HomeMy WebLinkAbout236-1756-00-000 ~ GSf= Zo~~ 069
RECEIVED
- Z4'4
,Aisconsin QG-3r trr l SOIL EVALUATION REFLORT1-76
~l: Z6 ~ - Page I of
CnmmercE in accordance with Comm 85 Wis Adm Coor- A.L.E. Soil 8 Site Evaluations
County
, 0M"N1 r~i t4 M5hTr not less than 8% x 11 inches in sae. Pla St. Croix
include, bUt rc- hilted to, vertical and horizontal reference point (BM), directio -
r nt s u~ , -Ic nr dimensions, north arrow and location and distance t( jRR'eww F` 236-1756 00-000
Please print all information. y Date
• i v~ ~ crc~ire may be use for sex iry p,_-pas~ iFur y La- ZALI(.
Pr_ pcrty ! :.vner Property Location
David Ruesink - Gary Borglund, Buyer Govt. Lot 3 1/4 /Vol T 19 N R 2ci W
Droperty Owner's Mailing Address Lot # Block # Subd. Nam #
;720 9S 1/2 Circle na 24, Pg. 5651
y State Zip Code Phone Numbe y City Village Tov,r rJearest Road
i',,1i^neaoolis MN 55437 Hudson ab River Ridge Rd
✓ New Constructior Use ✓ Residential ; Number of bedrooms 2 Code derived design flow rate 3011 GPD
Replacement Public or commercial - Describe:
Parent material Glacial Ourivas Flood pla elevation, if applicable na
General commente ! 41 Z [ [ ~Ie,_ e~eJ ` o n~
and recommendations Soils suitable for conventional dispersal cell at 0.7 god - recommend 0.6 gpd loading rate for chamber /
installation. Recommended Infiltrative surface elevation to be 96 00'.
Boring # Boring
Pit Ground Surface elev _ 98.57 ft. Depth to limiting factor - >85 in Sod App ication Rath
Horizor Depth Dominant Redox Description Texture Structure Consistence, Boundar Roots GPDIft'
in Color Qu Sz Cont. Colo Or. Sz. Sh 'Eff#l 'Eff#2
1 0-4 1Cy'4/4 none s Osg ml gs 07 16
2 4-85 1Oyr5/4 none s Osg nil 0.7 1.6
1
F 1-1 Boring # Boring
✓ Pit Ground Surface elev 99.42 -t Depth to limiting factor >83 in. Soil Application Rat
Horizon Depth Dom n3nt P,edox nescription Texture Structure Consistence Boundar Roots GPD,'ft`
in. Color Qu. Sz. Cont Colo Gr Sz Sh 'Eff#. 'Eff#2
1 0-10 i1 Oyr313 none Is 0sg ml as 1 me 0.7 1.6
2 10-19 10yr434 none Is Osg ml gs lfmc 07 1.6
3 19-83 10yr5/4 none I 05g dl - 0.7 1.6
i
i
Effluent #1 = SOD 30 < 220 mg.1L and 7 S >30 < 154 mg / - Effluent #2 = BOD-< 30 mg'L and TSS < 30 mg.
CST Name (Please Print', Signature: CST Number
James K Thompson 3602
Address A C.E- Soil & Site Evaluations % Date Evaluation Conducted Telephone Number
340 Paulson Lake Lane Osceola, M 54020 1 0111M 5 715-248-7767
f
property uvj l_ Da'did Picsink - teary 3DIg un1d' ?ar~Ci ID# 2~b 1%5y ~G C~IC - - Page °
F Boring # Bor ng
✓ Pit Ground Surface elev 100.83 ft Depth to lirn,ting factor >95" in soil Application Rat
Horizon Depth Dominant Redox Description Texture Structure Consistence Boundar Roots GPDIF
n. Color Qu. Sz. Cont. Colo Gr. Sz. Sh -Eff#1 'Eff#2
1 0-2 1Oyr4/4 none Is Osg ml gs - 07 16
2 2-95 1Oyr5l4 none s Osg ml - - 0.7 1.6
doll
❑ Boring # Boring
Pit Ground Surface elev ft Depth to limiting factor in. Soil Application Rat
Horizon Depth Dominant Redox Description Texture Structure Consistence Boundar Roots GPDM
in Color Qu Sz COnt Colo Gr Sz Sh ~ 'Eff#1 -Eff#2
I
i
i
Boring # Boring
Pit Ground Surface elev ft Depth to Ii iting factor in. Soil Application Rate
Horizon Depth Dorn ra is Redox Descrption Texture Structurc Consistence Boundar Roots GPDift;
in. Color Qu. Sz. Cont. Colo Gr. Sz. Sh 'Eff#1 'Eff#2
i
i
i
i I
I
Ef`tuent #1 = EOD 30 <'?0 rig L and T311 >K < '150 mg Efflucn u' 30 -ng - and T,", 30 rig
I-e Deparm:c:u of conuncnc is an cgr:al oppornaun scr• ]i:c Pro"Ider and eanplo%cr If uxr need a,sistunr;: f„ accccs scnicc; or
need maleti❑l in un altcmule :orrinc. please conlucl the deparhment at i,l)X 'CiG-? I ~ f o 1 I 1' (104-264-9777
t
U{
~ rT:re✓io~ ~aPS:ni(/~rd~oel~y
J~'ci`~'sen C'SA? •F'r~rr) Lvt 1, ,7
n d6/if v'~.24 / . SGS/ coui-,
~Ilfv Ile
lr i rte,- o~ i~*rdsei?, .5 Co cJ!, \
75 C,
S iC.JQ s ~
7 •o
i~
O
S fl i+1.['Etc 2 (-e ' zv-77
i~
0
2
Z
CERTIFIED SURVEY MAP
LOCATED rN PART OF GOVERNMENT LOT 2 AND PART OF GOVERNMENT
LOT 3 OF SECTION 36, T29N, R20W, CITY OF HUDSON, ST. CROIX
COUNTY, WISCONSIN.
