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Home My WebLink About014-1057-60-000 !I consin De0artment df Commerce SOIL AND SITE EVALUATION DI `ion of Safety and Buildings _ Pao of Bureau of Integrated Services in accordance with Corm i.8$.09,V js, Adm. e Attach complete site plan on paper not less than 8 1/2 x 11 inches in sI flan must •d`9 • Couri4y S- include, but not limited to: vertical and horizontal reference point (BM ction aI r percent slope, scale or dimensions, north arrow, and location and dis rric%( to nearest road: Parcel.l.D. # r a -4,6-~6d APPLICANT INFORMATION - Please print all information., Revtewe by Date Personal information you provide may be used for secondary purposes (Privacy l w s. 15.04 (1) of ' ,f Property Owner t Prope ocatlon 1 e, 4 °Govt. Lot S~_o~14sr; 1/4,S 27 T ~I N,R 'SE (or) Property y+Ownee~r's Mailing Ad-dress Edtik _ 1Ho®k#, Subd. Name or CSM# City State Zip Code Phone Number r-1 City El Village X Town Nearest Road 6qs ox, V-3 F, r e&& 14 New Construction Use: Residential / Number of bedrooms Addition to existing building Replacement Public or commercial Describe: Code derived daily flow e<2AQ glad Recommended design loading rate Z bed, gpd/ft2 / 2 trench, gpd/ft2 Absorption area required- bed, ft2 S6o trench, ft2 Maximum design loading rate 2 bed, gpd/ft2 /Z trench, gpd/ft2 Recommended infiltration surface elevation(s) 7 ft (as referred to site plan benchmark) Additional design/site considerations C-Joll Parent material F Flood plain elevation, if applicable o //X ft Fu: Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Ta k Unsuitable for system ❑ S As U ~s El u El S ?91` El s El S u ❑ S U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Ground , s 4y~Ys3 lYc /✓l wj „~j ,/Vlt~ ~~yy el v. IV Depth to limiting c r in. Remarks: Boring # i l r 3l z S r!~ r- ~s ,,rv 1 a / s Z2!41- Joe s' /Gym ~vil~ 'I✓// -3 Ground lev. Depth to limiting or in. Remarks: CST Name (Please Print) ture Telephone No. Address Date CST Number d z mod` cam,. t sC~ X9-99 0? ~9GY~ / SOIL DESCRIPTION REPORT 3 PROPERTY OWIVERv~+-~ r~GGu~ Page of . PARCEL I.D.# Boring # Horizon Depth Dominant Color Mottles Structure 2 Texture Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Ground J~ /,Si a sr 6, /QJev, , ft. Depth to limiting fact r -27in. Remarks: Boring # Ground elev. Depth to limiting factor in. Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Boring # ; Ground elev. ft. Depth to limiting factor in. Remarks: Boring # Ground elev. ft. ' Depth to limiting factor in. Remarks: SBD-8330 (R.9/98) Soil Test Plot Plan Project Name Jaime Junker Shau ird Address 15207 63rd St. N Stillwater Mn 55082 STM #226900 Lot Subdivision Date 10/30/99 SW 1 /4 SE 1/4S 27 T 31 N/1315 W Township Forest Boring ()Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Steel Fence Post ~ IL System Elevation 101.7 *HRP _..-Alt. BM Top of nail in tree @ 100.0 Pro 4 Bedroom House 50' ~-1 5' 9% Slope B-3 5' Alt M. 60' B.M. B-2 45 lqt o 00' 3 750' Property Line Parcel 014-1057-60-000 04/05/2007 12:21 PM PAGE 1 OF 1 Alt. Parcel 27.31.15.431 014 - TOWN OF FOREST Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - JUNKER, JAIME P & MAUREEN O JAIME P & MAUREEN O JUNKER 1930 CTY RD P GLENWOOD CITY WI 54013 I Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description SC 2198 GLENWOOD CITY SP 8020 UPPER WILLOW REHAB DIST SP 1700 WITC Legal Description: Acres: 40.000 Plat: N/A-NOT AVAILABLE SEC 27 T31 N R1 5W SW SE Block/Condo Bldg: Tract(s): (Sec-Twn-Rng 401/4 1601/4) 27-31 N-1 5W Notes: Parcel History: Date Doc # Vol/Page Type 12/03/1999 614901 1475/536 WD 01/13/1999 595641 1395/251 WD 08/25/1998 585746 1351/223 LC 10/01/1997 566170 1267/257 WD more... 2007 SUMMARY Bill Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 10/18/2005 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 11.000 1,700 0 1,700 NO UNDEVELOPED G5 29.000 29,000 0 29,000 NO Totals for 2007: General Property 40.000 30,700 0 30,700 Woodland 0.000 0 0 Totals for 2006: General Property 40.000 30,700 0 30,700 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 Wisconsin Department of Commerce SOIL AND SITE EVALUATION f Division of Safety and Buildings Page ( of Bureau of Integrated Services in accordance with s. ILHR 83.09, Wis. Adm. Code -Z Attach complete site plan on paper not less than 8 1/2 x 11 inches. in size. Plan'must County ~ include, but not limited to: vertical and horizontal reference point (M), direction' and t C~ I percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I. D. If foe -cz) APPLICANT INFORMATION -Please print all i ' rr. Reviewed by Date Personal information you prov' be used for second pure e~( acy Law, s. 15.04 (1)"(m)): -z - /ly Property Owner t Property Location •'f on. t. Lot 1/4 f C. ? 7 T N,R ~_E (o W Property Owner's Mai ing Address Lot # Bl&k# Subd. Name or CSM# City State Zip Code Phone Nunl r,k f Y, El City, El Village Town Nearest Road ell - Y / Z (7 t/ -Y r d 1-2p,lew Construction Use: )RlResidential / Number of bedroorrrsAddition to existing building ❑ Replacement ❑ Public or commercial - Describe: t~, Code derived daily flow gpd Recommended design loading ratio ;f' bed, gpd/fig Ztrench, gpd/ft2 Absorption area required ✓ 7s bed, ft2 ~7- trench, ft2 Maximum design loading rate 0.~_• bed, gpd/ft2 Z trench, gpd/ft2 Recommended infiltration surface elevation(s) ft (as referred to site plan benchmark) Additional design/site considerations ,454 Parent material Flood plain elevation, if applicable ti") ~7 ft i S = Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank U = Unsuitable for system ❑ S 9 U as ❑ U r s Ku ❑ s P9 _u ❑ S „9~ u.,70 S -K U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Structure GPD/ft2 g Texture Consistence Boundary Roots in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. Bed Trench D D 3/2 /S_ -17 7 Y Ground eI, Depth to limiting factor -in. Remarks: fy i p, ra % Boring # 17 "V2, P- eZ LP,, s /77 t4- Ground .Z ' 2, S - t' / 413 `l'N a4J/ N P• N~f' elev. Depth to limiting factor Z' _in. Remarks: CST Name (Please Print) Telephone No. Address Date CST Number i / llu~IL SOIL DESCRIPTION REPORT PROPERTY OWNER Page of PARCEL I.D.# , Boring # Horizon Depth Dominant Color Mottles Structure 2 Texture Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench AA /W 02- -3 Ground 3 2-Jrvd~ Je elev. Depth to limiting factor Remarks: ~d k C~irCl e v f Boring # -3 Ground ry gel Depth to limiting ~99r ~~jj in. Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench Boring # Ground elev. ft. Depth to limiting factor in. Remarks: Boring # Ground elev. ft. Depth to limiting factor in. Remarks: SBD-8330 (R. 07/96) Soil Test Plot Plan Project Name Ned Hahn Sha Address 1946 US Hwy 63 Emerald Wi 54012 CSTM #226900 Lot Subdivision Date 5/20/99 SW 1 /4SE 1/4S27 T 31 N/R 15 W Forest Township Boring ()Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Nail in Tree with Orange Ribbon System Elevation 99.2 * H R P Same as Benchmark Alt. BM Top of White Stake with Orange Ribbon @ 95.8 1320' Property Line Swamp I 75' w N O 6% ,moo Slope, Alt. B-,- 90' 15' c~ 30' 0' 600' B.M 0' B-3 °o 0 US Highway 64