HomeMy WebLinkAbout020-1489-00-260 (2)
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`visco sin SOIL EVALUATION REPORT #2079
Department of Corlrre'Ce r acroroancaa with Cornet 85 .Nis. Acr' G ly ~ Page 1 of 3
Division of Sa`e:y and Bu Idings Steel's Soil Service
rtt
~.d co bill f rot kite plan on paper not less than 8:<, x 11 ruches in size. Flat roust County SL Croix
rr: tale, eul not Lmitee to. vortioa and imtzonta refE2rce point iGl9i. dnochon am: parcel I U
pervert slope, scale o' oirorrstons, north arrow aid location an:r drslance to realest road.
Please print all information. Pending
hr .w;e:: By r f etF,
alin y.m Oru'vec ropy,. usetlforr.^pnr,rrl•ul _..t;rFU aq_e,r S. IS C4'n tmt - /
• P,opc'ty Owner 7.ope'1.7 Localr:n
Bast, Kernon Gcvt Lo: na S':'eo1i4, NE l.-4 510 T29N. R19b^J
Prupc9y O•.v rei s Mating Address Lot # u , s 3n: Name o. CS>,•lk
400 S SCCond St. 26 ra I iopkins Prairie 1St Addition
a y Stale /II) G Ode phore Nurlnw "'ry Vi lage 1:)"'T1 Nearest Road
Hudson 4:9 54016 71,5-386-0217 Hudson Scott Rd
New Ccns:%chon ..se Res. aenttal: N.rnber of bccroor,s 4 Code derived acsion fi.ow: rate 600 GPD
Replacdr•lenl Public m cornmereial Desc'icc. na -
r- -
Fla'ent mater. at ouhresit F cod plain elevater. F acpl cable .,.:_.ve ft.
Genera corn•nerts Conventional syslern, system olovation 96 GSfI. Trenches spaced and depth to code 3.75191 below grade.
On- lccoroitcrda: ors
IT] Gorily Y.
;,round surface elev. 100.40 ft Depth in 6mihng faclrn 120 rr Sod Application Rate
1-onrr.n Duptrr Doirri lColor Redox Desa pion lex'.ne Strtrnture Coisisterr-e Rct.ndar; Roots GnD!ff'
in. h9unsell oa. Sz Cori. Co or Gr Sr S1 'F_fnn 'I rrvy
1 018 10yr3?I none sil 2rnsbk IT* f 6 8
2 18-32 IOyr114 none ycl 2rnsbk mfr C5 na .1 .6
3 32-42 Syr4i1 none cos osy rnvfr Cs na .7 1.6
4 42 61 7.5yr4i4 none Cos osy rill Cs na .7 1.6
5 61 12C 7.5yr4i6 none ms osg rill na na .7 1.6
F2 I rorinq #
Ground s.rdare Blew 100.40 fl. C_Rtr W to It n; la cta1?G r. Sci, hpaltCBtior Rafe
Her rni Cepth Dontlianl Color Redox Desc,ol on Textsre L:'ucture _-rsts:ence Gopnoary Roots PD+tf
in. Mi,rsell Cu Sz. Ccrl. Color Gr. Sz. Sh. 'r-rr 'L!r-'
1 C-13 10yr3,••1 none sll 7m,hk mfr Cs If .6 .8
2 13-32 IOyrrti1 none sicl 21 rnfr ks na .4 .6
3 32 42 5yr4i4 none cos osq rnvfr cs na 7 i.6
1 17-61 7.5yr4j4 none 1101; o5g W. Cs; na .7 :.6
5 64-120 7.5y-4•i6 none Ills osy ntl na na .7 1.6
Efflient #1 - BDD,, 3^ < M. itgl and ' SS >30 < 150 mg:'_ ' Effluent #2 = BCC 30 mg:L are f SS ~C irn
~3- Name :please Print: - S ^nahn CST Number
David J Seel `~s._ v , 248956
Address S•Oel's gill ScG.ir,r Date Evaluation 0^nr cfe:f Telepi:nne Nr.i
'6951 1501h 81 1je'.v gtchrncnd. *1 C' 9+22;2007 715 760-034'
P'GP!'C'y ✓vntCr BaS:, {QIr10t1 Halcel I'.)rf Pending Page i o' ?
