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HomeMy WebLinkAbout020-1489-00-120 (2) `vIsco sin SOIL EVALUATION REPORT ~C' I 3 ~I 5 #2159 fk.n~ Face 1 of .1 OCpa'1Ten10` ^I'1112f^a in ,o-co'daix v:i:n co-11.11 OS :,di; Ar:r: (:ode 0) 3 14. 't v S on W Fall and eio cin„ •Dir S:eel•c E-011 50fvic, -Altacn ccn-plele slc plan or paper no! 'ess Warr •3%i x 1' irhes Irr svo Flan must Cnurry St. Croix rr: r.CC. b.rt ❑::l furred in* vertical and 1'erimntal'e'e'ence point i3W1'r. It reOtion arc he-Cerl S.ripe . SGa e or dirlcnsicns nw'n a'rzv, anc h_ation and d Sfanee 10 noa osl road. Parcel I.G. Pendiry Please print all urPormab°n R F: ~ / •7nte r r,,oo J r'.. ;anal -1-wir BImn r_.','J »;efeir ecCG"dar nuq-1--e. Pri i - . l t' i:4 ;iimii rI CCRyO•nnc' n1,e ly osaa cn Past- Keeton _ot na 5r, I' I.. NE IM SIC. T29N, R19VJ c:crrty Ov:rer'x Rdai:ng Adcress , I .r rl 2 Nan•c~ A, CS':1a 4:1:1 S. Scrond St ` Hupkins'ranie 1S' Addition (:Iq S:a:e Zm ;'.::::e i'hone V.rncer ",ity v) lage Too" Pbcarest FRead I+udson Volt 54016 715 386 021 r I Judson Scott Rd den, Conslnrctiar Js. Residential r Mumber.4 bed'oorrs 4 Codc lerreea aes cn'ov: rate CCC GPG F.ep'ar_emert i lie or conrnerua - De.scnte na paronl maleria oulvaash F cod p oin elevation, i' a7z%ah le :Ila~ General c::n•n'en's ::onventional system, sys'err e'evatinn 971 1211 Trenches spaced and depth to code 3.58ft below grade. and 'ecmmnrendahons. orr ru 1 ©orr%,r G'ound Si etev 100.33 ft Dop:n rc timitiny factor 120 _ in. So I Acpl ca: on Rase `lon<on Decih Do,-) r'an'Coot Ri Gescr ptio0 ro Sli.6:Ir:rB (:ontir3ler're bl:'6r'd.a':'~'~OU'g iPD:11' iII r•A.msoll O.r St Con'. Oo cr Gr Sz. Sn. •Fra' •~~r:~ 1 011 :Cyr3(2 none sit 2rnsbk rnfr t- Ivf .8 2 11-32 1(,'yl none sicl 21 nrh i n+1 .6 3 32-a6 S•Yr A none grcos os:g ml cs na 1.6 4 40-120 T5yi none cos 0sy ml na n,) 1.6 ry] 3cr rg # °prrq oi• (?ound surf::Ce elev. 100.311 ie:dh t:;Inn•r.; 'aca;'r .2C n ;,oil !'