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Home My WebLink About042-1085-70-035 ILVA P-AJLJ)� in SOIL EVALUATION REPORT #1950 Department of Commerce in accordance with Comm 85,Wis.Adm.Code Page 1 of 3 Division of Safety and Buildings Steel's Soil Service Attach complete site plan on paper not less than 8/2 x 11 inches in size. Plan must County St. Croix include,but not limited to:vertical and horizontal reference point(BM),direction and percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel I.D. Q ,-5 `0 Please pi Rev ed By / Dat Person ion you provide may be used fodPrivac Law,s.15.04(1)(m)). ID 71 7 A C-- Property Own --`_ Property Location ristensen, Kurt 2 2006 Govt.Lot na NE /4, SE1/4, S31,T29N, R18W Property Owner's Mailing Address of# Block# Subd.Na!!��or CSM#, �- 877 Benoy Dr ST.CROIX COUNTY na Csm cn,CV 5/-A2 G� 7 City State Zip Code Phone Num City ❑Village ❑ Town Nearest Road Hudson WI 1 54016 1 715-386-6340 Warren 1 100Th St ❑New Construction Use: ❑ Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD ❑Replacement ❑ Public or commercial-Describe: na Parent material Pitted outwash plains and Stream Terraces Flood plain elevation,if applicable na ft. General comments Conventional system, system elevation 94.90ft.Trenches spaced and depth to code 4.00ft below grade. and recommendations: ❑ Boring 1 Boring# ❑ Pit Ground surface elev. 98.90 ft. Depth to limiting factor 100 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'Eff#1 *Eff#2 1 0-6 10yr3/1 none sil 2msbk dfr Cs 2c .6 .8 2 6-15 10yr4/4 none sicl 2msbk dfr Cs 1C .4 .6 3 15-25 7.5yr4/4 none sl 2msbk mfr gw na .6 1.0 4 25-39 7.5yr4/4 none sl om na Cs na .2 .6 5 39-100 7.5yr4/4 none Is osg mvfr na na .7 1.6 Boring# ❑ Boring Z Pit Ground surface elev. 98.90 ft. Depth to limiting factor 100 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-6 10yr3/1 none sil 2msbk dfr Cs 2c .6 .8 2 6-24 10yr4/4 none sicl 2msbk dfr gw 1C .6 .8 3 24-60 7.5yr4/4 none sl 2msbk mfr gw na .6 1.0 4 60-100 7.5yr4/4 none sl/Is 2msbk mfr na na .6 1.0 ii Ll Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 mg/L 'Effluent#2=BOD5<30 mg/L and TSS<30 mg/L CST Name(Please Pint) Si re: CST Number David J. Steel 248956 Address Steel's Soil Service Date Evaluation Conducted Telephone Number 994 200th St.Baldwin,WI 54002 7/27/2006 715-760-0347 SBD-8330(R.07/00) Property Owner Christensen, Kurt Parcel ID# Pending Page 2 of 3 Boring# ❑ Boring T Z bq 5 Pit Ground surface elev. 90.90 ft. Depth to limiting factor 100 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-6 10yr3/1 none sil 2msbk dfr cs 2c .6 .8 2 6-20 10yr4/4 none Sil 2msbk dfr CS lc .6 .8 3 20-58 7.5yr4/4 none Sid 2msbk dfr gw na .4 .6 4 58-82 7.5yr4/4 none SI 2msbk na cs na .6 1.0 5 82-100 7.5yr4/4 none Is osg mvfr na na .7 1.6 1� F-1 Boring# Boring El 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/ft2 