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Home My WebLink About002-1086-20-000 1871 Wisconsin Department of Commerce UATION REPORT Page I of 3 Division of Safety and Buildings i CI de Q )tlgiComr a5, Wis. Adm. Code Certified Soil Testing 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 point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D0 Z - logb- 20 , N Please print all information. I A 0 Review d jp~y ~ Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Q 01- Property Owner Property Location W V j N E y Berkseth, Don Govt. Lot NW 1/4 NE 19 S 34 T 29 N R 16 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 4 ! 733 220th St. 7 2" ~ City State Zip Code Phone Number )City J Village Town Nearest Road _ j4 Baldwin WI 54002 715-684-2059 Baldwin USHW 12 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 4'x 120' rock cell mound on 100.0 contour as upslope edge of rock w/ 2.5' sand fill for 3 br w/ state/county approval for A+0" w/ interpretive determination FT] Boring # Boring Pit Ground Surface elev. 100.0 ft. Depth to limiting factor 0 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 0-9 1OYR 3/2 - sil 3 m gr ds cs 1f1m .5 .8 2 9-12 10YR 4/3 f2d 7.5YR 4/6 IOYR 6/2 sil 2 m sbk dsh cs if .5 .8 3 12-21 1 OYR 4/3 c2d 7.5YR 4/6,5/3 sicl 1 m sbk ds - 1m .2 .3 occasional gy si coats on peds below 9'; 1 m roots to 21'; lacks A+4" presumptive limit is 0" Boring # - Boring ✓i Pit Ground Surface elev. 100.0 ft. Depth to limiting factor 0 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color j Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-10 10YR 3/2 - sil 3 m gr ds cs 1f1m .5 .8 2 10-12 1 OYR 4/3 f2d 7.5YR 4/6 l OYR 6/2 sil 2 m sbk dsh cs 1m 5 8 3 12-24 1 OYR 4/3 c2d 7.5YR 4/6,5/3 sicl 1 m sbk ds - 1 m .2 .3 1 m roots to 20'; lacks A+4" presumptive limit is 0" * Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS 30 mgr CST Name (Please Print) Sign uCST Number Henry F. Grote 222774 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 # Page 2 of 3 3~ F Boring # J Boring Pit Ground Surface elev. 101.0 ft. Depth to limiting factor 0 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 9 10YR 3/2 - sil 3 m r ds cs 1f/m .5 .8 2 9-11 10YR 4/3 - sil 2 m !.7, dsh cs if .5 .8 3 11-16 10YR 4/3 f2d 7.5YR 4/6 sil 2 m sbk dsh cs 1m .5 .8 4 16-22 10YR 4/3 c2d 7.5YR 5/8,5/3 sicl 0 m dvh - - 0 0 lacks A+4" presumptive limit is 0" 47 Boring # Boring ✓l Pit Ground Surface elev. 99.2 ft. Depth to limiting factor 0 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftl in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-9 10YR 3/2 - sil 3 m gr ds cs 1f/m .5 8 2 9-11 10YR 4/3 - sil 2 m sbk dsh cs if .5 .8 3 11-15 10YR 4/3 f2f 7.5YR 4/6 sil 2 m sbk dsh cs 1m .2 .3 4 15-22 10YR 4/3 c2d 7.5YR 5/8,5/3 sicl 0 m dvh - - 0 0 i I 1 m roots to 2lacks A+4" presumptive limit is 0" B ring #i Boring _ Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Hori Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftl in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 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 ~ SG~'n n~ID w Z9 lbw o ~ t-A to 3 lA C Dl~o J C ~..I 4 ' 1 , \ Vi.fy 1A.~~ N Kh ` ~I 1M ~M • \ ` P V.~ ~ z,-, qn S ~S 1~(w ~z tt/w J~s ~ ~ o G ol~ t!~ \ M Ct 0 3~0 5~ d ~ y J-4 dr 1 v _ Al 77 i~•3 ~ f~mmT cq gc CI W' •O) vxT~T ~K a~ v~7 ~viq.. a ovkP..