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Home My WebLink About014-1016-80-000 2002 Wisconsin Department of Commerce SOIL EVALUATION REPORT page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code A.C.E. Soil & Site Evaluations County Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must St. Croix include, but not limited to: vertical and horizontal reference pant (BM), direction and parcel -ID. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. 014-1016-80-000 Pieass print aft information. Reviewed Date Personal information you provids may u 15.04(1) (m)). ' Zv b (O Property Owner Property Location Wi1Nam R. & Lynn E. Steel Govt. Lot SW 1/4 SE 19/S 7 T 31 N R 15 W Property Owner's Mailing Address S E P Lot # Block # Subd. N or 13555 Pennock Ave. xtsbng 40 Acre Parcel City State ip COO fen Kta"Ty I City I Village 16 Town Nearest oad Saint Paul MN Forest 220Th Ave. -1 I I j 01 New Construction Use: 01 Residential / Number of bedrooms 3 Code derived design flow rate 450 GPO I Replacement _I Public or commercial - Describe: Parent material Glacial Till Flood plain elevation, if applicable na General comments and recommendations: Soil suitable for mound with 15" of sand fill placed on 96.12' contour. System elevation to be = 97.37'. Recommend dispersa- I cell ign at 4.5' x 100.0' Boring # Boring Pit Ground Surface elev. 96.62 ft. Depth to limiting factor 21 in. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eft#1 "Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-6 10yr3/2 none sil 2fsbk mvfr as 2fm 0.6 0.8 2 6-12 10yr4/3 none sit 1tht I mvfr cs 2f,1m 0.4 0.6 3 12-18 10yr4/3 none sit 2f&msbk mvfr Cw 2vf,1f, 0.6 0.8 4 18-21 10yr5/4 none sit 2msbk mfr Cw lvf,f 0.6 0.8 5 21-32 10yr5/4 f2f 7.5yr5/8 sil 2msbk mfr Cw 1vf 0.6 0.8 6 32-46T 10yr4/3 m3p 7.5yr51 8 scl 1c1:3bk mfi - - 0.2 0.3 C isel plow site to > 14" to disturb and re-align platey structure tounci in H#2. Boring # I Boring 2 16 Pit Ground Surface elev. 96.65 ft. Depth to limiting factor 22° in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots 1 PD ff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-11 10yr3/2 none SO 2fsbk mvfr Cw 2fm 0.6 0.8 2 11-22 10yr4/3 none sil 2fsbk mvfr cis 2vf,f 0.6 0.8 3 22-32 5yr4/4 1d manganese comtgrifty scl 1csbk mvfr aw 2vf,1f 0.2 0.3 4 32-52 10yr4/4 m3p 7.5yr5/8 0sg ml aw 1vf,f 0.6 0.8 5 52-73 1 Oyr5/6 f2f 7.5yr5/8 sd 2csbk mvfi - 1 of 0.4 0.6 • Effluent #1 = 8OD5> 30 < 220 mg/L nd TSS >30 150 mg/L uent #2 = BOO < 30 mg/L and TSS <30 mg/L CST Name (Please Print) Sign re: CST Number James K. Thompson 3602 Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Os a, WI 54020 8/10/2006 715-248-7167 Property Owner William R. & Lynn E. Steely Parcel ID # 014-1016-80-000 Page 2 of 3 Boring* _1 Boring sel pit Ground Surface elev. 94.27 ft. Depth to limiting factor 30- F m. Sod 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 0-7 1Oyr3/2 none sH 2fsbk mvfr Cw 2fm 0.6 0.8 2 7-13 10yr4/3 none sil 2fsbk mvfr Cs 2vf,f 0.6 0.8 3 13-19 7.5yr4/3 none gr sl 2msbk mvfr aw 2vf,1f, 0.2 0.3 4 19-30 7.5yr4/6 none gr sl 2msbk ml aw 1vf,f 0.6 0.8 5 30-37 7.5yr4/6 f2f 7.5yr5/8 Is Osg ml - 1vf 0.6 1.7 6 37-46 10yr5/6 m3p 7.5yr5/8 scl 2csbk MO - - 0.4 0.6 t t Boring # -1 Boring I Pit Ground Surface elev. ft. Depth to limiting factor in. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots in. Mursek Ou. Sz. Cont. Color Gr. Sz. Sh. *Efi#1 *Eff#2 Boring # -I Boring F-1 J Pit Ground Surface elev. ft. Depth to limiting factor in. Sol Application Rate Horizon Depth Dominar Color Redox Description Texture Stnwture Consistence Boundary Roots GPOM In. Murrell Ou. 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. A.GE. SON & Ste Evalu WM SBI)-8330 (R.07Po0) 87. Z-3 ■So;/er/Q ♦ ~.~~vrq ~C~c~,o% e IEw 'ell 4.,B - --ee/Fence ca4? ' E,/ev: _ G.