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HomeMy WebLinkAbout034-1072-10-025 (3) ,. "ORIGINAL * , 1519 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Wis.Adm.Code YD ,-zy—0 z— Certified Soil Testing t h Comm C omm 85 Attach complete site plan on paper not less than 8'%x 11 inches in size. Plan must County St. Croix include,but not limited to:vertical and horizontal reference point(BM),direction and Parcel I.D. percent slope,scale or dimensions,north dleeat+eA BF161 IieEefleat t road. 034-1072-10-eetrl Please print a rinfoRAQEIVED w B Date Y Personal information you provide may be used ondary purposes(Privacy Law,s.15.04 1)(m)). Z Property Owner Prolierty Location Thompson, Stan/Mabel Govt Lot NE 1/4 NE 1/4 S T 29 N R 15 W Property Owner's Mailing Address Lot Block# Subd.Name CSM G� ZONING 7PFICE City 6tate Zip Code Phone Number City jj Village JA Town Nearest Road Wilson WI 1 54027 715-698-3122 Springfield I HW 12 J New Construction Use: jM Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD ' Replacement Public or commercial-Describe: , %U4 h� �- ' Parent material loess w/till � Flood plain a evation,if applicable NA General comments and recommendations: possible 4'x 112.5'rock bed mound on 98.3 contour as upslope edge of rock w/2.5'sand fill w/ interpretive determination&state approval or holding tank a Boring# 1,J Boring J6 Pit Ground Surface elev. ft. Depth to limiting factor - 10 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 0-10 10YR 3/2 - sl 2 10-30 10YR 4/3 c2p 7.5YR 5/8,5/3 sl r lac s A+4 FYI Boring# Boring !{ Pit Ground Surface elev. 98.8 ft. Depth to limiting factor 10 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence I Boundary Roots GPD/ft' in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-10 10YR 3/2 - sl 2 f sbk mvfr cs 1f/m .5 ✓ .9 J 2 10-16 10YR 4/3 f2d 7.5YR 4/6,5/3 sl 2 m sbk mvfr cs 1f/m .5 ✓ .9 3 16-30 7.5YR 4/4 f2d 7.5YR 4/6,5/3 sl 1 m sbk mvfr gs 1m .4 ✓ .6 ✓ 4 30-40 7.5YR 4/4 f3p 7.5YR 5/8,5/3 sl 0 m mvfr - - .3 ✓ .4 ✓ lacks A+4";structure determinations tentative due to frozen soils;verify in spring;interpretive determination required Effluent#1 =BOD5>30<220 mg/L and TSS>3P<.1 50 mg/L 'Effluent#2=BOD <30 mg/L and TSS<30 mgL Xh CST Name(Please Print) Sign aV r4: CST Number Henry F. Grote 1 222774 Address Certified Soil Testing Date Evaluation Conducted Telephone Number E.4366 353rd Ave., Menomonie,WI 54751 1/5/2002 715-233-0398 t ♦w , Property Owner Thompson, Stan/Mabel Parcel ID# 034-1072-10-000 Page 2 of 3 37 Boring# _,j Boring le Pit Ground Surface elev. 