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Home My WebLink About020-1404-01-000 ' RECEIVED 1535 Wisconsin Department of Commerce SOIL EVALUATION REP RT page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code A.C. . Soil & Site Evaluations 2002 Cou Attach complete site plan on paper not less than 8'% x 11 inches in size. Plan must St. Cro* include, but not limited to: vertical and horizontal reference point (BM), direction and rt~F201X COUNTY d percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Pa ONING O ` I Z; Please print all infonmadon. By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). A0 AA- n _ Property Owner Property Location Betty & Dick Evjen Govt. Lot NE 1/4 SW 1/4 S 29 T 19 N R 29 W Property Owner's Mailing Address Lot # Block # Subd. Nine or CSW P.O. Box 225 1 Proposed Plat Of Waldin Woods City State Zip Code Phone Number _j City ] Village p i Town Nearest Road Hudson WI 54016 715-386-2658 Hudson Carmichael Rd Namigmstruction Use: $011 Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Repl J Public or commercial - Describe: Parent material Glacial outwash _ Flood plain elevation, if applicable na General comments and recommendations: Recommend installing 4 trenches at Tx 62.5' using 40 high capacity infiltrator chambers. Recommended system elev. = 91.50'. Boring # J l Boring vb "T Pit Ground Surface elev. 95.41 ft. Depth to limiting factor >90° in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIfe *Eff#1 *Eff#2 1 0-16 1Oyr3/1 none sit 2fsbk mvfr cs 2fmc 0.5 0.8 2 16-28 1Oyr3/3 none sill 2msbk mvfr cs 2fmc 0.5 0.8 (P 1 3 28-41 1 Oyr4/4 none sill 2msbk mvfr aw 1 fm 0.5 0.8 b 4 41-62 5yr4/6 none Is & gr. Osg ml aw 1fm 0.7 1.2 5 62-86 J 7.5yr4/6 none s Osg ml gs - 0.7 1.2 86-90 1Oyr5/4 none s Osg ml - - 0.7 1.2 Horizon #4 contains approamately 20% gravel & cobbles. M 01 Boring # . I Boring Pit Ground Surface elev. 94.73 ft. Depth to limiting factor >921' in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fl' *Eff#1 *Eff#2 1 0-12 1Oyr3/2 none sl 2fsbk mvfr cs 2fm,lc 0.5 0.9 2 12-26 1Oyr4/4 none sl 2msbk mvfr aw 2f,1mc 0.5 0.9 lp t 3 26Z~j 7.5yr4/6 none gr. Is 0 sg ml cw 2f,1m 0.7 1.2 °~~-9 4 41-77 1Oyr5/6 none gr. s 0 sg ml gw 1vf&f 0.7 1.2 5 77-92 1Oyr6/4 none gr. s 0 sg ml - - 0.7 1.2 Horizons #3, 4, & 5 contain approx 20% gravel and cobbles. * Effluent #1 = BOO 5> 30 < 220 mg/L and TSS 30 < 150 mg/L * = BODS .5_30 mg/L and TSS < 30 mg/L CST Name (Please Print) S' ature: CST Number James K. Thompson aj~l 3602 Address AC.E. Sal & Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, WI 5402 4/26/02 715-248-7767 , V property owner Betty & Dick Evjen Parcel ID # 020-1083-30-000 Page 2 of 3 3 ] F Boring # 6 Boring - Pit Ground Surface elev. 96.23 -ft. Depth to limiting factor >93" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots 2 *Eff#1 *Eff#2 1 0-12 10yr3/3 none sl 2fsbk mvfr cs 2fm,1c 0.5 0.9 A, 2 12-25 10yr4/3 none sl 2fsbk mvfr cw 2fm,1c 0.5 0.9 (P 3 25-38 10yr4/6 none gr. sl 2msbk mfr aw 1fm 0.5 0.9 4 38-48 7.5yr4/6 none s 0 sg ml cw 1vf 0.7 1.2 av 5 48-93 10yr5/6 none gr. s 0 sg ml - - 0.7 1.2 S° Horizons #3 & 5 contain approx 20% gravel and cobbles. 4 ] Boring # J Boring ✓j Pit Ground Surface elev. 96.06 ft. Depth to limiting factor >92" in. Sal Application Rate F Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots 2 *Eff#1 *Eff#2 1 0-17 10Yr2/1 none sl 2fsbk mvfr cs 2fm,1c 0.5 0.9 b 2 17-30 10yr3/2 none sl 2fsbk mvfr cw 2fm,1c 0.5 0.9 3 30-48 10yr4/4 none sl 2msbk mfr aw 1fm 0.5 0.9 , 4 48-72 7.5yr4/6 none is 0 sg ml cw 1vf 0.7 1.2 0:2( - 5 72-92 10yr5/6 none gr. s 0 sg dl - - 0.7 1.2 T n- Horizon # 5 ins approx. 10% gravel and cobbles. ►~fCtedf~ r~~ ~.QSc..~ 19vt . F-51 Boring # Jj Boring t Pit Ground Surface elev. 93.01 ft. Depth to limiting factor >98" in. Soil Application Rate Horizon Depth Dominant Color Redox Description 7Texture Structure Consistence Boundary Roots GPDIfI2 *Eff#1 *Eff#2 1 0-24 10yr2/1 none 2fsbk mvfr gs 2fmc 0.5 0.9 , (P 2 24-38 10yr3/2 none sil 2fsbk mvfr gs 2f,1mc 0.5 0.8 , 3 38-53 10yr4/4 none sil 2msbk mfr gs 2f,1m 0.5 0.8 [P 4 53-66 7.5yr4/6 none scl 2msbk mfr cw 2f 0.4 0.6 5 66-98 10yr5/6 none gr. s 0 sg ml - - 0.7 1.2 Horizon # 5 contains approx 10% gravel and cobbles. * Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 -i_30 mg/L and TSS <30 mg/L The Department of Commerce is an equal opportunity service provider and employer. 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