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Home My WebLink About191-1020-30-000 Wisconsin Department of C SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Building _�► 2not rel ice with Comm 85,Ws. Adm. Code County ST.CROIX Attach complete site plan on p s than 81/2 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. -7- Please print all information. Revie by Date Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). 10 1 (V/Z o Property Owner Property Location RICHARD KROHN(Buye Schaffarts) Govt.Lot ----NW 1/4 SE 1/4 S 5 T 29 N R 15 E(or)W . Property Owner's Mailing Address Lot# Block 4# Subd.Name or CSM# 652 Badlands Road -- - (Pending) City State Zip Code Phone Number []City (E]Village 9 Town Nearest Road Hudson, WI 1 54016 ( 715) 377-8207 US Hwy. 12 New Construction Use[D Residential/Number of bedrooms 3 or 4 Code d`' d design rate 450 or 600 GPD Replacement Public or commercial-Describe: Parent material loess over till Flood Plain elevation if applicable NA ft• General comments FRECE11WEDIsyste --0.50 ft.sand fill--0.6 loading rate and recommendations: 8 2007 Boring ST.CROIX COUNTY / Boring# J Q pit Groun Depth to limiting factor 30 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots PDlff in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'E11#1 I "Eff#2 1 04 10YR3/2 - sil 3fgr mvfr cs 3vf-co 0.6 0.8 2 4-11 10YR3/2 sil 2fgr mfr as 2vf-co 0.6 0.8 3 11-19 10YR3/4 sil 2fabk mfr cs lvf--m 0.6 0.8 -- 4 19-30 10YR3/4 sil 2mabk mfr as lvf-f 0.6 0.8 5 30-36 10YR3/4 c2f l0YR4/6&l0YR6/1 sil lmabk mfr -- lvf-f 0.4c 0.6 Horizons 3-5 have si cts. F21 Boring# Boring 97.10 33 vi ■] pit Ground surface elev. ft. Depth to liming 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 1 0-3 10YR3/2 - sil 2fgr mvfr cs 3vf-co 0.6 0.8 2 3-9 10YR3/2 -- sil 2fgr&abk mfr as 2vf-co 0.6 0.8 3 9-14 10YR4/3 - sil 2fabk mfr cs 2vf-m 0.6 0.8 4 14-33 10YR3/4 - sil 2mabk mfr as lvf-m 0.6 0.8 5 33-40 10YR3/4 c2f 10YR4/6&10YR6/1 sil lmabk mfr -- lvf-f 0.4c 0.6 'Effluent#1=BOD >30:5 220 mg/L and TSS>30:5 150 mg/L `Effluent#2.=BOD <30 mg/L and TSS<30 mg/L CST Name(Please Print) Si re CST Number Mary Jo Hollister ollister's Soil Testing&Design) 224832 Address Date Evaluation Conducted Telephone Number W9875 690th Avenue,River Falls,WI 54022 06-02-07 (715)426-1775 Property Owner KROHN,Richard(Buyer:Schaffarts) Parcel ID# (fending) Page 2 of 3 a Boring# ❑ Boring 98.32 30 Pit Ground surface elev. ft. Depth to limiting factor in. EsoilApplication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. I *Eff#1 'Eff#2 1 0-3 10YR3/2 -- sil 3fgr mvfr cs 3vf-co 0.6 0.8 2 3-9 10YR3/2 _ sil 2fgr&abk mfr as 2vf-co 0.6 0.8 3 9-12 10YR4/3 -- sil 2fabk mfr cs lvf-m 0.6 0.8 4 12-30 10YR3/4 -- sil 2f-ma&sbk mfr cs lvf-m 0.6 0.8 30-33 7.5YR4/4 c2f 7.5YR4/6 sl Om mfr 0.2 0.7 r I I T—I 5 -- -- 1-1 Boring# 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 *Eff#2 Boring ❑ Boring# Ground surface elev. ft. Depth to limiting factor in. Pit Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 *Effluent#1 =BODS>30:5 220 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.07/00) f • Plot Plan for Site and Soil Evaluation Page 3 of 3 Property Owner 1 40 f� Le g al Desc ri h-on r�►� (except where noted) E I — Backhoe pit W�5co,a s�tJ. zo pcp, North d �9b�4f \ Et,4G.Yl. TD F�wtc.e c.t�l� p§p`tl�. 