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HomeMy WebLinkAbout032-2056-20-100 (2) L, (/tt', ( r 1073 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85,Wis.Adm.Code I V �� Tom Schmitt County Attach complete site plan on paper not less than 8%Z x 11 inches in size. Plan must St.Croix include,but not limited to:vertical and horizontal direction and Parcel I.D. percent slope,scale or dimemsions,north a .i . . d'•t- --to nearest road. - /�6 • I ' ^t,_ i , _ part of Please print - 11� ation. Personal information Eta- � Dat you Provide may be ,4 Atli.i Pr iv- Y Law,s t,,i-(t)(m))• i 2� f Property Owner IF -fir..arty Location Johnson, Michael All 2 7 0o • na NW 1/4 SE 1/4 S 16 T 30 N R 19 W Property Owner's Mailing Address 21107 -L. ' Block# Subd.Name or CSM# (-91 130 Cty. Rd.E �, 5�} OtX 2 naq �/'i City State 'p C /K� ti -ity . Village Town Nearest Road Saint Joseph 1 WI � 8��> 715-54964�\ Somerset 155Th Ave 7 Q i ,c, itli New Construction Use: Ill Residential •- : .edrooms 3 Code derived design flow rate 450 GPD Replacement A Public or commercial-Describe: Parent material Pitted glac' I drift Flood plain elevation,if applicable na General comments C k C � " q OW1/(1/1/7 -CM6 and recommendations: Area is suitable for a conventional Tystem /a 0.5 g /sgft rating. Possible system elevation for Area I is step trenches 95.90(high)94.90(low).S tern on a 10%slope. 1 Boring# A Boring il Pit Ground Surface elev. 99.42 ft. Depth to limiting factor >96 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 '1 0-9 10yr4/3 none I 2mgr mfr cs 2f .5 .8 2 9-21 7.5yr4/6 none sl 2msbk mfr gw 1f .5 .9 3 21-45 7.5yr4/3 none sl 2msbk mvfr gw ------ .5 .9 4 45-96 7.5yr4/4 none sl 2msbk mvfr --- ------ .5 .9 2 Boring# Boring ig Pit Ground Surface elev. 100.30 ft. Depth to limiting factor >96 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz,Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-9 10yr3/3 none I 2fsbk mvfr cs 2f .5 .8 2 9-21 7.5yr4/6 none scl 2msbk mfr gw if .4 .6 3 21-44 7.5yr4/3 none sl 2msbk mvfr gw .5 .9 4 44-96 7.5yr4/4 none sl 2msbk mfr -- ---- .5 .9 *Effluent#1 =BOD 5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5 an <30 mg/L and TSS<30 mg/L — — CST Name(Please Print) Signature: CST Number Thomas J.Schmitt ,-----/ 227429 Address Tom Schmitt Date Evaluation Conducted Telephone Number 586 Valley View Trail,Somerset,WI 54025 8/22/01 715-549-6651 Property Owner Johnson, Michael Parcel ID# part of: Page 2 of 3 3 Boring# j Boring A Pit Ground Surface elev. 96.82 ft. Depth to limiting factor >94 in. Soil Application Rate I Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsett Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-16 10yr3/3 none I 2mgr mvfr cs If .5 .8 2 16-28 10yr5/4 none I 2msbk mfr gw ----- .5 .8 3 28-53 7.5yr4/6 none sl 2msbk mvfr gw ----- .5 .9 4 53-94 7.5yr4/4 none sl 2msbk mfr ---- ----- .5 .9 Boring# Boring A Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 - Boring# Boring L',j Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 *Effluent#1=BOD5>30<220 mg/L and TSS>30<150 mg/I_ *Effluent#2=BOD5<30 mg/L 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 nAAi1 motAr:al;n on oltarnotA fnrmot nloac.nnnt ,.f fhA ilAnortmAnt of AAR_7ff_11 51 nr TTV 411R_IAA_R777 Joko$cv. {44eudbi,...1, La 71'PZ p'r _Z fi Qm 4 © ' a "f p%°4° .-Z, / 1d ' /¢/ iep-/ 61° oc d 1'iovc JQ,yoo e G 97,a?6' Aoin, L71- /,Try k 201 I 9 V/ 14 . 