98.3 ft. Depth to limiting factor - 20 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 1 0-13 10YR 3/2 - sl 2 f sbk mvfr cs 1 f/m .5 ✓ .9✓ 2 13-20 10YR 4/3 - sl 2 m sbk mvfr cs 1M .5 .9 3 20-24 7.5YR 4/4 f2p 7.5YR 4/6,5/3 sl 1 m sbk mvfr gs 1 m .4 ,/ .6 ✓ 4 24-48 7.5YR 4/4 f3p 7.5YR 5/8,5/3 sl 0 m mfr - - .3 ✓ .4 ✓ 4-structure determinations tentative due to frozen soils;verify in spring 47 Boring# Boring Pit Ground Surface elev. 97.2 ft. Depth to limiting factor •10 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots Gpo& in. Munsell Cu.Sz.Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 1 0-3 10YR 3/2 _ sl 2 m gr mvfr gs 1f/m .5 ✓ .9✓ 2 3-10 10YR 3/2 _ sl 2 f sbk mvfr cs 1m .5 ✓ .9 3 10-19 10YR 4/4 c2p 7.5YR 4/6,5/8 sl 1 m sbk mvfr g s 1 m .4 ,� .6-/ 7.5YR 5/3 4 19-45 7.5YR 4/4 c3p 7.5YR 5/8 sl 0 m mfr - - 3 ✓ 4 I OYR 6/2 lacks A+4', tructure determinations tentative due to frozen soils;verify in spring;interpretive determination required;horizon 3 occasionally parts o 2fpl ❑ Boring# -�J j3oring j 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 ' 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) Certified Soil Testing • Owner: Thompson, Stan/Mabel Computer 034-1072-10-000 Address . , Parcel Wilson,WI 54027 Municipality Springfield Township Jon Sonnentag A soil on-site was completed with Leroy Jansky and Henry Grote. The soil evaluation completed by Henry Grote on 01/05/02 was determined to be accurate. An A+0 determination will be a viable option. Drainage diversion will be required up-slope. z tom, 1.1 bl tz �+� 1►.e ,gyp � xvI t. s.L 4_% Z.,a i3«t I °* ♦ —.�s.;z t..tom, � �e — Gi�rcG� �T-Sloe C�trGtitn-�� 034,. �� 1e� l,.w \Z 'S't.2G,[L �4Y2 k�?-W1�'•'is tq•�s'�-v Nw It � 1 O (i A •f w1t z Wr" ec Z''d`13K �•a �It.g�� R•'t N fA _9 rn 0' J M& CIO � CA Cl CA bf ✓ u 3 0 0 �sasxx nnmm,, 00 V J C� � Parcel #: 034-1072-10-025 04/01/2008 03:43 PM PAGE 1 OF 1 Alt. Parcel M 32.29.15.482A 034-TOWN OF SPRINGFIELD Current X ST. CROIX COUNTY,WISCONSIN Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type 01/03/2006 00 0 Tax Address: Owner(s): O=Current Owner, C=Current Co-Owner BRADLEY B MIDTLING O-MIDTLING, BRADLEY B PO BOX 67 WILSON WI 54027 Districts: SC= School SP=Special Property Address(es): '=Primary Type Dist# Description *2891 HWY 12 SC 0231 BALDWIN-WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 39.560 Plat: N/A-NOT AVAILABLE SEC 32 T29N R1 5W 40A NE NE EXC CSM Block/Condo Bldg: 20-5139 Tract(s): (Sec-Twn-Rng 401/4 1601/4) 32-29N-15W Notes: Parcel History: Date Doc# Vol/Page Type 