❑ Boring Ground surface elev. 101.11: Depll to limiting facto' 120 in
So I ei;P)I cx on Ralel
H-r170n Cepth Coounanl Color Reoox Deso'iotion Texlura 51Lrah.r. ::::ns s:enre Hoxidary Rims GFr.lw
in PAunsell Ou. Sz. Cont Colel Gr Sz, Sh 111.1 •rI•~2
1 0-14 10yr3j1 none SO GImbk m(r cs if .6 .8
2 14-35 10yrV-1 'lone Sid 2msbk mfr cs na .4 .6
3 35-44 Syr4r4 none Cos osg mvfr CS na .7 1.6
4 44-63 7.5yr4.4 none cos osg ml cs na .7 1.6
5 63 120 7.Syr4(6 none nls osg m! na na / 1.6
Bcr rg# .
Ground sar,are eles tt. Cepth :o irn'Ung fatter in. Sotl ?.pphcahon Rate
Fowzr Dep:n Coa'lllarl Colcl Redox Descr ptio7 Tcxttr Shuctu r. Con asL:rcc J::urde^( pools
6o'ing G-nand surfao^ elev. Dcn.llf In I.wiling fa::lor I
Soil .vPelicaUOr F.3Y
Hr:1 '.70a Ceplt Jp pinant ::01o' PCdox Ues C'lo1 on 'exlure •'urture ;ens S:E1ae E.Q.I'ldary ^4x15 GPC'ft'
in. (Vunsell Qu Sz. Cort. Color G. ',z Sh -1 I•u' •F7:;;
l
E-Tuen: #1 = BOG_ 30 < 220 rgln ar•d TSS 1110 < ICC mg:L ' Effluent #2 - BOD < 3., mg:L and TSS 30 rn91
I ae Derarlel. r- of C.omnt;ra: is :nl cQtrd onro-lnniH ;rrc i,c prof. iI er and rmalncrr. II nor II c I L<si.s:lime to m:c5s set ezs or
rad material in all alternate ImIv Il :dca,l: conla, I II:e drpa, u'li rt a! roll-2bb-i I i I or I I Y 6its-_'ha-2^' _
VIII)` r'.'. ilt r. i. C1lC 's SO S!'NICC
STEEL'S SOIL SERVICE 3of3
Dav id J. Stc.l Kernon Basl 1699 1 ?0[h St.
,
C ti I -11(M I Sh1 SW I 4.v1 1 `-4.510 I ~U y.R i,m Nc~~ Richmond. W1 141117 ~I
I te. i~248956 I,OU71 of I ludsun. 5t. ( roi\ Co. Direct ; 1>460-0-i-1i
Ilopkins Proiric Ict !Vdd I ot'6 ]:ax 71?-'46-0318
i
,
This soil ,valuation uas cun<tuctcd to .ati.ir a tur.ias rcyuirom,nt. iI rrn or ntny not hr .uitzblr tol %nur a<c
I hz IUCLL11V11 of thi. test may or may not be a"hown, m hormanrnt Im lir.r, user: non r,labliaxd at the
Legend N
I ° -411•
Bcrichmark I(Ic. I11(1.()O 1t
Iop (4'." !4" pec pi pi
• -;All Bcnchmarl. 1:1 100.05 0
I op of 3/4" pvc pipe
BoringN
I
Boring Elevations
B I 100.40 ft A
W- 111(110 1( f
- ~ l l c I- 10 101.'0 I'l
114 11.011 11
L I L~\ I i
h l ~ I 1~4'• fL
`ALA 1
I
I
PROPOSED HOPKINS DRIVE
117.02'
w ,
I
m
to
m
Lft mI
0) v
iD y~
_ - v
- m
<
m
N ~ I
W i
i
i
i
SCOTT ROAD
i
4 2 t I••I
2.01 Acres - - 1 r-
10 87,613 sq. ft y I l J
W LBO - 926 b S89`5209`W 457.77'
cA ' C.B.A. = 2.0 A AC. .
n1dW • - ry II
/HWL= 920.0~~~
- 2.77 Acres
120,813 sq. ft
LBO = 926.0 I
C.B.A. = 1.7 AC. • T
4 / =
td
Cly 51.0 I
580.70' 580.7
EDNA DRIVE f
62.31 _ i
23.59' m
00
> 17
2.66 Acres / _
S 9"11
115,902 sq. ft
3.