7/ //LP/ g r tea MI /0 =7 (,P q6 a ' d00 M. q \ V \ \ \ Near ;3 ■ It* 4 Ti's- re/00o' war Grays A 41i,g!/ \ lc.0 ZOniY,y /'equirco-ners7`. 544A74.17 was /701` I r. q0'° co v4 7C-c1, A>` 47es a,re a/op o,r,:7,a.44 AA T,s •lay or /Play McA Le /h "-he des Iry d/o/ace ` OM 1�""' / 1 r7ela74,'o,,.S hop ?Lo "/4ca,uer-� 61'' lie /akse (a3(or Rcor 13r.cw.Jluy tor; 7cIi4a/ Johns 1-sirot4w0,1 6y; ama.) n 5-4 47,7,174 /3© Goy Rv �, cSTpi ?,?754,9 • /44,/1ok/ bJ X, Syo e.Z 674 mg/ e,,.) 7`6,/./ To /So e/S..¢.1; a.7, s 'cvr 4.o ,J o I1 asct-� /114.0-d/6�S C 7/5 ) J 7 9-60 4 S-/ J'V4✓1 S g. SA 7`1 iv gm 1-1 �" ►.- /. .A�.-- 6..oh s It a r 5b ert-e}" 8- a.2-0/ 1074 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85,Wis.Adm.Code Tom Schmitt Attach complete site plan on County pl pl paper not less than 8%:x 11 inches in size. Plan must St.Croix include,but not limited to:vertical and horizontal refe r r:..- ••' (BM),direction and percent slope,scale or dimensions,not a roc 1 • ` ..•istance to nearest road. Parcel I.D. l'.1---"'"20 part of: Q =2-0— Please pri , I • a iOn.:,/J- R ue B L ,D,ate Personal information you provide : •> • secor pa�ses(Prki .',..15.04(1)(m)). lj' �t/1l�" Ip 21// /C�O Property Owner cam/ Sf j d r->(-roperty Location Johnson, Michael A/ir ��[•ovt.Lot na NE 1/4 SW 1/4 5 16 T 30 N R 19 W Property Owner's Mailing Addres .- ST 4 7 ?QO' t [of# Block# Subd.Name or CSM# 130 Cty. Rd. E 1X na Johnson Meadows 1�� s City St -1 C -N1 umber City j Village tel Town Nearest Road Saint Joseph I WI I 715 p-9 Somerset I 155Th Ave el Use: / New Construction 1 Resi ' 1 9Nu b- •edrooms 3 Code derived design flow rate 450 GPD Replacement ;;J Public or commercial-Describe: Parent material Pitted glacial drift plain elevation,if applicable na I 1 General comments and recommendations: Area is suitable f r a mound system ystem elevation to based off of contour line established at 99.57'. System area is a 19%slope. 1 Boring# IA Boring , hel Pit Ground Surface elev. 100.32 ft. Depth to limiting factor 26 in. Soil Application Rate J Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-9 10yr4/3 none I 2mgr mvfr cw 2f .5 .8 2 9-26 _l5yr4/6 none sl 2fsbk mfr gw 1f .5 .9 1 26-40 7.5yr4/4 o25y5r6/3/8 sl 2msbk mfr gw ----- .5 .9 - 4 40-67 7.5yr4/3 rn 5dy 6/2/8 fsl 2msbk mfr --- ---- .5 .9 2 Boring# Boring id Pit Ground Surface elev. 99.57 ft. Depth to limiting factor 30 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots Mir in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-10 10yr3/3 none I 2mgr mvfr cw 2f .5 .8 - 2, 112-10.— 7.5yr4/6 none sl 2msbk mfr gw -- .5 .9 3 30-54 7.5yr4/6 c2,5 6 /8 2 sl lmsbk mfr gw ------ .5 .9 4 54-72 7.5yr4/3 m3 5. .6/8 2 sl Oma mfi ---- -- .3 .5 *Effluent#1=BOD5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOO5<30 mg/L and TSS<30 mg/L CST Name(Please Print) Signature:_=��-o�-�o 'i/��� CST Number Thomas J. Schmitt / 227429 Address Tom Schmitt Date Evaluation Conducted Telephone Number 586 Valley View Trail,Somerset,WI 54025 8/23/01 715-549-6651 Property Owner Johnson, Michael Parcel ID# Part of: Page 2 of 3 3 Boring# Boring ki Pit Ground Surface elev. 93.77 ft. Depth to limiting factor 27 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 1 0-15 10yr4/3 none I 2mgr mvfr cw 2f .5 .8 2 15-27 10yr5/3 none sil 2fsbk mfr gw If .5 .8 3 27-42 10yr4/6 c 2 /8 8 sil 2msbk mfr gw ----- .5 .8 4 42-68 10yr4/4 map 10yr5/8 10yr6/2 sil 2msbk mfr — ------ 5 .8 Boring# A Boring A Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 Boring# i Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft4 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 *Effluent#1=BOD5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BODS<30 mg/L 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 .i d mafAria1 in an altArnatA 4'nrmat n1AacA rnntart AA AAnartmAnt at AAR-7FA_11 Q 1 nr TTV AAR-14A_R'7'7'7 ■ 7 .,Ohn5ai Pleadog5 4o f_2 Cit 9e a�3 Pi 8m: 49 a .2 PvG latr, z--z, Aso,col ,4/1 8y`7= 4_ ' 02 ` / c t(. /02,01 i4 con , v /-2 G,, L, 99,S-7/ 4 1.6,16- 6� ‘17 icP °Id a ( l cps Q2141 It) ' citi 1/ ' ( ( t v 5IPP ?Ica, . tto ,/6/ , ray 4 / 5 Gild /6°`° 4' p,,3°` 7?ns reeor>- Gras c c ,e 74 -4/13// 4, Zersihy refer,.,er.• i. Vet kali was /2d 74' Gen,-7,0 f 4e/ /t /hef ar-Q ctiope.a ,..ci . Th,.' "wet./ o w Hof 62 %h fhe 045•i^ f/arse di re/al/0-.3'4,p c p/ace.+z f o A-4e se,# Ems-41,1 4r,' /4",,G4 a e/ So%nso, IVnt,,.,/II,y by: 7h-en ,as Z Sc-h-,,,,'I/ /36 c,�y ,�d. E csr' aa 7 Ya9 ,<61. /h , 6),7, -1/ .? 57ed l4//ey l✓e,,)7;-‘,"/ _ e',s-175 6,J,Z s3/6.7s- JO tt rt 4a'+,. !/7'lea.dcr.0 3 Lo, 3 (7?r) c79— GGS/ i'V�/ S e.J I, 5/ 73011 ,2/?id _�/ _ r►s 4 r T so.,.4-ers'-Q1D 8-- "93- 0/ 4 1075 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85,Wis.Adm.Code Tom Schmitt Attach complete site plan on paper not less than 8'/2 x 11 inches in size. Plan must County include,but not limited to:vertical and horizontal reference point(BM),direction and S.Croix percent slope,scale or dimemsions,north a . ,.- : .distance to nearest road. Parcel I.D. 0�2--SA. ,0—,0-/ :o Please pri' -IM F\/ 1.1 \ T '�', � ,i Reviewed By Date/ ! 1 Personal information you provide - k4slaa fior se9 dary,4oses(Pvi ,s.15.04(1)(m)). I //a ij Property Owner �r//1IJJLECUVE11 Property Location Johnson,Michael 1c7,i ;[, Govt.Lot na NE 1/4 SW 1/4 S 16 T 30 N R 19 W Property Owner's Mailing Addre$s_1 ' . 2 7 _ Lot# Block# Subd.Name or CSM# 130 Cty. Rd. E 't --'s ST CX2U°1 �� � na Johnson Meadows City a s. ip Number ti` City Village Town Nearest Road Saint Joseph V ,,,,,,Is-"v 82 � G� 64 Somerset 155Th Ave ilk New Construction Use j Re 1'140_4! m edrooms 3 Code derived design flow rate 450 GPD IA Replacement _a Public or commercial-Describe: Parent material Pitted glacial drift Flood plain elevation,if applicable na General comments and recommendations: Area is suitabl r a mound system. ystem elevation to be based off of contour line established at 97.98'. Syste area is on a 7%sI . 1 Boring# 7 Boring it Pit Ground Surface elev. 98.51 ft. Depth to limiting factor 21 in. Soil Application Rate ' Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sit *Eff#1 *Eff#2 1 0-9 10yr4/3 none sI 2mgr mfr gw If .5 .9 2 9-21 10 r none sl 2msbk mfr gw --- .5 .9 3 21-30 10yr5/4 021015/8 sI 2fsbk mfr gw ------ .5 .9 4 30-67 10yr4/6 m2 0yr6/1/s sicl 2msbk mfr ---- ---- .4 .6 2 Boring# Boring Pit Ground Surface elev. 98.51. ft. Depth to limiting factor 30 in. Soil Application Rate ' Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-10 10yr4/3 none sl 2mgr mfr gw If .5 .9 2 10-30 1 r5f3— none sl 2msbk mfr gw 1f .5 .9 3 -48 10yr4/6 c2d5yr6/2 8 sl 2msbk mfr gw .5 .9 4 48-72 7.5yr4/4 m2p51 /2/8 sl 2msbk mfr ---- ----- .5 .9 *Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5<30 mg/L and TSS<30 mg/L CST Name(Please Print) Signature: CST Number Thomas J. Schmitt �� �� 227429 Address Tom Schmitt Date Evaluation Conducted