01/30/2007 843513 TD 02/10/2004 753914 2507/186 EZ-1 07/23/1997 1150/265 QC 07/23/1997 1031/327 TI 2008 SUMMARY Bill#: Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 06/15/2007 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 35.530 6,500 0 6,500 NO UNDEVELOPED G5 2.000 350 0 350 NO OTHER G7 2.000 9,550 181,900 191,450 NO Totals for 2008: General Property 39.530 16,400 181,900 198,300 Woodland 0.000 0 0 Totals for 2007: General Property 39.530 16,400 181,900 198,300 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 r RECEIVED OCT�r 2�0 - 4 06 VOL 20 PAGE5139 KATALEEA' H. RESISTER OF DEEDS ST. CROIX CO. MI 8T.CROIX COUNTY RECEIVED RRliECOR1D CERTIFIED SUR'�' I'R'i1 9�� CERTIFIED SURVEY MAP LOCATED IN PART OF THE NE 1/4 OF THE NE 1/4 AND IN PART OF THE REC FEE: 13.00 SE 1/4 OF THE NE 1/4 OF SECTION 32, T29N, R15W, TOWN OF COPY FEE; 3.e* SPRINGFIELD, ST. CROIX COUNTY, WISCONSIN. PAGES: 2 PREPARED FOR: LEE do BETH STENZEL r NORTHEAST 2867 HWY 12 CORNER WILSON, WI 54027 SECTION 32 OWNER: STAN THOMPSON �� N MABLE THOMPSON TRUST ��Qi�. �PS �''g 133.00 33' i ccE� C 1 S89'54'28 6N .MOZ 88 M 100.00 / / i �V 33.00'- / DRIVEWAY SOUTH LINE THE NE 1/4 OF TH NE 1/4 ENORTH LINE OF TN v SE 1/4 OF THE'NE 1 C na r m I�889: » .� I � zZ IOW° P- LOT i 4 (flti N 5.794 ACRES tali W m (252.396 SO. FT.) �; chi r^�,.�„ o $ U 5 TOTAL AREA .334 ACRES i 3E R 2 3 I m t eu n N (232.353 EXC. R/W FT.) � O z rnm CA !v I� CA rn pr _O � r � N � `ucCONg� rn\ DD cp ti I°-k o r b c DODGE � : I-- IE� �" w 52= C S-2484 _ IN n$ r? ' CI-F-'f4R LAKE,' Gzy Im �?4. irn Yr S - vi N c1t 3- ED S5��tiZ ��_ 'Z2—a S i�L s 6' 33.00'x- \ m :c„4 N89'54'24"E 436.94' vi& " MNPLLAT TED LANDS 33 SCALE IN FEET 1" = 100' 33. X 66 ANT pED ONE--� JEAST 1/4 EASE M T R1E8 FG. 4Z32' ORNER 100 0 100 S.M v0`� •r o o � 33' SECTION 32 -- ©4 °�_ LEGEND f FOUND PK NAIL EACH PARCEL SHOWN ON THIS MAP IS SUBJECT TO FOUND 1' OUTSIDE STATE, COUNTY AND TOWNSHIP LAWS, RULES AND DIAMETER IRON PIPE REGULATIONS (I.E., WETLANDS. MINIMUM LOT SIZE, ACCESS TO PARCEL, ETC.) BEFORE PURCHASING OR SET 1' OUTSIDE DIAMETER BY DEVELOPING ANY PARCEL CONTACT THE ST. CROIX O 18' LONG IRON PIPE, WEIGHING COUNTY ZONING OFFICE AND THE TOWN OF 1.13 LBS. PER LINEAR FOOT , SPRINGFIELD FOR ADVICE. A SOIL BORING THIS INSTRUMENT DRAFTED BY. WILLIAM KANE JOB NO. 6556-01 DATE- 11/21/2005 SHEET 1 OF 2 Vol 20 Page 5139 �� I � _.. , 773772 i AM — ` ^^�� 18 PAGE 4832 VOL J _ U°.,� , KATALM H. REGISTER OF DEEDS [ ST. CROIX CO. WI RECEIVED FOR RECORD 09/88/2064 02:60PM I CERTIFIED SURVEY MAP CERTIFIED SURVEY MAP ` 