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HomeMy WebLinkAbout008-1079-80-000 Parcel 008-1079-80-000 06/14/2012 11:10 AM PAGE 1 OF 1 Alt. Parcel M 28.28.16.420B 008 - TOWN OF EAU GALLE Current 0 ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - ANTHONY JULIUS ACRES LLC ANTHONY JULIUS ACRES LLC 668 VALLEY VIEW TRL SOMERSET WI 54025 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description SC 0231 SCH D BALDWIN-WDVILLE SP 1700 WITC Legal Description: Acres: 29.340 Plat: N/A-NOT AVAILABLE SEC 28 T28N R16W 29.34A SE NE EXC E Block/Condo Bldg: 689.365' OF S 672.21' Tract(s): (Sec-Twn-Rng 401/4 1601/4) 28-28N-16W Notes: Parcel History: Date Doc # Vol/Page Type 12/20/2011 947574 WD 11/29/2004 780924 2703/12 WD 07/23/1997 888/190 2012 SUMMARY Bill M Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 06/06/2012 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 18.340 4,500 0 4,500 NO 05 AGRICULTURAL FOREST G5M 11.000 24,800 0 24,800 NO Totals for 2012: General Property 29.340 29,300 0 29,300 Woodland 0.000 0 0 Totals for 2011: General Property 29.340 28,700 0 28,7000 Woodland 0.000 0 Lottery Credit: Claim Count: 0 Certification Date: 04/17/2001 Batch M PRGRM Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 ty ~ L 1979 REC' SO L EVALUATION REPORT page 1 of 4 Wisconsin Department of Co merce n Division of Safety and Buildin F B iZ a&o~&Me with Comm 85, Wis. Adm. Code Certified Soil Testing r E County Attach complete site plan paper not less than 8'% x 1 i~cfhes in ze. Plan must St. Croix include, but not limited to: rtical h ta<~et~ point (B direction and parcel I.D. I. ] percent slope, scale or dim msion , tance to nearest road. Pr poSe(d TqW CS Ple ►n all information. Re ' wed B Dale I Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Govt. Lot SE 1/4 NE 1/4 S 28 T 28 NR 16 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# ►/(,~YJL.~ 733 220th St. Proposed - City State Zip Code Phone Number City _]Village e., Town Nearest Road Baldwin WI 54002 715-684-2059 Eau Galle CTHW BB/15Th Ave. New Construction Use: Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement Public or commercial - Describe_ ~ 3 Parent material loess over till Y99 Food plain elSii n,if p2- sand I~] S/ General comments -Sv and recommendations: install 4'x 112.5' rock cell mound on 100.0 contour as upslope edge of rock / 1.7fill C ~~Qd d 1) Boring # l Boring ! Pit Ground Surface elev. ft. Depth to limiting factor 0 in. K pplication Rate orizon Depth Dominant Color Redox Description Texture Stru a Consistence Boundary Roots GPD/ t' in. Munsell Qu. Sz. Cont. Color . Sz. S . *Eff#1 *Eff#2 1 0-4 7.5YR 412 sil 2 m gr mvfr cs 1f/m .6 .8 r1 2 4-12 7.5YR 4/2 a eV sil 2 m s mvfr cs if .6 .8 r/ 3 12777. R 6/3 f2f 7.5YR 4!6 sil 2 m sbk mvfr cs if 6 8 4 18R 5/4 cap 7.5YR 5/8,5/3 sl 1 m sbk mfr r - - .4 .7 i lacks A+4"; presumptive limit is 0"; outside system area about 200 yds to south; horizon 3 sbk often parts to 2 f pi Boring # _j Boring _j Pit Ground Surface elev. 100.0 ft. Depth to limiting factor 15 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Struc Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color G . Sz. Sh- -Eff#1 `Eff#2 1 0-3 7.5YR 4/2 sil 2 m gr mvfr cs 2fl1 m 6 8 2 3-9 7.5YR 4/2 - sil 2 f sbk mvfr cs if .6 .8 3 9-15 10YR 4/3 - sil s k mvfr cc SS 1 f .6 .8 lY 4 15-25 10YR 4/3 f2d 7.5YR 4/6 sil 2 m-c sbk mfr - - .6 •8 occasional gy si coats on peds in horizon 3 ' Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = B _ g/L and TSS < 30 mgL CST Name (Please Print) Signa r CST Number Henry F. Grote 222774 Address Certified Soil Testing Date Evaluation Conducted Telephone Number E. 4366 353rd Ave., Menomonie, WI 54751 11/13/2002 715-233-0398 r t Property Owner Berkseth, Don Parcel ID # proposed NW CSM Page 2 of 4 a Boring # Boring Pit Ground Surface elev. 98.6 ft. Depth to limiting factor 16 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 0-3 7.5YR 4/2 - sil 2 m gr mvfr cs 2f/1 m 6 8 2 3-9 7.5YR 4/2 - sil 2 f sbk mvfr cs if .6 .8 t1 3 9-16 10YR 4/3 _ sil 3 m sbk mvfr cs if 6 8 4 16-30 10YR 4/3 f2d 7.5YR 4/6 sil 2 m-c sbk mfr g g occasional gy si coats on peds in horizon 3 4] Boring # - Boring i Pit Ground Surface elev. 94.5 ft. Depth to limiting factor 0 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GEDW in. Munsell Qu. Sz. Cont. Color Sh. 'EfF#1 'Eff#2 1 0-4 7.5YR 4/2 sil 2 m gr mvfr cs 1f/m .6 .8 2 4-10 7.5YR 4/2 _ sil 2 f sbk mvfr cs if .6 .8 3 10-19 10YR 4/3 f2f 7.5YR 4/6,5/3 sil k mvfr cs if .6 .8 4 19-30 7.5YR 4/4 c2p 7.5YR 5/8,5/3 sl 0 m mfi - - 2 6 lacks A+4"; presumptive limit is 0"; outside system area - below to east; horizon 3 sbk occasionally parts to 2 f pl Boring # _ Boring ✓i Pit Ground Surface elev. 98.0 ft. Depth to limiting factor 0 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots D/fV in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 1 I 0-9 7.5YR 4/2 _ sil 2 m gr mvfr cs 2f/1 m 6 .8 © 2 9-18 10YR 4/3 c2d 7.5YR 4/6,5/3 sil 2 m sbk mvfr - if .6 .8 lacks A+4"; presumptive limit is 0"; outside system area to the south ' Effluent #1 = BOD5> 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 r s Property Owner Berkseth, Don Parcel ID # proposed NW CSM Page 3 of 4 F Boring # Boring Pit Ground Surface elev. 9$•4 ft. Depth to limiting factor 20 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 1 0-4 7.5YR 4/2 - sil 2 m gr mvfr cs W6,.8 2 4-10 7.5YR 4/2 - sil 2 f-m sbk mvfr cs 3 10-20 10YR 4/4 sil 3 m sbk mvfr cs 4 20-30 7.5YR 4/4 fad SYR 4/6 scl 2 m sbk mfr 7.5YR 5/3 occasional gy si coats on peds in horizon 3 Boring Boring ft, Depth to limiting factor in. Soil i Pit Ground Surface elev. Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots QPD/fV in. Munsell Qu. Sz. Cont. Color - Gr. Sz. Sh. 'Eff#1 'Eff#2 Boring # - Boring F-1 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 ~I ' 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 t\I ~ ~~Jnl t t( ` ( C ~ O.2~- F.4j `c..~y~ ` O T 1 w y - o F`1 ~7 O `t.