PREPARED FOR., SURVEYOR:
DAVID RUESINK TY R. DODGE
5720 W. 98 1 /2 STREET S do N LAND SURVEYING, INC.
MINNEAPOLIS, MN 55437 2920 ENLOE STREET
SUITE 101
HUDSON, VA 54016 m
"n VOT..760 SCALE IN FEET 1" = 200' Nm r1
-r rn
1 p YG. 575
jZ 20' KIDS STREET C7 ~
I SCRIBED IN vOL. 00 O 200
1 I t j PC. 284 lpl Q Z Z
' O.L. 249 i,(~T 6 Jy /YS~ hr""'
ti "c"
Ng '21 25"E 367.1 N o
B• 60.82 1BD=.oO'~ efa (.nZ-~v D GE- c
~54.70' SEE NOTE 'A' - J
325.67'- Fyn LOT 7 : CLEAH4LAKE, N ul
MONUMENTEDU-+ • rn-
\`fl• SOUTH LINE OF m !r Ir,-`~ CAST 1/4 O
GOVERNMENT TOTS IIy CORNER LOT 2 L"
N89'14.17"W 1370.84' m
MMOONUMENTED an J - - - ~
NORTH LINE OF O
i GOVERNUEN'T v II wd LEGEND o z
LOT 3
i p ~76 l 0 ~ jT'fl SA ® FIDMD PK HAIL
FOUND ALUMINUM COUNTY
v O SECTION CORNER MONUMENT
o - _ - !O =N }I ^
~ "6 LOT 10 1 }r SOU T71EA57~ SET T' OUTSIDE DIAMETER BY
ni$ 1*i 4 - CX3R 'l= _ SECTION 36 O 18" LONG IRON PIPE. WEIGHING
1.13 LBS. PER LINEAR FOOT
NIA, `°r v,~ r 011
A O ~ t`~~j'L•1-• ~ m FOUND 314" DIAMETER REBAR
11 LOT 1 FOUND 1-1/4- DIALIETER
w' LOT 1. J REBAR
TOTAL ARFJ1 -
9.03E ACRES FOUND 1-t 4' OUTSIDE
,o r , Q
DIAMETER IRON PIPE
14.95-` V. 857 P. 627 FOUND IRON PPIiPE
I - -
FOUND 3 4" OUTSDE
'p1 W g•51i2 , DIAMETE(IRON PIPE
Z > O _
7g FOUND t' IRON PIPE
O
. ~ , k, -
o ~K-\ V_ sOO P. 3_04
.11`~~ ' N 4 N7S'ej1'1Z x,53 v
~•~•~SEE`07E
^ \YYY
$ 71 * HOUSE
11; LOT 2 V. 541-P. 627 , /1 9
TOTAL_ AREA 1Q
I, 6.56 f ACRES
CENTERUNE _ LLGF-`~'FO~
11~~ \ DRIVEWAY
61
01 s
13OUNDAIRY NOTES
BOUNDARIES DETERMINED HEREON Gam'
IN THIS AREA CONFORM TO
DOCUMENT #290318 WHICH FIT mss. 'P / 1~ ~vi~i
WELL WITH TIE ABANDONED \ tS / 0~- Q
RAILROAD BED LOCATION
NOTE 'A• HAT[]t FD AREA MAY RF I~S3.~.fa~•
POSSESSED BY OTHERS OR RIGHTS \ - -257.09'-
MAY EXIST BY VIRTUE OF PLAT OF F F /
HAZEL CREST. CONTACT AN 73.1 241.19' 15.90-~0 /
AITDRNLY OR ADJOINING OWNERS /
REGARDING RIGHTS, TITLE do S87'47 10"W
INTEREST IN THIS AREA. 330.3-
MONUMENTED
NOTE "B' TIPPED 2--3/8- IRON PIPE IS SOUTH LINE OF
S09'31'41"E 5.81 FROM SET GOVERmuL1a1 LOT 3
CORNER.
THIS INSTRUMENT DRAFTED BY: WILLIAM KANE
JOB NO. 6685-02 DATE: 08/13/2009 SHEET 1 OF 2
1 of2 Vol. 24 Page 5651
~n
r 2 C
O 4 ~1 -
C ~ w x - 'L F"
rt m p F ~ rc`
w
w o ~i y e r ; S f~
7u a V m w ¢ R a 8 ! p 9
X 41 X K 3 m e U y m ro = v c = E a o O N_
X e o m - S rn
o) w c j m A C■ Q F
L ri LL F U = cn y 3 ¢ _ in L ct Y S
El Lu
f►: 15 A 7SttM CM '
oC. _ ; s ~ _ r . ~ ~ ~ ~ ~ _ 'AI l i►d:?I 111J1t ~~:i ~ , + Y ,
A -w-
er .tirade i s N 3 ✓93 k. N 1 i WO 1104 1z7e}~ d e~ '
l e a
A If
t
Hq'IELCRFSI OF x `30
DR Ili
I VIVO' OR lu"I'voll's
LLJ
'1
LLJ
M
4
w
CA
ti