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HomeMy WebLinkAbout034-1073-30-100 • 1 �\JI /� ���1 II Wisconsin Departure • .221: ervices WZI...... • ItPageVV1 oof 2 Division of Ind --;,,r: 0 ‘11;r...v cc 2022 SOIL EVALUATION REPORT SY 13 In actor.ance with SPS 385.Wis. Adm. Code County ST Croix Attach complete site Ian on paper not Iesp 4 . 1 nches in size.Plan must include. but not limited to:veil al and hQ�(1zz�jt61 -T= •. .'s :MI.direction and percent slope, Parcel I.D. scale or dimensions,n rth arrol� �, . .nd distance to nearest road. 034-1073-30-100(current PID:pending CSM) Gym- ease print all information. R¢r' wed byt / I I �� 2--.Z.- Properly Personal information you provide may be used for secondary purposes(Pnvacy Law.s 15 04(1)(m)) /�yi-'_l l{.-'I 1 g/ Properly Owner Property Location: ('C Harold Frye Govt.Lot SE Y. SW Y. S 32 T 29 N R 15 W Property Address Lot N Block N Subd. Name or CSM# TBD 60TH AVE 01 Proposed CSM City State Zip Code Phone Number ❑City ❑Village [D Town Nearest Road Wilson I WI 154027 I I I Springfield 160TH AVE O New Construction Use El Residential/Number of bedrooms Code derived design flow rate 600 GPD 0 Replacement ❑Public or commercial-Describe: **No home proposed:soil test for parcel split only** Parent material Loess over loamy till over sandy residuum(Arland sill Floodplain elevation if applicable NA ft General comments and recommendations: Recommend minimum 6-sand-lift POWTS mound on 10;r con.° vnl�,/,n-4 pdtt12 loading rain LF:32'IRedoximorphrc lealuresl �J of /•-7�-.////���/9 A._ O� f • C �/ ❑Boring v/, IrC� di�W�Iv /�1 i�A , �/ 1 Boring# Ground rid surface C ❑� Pit Ground s elev.99.00 ft. Depth to limiting factor 32 in. Soil Application Rate Honzon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Ou.Az Cont Color Gr.Sz.Sh. •Eff#1 'Eff#2 1 0-6 10YR 3/3 - I 2f-mgr mfr cs 3c-vf 0.6 0.8 2 6-19 10YR 5/4 - fsl 2fabk mfr cw 2c-vf 0.4 0.8 3 19-32 10YR 6/6 - fsl lcabk mfi cw 2c-vf 0.2 0.6 4 32-43 10YR 4/6 11t 7.5YR 5/8 8 10YR 5/1 SI Om mvfi cw lc-vf 0.2 0.6 5 43-51 2.5Y 6/8 cid 7 5YR SIB 8 10YR 6/2 Ifs Osg ml - - 0.5 1.0 0 Boring 2 Boring# ❑� Pit Ground surface elev. 100.25 ft Depth to limiting factor 42 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft' In. Munsell Qu.Az.Cont.Color Gr. Sz.Sh. •Eff#1 'EIf#2 1 0-8 10YR 3/2 - I 3mgr mfr cs 3c-vf 0.6 0.8 2 8-17 10YR 5/4 - fsl 2fabk mfr gw 2c-vf 0.4 0.8 3 17-25 10YR 6/6 - Ifs Osg ml as lc-vf 0.5 1.0 4 25-34 10YR 5/8 - fsl lcabk-0m mvfi gs lc-vf 0.2 0.5 5 34-42 10YR 6/6 - Ifs-fsl lcsbk-Osg ml-mvfr as lc-vf 0.2 0.5 6 42-62 2.5Y 8/6 c1110YR 5/8 8 10YR 7/2 Ifs Osg ml - • 0.5 1.0 •Horizon 5 w4 s heavily banded with 1-2"thick 7.5YR 4/4 Is'lemellae be nds(Om) •Effluent#1 =BOD,>30 s 220 mg/L and TSS>30 s 150 mq/L E uent#2=BCD, >30 s 220 mg/L and TSS>30 5 150 mg/L CST Name(Please Print) Signature ' U CST Number Ryan Bethel 1330832 Address Date Evaluation Conducted Telephone Number 779 Spring Creek RD S,Red Wing.MN 55066 09/08/22 (651)327-0074 SBD-8330(R04/15) _..._ 3 Boring# a Q Pit Ground surface el4.98.65 ft. Depth