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y, WitconsirtDepartmsritofcommerce SOIL AND SITE EVALUATION Page 1 of 3
Division of safety and Buildings in accord with Comm 83.05, Wis. Adm. Code A.C.E. Soil & Site Evaluations
Attach complete site plan on paper not less than 8'/z x 11 inches in size. Plan must F
include, but not limited to: vertical and horizontal reference point (BM), direction and St. Croix
percent slope, scale or dimemsions, north arcow, and I stance to nearest road. /
ti 1 I 08- .1..W-WiL ID#4.28.16.61B
APPLICANT INFORMATION - P1 tt - d By Date
information you provide may be used fo o ry purpo (Privy aw, " 15.04 (1) (m)).
Personal
Property Owner ~c operty Location
Richard & Robert Tor erso + o . Lot NE sl/4 SE 1/4 S 4 28 N,R 16 W
Property Owner's Mailing Address 2 7 000 ..Lo # Block # ubd. ame or CSM# 30 Z
508 County H. BB 5V CflGiA 1315 I d C
city State ipL-Node PhoG6pl~hhbL~r Ci ❑ Village own Nearest Road k15
233Rd S
Woodville WI 8. '°~!7f8~~7, EauGalle
❑ New Construction ❑ Resl I6Ifl I ufipOf De~t'ooms []Addition to existing building
❑ Replacement Use: ❑ public or 8&Wmerelat' escribe
Code Derived daily flow 0 gpd Recommended design loading rate •5 bed, gpolft2 .6 trench, gpolft2
Absorption area required 0 bed, ft2 0 trench, ft2 Maximum design loading rate .5 bed, gpolft2 .6 trench, gpolft2
Recommended infiltration surface elevation(s) 96.9' at 12" above 95.9' contour. ft (as referred to site plan benchmark)
Additional design I site considerations Soil evaluation completed to comply with St. Criox County Subdivision Ordinance Chapter 18.
Parent material Glacial drift Flood lain elevation, if a licable na ft
S=Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank
S ® U
U=Unsuitable for system F] s ❑ U ❑ S ❑ U El S ❑ U 1:1 s ❑ U ❑ S ® U F1
SOIL DESCRIPTION REPORT
Burin Depth Dominant Color Mottles Texture Structure Consisten Boundary Roots GPDIft2
9# Horizon in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ged Trench
1 1 0-11 10yr3/2 None sl 2msbk mfr as 2f 0.5 ! 0.6
2 11-22 10yr4/4 None sl 2msbk mfr as if 0.5 0.6
Ground 3 22-29 7.5yr4/4 None sl 2msbk mfr cw if 0.5 0.6
elev
95.23 ft 4 29-62 7.5yr4/6 m3d7.5yr5/8 lvfs Om mfr - - 0.4 0.5
Depth to
limiting
factor
29'
Remarks: - -
Z 1 t24-31 10yr3/2 None sl 2msbk mfr as 2f,lm 0.5 0.6
2 10yr4/4 None sl 2msbk mfr as 2f,lm 0.5 ! 0.6
Ground 3 7.5yr4/4 None sl 2msbk mfr cw lfin 0.5 0.6
elev
95.51 ft 4 31-48 7.5yr4/6 m3d7.5yr5/8 IV& Om mfr - - 0.4 0.5
Depth to
limiting
factor
31"
Remarks:
CST Name (Please Print) Signa e: Telephone No.
James K. Thompson 715-248-7767
Address A.C.E. Soil & Site Evaluations Date CST Number Ref #
340 Paulson Lake Lane, Osceola, Wl 54020 6/25/00 3602 1256
r t?ROPERTY OtiYNER Richard & Robert Torgerson SOIL DESCRIPTION REPORT t25s Page 2 of 3
PARCELADA 008-1011-80-0 00 IDM.28.16.61B A.C.E. Soil & Site Evaluations
Depth Dominant Color Mottles Texture Structure nsistence Boundary Roots GPDNI
Horizon in Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed 1 Trench
3 1 0-8 10yr3/2 None s1 2msbk mfr as 2f 0.5 0.6
2 8-17 10yr4/4 None s1 2msbk mfr as if 0.5 0.6
Ground
elev 3 17-31 7.5yr4/4 None sl 2msbk mfr cw 1 f 0.5 0.6
96.27 ft 4 31-51 7.5yr4/6 m3d7.5yr5/8 lvfs Om mfr - - 0.4 0.5
Depth to
limiting
factor
31"
Remarks:
Ground
elev
Depth to
limiting FF
factor
remarks: - -
Ground
elev
Depth to
limiting
factor
i
Remarks:
Ground
elev
Depth to
limiting
factor
Remarks:
Air
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CERTIFIED SURVEY MAP ~
LOCATED IN THE NE 1,e4 OF THE SW 1i4 OF SECTION 4, T. 28N. , R. 16W.
