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018-2021-04-000 (2)
Wisconsin Departrnent of Commerce SOIL EVALUATION REPORT of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County e54, C O ~*)4_ Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. 0 . Please print all information. Revi by Date Peesonal information you provide may be used for seconds s. 15. (1) (m)). 7 1,416 7 Property Owner A I Prope Location D2 v r n Govt. L~t '3~ 11J4 U 1 /4 S 8 T27 N R E( W Pro[Wrty Owner's Ma' Address Lot # Block # S . Name or CSM# r i C9 o/- -7 Clty late p Code P C' ❑ Village Town Nearest Road ,U wg~ i x/017 New Construction Useg Residential / Number of bedrooms - Code derived design flow rate GPD ❑ Replacement ❑ Pu is or commercial - D/~..n'be: Parent material O_ dG~?ctu Flood Plain elevation if applicable ft. General ownrnents and nrconttrendatiions: / n System Type L a ~VeI! ;4' {"f" la26--ZZ[ System Elevation. Boring # Swing F-1 I D Pit Ground surface elev. ft. Depth to limiting factor lo• Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsel Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 a-! t / 7E 3 6l0 JD l e1s rr " c~ ~ ~ 'el 7 / !1 W6 # ❑ Boring W 2-] Lr.7 F ;9 Pit Ground surface elev. ft. Depth to limiting factor in. Solt Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM ii in. Munsefl Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 t 0' r 3/2 1 c 1 c C ► a'tirrrbk 0 "1.5 `I S 1 n Q < / Effluent #1 = SOD > 30:5 220 mg/L and TbS >30 < 150 • Effluent #2 = BOD 130 mg/L and TSS < 30 rng/L CST Norma (Please Prim re CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 54017 715-246-4516 Property Owner Parcel ID # Page of Boring ❑ Boring ® # Pit Ground surface elev. ft. Depth to limiting factor Soil Application Rate horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Efr#2 i~- 3JZ 1 r., n r 0 -n C r_'! F' 5 10 ga ~o y/ © I n At, D Boring# ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Sal -Application Rate horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDHF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Ef1#2 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. " Sod Application Rate horizon 1epth Dominant Color Redox Description. Texture Structure Consistence. Boundary Roots GPDW in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 'Ef#2 ' Effluent #1 = BODS > 30 < 720 mg1L and TSS >30 1150 mglL ' Effluent #2 a BODE 130 mglL and TSS 130 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need, material in an alternate format, please contact the department at 608-266-3151 or T rY 608-2648777. sao-aocR gaor Soil Test Plot Pla Project'Name Oevering Homes LLC S n Bir Address P.O. Box 179 New Richmond Wi 54017 "M #226900 Lot 4 Subdivision Hammond Hills Estates Dat 612107 SE 1/4 S W 1/4S 8 T29 N/R17 W Township Hammond ❑ Boring 0 Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Survey Iron System Elevation 91.9/91.8/91.7 *HRpSame as Benchmark 101st. Ave Scale is 1" = 40' unless otherwise noted Please note: survey was not 383' Property Line complete at the time of testing, installer must check all setbacks prior to installation. B B-3 90' 2% SLope 5 35' 30' B-2 97' 96' 70' B.M. 287' Property Line