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Home My WebLink About002-1047-10-025 R, y 1477 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings Steel's Soil Service, Inc. ty in accordance with Comm 85, Wis. Adm. Code County Attach complete site plan on paper not less than 8%x 11 inches in size. Wan must St. Croix 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. Please print all information. Reviews Date Personal information you pr i may "u for secondary Wposes (P4,acy Law, 15.04 (1) (m)1. ~ . 1 61M'4~ Property Owner Property Location Briles, Mike Govt. Lot na SW 1/4 SW 1/4 S 20 T 29 NR 16 W Property Owner's Mailing Address Lot # , Block # Subd. Name or CSM# 1107 260th St na CSM P g City State Z p Code Phone Number City J Village a Town Nearest Road Woodville WI 54028 715=884-9003 Baldwin 80Th Ave Use: 0-Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD New Construction Replacement I Public or commercial - Describema Parent material Ridges and foot slopes of ground moraines Flood plain elevation, if applicable na General comments and recommendations: Mound design, System elevation 98.85ft based on contour line elevation 97.1 Oft a Boring # Boring 16 Pit Ground Surface elev. 97.40 ft. Depth to limiting factor 15 in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots .E ~ PD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. f, 1 10yr3/1 none sit 2msbk dfr cs 2f .6 .8 2 n8-1 10yr414 none sicl 2msbk dfr 9w 1f .4 .6 3 15-28 5yr4/4 cl d 7.5yr5/6 scl 2msbk dfr gw na .4 .6 4 28-48 5yr4/4 c2d 7.5yr5/6 scl om mfi na na .0 .0 Boring # Boring 1101 Pit Ground Surface elev. 97.40 ft. Depth to limiting factor 20 in. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. rr ~t 1 0- 10yr3/1 none sit 2msbk dfr 79W77FTlil 2 9-20 10yr4l4 none sicl 2msbk dfr f1f 7.5 r5/6 sl 2msbk dfr gw na .6 1.0 3 7.5Yr4/4 Y 4 29-48 5yr4/4 c1 d 7.5yr5/6 scl om mfi na na .0 .0 Effluent #1 = BODS> 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) I Signatur CST Number David J. Steel 248956 Address Steel's Soil Service, nc. Date Evaluation Conducted Telephone Number 994 200th St., Baldwin, WI 54002 8/12/2004 715-684-5680 .i Property Owner Briles, Mike Parcel ID # Pending Page 2 of 3 3 ] F Boring # Boring yj Pit Ground Surface elev. 96.10 ft. Depth to limiting factor 29 in. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 GEN! "Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. (n t 1 Z3-29 10yr3/1 none sil 2msbk dfr cs 1f .6 .8 10yr4/4 none sic[ 2msbk dfr gw 1vf .4 .6 3 7.5yr4/4 f1f 7.5yr5/6 sl 2msbk dfr gw na .6 1.0 F-1 Boring # - J I Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 GPD/W *Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ❑ Boring # J Boring _j Pit Ground Surface elev. ft. Depth to limiting factor in. Soli Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots 'Eff#1 P *Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. " Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L " Effluent #2 = BOD5 < 30 mg/L and TSS -S_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. Page 3 of 3 STEELS SOIL SERVICE INC. David J. Steel 994 200th St. CST-POWTSM Mike Briles Baldwin, WI 54002 Lic. #248956 SW1/4,SWl/4,S20,T29N,R16W Bus.(715) 684-5680 Town of Baldwin, St. Croix Co. Fax.