Telephone Number 586 Valley View Trail,Somerset,WI 54025 8/23/01 715-549-6651 t Property Owner Johnson, Michael Parcel ID# part of: Page 2 of 3 3 Boring# j Boring iti Pit Ground Surface elev. 96.05 ft. Depth to limiting factor 26 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-10 10yr4/3 none sl 2mgr mfr gw If .5 .9 2 10-26 10yr5/3 none sl 2mfsbk mfr gw .5 .9 3 26-50 7.5yr4/6 old 1/8 SI 2fsbk mfr gw ------ .5 .9 4 50-72 10yr5/6 m3p 8 10yr6/1 sici 2msbk mfr ---- ------ .4 .6 6/1 Boring# Boring ZA Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 Boring# .. Boring J Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate I Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ,GPD/ft' in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 • *Effluent#1=BOD5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5<30 mg/L 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 naaA mato.rial in on o11-4.mata fnrmat nla.acP rnntont tho Aanort rant of(.119_7!.!._11 i 1 nr Tl'V l.AQ_744_2717 To 14).56, eada1•os L f- 7 e 30 C3 13/v1 f p of .2"P t pet& 67._ /LSD 6Z) 0.Pd 'pr/L piza G=am Ara./y ' � - L,'NE- EL . 9?, fB ' -cfo Ram ' ys-' Ic'y, , •� a — ?IX) , tA71 9?/- - — i)rbprz5eS gocal 770`1 This ref crf- was doe 'o/ 44./41/ a. 2oh.k9 reyu%..PA+z614,f 5�u,Lil� worms 4207"- eery , 47 % , ct/210 i TLiis "ha,/ or �a' yo-f ke >k f/se dey.-ed p/c.e di re/ io-iSh,)° p h e e..-, /4411,5-e_ ,Dr ..-)A1 -c -;/ ehae / prt�.a,k 6 y i' 777 61,0.5 ri Savw,i'TP /30 c go/, CS rri a 2?9 1.44/4- , jd ,L SYd B? $W L///QV 1/,'e- T.-0.;/ _ 11.7, S74,ir J e s (2/c) SW —6 65"/ 4/677,- S A/ Sl, 7-3o/v/e/9&/ `7�rs ..,p 67 Ste.err.4.0 i / 1076 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85,Wis.Adm.Code Tom Schmitt Attach complete site plan on paper not less than 8%x 11 inches in size. Plan must County St.Croix include,but not limited to:vertical and horizontal reference point(BM),direction and percent slope,scale or dimemsions,north a • - • or 1r distance to nearest road. Parcel I.D. C)2 P fns- _,,:),_,O 1 OO Please pri - U • :t Oir�.;,/7 Reviewed By {Date Personal information you provide . :, pu�Qses(Privacy .15.04(1)(m)). Property Owner / �CCEIVE if 'L ,Property Location Johnson, Michael c� j�� ._..-Govt.Lot na NE 1/4 SW 1/4 S 16 T 30 N R 19 W Property Owner's Mailing Addre _ ' 7 liot# Block# Subd.Name or CSM# 130 Cty. Rd.E 1! ST ► 2QQ� `- 1 ')/ na Johnson Meadows City St-td),.11p Cumber City ,,,'' Village el Town Nearest Road Saint Joseph 1 WI ' 2 1 Preig9 ;• Somerset I 155Th Ave c / id New Construction Use: Resi• ,i'a 194 7 •edrooms 3 Code derived design flow rate 450 GPD id Replacement A Public or commercial-Describe: Parent material Glacial Till - \ Flood plain elevation,if applicable na General comments . 1 and recommendations: Area is suitable f a mound syste System elevation to be based on contour line established at 95.20'. System area is n a 12%slope. 1 Boring# A Boring 11e Pit Ground Surface elev. 97.2 ft. Depth to limiting factor 24 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu,Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-8 10yr3/3 none Is 2fsbk mfr cw 2m .7 1.2 2 8-18 10yr4/3 none Is 2fsbk mfr gw 2f .7 1.2 3 18-24 10yr5/3 none sI 2msbk mfr gw If .5 .9 4 24-56 7.5yr4/4 c2.5 r6/8 2 si 2msbk mfr gw ------ .5 .9 5 56-90 7.5yr4/6 02,5 g /2 sI 2msbk mfr ---- .5 .9 2 Boring# Boring liel Pit Ground Surface elev. 97.2 ft. Depth to limiting factor 21 