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Home My WebLink About004-1022-95-000 (3) 019MINAL N11sco sin #2337 ~ SOIL EVALUA ON REPORT Department of Commerce in accordance with 85, Wis. Adm. Code Page 1 of 4 Division of Safety and Buildings Certified Soil Testing, LLC Attach complete site plan on paper not less than 8/z x 11 inches in size. Ian ust County St. Croix include, but not limited to: vertical and horizontal reference point (BM), dir ion percent slope, scale or dimensions, north arrow, and location and distance t ear ro Parcel I.D. lot 3 Please prl atall n• Rev'ewed By Date Personal information you provide may be used fo 4&fiDPrivacy Law, s. 15.04 ( m)). -:3 1610 Property Owner Property Location Ofstie, Darin AUG 0 v 11107 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. CROIX COUNTY 3 Pond View Acres City Stat Zip Code Phone Number City Village Z 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 pitted till Flood plain elevation, if applicable NA ft. General comments use 3.75'x 120' rock cell mound for 3 br (4'x 150' for 4 br) on 100.0 as upslope edge of rock w/ 2.5' sand and recommendations: fill w/ state/county approval for interpretive determination Fil Boring # Boring X 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 GPD12 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-10 7.5YR 3/2 - A 2 f sbk mvfr cs 1M .6 .8 2 10-14 10YR 5/3 f2d 7.5YR 4/6,5/3 sil 2 f pl mvfr gs 1M 0 .2 3 14-20 10YR 5/3 c3p 7.5YR 4/6,5/3 sil 1 m-c sbk mvfr gs 1M .4 .6 4 20-25 10YR 4/4 c2p 7.5YR 4/6,5/8 sl 1 m-c sbk dh gs im .4 .7 7.5YR 5/3 5 25-35 10YR 4/6 lOYR 6 6 c3p /2 5/8 scl 0 m dh - if 0 0 lacks A+4"; presumptive limit is 0"; H3 sbk occasionally parts to 1 f pl & grades towards sl w/ increasing s w/ increasing depth; 1 f roots to 30" Boring 2 Boring # X Pit Ground surface elev. 99.5 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 0-3 7.5YR 3/2 - sil 2 m gr mvfr gs if/m .6 .8 2 3-11 7.5YR 3/2 - sil 2 f sbk mvfr cs 1M .6 .8 3 11-18 10YR 4/3 fld 7.5YR 4/6 sil 1 m sbk mvfr gs 1M .4 .6 4 18-26 10YR 4/6 c2d 7.5YR 4/6 sl 1 m sbk dh gs 1M .4 .7 5 26-38 10YR 4/6 c2d 7.5YR 4/6 sl 0 m dh - 1M .2 6 lacks A+4"; presumptive limit is 0"; H3 sbk occasionally parts to 1 m pl; 1 m roots to 35" * Effluent #1 = BOD5> 30 < 220 mg/L and TSS >3 < 150 mg/L * E t #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signatu CST Number Henry F. Grote 222774 Address Certified Soil Testing, LLC Date Evaluation Conducted Telephone Number E. 4366 353rd Ave. Menomonie, WI 54751 10/3/2005 715-233-0398 S13D-8330 (R.07/00) Property Owner Ofstie, Darin Parcel ID # lot 3 Page 2 of 3 i - Boring Boring # Pit Ground surface elev. 99.1 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. Color Gr. Sz. Sh. •Eff#1 •Eff#2 1 0-3 7.5YR 3/2 - sil 2 m gr mvfr gs if/m .6 .8 2 3-9 7.5YR 3/2 - sil 2 f sbk mvfr cs im .6 .8 3 9-17 10YR 5/3 c2d 7.5YR 4/6,5/3 sil 1 m-c sbk mvfr gs im .4 .6 4 17-20 10YR 4/4 c2p 7.5YR 4/6,5/3 sil 1 m sbk ds gs lm 4 .6 c3p 7.5YR 4/6,5/8 5 20-30 lOYR 4/4 7,5YR 5/3 sl 0 m dh - if 2 6 lacks A+4'; presumptive limit is 0'; H3 sbk very occasionally parts to 1 m pl; 1 f roots to 28" 4 Boring ❑ Boring # X Pit Ground surface elev. 99.2 ft. Depth to limiting factor 18 in. Soil Application Rat Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Cola Gr. Sz. Sh. 'Eff#1 •Eff#2 1 0-10 7.5YR 3/2 - sil 2 f sbk mvfr cs lm .6 .8 2 10-18 10YR 4/3 - sil 1 m sbk mvfr gs lm .4 .6 3 1821 lOYR 4/3 flf 7.5YR 4/6 sil 1 m sbk dsh gs 1m .4 6 4 21-26 10YR 4/4 f2d 10YR 6/2 sl 0 m dh gs im .2 6 5 26-46 10YR 4/6 f2d 7.5YR 4/6,5/3 sl 0 m dh - - .2 .6 I H3 has occasional gy si coats on peds 5 _ Boring Boring # x Pit Ground surface elev. 96.2 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. Cola Gr. Sz. Sh. •Eff#1 `Eff#2 1 0-11 7.5YR 3/2 - sil 2 f sbk mvfr cs lm .6 .8 4/6 2 ! 11-18 10YR 4/3 c2d 7.5YR sil 1 m sbk mvfr ~ lOYR 6/2 2 gs im .4 .6 3 18-34 10YR 4/4 c2d 7.5YR 4/6,5/8 sil 0 m dsh - lm 0 .2 7.5YR 5/3 I i I I I j I lacks A+4"; presumptive limit is 0"; H2 sbk occasionally parts to 1 f-m pl; 1 m roots to 32" ' 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. S1313-8330 (R.07/00) Certified Soil Testing, LLC Property Owner Ofstie, Darin Parcel ID # lot 3 Page 3 of 4 6 Boring Boring # Pit Ground surface elev. 100.9 ft. Depth to limiting factor 0 in. X''~ 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 0-3 7.5YR 3/2 - sil 2 m gr mvfr gs if/m .6 .8 2 3-7 7.5YR 3/2 - sil 2 f sbk mvfr gs lm .6 .8 3 7-9 7.5YR 3/2 - sil 1 m sbk mvfr Cs lm .4 .6 4 9-15 10YR 4/3 c2d 7.5YR 4/6 sil 1 m sbk mvfr gs im .4 .6 10YR 6/2 c2d 7.5YR 4/6 5 15-31 10YR 4/4 10YR 6/2 sl 0 m dh - lm .2 .6 i lacks A+4"; presumptive limit is 0"; H3 sbk occasionally & H4 commonly part to 1 f pl & 1 m pl; 1 m roots to 28" 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 Z ~ z o Zo 4-o M~ ~1 oo.q 1. CQQ6~ S.oR~ i, C~Z~s~ 13 ~ / w I i rv ~Otl.C. _.~Q ~1- r 1 ~~r)C.(~0~•.C:` ~Ll.Vi r 3 I / 1 / j Safety and Buildings • commerCe.wi.gov 4003 N KINNEY COULEE RD RECEIVED LA CROSSE WI 64601 A831 TDD (608) 264-877x7 iscon's-in JUN 2 zQ07 www.commerce.wi.go/sb/ Department of Commerce ST. CROIX 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 PLAN APPROVAL EXPIRES: 03/10/2008 Identification Numbers Transaction ID No. 1240465 SITE: Darin Ofstie Site ID No. 709674 Town of Cady, St Croix County Please refer to both identification numbers, NE1/4, SETA, SIO, T28N, R15W above, in all corres.p ondence 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.