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Home My WebLink About002-1009-30-120 (2)- ST-aa1q- �yb M Wis. Dept. of Safety and Pio3alQss SOIL EVALUATION REPORT Page 1 of 3 Division Iof Safety and Buil= t in accorda6ce with SPS 385, Wis. Adm. Code County St. Croix Attach complete site plan on paP ,pQW thalrt8 12 x 11 inches in size. Plan must include, but not limltedfn`_iie�tlG�Fr�tr�OnTaTr�erence point (BM), direction and panel I.D. na percent slope, slo a-- l009 3 pe pe, scale or dimensions, north arrow, and location and distance to nearest road. la%O Please print all information. Revie by Dat Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). % Za Property Owner Property Location/10 El Tom and Melody Kanten �� Lot S 1/2 1/4 NE114 5 T 29N R 16E ( Property Owner's Mailing Address Lot # Block # Na m ' 1 187 220th St 12 na c 1 at the time of evaluation City State Zip Code Phone Number ityvillage Erown Nearest Road Baldwin Wl 54002 ( 71)-684-2613 Baldwin 115 th Ave ElNew Construction UseE] Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement 13Public or commercial - Describe: na Parent material Pitted Glacial Drift Flood Plain elevation if applicable 2TU, Y na ft. General comments Mound Design, system elevation98.40ft based on contour line elevation 97.40ft. Minimum ches ASTM and recommendations: mound sand. 1 ❑ ❑ Boring l Boring # 9740 28 t El Pit Ground surface elev. ft. Depth to limiting factor in. Fs-oiiApplication Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft ' ff#1 ' ff#2 1 0-10 1Oyr3/2 none Sill 2msbk mfr cs lc .6 .8 2 10-28 lOyr4/4 none sicl 2msbk mfr cs na .4 .6 3 28-40 7.5yr4/4 none scl om It 0r- na na .0 .0 ❑2 Boring # U Boring 97.40 25 0 pit Ground surface elev. ft. Depth to limiting factor in. Rnil Annlir firm Rato Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft ' ff#1 ff#2 1 0-10 10yr3/2 none sil 2msbk mfr es 1vf .6 .8 2 10-18 1Oyr4/4 none sicl 2msbk mfr cs na .4 .6 3 18-25 7.5yr4/4 none scl 2msbk mfr 9w na .4 .6 4 25-36 7.5yr4/4 c2d7.5yr5/6 sl om mvfr na na .2 .6 ' Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signa re 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 SBD-8330 (RI lilt) I Tom and Melody na Property Owner Parcel ID # � Page Boring # 11 ❑ Boring 95.50 24 Pit Ground surface elev. ft. Depth to limiting fact ��in. 2 3 Of e-;1 A.. H..�n.... o-.e 71 Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. onsistence Boundary Roots GPD/8 2 ff#1 ' ff#2 1 0-8 1Oyr3/2 none sil 2msbk mfr cs 1vf .6 .8 2 8-16 1Oyr4/4 none siel 2msbk mfr cs lvf .4 .6 3 16-24 7.5yr4/4 none SO 2msbk mfr cs na .4 .6 4 24-30 5yr4/4 c2d7.5yr 5/6 sl om mvfr na na .2 .6 ❑ Boring # Boring Pit Ground surface elev. ft. Depth to limiting factor in. Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. onsistence Boundary Roots GPD/ft ' iff#1 ' ff#2 Boring # Boring 1-1BoringGround surface elev. ft. Depth to limiting factor in. Soil Aooliration Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. sistence Boundary Roots GPD/ft I ff#1 ff#2 ' Effluent #1 = BOD 5 > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD , < 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 = through Relay. SBD-8330Test (RI 1/11) STEEL'S SOIL SERVICE 3 of 3 David J. Steel Tom and Melody Kanten 1470 7 220th St CST-POWTSM SI/2,NE1/4,S 5,T29N,R16W Baldwin, WI 54002 Lic. #248956 Town of Baldwin, St. Croix Co. 715-684-2613 715-760-0347 Lot12 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 I,,=40' ♦ = Benchmark Ele. Top of 1/2" PVC Pipe • = Alt Benchmark El Top of 1/2 " PVC Pipe 0 = Borings Boring Elev B 1 = 97.40 ft >� B2 = 97.40 ft B3 = 95.50 ft iq Ak B4 = 0.00ft 6�e? 2 Lt44 ko�- LAo 100.00 ft 98.90 ft G/ r t"o� 4"'Oe— LOCATION SKETCH ; PART OF THE S1/2 OF THE NE1/4 OF SECTION 5, T29N, R16W, PREPARED FOR: TOM & MELODY KANTEN TOWN OF BALDWIN, ST. CROIX COUNTY, WISCONSIN. 