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Home My WebLink About040-1295-80-000 (2) 1501 Wisconsin Department of Commerce SOIL EVALUATION REPORT `ue r� o to 7 S/ pa 1 4 Division of Safety and Buildings in accordance with Comm 85,Wis.Adm.Code A.C.E.Sal&Site Evaluations Attach complete site plan on paper not less than 8'%x 1 s in ¢ Coutty e. must St.Crobc horizontal ref t B d -- include,but not limited to:vertical and ,$ �.._,)� pare I.D. percent slope,scale or dimemsions,north arrow, find dlsfa road. p #19.28.300 Please print all ition.�► r• gy DAate, o- Personal information you provide may be used ary pu a �Caw,s.15.04 _/re�✓�' 2 Z Property Owner r Lion J.T.B. Properties,L.L.P.C/O John W. en !14 1 Govt t NE 1/4 SE 114 S 19 T 28 N R 19 W Property Owner's Mailing Address 5'1 r( Lot -:r,a Block# ubd.Name or CSM# 1564 West University Avenue 000 -FY' 8 : Trebus Valley Estates City State Zip C N 1 ity j Village Tam Nearest Road Saint Paul I MN 1 551041 Troy County Highway"F" New Construction Use: Residential/Number of bedroom 3 Code derived design flow rate 450 GPD Replacement Public or commercial-Describe: Parent material Glacial drift �[ F�po�dd plain elevation,if applicable na General comments - / �'t / (� 1�f� / ► 7 l�'1�G�i 1� 7��` and recommendations: Recommend installing mound system at elev.= 103.69' t 15"above 102.44'contour. F]Boring# � Boring jo Pit Ground Surface elev. 102.13 ft. Depth to limiting factor > 1 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftY Eff# * 1 *Eff#2 1 0-8 1Oyr3/3 none sl 2fsbk mvfr as 7mO.4 0.9 (o 2 8-23 1Oyr4/6 none scl 2msbk mvfr cs 0.6 3 23-38 7.5yr4/6 none scl 2msbk mvfr ai 0.6 4 38-48 7.5yr4/4 none scl 2msbk mfr aw 1f 0.4 0.6 , 5 48-60 7.5yr4/6 none Is/sl 1med.pl mfr aw 1vf,f 0.4 0.6 .�f 5- 6 60-84 1 Oyr5/6 none fs 1 msbk ds gw - 0.4 0.6 FIfkS curtains colluvial 1 msbk Is,1 med.pl sl, with 15°k limestone- Boring at 1/2"-4" . F-1 Boring# 01 � P Pit Ground Surface elev. 103.27 ft. Depth to limiting factor 21" in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 *Eff#1 I *Eff#2 1 0-7 1Oyr3/3 none sl 2fsbk mvfr cs 2f,1m 0.5 0.9 (e 2 7-13 1Oyr4/3 none sl 2msbk mvfr gw 1f 0.5 0.9 3 13-21 1Oyr4/4 none sl 2msbk mfr cw 1f 0.5 0.9 4 21-32 7.5yr4/6 q 7 5/8 Is 1 msbk mvfr aw 1 vf,f 0.7 1.2 5 32-44 7.5yr4/4 f2f 7.5yr5/8 scl 2msbk mfi gw - 0.4 0.6 6 44-60 7.5yr4/4 m2d 7.5yr 5/8 scl Om ds - - 0.0 0.0 [--.,L-FI#5&6 curtain 1/4"-2 75yr4/4 Om sl bands at 1" 3"intery s. Loading rate reflects reduced permiability associated with banding. *Effluent#1=BOD?30<220 mg/L and TSS 30<-I 50 ffl =BODS S.30 mg/L and TSS<30 mg/L CST Name(Please Print) Sig CST Number 44�4 James K.Thompson ere: -- 3602 Address A.C.E.Sal&Site Evaluations Dale Evaluation Conducted Telephone Number 340 Paulson Lake Lane,Osceola,WI 54020 12/5/01 715-248-7767 1 Prdperty Owner J.T.B. Properties, L.L.P. C/O John pares ID# 040-1078-20-000,ID#19.28.300 Page 2 of 4 3] Boring F # IM � IM Pit Ground Surface elev. 99•66 ft. Depth to limiting factor 40" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence boundary Roots *Eff#1 *Eff#2 1 0-8 1Oyr3/2 none sl 2%bk mvfr as 2f,lmc 0.5 0.9 ,(P 2 8-19 1Oyr5/4 none sil 2fsbk mvfr cs 2f,1m 0.5 0.8 [( 3 19-32 7.5yr4/6 none scl 2msbk mvfr ai if 0.4 0.6 , `4 4 32-40 1Oyr4/4 none sl 2msbk mfr aw 1f 0.5 0.9 r 5 4 -53 7.5yr4/6 f2f 7.5yr5/8 Is Osg mfr aw 1 vf,f 0.7 1.2 6 53-70 5yr4/4 none gr.sl Om ds - - 0.3 0.5 ^' H#5&6 contain 1/47-2"7.5yr4/4 Om sl bands at 1"-W intervals-redox concentrations observed in sandy materials directly above sl bands. Loading rate reflects reduced permiability associated with banding. Boring F-I # Boring - Pit Ground Surface elev. ff. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD *Eff#1 *Eff#2 Boring I F-I # �Boring — ]Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Cola Redox Description Texture Structure Consistence Boundary Roots GP *Eff#1 *Eff#2 i *Effluent#1=BOD?30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5<_30 rngIL 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. SOIL AND SITE EVALUATION 1501 Page 3 of 4 PROPERTY OWNER: J.T.B.Properties,L.L.P.C/O John W.Nielsen PARCEL I.D.# 040-1078-20-000,ID#19.28.300 A.C.E.Soil&Site Evaluations REPORT MEMO Soil evaluation completed for plat review purposes and prior to clearing or lot monumentation. Results indicate that the soils at this location are suitable for a mound septic system. Additional soil evaluation and clarification of system location/design may be required prior to POWTS design and sanitary permit acquisition. • �e�, �/sol i sy of IID o, Sloµ: rL E/cvr �3 Banc. wk: To of 6 rebate. Asseo,,Ld a lei _ /ca.X . yar PLOT 1(OD 4 149180 S.F i • � � � 3.42 Ac. �a. ,O' Kmus rE�Ne DIE &W A5E1 1r ( E r RW i LOT `8 o 125567 S) l \2.88 �fc. •'� �ea Lo 1 \ 109895 S. � .52 A , a / LOT � r 147698 S.F. I •t�� I f f 3.39 Ac.