. Langur of rook IMw=area dvWW by width= <br /> 630.0 ie 1 1010 foot= 83.0 ft <br /> K ROGIt VOLUME <br /> I. h tdOy rock area by rock depth Io get cubic feet of rock <br /> -___-.- <br /> 630.0_._._.._. X 1.0 ft= 630.0 ft <br /> 2 Divide fe by 27 felO W pet cubic yards <br /> 630.0 ftp l 17 _ 232 yI? <br /> 3 Muliply cubic yards by 1 A to get weight of rook in tons; <br /> 23.3 yd3 K 1.4 bVyd3 32.7 lass <br /> Page 1 of 5 <br />
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