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HomeMy WebLinkAbout010-1081-20-055 vasconsm \ti�F%ArI�1 .. • bermes 0-4i..-. G rage i or Division of I . :' W. ._ ci1 142' SOIL EVALUATION REPORT ,�N In .... .ante with SPS 385,Ws. Adm. Code County o- ST CROIX Attach complete sit plan on paper liae bran-e-1rr x 11 inches in size. Plan must include. but not limited to.velfical and heat erence point(BM).direction and percent slope, Parcel I.D. ia.r+ 0-(• scale or dimensions,port ,and location and distance to nearest road. 010-1081-20-055 Please print all information. Reviewed by. � Dat Personal irtonnation you provide may be used for secondary purposes(Privacy Law,s. 15.04(1)(m)). 4,l ) Z{ I7 /7/2?— Property Owner Property Location ,,,LLL—__JJJ!// JAMES DIERICH Govt.Lot SW % SW %. S 33 T 30 N R 16 E (or) W Property Owner's Mailing Address Lot 0 Block ft Subd. Name or CSMIl 1207 230TM ST 3 PROPOSED CSM City State Zip Code Phone Number 0 City ❑Village ®Town Nearest Road BALDIMN I WI 154002 I (651)261-4969 I I EMERALD I C.T.H."DD" ®New Construction Use:® Residential/Number of bedrooms 2 Code derived design flow rate 450 GPD ❑Replacement ❑Public or commercial—Descri be: Parent material GLACIAL DRIFT&LOESS /JIA(I 10eti . Flood Plan elevation if applicable n. a.ft. zoo x General comments and recommendations: RECOMMEN A MOUND HAVING A CENTERLINE LOCATED ON OR NEAR THE 97 2'CONTOUR Boring 4 ❑Boring I_ ®Pit Ground surface elev 97.6 ft. Depth to limiting factor 47 in Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsel Qu.Az.Cont Color Gr.Sz.Sh. "Effe1 •Effi2 1 0-8 10YR 3/3 — sl 2fgr mfr cs 2f 0.6 0.8 2 8-11 10YR 5/4 — si 2fabk mfr dw 1m 0.6 0.8 3 11-20 7.5YR 4/4 -- d 2fsbk mfr dw 1f 0.4 0.6 4 20-31 7.5YR 4/6 — Si lfsbk mfr dw 1f 0.4 0.7 5 31-60 10YR 3/6 — gulfs Osg ml aw — 0.5 1.0 6 60-63 10YR 4/4 c1d 7.5YR 5l8& d Om mfr — — 0.0 0.0 c2d 10YR 5/3 """"SEEPAGE 0 47' """""""'• 0 Boring2 Boring• ®Pk Ground surface elev.97 3 ft Depth to limiting factor 27 in. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsel Ou.Az. Cont Color Gr.Sz.Sh. •E((81 "Effe2 1 0-8 7.5YR 3/3 — sl 2fgr mfr cs 2f 0.6 1.0 2 8-16 10YR 5/4 — grsl 2fsbk mfr dw 1f 0.6 1.0 3 16-27 7.5YR 4/4 — grsl lfsbk mfr gw If 0.4 0.7 4 27-39 7.5YR 4/4 cud 7.5YR 5/8& grsl lfsbk mfr dw — 0.4 0.7 c2d 7.5YR 5/3 5 39-48 5YR 4/4 c1d 7.SYR 5/8& sd Om ml - - 0.0 0.0 c2d 7.5YR 5/3 •Effluent 01 =BOD,>30 5 220 nrg/L and TSS>30 5150 m "Effluent*2=BOD, >30 5 220 mg/L and TSS>30 5 150 ng/L CST Name(Please Print) Signature CST Number CHRIS FREDERICKS 71618 Address Date Evaluation Conducted Telephone Number 499 4 1/2 Ave,Clayton,WI 54004 , 5-14-2022 715.419.0127 SB0-8330(R04/15) 3 Bolrlp# LJ tbonng ®Pit Ground surface elev.96.8 ft. Depth to limiting factor 22 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsel Qu.Az.Cott Color Gr.Sz.Sh. •Efft1 'Efft2 1 0-8 10YR 3/3 — sil 21gr mfr cif/ 2f 0.8 0.8 2 8-13 10YR 5/4 — I 2fsbk mfr gw 1f 0.8 0.8 3 13-22 7.5YR 4/6 — 51 lfabk mfr 9w lvf 0.4 0.7 4 22-40 7.5YR 4/6 flit 7.5YR 5I8 3 sl lfabk mfr — — 0.4 0.7 f2d 7.5YR 5/3 # 0 Boring Boring ❑Pit Ground surface elev._R. 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.Coot Color Gr.Sz.Sh. 'ERt1 *ERR # Ill Boring Boring D Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIFt2 In. Munsel Qu.Az.Cont.Color Gr.Sz.Sh. 'Efft1 'Efft2 •Effluent#1 =BOD,>30 5 220 mg/L and TSS>30 5 150 mg/L 'Effluent#2=BOD,>30 5 220 mg/L and TSS>30 5 150 mg/L . II • glY• 7- -:" Q4''''' • -r ,; l'i , , i I • tr . --------e .'t '.. ;--r1,., ' hi :, —.. 5 i_., f,:. .. • rft: " .74 ; • ...-- I.16 •" s•-•-___Iii‘ . . . , : -.• r g-:‘!" ' . it , —___ . •. . , . . ., " /. • ..• N. i • 4,?, ,'1: --„., t.2.._, • / -- _.I. :; t• 0,) ' . .' . I -..••••-•••••••....-7.7 ...._••_... . . 1.6 ‘• , /ra.- ...) 1 • I - i :- • 1 ... f1121‘.4;•; IMIMII=7.1..==3 .,•.• ;:':-it:(. ''• I' r• •L l' • -•:. : •; I-.-. ......1,4 f ;rt. r,r,...,.-•t r: -- ,y..)p)-=-, • r / - ^;- 9 Y: . .•),.)"" '••• tlo vi,--."-- oil Km; r- ,-- , . / • .=''''-••-- --7/.;,./g C- ',LI--..z. ,z_7..-_, . . , 7.- '..•' . r f .