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-10 10yr3/4 none I 2fsbk mfr gw 2f .5 .8 2 10-21 10yr5/,4___ none sl 2fsbk mfr gw if .5 .9 2d 5yr6/2 3 21-32 7.5yr4/6 c 10yr5/6 scl 2msbk mfr ci ---- 4 .6 m2d 7.5 5/8 4 38-60 10yr5/4 10yr6/1 scl 2msbk mfr ---- ---- 4 .6 I *Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 mg/L "Effluent#2=BOD5<30 mg/L and TSS<30 mg/L CST Name(Please Print) Signature: CST Number Thomas J. Schmitt 227429 Address Tom Schmitt Date Evaluation Conducted Telephone Number 586 Valley View Trail,Somerset,WI 54025 8/24/01 715-549-6651 r Property Owner Johnson,Michael Parcel ID# Part of: Page 2 of 3 3 Boring# Boring ii Pit Ground Surface elev. 91.27 ft. Depth to limiting factor 31 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-21 10yr3/3 none Is 1 msbk mfr es 2f .7 1.2 2 21-31 10yr4/4 none sl 2msbk mfr gw If .5 .9 m2d 10yr6/3 3 31-48 10yr4/4 10yr5/6 sl 2msbk mfr ci ---- .5 .9 4 48-71 7.5yr4/6 ` 5yr 5/8 /2 sicl 3msbk mfr --- ------ .4 .6 4 Boring# 0.j. Boring im Pit Ground Surface elev. 104.20 ft. Depth to limiting factor 16 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-7 10yr4/3 none I 2fsbk mfr Cw 2f .5 .8 2 7-16 10yr5/3 none sl 2msbk mfr gw 1f .5 .9 3 16-38 7.5yr4/4 m25yr6/25/6 sl 2msbk mfr gw .5 .9 map 10yr5/6 4 38-53 10yr4/6 5yr6/2 sl 2msbk mfr --- ------ 5 .9 Boring Boring 9 °I Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 *Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5<30 mg/L 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 no...4 matariol in on oltarnato ffnrmat nlaaco nnntont tho Annartmant at ll1R_71.f._1 1 G1 nr TTV AAS1_76A_2777 2-1314,1,56pb v4 s Lafs' Par 3o f3 • Pi vf B m., ---t, �., ..r- Lim:- e L , co'�a2 \ \ s, _ " \ f$ \ \ \ Qy al' \:.P - /p9 \ v �� /3i 0) \ \ "c ; \ /a°'\ '' \ f, J G4/ \ \ 1 <'` G \ TA s '0_ 5,-,i L. La-f' fin, .* 77i,3 rePr-►- i..,,Us do e iv .1/0; / a 2c7ii r-ep,; M-te4- . Vat k 1 64 Ls not Ccr.,p 4 led/ 4 74 /d.,es a.i^e oriolvrex/os..af-olo1, 74J y e-Y rno_y r1 of 4 F ,n +I,.Q des,) ccl p lace ,1, re 4.0%1 , s 4,0 V /2�RCe.•..o,.t a •r't• /Art,SQ . brc,. i Au, far; /1/tZC,aal T a nsa-L. ' Dra, i'i 6y. 7 ate) 1 . C.,41r1/41 1Yc 6(7 2d• L= es.ri.1 .^7.2N429 /14, Ark i wZ s3/6b.2 V v�hay U, ,,'1 5c,ey,.7L, „iz s o.2r T kwsen ".......4„,s us" '7<.r )5-9/9-‘al We l Spy g/ QrJoN/e/9C/ _� /, �-tr X..7,.644;0 4-7` S . ' g- ay—off r 1077 Wisconsin Department of Commerce SOIL EVALUATION REPORT 4 Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85,Wis.Adm.Code Tom Schmitt Attach complete site plan on County p paper not less than 8%:x 11 inches in size. Plan must St.Croix include,but not limited to:vertical and horizontal reference point(BM),direction and percent slope,scale ordimemsions,north a -;•ti:,••distance to nearest road. Parcel I.DO3 L p a b—jo'Jli Please prim • = • • , T Reviewed By art Da y Personal information you provide may, ^,• secondary pu (Pnva1 .15.04(1)(m)). I 2 a // Property Owner r 1P.FIVE° ';`_.) roperty Location // Johnson, Michael *\-- vt.Lot na NE 1/4 SW 1/4 S 16 T 30 N R 19 W Property Owner's Mailing Addres- --1 AUG 2 i of# ,�a Nook# ' 'ubd.Name or CSM# 130 Cty. Rd. E _..\1 ST 7 (001 i off` a�, Johnson Meadows �o1x 1, 1 City St- e • Ccide rtorllumber --.,/ City Village Town Nearest Road Saint Joseph WI fir::2 1 M��fi -• 6. Somerset 155Th Ave ill New Construction Use: Resi••,• la /911- •: i4f• drooms 3 Code derived design flow rate 450 GPD Replacement -A Public or co - is -Describe: Parent material Pitted glacial drift Flood plain elevation,if applicable na General comments and recommendations: Area is suitable f mound system. stem elevation to be based on contour line established at 99.56'. System area is a 13%slope. 