TOWN OF EAU GALLE, ST. CROIX COUNTY, WISCONSIN
PREPARED FOR : D. O. T. APPROVAL 55-94-3070-2000
RICHARD TORGERSON
CAUTION - HIGHWAY SETBACK
RESTRICTIONS PROHIBIT
IMPROVEMENTS. SEE SHEET 3.
NW COR.
NE-SW (5296. T9' )
~13
( S89°55' 15"E) ( 314.1 4' 3 33' 1 5296. 7 1 '
S86°57' 24"E /3 4. 10' (NB9°55 I5'W)
i1 N86 0 5;r, 't- ( 3982. 65' )
~~--1`------- _ 3982.6
WEST QUARTER CORNER - - ` - - - -
SECTION 4 - FOND
P. K. NA I L FJ94 ~ L--1 EAST - WEST QUARTER L I NE-1
F^ EAST QUARTER CORNER
LL) :
SECTION 4 - FOUND
' vl
LU: .C,• •S.. M. y ' W ! ai,'• ~ 2"
UNPL ATTED LANDS faoN PIPE
\ I = N I
w eQ I S86°5724 E
VOLUME 14 Z co I
I 0i_•-- - 65. 30' S86°57' 24"E 346. 36'
50' r 50'
PAGE. 38.1.4 I W~
3 I N IOO• • x-TOWER I LEASED Q
V i SITE TOWER SITE
Q
~I ~ W 5`~~ - N
i DRIVE LOT 1
h 2.00 ACRES
q. 87, 140 SO. FT. Fes-
- - F-:
I fh I z HIGHWAY SETBACK LINE
~I (D
- NO DIRECT ACCESS TO
BEARINGS REFERENCED TO THE INTERSTATE HWY '94'
EAST - WEST QUARTER LINE OF~
SECTION 4. MEASURED AS
N86 ° 5 T' 24' W (ST. CRO l X CO. '
COORD I NATE SYST€M .
APPROV~D . INTERSTATE HWY '
T. CROIX COUNTY , 94
fanning Zoning and Park* Lomm' • • • • • •
SCEP 1 •1 n 2000 II REFERENCE L INE
~ ~`SG O
If not recorded wit vu thin 30 days of
approval date approval shall be
null and void DES M.
I i 1-----_.-w.__- WEBER
LEGEND I C. S. M. we
OQ
0 - SET I' X 24' IRON PIPE WEIGHING
1.13 LOS. PER LINEAR FOOT
c ) RECORD DATA f + 1 VOL...... 1.4...... G.....39.20 URV
JAMES M. WEBER 5-1804
O 50 100 250 SHEET I OF 3 NELSEN-WEB R LAND U. VEYfNG
Z000142A THIS INSTRUMENT DRAFTED BY JIM WEBER DATED ' - Z.L
Vol. 14 Page 3951
Computer 008-1011-15-200
Parcel 04.28.16.57C
Municipality: Eau Galle Township
Address: 547 233rd Street
Baldwin, W 154002
1111512004 Torgerson, Richard & Robert Pam Quinn
Research for adjacent parcels show we have a soil report to allow installation of a POWTS for
this site, but no indication it will be installed. The report was completed to comply sith
Subdivision Ordinance for splitting off other parcels from this NE/SW 1/4 section
Parcel 008-1011-15-200 02/05/2008 04:53 PM
PAGE 1 OF 1
Alt. Parcel 04.28.16.57C 008 - TOWN OF EAU GALLE
Current X ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
00 0
Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner
O - RIVER BANK EXCHANGE LLC
RIVER BANK EXCHANGE LLC
836 MINNESOTA ST
BAYPORT MN 55003
Districts: SC = School SP = Special Property Address(es): * = Primary
Type Dist # Description 547 233RD ST
SC 0231 BALDWIN-WOODVILLE AREA
SP 1700 WITC
Legal Description: Acres: 2.000 Plat: 3951-CSM 14-3951 TOWER SITE
