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Home My WebLink About020-1466-21-050 (2) Parcel 020-1466-21-050 02/27/2008 09:54 AM PAGE 1 OF 1 • Alt. Parcel 27.29.19.2983B 020 - TOWN OF HUDSON Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 09/22/2006 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - RICHMAR INDUSTRIES LLP RICHMAR INDUSTRIES LLP PO BOX 732 HUDSON WI 54016 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description * 752 EXCHANGE DR SC 2611 HUDSON SP 1700 WITC Legal Description: es: 2.651 Plat: 5275-CSM 21-5275 020-06 SE T29N R19W PT NE SW; HUDSON Block/Condo Bldg: LOT 02 B INESS CENTER ('06) PT LOT 20 .755AC) & PT LOT 21 PT OL 1 & 2 CSM Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 27-29N-19W NE SW -1726 NKA CSM 21-5275 LOT 2 (2.651 -AA I . No s: Parcel History: Date Doc # Vol/Page Type 09/22/2006 835156 21/5275 CSM 01/11/2006 816162 10/0093 PLAT 07/23/1997 1056/49 WD 07/23/1997 1030/324 LC more... 2008 SUMMARY Bill M Fair Market Value: Assessed with: 0 Valuations: Last Changed: 06/05/2007 Description Class Acres Land Improve Total State Reason COMMERCIAL G2 2.651 182,800 0 182,800 NO Totals for 2008: General Property 2.651 182,800 0 182,800 Woodland 0.000 0 0 Totals for 2007: General Property 2.651 182,800 0 182,800 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 6b -XI.iilej palvail on p iuoq oql ajo3aq SuittIaq U u[ paA[onui s311ind lit, jugj oinsua ol, (g •sSu►paaooid luaumooQ •o •almuls Xq pagioads osogi of suoissas pasolo 1tuz►Z •g •aotjou aadoid ouiuuoloG •e Q •t,puagu u► pagioads 3i Xluo uoissas uado ui auanuooag •a •suotsioap pule suollow paooag •p •uoissas pasolo oJui anoux 01 310A •o •uoissas pasolo ftnjuo aoj uosuoi fjolmuls ;)I! D -q -uo►ssas uado ui auanuoD T (9 •suotldwoxo mouuu n T0 3 •pit,oq soitlia uu wog isanbai u iapisuoo os •a •lasunoo 1031 qj!m jajuoo oZ •p •u it uojui luuoszad iluT27swup Xllviluajod .iapisuoo os •o •(s)a*Xoldcua oilgnd r Suiuxmoo uoijou aapisuoo oZ •g •asuo u Suiuaaouoo ajungpp oZ -u (S •jo►jd 313ann ouo Sutlsod - sumOI put' saSL'lllA 'P (papuatuucooaa Suilsod) aoijou l ssnlo - sop!D •o (papuauiuzooat aoi~ou Z sselo) loud s133M omq Supsod - 000`OSZ > uoijulndod qj!m sa►junoD •g •(popummooai Suilsod) aoiiou Z ssulD - 000`OSZ < uoijnlndod qj!m sa►junoD - u (V 'InSalli s► wruonb Supp/A •q •ZZ aftd uo suotjtugop oql 33S 'u i isal siaqumu aqZ •g jsaj osod nd aqZ •u (Z Mul aSuD •p salni 2utjundo ao smulXq pmoq ButuoZ •o saounuipio lnoo-I -q salnjels aluls - t, (i s.laMSUV matna~l - 11 uoljaaS L RECEIVED 8 3 5 1 S6 6-R OC 1T 2 R 2006 KAT 2RGM H C'~ L5275 REGISTER OF DEEDS ST. CROIX CO. NI C i RECEIVED FOR RECORD 1 I 8T. MIX COUNTY 09/22/2006 11: 30A11 I (SURVEY REWRDQ~ CERTIFIED SURVEY MAP REC FEE: 15.00 za v~j = var$ro o.. Qz~^ v D rv g~ 4~ QQ~ COPY FEE: 4.00 OIjtl PAGES: 3 T oar in CD I I C> Rik M:-x C> Wig LOT 17 LOT 18 > ° y 1 1 LOT 19 1~7 4m R,,m PLAT 04 HUDSON B SINESS CENTER lL r-- -STERBENZ DR_IVQ - - 183. 3• o Z N00'14~26'W m r2 r" I i 1 1 9 ~ st CA. !!-no ~ C in t- v m v I ~i r II ini~ > 1 N i f/fal m I~ N~1'~f I in:1a zz in o A a~i! WR .4m 20' %MDE -4 61) oo cn g ; ~m j DRAINAGE ( -Po--- ° ~+t ro mm v CST EASEMENT es I,2*j Z-4 I m N 50015'.0. 4'E 396.84' > L..-..-..- v I m Z _ z ------Z Y 1-1 186.7a - 1- 23O.o5 ti CID 4,4 i iOi'~Qw r 1 m>ct mvN Z L CL V,, 2;° = • 1 m i Fi1 m ~ 1 ~ m m S~ g: 1 i 1~ rte- I I w N I CA 1u~12+Q ICtO j kw i 401 i 31. =4 & RD 1 N 1 ~=i jog . CO oer i i i 1 1 p, 1 fO-~ aO-m • Intl i~~ ppp i S00'13'15'E! 1N3a8.78I It.