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Home My WebLink About018-1047-60-000 f [ORIGINAL 1912 SOIL EVALUATION REPO T Wisconsin Department of Commerce V.j Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code ertified Soil Testing unty f Attach complete site plan on paper not less than 8%: x 11 inches in size. Plan must ° _ $ r LQiX include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. -1047-60-000 Please print all information. Revi ed y Dat Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Buckle, Michael Govt. Lot SE 1/4 SW 1/4 S 21 T 29 N R 17 W roperty Owner's Mailing Address Lot # Block # Subd. Name or CS # 1738 CTHW TT f City State Zip Code Phone Number City Village Town Nearest Road _Lj Hammond WI 54015 715-796-2440 Hammond CTHW TT Use: Residential Number of bedrooms 4 Code derived design flow rate 600 GPD _ Public or commercial - Describe: Cjct'o ess over sandstone Flood plain elevation, if applicable NA _ General comments and rec mmendations: install 8'x 78' rock cell mound on 100.0 contour as upslope edge of rbsk vv/ 0.5' sand fill Boring # -i Boring Y, Pit Ground Surface elev. 99.9 ft. Depth to limiting factor 53 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-4 10YR 3/2 - sil 2 m gr ds cs 1f/m .5 .8 2 4-8 10YR 3/2 - sit 2 f sbk dsh cs 1 m/C .5 .8 3 8-28 7.5YR 3/3 - sicl 2 f-m sbk dh gs 1 m .4 .6 4 28-42 7.5YR 4/4 - sl 1 m sbk dh gs 1 m .4 .6 5 42-53 7.5YR 4/6 - Is 1 m sbk dh cs 1 m .7 1.2 6 53-63 7.5YR 4/6 f2d 10YR 6/2 Is 1 m sbk dh - 7 1.2 occasional gr/cob/st all pits, all horizons FY-1 Boring # ! Boring ✓i Pit Ground Surface elev. 99.6 ft. Depth to limiting factor 45 in. Soil Application Rate Horizon I Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPYM- in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 `Eff#2 1 0-6 10YR 3/2 - sit 2 m gr ds gs 1 m/c .5 .8 2 6-11 10YR 3/2 - sil 2 f sbk dsh cs 1 m/c .5 .8 3 11-33 7.5YR 3/3 - sicl 2 f-m sbk dh gs 1m .4 .6 I 4 33-45 7.5YR 4/4 - sl 1 m sbk dh cs 1m .4 .6 5 45-65 7.5YR 4/4 f2f 7.5YR 5/3 sl 1 m sbk dh - 1 m .4 .6 7.5YR 4/6 occasional gr/cob/st all pits, all horizons < 150 mg/L *1 Effluent #2 = BODS < 30 mg/L and TSS < 30 mgt ' Effluent #1 = BODS> 30 < 220 mg/L and TSS >3 9- C CST Name (Please Print) Signat r CST Number Henry F. Grote 222774 Address Certified Soil Testing Date Evaluation Conducted Telephone Number E. 4366 353rd Ave., Menomonie, WI 54751 10/9/2003 715-233-0398 Property Owner Buckle, Michael Parcel ID # 018-1047-60-000 Page 2 of 3 3 ] Boring # _j Boring F Pit Ground Surface elev. 99.8 ft. Depth to limiting factor 35 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 0-5 10YR 3/2 - sil 2 m gr ds gs 1f/m .5 .8 2 5-9 10YR 3/2 - sil 2 f sbk dsh cs 1 m/c .5 .8 3 9725 7.5YR 3/3 - sicl 2 f-m sbk dh cs 1 m .4 .6 4 25-35 7.5YR 4/4 - sl 1 m sbk dh cs 1 m .4 .6 5 35-60 SSBR NE pit corner has 10Y 8/2 cemented fs, effective BR while SE pit corner has 10YR 5/4 fs (0, sg, dl) w/ irregular, 1/4" 10YR 3/4 sl & Is bands w/ occasional gr & cob F-1 Boring # Boring 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 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff- GPM' #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 GPD/ft' 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 ,VF l ' CIe,s +J0.eri:t-: ol. `>kG~[-.L~~,~1u'T P1..N O\W-\041-60-ao- ~~3~ ci11w T S~-Sw•21-29-1~`~\^~\/ ~,pwv~~ \~~~wwOMA h~G6 Dti~ S 9e~ ~ ~ ~ `IL + cEZ ~ , 4~ ~ \ G-~.TM 222'~l.s 13 bo-e\e`~eQ Kat`►n I w eA z ~ 3 ~ I I ~yr Parcel 018-1047-60-000 04/09/2007 12:19 PAGE 1 OF 1 F 1 Alt. Parcel M 21.29.17.332B 018 - TOWN OF HAMMOND Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): 0 = Current Owner, C = Current Co-Owner 0 - BUCKLE, MICHAEL D & PATRICIA G MICHAEL D & PATRICIA G BUCKLE 1738 CTY RD TT HAMMOND WI 54015 Districts: SC = School SP = Special RzQperty Address(es): Primary Type Dist # Description ' 170""T- 3 T1_ SC 2422 ST CROIX CENTRAL I SP 1700 WITC Legal Description: Acres: 5.000 Plat: N/A-NOT AVAILABLE SEC 21 T29N R1 7W 5 AC IN SE SW COM 1700 Block/Condo Bldg: FT E OF SW COR SEC 21, TH N 480 FT, E 453.75 FT, S 480 FT, TH W 453.75 FT TO Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) POB 21-29N-17W Notes: Parcel History: Date Doc # Vol/Page Type 12/28/1999 616124 1480/362 WD 10/01/1998 588203 1362/043 LC 07/23/1997 814/453 07/23/1997 717/373 more... 2007 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 08/24/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 5.000 38,500 243,700 282,200 NO Totals for 2007: General Property 5.000 38,500 243,700 282,200 Woodland 0.000 0 0 Totals for 2006: General Property 5.000 38,500 243,700 282,200 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: Batch 117 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00