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Home My WebLink About042-1090-20-400 (2) ;Niieconsin Department of Commerce So PCointy T Page _of 3 Division of Safety and Buildings \ RE _ in ce with Co m 85,Wis. St.Croix Attach complete slte plan on r not 81/2 x ( in) ti include;phut not liwl W to:verti z nce n BM, i.O.percent slope,scale or dimensions,north arr an ion distance to P/eNie prfr►f all h; ST.C b ate Peteoned ihfarmation you provide lay be used for secomliaryyurposes , Property Owner Property L � Richard Stout Govt.Lot ti� ` 1/4 /4 S 2T. �N R I E(or)nV Property Owner's Mailing Address t Blodc# ,S, luIbd.Name C(JSM# 1353 Awatukee Trail 4 City State Zip Code Phone Number rty Village ElTown N ad Hudson WI i 540't6 ( 7)52-549-6731 70th Ave. 0 New Construction UseE Residential/Number of bedrooms 3-4 Code derived design flow rate 450-600 GPD ❑Replacement Public or commercial-Describe: Parent material Outwash Flood Plain elevation if applicable N/A ft• General comments and recommendations: Boring# ❑ Boring q d� 115 Q pit Ground surface elev. ` ft. Depth to limiting factor in. Soil A ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ffz in. Munsell Qu,Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-12 10yr3/2 sil 2msbk mfr cs lc .5 .8 2 12-38 1 r4/4 sicl 2msbk mfr cs 1vf .4 .6 3 38-115 10yr4/6 s Osg ml 7 1.2 F2 Boring# Boring 120 ■ pit Ground surface elev. ?Z•116 ft. Depth to limiting factor in. Soil A ication 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 1 0-21 10yr3/2 sil 2msbk mfr cs lc .5 .8 2 21-53 r4/4 sicl 2msbk mfr cs 1vf .4 .6 53-120 10yr4/6 s Osg ml - _ 7 1.2 *Effluent#1=BOD >30!5 220 mgA-and TSS>30:5 150 mgA- *Effluent#2=BOD <30 mgA-and TSS<30 Mg/- CST Name(Please Print) a ure CST Number Adam Schumaker 253309 Address Date Evaluation Conducte Telephone Number 1679 89th Street New Richmond,W1 54017 0427-06 715-760-0279 Ptoperty Owner StQot # Pe gel 164W F N J ty Page t of 3 Boring# Boring �• r E] pit Ground surface elev. ft. Depth to limiting factor _in. Soil Application R Horizon Depth Dominant Color Rillldox Descriptiom*u Texture Structure Qonswtence =Bound Roots QP13 f k, in. Munsell" Qu.Sz. Cont.Coli3r " Gr.Sz.Sh. 4`"' *Eff#1 'Eff#? 1 0-11 10yr3/2 - sil 2msbk mfr cs 1c .5 .8 2 11-53 1 r4/4 - sicl 2msbk mfr cs lvf. .4 .a ,6 3 -118 10yr4-6 - s Osg - - .7 1r2 •tg: dr t: f ❑ 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 Pit Ground surface elev. ff. 