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/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 I *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-8330(R.07/00) Steel's Soil Service STEEL'S SOIL SERVICE 3 of 3 David J. Steel Kurt & Elizabeth Christensen 994 200t' St. CST-POWTSM NE1/4,SE1/4,S31,T29N,R18W Baldwin, WI 54002 Lic. #248956 Town of Warren, St Croix Co. Direct 715-760-0347 CSM Lot 5 , Fax 715-684-3449 C�M �3/!M-7 5- _'�gc C 5 YM V5 This soil evaluation was conducted to satisfy a zoning requirement,it may or may not be suitable for your use. The location of this test may or may not be as shown,as permanent lot lines were not established at the time the soil test was conducted. Legend N 1"=40' =Benchmark Ele. 100.00 ft Top of 3/4"pvc pipe • =Alt Benchmark Ele. 100.70 ft Top of 3/4"pvc pipe ❑ =Borings Boring Elevations B1 = 98.90 ft B2= 98.90 ft 90.90 ft B4= 0.00 ft -3 11170 ` \ 3U� l�t 38' r 54 �5 RECEIVED 1 illlli II '''llll lllil Illl Ililli IIII IN NOV 1 5 2001 1 9 4 4 2 ST.CROIX COUNTY 863944 SURVEYOR'S RECORD KATHLEEN H. WALSH REGISTER OF DEEDS CERTI FI Ea SURVEY MAP ST. CO., WI RECEIVVED ED FOR RECORD LOCATED IN PART OF THE SE1/4 OF THE NE1/4 AND IN PART 11/12/2007 08:OOAM OF THE NE1/4 OF THE SE1/4 OF SECTION 31, T29N, R-1 8W, CERTIFIED SURVEY MAP TOWN OF WARREN, ST. CROIX COUNTY, WISCONSIN; BEING VOL: 23 PAGE: 5475 LOT 1 OF CERTIFIED SURVEY MAP RECORDED IN VOLUME REC FEE: 13.00 LEGEND 22• PAGE 3349. COPY FEE: 3.00 ALUMINUM COUNTY SECTION PAGES: 2 CORNER MONUMENT FOUND OWNER SURVEYOR KURT AND ELIZABETH EDWIN C FLANUM • 1"O.D.IRON PIPE FOUND CHRISTENSEN NORTHLAND SURVEYING,INC. NE CORNER 847 WYLDWOOD LANE P.O.BOX 14 SECTION 31 • 1 5/16"O.D.IRON PIPE FOUND HUDSON,WI 54016 ROBERTS,WI 54023 Ey"'AG E 2 E 29q,49_ ■ 3/4"IRON REBAR FOUND DRNE 1 332.88 � grceoEl -`7 6S[_H_A OR1VE 0 3/4"X 18'IRON REBAR SET WEIGHING S Z9'2 33•OU 1 N1 O°30'39"W u1 1.50 LHS.PER LINEAR FOOT 1 47 - 332.$8 50• 8 0o ST9 2821 0 oz/GZ 79p9:?� Z ` Q ;CSC .Q� g �� LOT 3 �� W u.O $ 3 / 2.42 ACRES INP. HE s \��o 1 � � W O (SOO°09'51'W 266.53 LOT 4 t 05.260 SQ.FT t" . ¢ 800°1 O'08"VV 2.05 ACRES INC.R/W r4 GARAGE `�I I CQ►�lf�>f a 26 .28' - 1&,587 SO.FT. - - � {'3 co HOUSE �l / 'i�• O Lp 6 (N89°25'26M� 2.17 ACRES EXC.R/W v� 1+ N89_ '09-W 2.14 ACRES EXC.R/W 94,332 SO.FT, •Q1`� Q.�pTb Z O� 12.32' 97,755 SO.I-7. Of_ SHED 0 �'f -, {G " m L) (g I ,y QY u .r.+ E1/4 CORNER SECTION 31 3535E�j54.2fi / 1N8p°a2 1 j S CSI 1177° /�5 2.83. C:^111 tTJ ', EXISTING `JI 06 '1 10.80 ,.R/W 88'JOINTORNE DRIVE p; f3 I� 470,279 SQ.FT. SNOT ENSDET L 6 I \ R `�t►1 I I I X0.29 ACRES EXC.R/W "Gw-OF- 3t LU: ( j t$L O/v/ x,448,282 SO.FT. W w N O ii F- O _ - S0 S , U• � j FUN �i- UJI 3-2487A O W Im L v `O 9 AMERY W _— — — — i � ►1 co d N89°2334"E 900.71' \ • FI �I • U)i CS� • / 1 f` LOT B /„56 cl ICI OQI f�? I ■ N 10.12 ACRES INC.R/W PROPOSED - OI �I C 440,638 SQ.FT. (493.15') DRIVE OI O i 496.49 : 33.00' T- �O4 c �1? Z.) 