~ Parcel 002-1086-20-000 05/03/2005 03:43 PM PAGE 1 OF 1 Alt. Parcel 34.29.16.497 002 - TOWN OF BALDWIN Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): * = Current Owner * BERKSETH, DONALD W & SHELBY J DONALD W & SHELBY J BERKSETH 733 220TH ST BALDWIN WI 54002 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description SC 0231 BALDWIN-WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 42.000 Plat: N/A-NOT AVAILABLE SEC 34 T29N R16W W 1/2 NE N OF RR R/W Block/Condo Bldg: Tract(s): (Sec-Twn-Rng 401/4 1601/4) 34-29N-16W Notes: Parcel History: Date Doc # Vol/Page Type 07/15/2004 768898 2617/379 WD 09/03/1998 583446 1354/407 WD 12/22/1997 570226 1284/168 WD 07/23/1997 891/61 more... 2004 SUMMARY Bill M Fair Market Value: Assessed with: 42685 Use Value Assessment Valuations: Last Changed: 06/28/2004 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 33.000 1,700 0 1,700 NO UNDEVELOPED G5 9.000 3,300 0 3,300 NO Totals for 2004: General Property 42.000 5,000 0 5,000 Woodland 0.000 0 0 Totals for 2003: General Property 42.000 8,400 0 8,400 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: 04/17/2001 Batch PRGRM Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 ON SAFETY AND BUILDINGS DIVISI Integrated Services Bureau 13 East Spruce Street 03 Chippewa Falls, WI 54729 I~.CO I SPECTION REPORT www.comm~lsj pis-2 Soil Department of TY E F_Zaulu~ Date of Inspection: September 22, 2003 Plumber Name and Address: Project Name: Berkseth Use: New Residential Legal Description: NW, NE, 34, 29, 16W Certified Soil Tester Name and Address: Site Number: Henry F. Grote, CST 222774 Subdivision: E4366 353`d Ave ^ Municipality: Town of Baldwin County: St. Croix Menomonie WI 54751 Owner Name and Address: ` Plan Transaction Number: Don Berkseth Sanitary Permit Number: 733 220th Street Wastewater Flow: 450 gpd Baldwin WI 54002 Y Persons Present: H. Grote, K. Grabau (715) 684-2059 ll An onsite soils verification was conducted at the above referenced site as per district po Icy for all sites with less than four inches of unsaturated soil below the bottom of the A horizon. The intent of this investigation is to confirm initial observations by the certified soil tester (CST) relating to the presence or absence of redoximorphic features in the A horizon and subsoil. In-situ soil texture, structure, and consistence factors were also reviewed as they relate to wastewater application rates. Other site conditions such as percent and direction of slope, landscape position, land surface contour length, and surface water hydrology may also be noted and their effects are factors considered in the recommendations and conclusions portion of this report. Near CST B-2 00-10" 10YR 3/2 I, 2msbk, mfr, gw. 10-14" 10YR 4/3 sl, 2mpl parting to sbk, ds, cw w/ f2f 10YR 4/6 rmfs. Near CST B-4 Similar to B-2. Platy soil structure apparent in subsoil. Recommendations for this site include the possible use of a mound system designed to overcome limitations of a high level of seasonal soil saturation and slow permeability present in the subsoil. A soil saturation determination pursuant to Comm 85.60 must be completed by a CST and approved by the department to certify that this site has at least 6 inches of soil free of saturated conditions for seven or more consecutive days. Should a mound design be pursued for use at this site, the linear loading rate should not exceed 3.75 gpd/ft and the basal wastewater application rated should not exceed 0.2 gpd/ft2. Deep (16+") chisel plowing is recommended to improve subsurface drainage due to platy soil structure. The longest portion of the mound must be orientated along the contour. At least 26 inches of sand lift must be used when applying septic tank effluent to the distribution cell. The mound shall be constructed to divert surface water around the mound structure as much as possible. In addition, an up slope surface water diversion along the fence line should be constructed to divert excess surface water from the mound site If there are any questions regarding this report, please contact me. '~~W4 - q~4_~ L y G. Ja y, Was water Spe list 715/726-2544 Voice 15/726-254 Fax cc: '[County ❑ Plumber )93 CST ❑ Owner ❑ Other