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 =BOD5>30<220 mgA-and TSS>30<150 mg/L 'Effluent#2=BOD5<30 mgA-and TSS<30 mgA- 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 608-2648777. SBD-8330Test(R.07I00) PAGE /O F 3 NAME �� LOT# / LEGAL DESCRIPTION ti;f V. W.,S jA T—,2-gN,1k fg—E(ORZYY � '• j SCALE: V, = go ' BM 1 ELEVATION 160, O BM 1 DESCRIPTION BM 2 ELEVATION /Qy. M BM 2 DESCRIPTION `�D ��-- SYSTEM ELEVATION rr �C tO�-J (¢Y Ct2— SYSTEM TYPE l G/l U��/� II✓LOS-i �J D 6 a SIGNATURE `C DATE Parcel #: 042-1090-20-400 07/31/2007 11:47 AM PAGE 1 OF 1 Alt. Parcel#: 32.29.18.497A-40 042-TOWN OF WARREN Current X ST.CROIX COUNTY, WISCONSIN Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type 07/07/2006 00 0 Tax Address: Owner(s): O=Current Owner, C=Current Co-Owner O-BJORNSTAD,ADAM M ADAM M BJORNSTAD 1060 COTTONWOOD RD HUDSON WI 54016 Districts: SC= School SP=Special Property Address(es): '=Primary Type Dist# Description *686 104TH ST SC 2422 ST CROIX CENTRAL SP 1700 WITC Legal Description: Acres: 2.000 Plat: 5234-CSM 21-5234 042-06 SEC 32 T29N R18W PT NE NW CSM 21-5234 Block/Condo Bldg: LOT 04 LOT 4 (2 AC) Tract(s): (Sec-Twn-Rng 401/4 1601/4) 32-29N-18W NW NW Notes: Parcel History: Date Doc# Vol/Page Type 05/04/2007 849887 WD 07/07/2006 829135 21/5234 CSM 07/21/2005 801051 20/5024 CSM 10/06/2004 776312 2670/399 TD more 2007 SUMMARY Bill#: Fair Market Value: Assessed with: 0 2 Valuations: Last Changed: 06/08/2007 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.000 40,000 142,200 182,200 NO Totals for 2007: General Property 2.000 40,000 142,200 182,200 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 i g 1Z�5 VUL 21 PAGE 523'4 KATffErM H. REGISTER OF DEEDS ST. CROIX Co., WI RECEIVED FOR RECORD CERTI FI En %V RVEV MAP 07/07/2006 12:30PM LOCATED IN PART OF THE NE 1/4 OF THE NW 1/4 CERTIFIED SURVEY MAP REC FEE: 13.00 OF SECTION 32. T29N, RI 8W, TOWN OF WARREN, COPY FEE: 3.00 ST. CROIX COUNTY, WISCONSIN. PAGES: 2 NUMBER C1 C2 C3 RADIUS 80.00' 80.00' 23133.31' CENTRAL ANGLE 45°0606" 51°00'30" 01°06'15" CHORD BEARING S22°25'49"E S70°2R07"E N89°3908.5"W CHORD LENGTH 61.36' 68.89' 445.81' OWNER SURVEYOR ARC LENGTH 62.97' 71.22 445.81' DICK STOUT EDWIN C FLANUM TANGENT IN S00°07'1a'W S44°58'52"E N89°06'01"W 1353 AWATUKEE TRAIL NORTHLAND SURVEYING,INC. TANGENT OUT S44°58'52"E N84°0038"E S89°4744 W HUDSON,WI 54016 P.O.BOX 14 ROBERTS,W1 54023 CORNER SESE CTION 32 �J N1/4 CORNER - - - - - - - - � SECTION 32;;� I N89-12,161V T 70TH AVENUE 2151.01'-- --- �- — -- -_ C+J — — — — — _ -- — — — — — — — — — I - _— -- I 616' LEGEND I 33 33 SEP 2 6 2046 ru ALUMINUM COUNTY I � I W _SECTION CORNER I Ct'MONUMENT FOUND g 1 SR CROtXS RECD I I F'l NN 2 3/8"O.D.IRON PIPE �FOUND 3/4"IRON REBAR FOUND w 3/4"X 18"IRON REBAR '-cc 3/4" I I \ - ❑ SET WEIGHING 1.50LBS. FV e I --------- o�--- PER LINEAR FOOT o� gWlulnuixi�yiri � °�� ® 12%SLOPE 1��\SCO/yS��i�v a, I 1 nn^ �I 20%SLOPE �FLANUM 100'BUILDING SETBACK LINE -s E87 . G79 o A SOIL TEST s l` • WIS N.B.A. miry�j/�•.. �`p!