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Home My WebLink About030-2004-91-100 e©��1]6 Pit I 1)o CST—ac.1 1-39.1, wlsoonsin Departrnent o corner p 2 9 521 -a IL EVALUATION REPORT 4 /' � Page of Division of safety and: • .s ( v n in agca With • m 85.Wis. Adm. Code / V/ 5 cro1x �. ant County Mathcomplete site ,on paper • .. . Indies in size.Plan must include,but not limited to: : ,... `:,.1 • ..I reference point(BM),direction and Parcel I.D.?r{ ^' ��2`r1/ percent slope,scale or. - • ,north arrow,and location and distance to nearest road. 6.30- -41)-lot) n Please print all Information. Reviewed by Date ��,� ��7 , 11� 118 Personal information Y�provide�'u,e used for secondary purposes(Prfvr.Y Law,s.15.04(t)fm1l. i��4f��Cl•(.L( '1'�far".'y' ' Property Owner Q n _ ,/j Property Location > /� &C vPl,�� 4.42. ';3,ve dn-[W� Garr.Lot,5 _1/�t(.)114 S33 T Jfl N R/ 7 E( )W Property Owner's Mailing Lot N Blodc N Name or CSAtpy,f,,�//// / /Y3 3 e ,,/,a, / 5L,ibv r 3n 1 0 ' '� C77Q1✓Z,!`S---- City Zip Code Phone Nt nber 0 City 0 Village WiTown Nearest Road / ��/....777�'''';r�7Zaowv) 2.tfo j.•` (7 ) Si 3oreyo/ ' ►C t4 n A`/AS lC-4- vew Construction Use, Residential/Number of bedrooms , Code denved design flow rate `�st'/e<17 Q GPO ' ❑R_eplacemerH 0 Public or r�rperdel•Describe: Parent material 06-2---Gc e...., �� Rood Plain elevation if applicable /t///A n. General oOrmients r In i.fp 1, _()No ,c\ 8 At -( c i t - —r and ra�rrrrtd.dooru:`1 R- Y[) C� ;C c c„ System Type/ 7 4,1,f2,1 '(�7Yt" ' S / System Elevation / )3tD I Borg N Boring pit Ground surface Nev?J• n. Depth to Witting factor_fira In. Soil Application Rate Florfzon Depth Domino Color Redo*Description Textrre Structure Consistence Boundary Roots GPDAW h Munsel au.Si Cord.Color Gr.Sz.Sh. ` ' 'Ef#1 'Ell 2 I d �S 1U�f3rL 1 �� (�/ 7 S-37 /n r. S/V - C/ 44 /� 7 q� 36-irm /0,,f/.6 — S 0 s err l �/v ✓f//�� , /i lr s 411,A , Z Boring N 0 Boring PitGround er.race.bv.�� ( n. Depth to limiting factor_�1�In. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDAF in. Munsel Qu.Si Cont.Color Gr.Si Sh. 'EffN1 •Ef#2 ( o- G, 1r3li- J s/ f err �' - 1/�� z 6�� f.7/ �-/ AK "7, z1 14 /� 3 ,567214c6 �-5 Ds ,err/ /i/4'A//,¢ • -7 /66 •Effluent 117 >BOD.>30<220 mg&and TSS>30<150 ` •Effluent N2•SOD.c 30 rrg&L d TSS<30 mguL CST Name(Please Print) ,"� and ure CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1432 120th St, New Richmond, WI 54017 1"— 7,R/ 715-246-4516 • /0 Property Owner Parcel ID# Page of # ElT Boring �} /f/l f1 3 . Pit Ground surface elev. / f ft. Depth to limiting factor /Z�V in 1 Sok Application Rate Horizon Depth Dominant Color Redox Description Texture Structre Consistence Boundary Roots GPOtfe in. Munsea Ou.Sz. Cont.Color Gr.Sz Sh. 'Eff#1 'E@Y2 fU r3 i l � ,i, /r't ,� C-��t - G /1 ��2_ 5-to / �c G( rJiv--; )K rl, ,9[� I .C.- Boring# 0 Bog 0 Pit Ground surface elev. ft. Depth to limiting factor In. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Stnxltre Consistence Boundary Roots GPDIff in. Murselt Qu.Sz Cont.Color Gr.Sz.Sh. , 'E1f#1 'Etf#2 0 Boring# Boring Ground surface elev. fl. Depth to iimitirg factor in. ❑ Pit Soil Application Rate Horizon lepth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPO/If in. Munsell Qu.Sz. Cool Color Gr.Sz.Sh. 'Eff#1 'Efl#2 -Effluent al =BODE>30<220 mprl and TSS>30<150 ngll 'Effluent#2•BOO,<30 ng&and TSS<30 rig& The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. sso4330(L6,00) Soil Test Plot Plan 4 Project Name Oevering Homes Investments Sha ird Address 1433 Cernohous Ave Suite A / New Richmond Wi 54017 C;f M #226900 Lot 10 Subdivision Chapman Hills Date 9/27/21 SE 1/4 S W 1/4S 33 T 30 N/R19 W Township St. Joseph ❑ Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of survey iron System Elevation TBD *HRpSame as Benchmark Scale = 1 /4" = 10' A 95'4B-1 97' 10% Slope 99' Air 20'llir 50' ■ 353' Property Line Chapman Hills Ct. k B.M.' 153'