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Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3.
Labor and Human Relations
Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code
COUNTY
y _ n _ ST'. C-1?A lJE
Attach complete site plan on paper not less t4"'11/2 x 1'1 inches/ ze. Plan must include, but
not limited to vertical and horizontal referen p;inf•(BMj, diieitioiti!h of slope, scale or PARCEL I.D. #
dimensioned, north arrow, and location a ance to~artroa ®2 - L `f S O^
APPLICANT INFORMATION-PLE RINT A F ATt R DATE
7 0
PROPERTY OWNER: ~3Ll`t~2: lei l 216 T 3 or j ' ROPERTY LOCATION
-~c-~4~ r:v-• S w 114 SW 1/4,S Z6 T N,R l b E (0
#
PROPERTY OWNER':S MAILING ADDRESS 2 i : LOT # BLOCK # SUBD. NAME QajMM
ZS t b )A1 G F}f+~JP(~{ 1 "'d Z - c s►Lt I 11' 3 YY
CITY, STATE ZIP COD NE NUM . ❑CITY ❑VILLAGE [WOWN NEAREST ROAD
°ti Pr-Dw t ti v s rF lZ
w Cztutt_kE, W I S%4 bZ$ 81
New Construction Use [5,4 Residential / Number of bedrooms 1 ( Addiripn to existing building
j ] Replacement [ ] Public or commercial describe V"d-Q. -
Code derived daily flow 1 So gpd Recommended design loading rate - bed, gpd/ft2 trench, gpd/ft2
Absorption area required \Z S bed, ft2 \Z--S trench, ft2 Maximum design loading rate ' S bed, gpd/112 ' trench, gpd/ft2
Recommended infiltration surface elevation(s) \ O 3.O It (as referred to site plan benchmark)
Additional design/ site considerations Gov w / SAX _?-S'`TlV-~ctf . )"Ia.. tZ.' at= S" F, LL,
Parent material S c ~.Tai ova -PLI_ Flood plain elevation, if applicable ►J• A . ft
S = Suitable for System CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN R UL HOLDING TANK
U=Unsuitable fors stem ❑S OU CRS ❑U ❑S WU ❑S 14U ❑S IOU ❑S WU
SOIL DESCRIPTION REPORT
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
ry) ci 312 Sid ~`~'Sb rnFh ~g - •5
si 1 Z~sbk wlfr c - . 5 L
S`t~L 3)y
Ground 3 3b-4 1..S yR31y ~'.s%j tzS/6 6r L ~`M tin`~i - rya W.0
elev. cemk~
olet • -I ft.
Depth to
limiting -
factor
3 6'
Remarks:
Boring #
s : ,zr•>< ) o_ I owl c= 31 Z s i 1 Z s ~1t wt'Ft~ cS ' S -
Z Z b-Vo Svlt
3 yVi-Y) ~.91yr 31(/ ~[•$`iR S/8 6 1,' L 0 ~ 1n ~i - NP "P
Ground
elev.
lb-L' C' ft
Depth to
limiting
factor
X10'
Remarks-
CST Name:-Please Print Arthur L. We erer Phone: 715-425-0165
egerer Soil Testing & Design Service-P.O. Box 74 River Fa11s,WI 54022
Signature: C).~ Z77 _ ~ Date: CST Number-
3~4 00576
PROPERTY OWNER 'J'1 G SOIL DESCRIPTION REPORT Page PARCEL I.D.# O0z- l0 6y-so
Boring # Horizon Depth Dominant Color Mottles Structure
g Texture Consistence Boundary Roots GPD/ft
In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
3 J Z", tz- s l z s i\ 'Z Sbh rn'~►.
Z 6-31 ~.s 1rL 3by - G~ sil ~-m Sb4c ~`FF cs • S .`l.
Ground 3 'm- SD S `9fl- V/ t -
1.SbR S)%
G~scl o ltn`~~ mi> .Z
elev.
1oZ,5 ft.
Depth to
limiting
factor
31"
Remarks:
Boring #
Ground
elev.
ft. -
Depth to 's
limiting
factor -
T-T I
Remarks:
Boring #
~rwwwlw
i
i
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
i
Remarks:
SBD-8330(R.05/92)
PLOT PLAN Page 3 of 3
A
SCALE 1"= 40 '
34 S _S S'
1Sd.7
I~o ~ ~ LET Z
-Z -010
6
..O
Io°io a
IL l0Z 5 `l~.
``bCLUZ _
serrn~ OF`r+zsejam 8 z
tFL
zz." Pri%\~u~Z- GIa*-*rD - -41
IN S't~Opl,f~
fltS~vRI3 `STt~s~. ft'It~E'rIS.