~ 1~ HQ J REC AS S73T'S1'W 436.00' 'O L 231,gg• I - ( NOO'13'15'W 435.65' -.L S sage' - -133.07 - z z L - _ EXCMANOE DRIVE_ 265.7 - REC AS N '37'5 NOO'1315 W 65.8 N Fix 4m S00-13'15'E 601.78' NORTH-SOUTH ti pQcD $ $ o W C a 1 /4 DUNE `C ' m Y3 ~n z< g UNPLATTED ""Nis 1$ _ ----LANDS , ` ~ N OWN It a go (A s ~ ~ S00'16s66.0E'~ ~--2404.39' O THE EAST-WEST 1/4 UNE OF SECTION 27+ ' BEARS N89 43'54E AS REFERENCED TO THE ~.s o ip ST. CR iX COUNTY cooRaNATE SYSTEM SHEET 1 OF 3 1 of3 Vol 21 Page 5275 (n 1 ~ 1 I ~ 1 16 I I \ i 1 ~ 17 I 18 ~ 19 1 BADLANDSIPRAIRIE I i 1 1 \ -i----- I 1 1 1 \ 1 N89 43'54'E 1147 / -r 1 1 I W h- PARCEL IN ® r VOL. 1193 PG. 013 • N89 4Y54'E 333.00' LOT 20 ® • A a / - LOT W WI a ~1 , I l- ~ y rj a1 i c / ® ~s o 53285 j I W j i LOT 22 • n Q S89'S5 433.32 1 LOT 1 C.S.M. IN I LOT 1 C.S.M. IN ' • r I VOL. 7 PG. 1921 I VOL. 6 PG. 1726 j~ j AT III anv I 1 1 I W j------ I w LOT 2 C. M. IN I I 1 N VOL_10 _ 2729 1 I I I -I 484. 1 - DRIVE---- 1----------------------------------- I LOT 20 I LOT 21 I LOT 22 j LOT 9 C.S.M. IN I j PG. 2 IN i I EXIT 4 BUSINESS PARK I VOL. 13 PG. 3751 PG. 2679 I I r-------- 1 1 1 1 I I I I 1 I j I ~ ~ j j ~ ~ 1 I j j Wisconsin Department of Commerce SOIL EVALUATION REPORT Page j of-3 or Division of Safety and Buildings in accordan Mr6eaam$5, Wis:,Adm. Code /s ~D, ' County Attach complete site plan on paper not less than 81 x 11 m . Wis rllustV include, but not limited to: vertical and horizontal ref ence point (BM), direction'and Parcel I.D. percent slope, scale or dimensions, north arrow, an located and distance to nearest road. IVIe Reviewed by Date Please print all info ation. Personal information you provide may be used for second ry pu"e1Mn!cY Law• s. 15.04 (1) (m)). Property Owner NIN, f c: Property Location I ate/ o Lot ' 1/ S~tJ'/4 S T N R E (o W Property Owner's Mailing Address Lot # ock # Name CSM# 130T 2- L? c~ ~xnle city State Zip Code Phone Number ❑ Village Town Nearest Road ew Construction Use: ❑ Residential I Number of bedrooms Code derived design flow rate D ❑ Replacement Public or commercial - Describe: • - - - - Parent material 2frZt Flood Plain elevation if applicable P General comments b0 and recommendations: ~ ! l Boring Bori F ng # ® pit Ground surface elev. I ' ft. Depth to limiting factor in. Soil Application Rate Horizon Depth `Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIff= in. Munsefl Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 ft2- W 401 ~ h 96 a Boring # Boring q 1J ✓ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Efl##2 in. Munsell -Z. rn 1~. 3Z-- 0 Y A Al, 7- Z- (e o3c ~I ~o • Effluent #1 = SOD > 30 < 220 mg/L and TSS >30:5 150 ' Effluent #r2 = BOD 30 mg/L and TSS < 30 mall. - CST Nang (Please Print) lure CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 715-246-4516 1008 192nd Ave, New Richmond, WI 54017 s - Z p ~J Parcel ID # G~ Page of Property Owner _ Boring ✓ # 7) Depth to limit; factor- in. XPit Ground surface elev. ng Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD f in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 0-21 ID01 17-- 51 2- aLV-q --41 k Uo 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 •E GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Boring F-1 Boring # Ground surface elev. ft. Depth to limiting factor in. ❑ Pit Soil AimAication 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 = BODS > 30 < 220 mg1L and TSS >30 a 150 mglL ` Effluent #2 = SODS 130 mgll. and TSS 30 mglL 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. SB"330 (rc.woo) • Soil Test Plot Plan Project Name Richmar Industries Shaun B Address P.O. Box 732 Hudson Wi 54016 CS #226900 Lot 20 SubdivisionHudson Business Center Date 5/ /05 N 1/2 S W 1/4S 27 T 29 N/R19 W Township Hudson ❑ Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Survey Iron/Nail System Elevation 94.6/94.3 *HRpSame as Benchmark 619' Property Line Please note: soil test was done to satisfy zoning requirement, system location may not be suitable for desired building location. Verify system location before excavating. 