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Wisconsin Department of Safety and Professional Services ^ �J+� ���o O <br /> Division of Industry Services l• O <br /> SOIL EVALUATION REPORT Page ► of <br /> in accordance with SPS 383,Wis- Adm. Code County BURNE'1"f <br /> Attach complete site plan on paper not less than 8 1 Q x 11 inches in size.Plan must - <br /> include,but not limited to:vertical and horizontal reference point(BM),direction and Parcel I.O. 07-028-2-40-14-07-5 15-706-088(1 O <br /> percent slope,scale or dimensions,north arrow,and location and distance to nearest road. <br /> e Date <br /> Please print all information. _ 3 <br /> Personal information you provide may he used for secondary purposes(Pnvacy Law,s t 5 t}4 t 1)tm)) <br /> Property Owner Property Location ❑ Q <br /> DEAN B. IIILGERS GovL Lot ---- 114 1M S 07 T 40 N R 14 E(or)W <br /> Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# <br /> 6980 LAKETOWN PKWY 84 -- SPRING GREEN ADDN.-10 VOYAGER <br /> City State Zip Code Phone Number ity �valage ■ own Nearest Road <br /> WACO? lA, b9N 55387 ( ) ASPEN`TERRACE <br /> oNew Construction UWE]Residential J Number of bedrooms 2 Code derived design flow rate 300 GPD <br /> ❑Replacement ® Public or commercial-Describe: <br /> ft. <br /> Parent material SANDY OUTWASII W/CLAYEY DEPOSITS Flood Plain elevation if applicable py,A <br /> General corrt"etnts GEOMAT ING ROUND TRENCH W 12"ASTM C-33 SAND—recommend lower loading rate due to a few cl <br /> and recommendations: deposits. SYSTEM ELEVATION 97.77 FT. <br /> 2nd site <br /> ❑ Boring <br /> Boring# ❑ <br /> Pit Ground surface elev. 99.44 ft. Depth to Itrimb tg factor 45 in. Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM <br /> Gr.Sz.Sh. 'Etf#1 'Eff#2 <br /> in Munsell Qu.Sz. Cont.Color <br /> i 0-6 7.5YR2.52 --- Is Osu nil cs 3vf-co 0.7 1.6 <br /> Is Osu m1 gs 2%('-co 0.7 1.6 <br /> 2 6-13 7.5YR33 <br /> S Ose nil as lvf-m 0.7 L6 <br /> 3 1 5-4 5 7.5YR4'6 b <br /> 4 45-50 7.5YR4'6 htSYRa6 s Oss nil __ - 0.7 1.6 <br /> some delxnits of 5YR3:4 cl 3fahk <br /> rOUnd In shafw(not lavens) <br /> a Boring# Q Boring 99.24 44 <br /> ■ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fE <br /> in. Munsell Qu.Sz Cont.Color Gr.Sz.Sh. 'Etf#1 'Eff#2 <br /> 1 0-3 7.5YR2.5'2 h 0sg ml cs 3%f--co 0.7 L6 <br /> Is Os nil gam' 2vf-co 0.7 1.6 <br /> � 3-t6 7.S1'R3�'3 -- b <br /> 25-44 7.5'r'114'6 -- s Osg <br /> nil as I%f-m 0.7 1.6 <br /> 3 <br /> t'f 5YR4:4 S Osg nil -- - O.7 1.6 <br /> t6v depoSI S of WR3.4 cl 31ehk <br /> ound in shape trot in layers) <br /> Effluent#1=BOD >30<220 mall-and TSS>30<150 mg/L Effluent#2 D <31,mL and TSS<30 <br /> Signature. Nt�r>t)er <br /> GST Name (Please Print) l <br /> 6 egl <br /> 224832 <br /> MARY JO IiUPPE RT HOLLISTER'S SOIL_T[•:STING& DESIG (late valuation Condu✓ Telephone Number <br /> Address <br /> 25720 FIREFLY LANE.WEBSTER,WI 54891 I0 07.2022 715-426- 1775 <br /> Snl)-R330(K07r 13) <br />