Lv C~70tiJ Sh-E'1'~-H
r
3
Vl
1
S t(L
S~~ k x
O
LoT I LuT Z J
(715 ) 423-01159 M00576
z ,
CST Signature Date Signed Telephone No. CST #
i. '
Parcel 002-1064-50-100 03/27/2007 09:31
PAGE 1 OF 1
F 1
Alt. Parcel 26.29.16.394B-10 002 - TOWN OF BALDWIN
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 - ALBRIGHTSON, KEITH R & JUDY
KEITH R & JUDY ALBRIGHTSON
PO BOX 181
WOODVILLE WI 54028
Districts: SC = School SP = Special Property Address(es): * = Primary
Type Dist # Description * 2518 HWY 12
SC 0231 BALDWIN-WOODVILLE AREA
SP 1700 WITC
Legal Description: Acres: 5.640 Plat: 3480-CSM 12/3480
SEC 26 T29N R16W PT SW SW BEING LOT 2 Block/Condo Bldg: LOT 2
CSM 12/3480 (1.630AC) & INC E 240.40FT
OF S 1226.95FT (4.01AC) Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4)
26-29N-16W SW SW
Notes: Parcel History:
Date Doc # Vol/Page Type
05/21/1999 603534 1428/144 AFF
05/21/1999 603533 1428/143 QC
05/21/1999 603532 1428/142 QC
04/05/1999 600635 1416/148 WD
2007 SUMMARY Bill Fair Market Value: Assessed with:
0
Valuations: Last Changed: 10/25/2006
Description Class Acres Land Improve Total State Reason
COMMERCIAL G2 3.000 4,400 0 4,400 NO
PRODUCTIVE FORST LANDS G6 2.640 5,100 0 5,100 NO
Totals for 2007:
General Property 5.640 9,500 0 9,500
Woodland 0.000 0 0
Totals for 2006:
General Property 5.640 9,500 0 9,500
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: 04/17/2001 Batch PRGRM
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
N
r
U k F1LEp
JUL 0 f:. q JUL 0 2 1998 ►
6 KATHLEENH. WqL
Sg2318 St. cROlx COUNTY Reg'Ste' Beds
SURVEYOR'S RECORD SL Croix GO.,
h7
CERTIFIED- SURVEY MAP Q s
Located in part of the Southwest Quarter of the Southwest Quarter of Section 26, Township 29 No
Range 16 West, Town of Baldwin, St. Croix County, Wisconsin.
Prepared for and at the request of:
Keith Albrightson 3
Keith Albrightson Trucking an4L4xmating kK. s 86'05'42" Ei W -11 111 Church
Woodville, WI 54028 o L O T 2 66.09' 1 Ix\ o
00
OWNER: ► Vl~ N 00'51'16" E~ NM
Ada McGraw 33.05'
2516 Highway 12 PRO?OSED
Woodville, WI 54028 pR~!/E ,
l a '`I 5-W-
Drafted by. Kristi A. Eylandt R. W EASEMENT
FOR LOT 1
LINE DIRECTION DISTANCE C., R~ it
L1 N 00'51 16 E 100.16 N 86'05'42"
66.09 -
LOT 2:
TOTAL AREA: f ,at y..rcf.cf JOINT DRIVEWAY EASEMENT DETAIL
70,912 SQ. FT. NOT TO SCALE
1.63 ACRES appi;-V 61 dirt*
AREA EXCLUDING R.O.W.: vorcvm shall be
r'iN>fED LANDS
68,467 SQ. FT.
1.57 ACRES ----5 85.55'10" E
495.79 _
JOINT DRIVEWAY NOTES: ----345.55----
I
1) DRIVEWAY EASEMENT -150.24
33' FROM R.O.W. I i l l W
2) PROPOSED JOINT i L O T' 3
DRIVEWAY TO BE I 1 I I L'- U)
00 Qj
BUILT TO COUNTY I I TOTAL AREA: co
I L of
STANDARDS I 190 8- 6- °N° L p T
Z
I
SQ. FT. d z l
°0 i 4.38 ACRES I J L` J1
1
N 2 p
AREA EXCLUDING R.O. W,; ~ Q 01
cni 175,297 w W ►-I
of ~i SQ. FT. a1
ZI W 00) 4.02 ACRES a
QI . I 1(p ZI
.,5 L5 ° 3
01 I
ip
~¢l S I Z 004
00
iii z .......9'1" /NG SETBACK Z
I o
Z 0 SEE DETAIL FOR
N l v1 JOINT DRIVEWAY
co I 1 i ~
U-i I i x o 1 33' EASEMENT
1 U-)
N 86'0 4'29 6 W _ 495.70'-_ _ - L1 ROW
W
~HWY 12
429.68----_
--N 85' 36_94-~ II _
- - 66 0' :_----1335.28'
- - - - 5510 W _ 495.78'--___--
S 8555'10' - - - - - - 12 `
E 2670. ~2
56'------- HWY
SOUTH L/NE OF THE SOUTH
SOUTHWEST CORNER WEST 114 R. O. W
SEC. 26-29-16 (f- HWY 12 SOUTH 114 CORNER
(PK NAIL FROM CO. T/ES) s. G W y 1 2 SEC. 26-29-16
UNPLATTEI LANDS (FND PK NA/L)
NOTE: The parcel(s) shown on this map is/are subject to State, County and 0~
Township laws, rules and regulations ( i.e. wetlands, minimum lot size, access
to parcel, etc.). Before purchasing or developing any parcel, contact the St. of j/ 9
Croix County Zoning Office and the appropriate Town Board for advice. MOWM F
(LEGEND: ~ IOHNSON
County Section Corner Monument AIR0-111286
Y r
of Record WI8 Y
• Set 1" x 24" Iron Pipe weighing a Q.
a minimum of 1.13 pounds per s#fr < ,y0
linear foot. E
R 44
-x-x-x-Fence Line
099"1044
JOB #97088 150 0 150 I I V
Prepared by: N0~ TH
P & E GRAPHIC SCALE «
LAND SURVEYING & CIVIL ENGINEERING SCALE IN FEET: 1 inch = 150 feet
Phone No. (715) 246-4319 BEARINGS ARE REFERENCED TO THE SOUTH LINE OF TH~
109 East Third Street, P.O. Box 325 SW 1 /4 OF SECTION 26 TOWNSHIP 29 N., RANGE 16 W.
New Richmond, WI 54017 WHICH IS ASSUMED TO BEAR S 85'55'10" E.
Sheet 1 of 2 '
9 Vol.12 Page 3480