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Home My WebLink About040-1112-60-030°`Y��t~�LT• Wisconsin Department of Safety and Professional Services !> . Division of Industry Services SOIL EVALUATION REPORT ,n(� In accordance with SPS 385, Wis. Adm. Code County Attach complete site plan on paper not T;5 than 8 1/2 x 11 inches in size. Plan must include, St.Croix but not limited to: vertical and horizontal reference point (BM), direction and percent slope, Parce I.0 scale or dimensions, north arrow, and location and distance to nearest road. ✓ Please print all information. ec Personal information you provide may be used for seconds purposes (Privacy Law, s. 15.04 1 m Y P Y secondary P P ( Y O( )) Page of- csT —1P>23— UO' eERMAX.6mem Property Owner Property Location Joe Cardin Govt. Lot SE % E I v. s 29 T 28 N R 19 E (or) W Property Owner's Mailing Address 3 Site Address o CS nd Lo N#: 498 Mann Valley Drive Lot 1 City State Zip Code Phone Number ❑ City ❑ Village liii] Town Nearest Road River Falls Wi 54022 ( ) Troy Mann Valley Drive New Construction Use: Residential/Number of bedrooms 3r`4 Code derived designflow rate 450 GPD_� `` .� ❑Replacement ❑ Public or commercial — Describe: Flood Plan elevation if applicable NSA ft. ZAV� - Parent material Outwash G ner I comments and recommendations: System Type:Conventional. Some bands present. Use .5 loading rate t1Boring # ❑Boring 99.2 110 MNPit Ground surface elev. ft. Depth to limiting factor in. / elev. ft. Soil ADDlication Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 'Eff#1 'Eff#2 1 0-24 1Oyr3/2 none SI 2mgr mfr cs 2m .6 1.0 2 24-60 10yr5/4 none Cl 2msbk mfr gw 1f .4 .6 3 60 10yr4/6 none S osg mvfr n/a n/a .7 1.6 aBoring # ❑Boring 99.2 110 ❑■ Pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft. Soil ADDlication Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ftz 'Eff#1 `Eff#2 1 0-19 10yr3/2 none SI 2mgr mfr cs 2m 6 1.0 2 19-54 10yr5/4 none Cl 2msbk mfr gw 1f .4 .6 3 54-110 10yr4/6 none S Osg mvfr n/a n/a .7 1.6 CST Name (Please Print) S re CST Number Shaun Bird 226900 Address D e Evaluation Conducted Telephone Number 1432 120th St. New Richmond Wi 54017 /5/23 715-246-4516 Effluent #1 = BOD > 30 5 220 mg/L and TSS > 30:5 150 mg/L ` Effluent #2 = BOD, 5 30 mg/L and TSS 5 30 mg/L SBD-8330 (RO4/21) Page of aBoring # ❑ Boring 99.9 ❑■ Pit Ground surface elev. ft. Depth to limiting factor 110 in. / elev. ft. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ftl 'Eff#1 'Eff#2 1 0-20 10yr3/2 none SI 2mgr mfr cs 2m .6 1.0 2 20-58 10yr5/4 none CI 2msbk mfr gw 1f .4 .6 3 58-110 10yr4/6 none S Osg mvfr n/a n/a .7 1.6 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 'Eff#1 'Eff#2 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 'Eff#1 'Eff#2 ' Effluent #1 = BOD > 30 5 220 mg/L and TSS > 30 5150 mg/L ' Effluent #2 = BOD, 5 30 mg/L and TSS 5 30 mg/L Soil Test Plot Pla4 Project Name Joe Cardin Address 498 Mann Valley Drive River Falls Wi 54022 Lot 1 Subdivision ------ SE 1/4 SE 1/4S 29 T 28 N/R19 W Bird �fSTM #226900 Date 12/5/23 Township Troy ❑ Boring 0 Well PL Property Line County ST. CROIX BINI or VRP Assume Elevation 100 ft. Top of survey i System Elevation TBD *HRpSame as Benchmark rfiTst�7 3�c M U W moo, w� Ow�titi O It 2om�� h Q ry z O 020�� hO�QO NORTH CERTIFIED SURVEY MAP LOCATED IN PART OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 29, TOWNSHIP 28 NORTH, RANGE 19 WEST, TOWN OF TROY, ST. CROIX COUNTY, WISCONSIN. f 3 547.88' m O1 V O O Z S89°16'13"W 457.65' i LEGEND Bl� SOIL BORING — —940— — INDEX CONTOUR INTERMEDIATE 2 - FOOT CONTOUR - - BUILDING SETBACK CONTIGUOUS BUILDABLE AREA THERE ARE NO SLOPES 25% OR GREATER O FOUND COUNTY SECTION CORNER MONUMENT AS NOTED O FOUND 1-1/4" OUTSIDE DIAMETER IRON PIPE • FOUND 1" OUTSIDE DIAMETER IRON PIPE O SET 1" OUTSIDE DIAMETER X18" LONG IRON PIPE WEIGHING 1.13 LBS./LINEAL FOOT T DRIVEWAY LOCATION (100') RECORDED DIMENSION FIELD WORK COMPLETED: 11/28/23 THLS LNSTROMENT WAS DRAFTED BYBML JOB NO. 8354-001 DATE.1112812023 N89°16'13"E 1192.50' 634.62' A LOT 1 Bi C.B.A. 4.87 ACRES 0 m 1938.65' S 114 CORNER SECTION 29 SURVEY MARKER NAIL CENTERLIN M SCALE: 1 INCH = 150 FEET 150 75 0 150 FENCE ON LINE EAST LINE SE 114 SECTION 29 FENCE- ' o SOUTH LINE ON LINE SE 114 SECTION 29 N89°29'57"E 725.09' E MANN VALLEY rb)m�f5, m S89°16'13"W 725.10' -- N89°16'13"E 2663.75' -- 5ECORNER UNFLUTED LLAMDS SECTION 29 SURVEY MARKER NAIL r CONTOURS, SLOPES, CBA & SOIL BORINGS SURVEYOR: MARK D. MCCLENATHAN AUTH CONSULTING & ASSOC. 2920 ENLOE STREET SUITE 101 HUDSON, WI 54016 50' PREPARED FOR: JOE CARDIN 498 MANN VALLEY DRIVE RIVER FALLS, WI 54022