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Home My WebLink About002-1009-30-110 (3)I <V ' 7� Q • Wis. Dept. of Safety and Ik%tejoal 4ervlces I Division of Safety and Buildings `2 SOIL EVALUATION R Pg Page I of 3 _ni atzuiyanW W.U. era 000, vns. nuiu. i,tnie Attach complete site plan orrpepernofTess -than 8 112 x 11 Inches in size. Plan must 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. Please print all information. Personal information you provide may be used for secondary purposes (Privacy Law, s 15 04 (1) (m)I. County St. Croix Parcel I.D. a oQZ,^ �� '>� Review y Date Property Owner Tom and Melody Kanten Property Location 1:1 El Govt. Lot S I/2 1/4 114 S 5 T 29N R 16E (or) W Property Owner's Mailing Address 1 I87 220th St Lot # 1) Block # na . Na or CSM# jKtpMat f evaluation City State Zip Code Phone Number Baldwin WI 54002 ( 71)-684-2613 ityvillage Efrown Nearest Road Baldwin 115 th Ave RNew Construction UseEj Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD ❑ Replacement Public or commercial - Describe: na Parent material Pitted Glacial Drift Flood Plain elevation if applicable na R. General comments Mound Design, system elevation 100.60ft based on contour line elevation 99.20ft. Minimum j,7.anches ASTM and recommendations: mound sand. ❑Boring ❑ 1 J Boring # �7k/t 0 Pit Ground surfaceelev. 99.20 ft. Depth t4 limiting factor = In. Soil Application Rate Horizon Depth in Dominant Color Munsell Redox Description Do. Sz. Cont. Color Texture Structure Gr. Sz. Sh. onsistence Boundary Roots GPD/R ' ff#1 R#2 l 0-0 10yr3/2 none sil 2msbk mfr cs I .6 .8 2 9-19 1Oyr4/4 none sic[ 2msbk mfr es na 4 .6 3 19-28 7.5yr4/4 ftf75yr5/6 sl om mvfr na na .2 .6 ❑ 99.20 21 Boring # 11 ElPit Plt Ground surface elev. , R Depth to limiting factor in Sal Application Rate Honzon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. nsistence Boundary Roots GPD/ft ' ff#1 ' R#2 l 0-1 t IOyr3/2 none sil 2msbk mfr cs lvf .6 .8 2 11-21 IOyr4/4 none sicl 2msbk mfr cs na .4 .6 3 18-25 5yr4/4 nf7.5yr5/6 scl/sl om mvfr na na .0 .0 - tmuen[ ui = buU > JU < G U mgrL ano 100 >JU < IOU rrlgn- " tmuem *z = buu 5 JU rnglL are i OJ � JU rircyL CST Name (Please Print) Sign a CST Number David J Steel 248956 Address Date Evaluation Conducted Telephone Number 1699 150th St New Richmond, W1 54017 7-26-2019 715-760-0347 Fj Tom and Melody na Property Owner Parcel ID # 2 3 Page of 3 BM Boring # Boring 99.40 V 9z a,+ pit Ground surface elev. ft. Depth to limiting factor J( in. FEi-Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Donsistence, Boundary Roots GPD/ft ' ff#1 ' ff#2 1 0-12 1Oyr3/2 none sil 2msbk mfr cs Ivf .6 .8 2 12-27 10yr4/4 none siel 2msbk mfr es Ivf .4 .6 3 27-36 5yr4/4 fl f 7.5yr5/6 sl om mvfr na na .2 .6 ❑ F- Boring# Boring pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure lonsistence Boundary Roots GPD/ft ' in Munsell Qu. Sz. Cont. Color Gr. Sz Sh. f ffl 02 ❑ Boring Boring # Ground surface elev. ft. Depth to limiting factor in. Pit Soil Application Rate Horizon ❑ Boring Boring # Ground surface elev. ft. Depth to limiting factor in. Pit Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz Cont. Color Texture Structure Gr. Sz Sh. Donsistence Boundary Roots GPDIR 2 ff#1 ' ff#2 Effluent #1 = BOD 5 > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD s < 30 mg/L and TSS < 30 mg/L The Dept. of Safety and Professional Services is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, contact the department at 608-266-3151 or TTY through Relay. SSD-833nr�11R11 ui /. I STEEL'S SOIL SERVICE David J. Steel Tom and Melody Kamen 1470 7 220th St CST-POWTSM S1/2,NE1/4,S 5,T29N,R16W Baldwin, WI 54002 Lic. 4248956 Town of Baldwin, St. Croix Co. 715-684-2613 715-760-0347 Lot11 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines were not established at the time the soil test was conducted. Legend V = 40' ♦ = Benchmark Ele. 100.00 ft To of 1/2" PVC Pi e q1, qa% Z �AA �4 9ar¢6 1:F P p • = Alt Benchmark El 99.70 ft Top of 1/2 " PVC Pipe = Borings 9y ze�r Boring Elevations B 1 = 99.20 ft B2 = 99.20 ft B3 = 9'9'40 It B4 = 0.00 ft OY6 sly 3 9 7' 3of3 jouk1 A h;ne PART OF THE S1/2 OF THE NE1/4 OF SECTION 5, T29N, R16W, TOWN OF BALDWIN, ST. CROIX COUNTY, WISCONSIN. 5\ r PREPARED FOR: TOM & MELODY KANTEN N 1. 1187 22OTH STREET BALDWIN, WI 54002 "L NORTH 0.ee• 1' VI A eV `_ '3' `rsl - 1�/a I'�j%///j// /! W// �i • //J( /f� r/f JJ l F� J LOT 13 /� _ (•� II�\�1\ I �l l \ c r/////7 Al 1� �1170 "� 1 i __✓) 1/} /I!\\� �`�.'r %1 S _SLOT 14 y1�6/r/(m LOT1t1�jj((\ DRAINAG rJ' 1 '�/ (L i / 1 BLUFFLINE SETBACK IN rnsEMErrt JLOT 12' /l �/ / (1 A ✓ V v _ ln\ r r 71yov LA L � ACCESS EASEMENT i \ // i _ — y 403_4s' J 1 \ Y SCALE 1•'=200' 0 200 400 / 32 W -- " EXISTING SMALL_ TRACT;\ \ r IF "0 /T 2 t( \ I1j1 WV 11 1I v /( j :-llJ LOCATION LOCATION SKETCH I I u51 .2 TOTAL AREA = 42.776 ACRES PROPERTY 15 ZONED RURAL RESIDENTIAL —> PROPOSED DRIVEWAY LOCATION INDEX CONTOUR 2-FOOT CONTOUR WETLANDS I ACRE OR MORE IN AREA f WETLANDS LESS THAN I ACRE IN AREA WETLAND LIMITS SHOWN ARE APPROXIMATE DERIVED FROM AERIAL AND LIDAR DATA. 30%OR GREATER SLOPE �� ill\•�'? IS%-30%SLOPE If\,L�/- S." 03 201r 10%-I5%SLOPE 12%-20%SLOPE r- """gy�'pp • SOIL REPORT BORING Cn. rL— �Lll1V 11"u.' CSm-aD19-°a'