(715) 684-3449 CSM Pending 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 1" = 40' ♦ =Benchmark Ele. 100.00Ft Top of 3/4" pvc pipe • = Alt Benchmark Ele. 99.95Ft Top of 3/4" pvc pipe ❑ = Borings Boring Elevations B 1 = 97.40Ft B2 = 97.40Ft B3 = 96.lOFt B4 = OO.OOFt aY( ,cQ I5' 17-7 ,o fib' 007 "-f- 36bR- FORM NO. 985-A !`!R.[VGller 78-e+0CS-4 Stock 'N 26273 VOL 19 PAGE 4905 KRATITIMM H. ALSH CERTIFIED SURVEY MAP NO. RECEIVED FOR' kECORD 01:40PM VOLUME , PAGE CERTIFIED SURVEY MAP REC. FEE: 13.00 PART OF THE SOUTHWEST QUARTER OF THEpOPY FEE: 3.00 THE SOUTHWEST QUARTER OF SECTION 20, AGES: 2 RECEIVED TOWNSHIP 29 NORTH, RANGE 16 WEST, TOWN OF BALDWIN, ST.CROIX COUNTY,WISCONSIN LOT 4 UNPLATTED ~~R r CSM 101040 LANDS AI~Ri 976.40' - - - eptic vent 1.7' S87'35'U9"E 5t a1' line sr. CROIX COUNTY SURVEYOR'S RECORD LOT 1 o 799,305 sq.ft. 785,886 sq. ft. 0 18.34 acres 18.04 acres incl. r-o-w not incl. r-o-w 0 568.73' o OUTLOT 1 S87'35'09"E N CSM 41021 PREPARED FOR: Michael Briles - LOT 2 a 1107 260thStreet 435,600 sq.ft. Woodville. WI 54028 00 U_NPLATTED 00 j„ 10.00 acres No 'C7~. LANDS cr incl. r-o-w ° Q~ > 0` cD 422,181 sq. ft. w 9.69 acres " U ~'GL not incl. r-o-w f~ soil tests a, JOEL A. soil tests * w%MT 00 •-20M 160.34' o DRAFTED BY: ato~rooocrry, -n JB SURVEYING LLC w^ Q, N87-47'36"W 966 Rustic Rd 3 o~ Glenwood City, WI 54013 S_ /R UNPLATTED J N iv rn T1 /J LANDS t..! A C11_ building setback line - - - - - - - 33.03' ZSE: i 33.03' 0 33.03' 496.00' 406.65' 406.60' - - - ~ - P.O.B. N87'38'16"W- N87'38'16"W w -80th Ave . 4 's. 60 1309.18' 11~ Southwest corner 406.60' L. Section 20-29-16 N87'38'16"W 813.20' - Found Survey Nail 'S87-38 uth 114 y LOT 1 '16"E 26 Section 20-29-16 18.38' " CSM N1843 UNPLATTED LANDS Found Survey Nag NOTE: Each parcel on this map is subject to State and County laws, rules and regulations (i.e. wetlands, minimum lot size, access to parcel, etc.)- Before purchasing or developing N any parcel, contact the St. Croix County Zoning Office for advice. LEGEND SCALE: 1" = 200' --...__Government Corner (as noted) North is referenced to the 0..........150 Iron rebar weighing 1.502 tbs./lineal f ff t 0' 200' 400' South tine of the Southwest Quarter of Section 20-29-16. e..........Found 3/4" rebar which bears S87°38'16"E (St Croix County Grid System)----Set "PK"' nail Pa9e 1 of 2 Vol 19 Page 4905 MML RECEIVED . 81m9Loi 88 APR - 6 2006 O 24-pH GE 5087 REGISTER OF DEEDS ST. CROP CO. MI ECOD 10/11/200 R12:30PN $f. CROIX COUP RVEYOR'S RE CERTIFIED SURVEY MAP SU COPY FEE: 3.00 CERTIFIED SURVEY MAP PAGES: 2 Bradley D. and Karen I. Wevers, Kaye and Michael E. Briles Located in part of the Northwest V4 of the Southwest Y4 and part of the Southwest V4 of the Southwest'/. ofseetion 20, Township 29 North, Range 16 West, Town Boldorded tin Croix County, Wisconsin, being Lots 3 and 4 of that Certified Su ey Volume 19, Page T Volume 4, Page 1040, Lot 1 of that Certified Survey Adap fl`\I WEST 114 CORNER 4905 and apart of Lot 1 of that SECTION 20, T 29 N, R 16 W Certified Survey Map recorded in BEARINGS ARE REFERENCED (FOUND COUNTY BERN7SEN a 497 o St. Croix TO THE WEST LINE OF THE ALUMINUM MONUMENT) Volume 2, ti SOUTHWEST 114 OF SECTION 20, County Certified Survey Maps. T ENO, 16,W, ASSUMED AS LC~T 3 ' -PL 4 ~ , 1 c~Rr~frEp SUj7VE~MAP LEGEND ° I V-0-OWE 3, PAGE 825 ' INDICATES 1'O.D. x 18"IRON o (R 377.947 N. LBYELOT4 328 26 O PIPE SET (MIN. WT. - 1.13 LBA.F.) 13 T C. S.M. S 87°3028• E 360.70 • INDICATES 1' IRON PIPE FOUND SCALE IN FEET 1. - 200 Q - (R= 7.30U6' E, S 8 g ~n Av S87'z722'E) ■ INDICATES 3/4"IRON REI3AR FOUND JH rVOL. 2, P. 497 8 18 8 \~4' Q 1O INDICATES 1' CLINCHED IRON PIPE 1 1 d I= iv go c., ~~\F ~Q AG~ FOUND u; 0 SECTION CORNER MONUMENT r 44, 28 _f 7°30'2a,LOT 5 as NOTED) 6.'72' ° 120.11 ~~IV INDICATES FENCELINE `A' V I 142.36'm TRINS NE~221,479 SQ. FT 84- -L T 3 OR 5.064 AC. _ NOTE-OR 4.952 p ' o o (215.727 EXC. SQ. FT. TOWN ROAD AD n R - ALL CONDITIONS, RESTRICTIONS, NOTES, ETC. LISTED ON w AC. PREVIOUS CERTIFIED SURVEY MAPS ARE APPLICABLE UNLESS j AC. E RIGHT OF WAY) 4 OTHERWISE MtlNCATED.- 34.23' 622.78 3 -SOIL TESTS ARE ON FILE FOR LOT 7 AT THE ST. CROIX COUNTY DRWY. 7° 3028' E 657.01 , WR= S E7.30'P6^ E) No 8 ZONING OFFICE. 1 }W., , a' c_pVl jr _ y~ -cr Z 'S.. DWELL Cj $CC `aO 2 Q O 3 G'OLE T~. y TIC I SHED UNPIATTED La6~1L7S 1 z AREA _ Of O LLmI S- UNE LOT 4 S. LhNE NWU4SW114 S 67°35'09' E 654.76' 3 CL'• _ SW CO '34.09' ~3303''94' ~ N. LINE LOT 1 LOT 4 = -M) J 7°'09' W 5.03' I I WR Ner3ras- w) LQT h CONTAINS 581,497 SQ. FT. OR 13.349 AC. W2-, I I _ (574,842 SQ. FT. OR 13.197AC. EXCLUDING TOWN ROAD RIGHT OF WAY) 1 z i 33-1 o W ~ ~ ua v O' W LOT 1 m o o 19 z: crI I C.S.M. ML. Mr N 87°35'09' w 975.34' J~ 3 Z o 2, 568.73' 406.61 : o O~ I I N. LINE LOT 2 d $ N I , I P._572 ~ ~ ~p•(~ Q 4P~Fr4°~' z vx ~ a I . Z; IiI"I O DATED: SEPTEMBER 28, 2005 Z `SGONS,• m m m N N LOT 7 ° I I- s o $ CONTAINS 345,505 SQ. FT. a' Z1 -t •~`u W Nc~' * MURP M OR 7932 AC. S^ a (332,086 SQ. FT. OR 7.624 AC. ° 6~i ° ~f L E ~O OCCLUDING TOWN ROAD II _ W RIGHT OF WAY) _ 16j6 I DURNER ST S~` • • •~JP, SETBACK U NE _ _ SEC714W 2D, 7 ORNN, R ER 1 B W SECTION 1 FO ~ Np WF CT ION OUNTY S R 16 I ~ I T 29 N, R 18 W ~ g NAIL) _1 LFOUND 87°38'16' W N 67°3816 W N 87.3818' W 130920 - N 902.80' - _ _ , -33.03' S. G/NE Z.-MM-1 J~ - - - T i - - - - - - N_7°38'16' W 4Q¢W 5011TH LINE SW1~ 80TH AVENtlE - N 87.36'16' W 2618.40' - UNPL_ATTED L4NDS I ! I SHEET 1 OF 2 THIS INSTRUMENT DRAFTED BY JERALD L. LARSON Vol 20 Page 5087 Parcel 002-1047-10-025 03/26/2007 04:31 PM PAGE 1 OF 1 Alt. Parcel 20.29.16.298A-10 002 - TOWN OF BALDWIN Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 01/09/2005 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - BRILES, MICHAEL E & KAY M MICHAEL E & KAY M BRILES 831 220TH ST BALDWIN WI 54002 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description * 2216 80TH AVE SC 0231 BALDWIN-WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 10.000 Plat: 4905-CSM 19-4905 002-05 SEC 20 T29N R16W PT SW SW CSM 19-4905 Block/Condo Bldg: LOT 02 LOT 2 (10 AC) Tract(s): (Sec-Twn-Rng 401/4 1601/4) 20-29N-16W Notes: Parcel History: Date Doc # Vol/Page Type 01/03/2005 784064 19/4905 CSM 07/23/1997 774/585 2007 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 10/25/2006 Description Class Acres Land Improve Total State Reason UNDEVELOPED G5 10.000 14,000 0 14,000 NO Totals for 2007: General Property 10.000 14,000 0 14,000 Woodland 0.000 0 0 Totals for 2006: General Property 10.000 14,000 0 14,000 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 00 00