• f rQ 2- '2 ~t"rr~ zzt'~ fir" c7 z v i C R b~ r/L- i3M g ~ Laa.a~ ate, a~, 3 Yls 4-v f>( 2 1 g16 e'id X3.4 K 1LIN) ZO 9 S Ljo..e¢, 0.; aul, l o+ j oo v> 1 , l t 4 1981 V ~1vE~ OIL EVALUATION REPORT k Page 1 of 3 Wisconsin Department of ommw.c Division of Safety and Bui ings irk ac~anceith Comm 85, Wis. Adm. Code Certified Soil Testing ~~QQ~ qq Ij ? ~r ~ County Attach complete site n on pik& left than 8'/: x 11 inche in size. Plan must St. Croix include, but not limited o: vertical and horizontal _re( Fneepoin (BM), direction and parcel I.D. percent slope, scale or imemso~s,~n cation a distance to nearest road. pr Osed S lot ease OFF at►on. Review By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 3 3O Property Owner Property Location Govt. Lot SE 1/4 NE 1/4 g 28 T 28 N R 16 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# ~733 220th St. Propos CSM City State Zip Code Phone Number City _j Village Town Nearest Ro b/ Baldwin WI 54002 715-684-2059 Eau Galle 15Th Ave. New Construction Use: ✓ Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement _ Public or commercial - Describe: Parent material loess over till Flood plain elevation, if applicable NA General comments and recommendations: install 8' x 57' rock cell mound on 100.0 contour as upslope edge of rock w/ 1.9' sand fill ❑ Boring # Boring )6 Pit Ground Surface elev. 100.0 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 0-4 7.5YR 3/2 - sit 2 f sbk dsh cs 1f/m .6 .8 2 4-11 10YR 3/3 - sit 2 m sbk dsh gs 1m .6 .8 3 11-19 7.5YR 4/4 - sl 2 m sbk dh cs 1m .6 1.0 4 19-24 7.5YR 4/3 - scl 1 m sbk dvh cs if .2 .3 5 24-30 7.5YR 4/3 f2f 7.5YR 4/6 scl 0 m dvh - - 0 0 common gy si coats on peds in horizon 4; horizon 2 sbk very occasionally parts to 2 f pi Boring # wa Boring } Pit Ground Surface elev. 101.6 ft. Depth to limiting factor 14 in. Soil Application Rate orizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD1 pj in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-5 7.5YR 3/2 - sil 2 f sbk dsh cs 1f/m .6 .8 2 5-14 10YR 4/3 - sit 2 m sbk dsh cs 1m .6 .8 3 14-19 10YR 4/4 f2d 7.5YrR4/6 sil 2 m sbk dh cs 1M .6 1.0 I OYR 6/2 4 19-27 10YR 4/3 c3p 7.5YR 5/8,5/3 scl 0 m dsvh - 1 m 0 0 1 m roots to 21 horizon 2 sbk very occasionally parts to 2 f pi * Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 150 mg/L fflu nt # = BOD < 30 mg/L and TSS < 30 mgL CST Name (Please Print) Signatu CST Number Henry F. Grote c 222774 Address Certified Soil Testing Date Evaluation Conducted Telephone Number E. 4366 353rd Ave., Menomonie, Wl 54751 9/12/2003 715-233-0398 Property Owner Berkseth, Don Parcel ID proposed SE lot Page 2 of 3 31 Boring # _~j Boring Pit Ground Surface elev. 95.9 ft. Depth to limiting factor 16 in. Soil A pplicaGon 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 0-3 7.5YR 3/2 _ sil 2 m gr ds cs 2f1 m 6 8 2 3-6 7.5YR 3/2 _ sil 2 f sbk dsh gs 1m .6 .8 3 6-13 10YR 4/4 _ sil 2 m sbk dsh cs 1M .6 .8 4 13-16 10YR 4/4 _ sil 2 m sbk dsh cs 1M 6 8 5 16-26 10YR 4/4 f2p 7.5YR 5/8,5/3 sl 0 m dvh - - .2 .6 horizon 3 sbk very occasionally parts to 2 f pl 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 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 'Eff#2 ❑ 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 GPDIfF 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.07100) Certified Soil Testing S)E t--~v: -2-% Cam. l~ Vl- C> ~-3 /S• g? \i ao. y Caol.