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HomeMy WebLinkAbout008-1049-95-006 �� � v ED SOIL EVALUATION REPORT C` b - h� �t128 mi lwpe s Department of Ronal Services Page 1 of 3 \_- 1. Divitton of Sateq annulWings Northland Plumbing,Inc. in accordance with Comm 85,Wis.Adm. Code x quoCounty Attach complete sae laikilSlrpaple rtp[ pen 3'h x 11 inches in size. Plan must St. Croix include,but nq� 11-Al ' "h N ti' reference point(BM).direction and — percent slope,scale or dimensions,north arrow,and location and distance a at road. P rc D10, 1,1-Q5 Please print all information. ) Z �- f� T Re)/mod �7 Personal information you provide may be used for secondary purposes(Privacy 11) /yr� //OL- I� O� L Property Owner Ldl:wtion lll� �!�[.� !l Barry Serier Govt.Lot SW1/4,NW1/4,S17,T28N, R18 Property Owners Mailing Address - - 4 r Block a Subd.Name or CSMw 2150 33rd Ave _ 3p-- z City State Zip Code Phone Number City village Town Nearest Road Baldwin i WI i 54002 i 715-760-0217 Eau Galle 220Th St . New Construction Use: , Residential I Number of bedrooms _ 3 Code derived design flow rate 450 GPD Replacement Public or commercial-Describe: __ _ _ ,, Parent material Glacial Till Qytq p;_,4ZO 4 I`4PS' Flood plain elevation.if applicable N„e)cft. General comments and recommendations: D roman~;a 1 Oath- 9, c PE 1 Sorkg I Boring Pit Ground surface elev - 102.90 ft. Depth to limiting factor 18 in. Soil App ion Rale Horizon ' Depth Dominant Color Redox Description Texture Structure Boundary Roots GPD/R' in. , Munsell Qu Sz Cont. Color I Gr.Sz.Sh. Consisearloe� 'EIN1 'EIN2 1 0-10 IORY3/2 sl } m2sbk mvfr cs 2f .6 1.0 2 10-18 10YR5/4 ( s 0sg mfr a if .7 1.6 i 3 18-22 10YR5/8 7.5YR5/8fld spots sc i mlsbk mfr a 0.0 0.0 4 22-60 10YR8/2 fs . 092 i mu a .5 1.0 I ! I ! I I 2 Boring a : Boring Pit Ground surface elev _ 102.88 R. Depth to limiting factor 20 In. Soil Application Rate Horizon I Depth Dominant Color Redox Description I Texture Structure Consistence Boundary Roots GPDAY in. Munsel Qu Sz. Cont Color Gr.Sz.Sh. 'East 'Ena2 S. 1 0-10 10YR3/2 sl m2sbk rnvfr a 2f .6 1.0 2 10-20 10YR5/4 s Osg mfr a if .7 1.6 3 20-28 10YR5/8 7.5YR5/8 fld spots j Sc m2sbk mfr a .2 I — -- .3 4 28-37 10YR6/8 s Osg mfi cs .7 1.6 5 37-48 10YR5/6 10YR7.5YR5/8fld sp Sc mlabk i mfi a 0.0 0.0 6 48-61 10YR8/2 fs Osg mfl a .5 1.0 •Effluent ut1 =BOD5>30<220 mg&L and TSS>30<150 mg&L 'Effluent a2=BODS<30 mg/L and TSS<_30 mg4L CST Name(Please Print) Sign u i CST Number Michael J. Myers 287985 Address Northland Plumbing,Inc. Date Evaluation Conducted Telephone Number 2943 130th Ave Glenwood City,WI 54013 7/2/2020 715-265-4115 SW-8330(R I I/I1) Properly Owner Barry Seder -. Parcel • -- — -- ID a --— Page . z_of_3_ Boring 3 Boring « Pfl Ground surface ebv. __103 55 ft. Depth to limiting factor 26 in. __ Soil Application Rate Horizon ' Depth i Dominant Color Redox Description ' Texture Structure Consistence-Boundary I Roots GPD/fl+ in. ! Munsell Qu.Sz.Cont.Color I' Gr.Sz.Sh. •Eea1 'E4a2 1 0-10 10YR3/2 sl m2sbk - mvfr cs 2f .6 , 1.0 -1---- 1 — .7 2 10-20 10YR5/4 ; s a if Osg mfr1.6 4 - 3 20-26 10YR5/4 I loos Osg mefi gs .7 1.6 —+ 4 26-42 10YR5/6 7.5YR5/8fld spots sc misbk mfi cs 0.0 0.0 5 42-62l 10YR8/2 fs Osg mfi cs .5 1.0 1 Boring Boring rM P8 Ground surface elev ft. Depth to limiting factor in. - - Soil Application Rabe Horizon j Depth Dominant Color j Redox Description Texture i Structure !Consistence Boundary! Roots GPDMI in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'Ent •ERa2 } i I Boring Boring a Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon j Depth 1 Dominant Color Rados Description , Texture Structure !Consistence!Boundary j Roots GPDm ' in. Munsell Qu.Sz.Cont-Color Gr. Sz.Sh. 'Ent j •Erta2 I t I - 1 1 I I H- -4 'Effluent Cl =BO05>30<220 mg/L and TSS>30< 150 m & •Effluent a2=BOD5<30 mg/l.and TSS<30 mail_ Thc Department of Safety and Professional Servicese is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format,contact the department at 608-266-3151 or TTY through Relay. SBo-$330T.M IR 11,11 I Northland Plumbing,Inc_ e ( CHECK BOX AS APPLICABLE. CHECK BOX AS APPLICABLE. © SOIL EVALUATION scale: '"=40' ❑ SYSTEM PAGE 2 OF SITE MAP ° '7////j // PLOT PLAN PROJECT NAME: (ion g,a) tD, 2/ DESIGN FLOW: GPO Barry Serier (,� Attach design flow calculations for comrneraal plans. PROJECT ADDRESS: 220th St,Baldwin,WI tr`1 Pipe Material/ASTM Standard(Tables 384.30-3 8 384.30-5) 100.0 Sanitary Sewer / BM Symbol: BM Elevation: FT Force Make: / BM per,,; Grade road edge 140'South field drive Sloe,Graders(% Weil 'B 1e e`north by IMPORTANT: of TestedAlen: ) 2' We Symtol(N e�'�1e): 0 dne on the even arrow roprite IraShow ground elevatlon contours at witahk intervals. t ree.e' 2 2.6 Sf tr '#sue � I ®'y i,�‘�l 11' 380 14.vi IV` I I � r 1 I I ay. );r-«.,l. diAlt I I 1 ? Pei n1dt+'l&r , 1 V,r/zl I trade &4roaJ e./e ' I mtt prare✓t Ii.«a /ot 1 g►N = 9�•y�. 1ul1aJ . ) /o2��PjTT 1e,.1 3 l ' ( o2 .9 ' /el 32 = j02.88 - 1L3 = io?. SS' I