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HomeMy WebLinkAbout030-1026-60-300 (2) • \17:2F-,CE---1,11 .7D '` Eilit ) c51--a01 E _ a RY fl 4 2018 �� 0 Wisconsin SOIL EVA_UAIO w DEPORT �� C� Page I of 3 Division of Safety and Buildings IJJ / „x o with Comm 85.Wis Adm. Code County $[.Croix •y Development Attach complete site plan on 1/2 x 11 inches in size.Plan must include,but not limited to:vertical and hortontal reference point(BM),direction and Parcel I.D. 030-1026-60-6365 percent slope,scale or dimensions,north arrow,and location and distance to nearest road Please print all Information. .6 Revs$$ erod by Date Personal information You provide may W used for secondary purposes(Privacy law,•.15 W(1)(m)l. r / I /Z Z� Property Owner Property Location a ( 123.2018 )Dantieniudkins Govt Lot 5U/l/4 5E 1/4 S 6 T 29 N R 19 E(or)W Property Owner's Mailing Address Lots I Block 0 I _ Sub6'Na aC yD. 1, (� p,. . (4 (1,9 ,(J 9 3 3911 Crescent Ave 3 J City State Zip Code Phone Number [pity ®Village []Town Nearest Road Eau Claire 1 WI 1 54703 1 ( 7r-529-2518 St 1 37th Street 600 DNew Construction Use Residential I Number of bedrooms 6® Code derived design flow rate GPD Replacement ❑ Public or commercial-Describe' NA Parent material loess i till/sandstone Flood Plain elevation if applicable NA R. General comments Propose of this site& soil evaluation is to collect information for review by officials to ensure a new POWTS and recommendations: 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 more information from future home owner to / ) complete a POWTS design.This report uses information on lot lines and location based on verbal description . B I Boring 0 , 0 Boring l IJ pit Ground surface eb ft.100 Depth to limiting factor >72 in RIG i [V toSoil Application Rate Horizon Depth Dominant Color l edox Description Texture Structure Consistence Boundary Roots •E GPO/ffffill E in. Munsell Qu. Sz. Cont.Color Gr.Sz.Sh. IA 0-3 IOyr3/2 sl 2fgr mvfr gw 2f/2m .6 I. 1 A 3-IS 1 Oyr3/2 sl 2msbk mvfr cw 262m .6 I. 2C 6-29 5yr5/4 Is Osg ml cw 2f/2m .7 1.6 2(' 29-50 5yr5/3 s Osg ml aw 2m .7 1.6 3C 50-72 10yr5/6 s Osg nil - .7 1.6 82 gig M98 Boring 29 Q Pit Ground surface elev. R. Depth to limiting factor in. Sop Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP in. Munsell Qu.Sz. Cont Color Gr.Sz. Sh. •Eff#i ERit2 r I A 0-3 I0yr3/2 sil 2fgr mvfr gw 2f/2m .6 .8 A 3-12 10yr3/2 sil 2msbk mvfr CS 2f/2m .6 .8 I Be 12-29 10yr5/4 sil 2msbk mvfr cw 2f/2m .6 .8 1 Bt 29-31 10yr4/4 I•'2F5yr5/3,10yr6.2 ski 3msbk mvfr CS 2m . 7 , 4, 2C 31-41 5yr5/3 grsicl Osg ml cw - D. C d. fl 2C 41-60 5yr5/3 fs Osg ml - - • 2 0 3R 60+ SSBR &G111EK • •Effluent#1 _BOO,>30_<220 rrg4L and TSS>30<150 mgil 'Efll . #2= :'•A•,< mgt and TSS<_30 mg& CST Name(Please Print) Sign , CST Number Lewis Bjork 253976 Address sate Evaluation Conducted -- Telephone Number E7818 County E Menomonie WI 11-28-2018 715-231-7375 030-1026-60-000 2 of 3 • Property Owner Parcel ( 123-2018)Damien Judkins ID 0 Page 0 Boring l B3 1 Boring a Pit Ground surface elev. 100 37 ft Depth to limiting factor in Sop Application Rote Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/R in. Munsell Ou Sz Cont Color Gr.Sz. Sh. 'Eifel •Eff*2 IA 0-4 10yr3/2 sil 2fgr mvfr aw 2f/2m .6 .8 1 A 4-8 I0vr3/3 sil 2msbk myth aw 2f/2m .6 .8 IBe 8-24 10yr5/4 sil 2msbk mvfr aw 2f72m .6 .8 IBt 24-37 I0yr4/4 ski 3msbk mvfr cs 2m .4 .6 2C 37-60 5yr5l3 grscl Os B dl as - .0 .0 O R l G I 1`t t I Boring% HB(Ying Depth to factor ' pit Ground surface ebv ft limiting in � Sol Applicatbn Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDAf in. Munsell Qu Sz. Cont.Color Gr.Sz.Sh 'EMI 'Eff 2 , Boring N Boring Ground surface elev. R. Depth to limiting factor n IPit Soil Application Rote Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots E GPDMffill i in Munsell Qu. Sz Cont.Color Gr.Sz.Sh. •_ •Effluent#1 le BOO,>30<220 mg/L and TSS>30< 150 moll_ •Effluent 02=BOO,<30 mg&L and TSS<30 mgA. 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. sao-awruimow) S 6 Z9 1,. 1g l.) "TOk c.*) ST• SoSeP -S1- Gn X CHECK BOX AS APPLICABLE _ CMECKeo%�APvucAe�E. �. �.�,a. Ei SYSTEM PAGE/O © SOIL EVALUATION SITE MAP ii�i __�� � PLOT PLAN PROJECT NAME: DESIGN FLOW _ -8---oPO ( 123-2018 ) Damien Judkins ® A Mach design flow calculations for commercial plans pipe Material I ASTM Standard(Tables 3d1.3t?+9 3 ) Lot 3 371h street I St Joseph St.Croix 1 \ }� oclt PROJECT ADDRESS W `� I l,, Sanitary 3/wx._.! 10Q FT `/ Force Mi..?--i Bch 40 BM Symbol: �'. 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