SEC 4 T28N R16W PT NE SW BEING CSM Block/Condo Bldg: LOT 1
14/3951 LOT 1 2.000AC TOWER SITE
Tract(s): (Sec-Twn-Rng 40 1 /4 160 1/4)
04-28N-16W NE SW
Notes: Parcel History:
Date Doc # Vol/Page Type
10/26/2005 810399 2916/168 WD
07/23/1997 430/449
2008 SUMMARY Bill Fair Market Value: Assessed with:
0
Valuations: Last Changed: 05/24/2001
Description Class Acres Land Improve Total State Reason
COMMERCIAL G2 2.000 11,300 0 11,300 NO
Totals for 2008:
General Property 2.000 11,300 0 11,300
Woodland 0.000 0 0
Totals for 2007:
General Property 2.000 11,300 0 11,300
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: Batch
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
~'W3AQ~ ~a O~~C~bC
Qw w d .Q' ~M _i i l11
N3~~ OV -320M ~ (SE ED
qq =°2000
Ss Lc
LC Co
O w w o T H. WALSH !w r or I LA. I'- u. of Deeds
104 Co..M
m 1-4 04 'k. SL Croix Co.. M
~x ED
'-`e`n CER T IF I ED SURVEY MAP
LOCATED IN THE NE I x4 OF THE SW 1x4 OF SECTION 4, T. 28N. , R. 16W. ,
TOWN OF EAU GALLE, ST. CROIX COUNTY, WISCONSIN
PREPARED FOR: D. 0. T. APPROVAL 55-94-3070-2000
RICHARD TORGERSON
CAUTION - HIGHWAY SETBACK
RESTRICTIONS PROHIBIT
IMPROVEMENTS. SEE SHEET 3.
NW COR. (5296. 79' )
(989055'15&E) (1314.14' NI 33' 133' I 5296. 71'
86057'24"E 13 !O' (N89055, 15,W) ,
~ I (3982. 65 )
4 5 7'24-11 W - 3982, 61 _
WEST QUARTER CORNER
SECTION 4 - FOUND
P. K. NAIL p EAST - WEST QUARTER L INE `
F-: I EAST QUARTER CORNER
d I ~I W: SECTION 4 - FOUND
\ d W: I
Z62" IRON PIPE
1 I 1.
' M ld• I I UNPL ATTED L ANDS
I
z I `p °OI 1 S86°57' 24"E
VOLUME 14 o I s5.3o'
_ 01-'-- S86°57' 24"E
~ 150'' I 50' 346.36
33
W~
PAGE 38.14 I
0 I : 2
N
S I TETOWER SITE Z
1 I ' LOT 1 3
I - DR I 1- " Q :
2. 00 ACRES m uu ;
87, 140 SO. FT. F-:
cc:
I ro: I I z H I GHWA SETBACK LINE ~Y5' O J'
O
NO DIRECT ACCESS TO
BEARINGS REFERENCED TO THE I INTERSTATE HWY '94'
EAST - WEST QUARTER LINE OF,
SECTION 4. MEASURED AS
N86 ° 57' 24' W (ST. CRO I X CO.
COORDINATE SYSTEM).
APPROVED '
ST. CROIX COUNTY NTERS TA TE /-/wy
94'
Planning Zoning and Paro'mmi e • • • • •
SEP 19 2000 I REFERENCE L I E-
If not recorded within 30 days of I ~`SCONS~'I
approval date approval shall be
null and void I JAMES M.,
8-1804
LEGEND I SPRINQvuEY,
C. s~ MA
O ■ SET I' X 24' IRON PIPE WEIGHING
1.13 LBS. PER LINEAR FOOT I
! ) - RECORD DATA VOL. 14, PG. 3920 SURV~~~`~~
1"-/00' I ~ill7:'!I 1111SiU11\~
11
ky'^' V'-' (S*
JAMES M. WEBER S-1804
0 50 100 250 SHEET OF 3 NELSEN-WEBER LANb SSUR. VEYING
2000142A THIS INSTRUMENT DRAFTED BY JIM WEBER DATED - _OR
R.je,j• rS -'2.3 -r.0
Vol. 14 Page 3951