.pPlieaiion Rata. •leozon Dop1f Do•ninam Color Redo. Gescription -ex:uro Slruotu•c Culnaence DcLndarv toots G-C, ift' r. llunse I Co. Sz. Co•a ::a!or is Sz Sri -1 nor Eno- -1 0-t0 11 none sit 2rn5bk mfr CS lvf .6 .8 2 :0-34 11 nano mcl 2rnsbk rnfr cs na .4 .6 3 34-45 Syl none grcos osg ml CS na / 1.6 4 45-120 /.Syll none cos osy nil na na .7 L6 ' Efflucnl A' = CO:) , :!0 < 2'.![) rr'tNl and TSS '•30 150 rngil ' Effluent ft2 = QOD 30 mg:1- and -SS < 30 rror 14 1 CST 'Janie i leasr. F inn aian~ e 1 Plumber David J. Steel _ 7z8r^F AJ,1.l Ste. I ti , Dax =va uaticn Cnrcurlen Telep rro Nrrrbo' 13-=. 14',-t St. rra:; F'.idhmor,d t; •h:tr W1-'200 ''1 ~-760 O)147 j,rc:ertq ^.v;rer 3as:, <(=r-)rn Pa,irl Dfi Vending Faae 2 e{ 3 Rcr ra Ro•ing e n'1 C•n:nd st: rfaoe eli•v. 1:10.70 ; )epth to h•ngmg factor .20 in. Opp t[ation Rate b::, nr) I:eplh Coroinant Color :ed:;x Desaiptior Tc('.re Str,.cl.ne Consislence Ftmrda- Roots .n I-A.nsal Cb. Sz. Coral.lo' Car. Sz Sh. 'L'fet 'LI'f2 1 ('.-9 1OSrr3;'2 none sip 27nsok rnfr cs Ivf .b .S 9 32 1Cyr4i' n;; rle sic[ 2msbk mfr cs ..a .4 .b 32-45 5yr4r4 none grcos osy ml cc: ra 1.5 4~ 120 7'r,r~;6 none ccs osg nil ra na .7 1.6 Gorinq # doing PI ~rcurc sw la::e eev fl. Cepth to ir) ling factor r~. So I Arphra'on Ra'e I, i-o'izor Dcath Dornmart Cniur Redox Ccscf phnn texture Slructu'e Corsistenoe Sounoary R--Is C-FC'ft-' 'n `atunsc•!I flu F7 CGint --O Or la :it :in 'E7f" F Gormq 4 Go9n:{ pI rc~rd swfat:e elev ft Dep7n to limiting factor in Soil ?.ppicotion Rote `io'izon Ceclh 1,", ',.r)' i;a or Fedox Cosoription Tnxtu-e strucUre Consislerce 9:a.nda•~ Hook r MLrs(!ll QU S7 Cont. Calo• Gr. sz sh. -I 'net 'EIfx2 'EHIUei1C1-3JDJC ,_2ZC .11 a+1 ar,f ILO rrgt_ ffluertrig-BOA,'- 2"1 n'nand TP,S<3Cm;,I h;. l )CrarLiFnt oI Corvller.c b:n) e<ptod opporlU )it} ion t:i prn) WO' 111))1 icialoecr. It +01: ati l ue1i9tn)CC III ar.r;e ern v; ;,r col rijtcl::Il it jr a : c,_ I.,nr:it Ic:,: 'T. 1j, 1 11 .L•l' rtnir..n nrtA 6f•- I t f1' nrlh'-'h:-~"? STEEL'S SOIL SU'RN'I(At `F -PM\ '+.1 \ 14A F `4.s; I 1.120\',RI'r'•.\ \cv, R:dInIond, \11,101 4 489~t, an ohE IuJ•;ml. C;- ro~~ (-n. I)ircct I -;(i0-11 , I Inl~kin: l'rr,iri<- °>I Ad.I~Iion f.ot ? F:IN -1 i-.'.•I('-(I ±IT -I -.oil :•.sl i t •m :•:;:<c ,IJu:rd rn -.<tUaa a zoi I i;. qri en-:~rt, it ~i f ar ri..•. n•I `,c •1ilLihlc 1*"-cour nsr. 