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Home My WebLink About030-2137-10-000 1068 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 soil 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. Parcel I.D. 63 _ I &-WN) u Please print all infonnadon. Reviewed By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). t Property Owner Property Location [V/ o Derrick Construction Inc. Govt. Lot NE 19 NW 19 S 5 T 29 N R 19 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 1505 Hwy. 65 10 na Bluebird Bluffs City State Zip Code Phone Number City ; Village V Town Nearest Road New Richmond WI 54017 715-246-2320 St.Joseph Rolling Hills Trail New Construction Use: bFj, Residential / Number of bedroomFnddepthYo9oJeI?W-ftbeIo Code derived design flow rate 600 GPD Replacement Public or commercial - Describe: EIVED Parent material Pitted outwash plains Flood plain a ation, if applicable na General comments L~ and recommendations: System elevation 90.98ft trenches spaced grade " CC:)' l J- 0 OFFICC Yd- Boring # Boning e Pit Ground Surface elev. 94.00 ft. Depth to limiting factor 110 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 `Eff#1 `Eff#2 1 0-10 10yr3/3 none sil 2msbk mfr cs 1f .5 .8 2 10-22 1Oyr4/4 none sicl 2msbk mfr gw na .4 .6 3 22-30 7.5yr4/4 none scl 2msbk mfr gw na .4 .6 4 30-59 7.5yr4/4 none scl/sl 2msbk mfr gw na .4 .6 5 59-110 7.5yr4/6 none sUls 2msbk mfr na na .5 .9 Horizons 4 and 5 have stratified layers Boring # Boring Pit Ground Surface elev. 94.00 ft. Depth to limiting factor 110 in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Stncture Consistence Boundary Roots GPD/it2 *Eff#1 *Eff#2 1 0-10 1Oyr3/3 none sit 2msbk mfr gw 1f .5 .8 2 10-17 1 Oyr4/4 none sicl 2msbk mfr gw 1 of .4 .6 3 17-29 7.5yr4/4 none scl 2msbk mfr gw na .4 .6 4 29-42 7.5yr4/6 none cos/ms osg mvfr cs na .7 1.2 5 42-110 7.5yr4/6 none ms osg ml na na .7 1.2 Horizons 4 has stratified layers " Effluent #1 = BOO ? 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS <,0 mg/L CST Name (Please Print) Signature: CST Number David J. Steel 248956 Address Steel Sal Servi Date Evaluation Conducted Telephone Number 1564 CR GG, New Richmond, WI 540(7 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. 96.90 ft. Depth to limiting factor 110 in. Sod Application Rate F Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPD/ft2 *Eff#1 *Eff#2 1 0-9 10yr3/3 none sil 2msbk mfr gw 1f .5 _8 2 9-19 7.5yr5/6 none sl 2msbk mfr gw 1 of .5 .9 3 19-35 7.5yr4/4 none sVcos osg mvfr cs na .5 .9 4 35-110 7.5yr4/6 none ms osg ml na na 7 1.2 Horizons 3 has stratified layers F4 ] Boring # _ Boring Pit Ground Surface elev. 96.90 ft. Depth to limiting factor 110 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 'Eff#1 'Eff#2 1 0-9 10yr3/3 none sil 2msbk mfr cs 1 f .5 .8 2 9-19 7.5yr5/6 none sl 2msbk mfr 9w 1 of .5 .9 3 19-3 7.5yr4/4 none Is/cos osg mvfr gw na 7 1.2 4 35-110 7.5yr4/6 none ms osg ml na na 7 1.2 Horizons 3 has stratified layers Boring # Boring F-1 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/ft2 *Eff#1 'Eff#2 * Effluent #1 = BOD ? 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, WI 54017 Lic. # 248956 NE1/4,NW1/4,S 5,T29,R19W (715) 246-6200 Town of St. Joseph, St Croix Co. (715) 246-5085 Bluebird Bluffs lot # 10 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of the test may or may not be as shown as permanent of lines were not N established at the time the test was conducted. q / rs ~-O- l5''r IZi ~,irc t3~ ~3 !~Z a 1 £q y. qO4- % fyyo~t 253' ~.e~ PncS' I oI `7d r A. Bpncg✓r+4i`~C Ft. /00.00-P-4-- Tord7-,I rr5fee4 p4 4A 5encNwA P f4, 16,75'~-4 ?o~ a rr I r`SfeeL P _ -Do('(nis j3 r . 9 co X32= 9~-~~~ n 63 = 9 4. C/6-;:* yG6