~k r , Cpl of 0~ MI ^it A~ y n'I n ' C /Of~%Af ~ i 9G Zr ~ fide , 61 h 8eu~ h'l 7 o ,4ss u.n,cd,c k iA _ /CV. ca' ~3.ZO~r 33 {3 30 Parcel 014-1016-80-000 02/13/2008 10:55 AM PAGE 1 OF 1 Alt. Parcel 07.31.15.111 014 - 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 - STEELY, WILLIAM R & LYNN E WILLIAM R & LYNN E STEELY 13555 PENNOCK AVE APPLE VALLEY MN 55124 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description SC 1127 CLEAR LAKE SP 8020 UPPER WILLOW REHAB DIST SP 1700 WITC Legal Description: Acres: 40.000 Plat: N/A-NOT AVAILABLE SEC 7 T31 N R1 5W SW SE Block/Condo Bldg: Tract(s): (Sec-Twn-Rng 401/4 1601/4) 07-31N-15W Notes: Parcel History: Date Doc # Vol/Page Type 02/22/2006 819044 WD 09/28/2005 807773 2897/534 AFF 06/10/2005 797344 2820/502 WD 07/23/1997 1214/293 WD more... 2008 SUMMARY Bill Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 10/17/2005 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 33.000 5,000 0 5,000 NO PRODUCTIVE FORST LANDS G6 7.000 7,000 0 7,000 NO Totals for 2008: General Property 40.000 12,000 0 12,000 Woodland 0.000 0 0 Totals for 2007: General Property 40.000 12,000 0 12,000 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 lAkwnsin SOIL EVALUATION REPORT #34 Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of Division of Safety and Building Fredericks Perc Testing C unty Attach complete site plan on paper not less h in size. Plan must St. Croix include, but not limited to: vertical an horizontal reference poi it (BM), direction and i / C1 J percent slope, scale or dimensions, no ROa*enaL gn d dist,"o pearea qtr. P reel I.D. Please print all information. vi ed By ` Date Personal information you provide maybe used for secondary purpose Priva6/T fXfi1AW /p Property Owner STEINBERGER, PATRICK Govt. Lot SW1/4, SE1/4, S7, T31N, R15W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# ,n 286 Barron-Dunn Ave V (K/~ ) City State Zip Code Phone Number ❑ City ❑ Village ❑ Town Neare oaadd~+ AVe Clear Lake WI 54005 715-263-3376 Forest e-~ ❑ New Construction Ilse: ❑ Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material Glacial drift & loess Flood plain elevation, if applicable na ft. General comments Recommend a mound having a centerline located on or near the 96.5' contour. and recommendations: 1 Boring # ❑ Boring ❑ Pit Ground surface elev. 96.2 ft. Depth to limiting factor 21 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#t *Eff#2 1 0-11 10YR 4/3 sil 2fgr mfr cs 2f .6 .8 2 11-21 10YR 4/6 A 2mabk mfr gw if .6 .8 3 21-34 10YR 4/6 cld 7.5YR 5/8 & sil 2mabk mfr dw lvf .6 .8 c2d 7.5YR 6/2 4 34-56 7.5YR 4/6 grs Osg ml dw .7 1.6 5 56-72 7.5YR 4/4 c2d 7.5YR 6/3 sl 2fabk mfr .6 1.0 2 ] Boring # ❑ Boring Pit Ground surface elev. 96.6 ft. Depth to limiting factor 22 in. Soil Application Rate F Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *091 *Eff#2 1 0-9 10YR 4/3 sil 2fgr mfr as 2f .6 .8 2 9-12 10YR 5/4 sil 2fabk mfr gw 2f .6 .8 3 12-22 10YR 4/6 A 2msbk mfr dw 2f .6 .8 2 -50 7.5YR 4/4 c1d 7.5YR 5/8 & sl ifgr mfr di .4 .7 4 c2d 7.5YR 5/3 5 50-78 5YR 4/4 cld 5YR 5/8 & scl Om mfi 0.0 0.0 c2d 7.5YR 6/2 * Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS s30 mg/L and TSS <_30 mg/L CST Name (Please Print) Signature: , CST Number Chris Fredericks 71618 Address Fredericks Perc Testing Date Evaluation Conducted Telephone Number 2017 6# Street Cumberland, WI 54829 9/1/2005 715-419-0127 SBD-8330 (R.09/00) Property Owner STEINBERGER, PATRICK Parcel ID # _ Page 2 of Fi-]Boring ❑ Boring # Z Pd Ground surface elev. 97.6 ft. Depth to limiting factor 21 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Bgundary Roots GPD/fe in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. « *Eff#1 *Eff#2 1 0-11 10YR 4/3 sil 2fgr 'Mfr as 2f .6 .8 2 11-14 10YR 5/4 sil 2fabk mfr gw 2f .6 .8 3 14-21 10YR 4/6 sil 2msbk mfr gw if .6 .8 4 21 10YR 4/6 cld 7.5YR 5/8 & sil 2msbk mfr di 4 7 c2d 7.5YR 6/2 5 40-66 7.5YR 4/4 c2d 7.5YR 6/3 sl Om mfi 0.0 0.0 i " Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 <150 mg/L * Effluent #2 = BOD5 < 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. 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