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Home My WebLink About030-2137-13-000 1065 Wisconsin Department of Commerce SOIL EVALUATION REPORT page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Steel Sail Service Attach complete site plan on paper not less than 8'% x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and ~ percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Par, Please print all information. Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m))- J l v Property Owner Property Location Derrick Construction Inc. Govt. Lot NW 1/4 NE 1/4 S 5 T 29 N R 19 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 1505 Hwy. 65 13 na Bluebird Bluffs City State Zip Code Phone Number City j Village jK Town Nearest Road New Richmond WI 54017 715-246-2320 St.Joseph Rolling HMs Trail i!3 New Construction Use: 00'; Residential / Number of bedrooms 4~EL n flow rate 600 GPD Replacement Public ocommercial -Describe: VED Parent material Pitted outwash plains P A U 1 Flood plain vation, if applicable na A. General commits Z o o5 and recommendations: Sy em elevation 98.65ft, trenches spa and p to code 6.25ft be w grade a 11 V , 3~ ~1t X32. ~~oix CO( ZOf i~N G FIC'F = Boring # Boring Pit Ground Surface elev. 104.90 ft. Depth to limiting factor 120 in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDt t= *Eff#1 *Eff#2 1 0-6 10yr3/3 none sil 2msbk mfr cs 1vf .5 .8 2 6-27 10yr4/4 none sicl 2msbk mfr cs na .4 .6 3 27-42 7.5yr4/4 none Is osg mvfr cs na ~ 1.2 4 42-120 7.5yr4/6 none ms osg ml na na 1.2 Boring # Boring t✓; Pit Ground Surface elev. 104.90 ft. Depth to limiting factor 120 in. Sat Applicatan Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fe *Ef1#1 "Eff#2 1 0-6 10yr3/3 none sl 2msbk mfr 9w 1f .5 .9 2 6-16 10yr4/4 none s-cll 2msbk mfr cs 1vf .4 .6 3 16-27 7.5yr4/4 none / Is osg mvfr cs na ~ 1.2 4 7-120 7.5yr4/6 none osg ml na na / .7 1.2 * Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODe< 30 mg/L and TSS <30 mg/L CST Name (Please Print) Signature: CST Number David J. Steel 248956 Address Steel Sal Service Date Evaluation Conducted Telephone Number 1564 CR GG, New Richmond, WI 54017 8/16/2002 715-246-5085 Property owner Derrick Construction Inc. Parcel ID # Pending Page 2 of 3 3] Boring # , Boring ✓ Pit Ground Surface elev. 99.6 ft. Depth to limiting factor 120 in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPM' *Eff#1 *Eff#2 1 0- 10yr3/3 none sit 2msbk mfr gw 1f .5 .8 2 7-34 10yr4/4 none scl 2msbk mfr cs 1vf .4 .6 3 t44-6O 7.5yr4/4 none Is osg mvfr cs na .7 1.2 4 7.5yr4/6 none ms osg ml cs na .7 1.2 5 60-63 10yr8 sandstone residuurr na na na cs na .0 .0 6 (6!l 20 7.5yr4/6 none ms osg na na na .7 1.2 4 ] Boring # - Boring rl Pit Ground Surface elev. 99.6 ft. Depth to limiting factor 120 in. Sod Application Rate F Honzon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' *Eff#1 *Eff#2 1 0-6 10yr3/3 none sit 2msbk mfr cs 1vf .5 .8 2 6-50 7.5yr4/4 none sl 2msbk mfr cs na .4 .6 3 50-55 ' 10yr8/2 sandstone residuun- na na na Cs na .0 .0 4 55-120 7.5yr4/6 none ms osg ml na na 7 1.2 ❑ Boring # Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' *Eff#1 *Eff#2 i * Effluent #1 = BOD 5> 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 Page 3 of 3 STEEL'S SOIL SERVICE David I Steel 1564 Cty Rd GG CST-POWTSM Derrick Construction, Inc New Richmond, Wl 54017 Lic. # 248956 NW1/4,NE1/4,S 5,T29,R19W (715) 246-6200 Town of St. Joseph, St Croix Co. (715) 246-5085 Bluebird Bluffs lot # 13 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for A' your use. The location of the test may or may not be as shown as permanent lot lines were not established at the time the test was conducted. 3r or4 ko Ame ~gnUn rnur was , ~u.a:.~ = Toy of t(2' pc- PI, A« Ian ~~rnk~ ~ ~ _ !rd = 3or~ r S ~p~- N I C JcOA s S 131 ~f- ~ b3 zo' a~ Al~ 13 rn 21, 135 IZ