133 Property Line -3 50' 0' .M. Scale is 1" = 40' 10 unless otherwise noted 3% Slope B-2 99.5' 97.5' 199' Property Line OI ATION REPORT Page of Wisoonsin Department of Commerce Division of Safety and Buildings . - I nce h Comm 85, d•' in accords ~t t ~ County Attach complete site plan on paper not less than 8 1/2 11 inck.4 In size. Plan must include, but not limited to: vertical and horizontal refer nce point (BM); directioca.and Parcel I.D. r1 ! [ / CJ-~ ~a percent slope, scale or dimensions, north arrow, and scab( , istance to r4~+8iest roa G (G ' Date UN/N~~~ ~~<<(?;' Reviewed by Please print all inform 0; ~ 6714165 Personal information you provide may be used for secondary purposes (Priv y ~F /i; 15.0,4 (1) ~n)). Property Owner Prop ovation 01 2`t Govt. Lot 1/ Sit /'/a T N R E (o W Property Owner's Mailing Address Lot Block # Name CSM# 130 r~) -Ij ) U- ~ e State Zip Code Phone Number C3 City C1 Village Town Nearest Road MJ50 ew Construction Use:: ❑~rResidential / Number of bedrooms Code derived design flow rate GPD ❑ Replacement ZSl Public or commercial - Describe:- - Parent material 0i x 42t-'C.t/I~✓ Flood Plain elevation if applicable ✓ ft. General comments and recornmendations: Sri v (p) l~ L (JT S~--~ Q Boring E Bing # 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. M/unsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 ~V/ h/J / r J ,,4 Boring Boring # Pit Ground surface elev. ft. Depth to limiting factor __L_- Soil pg6on Rate a GPD/fFE fl~j Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots fE in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. / - i 2 cs 2 / b z /Ov ILA 'Vv - I Ib f~ - ps l a I t ' 0:41 - l' Effluent #1 = BOD > 30 < 220 mglL and TSS >30 1 ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Plem Print) nature CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 4017 Z 715-246-4516 Property Owner Parcel ID # /Page of ❑ Boring Boring # Ground surface elev. ,9Z- Depth to limiting factor Din. a Pit Soil Application 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 4 l.0 IDA S a, 7 l •(o ❑ Boring # ❑ Boring ❑ pit Ground surface elev. it. Depth to limiting factor in. Soil lication 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 I Boring ❑ Boring F-1 # Ground surface elev. ft. Depth to limiting factor in. ❑ Pit - Soil ication 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 I I i Effluent #1 = BOD; > 30 1220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 < 30 mg/- 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. SOD4330 (8.6(00) • Soil Test Plot Plan Project Name Richmar Industries Shaun Big` ' Address P.O. Box 732 Hudson Wi 54016 CS #226900 Lot 21 SubdivisionHudson Business Center Date 5 251 05 N 1/2 S W 1/4S 27 T 29 N/R19 W Township Hudson ❑ Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Survey Iron/Nail System Elevation 97.0/96.8 *HRpSame as Benchmark B.M. 300' Property Line Please note: soil test was done to 30' satisfy zoning requirement, system location may not be suitable for 40' B-1 40' desired building location. Verify system location before excavating. 0' 100' B-3 3% Slope Scale is 1" = 40' B-2 unless otherwise 102, noted lol' 199' Property Line