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Home My WebLink About006-1072-90-200 (3)Wisconsin Department of Commerce SOIL EVALUATION REPORT Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code 1423 Page 1 of X 3 Steel's Soil Service Inc. 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. Please print all information. Rev' d 6 Date Persanai information you prov' sly1fF law, s. 15.1)4 (1) (m)), G Property Owner Property Location GOLDSTAR Govt Lot na SW 1/4 SW 114 S 32 T 31 N R 16 W Property Owners Mailing Addre s Lot # Block # Subd. Name or CSM# 2116 Cty Rd S i 1 na I CSM#�Plfcjing___ 2 City State Zip Code Phone Number City Village ✓ Town Nearest Road New Richmond--715.248-0479 Cylon I Cty Rd S ✓ New Construction Use: Residential / Number of bedrooms 0 Code derived design flow rate 0 GPD Replacement ✓ Public or commercial - Describe:Not enough into. at this time . Parent material Ridges of ground moraines underlain by weathered Flood plain elevation, if applicable na General comments and recommendations: Mound design, system elevation 105.21ft based on contourtine elevation10180. Boring # Boring ✓ Pit Ground Surface elev. 102.60 ft. Depth to limiting factor _ 35 - in. in. Soil Application Rate Horizon Depth A Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Consistence Boundary Gr. Sz. Sh. Roots GPD.+ft= 'Eff#1 'Eff#2 1 0-11 11-18 10yr3/2 10yr4/4 none sil 2msbk none sic i 2msbk mfr cs mfr cs 1vf na .6 .4 .8 .6 2 3 18-35 7.5yr4/4 none sl 2msbk mfr cs na .6 1.0 na 4 35-44 5yr4/4 none scl om mfi 9w 0 .0 mfr na 5 44-60 10yr8/2 c2d7.5yr6/6 residumm na .0 .0 jandston M Boring # Boring ✓ Pit Ground Surface elev. 102.60 ft. Depth to limiting factor 27 _in Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft'. _ ___ 'Eff#1 'Eff#2 1 2 3 0-14 14-27 27-48 10yr3/2 none 7.5yr4/4 none 10yr8/2 c2d 7.5yr5/6 sl I sct andston f� 2msbk --2msbk residumm mfr mfr mfr cs gvv na lvf —na na 6 4 0 1.0 .6 .0 Effluent #1 = BOD 5> 30 < 220 mglL and TSS >30 < 150 mg1L ' Effluent #2 = BODS < 30 mglL and TSS <30 mglL CST Name (Please Print) _� Signature - CST Number David J. Steel 248956 Address Steel's Soil Servi Date Evaluation Conducted Telephone Number 1564 CR GG, New Richmond, WI 54017 4/23/2004 715-246-5085 Property Owner GOLDSTAR Parcel ID # Pending Page 2_ of 4 Boring # Boring 105.00 ft. Depth to limiting factor lg in. Sail ✓ Pit Ground Surface elev. Application Rate Horizon Depth Dominant Color Redox Descriptor Texture Stricture Consistence Boundary Roots GPD,'it' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 'EtY#2 1 G-10 ( 10yr3/2 none sit 2msbk mfr gw 1vf .6 .8 2 10-19 7.5yr4/4 none sicl 2msbk —.. - om mfr mfr gw na na na .4 .6 0 0 3 19-50 5yr4/4 c2d 7.5yr5f6 scl Boring # Boring F-I Pit Ground Surface elev. _. ft. Depth to limiting factor in. F'E"tlf# 1 Application Rate Hor¢cn Depth Dominant Color Redox Description Texture Structure C6nSI5tenGe Boundary RootsGPDW n. Munsell Qu. Sz. Cont. Color Gr, Sz. Sh. i I 1 *Eff#2 E Boring # Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Cepth Dominant Color n. I Munsell Redox Description Texture Qu. Sz. Cont. Color Structure Gr. Sz. Sh. Consistence Boundary Roots GP5T *Eff#1 "Eff#2 * Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD< < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and emploN er. It %ou need ;assistance to access services or need material in an alternate Format. please contact the department at 608-266-3151 or CI Y 608-264-8777. Page 3 of 3 STEEL'S SOIL SERVICE INC. David J. Steel 1564 Cty Rd GG CST-POWTS Goldstar New Richmond,Wl 54017 Lic. #248956 SW1/4,SW1/4,S32,T31N,R16W Bus.(715) 246-6200 Town of Cylon, St. Croix Co. Fax (715) 246-9372 Lot, 1 Legend 1",40' ♦ = Benchmark Ele. 100.00ft Top of 3/4" PVC Pipe • = Alt Benchmark Ele. 100.25ft Top of 3/4" PVC Pipe I I = Borings Boring Elevations B 1 = 102.60ft B2 = 102.60ft II G h �i rA B3 = 105.00ft �� _ B4 = 00.00ft 7-1 d� �