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HomeMy WebLinkAbout55-24 Kelm^v;-^,^ /-y ~'''^\ "''V:. \ _' ^/^.^'•^f'/ Wisconsin Department of Safety and Professional Services Division of Industry Services SOIL EVALUATION REPORT ivi^1 ''WA7/1 Page.1 .3pf_ In accordance with SPS 385, Wis. Adm. Code Attach complete site plan on paper not less than 81/2x11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). Property OwnerCraig H Kelm CountyBayfield Parcel I.D.22984 Reviewed by M Date\Q^5-3^ Property Location Govt. Lot NW 1/< NW 1/4 s 28 T 45 N R 5 -D~ E (or) W Property Owner's Mailing Address2426 South Shore Blv Site Address or CSM and Lot #:26725 Marengo River Rd. CityWhite Bear Lake StateMN Zip Code55110 Phone Number ( ) D CityLincoln D Village B Town Nearest RoadMarengo River Rd Code derived designflow rate 300 GPD Flood Plan elevation if applicable_ft. [•] New Construction Use: B Residential/Numberof bedrooms 2 I Public or commercial - Describe: Parent material Sandy AltUVJUm General comments and recommendations: Conventional Trench System 38 Shallow as possible @ .7 loading / starting at 98' Boring #QBoring 99.55 [»\P\t Ground surface elev._ft.84 925^Depth to limiting factor ~ ' in. / elev._ft. Horizon 1 2 3 Depth In. 0-7 7-60 60-84 Dominant Color Munsell 5yr 3/1 5yr 5/6 5yr4/2 Redox Description Qu. Az. Cont. Color qss^ Texture sl Is cos Structure Gr. Sz. Sh. 2mabk Osg Osg Consistence ml ml ml Boundary cw cw Roots Sco 3m Soil Application Rate GPD/Ft2 *Eff#1 .6 .7 .7 *Eff#2 1.0 1.6 1.6 Boring #QBoring ilpit 100.25 Ground surface elev._ft. g4 9325 Depth to limiting factor ' in. / elev._ft. Horizon 1 2 3 Depth In. 0-3 3-36 36-84 Dominant ColorMunsell 5yr 4/2 5yr 5/6 5yr 5/3 ~w -^ Redox Description Qu. Az. Cont. Color aio.ois Texture sl Is ms Structure Gr. Sz. Sh. 2mabk Osg Osg Consistence ml ml ml Boundary cw gw Roots Sco Sco Soil Application Rate GPD/Ft2 *Eff#1 .6 .7 .7 *Eff#2 1.0 1.6 1.6 CST Name (Please Print) Edward B. Redinger Address 1015 11th Ave. E. Ashland, Wl 54806 Signature ^_^ _'^z.^-^- Date Evaluation Conducted5/15/24 CST Number221939 Telephone Number 715-292-6670 Effluent #1 = BOD > 30 £. 220 mg/L and TSS > 30 5150 mg/L Effluent #2 = BOD, £ 30 mg/L and TSS <. 30 mg/L SBD-8330 (R04/21) ^j ^5!) £>^-^Q M Boring # D Boring 'it 99.85.Ground surface elev._ft. Page 2 ..3of 92.85.jv;^pepth;<p,lipiiitfpg factor" ' in. / elev._ft. Horizon 1 2 3 Depth In. 0-6 6-60 60-84 Dominant Color Munsell 5yr4/7 5yr 5/6 5yr 4/2 Redox Description Qu. Az. Cont. Color Texture sl Is cos Structure Gr. Sz. Sh. 2mabk Osg Osg Consistence ml ml ml Boundary cw cw Roots Sco 2m Soil Application Rate GPD/Ft2 *Eff#1 .6 .7 .7 *EW2 1.0 1.6 1.6 Boring #D BoringD Pit Ground surface elev..-ft.Depth to limiting factor.in. / elev._ft. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots Soil Application Rate GPD/Ft2 *EfW1 *EfW2 Boring #D BoringD pit Ground surface elev.._ft.Depth to limiting factor_in. / elev. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots Soil Application Rate GPD/Ft2 *Eff#1 *Eff#2 * Effluent #1 = BOD > 30 < 220 mg/L and TSS > 30 < 150 mg/L * Effluent #2 = BOD, s 30 mg/L and TSS s 30 mg/L Customer Name: Craip H Kelm Adress: 2426 south shore Rd White Bear Lake, MN 55110 SITE: 26725 Marengo Rvr Rd. WlSUPERIOR PLUMBING MECHANICAL phone#: 651-226-7907 Email: ketmDroD@vahoo.com (715)278-3456 ^-^-^^.T^~^^//^y/ CST# 221939 Scale:!" =40' i PIN:22984 8 ACRES NW NW S28 T45N R5W TOWN OF LINCOLN Bayfield Co. 4 -QA '-i^' ^^.^ ^. Tr^C' ^>dn.U'^->-^»^^7 ^ ^Z-^-5/^-// 5LoJlei-^ a'S ^f? fllT.'«;ns5Si»x'-^.w#*-x^<' >^;,J•^s. ^-fr- Wt.' T"; m.;, "••^ W^'i'-M i:^,'i\'^ ••swy'tK ^'/1!-: -Ifw IT"^"iS te:^ ^%F'^•^'mm -».; ,» '/..I ^•- ,t!;' t-':'' .•OX'.-rf, ..•at.x-•f^" '?.*, ''r ..,• ;'^ ~s-: "B I i"t . . -i I\^i:y' i11'1 &.' • •l.^'-y^.-.;?%^,. '.. '&•'"'' ^i'' ^' ^-€,: wv. ^'•1 -'< !: ..I ... . - '.''•" •A.' *'"« T .." -"A'^i ^'^ .11 ^1 ^•'m'^.'I • ' .„;,., . :y-.'\^ ^'ft '..>"^.i'1^:...' . >l(x./s? ^ •:"'-^j,, ..;f't(T^%^.:^ ,. 'i^ .^ ^:'^. ^-\.w '^~^":::' 1/':\»: ' ^: '^ . ^.. ' ^',.2- - " ' • '••,'''" -i •«"'/ •••••• !*','"•».St:-V ../-i. .! ."' . ,r *;i5/ "' l'INIy ^'.^, ^'' ^.yt>Si'-:..A,".-^ •t- •-"'<'< •ff A "., !' !'n"; •^ !^, '...i!...i'^ ;1<' ^'y;' l(f':l ' ?' -^. ••:".^ ^$^ I iy^