1187 220TH STREET II r BALDWIN, WI 54002 �I ' -�' •� SCALE: 1,_�- IT'...5 -. I1 0 200 400 - T • _ I , P- .11. - - --_ NORTH 1 \ -- \� / ��..�/ Jam' ♦ 1 / // \� _ `�`� I-_�,— r Tr 5)\! - L-< �BQ` \ \ ^ ✓ \.. �/ \r -r 'I,11 J ) / S/ / (% // / / r/�i /p�� _� \�--I ,w.,mimj, _� _ ,- _ 1 - •w.i, an,_ �_ _ _ _ e gE I \ — ) J �7 /\`1`1\ V\l/_/f f l$ lls �T N�-' `1 ct \ \\\� r / a ) \7 \\\� \) — \\1\\1 ! \ \ y \ \ \\\ \ /LOT 13 � F�11/\�\\I =\ \c I% \( ♦„ / __. 1 TOTAL AREA=42.776 ACRES i —�� / 1 } L\Ft\\\\ r/ ��.—/Gj .)�1\\\jllls �. �! ! f{/�• !�—\w\� -' 11 ��/ • `^III �) , i PROPERTY IS ZONED RURAL RESIDENTIAL PROPOSED DRIVEWAY LOCATION f L� / 1170'+\rBLUFFLIN / �/ \\.._� INDEX CONTOUR �� -X�,r �- \ �/ . ./7 •�—�' r\ 11Ij/i/t\�„� \ '�= �il�-I ) ! / \ti� . SLOT 14 / — \ / c \ !//i / ) ? / .� JI I I /r/ 2-FOOT CONTOUR w I! l / .-I ) �`/ l ./' LOT 1l-,j •� >, DRAINAO / / — _ / BLUFFD_NE SET ACK/11 �•- �) �/� �\ •JJTfj//%J WETLANDS ACRE OR MORE IN AREA / ( tr\ EASEMENT 1\1 y,. r`./ \•!J/ / LOT121 1 5 rr� ( J 1' �% \\.(/�1\kJ �� a \ Jp m /l % �fl// i l/ �I / i� 1 It `L \(� 1 /y� \' WETLANDS LESS THAN I ACRE IN AREA `\\ I /// �` / 1 \u\ 7, \ i \ _ry( \ \I C / /� \ WETIAND LIMITS SHOWN ARE APPROXIMATE. Z /\ ��\� —\9O \ \ 1 )I I J ` /c A�~ /�/ T 2 l(I DERIVEDFROMAERIALANDLIDARDATA. F _— / \ �^ d / tiF� --�\ it—k— ( 1 '�....I �� \ ) ( i ` \ \ ` I �/r ! 30% OR GREATER SLOPE 3 \ 1 \ i /�� / •7 / / \ 2.00'//rJr �II11\ / •c�c�• IfllEl��ll\¢/I U ¢ O /4 f l� \_` 11,gq • r • 25%-30%SLOPE LL �!�\ _ f� / I//r Ir'�)J�IIO f SEP 03 2019 N — '5 -- N J 1 1 / / / _ I i// 1! 1 J 1 WIN -25%SLOPE - r / ACCESS EASEMENT I a / r < ( \ Z` — ` -� ) III \1� 1 i 0_ \ N I \ \ I \� Lc' EXISTING � I rill 1 r "J EXISTING SMALL TRACT\ % \ �) 1 ` ``` r I St. crol. c��nly u x <— ( ) J/) \ ( Communit Ueeau m nt � ( 12%•20%SLOPE � Z 403A8 = l / / 1 —� \ \ \ \ / /// I / / •L SOIL REPORT BORING y = W --�;--•_'_= —-'== r rL�L l \ ra PART OF THE S1/2 OF THE NE1/4 OF SECTION 5, T29N, R16W, PREPARED FOR: TOWN OF BALDWIN, ST. CROIX COUNTY, WISCONSIN. i 87220 HSTEKANTEN BALDWIN, WI 54002 ' SCALE 1"=200' - 0 200 400 NORTH ..tT4 •B� \ v —^^� `1 .,.0 I lig ( / LOT -1170 \/�� i �t Il ✓/J 1 �1 /}/� �\�I`S�J� L��1\\�tJJ BUFLN 1 et ivr L0T14 LOT1� �. Lp_ DRAINAG f 1 h \ `EASEME\'LOT 12 BLUFFLINES A[ / R l \ \ / i)J I l r' \.(: . <If((�° 1 I. A r 873A0� 1\ �� \ 1 1 J / /�,•- �'�r .00 //�/J/`IIlJ11 J 21 r �V r i ACCESS EASEMENT EXISTING SMALL TRACT;. \1 \ / ) r •-r t)� 1 /%ii l/i/�/// ram„( 7 ��I\• LOCATION SKETCH —lUTHA — _ ( t- IL L _ lq I _ — fe rill TOTAL AREA = 42.776 ACRES PROPERTY IS ZONED RURAL RESIDENTIAL —► PROPOSED DRIVEWAY LOCATION INDEX CONTOUR — 2-FOOTCONTOUR C� WETLANDS I ACRE OR MORE IN AREA r \ WETLANDS LESS THAN I ACRE IN AREA WETLAND LIMITS SHOWN ARE APPROXIMATE. DERIVED FROM AERIAL AND LIDAR DATA. 30% OR GREATER SLOPE ei /lp\y I� RECE `�F i i i i 25%-30%SLOPE 5EP 03 2019 20%-25%SLOPE St, Croix County 12%-20%SLOPE CommunDe•.en . ''Lity lLlop SOIL REPORT BORING D ORIGIN, csIn-aoNot -6ao