� t�2 1 i( \ NET BUILDABLE AREA �I� 3 = 1.9 AC. yn s IIItI 9 f-0, LOT LINE 0 �,wit;, 1 3 3 t Z o \o 33' I JOINT DRIVE EASEMENT H.W.L. tt' =987.25 JJ 12 WIDE UTILITY EASEMENT o�a D13AINAGE t07 �I — — — 0 EASEMENT I PONDING AREA TO H.W.L. N 7 � �� LOT 4 _ � N 1~ =986 00 H.W.L. =HIGH WATER LINE ELEVATION pt EXISTING ED N ---- + 2.00 ACRES JOINT DRIV �� M / 87,199 SO.FT. EASEMENT W 6 L.B.O. LOW BUILDING OPENING �`1 N.B.A. —1.6 ACRES (SEE LEGEND) _ o� L.B.O. —989.25 [MYT 123 N N N 88°56'57"E C "P. D h Iry I � H.W.L b' =985.30 ^o � BENCHMARK 1004.58 INTERSTATE HIGHWAY "94" NOTE: NO OWNER OR RESIDENT SHALL 00 ANYTHING WHICH WOULD INTERFERE WITH OR CHANGE THE OPERATION OF THE APPROVED COMPREHENSIVE WATER DRAINAGE AND SOIL EROSION PLAN FOR THIS PLAT. THIS INCLUDES BUT IS NOT LIMITED TO BUILDING UPON, OBSTRUCTING,ALTERING,FILLING,OR EXCAVATING OR PLANTING IN ANY DRAINAGE AREAS OR EASEMENTS,WATER DRAINAGE DITCHES, WATER RUNWAYS.WATER CULVERTS,BERMS OR GRASS SEEOINGS. SCALE IN FEET 1" = 100' - THIS INSTRUMENT DRAFTED BY KEVIN REED JOB NO.06-39 DATE 04-21-06 SHEET 1 OF 2 SHEETS 100 0 100 1 of 2 Vol. 21 Page 523 4 ` FILE NUMBER RECEIVED D 0 0 6 5 MAY 0 1 2006 T.CROIX COUNTY CERTIFIED SURVEY ' MAff- LOCATED IN PART OF THE NE 1/4 OF THE NW 1/4 NOT OF SECTION 32, T29N, R18W, TOWN OF WARREN, / ST. CROIX COUNTY, WISCONSIN. � i2� NUMBER C1 C2 C3 RADIUS 80.00' 80.00' 23133.31' CENTRAL ANGLE 45°06'06" 51°00'30" 01°06'15" CHORD BEARING S22°25'49"E S70°29'07"E N89°39'08.5"W CHORD LENGTH 61.36' 68.89' 445.81' OWNER SURVEYOR ARC LENGTH 62.97' 71.22' 445.81' DICK STOUT EDWIN C FLANUM TANGENT IN S00°07'1 4"W S44°58'52"E N89°06'01"W 1353 AWATUKEE TRAIL NORTHLAND SURVEYING,INC. TANGENT OUT S44°58'52"E N84°00'38"E HUDSON,WI 54016 P.O.BOX 14 S89°47'44"W ROBERTS,WI 54023 NW C SECT ON 32 umpLZ%u 4C9_D_RQmp"B N1/4 CORNER _ — SECTION 322 — — — — — — — — — — — — — — — — — I N89°52'46"W M 70TH AVENUE —2151.01'--- . � m----------------------- --------N89°52'46"W477.95'- M M - - - - - - - - - - - - - - - - - I -- - -- - - - 616 LEGEND 33 33' ALUMINUM COUNTY SECTION CORNER ° I a MONUMENT FOUND ® 2 3/8"O.D.IRON PIPE 00 c/) p a FOUND o w I I o �� I �'�T U 3/4"IRON REBAR FOUND w o I U) I �I Cc cr [) 3/4"X 18"IRON REBAR w 0 I I OI a SET WEIGHING 1.50 LBS, w� � \--------�--- PER LINEAR FOOT a z al I o� 12%SLOPE Z D)i x 20%SLOPE m 80 • 100'BUILDING SETBACK LINE ♦ SOIL TEST `'' \�� @I N.B.A. a' = 1.9 AC. NET BUILDABLE AREA LL LOT LINE 50'33 JOINT DRIVE EASEMENT H.W.L. M 3'J o a =987.25-' a� C0 12'WIDE UTILITY EASEMENT H.W.L. PONDING AREA TO H.W.L. LOT 4 I 986.00 H.W.L. =HIGH WATER LINE ELEVATION LOT fn 1% 2.00 ACRES JOINT DRIVE C6 M L.B.O. LOW BUILDING OPENING % A�0 87,199 SQ.FT. EASESMENT W N.B.A. = 1.6 ACRES (SEE LEGEND) °O L.B.O. =989.25 N �o ♦ / dOU3 ui ��. N H.W.L. i =985.30 INTERSTATE HIGHWAY "94" - - - - - - - - - - - - SCALE IN FEET 1" = loo' THIS INSTRUMENT DRAFTED BY KEVIN REED JOB NO.06-39 DATE 04-21-06 SHEET 1 OF 2 SHEETS 100 0 100