'IICGrf for I II -is t,-,T •wiv or irx, not he 8s Sfit n, as penndIT. V ''.rn f yes were 11001 criahlished a' Ute ',rrr tl)c soil _esr :25 001111 Icd. i i ~.CrCr1l1 ~t i e nh of 4" Inc pi Iv • \11 Rer.hrfark ICI 1110.'0 it I or of *4" -P% k: pipe ~ = 13oriI;L ~ li"rictt F:Ic% ;uion - R I 10(1.:!1 fl ion B2 1(1(i.?!) fl ~I I (1~'. G fl [14 VIN 1 a ~ I~ + 36.69' S89050'05' W 886.07' 349.38' 3 2.38 Acres es 103,493 sq. ft. of q ft. LBO = 926.0 O 8 AC. C.B.A. = 2.1 AC. 8 N N t0 n L 10 11 W_ 0 g g9~ 53 k() 8 O O dp 0 R Z N CD w ao 01 2.44 cres ~8 > 106,306 sq. ft p LBO = 926.0 a ' ~A C.B.A. = 2.0 AC. a r', sa 1 a. 2.77 Acres a 9Z 120,813 sq. ft LBO = 926.0 565.25' C.B.A. = 1.7 AC. 1d { - - - 386.T0' - - - - EDNA DRIVE \C. Hi G.C r.r n i - - - -290.65 - - - - -29 564.11' W N es F7 ? a. ft. a. !2.0 O W 3 AC. 1 7 a _ N 09 2.53 Acres k- - - -110,234 sq. ft th 557.42' DRAINAGE EASEMENT. LBO = 923.5 V scvn$►n SOI PORT 42059 L EVALUATION RE PCpa"'1'rrt(n:^--mm me s+-~-r I'+n-"_ itr~.~~ron:?_ i, A::1" rude °a~e o' 3 s~or 0, 3alety aid Rut ntn~e. Stee 's Sci So••,•ic__ ?Lnly ',.:h eomptete ste plan or paper not '.ess U'an 3';F x t' incYos in sizr.. Flan •nus; S'. Croix 6..0 bu: I Iron-ed to edlcal aad horizontal rt if r n.e pnlnt :Ria1) d rection ano t r.. nl SICpe S-a e or dil rcn,l^ns north arms;. an lo ati^,n and dlstaner. to newest load Farce LC. `y POnding, P7case print al! information. - _ Fe ~e :ea~'/.~' - - - axle I' .anal 9G'O➢JIi'1'. G'. ovy;idE may be ueE.. Y.'$P.i I _ 1",y _30's. 1'[4'11lmil 1 F: Geny 0-Ame' P' r,wty Lnn;,ti-n - Past. Kerner G n Lo• na S'';l't;t. NE1r'4. S'O. T29N- R19b°J JUN 2 1 '0- 1 -r-=n'v Cv:rcrs'Jalhnq Address I n A ,f^ B o[<',1 S.lod. Flame or CSD/F 4:)0 S Sercnd Sl ra Hopklos Pra~.rre ' SI Addition S:. RO'~ OUNTy G 1"y Swe Zi: ^.cd r~ ore I kiroaer C,ly 'Village To'.an Neare<_I Roae I +adsnn ''J•il 5 > l llldson SCOtt Ii.'1 Nc'.v Consliantr:n 'Jse' Residen:'at i Number of bedrooms 4 Code der vcd des~pr Flov rac 833 GCC Hep'acemert P.Id'te or oorimercla: - Cesc•I^e na Parent material oulwash rox plan eteeatiol f app'icable ra ff Gen .tat 09nn1 en's Conventional system. system eleva Ion re'.12R renches spaced and depth to code 3 58ft hie o grade ,rd ernmmendat ions: L t }'T i _z. S..