The URL can be used to link to this page

Home My WebLink About014-1080-05-000 ORIGI MAt: 1812 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Certified Soil Testing Attach complete site plan on paper not less than 8'/= x 11 inches in size. Plan mus County t include, but not limited to: vertical and horizontal reference point (BM), direction ar et percent slope, scale or dimensions, north arrow, and location and distance to near s~i6WD Parcel I.D. CSM Pending Please print all information. Reviewed By Date Personal information you provide may)tfe used for secondary purposes48dvacyl.- s. 15.04 (1) (m)). Property Owner Property Location Seidling, Bernard Govt. Lot NW 1/4 NE 1/4 S 9 T 31 N R 15 W Property Owner's Mailing Address r L Blo k Subd. Name or CSM# Box 3006 10 A. CSM Pending o-~ P, ) City Stale Zip Code Phone Number j Cit V' e Town Nearest Road Eau Claire W1 54702 800-386-7 230Th Ave. New Construction Use: ✓i 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/ 25 sand fill w/ state/county approval for interpretive site determination Boring # , Boring Pit Ground Surface elev. NA 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 0-7 7.5YR 3/2 - sil 2 m gr mvfr cs 1f/m .5 .8 2 7-10 7.5YR 3/2 c1d 7.5YR 4/6 sil 2 m pl mvfr cs if 0 0 3 10-18 10YR 5/2 c2p 7.5YR 4/6 sicl 2 f-m sbk mvfr gs 1 m .4 .6 4 18-30 10YR 5/2 c3p 7.5YR 4/6,5/3 sicl 0 m mvfr - 0 0 I lacks A+4": presumptive limit is 0"; horizon 2 has reticulated, decayed roots/organic matter; avoid this area 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 0-5 7.5YR 3/2 - sil 2 m gr mvfr cs 1f/m .5 .8 2 5-11 7.5YR 3/2 - sil 2 f sbk mvfr cs 1f/m .5 8 3 111-14 1CYR 4/3 c2d 7.5YR 4/6 sil 2 f sbk mvfr cs 1m .5 .8 4 14-20 5YR 4/4 f2d 7.5YR 5/8,5/3 sl 2 f-m sbk mvfr - if .3 .5 i lacks A+4": presumptive limit is 0" * Effluent #1 = BOD5 > 30 < 220 mg/L and TSS >30 < 150 mg/L ffluent #2 = BOP <30 mg/L and TSS < 30 mgY- CST Name (Please Print) Signat re CST Number Henry F. Grote 222774 Address Certified Soil Testing Date Evaluation Conducted Telephone Number E. 4366 353rd Ave., Menomonie, WI 54751 7/11/2003 715-233-0398 Property Owner Seidling, Bernard Parcel ID # CSM Pending Page 2 of 3 F3 ] Boring # Boring ✓n Pit Ground Surface elev. 99.8 ft. Depth to limiting factor 0 in. Soil Application Rate Horizon Depth Dominant Color Redox Description , Texture Structure Consistence Boundary Roots QPD/ 2 in. Munsell Qu. Sz. Cont. Color ` Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-5 7.5YR 3/2 - sil 2 m gr mvfr gs 1f/m .5 .8 2 5-10 7.5YR 3/2 _ sil 2 f sbk mvfr cs 1 m .5 .8 3 10-18 10YR 5/4 l f2d 7.OYR 6 6 /2 4/6 sil 2 f-m sbk mvfr gs 1 m .5 .8 4 18-24 10YR 5/4 c3p 7.5YR 5/8 SO 1 m abk mvfr cw if .2 .3 10YR 6/2 5 24-36 5YR 4/4 f2d 7.5YR 5/3 sl 0 m mfr - - .3 .5 lacks A+4": presumptive limit is 0" ❑ Boring # 1 Boring ~ j Pit Ground Surface elev. 99.7 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 0-5 7.5YR 3/2 - sil 2 m gr mvfr gs 1f/m 5 .8 2 5-11 7.5YR 3/2 - sil 2 f sbk mvfr cs inn .5 .8 3 11-18 10YR 5/4 f1f 7.5YR 4/6 sil 2 f-m sbk mvfr cs 1m .5 .8 4 18-28 7.5YR 4/4 f2d 7.5YR 5/8,5/3 sl 0 m mvfr - .3 .5 lacks A+4": presumptive limit is 0" ❑ 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 P / ' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 'Eff#2 i ~ I I ~ 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. SBD-8330 (R.07/00) Certified Soil Testing 9 ~ d N r N b s r' ^ tY J .S o 4 i- ~ s ID kA n J j~ 3 J X 3 o- ~ CV, / N t O N ~ v .r S 1 o r^ r. nn~l Y~ 5( O CIO 10 o Ci 3 a C 1`o .0 --f rr M F J N Parcel 014-1080-05-000 02/13/2008 11:25 AM PAGE 1 OF 1 Alt. Parcel 09.31.15.595 014 - TOWN OF FOREST Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 01/17/2006 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - NOEL-WHITMAN, KATRINA KATRINA NOEL-WHITMAN 132 N INDIES DR MARATHON FL 33050 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description * 2865 230TH AVE SC 1127 CLEAR LAKE SP 8020 UPPER WILLOW REHAB DIST SP 1700 WITC Legal Description: Acres: 9.710 Plat: 10-094-FOREST ESTATES 014-06 SEC 9 T31 N R1 5W PT NW NE BEING FOREST Block/Condo Bldg: LOT 05 ESTATES LOT 5 (9.710AC) Tract(s): (Sec-Twn-Rng 401/4 1601/4) 09-31N-15W NW NE Parcel Histo : Notes: History: Doc # Vol/Page Type 09/13/2006 834389 ALC 09/05/2006 833724 LC 01/17/2006 816565 10/0094 PLAT 08/23/2005 804284 20/5048 CSM more... 2008 SUMMARY Bill Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 05/16/2007 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 9.700 1,500 0 1,500 NO Totals for 2008: General Property 9.700 1,500 0 1,500 Woodland 0.000 0 0 Totals for 2007: General Property 9.700 1,500 0 1,500 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 Parcel 014-1020-20-200 11/29/2005 01:09 PM PAGE 1 OF 1 Alt. Parcel 9.31.15.1308 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 - FOUR STAR PROPERTIES INC FOUR STAR PROPERTIES INC PO BOX 3006 EAU CLAIRE WI 54702 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description ` 2865 230TH AVE SC 1127 CLEAR LAKE SP 1700 WITC Legal Description: Acres: 10.000 Plat: 4610-CSM 17-4610 014/03 SEC 9 T31 N R1 5W PT NW NE CSM 17-4610 LOT Block/Condo Bldg: LOT 02 2 (10.000AC) Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) lbw 09-31N-15W NW NE Iv Notes: Parcel History: Date Doc # Vol/Page Type 09/21/2005 807053 2893/146 QC 04/29/2004 761025 2560/165 AFF 10/15/2003 743758 2436/264 WD 09/12/2003 739879 17/4610 CPSM ore.. 2005 SUMMARY Bill M Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 10/17/2005 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 10.000 1,500 0 1,500 NO i Totals for 2005: General Property 10.000 1,500 0 1,500 Woodland 0.000 0 0 Totals for 2004: General Property 10.000 1,000 0 1,000 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 SAFETY AND BUILDINGS DIVISION Integrated Services Bureau 13 East Spruce Street INSPECTION REPORT Chippewa Falls, WI 54729 726 visconsin www.commerce.state.wi.us/sb (715) 726-2544 544 Department of Commerce Date of Inspection: July 25, 2003 Plumber Name and Address: Project Name: Seidling NA Use: New Residential Legal Description: NW, N , Site Number: Certified Soil Tester Name and Address: Subdivision: Lot 2 Reg M f~/LPcaI b Henry F. Grote, CST 222774 Municipality: Town of Forest E4366 353rd Ave County: St. Croix Menomonie, WI 54751 Plan Transaction Number: NA, Owner Name and Address: Sanitary Permit Number: NA Bernard Seidling PO Box 3006 Wastewater Flow: 450 d s Eau Claire, WI 54702-3006 Persons Present: H. Grote, (800) 386-7969 An onsite soils verification was conducted at the above referenced site as per district policy 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. A typical soil profile could be described as follows: T-1 00-05" 10YR 3/3 sit, 2mgr, mfr, cw. 05-10" 10YR 3/3 sil, 2msbk parting to 2mpl, mfr, cw. 10-16" 10YR 4/4 sil, 2mpl, mfr, aw w/f1f 10YR 4/6 rmfs. 16-20" 5YR 4/4 scl, 2msbk, mfr, w/ c2d 7.5YR 5/6 & 5/3 rmfs. 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 4.5 gpd/ft and the basal wastewater application rated should not exceed 0.3 gpd/ft2 (even if the platy structure is plowed to realign it to blocky structure). At least 26 inches of sand lift must be used when applying septic tank effluent to the distribution cell. The longest portion of the mound must be orientated along the contour. The mound shall be constructed to divert surface water around the up slope mound toe as much as possible. An up slope surface water diversion is recommended to divert surface and shallow subsurface water away from the mound area. If there are any questions regarding this report, please contact me. roy G. ans cy, stewater pecialist Ljansky commerce.state.wi E-mail 715/726-2544 Voice 715/726-2549 Fax cc: [RCounty ❑ Plumber 0 CST ❑ Owner ❑ Other