9.91 ACRES EXC.R/W 889°34'1 O"E 529°49' v i' 1 of 431,732 SO.F7. S,� I ^ (N89°43'04"E) co �t 1 6/16.O.D.IRON PIPE 1 FOUND S&5°51'021N 3.21 I _ — - so 50'BUFFER FROM WETLAND FEET FAOM FOUND RESAR F — ✓� O FRINGE BOUNDARY d (LOT, 0 _ - �' - ----- ItD�z O ----ono —- dodo �oQ N d04 4 PER ST.CROIX COUNTY W_g pQ� _ `zT64 p. r a w Q ZONING ALL LOTS ARE N ? J UUfi 1 m' SUBJECT TO SHORELAND N I o°�) ZONING.CONTACT THE r O 1 I ZONING OFFICE IN p �O4�- 1 5116.O-O.IRON PIPE I .� , G FOUND SOW41-17 W 3.33 REGARDS TO FEET FROM FOUND RESAR o REQUIREMENTS FOR Z (589°43'04"1N) 16 o [l, BUILDING. N89°34'1 0"W 529.49' m �t �I 493.18 00° Z S89°32'56"E 958.39' SCALE IN FEET 1" = 200' SOUTH LINE OF THE NEt/4 OF THE SE1/4 200 0 200 M[vJII�C44D C�QG7D� I" °7 '22"E , THIS INSTRUMENT DRAFTED BY MICHAEL ERICKSON f 1 4PP NO.06-84 DATE 08-16-07 DWG CSM 11 SHEET 1 OF 2 SHEETS SE CORNER J StCTION 31 Vol. 23 Page 5475 I �I I' �� 1'd - IM" e r IN ME1111, ram, !zkg WA a Parcel #: 042-1085-70-035 04/14/2008 09:02 AM PAGE 1 OF 1 Alt. Parcel#: 31.29.18.479B-23 042-TOWN OF WARREN Current X ST. CROIX COUNTY,WISCONSIN Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type 11/12/2007 00 0 Tax Address: Owner(s): O=Current Owner, C=Current Co-Owner O-CHRISTENSEN, KURT&ELIZABETH KURT& ELIZABETH CHRISTENSEN 847 WYLDWOOD LN HUDSON WI 54016 Districts: SC=School SP=Special Property Address(es): '=Primary Type Dist# Description "650 100TH ST SC 2422 ST CROIX CENTRAL SP 1700 WITC Legal Description: Acres: 10.800 Plat: 5475-CSM 23-5475 042-07 SEC 31 T29N R18W PTS SE NE&NE SE PT Block/Condo Bldg: LOT 05 CSM 22-5349 LOT 1 BEING LOT 5 CSM 23-5475 Tract(s): (Sec-Twn-Rng 401/4 1601/4) 31-29N-18W SE NE 31-29N-18W NE SE Notes: Parcel History: Date Doc# Vol/Page Type 12/07/2007 865325 WD 11/12/2007 863944 23/5475 CSM 01/31/2007 843595 22/5349 CSM 01/23/2007 843067 QC more.- 2008 SUMMARY Bill#: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 11/14/2007 Description Class Acres Land Improve Total State Reason Totals for 2008: General Property 0.000 0 0 0 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 SOIL EVALUATION REPORT #1949 Department of Commerce in accordance with Comm 85,Wis.Adm.Code Page 1 of—3 Division of Safety and Buildings Steel's Soil Service Attach complete site plan on paper not less than 8'/z County x 11 inches in size. Plan must St. Croix include,but not limited to:vertical and horizontal reference point(BM),direction and percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel I.D. Pending Please print all information. Revi ed By Date Pers ation you provide m ses(P ivacy Law,s.15.04(1)(m)). D Property 0 / �1-� Property Location ristensen, Kurt P Govt.Lot na NE1/ , SE1/4, S31,T29N, R18W Property Owner's Mailing Addre Lot k Block# Subd.Name or CSM# 877 Benoy Dr 5 na Csm City ate bVaaWXK9Mmbe ❑ City []Village [] Town Nearest R ad / Hudson to Warren 65Th Ave ❑ New Construction