-f 1 I Bo'ing pit l;rCCrd surface e'.ee. I OC.30 fl Depth :o 'in hog factor I K. r Sol'..,p- l~-atinr Rate: Hn•izon ae::Ih Dom.nart Color Recox description Textu•e olrueture Corsistenec Boun.ary Roots GPc fF m Munsetl C7,1 Sr Cort Color -z. SY -rl-Ct •I •ra2 1 011 IOyr3r'2 none sd )m;hk mfr cs I'A .6 .8 II-32 10Wr 4 none Sid 2msbk mtr s .,.a .4 .6 3 3i-45 5yr4i4 1101"(1 grcos osq ml cs 1"a .7 1.6 4 46-12C' /.5yr4;'6 none (1oS osg ml nA ra / 1.5 bu^~np A Bcr PC pit t',rnurd sti Ole'a. 116.3'0 ft I~ep:n to limiting factzr 120 in Sod A9pl ca'-0r Rxe HO'i20n 7erth io^1 ran: Co or Rodox Cescl phon Tex:-I'e StrdChae Conslsterce Bocrda^( Roos ~F'a~f,i ~n. 1111,1seII Qa. Sz Con:. Co or Gr. Sz. Sh. -FvV •t I:1" 010 _Oyr3,+2 none Sil 2msbk mfr cs h4 .6 .8 2 10-34 10yr4r4 none sid )msbk rffl' c; rid .4 .5 3 34 e5 Syr4;'4 none grcos 0sq nN cs na .7 1.6 4 45-126 J. Syr<i6 none ccs o~ ml nd na .7 1.6 ffl.lenl N' - ~OJ. 3G 22C m,+L anti -SE, 301' 150 mg: ' t"Len•. d'2 - BCC.' 30 rngil and TSS 301ro+- ame iP ei F i~c: S0 ST V,Imher z -c J Ste I 248956 rddw s Sml c r l :.ew,, e Cale CvaLlation Conduo M e erhone Number 'SQn ict~.SI `t.,;., c-ril T,c v,Jl`401+ i!:11i2Ct::"'S-?30-CC?41" I' r,h?-t,: i:.%ier BAST, Kerr lnrl ~ar.:el II; Y, pending Pagr: 2 n` 3 P"•rng Horny N r 1Q0-; 9 II I:eI>th !o '.rn Irrc1 faian• I f d ~ ourtl curia°o o'nv. li In Sn, l A: GI ra' er Rae -b•imr :)e-1h Done. rant Comr Redox 1:escr pllnl texture Structure Ccrsirence Boon-ay Roots GPC ft' r. Mursell Qu. Sz Co-ii mo or Gr. Sz. S'I. 'Fffu' I 'E^s_ 1 0-9 1O,g.i,2 none sit 2rnsLk rifr cs 1•e' .G .8 2 9 32 10yr4•r4 none ti d 2nisLk mfl Cs ra .,I c. 3 32 45 5y-4J4 none g-cos Osq nil cs ra .7 1.S 15 12C 7.5yr4;fi none COS osy ml na na .7 1.v Bo•inq s Borin, P I (,-mnd surface o1co, ft. Dept to lilnnng fatter in. Soil .Apphcatron Rale In ro, -)o-n ran: Color Redox Cescnpucn texture Slruc:.re Consrslerce. Pr:urdarp Rccls CPDIf" r Irlr.rsell Qu. Sz. Conn. Glo• Gr. Sz Sh. •F•IttI fw B:a ra P011p' A Ground surface elee• 11 Declh to I mlbrP'actor r - It Sn6 Ap::hrah::r Hate Hor zon Cepth Ct:nunanl Cc:lo- Redox Descripi or 'exiure Sruclure Consistence Boundary Roos G-D;ft' In Mu•isell Cu Sz. Corl Color G'. Sz. Sh. 'F-M, i ann T11 'n' +L ' Cffl . 4_ irL and mq: 'I'hr I),.n:,rllnrnl of "Ill.rni I, t opl:nr-milt .CII r.: III0 t ACT :rrl ca:plrn CT. II mi nc,d ISCii%, to a;u>~ r,_•, I, I'll ]I ill d: err 11C gi n:-n -I::nac:.l. xt hr..1:'u It rnr prig Ja,-tI~l r,. I11 '-nti `r,l N?