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HomeMy WebLinkAbout030-1026-60-400 •. CST-ace ►g a5 9 ~main Daps of oitifsrcil 4 2018 SOIL cyel I IATI( N_REPORT / I�, Pogo t a 3 Division of Safely s Buildings Il oD 31,n $ In accords with Comm 85.Wis. Adm. Code County St.Croix Attach complete el putt on en,* then' 1 x 11 Inches in size.Plan must A Include.but not to:ve 1 and ontal reference point(BM),direction and Parcel I.D. 030-1026- percent slops,sale or dimensions,north arrow,and location and distance to nearest road. Plots'print all information. Reviewed by Date Z Personal information yOu provide may be ueedlor secondary purposes(Privacy Law,s 15.04(1)(m)). e,n �1/ 1 Ply Owner Property Location re, ...Z Z, ( 123-2018)Damien ludkins Govt Lot NW 1/4 NE 1/4 S 7 T 29 N R 19 (i Property Owner's Mailing Address La 0 I Block r rulti,-Mem►a csta V « O p` Li ode 3 3911 Crescent Ave 4 J City -Stale Zip Code Phone Number EpIty [Malaga Town Nearest Road Eau Claire 1 WI 1 54703 1( 7)5-529-25I8 $t. Joseph I 37th Street 0 New Construction Use C Residential/Number of bedrooms 600 Code derived design flow rate 600 GPO ❑Replacement ❑ Public or cornmarclal-Describe: NA Y loess/till/sandstone Flood in eel n R applicable F . X.p1A ft. Parent material 5 . General comment' i4l�rl f evIew6y o kci s to ensure a new POWTS and recommendations. Propose of this site&soil evaluation is to collect' o or system,designed using existing approved competent mound manuals and placed on this proposed lot,600 gpd, residential wastes was selected only as a standard,I will need gather rtaore information from future home owner to complete a POWTS design.This report uses information on lot lines and location based otDr/ ! ' .• 0 Boring Sun Al2,3 e S r'/ 1---- ► ". 4. �j n{ B 1 Boring t ❑ pit Ground surface elev. 98 It Depth to Iknldng factor 26 In. Soil AppYatlon Rats Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO/ff in. Munn!! Qu.Sz. Cont.Cobr Gr.Si.Sh. •Ef1i1 •E1102 IA 0-3 I0yr3/2 s0 2fgr mvfr gw 2f/2m .6 .8 IA 3•8 10yr3/2 sil 2msbk mvfr cw 2f/2m .6 ,8 I Be 8-26 10yr5/4 scl 3mbk mvfr cw 2f/2m .4 .6 I Bt 26-30 10yr4/4 o2p5yr5/3,10yr62 sicl 3msbk mvfr aw 2m • 'I • 4, 2C 30-50 5yr5/3 grscl 0sg ml - • O •d I B2 I goring a El Boring Boring 20 ElPlt Ground surface elev. R. Depth to limiting facer kl. Soli ADDMcation Rats Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/K in. Munsell Qu.Sz. Cont Color . Gr.Sz.Sh. •EIM1 , rt1Aa2 IA 0-3 I0yr3/2 sit 2fgr mvfr gw 2f/2m .6 .8 IA 3-12 10yr3/2 sil 2msbk mvfr cs 2f/2m .6 .8 IBe 12.20 10yr5/4 sil 2msbk mvfr cw 2f/2m .6 .8 IBt 20-28 10yr4/4 F2F5yr5/3,I0yr6/2 sicl 3msbk mvfr cs 2m r '-/ . (o 2C 28-36 5yr5/3 grscl Osg ml cw - • D . o i •EfAue1 ■BOO,>30<220 m <oll.and TSS>30 160 mgt. . :e a rn la <30 ng&and TSS S 30 nit CST Name(Please Print) Sirliture CST Pewter Lewis Bjork F 253976 , Address ` Date Eva\urtion Cord • -• Telephone Number E7818 County E Menomonie WI 11-28-2018 715-231-7375 non MSn.n nn�,n Property Owner t 123-20I8 )Damien Judkins parcel ID* 030-1029-10-000 Page 2 of 3 B3 Boring re CI Boring 100 19 pit Ground surface ebv R Depth to limiting factor in. Sop Application Rate - Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots •EflsGPO/if 2 in. Munsell Qu Si. Cont Color Gr Sz.Sh. IA 0-4 I0yr3/2 sil 2fgr mvfr aw 2f/2m .6 .8 1 A 4-8 I0yr3/3 sil 2msbk mvfr aw 2f/2m .6 .8 IBe 8-19 10yr5/4 sil 2msbk mvfr aw 2f/2m .6 .8 I Bt 19-32 I0yr4/4 F2F5yr5/3, I0yr6/2. sic] 3msbk mvfr cs 2m • 1-1 • l • Os dl as - • C' , if 32-60 5yr5/3 grs 8 Boring O R I G i �i n ! Boring a m. Pit Ground surface elev. R. Depth to limiting factor Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDP111 EffM2 in Munsell Qu.Sz Cont.Color Gr.Si.Sh. , Boring Boring SIGround surface elev ft Depth to inviting factor in. Pit Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO/i In. Munsell Qu Sz. Cont.Color s Gr.Sz.Sh. •E11N1 'Eft#W2 •Effluent 01 =BOO,>30<220 mg/L and TSS>30<150 rr yl_ •Effluent$$2 a BOO,<30 mg&and TSS<30 mg/L 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. sso-siwrei raoioor (11�\�`llW it -1 21 N 14 u) 4 ) o4- 5 f. Tos>=pk_ -s� ,Ga4:�r • CHECK BOX,sAPPUC„B(E. CHECK BOX AS APPUCAB(E. I — 3 �OF © SOIL EVALUATION S��' '"=40 [] SYSTEM PAGE SITE MAP ° 4�40/iiii ii� PLOT PLAN k/i////zew/A /1 eoo GPD PROJECT NAME: �D,/ DESIGN FLOW ( 123-2018 ) Damien Judkins l Attach design flog calculations for commercial plans. J PROJECT ADDRESS: Lot 4-37th street I St Joseph/St.Croix /VI/ f Pipe Material/ASTM Standard(Tables �.�) VV...4 Sanitary 2 ach 40 eM Symbol: BM Bayamon. 100 FT �� Force Main: go BM Description: Grade 0 base of flagged Stakes JMPORTAt1T: indkow awing north W ground elevaarm contours at suitable Intervals. Oradea(%) 5 wait symbol laeppludel: Q on_ an Show of ewe Area: v`► S o�i P.)°rt s = 4o,J Pi y 7 . s+-Pe� '-tom' +/— - - Ted 14 M; (4f - - --- — �S ORMGHA' 9� 6ST-Azs3 z NAy , _._.._r---\)--\47--- \co cii cif ii ..1 a �to_ �`i } Br +10 .i. Ico 0 1 N) Not s!4ccl .. , ,,,, ._ No `. t,,,A,` Woog c 2 5" — 44. 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