Use: ❑ Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD ❑Replacement ❑ Public or commercial-Describe: na Parent material Pitted outwash plains and Stream Terraces Flood plain elevation,if applicable na ft. General comments Conventional system, system elevation 93.05ft.Trenches spaced and depth to code 5.75ft below grade. and recommendations: ❑Boring# Ground surface elev. 98.80 ft. Depth to limiting factor 110 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-6 10yr3/1 none sil 2msbk dfr cs if .6 .8 2 6-27 10yr4/4 none Sid 2msbk dfr cs na .4 .6 3 27-41 7.5yr4/4 none scl 2msbk mfr gw na .4 .6 4 41-56 7.5yr4/4 none Is osg mvfr gw na .7 1.6 5 56-110 7.5yr4/4 none grcos osg ml na na .7 1.6 IT]Boring# Z Ground surface elev. 98.80 ft. Depth to limiting factor 110 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-6 10yr3/1 none sil 2msbk dfr cs is .6 .8 2 6-26 10yr3/2 none sil 2msbk dfr cs na .6 .8 3 26-57 10yr4/4 none sicl 2msbk dfr cs na .4 .6 4 57-110 7.5yr4/4 none sl 2msbk mfr na na .6 1.0 irAi i *Effluent#1 =BODS>30<220 mg/L and TSS>30<150 g/L *Effluent#2=BOD5<30 mg/L and TSS<30 mg/L CST Name(Please Print) Sign e' CST Number David J. Steel "" 248956 Address Steel's Soil Service Date Evaluation Conducted Telephone Number 994 200th St.Baldwin,WI 54002 7/27/2006 715-760-0347 SBD-8330(R.07/00) Property Owner Christensen, Kurt Parcel ID# Pending Page 2 of 3 3 El 5,�s ►xj5 Boring# ❑ Ground surface elev. 96.80 ft. Depth to limiting factor 110 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-10 10yr3/1 none sil 2msbk dfr cs 1c .6 .8 2 10-21 10yr4/4 none sil 2msbk dfr cs 1c .6 .8 3 21-37 10yr3/2 none sicl 2msbk dfr cs if .4 .6 4 37-60 10yr4/4 none Sid 2msbk mfr gw na .4 .6 5 60-73 7.5yr4/4 none Is osg mvfr cs na .7 1.6 6 73-110 7.5yr4/4 none / grcos osg ml na na .7 1.6 F-1 Boring# ❑ De Depth to limiting factor ❑ Ground surface elev. ft. P 9 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 ❑ Boring# ❑ Ground surface elev. ft. Depth to limiting factor in. ❑ Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *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-8330(R.07/00) Steel's Soil Service STEEL'S SOIL SERVICE 3 of 3 David J. Steel Kurt & Elizabeth Christensen 994200 th St. CST-POWTSM NE1/4,SE1/4,S31,T29N,R18W Baldwin, WI 54002 Lic. #248956 Town of Warren, St Croix Co. Direct 715-760-0347 CS of 4 K LO'- 5 C��/t l qV / Fax 715-684-3449 This soil evaluation was conducted to satisfy a zoning requirement,it may or may note suitable for your use. The location of this test may or may not be as shown,as permanent lot lines were not established at the time the soil test was conducted. Legend N 1"=40' =Benchmark Ele. 100.00 ft Top of 3/4"pvc pipe • =Alt Benchmark Ele. 99.95 ft Top of 3/4"pvc pipe '` ❑ =Borings Boring Elevations B1 = 98.80 ft 6 — � 6 B2= 98.80 ft B3 = 96.80 ft �`� 6 �, .•z B4= 0.00 ft 35' �3 $� 4 F3 , 5 i emo N11V Int OAF �� I