2 LBO = 923.5 f. r
L C.B A = 2.0 AC. I
a' l_I S89'11 8'02"E: 206.33'-
0 f "4S O
N o t0
(D
F.sFI 2.J
it;
X 14
16
E. 2.05 Acres I a
89,320 sq. ft M
,.B.A. = 2.1 C--J N
296.88, Co
fp U_' -
A Co
`Wisconsin SOIL EVALUATION REPORT #2079
Jepa,ln'enl04 01 rwir,,r-c m apcUdance .v th Con•m 61 'vv s nd'n L::::e Pagc I of 3
J sicr o' Safety a-id Hui'dinys Sleers Soil Service
Counh
~ ,i;;h complete s Ili- plan oc paper 'rot less than 8% x ' mcnREGU [i1{lt SL Croix
in[ Lce but nrd binned t;' vertical am Poria:nlal relere ice po rt INT1 . direct or. and
pe'cert slope sca e or dlrnensc:rs, nOrn arrow. and lo.at Un and Clrslarce :o nearest ro d. PAI6el I :1
OcT 0 1 %CO nding
Please print all in(orma(r n. Revie•.v Hy _ Jam
r-rson_sI nfnrm r. -eti: m .w. t? 7f-•r...;r1 vl -Uses iP L,I s 3. fl,
G d
Property Owner Prcce Locati r
Bast Kernon b^J1i4, F1:4,.'10, T29N, R;911Y
Propcny Ownc's afar mg Address 'ct tt IBlock Vf Subd. Nanicr CSIT
400 S. Second St. 26 na Hopkins Prairie 1 St Addition
O IF State / IT Code Phonic Number ity V I age To•.vn t\earest Roatl
I ludson 041 54016 715 386.0217 I luclson Scott Rd
Ne,v Construe, on Use Residential : fvuriber o' bedrooms 4 Core derived design Ilc•,v 'ate 600 GPII
Reclacement Publ r. or ccrrmercal Desoribe. na
Parer) irate•ial outwash =1;od plain elevation. f app icaNe P.2 (l
Goreral ::ur,nrenls Conventional syslern. system elevation 96.6Sfl Tre•iches spaced a'rd Jeplh to code 3 1511. We a grade.
and recommendations - - - - -
1 ~~nngd
i;rountl s.rrace elev. 100.10 It Cepth to irr tin9 factor 110 r. Soil Apolioation Rate
It;n>on Gepth Ccminant Coler Redox Desch:aeon lexture Si•ucture Corsistence Bouncary Roots GFDrft'
rn IVILrlscll :;u 8z. Cort. Color G• Sz. Sh I•fr •EP.2
1 C-18 10yr3j1 none sit 2msbk mfr Cs it .6 .8
2 13-32 10yr4i1 none scl 2msbk mfr Cs fill .4 .6
3 32-42 5yr1i4 none cos osg n)W 175 na 1.6
4 42.61 7.5yr4,•'4 none Cos osg nil C.S. na .7 1.6
S 61-120 7.5yr4;6 none ms osg n1i na ra .7 1.6
y ~r 5--
-
J6
-u
2] Ho•tng
Gwu,d s.rtace elev. 100.40 Ject11 In I not rg Parlor 120 in. Soil Application Rate
Hwizon dollar ~o-r vary. [:u or Redox Cescription Texture .`:Inmthre Coasrstence Houndary Hcnls GPDAV
ITT M.ruc I Qu Sz Cont. Color Gr. Sz Sh. T"I •111-2
1 0-13 1G>~r3,; none sil 2msbk mtr cs if .b .8
2 13-32 :f:yr4(4 none sicl 2msbk mfr Cs na .4 .6
3 32-42 Syr4;4 none cos osg mvfr cs na .7 1.6
4 42-64 7.5yli none Cos osg ml Cs na .7 1.6
S 51-120 7.5yr4T:6 none 1l, ms osg nil na na .7 1.6
i IV' -rl ~1
Lr` Lent u1 = BQI1,> 30 - 720 mg.;- and TSS 1 C mg+L ' 6ffluenl AT = HOD rrc:L anr) TSS 30 mg,+L
I Maur-(please'rnt} Fr4nature SST <`Lmbor
David 1 ;feel 2489!.6
r ss Steels Soil SeNoe Ua1 f .il a-Ur't:Ond.r^Ied :eleC1'One JJ'rrJ=f
1E'in'501h 51 Nevi Richmond 'e 4C1?+77+AJ0 ?15-760-034?
