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HomeMy WebLinkAbout026-1158-00-068 (2) r 1017 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 mad. Parcel I.D. 6) 2 Please print all information. By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). s Property Owner Property Location Oakwood Land Development Govt. Lot SE 19 NW 1/4 S 25 T 30 NR 18 W Property Owner's Mailing Address 1161 /f w #/D N-4 Lot # Block # Subd. Name or CSM# Spring Lake Park 68 na Red Pine Comer Second Addition City State Zip Code Phone Number City Village je Town Nearest Road MN 55432 X3480-4996 Richmond 136Th Ave New Construction Use: ✓ Residential / Number of bedrooms 4 Code derived design flaw rate 600 GPD Replacement Public or commercial - Describe: EE Parent material Pitted Glacial Drift Flood plain a ion, if ~pTica LFFI VE D na General comments and recommendations: Mound Design, system elevation 97.73ft based on contour line 95.90ft J 8T. enu(A UN 1 1 2002 Y' „gtLF Boring # Boring ZONING OFFICE v"- II; Pit Ground Surface elev. 97.10 ft. Depth to limiting factor 14 in. Soil AQQIica n Rate, Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/f' -Eff#1 *Eff#2 1 0-5 10yr3/3 none sil 2msbk mfr cs 2f .5 .8 2 5-14 10yr4/4 none sicl 2msbk mfr gw 1f .4 _6 ' f 3 14-30 7.5yr4/6 c2d7.5yr5/6 sl om mfr gw na .3 .5 4 30-96 10yr5/8 limestone residuum na na na na na np np F2 ] Boring # Boring Pit Ground Surface elev. 97.10 ft. Depth to limiting factor 24 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz *Eff#1 *Eff#2 1 0-8 10yr3/3 none sil 2msbk mfr cs 2f .5 .8 (P 2 8-14 10yr4/4 none sicl 2msbk mfr gw 1f .4 6 3 14-24 10yr4/6 none sl om mfr gw 1f .3 .5 2 4 324-9 7.5yr5/8 limestone residuum na na na na na np np 2 * Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS a 30 mg/L CST Name (Please Print) Signature: CST Number David J. Steel 248956 Address Steel Soil Service Date Evaluation Conducted Telephone Number 1564 CR GG, New Richmond, W 15401 6/5/2002 175-246-5085 Property owner Oakwood Land Development Parcel ID # pending Page 2 of 3 3] Boring # Boring ✓ Pit Ground Surface elev. 93.60 ft. Depth to limiting factor 27 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W *Eff#1 *Eff#2 1 0-8 10yr3/3 none sil 2msbk mfr cs 2f .5 .8 ~v 2 8-27 10yr4/4 none sicl 2msbk mfr gw 1f .4 .6 3 27-96 7.54/4 c2d 7.5yr4/6 sl om mfr gw 1f .3 .5 water seepage at 72 inches ❑ 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/ft2 *Eff#1 *Eff#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 i 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 J. Steel 1564 Cty Rd GG CST-POWTSM New Richmond, WI 54017 Lic. # 248956 Qa /C4,a /44 ~z ve 40/3 eve (715) 246-6200 -51% lV~ ~fo~ s¢~Zy~ 730Nl k l (715) 246-5085 /own o-F ;c,Gi.ria~dl~ 5/-. CXO Ca. 2ec~ f ~''le Co~~1 e✓` 5econ~ r~~~~~~o''~ pn Sw carn~r- Z? 91. 701 ~/3 ~ g/~ Gor1 fercr X68' 27f t c~ oP - .2371 321 a /ec~'riG ~e~X f~ Car✓~ e3- v' Top - .y 35 L85 ALV=IW 66.34' N22'39'WE'=~--- lloo~ r© 46 _ • • "l~ I / • gin ;mid • • • • ~y 4447, 50 "0 • ~ w ` • L54 ACAFS 45 119.60 - S89'52'26"E ❑ s MM E 440 69 SAM S12 FT. f•Sr ACRES e~ S ipW26" E I 1 ® 74 I a" sa. Fr. ; • 1.31 AGE'S i I 44 4 t f S ~"s2 E ~ i i si • i 71 ' d~."i0 So FT. . • 8 ® 1.31 AGWS I e i .L . 1 2'5 AST S QdfIAR r LINE`, ? - N89'52'26"W 5 26: