Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
042-1078-60-200 (2)
w C -Do) ? — �s°I _ Professional Services 8 m f SOIL PORT n Page / of .3 0 l Kith v in accordance with Comm 85,Wis. Adm. Code YO L Courtly Sr, lroix Attact�oortiplete ,pg not less than 8 1/2 x 11 inches in size.Plan must include' RVt • and horizontal reference point(BM),direction and Parcel I.D. �7 ,e scale or dimensions,north arrow,and location and distance to nearest road. 2 -/Q'7 S- z- O Please print all information. R/evjjj wed by / L - / Date/ Personal information you provide may be used for secondary p (Privacy Law,s.15.04(1)(m)). R7C_Li 6 4,_(,G I ( 41/ Z' Property Owner Fri/ Property Location z (/, - Z 4(h5 S/YA..' Govt.Lot ,/w 1/4 A/(114 S,,,7 T d 9 N R/8 #(•••fir Property Owner's Mailing Address �/11 Lot# -Block# Subd.Name or CSMf4 / /7'Ye LAr r./L/t. r N,c/de ) (9 1/ 6- ( l-7' p City/ State Tip Code Phone Number Ecity Tillage ®Town Nearest Road rd 4JDa06MA.r I/7/1I SS/3SI (So)) 3J8-e4S9 Z.1.4 XX erA1 I /o53 90 —Air. ® New Construction iise4 Residential/Number of bedrooms ' Code derived design flow rate GOO GPD 0 Replacement c or� Describe: Parent material T 'l,l.t4. 5/``/ L Flood Plain elevation if applicable .✓MI z 01/1-e X ft. General drecommendations: /•✓G.eeu.�o Asa rS, • 4 9Pal/i7' 1.1., 0/F.J cu,, A./�u, /a Ye 440/f /11.4or/.•e,40 S.Er. - 3'N/ ,QFtor) 6.t4'/6/ S.f'owa0 a A6[r TO sifAw1Y F6E 4 B El o r! 4.41,4 ,r .1 //e%s!> ,//e✓S6 I ❑ Ong K✓t/c I M ,y /v-e f/NO ,.. 1C0 r r•e/c4r.64...4.cnT ar- . / Boring# gi Pit Ground surface elev. /00,0 ft. Depth to Ihniti,g factor >84 in. I Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDfff in. Munsell Clu.Sz. Cont.Color Gr.Sz Sh. 'Et1#1 •Eff#2 / 0- 8 /sYs J/3 - 5/ 1 wr JA 'iv PI, as /r . . 0 /0 01 8-3o /orl y/Y — s/ .1 et sfk elICA jr5 /f' . . G /O 3 jo•Se/ /a7( Y/6 - , '/ ? of ssk rr•'r Gs - .6 /O 9 V-84 /GY.L J/c - .. _ cry re — — . 7 /6 , /D -/.S7., •kNAia (.?iarz ,., N 7 C.Sieve A.,, Au /e/rs / a # El Boring © Pit Ground surface elev. /0d.O ft. Depth to limiting factor >84 in. Sad Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO/R in. Munsell tau.Sz Cont.Color Gr.Sz Sh. 'Eff#1 'Eff#2 / O. 9 /ore 3/3 _ - .S 1 , 1 r 4'e ,VW,' QS hot . G /.0 . .? 9-211 /4y4 3/4 - Sl _1 f' 3Ik nfr cs , I . 6 /.0 .3 2Y-34 /ore f//d _ - Ifs , Ai_ /vr, cS - . S d o V .3!-SE. /d YA. 3/4 — _ S _ S3 .a I — — . 7 /.4 'Effluent WI =BOD,�>30<Z20 rrg/L and TSS>30<150 mg& ffluent#2=BOO,<30 mg&and TSS<30.. CST Name (Please Print) Michael J. Haneett Signet re Y CST Number 150A Fairway ct Address DateTelephone Manlier Eau Claire,WI 54701 (H) 715-834-8610 (C) 715-577-4383 y,7r-416/8 SBD-8330(R07/13) CST, MPRS-224974, D-1152 i4 . V Property Owner L 01//E *.s,...f,ed Parcel ID# Page '?. of 3 # 0 Boring /3 r 3 L pit Grour rfmceelev. 97O R Depth tofmrtingfactor >8L in. Sol Application Ftate Horizon Depth Dominant Color !,r J_xz Description Texture ConsistenceStructure Boundary Roots GPDIR in. Munsell Sz. Cont Color Gr.Sz Sh. 'EMI 'Eff#2 / 0-1 /ant 3/3 - l al n Jo _ .•t Yr 4s /n . li z O a 9-3e /0rA. J/4 - I . e SA r Pf cs If . 6 '.0 3 3e-YR /3Pt V/I - /CS . s9 mo ro 65 — .S /.a Oil Y2-84 /ant J/4 - .s , 59 r/ - - . 7 /.t y # Boring i Pit Ground surface elev. 97.6 ft. Depth to 6niting factor >84 m. Sol Application Rats Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDAF in. Munsell Qu.Sz. Cont Color Gr.Si.Sh. 'Ert#1 ' 'Eff#2 / o- 9 /oY4 3/3 - s / _ .l rtjy ,vuk• qS /of . 4 /.ct _ 2 9-,18 /e»t 3/G — S l .1 c s4k ru f'� S s ./ . L /.o 3 23-VI /olit q/4 - s / d o•se* rJPi. Gs - . C Io Y Y/-84 /.ra 3/4 - .5 Si r l - - .7 Z 4 nBor;ng Boring# Pit Ground surface elev. R. Depth to limiting factor In. Sod Apptication Rem Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD1fr in. Munsell Qu.Si. Cant Color Gr.Sz.Sh. 'Eft#1 'Etf#2 •Effluent#1 =BOD,>30<220 nglt.and TSS>30<150 mglL •Effluent#2=BOD,<30 mgIL and TSS<—30 ngfL M4310(R07/11) = vi 0 'O 'q � •Z o 0 C n ; •-a •�-1 II _ „ y O o n e t. 0 v �y 4 L O 001. a. \l f' .� �` O ZO a t w N vh v _ I \c t 'a Vie ` ' laT Y for r\ ® 0 Oa 0a L 111N, ZC t in ca Z� �a `t b ) a' a 0, ` 0 e '" X ..c N a 'G • o r t_ n E C c " t r O n 12 n !s• O A.` N. 0 00 1 a e xr Z. 0. .Z E ' }c A U T R ' . - -- A -A XO A v H N •a - X. )t.r• P. /� I~ M 6 N. i 1\ ; ^/\ \0 ' 11 C ' ` V I, � I w •▪ t t h0 . Na t. * ! `/ G ; Z lO 1 I w