~~~~ ~-2 C ► crgs_a> Ts 3 0` •,.tso ' CA e- 0 ~Q~kOfLc~~ , Cv~e ~-1 Lc u :1~ a ¢ > t~ S d au.e S~~ U co 1.R4. fi ~ 0 3 a ~ _3 i r IAL 1980 Wisconsin Department o Vann :used OIL EVALUATION REPORT Page 1 of 3 Division of Safety and Br ante"lvith Comm 85, Wis. Adm. Code Certified Soil Testing Attach complete sitx 11 inch in size. Pan must County St. Croix include, but not limimice poin (BM), direction and parcel I.D. percent slope, scalcation a distance to nearest road. 0 /ed E lot mation. Revie d B Date Personal informatioe may be for secondary purposes (Privacy Law, s.15.04 (1) (m)). ` b Property Owner Property Location Govt. Lot SE 1/4 NE 1/4 S 28 T 2 R 16 W Property Owner's Mailing Address Lot # 7Block # Subd. Name or CSM# 733 220th St. Prop CedCsm City State Zip Code Phone Number City Village Town Nearest oad Baldwin WI 54002 715-684-2059 Eau Galle CTHW BB New Construction Use: Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement j Public or commercial -Describe: Parent material loess over till Flood plain elevation, if applicable NA General comments and recommendations: install 4' x 112.5' rock cell mound on 100.0 contour as upslope edge of rock w/ 1.2' sand fill ❑ Boring # Boring Pit Ground Surface elev. 97.9 ft. Depth to limiting factor 30 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-4 10YR 3/3 - sil 2 f sbk dsh cs 1Urn .6 .8 2 4-9 10YR 3/3 - sil 2 f-m sbk dsh cs 1 m .6 .8 3 9-14 7.5YR 4/4 - sit 2 m sbk dh gs Inn .6 .8 4 14-21 7.5YR 4/4 - sl 1 m sbk dh gs 1 m .4 .7 5 21-30 7.5YR 4/4 - sl 0 m dh cs 1m .2 .6 6 30-40 7.5YR 4/4 f2f 7.5YR 5/8,5/3 sl 0 m mfi - - .2 .6 ❑ Boring # Boring Pit Ground Surface elev. 100.0 ft. Depth to limiting factor 22 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF 1 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-4 10YR 3/1 - sil 2 m gr mvfr cs 2f/1m .6 .8 2 4-10 10YR 3/3 - sit 2 f sbk ds cs 1f/m .6 .8 3 10-14 10YR 4/4 - sit 2 m sbk dh gs 1 m .6 .8 4 14-22 7.5YR 4/4 - sl 1 m sbk dh gs 11M .4 .7 5 22-25 7.5YR 4/4 f2d 7.5YR 5/8,5/3 sl 0 m dvh - - .2 .6 i * Effluent #1 = BODS> 30 < 220 mg/Land TSS >30 < 15 mg/11- * Effluent #2 = < 30 mg/L and TSS < 30 mgL CST Name (Please Print) Signature: T Number Henry F. Grote 22774 Address Certified Soil Testing Date Evaluation Conducted Telephone Number E. 4366 353rd Ave., Menomonie, WI 54751 9/12/2003 715-233-0398 ' Property Owner Berkseth, Don Parcel ID # proposed NE lot Page 2 of 3 3] Boring # Boring j Pit Ground Surface elev. 99.7 ft. Depth to limiting factor 24 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots QPD/fV in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-3 10YR 3/1 - sil 2 m gr mvfr cs 2f/1m .6 .8 2 3-7 10YR 3/3 - sil 2 f sbk ds CS 1M .6 .8 3 7-14 10YR 4/4 - sil 2 m sbk dh gs 1M .6 .8 4 .14-24 7.5YR 4/4 - sl 1 m sbk dh gs 1M .4 .7 5 24-34 7.5YR 4/4 f2d 7.5YR 5/8,5/3 sl 0 m dvh - - .2 .6 Boring # Boring -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 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 I ❑ 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 1. GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 I I I * Effluent #1 = BOD5> 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 ` ~ H~ lad c e : 4t. L2'z '4 ?Adr J 1 i ^ -44 2-0 \ C ,n ~ c7 L~ G~~ `.J / t3 6 gU20 1et~ > ~rl ~3 / So S °1b (ate gS41:113,t y g~~ _ ~ Cl 3 a ~ 3_