^. STFIA;L'S SOIL SIIRVICE A himum Ram R`cl:rnonkl. W! 5401 i,ic. k248954 Ir%n.,FMdam. Y Wv ( o. I)irccl 715-760 n347 I lock. lls Prairi la ,1d:iilion L!tl I ;i ?4i;_ri;18 .'h .oil ev k:I,inr -r adne4d t~ .,r;'~.:- i~-n~r:• rcy~rien;rl i' ittiv nr TV c ~ b, r..WAh C G,r}e rr IIIC -hr loctainn rrhi, t"",, mm or may ro, 1,, La" :t.~ F:crn:ru a Inr lire, mere nor c,Irt+li~ icJ at 0•e time rh: sail tc,t •ar,> conducted. V 1 Lc!~uul ♦ I • ',I ~I acF:rn :rk I `,1 1 ~l L.'.(1 f: 1"p ut • pvc pipe I ~ - li,,rinvs linrin<_~ F.Ic~'atic~rs 13? - 1 tln.?t) ft li4 l 00 ft N+ 1 E'x. rc~ I 'Al -t'- 1 ~ 7 I 36.69' S89050'05' W 886.07' 349.38' i 2.38 Acres es _ 103,493 sq. ft. in q. ft. LBO = 926.0 !2.0 C.B.A. = 2.1 AC. 8 AC. o N q ~ t0 CID It W O - O W 'g g9~ 53 m 6 @ A~ O 0 o 0 W Co N A b1 ~IF.j b 2 lD 2.44 Acres 106,306 sq. ft it LBO = 926.0 S-$c~ ,A C.B.A. = 2.0 AC. . Q 9 tr 2.77 Acres G lb 120,813 sq. ft LBO = 926.0 565.25' C.B.A. = 1.7 AC. v { - 380.70' - - " - ft. -EDNA DRIVE 1C. ~oAEtE II =tz,Q i F - - - 290.65' - - - - - - -29 t ~ 564.1 1' W > Q Z_ es t7 ' !2.0 O w 3 AC. _ N 17 It 2.53 Acres 4 - 110,234 sq. ft M 557.42' DRAINAGE EASEMENT ^LBO = 923.5 ;1 3oe saosw beo.or, ~ i, It- r .I I III I ~/~I f z rx m:n. ' I INq S)9.r1 n... / ♦ O 1 10. S"i V Acn. O 1 }}„(tea o+♦-. rl: awe .a.rt o _ - -II 1 / ~ OO 50.11 g ~ N / C A 3 1A0. 10 I 0 •a wc. e 2 r' ~ ~ J ze I .aa-,y . c.BA.znnc. I~ OAD I Ia s 0 -1 ~ I xla n.:n. ♦ x. ~t ~ I r gg ♦ r:b a w. ~ 1 4 llvn v ~I~I ~T _ .i. ) b.r. ♦ A R` Lnn ezzo _ _ - _ ro Iwlw c 'I CbA.3.M ~ O I 8 • c 1 ee w7o. " 0 evo. en - 8 tw >r zoe.ar ~M I $ y- a I N. - - MINFOfFARiME - ~I P ~b X%IA tua aen III FFFppp++ VAA _ 3.. No ~ 1 ~ .y ♦ 10 . . W MJ s320 ~ ♦ ~ .r i JK n. l a.e.n I } 11 bA-I.. ac .da zzo k ~ab. ♦ ~ f '111 r ~ / 7 ' o 14 12 I~ I oaer ~.n cbw .r ' ~i U c ~ 13 n' cur i1 "7 I OF I 1 ~ lrt I I yF b 0 > J if ..r,. . ,I, ,.'..r PRELIMINARY PLAT HOPKINS PRAIRIE 1 ST ADDITION LOCATION - SKETCH LOCATED IN PART OF THE OF NW 14 OF THE SEtt4. IN PART OF THE SW1J4 OF THE NE1 A AND IN PART - OF THE SE1;4 OF THE NEI 4 OF SECTION 10, T29N, R19W, TOWN OF HUDSON, ST. CROIX COUNTY, WISCONSIN: INCLUDING LOT 2 OF CERTIFIED SURVEY MAP RECORDED IN VOLUME 19, PAGE 4975 AND LOT 3 OF CERTIFIED SURVEY MAP RECORDED IN VOLUME 22, PAGE 5431. w. 1..