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Home My WebLink About004-1023-20-000 (13) Aisconsin ORIQHM SOIL EVALUATION REPORT #2395 Department of Commerce in accordance omm 85, Wis. Adm. Code Page 1 of 3 Division of Safety and Buildings Certified Soil Testing, LLC County Attach complete site plan on paper not less than 8% x 11 inches size. n t St. Croix include, but not limited to: vertical and horizontal reference point (B direct) and percent slope, scale or dimensions, north arrow, and location and distal to ne 60 ad. Parcel I.D. `iat'YQ-~ Please print all information. Riewed By D t Personal information you provide maybe sed for REC&Ef rivacy Law, s. 15.04 ) (m)). ZS Property Owner Property Location Ofstie, Darin Govt. Lot /I r) NW1/4, SE1/4, S10, T28N, R15W Property Owner's Mailing Address Lot # ock # Subd. Name or CSM# 2104 Pierce/St. Croix Road Pond View Acres City State Zip Code Phone Number City ❑ Village ® Town Nearest Road Baldwin WI 54002 715-684-3299 Cady 310Th St. New Construction Use: ® Residential / Number of bedrooms 2 Code derived design flow rate 300 GPD Replacement ❑ Public or commercial - Describe: Parent material loess over pitted till Flood plain elevation, if applicable NA ft. General comments install 3.5'x 86' rock cell mound on 100.0 contour as upslope edge of rock w/ 2.5' sand fill w/ state/county and recommendations: approval for interpretive determination M Z Boring # L 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 Consisten Boundary Roots GPD/ft' in. Munsell Qu.'Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-3 7.5YR 3/2 - sil 2 m gr mvfr gs 1M .6 .8 2 3-9 7.5YR 3/2 - sil 2 f sbk mvfr cs 1M .6 .8 3 9-11 10YR 4/3 flf 7.5YR 3/4 sil 1 f pl mvfr cs lm .4 .6 4 11-18 10YR 4/3 c2d 7.5YR 4/6,5/3 sil 1 m sbk mvfr gs lm .4 .6 5 18-24 7.5YR 4/3 f2d 7.5YR 5/3,4/6 sl 1 c sbk mvfr cs 1m .4 .7 6 24-33 7.5YR 4/4,4/6 f2d 7.5YR 5/3 sl 0 m mfi cs lm .2 .6 lacks A+4"; presumptive limit is 0"; H4&5 sbk occasionally part to 1 m pl; H8 is often resistant to penetration; weakly cemented w/ sl bands [7 is 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 } 33-38 10YR 4/6 f3f 7.5YR 5/3 fs 0 sg ml cs - .5 1.0 T 38-64 7.5YR 4/4,4/6 - s/mcos 0 sg/m ml/mfi - - 0 0 H8 sl bands have f2d 7.5YR 5/3 redox features + 1" 10YR 6/3 cl band @ 55" ' Effluent #1 = BOD5> 30 < 220 mg/L and TSeS >30 < 150 mg/L ' Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Sin ure: CST Number c 222774 Henry F. Grote 2~~ Address Certified Soil Testing, LLC Date Evaluation Conducted Telephone Number E. 4366 353rd Ave. Menomonie, WI 54751 12/5/2005 715-233-0398 SBD-8330 (R.07/00) Property Owner Ofstle, Darin Parcel ID # lot 22 Page 2 of -3 2 Boring ❑ Boring # Pit Ground surface elev. 99.1 ft. Depth to limiting factor 32 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 0-10 7.5YR 3/2 - sil 2 f sbk mvfr cs 1m .6 .8 2 10-18 10YR 4/3 - sil 1 m sbk mvfr cs lm .4 .6 3 18-32 7.5YR 4/4,4/6 - Is/s 0 sg mi gs lm .7 1.6 4 32-60 10YR 4/4,4/6 - s 0 sg/m dl/dsh cs if 0 0 5 60-72 7.5YR 3/4 - Is 0 m mfr - if 0 ! 0 H3 has some 7.5YR 3/4 cemented Is inclusions; H4&5 are generally resistant to penetration, tight, likely weakly cemented, effective BR w/ loose pockets; 1 f roots to 63" 3 Boring Boring # X Pit Ground surface elev. 99.5 ft. Depth to limiting factor 31 in. Soil Application Rat Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 ~E11#2 1 0-7 7.5YR 3/2 - sill 2 m gr mvfr gs 1m .6 .8 2 7-14 7.5YR 3/2 - sil 2 f sbk mvfr cs 1M .6 8 3 14-20 10YR 4/3 - sil 1 m sbk mvfr cs 1m .4 .6 4 20-31 IOYR 3/4 - mcos 0 sg ml cw 1M .7 1.6 5 31-42 7.5YR 3/4 - mcos 0 m mfi cs 0 0 6 42-68 4/4,4/6 c2d 7.5YR 4/6 10YR 6/3 fs 0 sg ml - - .5 1.0 H5 is generally resistant to penetration, weakly iron cemented (also colors as 5YR 3/4), effective BR; H6 has 1-4" diameter inclusions 7.5YR 5/3 vfs w/ 7.5YR 4/6,5/8 redox features below 54" 4 Boring Boring # X Pit Ground surface elev. 94.6 ft. Depth to limiting factor 0 in. Soil Application Rat Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Cola Gr. Sz. Sh. 'Eff#1 'Eff#2 ! 1 0-9 7.5YR 3/2 flf 7.5YR 3/4 f2d 10YR 6/2 sill 1 m sbk mvfr cs im 4 6 I 2 9-14 10YR 4/3 f2d 7.5YR 4/6,5/3 sil 1 m sbk mvfr gs 1M .4 .6 3 14-26 10YR 4/4 c2p 7.5YR 4/6,5/3 sicl 0 m mvfr gs lm 0 0 4 26-60 7.5YR 4/4 f2p 7.5YR 5/8,5/3 fsl 0 m mfr - - ! .2 .5 i lacks A+4'; presumptive limit is 0'; avoid this area significantly downslope of proposed system area 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 N 3 J s b ~ w o i a A O s ~ ~ rn 1 N d '54 r s i /o N I N Cy i J ~ s c f7 S :n ~ ~ d s 14aJ d s ~ p ,n ~J b ri - N 'SJ Ny n o 1 7~ y j Cl 0 1 `-j Safety and Buildings 4003 N KINNEY COULEE RD commercem.gov LACROSSE WI 54601-1831 RECEIVED TDD#: (608) 264-8777 j isiMnsin www.commerce.wi.gov/sb/ -wisconsin.gov Department ofCoinmenie JUN 2 5 2001www 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: 04/25/2008 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, Subdivision: Pond View Acres 20-S3 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.lzased..on-an_interpr-etii~trdetermination--process.-Approval-ef-the4nterpret-ive-&ter-m-inat-ien-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:53.50 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. 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