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Home My WebLink About014-1080-03-000 ~_P 'ORI I VAL. 1927 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page I 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 must County St. Cro include, but not limited to: vertical and horizontal reference point (BM), direction and _ W percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Parcel I.D. Please print all information. Reviewed B), Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).L~ Property Owner Property Location Seidling, and AI, Govt. Lot NE 1/4 Nll~ 1/4 S 9 T 31 N R 15 W Property Owner's Mailing Address Lot # Block # Subd. Nam or CSM# Box 3006 -peeve! ~0 W"'~y City State Zip Code Phone Number City Village/ Town Nearest Road Eau Claire WI 54702 800-386-7969 Forest 290Th St. New Construction Use: V, 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 112.5' rock cell mound on 100.0 contour as upslope edge of rock w/ 2.1' sand fill w/ county/state approval for interpretive site determination for A+0" site ❑ Boring # _ Boring Pit Ground Surface elev. 99.0 ft. Depth to limiting factor 0 in. Soil Application Rate Horizon 1 Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 *Eff#1 *Eff#2 1 0-4 7.5YR 3/3 sit 1 m gr mvfr gs 1 m 2 .3 2 4-13 7.5YR 3/3 - sil 1 m sbk mvfr cs 1 m .2 3 3 13-16 7.5YR 3/3 - sil 1 m sbk mvfr cs 1 m 2 3 - - 4 ~ 16-19 7.5YR 4/4 - sl 1 m sbk mvfr cs 1m .4 6 ~ I ~ I 5 19-30 7.5YR 4/4 f1d 7.5YR 5/8 sl 1 m sbk mvfr cs .4 .6 6 30-42 5YR 4/4 f1d 7.5YR 5/8 sl 0 m mvfr .3 .5 lacks A+4"; presumptive limit is 0"; horizon 3 is markedly gritty with sand, almost sl in texture; some gritty sand in 1 & 2 also, horizon 5 has redo features on S side @ W pit end; N pit side is clean of redox features; horizon 6 has inclusions Is FYI 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 0-4 7.5YR 3/3 - sil 1 m gr mvfr gs 1m .2 .3 2 4-11 1 7.5YR 3/3 - sil 1 m sbk mvfr cs 1 m .2 .3 - 3 11-21 7.5YR 4/4 f1d 7.5YR 5/8,5/3 sl 1 m sbk mvfr gs 1m .4 .6 - 4 21-40 7.5YR 4/4 f2d 7.5YR 5/8,5/3 sl 1 m sbk mvfr - inn _4 - .6 lacks A+4"; presumptive limit is 0"; silt loams gritty w/ s; redoximorphic features become c3p below 29" Effluent #1 = BOD5> 30 < 220 mg/L and TSS 0 < 150 I nt = BOD < 30 mg/L and TSS_< 30 mgr CST Name (Please Print) Sig to e: CST Number Henry F. Grote 222774 Address Certified Soil Testing Date Evaluation Conducted Telephone Number E. 4366 353rd Ave., Menomonie, WI 54751 10/18/2003 715-233-0398 Property Owner Seidling, Bernard Parcel ID # 20+ acre proposed CSM Page 2 -of 3 3] Boring # w Boring V' 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 PD ' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 "Eff#2 1 0-4 7.5YR 3/3 - sil 1 m gr mvfr gs 1 m .2 .3 2 4-13 7.5YR 3/3 sil 1 m sbk mvfr Cs 1 m 2 3 3 13-30 7.5YR 4/4 f3f 10YR 6/3 sil 2 f-m sbk dsh cs 1 m 5 .8 4T30-46 5YR 3/4 s 0 sg dl - 7 1.2 lacks A+4"; presumptive limit is 0;" silt loams gritty w/ s Boring Boring # Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon i Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots BPD/ff___ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 "Eff#2 I I Boring # Boring Pit Ground Surface e e ft. Depth to limiting factor I v. 9 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 i ! i I ! a T 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-3330 (R07/00) Certified Soil Testing t I x0 f i ~ fl 1 ~rA s t a o r ~ o c c n ~ ~ rv o 4 g co a G8 u ~ co ri 1- w ✓ ~ I, J j s So s Ll D r p/ q - to 2 o Zba p SAFETY AND BUILDINGS DIVISION Integrated Services Bureau 13 East Spruce Street INSPECTION REPORT Chippewa Falls, to 54729 1*hsconsin ,nr,niw.comm (715) 2G-2544 Department of Commerce Date of Inspection: October 27, 2003 Plumber Name and Address: Project Name: Seidlin Unknown Use: Legal Description: NE, NE. 9, 31, 15W Site Number: - Certified Soil.Tester Name and Ad ess:/? Hen F. Grote CST 222774 Henry rd , Subdivision: -20 Aa*Pl EQ npe"dAM E4366 353 Ave St. Croix Menomonie WI 54751 MAR 1 0 2004 . Municipality: n of ForO.u County: Owner Name and Address: sr c ~Oo.,f Plan Transaction Number:Bernard Seidling ZON/N ;X FEI y Sanitary Permit Number: PO Box 3006 Wastewater Flow: 450 Eau Claire WI 54702 Persons Present: H. G, 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. The verification of soil conditions is in substantial agreement with the soil profile descriptions as presented by the CST on his Soil Evaluation Report dated 10/18/2003. 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 moderate permeability present in the subsoil. A soil saturation determination pursuant to Comm 85.60 could be completed by a CST and reviewed 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 ursu s site the linear loading rate should not exceed 4.t4 gpd/ft and the basal wastewater application rated should not exceed 0.3 gpd/ft . The longest dimension of the mound must be orientated along the contour. At least 25 inches of sand lift must be used when applying septic tank effluent to the distribution cell. The mound shall be constructed to prevent ponding of surface water behind the concave portion of the mound structure. If there are any questions regarding this report, please contact me. L roy G. J sky, Wa water S ialist 715/726-244 Voice 715/726-2549 Fax cc: ®County ❑ Plumber ® CST. ❑ Owner ❑ Other Parcel 014-1080-03-000 08/02/2012 08:55 A PAGE 1 OF 1 1 Alt. Parcel 09.31.15.593 014 - TOWN OF FOREST Current OX ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 01/17/2006 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner 0 - OVERBY, KYLE & SHARI L KYLE & SHARI L OVERBY 2843 230TH ST CLEAR LAKE WI 54005 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description " 2274 290TH ST SC 1127 SCH DIST OF CLEAR LAKE SP 8020 UPPER WILLOW REHAB DIST SP 1700 WITC SP 0038 CLEAR LAKE FIRE DIST Legal Description: Acres: 9.930 Plat: 10-094-FOREST ESTATES 014-06 SEC 9 T31N R15W PT NE NE BEING FOREST Block/Condo Bldg: LOT 03 ESTATES LOT 3 (9.930AC) Tract(s): (Sec-Twn-Rng 401/4 1601/4) 09-31N-15W NE NE Notes: Parcel History: Date Doc # Vol/Page Type 03/01/2011 932956 TD 10/06/2010 924172 QC 08/20/2008 880318 SD 08120/2008 880317 CO more 2012 SUMMARY Bill Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 05/12/2009 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 9.930 1,500 0 1,500 NO Totals for 2012: General Property 9.930 1,500 0 1,500 Woodland 0.000 0 0 Totals for 2011: General Property 9.930 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