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Home My WebLink About004-1023-20-000 (4) ORDINAL #2387 SCOJtBI~ SOIL EVALU TION REPORT m. Page 1 of 3 Department of Commerce in accordance wit m 85, Wis. Ad Code Division of Safety and Buildings County Certified Soil Testing, LLC Attach complete site plan on paper not less than 8% x 11 inches in s PI MU St. Croix include, but not limited to: vertical and horizontal reference point (BM), ' ectio percent slope, scale or dimensions, north arrow, and location and distan nea It Parcel I.D. lot 10 Please pri C Date Personal information you provide may be u ed for ><eCpb 9rivacy ~w, s. 15.04 (m)). a Property Owner ~roperty Location Ofstie, Darin AUG 0 3 2007 ovt. Lot NW1/4, SE1/4, S10, T28N, R15W Property Owner's Mailing Address of # Block # Subd. Name or CSM# 2104 Pierce/St. Croix Road ST. CROIX COUNTY 10 Pond View Acres City State i Code Phone N ❑ City ❑ Village ® Town Nearest Road Baldwin WI 54002 715-684-3299 Cady 310Th St. 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 ft. General comments install 3.75'x 120' rock cell mound on 100.0 contour as upslope edge of rock w/ 2.5' sand fill w/ and recommendations: state/county approval for interpretive determination Boring 1 Boring # Pit Ground surface elev. 98.7 ft. Depth to limiting factor 26 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 0-8 7.5YR 3/2 - sil 1 f-m sbk mvfr cs im .4 .6 2 8-17 10 YR 4/3 - sil 1 m sbk mvfr cw lm .4 .6 3 17-26 7.5YR 4/3 - sl 1 m sbk mvfr cs 1m .4 .7 4 26-33 10YR 4/4 f2f 7.5YR 4/6 Is 0 sg ml cw 1m .7 1.6 fld 10YR 6/3 5 33-43 7.5YR 3/4 f2d 7.5YR 5/3 sl 0 m mfr cw - .2 .6 6 43-73 10YR 5/6,6/6 f3d 7.5YR 4/6,5/8 fs 0 sg ml - - .5 1.0 H1 & H2 slightly gritty w/ fs; stratified, irreg & discontinuous 7.5YR 3/4 fsl1(0, m, mvfr) bands w/ f2p 5YR 4/6-7.5YR 5/3 redox in H6 Boring 2 Boring # ❑ Pit Ground surface elev. 100.4 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. Cant. Color Gr. Sz. Sh. •Eff#1 'Eff#2 1 0-10 7.5YR 3/2 - A 2 f-m sbk mvfr cs 1m/c .6 .8 2 10-13 10 YR 4/3 flf 7.5YR 5/3 sil 1 m pl mvfr cs 1m .4 .6 f2d 7.5YR 4/6 3 13-44 7.5YR 3/4,4/4 f j 5YR 5/36 sl 0 m mfr gs 1m .2 .6 4 44-52 7.5YR 3/4 - scl 0 m mfi cs lm 0 0 5 52-60 10YR 4/3,4/4 m2p 7.5YR 4/6,5/8 cl 0 m mfi - - 0 0 10YR 6/2 lacks A+4"; presumptive limit is 0"; H3 has inclusions Icos & Is; H4 has >50% gr & cob Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signatur CST Number Henry F. Grote C 222774 ejm Address Certified Soil Testing, LLC Date Evaluation Conducted Telephone Number E. 4366 353rd Ave. Menomonie, WI 54751 11/22/2005 715-233-0398 SBD-8330 (R 07/00) Property Owner Ofstie, Darin Parcel ID # IOt 10 s; Page 2 of 3 3 Boring ❑ ~ Boring # X~ Pit Ground surface elev. 98.7 ft. Depth to limiting factor 37 in. Soil Application Rat 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 ! 0-8 7.5YR 3/2 - sil 2 f sbk mvfr cs lm .6 .8 2 8-22 10 YR 4/3 - sl 1 m sbk mvfr CW lm .4 .7 3 22-37 7.5YR 4/4 - sl 0 m mfr CW lm .2 .6 4 37-49 7.5YR 3/4 f2f 5YR 4/6,5/3 sl 0 m mfi cw - .2 .6 5 49-68 lOYR 6/6 f2p 7.5YR 5/8 fs 0 ml - - 5 1.0 10YR 6/3 stratified 7.5YR 4/6 fsl, irreg & discontinuous @ 54-60" w/ redox above & below; H3 has some Is inclusions; H3 & H4 have considerable gr & cob w/ redox in H4 adjacent to rocks 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, LLC r~l a d ? ~ s- iy a ~ EO o v~ °a N a~ 6 S lam-. q 9 o' ~J o 60 ~ I~j