rooeny Ov:rer Bast, Ker norr 'an::el nlr 'e-~Cin3 =age 2 of 3
4cr rr.
(;round surface elev 161.70 If I;epth to lun bng tac:or 120 in. SoiLApplication :ate
I •.uni::n Lopth Cominant Color Recox Desenption Tomm Slluvture Cursislence. Bmm::ary Rvols (:PD+~:*
in. M,Inw.1 Ou. Sz Con: Com Gr. Sz. Sn. 'I 'lily ra:
1 6-14 10yr3i1 none sit 2msbk nlfr cs if .6 .K
14 35 10yr4,14 none SiCI )msl k mfr cs na .4 .6
35-44 5yr4i4 none cos os9 mvfr cs na .7 I
q 44-63 7.5yr+A none Cos osy ml cs na 1.6
S 63-120 7.5yr4 6 none ms osy rill nd rid .7 1.6
I 1
3cr rg#
Ground saracc cle.; II liep'.i',o rniUng faclvr m oil App lcahon Pall
c'
I-o:izcr Dep:n Dowmavt Cola Redox Cevxrlion Texlure :ZfTw "re f_;nnslsterce ::Axda:y Hoots C;i :1,H1'
m. `,danssl Qu :tea ~l a lily 3r. `z Sh.
F-I Eo,ing Ground s~rfvo_ -~Ii•a De..Flh to limiling factor in -
Sou AotA cal or. Rase
i1::nan Depth Dominant Colo, RCdox ?esin:::.or, rexfwv Structure C-rss:ence Roundary Rocls GM.41'
in rVunsell Ou Sz. Cont C621 Gr Sz. Sh 'H1°l '1
C'9ucnl #1 = B,'I' 1 30 720 rng,L and 7SS :'30 - 150 n,VL ' =f0acnl #2 - DOD_ 3C n•grL and TSS 30 mgI
I Ile 11ep;lTltwr'.t of ( f-111 rce i> ;u1 equal oP1 xn: tin s<r icc prm ida' uni Cf. It' 1,11L nr)J a<+i<lanr.' 10 .r, es erN `i cs or
nrcd malcriul in :u: ul, i t,.t. I„ncn Ac to iuolarl the &rI11:11m: at 6i hi ( .:51 cr :l l' GitS ?6a-X?'?_
♦dU_~:.r i t'L i, °QE2.5 so. ;Yrpi[e
STEEL'S SOIL SERVICE 3of3
IInvol 1. Sleel Wrim Bast 1699 150th St.
(S I -I'M\ I S*M SW I4 \If l ~a.S 10.13')v.R l9) Ncu Richmond. W1 :,4017
I in ;;?,I\9;6 1 okSn of I IlikkOn. St. Cj")iS Co. Direct i I ~-IGO-(13.1?
Ilopkins Prairi: 1st Add [.of 20 Fax ?1 504601 1 9
I Li, ,oil c%aluatiun ,ra, caoduncd !o sui,fi a zoninc. reyuinmcnt, it m.;< ui 111a~ aot be .uilablc lur pour usc•. ~
The location oflhi. tr,t rn'i ~ (it nos not he as shown. as permanent lot lines sere not cs:ablkhcd at the
time 111c mt tc,: was conducted.