-. - OWNER SURVEYOR I T L_ ,n5n i.: .1, o. ENGINEER r r SECTION 10, T29N, R79W 1':1 If 1 509 ,5005 w 900.07 - - _ 00 p slew P i ♦ ♦ I 0O n 9 a~ ♦73 • 12 t I . I.0 p L>lt<c: --_~J Co. ._>I Ac I J.Btl rl. 9 0 tlV '1 A ' C b n - <1' AAG fJF rc 1 • 14 U I- A' vR -IIA1 a. 11 ♦ \ ✓ ZEPHYR I.ANE_ :I 4 LBO - B4AB•0 _ G.6 - 4G. ♦ 15 np •x.L -y • , i o '0 AC 10 • p I. I'JV9 -R it kp >bez> -no -vxtlb •-1i, 0 ~ .tln. 9AC - 'b V Y W 16 ~ s of _,1 w9I 0 f _ - - - g c1.A rAC. „ Z [ Z r I , 17 ♦ - I rl 26 - r 1 log ACn. • $ I -..eL Aaros -600 1802'E • rr),)BI V _ _ ; I bLru.tl • 83.00 j, LDo - 02x a R I I L pp Ili I cDA-r] _ f !I•'.. c. l xn AC 580'1802'E 309.99. In - itg Pv o t _ / . Y20- r 18 M ~ \ .1 9 I ~ r I P a4e rP Y. 25 r p - - _ _ / .nV V[[v ~~J` _ .o4 AVO i V BD.J]O .p. rl I W - I - - - - - - _Ln9-9p». J i-J _ 0 p s / n • 19 ♦ 24 • g - - / - / - JR.Jyav 1 tl> JJ rV rl 1vY <I Al: 'C. D,AI.tl Ali. it " / s 20 / 911560 SV R ♦ e r I 111,0-9»n . • vxr.).w_ ' G.II.A. At:.♦ l /ran 0 / O / rI, rrj/ r / I ♦ p ♦ 231, ~ n ♦ x. 9 N'rvv tl / v'J ebl r . r / M 21 4 I`, VV.U. U -I 2AQ, 4 101.1 xb va I:. 111 LbO J % . ~ a 22 „ V. -910>O. nxlvllt•rrlw - >~J9o uJO w•:•v. J r.. ,Lr.[ a, C I9> 141.9.11 / 0-.21. M1 aPRA GA AC ^)h ♦ 1JJ / / • ~ Vie Vr.u::l itiCGYI ✓1 L✓ra - I' !>P 5I'.V.L I. 1 1.. p0 YYII Y r:p-v 'Wylp.: 14.1'I :r nV i. IT VaarF' M rrr r a.rr [/,_ur_Wlrv rA J-.<I Fa1 : r.. >,r y.A • r. ~r~ I,rn r.: xlrr.\r [JIN9n rl la:]••1~ r,l uV+'I.III: ' a•'% 1. v. Lu. J 1 . m 1 q% 1 n -B e m 1. 9 1 _ 1 J 1 J 19F 1 9] M I IvKn' 1!•A 1:1 .rr_1 u]CI IrM alrr ]a) IHO- . rJ'n-+ nL'. ' MI I '1. Ymr Cf f ) 1"' - h "6 EAYOn~ a .-I ro .raL! ~C• 1YS:rry fY• :LMA1 'W':1 Iv I n. nn A' '...Into ! -nBVlb Ir•Yn -1 . l'^- ..,..:,,T - ' aYa C W11 ',l f-.[ /J 1'O WI1"1 a -r. ..no li! nuJ -W FEG ici Al "'1"f AI.' F\ Yh fi[fY 6F1 IT '4If 4s-1: E S',a.fED 1 A Ltf: V9;, 1'L FVE•fE0 VEEP J\LYF'M IT'T SL4EirY:1-9JI11!-i ~ Vi•L J L::F>l(:'al.li^rl1iATGV TC i.:•LE F-14 BJ.IL.'fllfi lD t-Ef .l fi r,(r / - Ctlh'C p4141.VLLt . rr 1.... 'i j ,1 T SCALE IN I LEJ 1' -100 'O0 V 109 300