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Home My WebLink About004-1023-20-000 ORIGINAL N s +n n SOIL EVAL ATION REPORT #2382 Department of Commerce in accordance ' omm 85, Wis. Adm. Code Page 1 of 3 Division of Safety and Buildings Certified Soil Testing, LLC Attach complete site plan on paper not less than 8'/z x 11 inches size. an st County St. Croix include, but not limited to: vertical and horizontal reference point (B dire nd percent slope, scale or dimensions, north arrow, and location and dis ce to are road. Parcel I.D. lot 6 Please print all information. 'awed By Date Personal information you provide may be us( d for s 1ilLWE Vacy La , s. 1 4 (1) (m)). a'5 U Property Owner operty Location 6 Ofstie, Darin 2007 vt. Lot NW1/4, SE1/4, S10, T28N, R15W Property Owner's Mailing Address L t # Block # Subd. Name or CSM# 2104 Pierce/St. Croix Road ST. CROIX COUNTY 6 1 ~ Pond View Acres City State Z Code Phone Number ❑ City ❑ Village ® Town Nearest Road Baldwin WI 54002 715-684-3299 Cady 310Th St. X 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 4'x 112.5' rock cell mound on 100.0 contour as downslope edge of rock w/ 2.5' sand fill w/ and recommendations: state/county approval for interpretive determination 17 Z Boring # u Boring Pit Ground surface elev. 98.5 ft. Depth to limiting factor 22 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 0-6 10YR 3/3 - sil 2 m gr mvfr cs if/m .6 .8 2 6-22 10YR 4/3 - sil 1 f-m sbk mvfr cs im .4 .6 3 22-28 10YR 4/3 f2f 7.5YR 5/3 sil 1 m sbk mvfr cs 1m .4 .6 fld 7.5YR 4/6 4 28-37 10YR 6/4 f2d 7.5YR 4/6 fs 0 sg ml cw - .5 1.0 5 37-55 7.5YR 4/6 c3p 7.5YR 5/8,5/3 fsl 0 m mvfr - - .2 .5 one high chroma redox in H3 adjacent to rock; H5 has inclusions 10YR 6/4 fs & Ifs 49-52" ❑ Boring # ❑ Boring I' Pit Ground surface elev. 100.7 ft. Depth to limiting factor 22 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistent Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz, Sh. 'Eff#1 'Eff#2 1 0-11 10YR 3/3 - sil 1 f-m sbk mvfr gs lm .4 .6 2 11-22 10YR 4/3 - sil 1 m sbk mvfr cs im .4 .6 3 22-26 10YR 4/3 f3f 7.5YR 5/3 sil 1 m sbk mvfr Cw 1m .4 .6 4 26-37 7.5YR 4/6 f3p 5YR 4/6 fsl 0 m mvfr CW lm .2 .5 5 37-53 10YR 6/4,7/4 f3p 7.5YR 4/6 fs 0 sg ml - - .5 1.0 H5 sand grades to becoming occasionally tighter w/ increasing depth; becoming partially weakly cemented & less well sorted Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature: CST Number Henry F. Grote ~4~ 5 222774 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) r w Property Owner Ofstle, Darin Parcel ID # lot 6 Page 2 of 3 iy 3 -E] Boring Boring # Pit Ground surface elev. 99.8 ft. Depth to limiting factor 0 in. ® Soil Application Rat Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Colcr Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-10 7.5YR 3/2 - sil 2 f sbk mvfr Cs if/m .6 .8 2 10-11 10YR 4/3 - sil 1 m sbk mvfr Cs lm .4 .6 3 11-22 10YR 4/3 f2f 7.5YR 4/6,5/3 sil 1 m sbk mvfr gs 1m .4 .6 4 22-44 10YR 4/4 m2p 10YR 6/2 Sid 0 m mfi - if 0 0 i lacks A+4"; presumptive limit is 0"; 1 f roots to 36" 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, LLC { i C~ Cl C'F ~l, t-tQ,f~S ~ grJ~`~ Ct cYO,p ) I r y ~\q 8 S~ ~ m `_l Z,q 09 r 2`ev o h ~.J %/6z IS . ~ (l O I . a~ ~ µ4g C9q.:5 3,ayb ~ zs, g3' ~2l w C- 2-0 4-0 Safety and Buildings " 4003 N KINNEY COULEE RD commerceml.gov LA CRO SSE WI 54601-1831 RECEIVED TDD (608) 264-8777 j ' S- /'1 m www.commerce.wi.gov/sb/ Department of Comm Jerbe W 2 5 2007 -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: 04/25/2008 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 26 Subdivision: Pond View Acres FOR: Object Type: Soil Saturation Determination Regulated Object ID No.: 1064410 I The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin 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..oiLan.interpretivedetermination-process.- Approval-of -the-inte4pr-eti-veJetennination- negate-s- 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.