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Home My WebLink About042-1039-40-020 (3) V1k4. *� Department of #171 SOIL EVALUN REPORT R Safety and in accordance with w S.Adm.Code Page 1 of 4 Professional Services �/�/�O Schmitt Soil Testing,Inc. �-°`'� County Attach complete site plan on paper not less than 8%x 11 inches in sif��Plaflryu t St. Croix include,but not limited to:vertical and horizon ference point(BM),direcchhbbrr/a' f percent slope,scale or dimensions,north o d location and di nce to near (> ad. Parcel I.D. Part of:042-1039-40-00(r' 026 Pleas .n�llll rmadon. CR01X Cp0N]y R 'awed Dat Personal information you provi ay for ndary purposes(Privacy Law,s.15.04(1) Property Owner Property Location Brzozowski,Wesley Govt.Lot SW1/4, NW1/4,S15,T29N, R18W Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# q 809 Grandview Drive 2 CS `7 / City State Zip Code Phone Number City ❑Village ,- Town Barest Road Hudson I Wl 54016 1 715-497-7432 Warren 1 120Th St. Z New Construction Use: Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD L]Replacement ❑ Public or commercial-Describe: Parent material Glacial Till (Jewett Silt Loam) Flood plain elevation,if applicable NA ft. General comments Area is suitable for a mound system. System elevation is 94.71'based off a contour line established at 93.71'. Depth to limitng and recommendations: factor is 24". Slope of area is 4%. F-11 ❑Boring Boring# Pit Ground surface elev. 94.31 ft. Depth to limiting factor 25 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 0-11 10yr3/2 none sil 2mgr mfr as 2vf 0.6 0.8 2 11-25 10yr4/4 none sicl 2fsbk mfr gw 1vf 0.4 0.6 3 25-38 7.5 r4/6 cid 7.56/6/6 y 7.56/6/2 grsl 1msbk mfr gw ------ 0.4 0.7 4 38-60 7.5yr5/6 c2d 7.5yr6/8 sl Om mfr gw ------ 0.2 0.6 7.5yr6/1 5 60-96 5yr4/4 c2d 7.5yr6/8 sl Om mf ---- ------ 0.2 0.6 7.5yr6/2 a Boring# Boring Pit Ground surface elev. 94.31 ft. Depth to limiting factor 24 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 0-9 10yr3/2 none sil 2mgr mvfr as 1vf 0.6 0.8 2 9-17 10yr4/4 none sil 2fsbk mfr gw 1vf 0.6 0.8 3 17- 10yr4/6 none scl 2msbk mfr gw 1vf 0.4 0.6 4 24-80 2.5yr4/6 c1d 7.5yr6/8 fsl Om mfi ---- ------ 0.2 1 0.5 7.5yr6/2 Effluent#1 =BOD?30<220 mg/L and TSS>30<150 mg/L "Effluent#2=BODS s30 mg/L and TSS s.30 mg/L CST Name(Please Print) Signature: CST Number Thomas J. Schmitt 227429 Address Schmitt Soil Testing,Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond,WI 54017 6/28/2013 715-760-1978 SBD-8330(R.07/00) Property Owner Brzozowski,Wesley Parcel ID# Part of: 042-1039-40-000 Page 2 of 4 Boring F Boring# pit Ground surface elev. 92.81 ft. Depth to limiting factor 24 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-12 10yr3/2 none A 2mgr mvfr as lvf 0.6 0.8 2 12-16 10yr4/4 none sil 2fsbk mfr gw ivf 0.6 0.8 3 16-24 10yr4/6 none scl 2msbk mfr gw 1vf 0.4 0.6 4 24-84 2.5yr4/4 c1d 7.5yr6/8 fsl Om mfi ---- ------ 0.2 0.5 7.5yr6/2 F Boring 4 Boring# pit Ground surface elev. 83.41 ft. Depth to limiting factor 29 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. I *Eff#1 *Eff#2 1 0-12 10yr3/2 none A 2mgr mvfr as 2vf 0.6 0.8 2 12-29 10yr4/4 none sicl 2msbk mfr gw ivf 0.4 0.6 f 29-57 7.5 r4 4 c1d 7.5yr6/6 sl imsbk mfr 3 Y / 7 9w ------ 0.4 0.7 .5yr5/2 4 57-84 5yr5/6 c2d 7.5yr6/8 sl Om mfi ---- ------ 0.2 0.6 7.5yr5/2 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/ft' in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#t *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) Schmflt Sod Tes",Inc. Page 3 of 4 Conducted by: Conducted For: Schmitt Soil Testing, Inc. Name: Wesley Brzozowski Thomas J. Schmitt, CST 227429 Address: 809 Grandview drive 1595 72nd St. City, State, Zip: Hudson,WI 54016 New Richmond, WI 54017 Phone: 7 -1978 Site Address: 961 120th St.Roberts,WI 54023 Signatur '�- __ Lot No. : 2 Date v2 '-- / Legal Description: SW1/4 NW1/4 S15 T29N R18W S Backhoe Pit Township, County: Warren,St Croix County j Bench Mark 1 El. 100.00'Top of PVC pipe next to SE lot corner. A Bench Mark 2 El. 101.17'Top of ground at NE lot corner. Slope= 4% Contour Line El. 93.71' Contour Length 100' 1"=40' N Pit Elevations: B1: 94.31' 132: 94.31' 133: 92.81' AJ i I /V11 rL. q3, Alp A dob A[ 37. By 3so'� Q r ?� ' g I III f s stZ VNM a ' � 1x3# x C ,2 oq� _44 IN E7 i 1 f•^ ilk + Psf. ":s 1� A ti CERTIFIED SURVEY MAP LOCATED IN PART OF THE SW1/4 OF THE NW-1/4 OF SECTION 15,T29N,R18W, TOWN OF WARREN,ST.CROIX COUNTY,WISCONSIN. PREPARED FOR: SURVEYOR: WES BRZOZOWSKI DOUG ZAHLER 809 GRANDVIEW DRIVE S&N LAND SURVEYING 2920 HUDSON,WI 54016 ENLOE ST.SUITE 101 HUDSON,WI 54016 Each Parcel shown on this map is subject to State, LEGEND County and Township laws,rules and regulations W FOUND ALUMINUM COUNTY SECTION O (i.e.,wetlands,minimum lot size,access to parcel, e W 0' etc.)Before purchasing or developing any parcel CORNER MONUMENT ;8u o contact the St.Croix County Zoning Office and SET 1"OUTSIDE DIAMETER BY 18" Z o o the Town of Warren for advice. O LONG IRON PIPE,WEIGHING 1.13 LBS. =g PER LINEAR FOOT LL Z w EXISTING FENCE Z N NW CORNER =+0°Z W SECTION IS I �°a SCALE:: 1" 150' 3 O o z W N 19, \��pQ 150 Ts o tso mg iW S89 50'00"E 195.00' 1 9.0 I 145.92 45' 45' v g g c S�89�°50'0 0�" E 339.00' I i0I yp I I SEP-TA- z IHOU'S1 IL-JJ DARAGE I EIZ nor' J A N y, O Ib I 1N DRN_EWAY _�� / I g LOT 3 IM IZ Z I w 298,894 SO.FT.(6.86 AC.)TOTAL `�o g°o � 267,8965Q.FT.(6.IS AC)EXCLUDING R/W C? I _ C o o 'y r– -I I� Io I ( I I I og A m m I� I SHED i o I� Im I�u jjs W Im a ID I� OON I� O D I W° 47.14' a O "E 534.07' 0 N89 13 36 I tip I 486.93' W 98,010 SO.FT.(2.15 AC.)TOTAL I m 89,263 SQ.FT.(1.05 AC.)EXCLUDING R/W m I A N LOT 2 I pA�9 3.23 N89'13'36"E 534.07' 480.84' 60' 60'� 1 Old„w LOT 1 Z N W $ 108,8985Q.FT.(2.50AC)TOTAL o DI c 96,6375Q.FT.(2.21 AC.)EXCLUDING R/W O_ N EAST-WEST 114 UNE 4' — — 0.97' 473.10' S89°13'36"W 534.07' W114 CORNER I 65' SECTION 15 UNPLA`1 TEDD LAND DRAFTED BY: DOUG7AHLER PROJECT:#7192-01 DATE:6/27/13 SHEET 1 OF 2 Parcel #: 042-1039-40-020 03/13/2014 02:14 PM PAGE 1 OF 1 Alt. Parcel M 15.29.18.231 B-20 042-TOWN OF WARREN Current 1X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type #of Units 08/26/2013 00 0 Tax Address: Owner(s): O=Current Owner, C=Current Co-Owner O-BRZOZOWSKI, WESLEY WESLEY BRZOZOWSKI 961 120TH ST ROBERTS WI 54023 Property Address(es): '=Primary "957 120TH ST Districts: SC = School SP=Special Type Dist# Description SC 2422 SCH D ST CROIX CENTRAL SP 1700 WITC Notes: RETIRED 2013 042-1039-40-000 FOR CSM 26-5956. NEW FOR 2014 LOT 1 042-1039-40-010; LOT 2 042-1039-40-020; Legal Description: Acres: 2.250 LOT 3 042-1039-40-030. SEC 15 T29N R1 8W PT SW NW LOT 02 CSM 26-5956 Parcel History: Date Doc# Vol/Page Type 08/26/2013 984739 26/5956 CSM 04/06/2005 791536 27791005 WD Plat: "=Primary Tract: (S-T-R 40%160'/) Block/Condo Bldg: 5956-CSM 26-5956 042-2013 15-29N-18W SW NW LOT 02 2014 SUMMARY Bill M Fair Market Value: Assessed with: 0 Valuations: Last Changed: 02/12/2014 Description Class Acres Land Improve Total State Reason Totals for 2014: General Property 0.000 0 0 0 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch M Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00