3' PAGES: 2 LOCATED IN THE SEi/4 OF THE NEi/4 AND THE NEi/4 OF THE SES/4 OF SECTION 3E. TOWN OF SPRINCFIEI a. ST. CROIX [RIMY. WISCONSIN. S VEYE R: LE & BET S EN L D.O.T. FILE NUMBER 55-12-3783-2003 2867 HWY. "12" BEARINGS REFERENCED TO THE EAST LINE WILSON, WI. 54027 OF THE NE1/4 OF SECTION 32. ASSUMED TO OWNERS: BEAR SOO 13'45"W ( PREVIOUSLY RECORDED AS N00005'36"W ). M SUN TRUST C/O STAN THOMPSON 2869 HWY "12" NOTE WILSON. WI. 54027 TF�J NT ACCESS AT THE LEGEAV NE CORNER, SECTION 32 NORTHEAST CORNER OF LOT 1 ( 1' ROUND STEEL SURVEY SHOULD BE USED FOR ANY _ INDICATES SECTION CORNER MONUMENT. MARKER NAIL FOUND ) POTENTIAL DEVELOPMENT OR ( AS NOTED ) ACCESS THAT MAY OCCUR INDICATES i" X iB" ( OUTSIDE DIAMETER ) DIRECTLY NORTH OF LOT 1. IRON PIPE WEIGHING 1.13 LBS. / LINEAR THE VISIBILITY TO THE SOUTH FOOT SET. OF THIS POSITION WOULD BE R( ) _ INDICATES PREVIOUSLY RECORDED r OBSCURED IF AN ACCESS WAS INFORMATION. o -N- PLACED FURTHER SOUTH. cum I 66' X 33' JOINT SCALE IN FEET i_ - 150' ACCESS ASS M NT - SEE O 75' 150' 300'w, TT DS UNPI N W46"E AAA- 41079 33�` I I C O I y > 1 * W. * LOT s c 161.608 SQUARE CRE FEET 3.7 10 AS �y v INCLUDING RIGHT-OF-MAY �+ o I 1 2�'W'ww `" 14x 131 SHE)) :§ I q EXCLUDING RIGHT-OF-WAY NB905631"E 349.92' m I O Q $ I r^I Z-41 4'I �c$ �I NB9°56 31"E 437.DO' I Ta W LOT 3 �o g 404.00' I QI O 131.159 SQUARE FEET �(} m 33 00 UI'I i LOT 2 ru g ( 3A11 ACRES ) r in U-1 I � v r o g ` Q 135.036 SQUARE FEET m $' ( 3.100 ACRES ) S I g 334 cn ®INCLUDING RIGHT-OF-WAY I rn \ 124.843 SQUARE FEET J I m XCLUDING RIGHT-OF-WAY I33 I � rj •• •• - 100' BU ING SETBACK LIME POSE F"UT(iRE RIGHT-OF-WAY a i �— �I $ SB5°56'31"W 753. 437.00' 33.00 m cn 49.59' 404.00' N89°56'31 E 4510.66' om 1 7 59' m 8 8 01 m 66'MDEF�gSANElVTD B®Av E 7686,PAGE 17-4 � `R S99056'31-W 786.53' 33.00• Lo \ g E114 CORNER, SECTION 32 o m UNPILATIFD LAND ( PJC. NAIL FOUND. CHECKS W1/4 CORNER' SECTION 32, EAST-WEST 1/4 SECTION LINE WITH TIES OF RECORD ) ?: �I ( 2" IRON PIPE FOUND ) c' gm OUTLOT i CONTAINS: QID 51.912 SQUARE FEET ( 1.192 ACRES ) c7S N INCLUDING RIGHT—OF—WAY AfO7E — 49.734 SQUARE FEET ( 1.142 ACRES ) OUTLOT i IS THE ACCESS EASEMENT EXCLUDING RIGHT-0F-WAY SERVING LOTS 2 AND 3 AS SHOWN HEREON. THE OUTLOT WILL SERVE AS THE ACCESS FOR THESE TWO PREPARM BY- LOTS UNTIL SUCH TIME AS OUTLOT GR4N667G SUR4/EMG i IS DEDICATED TO THE TOWNSHIP AS A TOWN ROAD OR IT MAY BE 1299 QT.H.*F , DEEDED TO EITHER LOTS 2 OR 3. WWRK3*AoM.%%j.64017 SE"CORDER. SECTION 32 THIS JOSEPH WMEGRANBERGED BY: ( = ( MAR NAIL FFOUNNDR) SFIEEr 1 OF 2 ice NO. Vol 18 Page 4832