J O ~ S d- U' Q' J Safety and Buildings 4003 N KINNEY COULEE RD commerce.wi.gov - LACROSSE WI 54601-1831 RECEIVED TDD (608) 264-8777 o / www.commerce.wi.gov/sb/ Department of Commerce JW 2 5 2001 www-wisconsin.gov Jim Doyle, Governor ST. CROIX COUNTY Mary P. Burke, Secretary April 25, 2006 CUST ID No. 222774 ATTN: POWTS Inspector HENRY F GROTE ZONING OFFICE CERTIFIED SOIL TESTING ST CROIX COUNTY SPIA E4366 353RD AVE 1101 CARMICHAEL RD MENOMONIE WI 54751 HUDSON WI 54016 CONDITIONAL APPROVAL Identification Numbers PLAN APPROVAL EXPIRES: 04/2512008 Transaction ID No. 1246796 Site ID No. 710037 SITE: Darin Ofstie (Second Report) Please refer to both identification numbers, Town of Cady, St Croix County above, in all correspondence with the agency. N 1/2, SE 1/4, S10, T28N, R15W Proposed Lots: 6, 10-13, 22-25, and 26 Subdivision: Pond View Acres FOR: Object Type: Soil Saturation Determination Regulated Object ID No.; 1064410 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes andWisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all. code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: 1. Approval is hereby granted pursuant to s. Comm 85.60(2), Wis. Adm. Code, to estimate the depth to seasonal soil -saturation-based_on_an-interpretiveddeter.ination-pr-ocess._Appro-val-of-theinterpreti-ve-determination-negates, the requirement in s. Comm 85.30(2)(b), Wis. Adm. Code to designate the ground surface as the highest level of soil saturation when redoximorphic features are less than 4 inches below the bottom of the A horizon. .2. The estimated highest level of prolonged soil saturation approved under this determination is 6 inches below grade. At least 30 inches of sand lift on top of at least 6 inches of unsaturated, in-situ soil is required for adequate treatment and dispersal. 3. The basal soil application rate for the mound shall be 0.20 gpd/sf for all lots, and the linear loading rate <3.50 gpd/ft for lots 22-24; <3.75 gpd/ft for lots 10-11; and <4.00 for lots 6, 12, 13, and 26 4. Chisel plowing to a depth of 16 inches immediately prior to sand placement is required to improve vertical water movement into the soil solum. 5. Lots 22-24 may be limited to 300 gpd (2-bedroom) designs based on the recommendations of the certified soil tester and the hydraulic limits of the soil application rate and/or linear loading rate. 6. Landscaping the up slope toe of the mound shall be incorporated into the POWTS design to prevent surface water from concentrating along the up slope edge of the mound and to divert surface water drainage away from the system. 7: This approval shall remain valid unless the site is altered in such a way that the depth to soil saturation would change or if saturated conditions are observed for seven consecutive days at depths less than 3 feet below the infiltrative surface of the POWTS distribution component. 8. This approval in no way relinquishes the use of color patterns to estimate the depth to high groundwater on any other parcels or portions of parcels. 9. A copy of this approval letter and attachments must accompany the mound system design for this site for purposes of plan approval and sanitary permit issuance. 10. Specifically not included in the approval are lots 4, and 14-18. Additional information needs to be collected on these lots to ensure adequate depths to seasonal soil saturation are maintained.