Loading...
HomeMy WebLinkAbout032-2172-01-000 r 1448 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85,Wis.Adm.Code Steers Soil Service Inc. 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 arrow,and 1 dit Parcel I.D.Q 32— j ?--- P/ease print all inforn atiori E C E V ED a 1 nding Da R ewed B r Dat Personal information you provide may.-used fr ...nd4 purposes(Privacy Law,s.15.04(1)(m)). /t( ).••)\..' I /01- Property Owner � —Are . cf JUL 1 6 12rgillty Lo tion •• --n , nc. • Govt,Lot a NE 1/4 SW1/4 S 18 T 30 N R 14 W Property Owner's Mailing Address ' ("' �' ,14, / lock# Subd.Name or CSM# 8929 Aztec Dr. 1 -�'i�Jl(� `�F r�,.,.,a ---6—°-1"`°" na St.Croix National Southern Estates City State Zip Code Phone Number _1 City J Village t Town Nearest Road /53 r'( GO, Eden Prairie 1 MN ' 553471 952-934-6238 Somerset 1 W33 y G d--V New Construction Use: e Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD j Replacement j Public or commercial-Describe: Parent material Knolls of pitted outwash Flood plain elevation,if applicable na General comments and recommendations: Conventional system,system elevation 95.38ft.Trenches spaced and depth to code 4.67ft below grade. Boring# J Boring I , J Pit Ground Surface elev. 100.05 ft. Depth to limiting factor 100 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 0-12 lOur3/2 none sil 2msbk mfr gw 1vf .6 .8 2 12-41 10yr4/4 none sicl 2msbk mfr gw na .4 .6 3 41-68 7.5yr4/4 none cos— osg ml gw na .7 1.6 4 68-100 7.5yr4/6 none ms / osg ml na na .7 1.6 2 Boring# J Boring Pit Ground Surface elev. 100.05 ft. Depth to limiting factor 100 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 lOur3/2 none sil 2msbk mfr cs if .6 .8 2 6-27 10yr4/4 none sicl 2msbk mfr gw na .4 .6 3 27-4 7.5yr4/4 none sI/Is 2msbk mfr cs na .6 1.0 4 (4;71-00 7.5yr4/6 none cos osg ml na na .7 1.6 ' *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) C nature: CST Number David J.Steel e�„,-) 248956 Address Steel's Soil Service Inc. Date Evaluation Conducted Telephone Number 9q'l :9- vLc,./d .rl5443 , 7/14/2004 715-4ogtf-55V L . Property Owner Residential Development,Inc. Parcel ID# Pending Page 2 of 3 3 Boring# J Boring I' Pit Ground Surface elev. 96.55 ft. Depth to limiting factor 100 in. Soil Application Rate I 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 lOur3/2 none sil 2msbk mfr cs 1vf .6 .8 2 9-42 10yr4/4 none sicl 2msbk mfr cs na .4 .6 3 42-76 7.5yr4/4 none cos osg ml gw na .7 1.6 4 76-100 7.5yr4/6 none ms osg ml na na .7 1.6 Boring# __I 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# _..i 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 *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 need material in an alternate format,please contact the department at 608-266-3151 or TTY 608-264-8777. • Page 3 of 3 STEEL'S SOIL SERVICE INC. David J. Steel 994 200th St. CST-POWTSM Residential Development, Inc. Baldwin, WI 54002 Lic. #248956 N E 1/4,SW1/4,S18,T30N,R1R1W Bus.(715) 684-5680 Town of Somerset,St.Croix Co. Fax.(715) 684-3449 St. Croix National Southern Estates, Lot 1 This soil evaluation was conducted to satisfy a zoning requirement,it may or may not be suitable for your use. The location of this test may or may not be as shown,as permanent lot lines were not established at the time the soil test was conducted. Legend 1"=40' • =Benchmark Ele. 100.00Ft Top of 3/4"pvc pipe •=Alt Benchmark Ele.99.50Ft Top of 3/4"pvc pipe ❑ =Borings Boring Elevations Bl = 100.05Ft 1 B2= 100.05Ft B3=96.55Ft B4=OO.00Ft the o` � p6` +' / lo 'vv 1' (o e/ q4. 