1 Boring# 'R`/ Boring el Pit Ground Surface elev. 99.19 ft. Depth to limiting factor 18 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-6 10yr4/3 none I 2mgr mfr cs 2m .5 .8 2 6-18 10yr5/3 none I 2fsbk mfr gw If .5 .8 7.5yr4/6 .10yr6/1 scl 2msbk mfr gw .4 .6 4 32-47 10yr5/6 m1p'Syr5/8 sd 2msbk mfr gw ---- .4 .6 5 47-60 10yr5/3 m3j0.y15/8 sid 2msbk mfr ---- ------ .4 .6 2 Boring# Boring irl Pit Ground Surface elev. 99.00 ft. Depth to limiting factor 16 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 _ 1 0-4 10yr4/3 none sl 2mgr mfr gw 2m .5 .8 2 4-16 10yr5/3 none sic 2fsbk mfr gw 1f .5 .8 ..--r c2d 5yr6/2 3 18-32 7.5yr4/6 10yt.5/6 scl 2msbk mfr gw ------ .4 .6 4 30-61 7.5yr4/4 m10yr5/8/2 scl 1 msbk mfr --- ------ .2 .3 *Effluent#1 =BODS>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD 5<30 mg/L and TSS<30 mg/L CST Name(Please Print) Signature: _/ CST Number Thomas J. Schmitt , •-•� 227429 Address Tom Schmitt Date Evaluation Conducted Telephone Number 586 Valley View Trail,Somerset,WI 54025 8/24/01 715-549-6651 Property Owner Johnson, Michael Parcel ID# Part of: Page 2 of 3 3 Boring# id Boring ilA Pit Ground Surface elev. 96.16 ft. Depth to limiting factor 19 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-5 10yr4/3 none I 2fsbk mfr cw 2m .5 .8 2 5-19 10yr5/3 none I 2msbk mfr gw 1f .5 .8 3 19-45 7.5yr4/4 c 10yr5 6/2 sI 2msbk mfr gw .5 .9 4 45-55 7.5yr4/4 m 5yr6/2 10 yr5/6 sI 1 msbk mfr --- ------ .4 .6 Boring# 1 Boring j Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 Boring# Boring LA Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate 1 Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 *Effluent#1=BOD5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD 30 mg/L<5_ g/L 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 »aarl matorial in an altnrnata fnrni*t nb*gc*rnntart thA rL*nartmpnt at 6Al2-14A-11 1 nr TTV f1152-74A-8777 Totinso,,, fea adios Id- to page A f2 PI al ■ - /s , ��\ �S/i' R3 4 � 1 \ '\ C.9 -o, e`" \ 99,SZ '© gn4 Zap 04' ,71floi t ,Liu EL./c 66' ie.- / o L_ eon 1-owe. 4/Air EC , 99-S a * 7is re/947-A 4 a_s dr,.e h -.Q./4 l/ a, 2,-,.-hl rey„ •,e, , .SAkir,2.y e-,as ,2-4 74."-. carrk/o/e/ '1 X 7/”. Ma, are cefProxil-+.a-'hej T,t orrruzy nab A ,R ,iAo des,r� , /a.� ,7., c lal4,�.s i„o ,4i �ca.e--a- 714 e /,pe . isit 6re. .,i, Prir”. M cka4/ 34r,sal" bradtotNi by ; 771 ds T, Se-ti, 7 /5 0 cly ,ei Z_, es TAI 436?7eld 7 /4"4471-v 1--)-Z s'z/aa J' 53i !.4 He/ /4e.,.>Z"ru;/ JB'•ws4-,-. ea.4/ $ cQ 0 (WO s-3/9 ees'/ ,/tf1 5" S/ 7.70/YR/c4✓ ... /.6.,....,./. ✓Z,1,..---4' o s 4.,;0 6 P Sal, erg-o` g -- 42 V-o/ 1078 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85,Wis.Adm.Code Tom Schmitt County Attach complete site plan on paper not less than 8%x 11 inches in size. Plan must St.Croix include,but not limited to:vertical and horizontal reference point(BM),direction and percent slope,scale or dimemsions,north arro. = • i i• . distance to nearest road. Parcel ID.0 3,2-,70,----6, ��-®'6 d Please prin • • fork` ;/ Reviewed By part df D t Personal information you provide may.