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HomeMy WebLinkAbout026-1130-45-000 (2) WiisconsinDepartment ofCommerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must St- (Yr)ix include, but not limited to: vertical and horizontal reference pQint (BM), direction and Parcel I.D. © percent slope, scale or dimensions, north arrow,and lpc4tign and4stance to nearest road. Please print all infortnation.Rev' wed by Date tt q F69. 14, Personal information you provide maybe usQd for geconda krdOLes (PrivacpLaw, a 15.04 (1) (m)). S L , )lAnt, i Property Owner jpery ty Location ot SE 1/4 NW 1/4 S 25 T 30 N R 18 8 (or) W OPMM Property Owner's Mailing Address U, ] t,, Block # Subd. Name or CSM# d 1611 Hwy. 10 N E C ' City State Zip Code Ph@ ►n , r~CE El Village ®Town Nearest Road 1,4 Spring Lake ark, 54J. (~12 ) 780-49 Richmond 140th St- FA New Construction Use: ® Residential / Numb`erdflied~bg[>~-"°'4 Code derived design flow rate 600 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material s aci al drift Figed Plain elevatio/n~ if applicable ft. General comments -~jyAC3lti_. ¢~L and recommendations: / Z/ 2 mound @ el. 101.10', based on contour line of el. 100.10' Boring 1 Boring # ® pit Ground surface elev. 100.5 ft Depth to limiting factor +84 in. Soil A lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff? ~4 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 -Eff#2 1 Q-7 1QVr 313 none L 2msbk mfr 2f .5 .8 '0L 2 -22 10 4/4 none sicl 2msbk mfr 1f .4 .6 .-f 5 4/4 none sl 2msbk mfr na 5 9 - I., 7 4/4 n sl is 2msbk mfr na na 5 1(0 Boring # Boring 80 F2 ® Pit Ground surface elev. 1 00.5 ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-11 10 3/3 none L 2msbk mfr 2f .5 .8 . ~p -2 11-18 10yr 4/4 none si 1 bk mf C1W if `f -4 -6 4 4 -8 7 5 4/6 none is os mvfr na 7 2 _&tit, A b vy, Efflue t #1 = BOD ;36 < 220 mg/L and TSS >30 < 150 mg/L ffluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature CST Number Gar L. Steel 02298 Address Date Evaluation Conducted Telephone Number 1554 200th. Ave., New Richmond, WI. 54017 10-10-2000 715-246-6200 i ~ Property Owner nakwood Land Dey. Parcel ID # Pending Page 2 of 3 Boring # ❑ Boring 3 pit Ground surface elev.99• 30 ft. Depth to limiting factor 44 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 'Eff#2 L 2msbk mfr 2f .5 .8 fP `f 3 20- 4 44-75- 5yr 4/4 f3d7-Syr SIR na -inn .0 -0 ❑ 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/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ❑ Boring Boring # Ground surface elev. ft. Depth to limiting factor in. F-1 ❑ Pit Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODs < 30 mgA. 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 need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8330 (R6100) STEEL'S SOIL SERVICE Gary L. Steel Oakwood Land Development 1554 200th Ave. CSTM2298 SE''NW' S25-T30N-R18W New Richmond, WI 54017 MPRSW-3254 Town of Richmond (715) 246-6200 lot #45-Red Pine `Corner 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 lot lines were not established at the time the test was conducted. ~1 "=40' top of 1" pvc pipe @ el 1. 0 M = too of 1" pvc pipe @ el. 98.60' ~oo VIP Gary L. Steel 11-10-2000 v So( FT. C3~ ACRES • , • 4 O , r c • NQ) <01 ~ e f r~ 614P LO . T 45 66,209 S©. FT. , , ' • r'y t. 52 ACRES 0140 Est are, ' • 589'52 I 127.02' 0 M O LOT 43 LO