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Home My WebLink About020-1363-19-000 (2) 2380 Wisconsin Department of SOIL EVALUATION-REFORT Page 1 of 3 Commerce ` ( -C,lth Comm 85,Wis.Adm.Code A.C.E.Soil&Site Evaluations r ��ar '�w c^�,c3 County Attach complete site p4W o�r,--- i( ll-ot less than 8'/:x 11 inches in size. Pla St.Croix include,but not limitee��utcfbV�ttical and horizontal reference point(BM),directio parcel I.R. percent slope,scat$1i? imemsions,north arrow,and location and distance tc 020-1363-19-000 r Z/S Please print all information. Reviewed I Date Personal information you provide may be used for secondary purposes(Privacy Law,s. � ?,V�,, J/ 7-y Property Ownei Property Location Holm Compaies, LLC Govt.Lot SE 114 SW 1/4 S 27 T 29 N R 19 W Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# 684 Baker Road 19 na Exit 4 Business Park City State Zip Code Phone Number City Village ✓', Town Nearest Road Hudson WI 54016 (715)222-3205 Hudson r Commerce Dr. New Constructior Use: Residential/Number of bedrooms 0 Code derived design flow rate GPD Replacement ✓ Public or commercial-Describe: Transportation hub Parent material Glacial Outwash Flood plain elevation,if applicable na General comments and recommendations: Soils suitable for conv. dispersal cell at 0.5 gpd. Recommended linfiltrative surface elev.to be=95.50'. F-1 I Boring# Boring V' Pit Ground Surface elev 100.94 ft. Depth to limiting factor >108" in. Soil Application Rat Horizon Depth Dominant Redox Description Texture Structure Consistence Boundar Roots GPD/ff, in. Color Qu.Sz.Cont.Colo Gr.Sz.Sh "Eff#1 2 1 0-48 multi colored none mixed fill 3mabk mefi aw 1vf,f 0.0 0.0 2 48-108 1 Oyr5/4 none strat.fs Osg dl - - ` 0.5 1.0 ❑ Boring# Boring ✓' Pit Ground Surface elev 101.36 ft. Depth to limiting factor >112" in. Soil Application Rat Horizon Depth Dominant Redox Description Texture Structure Consistence Boundar Roots GPD/ft` in. Color Qu.Sz.Cont.Colo Gr.Sz.Sh "Eff#1 "Eff#2 1 0-56 multi colored none mixed fill 3mabk mefi aw 1vf,f 0.0 0.0 2 56-112 1Oyr5/4 none strat.fs Osg dl - - 0.5 1.0 Effluent#1 =BOD�30<220 mg/L an TSS>30<15 mg 'Effluent#2=BODS<30 mg/L and TSS<30 mg, CST Name(Please Print) Signat / CST Number James K.Thompson 3602 Address A.C.E.Soil&Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane,Osceola,WI 54020 11/7/2014 715-248-7767 Property Owner Holm CompaieS,LLC Parcel ID# 020-1363-19-000 Page 2 of 3 3]F Boring# Boring y' Pit Ground Surface elev 101.33 ft. Depth to limiting factor >110" in. Soil Application Rat Horizon Depth Dominant Redox Description Texture Structure Consistence Boundar Roots *Ef GPD/ftEff#2 in. Color Qu.Sz.Cont,Colo Gr.Sz.Sh 1 0-60 mufti colored none mixed fill 3mabk mefi aw 1vfj 0.0 0.0 2 60-110 1Oyr5/4 none strat.fs Osg dl - - 0.5 1.0 ❑ Boring# Boring =; Pit Ground Surface elev ft. Depth to limiting factor in. Soil Application Rat Horizon Depth Dominant Redox Description Texture Structure Consistence Boundar Roots GPD lfN in. Color Qu.Sz.Cont.Colo Gr.Sz.Sh *Eff#1 *Eff#2 ❑ Boring# Boring Pit Ground Surface elev ft. Depth to limiting factor in. Soil Application Rat Horizon Depth Dominant Redox Description Texture Structure Consistence Boundar Roots GPD/ft' in. Color Qu.Sz.Cont.Colo Gr.Sz.Sh *Eff#1 *Eff#2 *Effluent#1 =BOD 30<220 mg/L and TSS>30<150 mg *Effluent#2=BOD 5<30 mg/L and TSS<30 mg, 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. SBD-8330(R.07/00) A.C.E.Soil&Site Evaluations I ■,Soi�C✓a/lca.xZ,`on 2380 Corm;eS,LLc- .