^'"7 seco �y K a r s(Privacy s.15.04(1)(m))• I I o20.U fr Property Owner REVIVEll Property Location Johnson, Michael r_n I ovt.Lot na NW 1/4 SE 1/4 6 T 3 R 19 W Property Owner's Mailing Addres Q far; 2 7 .Tot# Block# Name oe C50/1, 11 130 Cty. Rd. E Sr cu®7 na • son Meadow ow `t/ ' ri u�X 1 ��1�(,� City St-t '' • C2 t lumber / City A Village A1 Town Nearest Road Saint Joseph I WI 2 I GS•#9- 7$ Somerset I 155Th Ave lei New Construction Use: ill Res ti gVL b�l�` drooms 3 Code derived design flow rate 450 GPD 2: Replacement A Public or conihrercial-Describe: Parent material Glacial Till Flood plain elevation,if applicable na General comments and recommendations: Area is suitable for-a mound system. stem elevation to be based off of contour line established at 97.08'. System rea on a 7%slope. / 'I Boring# Boring illy Pit Ground Surface elev. 97.20 ft. Depth to limiting factor 41 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz,Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-15 10yr4/3 none sl 2mgr mfr gw 2f .5 .9 2 15-26 10yr4/4 none sl 2fsbk mfr cw 1f .5 .9 3 26-41 10yr3/3 none I 2fsbk mfr cw .5 .8 4 41-68 10yr3/4 0 rr6/1 sil 3msbk mfr gw -- .5 .8 5 68-96 7.5yr4/4 m2540 46 /1 sl 2msbk mfr --- ----- 5 .9 - 2 Boring# Boring Pit Ground Surface elev. 98.08 ft. Depth to limiting factor 16 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu.Sz.Cont.Color Gr,Sz.Sh. *Eff#1 *Eff#2 1 0-5 10yr4/3 none sl 2fsbk mfr gw if .5 .9 2 5-16 7.5yr4/4 none sl 2fsbk mfr gw ---- .5 .9 3 16-30 7.5yr4/6 r"5yr61218 sl 2msbk mfr gw ----- .5 .9 - 4 30-77 7.5yr4/4 'r'5yr5/2 8 sl 2fsbk mfr --- ----- .5 .9 *Effluent#1=BOD5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5<30 mg/L and TSS<30 mg/L CST Name(Please Print) Signature: CST Number Thomas J. Schmitt �y.:- / --- 227429 Address Tom Schmitt Date Evaluation Conducted Telephone Number 586 Valley View Trail,Somerset,WI 54025 8/23/01 715-549-6651 Property Owner Johnson, Michael Parcel ID# part of: Page 2 of 3 3 Boring# Boring I/ Pit Ground Surface elev. 96.43 ft. Depth to limiting factor 28 in. Sot Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in Munsell Qu.Sz,Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-10 10yr4/3 none I 2mgr mfr gw If .5 .8 2 10-23 10yr5/2 none si 2msbk mfr 9w .5 .9 3 23-28 10yr5/4 none sl 2msbk mfr gw .5 .9 4 28-40 7.5yr4/6 �10yr5/85/2 scl 2msbk mfr gw ---- .4 .6 5 40-72 7.5yr4/4 m 7.5yr5/2 10yr5/8 scl 2msbk mfr -- .4 .6 Boring# A Boring ,,,J Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/f2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh, *Eff#1 *Eff#2 Boring# -j Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 *Effluent#1=BOD5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD 5<30 mg/L 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 naaA matarial in an altarnata format nlaaea nnntart thE.r anarfmant at F112-1AA-1 1 S 1 nr TTV 4/12-1FA-521'7'7 ^� -10kng6►� met tw, 0f 7 pale e 30 7t3 1t °lam Road ,! I t 7" t'i/c /66,azu' citlitl) 111174 (4 . 61/4: t,)°o� pLG �L, ge�as'' i £4b- L,)r4 L-L. 97 08 ' i I l.--8 tY'�a -y SAP° i QM Love 9 7-09 r ¶ O 9.go 4,o 7-A,1 moor* dciia -4,712// A.�.,y 1.--)a-s c �o 4461/ 47- /i2 ew-e *op/1 )r/nme 77 r% may/ cr Ads et not /0-e -I-le ales,,-,ed p /0-C-02 /21 Pe hat/au t4,s jLo p/cZC2 tra ILke sYau Se, b raw►k -Ps-r; `'j1/"cti411-� .7-1;4nservi pra..a / 4',' rK as .�; �Li�,,•%� /o ay ,el, es rte, as 9.2 9 /44 /741- SVo8.2 14.