11195;1--tc_______„71 e,,, • ` 1 I k ' '\ .4,..) .:'-'1-.*:,. ?.. '1V1?- -, '-'-'-`!•,-/ . 1-.\\\! ..\\\Aks i /// \\ ‘ % \ -----1. „olio'-':::-;;;:::-...'-„,;,•:.--"- '--' --... (7 /• .-.1"-4.-1-:ai-ki.,-:-.. -.:-1,, i i k \ : -:,,--- • • --.,:.-,i-,.•• -. '41 /\lir .1-111*1.\--‘A .-.- , '1 f (1) ...„, i a.;,st\N.\,d.k ,k:‘,, . ' %'\-\\.\\..,c,', • - \ . i , ,3,- v. ' -,- -',), • ‘ ,A. - , k..,. . , , 1 0 , N.\\\.AN \ 1 I i , .,„;.......• ...._,„,„ ,/ , /... . ,,,,,,,„ f i ' A 7.4 1 Uli / ' •.. f i6 ..,. ..;,..,,,,,, ,,,v ,„ \ 1 1. i ,, ' ,,...,,,74 3.0:0t: ..x.:1:- 4,41 -::,k\1-',:'-,,,'l,\ re: r 4// '\\\\- \1‘, 4°, -41\\\' \‘c\' / \L. / \ \V 1 i lit% v4t..\- \ - A • A. ' ' '' 14 b't' • 4. • - \ ' , •0• , ,.. .:. . 1 '1/4"4t ''-'- ''''',',...-:.- '•. kV' ''''11; -- \\ i 1..... \ •+. 1,‘I -A \. . \ . IL 1 /7/ '''', \ \ \\7,,. •,,,:,.s. --**E,\ , - ,,, ixv,, Ns-----... .t.: .,-.;\ i,. •. -.' 1 i I s 1 1 C i I 1 ip :7 \ '\\,,,„\\\,„, \\, ,,,,,,.. ,,,,„,„ '14.- '- .---* ',\:\. . \"•.:'-. .i" '-\''\ ) \ , , .• / \ ' ‘ . , ,". I 1 II • . „ , , ii. ,\ . i '1 ‘ X \ i . • . - 4 \ 1 . I 11 I \ j _ Otti ..1 ■ • , :—2 1 ‘ 4\ i t li fl, 41, IA ''' 1‘,.. . \ * f• • - ' i •' G• : 0 .,,N,\s\-Ilk,,,44- .1'* 4 oi , -: f .., stip , 1 la-4..,!1 -- PL. * ; i .'t,', \\"<„ 7,;': .4111** ‘4\16% •ed 61/"So* Iv kV2.' ;-' —.' 44— 1 ‘A. \ f ' ' : -‘.'- '. :‘: - ; :,1' :-. - - se it, %• ik -- , 7.. ,,, 3,,...., .0., i i 4, • I! \'', V i 4• 2.0 • 5' ,,, 1 * - d it,A sik , 4 % • - ,_...,..:‘,. , -: t, r V --I Vet- '\,--\''AL\ ". \it \ , , , , , 2 . ',. /1 114' e),■'i \'-.A;.' :, ..--,/ x I . N 1 4 \ Ilk- -:-, '.:'''',.:H::::-'-'1,. '`ir -/-*///t; ----/..12.; •- iir ,Tiit.-40 440 ,,V i iv it . . ...- \ \ *srir. .:,1 .„ //4r," ' . -,......% .. ‹.....\ .. -,,,;., Ar ... . • 8•A L. A :.......2.1.. • re- ., i ;if cli , co .• 1 t .. - . . - — i \ \ • 0 ,..,- ‘,y . w•Filo la/ / 1 0 ‘4./t i i , / It Aoh: , // .„--,/ 9", --,.., A or #415` 6,....8_u• , Nil s' -- Et . 1,4: ...•- .........., lik,„ ..* •>"'`'. ‘,5 4 iiii`;;'/--- •' . - \.1111 .. 41;) /41 s 4 i' g* I..'nr -.- ..-110.4A,' '• .. .. au Oki.` A '' • ' A# _,,-''''' .....• Alliki„,45fir,0 ,,,,, ' lor 7 I, *,„r''.7 .- ---./- ••-'S...-;---- ' 1 I P' ,Tag- .- , -' :'...--- ia.,''' # IIV '. • .,,;44:,, ' 1 %Ifto,.'' _ . liglia&,-"-.-'' , , •.' ::' --. . , - 1 i '04,...4-0 ,,,...-7,,,_,._;144kr... ----,- ii•kii-‘. -,1,'.. ,.. , -,I. .,.. ...0 ,005,47/: ..,.- , ,:- , - '' \ ,•-- :';', -,•,- ' : -- >//1----„ liri'---.----- -----1-'-"I-re- 1 L , „...,,e'.--;;''";;0.•;,„,"%,:;iidi'ili,___.,..._;:::-'.- . . -,\14,v:.-S\":"1., \ tti'., ' ' ';:k.%",),N:-... A, --„.44 I' • 1 \ OP /7/ ''0. 6"iw..— '—"nr,400.4mo. .--'• •..',Ci . \*1\k\' '.Ali--'‘i.1 IV. ,.:,\AV. N.,, -",:, I,, :1: ‘ ..\. \:::1 :NA,.,- .c, ,:. .. \ ,, 9Iii :,V. . . - •• "''- '•' f , / - . ., - ---,it - ,,-..\.-..v.I. \\. ., ' .\\,,,,..it ,r„.-..;--1 -, 1 ':414 t': • ' "':' ' iNik -•.'t --' -1,t.-,.-\-,,,,' - ,.\i\ k..k' N'. It.: ' . .,' \t '1 Y.-1, .1::..-.:... 1 t k k. 47-.,-.w.N.-,‘. . - ‘-11 :.„--t; --,\ -..:,:_ .\ .,:hi\,\+,:‘ -,X, . • . -./.- p (1, , k \ \,( ',.‘,,NA•iL.VN, ,,‘ .... ,- -., ., • ‘ .,‘, , ,„".......A k .., \ x.i, , . ,, " i -..1. %. . A 'X/ .VN.N....9 'Iv.e . „