13Y,Z /ap.or3' SL, s bMAI:TOP ofYZ"Pva NO* 2"A%0vf5 C-A0vfJ0 ' 3 assuµ�D wo .40 -D N i a S a Site Location: 'I QSN kj 1, X � r Parcel #: 191-1020-30-000 04/01/2008 05:05 PM PAGE 1 OF 1 Alt. Parcel#: 35.29.15.122A 191 -VILLAGE OF WILSON Current X ST.CROIX COUNTY,WISCONSIN Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type 00 0 Tax Address: Owner(s): O=Current Owner, C=Current Co-Owner O-SCHAFFART, JOURDAN C&SUZANNE R JOU RDA UZANNE R CHAFFART C-LEMAY, LINDA D LINDA EM�AY, T AL C-ROSSOW, DANIEL L 8218 1-02 ' WOODBURY MN 55125 Districts: SC=School SP=Special Property Address(es): *=Primary Type Dist# Description SC 5586 SPRING VALLEY SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 34.06 Plat: N/A-NOT AVAILABLE SEC 35 T29N R15W NW SE EXC RR&EXC AS Block/Condo Bldg: DESC 1347/495 Tract(s): (Sec-Twn-Rng 401/4 1601/4) 35-29N-15W NW SE Notes: Parcel History: Date Doc# Vol/Page Type 08/02/2007 856847 WD 08/11/1998 584835 1347/495 QC 07/23/1997 1062/610 WD 07/23/1997 990/362 LC more... 2008 SUMMARY Bill#: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 07/12/2005 Description Class Acres Land Improve Total State Reason UNDEVELOPED G5 34.060 40,800 0 40,800 NO Totals for 2008: General Property 34.060 40,800 0 40,800 Woodland 0.000 0 0 Totals for 2007: General Property 34.060 40,800 0 40,800 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch#: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Parcel #: 034-1079-40-000 04/01/2008 05:06 PM PAGE 1 OF 1 Alt. Parcel M 35.29.15.530B 034-TOWN OF SPRINGFIELD Current X ST.CROIX COUNTY,WISCONSIN Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type 00 0 Tax Address: Owner(s): O=Current Owner, C=Current Co-Owner O-SCHAFFART,JOURDAN C&SUZANNE R JOURDAN ANNE R SCHAFFART C- LEMAY, LINDA D LINDA EMAY,E L C- ROSSOW, DANIEL L 8218 L WOODBURY MN 55125 Districts: SC=School SP=Special Property Address(es): '=Primary Type Dist# Description SC 5586 SPRING VALLEY SP 0100 CHIP VALLEY VOTECH ,kupf-D?scription: Acres: 13.750 Plat: N/A-NOT AVAILABLE SEC 3 29N R15W 13.75A ALL THAT PT OF Block/Condo Bldg: LYING S OF A LN COM 40 RDS N OF SE N 60 DEG W 18 RDS, TH S 80 DEG W Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 40 RDS, TH N 60 DEG W 18 RIDS& 19 LKS, 35-29N-15W NE SE TH S 16 RDS& 11 LKS,TH W 12 RDS TO W LN EXC RR R/W& EXC PT LYING S OF HWY 12 Notes: Parcel History: Date Doc# Vol/Page Type 08/02/2007 856847 WD 06/21/1996 545762 1186/11 QC 01/31/1994 512509 1062/610 WD 01/21/1993 494227 990/362 LC more... 2008 SUMMARY Bill#: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 06/15/2007 Description Class Acres Land Improve Total State Reason PRODUCTIVE FORST LANDS G6 13.750 48,150 0 48,150 NO Totals for 2008: General Property 13.750 48,150 0 48,150 Woodland 0.000 0 0 Totals for 2007: General Property 13.750 48,150 0 48,150 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch#: Specials: User Special Code Category Amount I' Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 i Wisconsin Department of Commerce SOIL EVALUATION REPORT Page I of 3 Division of Safety and Buildings ,.,,.