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Home My WebLink About004-1022-95-000 (6) " ORIGIN" Aisconsin SOIL EVALUATION REPORT #2384 Department of Commerce in accordance Comm 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% x 11 inch . size. ust County $t, include, but not limited to: vertical and horizontal reference point ( directs an percent slope, scale or dimensions, north arrow, and location and dista to ne ad. Parcel I.D. lot 7 Please p e ed By Date Personal information you provide may b used fb~edntl r ~S (Priva Law, s. 15.04 (1) (m)). 10 O Property Owner Property Location Ofstie, Darin AUG 0 3 2007 Govt. Lot NE1/4, SE1/4, S10, T28N, R15W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 2104 Pierce/St. Croix Road ST. CF201X COU 7 Pond View Acres City Stati Zip He PheRe NTY ❑ Ci Village ® Town Nearest Road Baldwin WI 54002 715-684-3299 Cady 3 New Construction Use: Z Residential / Number of bedroom C e derived design flow rate 300 GPD Replacement L-] Public or commercial - Describe: 2 Sl Parent material loess over till Flood plain elevation, if pplicable NA ft. General comments install 3.75'x 80' 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 Boring ❑ Boring # X Pit Ground surface elev. 99.3 ft. Depth to limiting factor 0 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 1 0-8 7.5YR 3/3 - sil 2 f sbk mvfr cs if/m .6 .8 2 8-11 7.5YR 3/3 - sil 1 m sbk mvfr cs lm .4 .6 3 11-16 10YR 4/4 c2d 7.5YR 4/6 sil 1 m pl mvfr gs lm .4 .6 4 16-22 10YR 4/4 m2p 7.5YR 4/6,5/8 sil 1 m sbk mfr gs im .4 .6 7.5YR 5/3 5 22-36 10YR 8/2 c2d 7.5YR 4/6 Ifs 0 m dh - - 0 0 lacks A+4"; presumptive limit is 0"; 2-8 mm inclusions of H3 in H2; H5 is generally weakly cemented, effective BR ❑ Boring # Boring X Pit Ground surface elev. 100.8 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 3/3 - sil 2 f sbk mvfr gs lm .6 .8 2 7-11 7.5YR 3/3 - sil 1 m sbk mvfr cs 1m .4 6 3 11-13 7.5YR 3/3 flf 7.5YR 4/6,5/3 sil 1 m sbk mvfr cs 1m .4 .6 4 13-18 10YR 4/3 c2d 7.5YR 4/6,5/3 sil 1 m-c pl mvfr gs lm .4 .6 5 18-25 10YR 4/3 c2d 7.5YR 4/6.5/3 sl 0 m mfr gs lm .2 .6 6 25-34 10YR 8/2 f2d 7.5YR 4/6 Ifs 0 m dh - - 0 0 lacks A+4"; presumptive limit is 0"; H5 is generally weakly cemented, effective BR Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L " Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L P 4:4 A a. CST Name (Please Print) Sign t e: CST Number Henry F. Grote 222774 Address Certified Soil Testing, LLC Date Evaluation Conducted Telephone Number E. 4366 353rd Ave. Menomonie, WI 54751 10/10/2005 715-233-0398 SBD-8330 (R.07/00) Property Owner Ofstie, Darin Parcel ID # lot Page 2 of 3 3 Boring Boring # y pit Ground surface elev. 99.0 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 0-4 7.5YR 3/2 - sil 2 m gr mvfr gs if/m .6 8 2 4-9 7.5YR 3/2 - sil 2 f sbk mvfr gs lm .6 .8 3 9-13 7.5YR 3/2 - sil 1 m sbk mvfr cs lm .4 6 4 13-21 10YR 5/3 flf 7.5YR 4/6 sil 1 m pl mvfr gs 1m .4 .6 5 21-31 10YR 4/6 f2d 7.5YR 4/6 fsl 1 m sbk mvfr gs im .2 ! .6 6 31-44 10YR 5/8 c2d 10YR 6/316/2 Ifs 1 m-c sbk ds - 1m .5 1.0 lacks A+4"; presumptive limit is 0"; 1 m roots to 38" 4 Boring Boring # pit Ground surface elev. 100.0 ft. Depth to limiting factor 16 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 0-6 7.5YR 3/3 sil 2 m gr mvfr gs if/m .6 .8 2 6-9 7.5YR 3/3 sil 1 m sbk mvfr cs 1m .4 .6 3 9-16 10YR 5/3 - sil 1 m sbk mvfr cs 1m .4 .6 4 16-24 10YR 4/4 f2d 7.5YR 4/6,5/3 fsl 1 m sbk dh I gs 1m .2 .6 5 24-38 7.5YR 4/6 c2d 7.5YR 5/8 fsl 0 m dvh - lm 2 5 c3d 10YR 6/2 I ~ marginal A+4"; H3 sbk occasionally parts to 1 IF pl; 1 m roots to 36 i it it I i ' Effluent #1 = BODS > 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-33 30 (R.07/00) Certified Soil Testing, LLC N~ 1 2 ~p ZO ~-C T"'~ 2Z 2~ } 4 ,,.o C,) 1 a i Ct l70 , O~ 5 o"1b a~ (aq,z5 ~ ~'~'or8~ ~ "4•~~b \ M~aS Safety and Buildings commerce.Wl.gov 4003 N KINNEY COULEE RD FRECEX IVED LACROSSE W1 54601-1831 TDD (608) 264-8777 iscon'sin 5 z007co~ nsnVgov COUNTY Jim Doyle, Governor Mary P. Burke, Secretary March 10, 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. 03/10/2008 Transaction ID No. 1240465 ~I SITE: Darin Ofstie Site ID No. 709674 Town of Cady, St Croix County Please refer to both identification numbers, NEIA, SE1/4, S10, T28N, R15W above, in all correspondence with the agency- Proposed Lots: 1-3, 5, 7, 8, and 25 FOR: Object Type: Soil Saturation Determination Regulated Object ID No.: 1062716 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 based on an interpretive determination process. Approval of the interpretive 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 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 0.2 gpd/sf, and the linear loading rate <3.5 gpd/ft for lots 1, 2, 5, 7, and 8, and <4.0 gpd/ft for lots 3 and 25. 4. Note that lot 7 has a restricted area for mound installation and is limited to a 2-bedroom home (300 gpd design flow). 5. Chisel plowing to a depth of 16 inches immediately prior to sand placement is required to improve vertical water movement into the soil solum. 6. Landscaping up slope 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. See comments by the Certified Soil Tester regarding landscaping requirements for each lot. 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. Even though lots 4, 27, and 28 are discussed in the attached report, they have not been approved for a POWTS.