�,8fl Ad-ieal 116,C/4,V7, '-v/ 6 6 v 5E1'f.Sc� ;5eo,.z 7,-r z firs cry i k Co• i,J! 56 , lac/01 Q20 I Tod�F'/off drevew I' .SEA��L yeJ�wyrxdJ flcc.ss � Fled 4:Ir /0 k ce-cl -6 Bu fj. 3o-(,3 r ~ ~ bureau of Integrated Services in accordance with s. IL r ..Wis. Adm. Code rage t of Attach complete site plan on paper not less than 6 112 x 11 inches in siz R must County I include, but not limited to: vertical and horizontal reference point (BM) idir on and T t , (b t ~f percent slope, scale or dimensions, north arrow, and location and dis dto near Eist`rt'> Parcel I.D. # APPLICANT INFORMATION - Please print all information. 4 Review7 y Date Personal information you provide may be used for secondary purposes (Privacy i aw, s. 15,04(l jrnj t,r ,~T (~t~f.✓VV ProperroosTec nerC- 4 r p o r r. 4 l w t~ Govt. Lot h, 11.4/ S G) 1/4,S L 7 T C N,R 19 ern W Property Owner's Mailing Address 1 qt ubd. Name or CSM# City State Zip Code Phone Number ❑ City ❑ Village to To" Nearest Road New Construction Use: ❑}iesidential / Number of bedrooms Addition to existing building ❑ Replacement Public or commercial - Describe: r1 Code derived daily flow r ow gpd Recommended design loading rate r "'?r bed, gpd/ft2_trench, gpolft2 Absorption area required bed, ft2 trench, ft2 Maximum design loading rate _bed, gpd/fi2 55~ trench, gpd/ft2 Recommended infiltration surface elevation(s) c `t T referred to site plan benchmark) Additional design/site considerations ar4, t-, S 4 21, Parent material 10o-'Li, i q plain elevation, if app cable ~pk_ ft S = Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank U = Unsuitable for system S ❑ U ❑ s ❑ U ❑ S ❑ u ❑ s ❑ u ❑ S ❑ u ❑ S ❑ u SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Structure GPD1W in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh_ Consistence Boundary Roots Bed ,Trench I Q- r^ 1 4, b f t I tti) '41 r j Ground elev. Depth to limiting factor NO in. Remarks: Boring # { f 2 1-31 to r q 41 _ S i IC Y'" ~t C:W 1 Ground 41 $ - I t ~ f elev. - Depth to limiting factor 7 Ila in. Rema ur, V luir 'il'l CST Name (Please Print) Telephone No. Y r t;'~`-. ~ ~ to af, f 7 9q(p- Address t Date CST Number a t 7 - ' PROPERTY OWNER SOIL DESCRIPTION REPORT Page 2 of PARCEL I.D.# Boring # Horizon Depth Dominant Color Mottles Structure p in. Munsell Qu. Sz. Cont. Color Texture Consistence Boundary Roots ED/ft Gr. Sz. Sh. Bed , Trench i ~~.3 to f- V2. S MAV ~ c=` 3 Msbv C S . If r Ground _ t elev. S C S S ft 71-► a ~~~r - I s Depth to limiting factor r~ iC7 in. Remarks: A0 ~s Boring # 3- it 10 Y~ V~ rr)s6 C, vi tl-qo cy; (o e ~r1Sb1! ~'f e-Ii fT 10 53 "7154r S-4, Ug C S . 5 Ground 53 -1 7, r Q S M` elev. Q S , too 3 7'5 r S `V 5 `.r1 C S 1( mv1 ,S- Depth to limiting factor Remarks: i,J f:, SS -7 .Syr `fib Horizon Depth Dominant Color Mottles Structure GPD f Texture Consistence Boundary Roots in. Munsell C2u. Sz. Conk Color Gr. Sz. Sh. Bed Trench Boring # -LO , F 75 . L`-~5 L) Y r L/A, 3 9-5$ 7 S 'r (6 0rn ( C S Li 10 5 Ground 8-100 7, S 'r 6 elev. 1131#. Depth to limiting factor ~-Lbo-'"' Remarks: _W b.,ds la1 ~rs ~t•S r s -Y-V w(bC-,As of \~S 1,5 r.S 4 Boring # Ground elev. e. ' Depth to lirrriting , factor in. Remarks: SBD-8330 (R. 07i96) tMYIPQMMtMTAL 5Y Ptsl6m 1432 1200 STREET, NEW RICHMOND, WISCONSIN 715-246-2454 Tom Nelson Certified Soil Tester 227387-Revered Sanitarian SR00713 @E 4 ~f i f SCAU Isi ~ Tom Nelson BM2 'top 0;y 'tg#~ a', vc p r o. l :,)E 100 6. 1 Of