The URL can be used to link to this page

Home My WebLink About53-24 Orthmann^;^^-^, \ • '•';y Wisconsin Department of Safety and Professional Services SA'<w. ^ \<.\ Division of Industry Services MAY i ): /'i!/)'1SOIL EVALUATION REPORT Page. ^^-•.t!t _^3Lu2!J 1 .,3_of_ •y,^:K^/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 OwnerJeff & Sandra Orthmann CountyBayfietd Parcel I.D.22128 Reviewed by ML Date^•^ Property Location GoviLotNE 1/4SW % s 36 T 47 N R 6 E(or) W Property Owner's Mailing Address63405 Pezderic Rd Site Address or CSM and Lot #: same City Mason, StateWl Zip Code54856 Phone Number ( ) D City D Village Keystone IS Town Nearest Road Pezderic Code derived desianflow rate 450 GPD Flood Plan elevation if applicable_ft. |__| New Construction Use:B Residential/Numberofbedrooms_^_ fl| Replacement D Public or commercia! - Describe: Parent material ClaVCV Till General comments and recommendations: Mound On 96' Contour .4 loading - Interpretive Determination Report needed Boring #DBoring 98.8 [»\P'A Ground surface elev._ft. 10 9797- Depth to limiting factor ' ~ in. / elev._ft. Horizon 1 2 3 Depth In. 0-10 10-14 14-18 Dominant Color Munsell 5yr4/2 5yr 4/4 5yr4/4 Redox Description Qu. Az. Cont. Color f1f5yr7/1 Texture sicl sicl c Structure Gr.Sz. Sh. 2mabk 2mabk 2mabk Consistence ml ml ml Boundary cw gw Roots 3f 1vf Soil Application Rate GPD/Ft2 *Eff#1 .6 .4 0.0 *Eff#2 .8 .6 0.0 Boring #QBoring Ground surface elev._98.8 Depth to limiting factor 9 98.05 Jn. / elev._ft. Horizon 1 2 3 Depth In. 0-9 9-14 14-18 Dominant Color Munsell 5yr4/2 5yr 4/4 5yr4/4 Redox Description Qu. Az. Cont. Color f1f5yr7/1 Texture sil sicl c Structure Gr. Sz. Sh. 2mabk 2mabk 2mabk Consistence ml ml ml Boundary cw gw Roots 3f 2vf Soil Application Rate GPD/Ft2 *EfW1 .6 .4 0.0 *Eff#2 .8 .6 0.0 CST Name (Please Print) Edward B. Redinger Address 1015 11th Ave. E. Ashland, Wl 54806 Signattire Date Evaluation Conducted4/24/24 CST Number221939 Telephone Number 715-292-6670 Effluent #1 = BOD > 30 s 220 mg/L and TSS > 30 < 150 mg/L • Effluent #2 = BOD, s 30 mg/L and TSS s 30 mg/L SBD-8330(R04/21) -^50" 5-^^-~CW At.' Boring # Page 2 ..3of - DBOring .... 94.5.g) Pit Ground surface elev. ~ " ~ ft. M /\',93.67.'Dep(hita>Upiiting factor ' w in. / elev."""' H. Horizon 1 2 3 Depth In. 0-10 10-14 14-18 Dominant Color Munsell 5yr4/2 5yr4/4 5yr 4/4 Redox Description Qu. Az. Cont. Color f1f5yr7/1 Texture sil sicl c Structure Gr. Sz. Sh. 2mabk 2mabk 2mabk Consistence ml ml ml Boundary cw gw Roots 3f 2vf Soil Application Rate GPD/Ft2 *Eff#1 .6 .4 0.0 *Eff#2 .8 .6 0.0 Boring #D Boring 94.5 I Pit Ground surface elev.____ft.Depth to limiting factor.93.75Jn./elev._ft. Horizon 1 2 3 Depth In. 0-9 9-14 14-18 Dominant Color Munsell 5yr 4/2 5yr 4/4 5yr 4/4 Redox Description Qu. Az. Cont. Color f1f5yr7/1 Texture sil sicl c Structure Gr. Sz. Sh. 2mabk 2mabk 2mabk Consistence ml ml ml Boundary cw gw Roots 3f 2vf Soil Application Rate GPD/Ft2 *Efl#1 .6 .4 0.0 *EfW2 .8 .6 0.0 Boring #D BoringD Pit Ground surface elev._ft.Depth to limiting factor.Jn. / 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 *Effl»1 *Ef»2 * Effluent #1 = BOD > 306 220 mg/L and TSS > 30 s 150 mg/L * Effluent #2 = BOD, s 30 mg/L and TSS < 30 mg/L SUPERIOR PLUMBING MECHANICAL (715)278-3456 ^—eC\S .T^^- Customer Name: Jeff & Sandra Orthmann Adress: 63405 Pezderic Rd. Mason, Wl 54856 Phone #: 715-413-2120 Email: CST# 221939 Scale: 1" = 40' ^ PIN:22128 35 Acres NE SW S36 T47N R6W Town of Keystone Bayfield Co. Ht>' 4, 'i3M ^/co 6-.E «y ,?6"^l-<.v.* iv' MAv 'i f^e. -o1^\v> ^ ^ / .^ s^ <0^•^ ^- <>/< T3-/ ^ t & t fr 0 M ^n ^•r ^:^ 3S^ f^o/v\e e>^> -3^- i^^\\ ^^>0\^ (>n\^u-*»Y