to limiting factor 32 in. Soil Application Rate Honzon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh 'Eff 1 'Eff#2 1 0-6 10YR 3/3 - I _ 2mgr ds cs 3c-vf 0.6 0.8 2 6-21 10YR 5/4 - fsl 2fabk ds cw 2c-vf 0.4 0.8 3 21-32 10YR 6/6 - fsl tcsbk ds cs 1c-vf 0.2 0.6 4 32-39 10YR 7/6 cld 7.5YR 5/8&10YR 6/2 Ifs-fsl l csbk-Osg ds-dl cs 1 m-vf 0.2 0.5 5 39-46 10YR 5/6 cld 7 5YR 5/88 10YR 6/1 fsl Om mfi - 0.2 0.5 El Boring Bonng# ❑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/Ft2 • In. Munsell Qu.Az. Cont.Color Gr.Sz.Sh 'Eff#1 'Eff#2 ❑Boring 5 Boring# ❑Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color 1 Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell ' Qu.Az.Cont.Color Gr. Sz.Sh •Eff#1 'Eff#2 •Effluent#1 =BOD.>30 s 220 mg/L and TSS>30 s 150 mg/L 'Effluent#2=BOO.>30 s 220 mg/L and TSS>30 s 150 mg/L 6 V \m -w - . „ w !/ • £) I i la i 9r, +£, |! •§0 ��6 } / ) I. © y a � . 2_ cu \ x §/) � \ ro % o * 1 ~ \ 2 \ .I 3 �� I § I 7. \ 1.4 - 2 < � \ § I 2 ' CD |! j § L / / 0 � \ 18 , Z e & mot §| 444 = . ! v § [ / ! cu u |! 20 7 | wa& - 2 [ | . le i _ . j § / (/ocol > || \ = \ ge 0 . | / r 3r ( < . | / Z y n . mI \ | o -a * C.7 f § : � $ a � � J .I ) 2 , . k7) || �� ( \ ! fi C /! - « � , . \ 7 | ' � { F _ /) )¥ � RDNN j ! \ ff /~ ! \ 1:7141 &z | | / \ \/- \ \ }2 = x E \ \ ¥ �§) & : .. .. /, « © * ; ) k ?` � - f.,`! § ka % » e / „ --lilt 1 ƒ$% . _.2 t { kf � , � rr , r } ' : i , . I . . . . . --1 / / . . . 8 - 1 8. f.5 E , ; 1. .1 ii ,I i . 1 i_. • , . ; ..., co i I 1. 1 \ \ it. „ 2 0 \-1, I, \ \ \ \. ‘-\ )•:\)',-1 ,i . ' i i - / / ) / I / -,'-_ c.3. i V t I i\. 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RECENIED OCT 03 2022 CER77F/ED SURVEY MAP St. Croix County Community Development IN THE SOUTHEAST X OF THE SOUTHNEST X, SECTION 32, TOWNSHIP 29 NORTH, RANGE 15 NEST, C.Sm-aocv _ 06a TOWN OF SPRINGFIELD, ST. QROIX COUNTY, WSCONSIN ! INCLUDING ALL OF CER7)F7ED SURVEY MAP, T,I^ r VOLUME 16, PAGE 4340 -'. l 1 '" .. . 1-. - - - - 0 125 250 SOO SCALE: 1' = 250' 1 I Stnzu>z 1,912 MAIM I 1ltS1hPS2 sent + N89'39'54-E 1327.99' it - 514.09' 813.90' 000 bi SOIL x cu a__ BORINGS 1111, b...,.1 Rag..a LOT 2 y�1y r ) 948,884 SQ.FT. 'J I'. 1 21.78 ACRES iCi r 1b N. n Q ? 44u. 41 w b o R o c z • n 0A LOT 1 I' SHED 811,286 SQ.FT. 1 •• si-__ 18.62 ACRES MOU 14 O 1 w.»w1r'..w $ scoO i A!-- O Nib 1_r.qa_ L __ max •' 1074224 E 132&24' (,' 132635' 33.00' 686.51' 33.03' 639.63' 33.00• 41)__ _vl— t—A- -589'42'22-W 1328.36' SOUTHWEST ccreNER N89'42'22-E 2656.71' SOUTH r�1 CORNER 12 fttRO ALUMINUMSFCTKW LL Y!lPLAilEQ let9 COUNTY ALLM AIE aaurrr MONUMENT L.p,h,7Y�,�T GENOTAL NOTICE STATEMENT.. CALM PARCEL SHOWN HEREON IS 9.ELECT TO STALE, COUNTY MO 1011N9EP LAMS Nil REGULATIONS(Lc NE7L4NOS AND RESTRICTIONS ACCESS 70 PARCEL LY101MW LOT SR[ECT.)BEFORE PLWpL4SM OR OEIELOPTE6 ANY PARCEL CONTACT 7NE ST. CROW CIEIELOPM NT OFFICE AND RE APPROPRIATE TOWN BOARD FOP ADHCE REAL LAND SURVEIMIC,LLC FIELDWORK 1356 WCIERNA110N AL DRIVE EAU CLAMIE 111 54701 COYIPLE770W (715)514--4116 DATE8/20/2022 SHEET 1 OF 2 SHEETS CA00 No. 22300