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4. Wisconsin Department of Commerce VALUATION REPORT Page I of 3 Division of Safety and Buildings IVE ce with Comm Wis. Adm. Code Attach complete site plan on pap not less than 8-1/�x txl li0ches in ize.Plan must County ST.CROIX include,but not limited to:vertical nd horizontal releMindeip``dd ctio nd Parcel I.D. percent slope,scale or dimension north arrow,and location is to res f Please rintWl' NTY eviewed b Date Personal information you provide may used NING es rivacy a Property Owner Property Location NORTH DAKOTA STATE UNIVERSITY c/o Leo Beskar GGA_Let ---SE- 1/4 NW 1/4 S 11 T 28 N R 19 EE((or)© Property Owner's Mailing Address Lot# Blodc# Subd. Name or CSM# /, zb7� Rodli,Beskar,Boles&Krueger SC,219 N.Main Street 2 --- Hills of Troy L City State Zip Code Phone Number ___ ity 0 Village ■ Town Nearest Road River Falls, WI 1 54022 ( 715) 425-7281 Coulee Trail QNew Construction UseE] Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD nReplacement E] Public or commercial-Describe: Parent material loess over till Flood Plain elevation if applicable NA ft. General comments Mound System--.92 ft.sand fill--0.6 loading rate--plow depth 12" and recommendations: %V� �l� C�� Sys ahem- �Qahrru� (If pre-treatment-below ground drip-irrigation system--0.8 loading rate) ❑ Boring# Boring Q Pit Ground surface elev. 1076.22 ft. Depth to limiting factor 25 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDKf in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-7 1OYR3/2 - sil 3f-msbk&gr mvfr as 2vf-m 0.6 0.8 2 7-16 10YR3/4 sil 3fabk mfr cs lvf-m 0.6 0.8 3 16-25 7.5YR4/4 sl lmsbk mfr gb lvf-m 0.4 0.7 4 25-30 -- "" lsbr -- - FB Boring# E] Boring 9 1076.00 26 Q Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Fl? in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-4 10YR3/2 - sil 2fgr&sbk mvfr as 2vf-m 0.6 0.8 2 4-8 10YR3/2 - sil 2fgr&sbk mfr as lvf-m 0.6 0.8 3 8-17 1OYR4/4 - sil 2fabk mfr as 1 of-f 0.6 0.8 4 17-26 7.5YR4/4 - fls lmsbk mfr as lvf-f 0.2 0.6 5 26-34 7.5YR4/4 c2f7.5YR3/4 fsl Om mfr -- lvf-f 0.2 0.5 Some gr in all horizons. *Effluent#1=BOD >30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BODS<30 mg/L and TSS<30 mg/L CST Name (Please Print) nature CST Number Mary Jo Hollister (_ 1 224832 Address Date Evaluation Conducted Telephone Number W9875 690th Avenue, River Falls, WI 54022 05-05-05 (715)426-1775 Property Owner NDSU(Lot 2) Parcel ID# (Pending) Page 2 of 3 a Boring#Boring 1078.55 31 Q pit Ground surface elev. ft. Depth to limiting factor in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-13 10YR3/2 -- sil 2fgr&a&sbk mvfr cb 2vf-m 0.6 0.8 2 13-24 10YR3/4 -- sil 3fabk mfr as lvf-m 0.6 0.8 3 24-31 1 7.5YR3/4 -- sl lfabk mfr as lvf-f 0.4 0.7 4 31-39 7.5YR4/4 f2f 7.5YR3/4 fsl Om mfr -- -- 0.2 0.5 Horizons 3&4 have some gr;few cobbles; one stone; Horizon 1 has some lmpl. FBoring# U Boring a pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 Boring# El Boring Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 I *Eff#2 *Effluent#1 =BODS>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BODS<30 mg/L and TSS<30 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 TTY 608-264-8777. SBD-8330Test(R.09/00) • ° Plot Plan for Hills of Troy Page 3 of 3 Town of Troy, S. Croix County, Wisconsin Lot ? 1.9.9 = 40 ft Legal Description 5e'w QF'ZUC- NW)14, 2 ft contours Rirlwi Backhoe pi o M / B-28 \ BEN H MARK: fiL IO�G i •TjQP 1/4" \'\\ (ELEVATION = Ids .4! \ B-2A EL : —2C 65, l BENCH MARK: ® EL �q• OP OF 1 1/4" i : IR N PIPE C ELEV`A`TI,ON =1x17.01 e art®r �