�� :iin �.e with Comm 85,Wis. Adm. Code County ST.CRO1X Attach complete site plan on paper not less than 81/2 x 11 inches in size.Plan must include,but not limited to:vertical and horizontal reference point(BM),direction and Parcel I.D. (pHpjB percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Please print all information. Reviewed Date Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). Zkp 7 Property Owner Property Location RICHARD KROHN(Buyer: Daniel Rossow& i=LeMay) Govt.Lot----1`1W 1/4 SE 1/4 S 5 T 29 N R 15 E❑(or)W Property Owner's Mailing Address Lot# I Block# I Subd.Name or CSM# 652 Badlands Road -- (Pending) City State Zip Code Phone Number []City a Village Town Nearest Road Hudson, WI 1 54016 ( 715) 377-8207 US Hwy. 12 ❑ New Construction UseE] Residential/Number of bedrooms 3 Code derive-& rate 450 GPD ❑Replacement ❑ Public or commercial-Describe: Parent material lalles--:11 Flood Plain elevation if applicable NA ft. General comments RECLIVIt Mou id System--0.75 ft.sand fill--0.4 loading rate and recommendations: JUN 1 8 2007 FT] Boring# ❑ Bori El Pit round surface elev. 99.62 ft. Depth to limiting factor 30 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDfif in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-4 10YR3/2 sil 3fgr mvfr cs 3vf-co 0.6 0.8 2 4-10 10YR3/2 - sil 2fgr&abk mfr as 2vf-co 0.6 0.8 3 10-14 10YR4/3 sil 2fabk mfr cs lvf-m 0.6 0.8 4 14-30 10YR3/4 sil 2f-mabk mr as lvf-f 0.6 0.8 5 30-36 10YR3/4 c2f 10YR4/6&10YR6/2 sil lmpl mfr I -- -- 0.4c 1 0.6 2 Boring# Boring 97.10 27 0 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 1 0-4 10YR3/2 sil 2f-mabk mfr as 3vf-co 0.6 0.8 2 4-11 10YR3/2 -- sil 2fgr mfr as 2vf-co 0.6 0.8 3 11-14 10YR4/3 - sil 2fabk mfr cs 2vf-m 0.6 0.8 4 14-27 10YR3/4 — sil 2f-ma&sbk mfr as lvf-m 1 0.6 0.8 5 27-31 10YR3/4 f2f 10YR4/6 sil lmpl mfr as lvf-f 0.4c 0.6 6 31-34 7.5YR4/4 c2d 7.5YR4/6 sl Om mfr -- -- 0.2 0.6 *Effluent#1 =BOD >30:5 220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD <30 mg/L and TSS<30 mg/L CST Name(Please Print) �Mre CST Number Mary Jo Hollister Hollister's Soil Testing&Design) ° 224832 Address Date Evaluation Conducted Telephone Number W9875 690th Avenue,River Falls,WI 54022 06-02-07 (715)426- 1775 Property owner KROHN,Richard(Buyer: Rossow) Parcel ID# (Pending) Page 2 of 3 Boring F 3 Boring# pit Ground surface elev. 9832 ft. Depth to limiting factor 32 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. I *Eff#1 *Eff#2 1 0-4 10YR3/2 -- sil 3fgr mvfr cs 3vf-co 0.6 0.8 2 4-8 10YR3/2 -- A 2fgr&abk mfr as 2vf-co 0.6 0.8 3 8-14 10YR4/3 -- A 2fgr&lmpl mfr cs lvf-m 0.4 0.6 4 14-32 10YR3/4 -- sil 2f-mabk mfr aw lvf--f 0.6 0.8 5 32-36 7.5YR4/4 c2d 7.5YR4/6 sl Orr► mfr -- -- 0.2 0.6 Boring F-1 Boring# Pit Ground surface elev. ft. Depth to limiting factor in. -50-i—lAppycation 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 F-1 Boring 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 *Eff#2 *Effluent#1 =BODS>30<220 mg/L and TSS>30:5 150 mg/L *Effluent#2=BOD,<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(FL07/00) 1 ' Plot Plan for Site and Soil Evaluation Page 3 of 3 Property Owner -RtckAA?- O}+•J (bWxv s; -bfo mt- RD'sso\,) UNof� ��M�v� I" = 40 ft Legal Description N v,lig of Tti& sE�y, s mss, (except where noted) ZzaN. K(Sw, ViQL-,AQp- jp�- WI+Z-5,00 s� •L �� cvw,r�Y� � =Backhoe pit W�s�.pu si1J. A-P:P RDI. zo ,Acp-' North 2-1'�P OF �VLi p1DE Q4 2b� $per ou►�_ .(off' FtigonE�' APJP"X. ZZO' 7L C3 &3 F-L9%ZX E*S.T ume U �O o WJD a� m n6� #im�SSU�IM�o� o•�� t 'd C x • V N � Site Location: SEC-3s �x