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Wisconsin Department of Safety and Professional Services �(� l — f R Lj <br />Division of Industry Services <br />SOIL EVALUATION REPORT Page I of 4 <br />in accordance with SPS 383, Wis. Adm. Code <br />County BURNETT <br />Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must <br />include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. 07-020-2-40-16-5 15-651-023000 <br />percent slope, scale or dimensions, north arrow, and location and distance to nearest road. <br />Please print all information. Reviewed by Date <br />Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). .X �• /L •/ <br />Property Owner Property Location <br />GREGORY A. & MARY JO HUPPERT Govt. Lot ---- 1/4 1/4 S 16 T 40 N R 16 E (oO)W <br />Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# <br />28497 King Arthur's Ct. 13 -- Oakland Shores <br />City State Zip Code Phone Number aity ❑ Village Town Nearest Road <br />Danbury, WI 1 54830 ( 715 ) 426 - 1775 King Arthur's Ct. <br />ENew Construction UseF] Residential / Number of bedrooms Code derived design flow rate IO GPD <br />Replacement F1 Public or commercial - Describe: <br />Parent material sandy outwash Flood Plain elevation if applicable NA ft. <br />General comments <br />and recommendations: Garage bathroom <br />Boring # U Boring <br />n.Pit Ground surface elev. 97.10 ft. Depth to limiting factor >65 in. <br />Soil Application Rate <br />Horizon <br />Depth <br />in. <br />Dominant Color <br />Munsell <br />Redox Description <br />Qu. Sz. Cont. Color <br />Texture <br />Structure <br />Gr. Sz. Sh. <br />Consistence <br />Boundary <br />Roots <br />GPD/fF <br />'Eff#1 <br />-Eff#2 <br />1 <br />0-10 <br />1OYR2/2 <br />sl <br />2f-msbk <br />mvfr <br />cs <br />3vf-co <br />0.6 <br />1.0 <br />2 <br />10-38 <br />7.5YR4/4 <br />Is <br />Osg <br />ml <br />gs <br />I of m <br />0.7 <br />1.6 <br />3 <br />38-65 <br />7.5YR3/4 <br />s <br />Osg <br />ml <br />__ <br />__ <br />0.7 <br />1.6 <br />few cobs, <br />some pockets of'gr <br />F2 Boring # u Boring 96.60 62 <br />0 Pit Ground surface elev. ft. Depth to limiting factor in. <br />Soil Application Rate <br />Horizon <br />Depth <br />in. <br />Dominant Color <br />Munsell <br />Redox Description <br />Qu. Sz. Cont. Color <br />Texture <br />Structure <br />Gr. Sz. Sh. <br />Consistence <br />Boundary <br />Roots <br />GPD/ff <br />'Eff#1 <br />'Eff#2 <br />1 <br />0-14 <br />1OYR2/2 <br />sl <br />2f-msbk <br />mvfr <br />cs <br />3vf-co <br />0.6 <br />1.0 <br />2 <br />14-37 <br />7.5YR3/3 <br />Is <br />Osg <br />ml <br />gs <br />2vf-m <br />0.7 <br />1.6 <br />3 <br />37-62 <br />7.5YR3/4 <br />s <br />Osg <br />ml <br />-- <br />__ <br />0.7 <br />1.6 <br />few cobs; <br />some gr <br />Effluent #1 = BOD5 > 30 < 220 mg/L and TSS >30 < 150 mg/L ` Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L <br />CST Name (Please Print) Sig CST Number <br />MARY JO HUPPERT Hollister's Soil Testin &Desi nhll7 224832 <br />Address Datb EAluation Conducted Telephone Number <br />28497 King Arthur's Court, Danbury, W1 54830 04 - 08, 2019 715-426-1775 <br />SBD-8330 (1107/13) <br />