Legend N
I" 40'
licnc•Itmark I-1c. 100.110 1
Fop 01 734- Pce pipe
• - Vt FScnc•hntark Id 100.05 It
1 op of 3r'-4- psc pipe
Nwit
Boring [Wations
131 100.40 It
I t.' - 100.411 I I
nor ~1 Lc ~ 111 101.20 ft
134 0.00 tt
-
r
A
1YI J
)I V
t~
I
i
PROPOSED HOPKINS DRIVE
117.02'
y
co
I
m
0
m
N
m
~ of
i z
co D
`4
v
m
<i
m
N
N -
'I
O
W J
W
i
i
i
SCOTT ROAD
- 1{
11 1 2.01 Acres I r
87,613 sq. ft
LBO = 926.0 1
C.B.A. = 2.0 AC. ♦ ~~,52'09"W 457.77 r - ' r
O ♦
fA LLi d-
1 \ kn
HWL = 920.0
2.77 Acres ♦
120,813 sq. ft ~
LBO = 926.0 ♦
C.B.A. = 1.7 AC.
i
51.01'
80.70' - - - 580:7 r
EDNA DRIVE
pan ~r~ ,
_.581.97' - - - - - - -62.3
_ r i F I _ 23.59
' - a -
m 2.666 Acres
115,902 sq. ft _ - S89'17
Ul LBO = 923.5 I3.
Z 1 _ - C.B.A. = 2.0 AC. - -wJ.
a S89' 18'02"E 206.33' ua =
0 j, i j,ol
o
t 4S> j : N f0
x We
.
♦
o xe<<N s
2.05 Acres a /
89,320 sq. ft /
r /
296.88 N
r 880'5005 W BOB.OT. `
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fI1 ,q t ~ ~ ~ ~ $UB'1 2£ 208.0:1
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III
PRELIMINARY PLAT HOPKINS PRAIRIE 1 ST ADDITION LOCATION SKETCH
LOCATED IN PART OF THE OF NW 14 OF THE SE1; 4, IN PART OF THE SWV4 OF THE NE1 A AND IN PART
OF THE SE1 r4 OF THE NE 1;4 OF SECTION 10, T29N, R1 9W, TOWN OF HUDSON, ST. CROIX COUNTY, -
WISCONSIN; INCLUDING LOT 2 OF CERTIFIED SURVEY MAP RECORDED IN VOLUME 19. PAGE 4976 AND =-f
LOT 3 OF CERTIFIED SURVEY MAP RECORDED IN VOLUME 22, PAGE 5431.
d.. OWNER SURVEYOR
ENGINEER
' SECTION 10, T2914, R19W
- -
509'5 V'VO W 00007
I co
T 771 21
I p 7 .
N
• L 51 ~ rv ♦ i i ♦ I ~ I I '
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• w
r, tlC Y[l.V I x,tl2 ACrv. 0
C.tl A.-1.r AC. ,IJ,VW rr4 It O '':.1: I, /~~I
LBO - %0.f1 p> \x I//'
CO A -➢I AG. p O~
♦ 14 °z 11L
C O J nc J. 1 1 ♦ I ZEPHYR LANE
tl B,YIJ •bn I
t1 1 PO - 0]tl.0
♦ 1 5 Ire c.n.A - rA,E:.
io IN
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k
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16
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tl. `^K ♦ -y oI a0bsvrr ,n Ii09,I O'O2E
n• N I>VOl •Y It • ~0'00
h 7 x nG Vl1e w•
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55J aJ' C. n.A - I.tl wY.
6'6 /
O
19 A 24 A
n - s.ze AO Ve - /
_ 'x 1V' Mres' L /
LBO-Ba7 A L O 039.0
1 EGO.A.+I C CII.A-ItlAY. ° r /
1E'JFPIC ~ ..-.i ♦ O ~
ro 20 _
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