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HomeMy WebLinkAbout026-1158-00-058 (2) • P 1018 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings Steel Sal Service in accordance with Comm 85, Wis. Adm. Code County Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must St. Crob( include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Parcel I.D. OZ 0 Please print all Information. a awed By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). N Property Owner Property Location Oakwood Land Development Govt. Lot SE 1/4 NW 1/4 S 25 T 30 NR 18 W Property Owner's Mailing Address 11i l Lot # Block # Subd. Name or CSM# Spring Lake Park 58 na Red Pine Comer Second Addition City Village Town Nearest Road City State Zip Code Phone Number L"j MN 55432 80-4996 Richmond 136Th Ave e New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD 1 Replacement Public or commercial - Describe: Parent material Pitted Glacial Drift Flood plain elevation, if plicalRECEe V CeD General comments and recommendations: Mound Design, system elevation 99.55ft based on contour line 98.55ft JUN 1 1 2002 lop Boring # Boring ST. CROIX COUNTY ✓l Pit Ground Surface elev. 99.25 ft. Depth to limiting factor 72 ZON kiWn Rate A Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW 'Y *Eff#1 *Eff#2 - 1 0-20 10yr3/3 none sil 2msbk mfr gw 1f .5 .8 2 20-40 10yr4/4 none sicl 2msbk mfr gw 1vf .4 _6 • T 3 40-72 7.5y4/4 none ms osg ml cs na .7 1.2 • 3- 4 72-96 10yr7/4 fractured limestone na na na na na np np Boring At 4 Boring 1 Pit Ground Surface elev. 99.25 ft. Depth to limiting factor 75 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft= *Eff#1 *Eff#2 1 0-51 10yr3/3 none sil 2msbk mfr cs 1f .5 .8 ,10 2 51-67 7.5yr4/4 none sicl 2msbk mfr gw 1of .4 .6 3 67-75 7.5y4/6 none cos osg ml gw na .7 1.6 4 75-96 10yr7/4 fractured limestone na na na na na np np horizon 3 was wet * 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 CST Name (Please Print) Signat CST Number David J. Steel - 248956 Address Steel Sal Service Date Evaluation Conducted Telephone Number 1564 CR GG, New Richmond, WI 54017 6/5/2002 175-246-5085 Property Owner Oakwood Land Development Parcel ID # pending Page 2 of 3 3 ] Boring # Boring Pe Pit Ground Surface elev. 98.95 ft. Depth to limiting factor 75 in. Soil Application Rate F Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD!ft= *Eff#1 *Eff#2 1 0-34 10yr3/3 none sil 2msbk mfr gw 1f .5 .8 2 34-53 7.5yr4/4 none sicl 2msbk mfr gw 1vf .4 .6 3 53-75 7.5y4/6 none ms osg ml gw na .7 1.2 4 75-96 10yr7/4 fractured limestone _ na na na na na np np ❑ 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 GPDM *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/ft2 *Eff#1 *Eff#2 * 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 I STEEL'S SOIL SERVICE David J. Steel 1564 Cty Rd GG CST-POWTSM New Richmond, W154017 Lic. # 248956 Delkwood t,r n Z De v4l y,- * I- (715) 246-6200 5" P , IU W P Se C, 25 T30 N, I I ~'w (715) 246-5085 IV e~ f i h g Corner S¢c and Aje~,kirl /t/0,4-x /off Z3' ~a ?o' -a, N vl~ O ~ 13 3 I z, -r (25~~ e5en 1j1I ~/e✓cc~'o✓!~/OQ~ rPo~~ ~Sfea/ ~"fR.k,~ f F~,., Pe cl! ~i, S e D dl'lvf S ~Ori n y tr'~l ,33 = 9~ ys lV Corn t t'3ase/'~t c dpmolp f S► IE Am dipp 1 i !ddo O.T 58 0 • IL EBB * x.65 AID C c sib