//may vex r,,/ JS hnso. /44eac/oi ,, Gem / (2/c ) s r - 't s/ Q— -3--o/ 1079 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85,Wis.Adm.Code Tom Schmitt County Attach complete site plan on paper not less than 8%x 11 inches in size. Plan must St.Croix include,but not limited to:vertical and ho' - •:point(BM),direction and Parcel I.D. --c> percent slope,scale ordimemsions • + �nQyoga�'tand distance to nearest mad. 3 2- �iU la) ..--1--1-.... ( / \ part o: Pleas- . if nformatioi ,\ Reviewed By Date Personal information you• : .:used purposes(Prtvdg`r Law,s.15.04(1)(m)). I /algic2.41/Property OwnerE[I ` Property Location Johnson, Michael — 4(1 .. Govt.Lot na NW 1/4 SE 1/4 S 16 T 30 N R 19 W Property Owner's Mailing A.. _< 8 '� 1 Zoo' ,i Lot# 77 Block# Subd.Name or CSM# Va l• l /L 130 Cty. Rd. E r �^ROtX .. i �/ na 'T 3� City : e �ip�l �ione Nu erl/ jj City A Village !1 Town Nearest Road Saint Joseph i S. 082 1 91 478 Somerset 155Th Ave iti New Construction Use: 11 -: '• • . • .) •.r of bedrooms 3 Code derived design flow rate 450 GPD Replacement 21 Public or commercial-Describe: Parent material Glacial Till Flood plain elevation,if applicable na General comments and recommendations: Area suitable r a mound system. Sys'tem elevation to be based off of contour line establised at 97.67'. System are is on a 7%slope. 1 Boring# Boring Al Pit Ground Surface elev. 97.79 ft. Depth to limiting factor 22 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fts in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh, *Eff#1 *Eff#2 1 0-10 10yr3/3 none sl 2mgr mfr Cs 2f .5 .9 2 10-22 10yr5/4 none I 2msbk mfr cw If .5 .9 3 - • 7.5yr4/6 0210iOr/8 SI 1 msbk mfr gw .4 .6 4 39-63 10yr5/4 y4 2 sil 2msbk mfr --- ------ .5 .8 2 Boring# j Boring Pit Ground Surface elev. 97.79 ft. Depth to limiting factor 29 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-18 10yr3/3 none SI 2fsbk mfr gw 2f .5 .9 2 18-25 10yr4/3 none sl 2csbk mfr gw 1f .5 .9 3 25-29 10yr5/3 none sl 2fsbk mfr cw ---- .5 .9 4 29-73 10yr4/4 m35yr4/66/1 scl 2msbk mfr ---- -w-- .4 .6 *Effluent#1 =BODS>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BODS<30 mg/L and TSS<.30 mg/L CST Name(Please Print) Signature: CST Number Thomas J. Schmitt _20...,ry/ 227429 Address Tom Schmitt Date Evaluation Conducted Telephone Number 586 Valley View Trail,Somerset,WI 54025 8/22/01 715-549-6651 Property Owner Johnson, Michael Parcel ID# Part of: Page 2 of 3 3 Boring# Boring lel Pit Ground Surface elev. 96.18 ft. Depth to limiting factor 30 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-15 10yr3/3 none sl 2fsbk mfr gw 2f .5 .9 2 15-30 10yr5/3 none sl 2msbk mfr 9w If .5 .9 3 30-45 7.5yr4/6 m75 44 /6/! sl 2fsbk mfr gw .5 .9 4 45-85 7.5yr4/4 m35;r4'6/' scl 2msbk mfr ---- ----- .4 .6 Boring# Boring LA Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 Boring# • Boring • Pit Ground Surface elev. ft. Depth to limiting factor in. Sot Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fI2 in. Munsell Cu.Sz.Cont Color Gr.Sz.Sh. *Eff#1 *Eff#2 *Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD 5<30 mg/L 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 ,, r4 mats.+;.!ii,an altomat.f+mot n1>000.rnntart the.Aanartmnnt at 4/12_7!,!._41 G 1 nr ITV fAl2_7(.A_12777 , 0141/15( Xezt.d.61..1-5 &f• b' feSle 3 J Al /51_#. gm 40 o c21 puic; ,o/p e 9S-.02? Gsv r- L')✓E G. 92 C 7 / %xi 97'41 / `'k f / as l 4 19d/of / fItouO I 3"71 v I 3 // —p l I Cl (� (( ,t grh %101 y-7,o' � - ry• VA' 77 is repo- f GO a.5 done ,4) /1:// G. 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