HomeMy WebLinkAbout030-2015-40-000
SOIL AND SITE EVALUATI ORT Page 1 of 3
Wiscanm Department of Industry, P,-
Lairr and Human Relations
Division of Safety & Buildings in accord with ILHR 83.O rSla~ 'A~Jnr' Code' COUNTY
St.,CRoix
Attach complete site plan on paper not less than 8 1/2 x 11 inches in sizb Plan must~601.Qde,bldt ppRCEL LD. #
not limited to vertical and horizontal reference point (BM), direction and!% of slope scale or II 3D- a 15 lo,000,
dimensioned, north arrow, and location and distance to nearest road. { M I WE BY DATE
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION t
PROPERTY OWNER: PRTION
s 60V LOT... s \ ~ 1/4,S 36 T 30 N,R 19 Ejor) W
PROPERTY OWNERS MAILING ADDRESS # B4QCK ~ D. NAME OR CSM #
12461 Arcola Tr. 13` csm
CITY, STATE ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE 0CWN AREST ROAD
( ) St. Joseph Willow River Dr.
STillwater MN. 55082
[xl New Construction Use [:4 Residential / Number of bedrooms 4 [ [ Addition to existing building
[ I Replacement [ I Public or commercial describe
Code derived daily flow 600 gpd Recommended design loading rate .7 bed, gpd/ft2 .8 trench, gpd/ft2
Absorption area required 858 bed, ft2 750 trench, ft2 Maximum design loading rate _ _7_bed, gpd/0.8 trench, gpd/ft2
Recommended infiltration surface elevation(s) 92.80 ft (as referred to site plan benchmark)
Additional design / site considerations trenches spaced to code 3.25, below surface grade
Parent material outwash Flood plain elevation, if applicable na ft
S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK
U= Unsuitable fors stem B S ❑ U [31S ❑ U [IS ❑ U g' ❑ U RIS ❑ U ❑ S ® U
t a
SOIL DESCRIPTION REPORT ({C
G P D/ft
1 Depth Dominant Color Mottles Texture Structure Consistence Boundary Root Bed Trench
Boring # Horizon in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 0-8 10yr3/3 none 1 2msbk mfr gw 2m
2 8-24 10yr4/4 none scil lcsbk mfr gw lm .2 .3
Ground 3 24-50 7.5yr4/4 none ms Osg ml gw if .7 .8
elev. l na na .7 .8
95.81ft. 4 0-84 7.5ry4/6 none co s Osg MI.
Depth to r
limiting
factor L°
+84"
Remarks:
Boring # w 2f .5 .6
1 0-12 10yr3/3 none 1 2msbk mfr g
2 12-38 10yr4/4 none scil lcsbk mfr i if •2 •3
3 38-49 7.5yr4/4 none is Osg mvfr gw na .7 .8
Ground mvfr na na .7 .8
elev. 4 49-84 7.5yr4/4 none ms Osg
96.3 ft.
Depth to
limiting
factor y :~l - -
_V
Remarks:
CST Name:--Please Print Gary L. Steel Phone: 715-246-6200
Address: 1554 200th. Av New Ric mon W154017
CST Number: m02298
Date: 4-24-99
Signature: -
PROPERTY OWNER John Leys SOIL DESCRIPTION REPORT ,
Page_ 2 Hof _ ~ 3 .
PARCEL I.D. #_.Q o7o /s - 1-4a ~ooa
Boring # Horizon Depth Dominant Color Mottles Structure jBed
in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence BRoots
3, 1 0-12 10yr4/3 none si 2mgr mvfr cs 2f 2 12-30 7.5ry4/6 none is Osg mvfr gw if Ground 3 30-84 7.5yr4/6
none ms Osg
elev. ml na na 94.4 ft.
Depth to
limiting
factor .L
Remarks:
Boring #
1 0-16 10yr4/3 none scl 2msbk mfr gw 2f .4 .5
4 2 16-24 10yr4/4 none is Osg mvfr gw if .7 .8
3 24-84 7.5yr4/4 none ms Osg ml na na .7 .8
Ground
elev.
92.1 ft.
Depth to
limiting -
factor
+841,
Remarks:
Boring #
1 0-9 10yr4/3 none sl 2m sbk mfr cs 2f .5 ].8
L 5 2 9-27 7.5yr4/6 none is Osg mvfr
gw 1f .7
3 27-80 7.5yr4/6 none ms Osg mvfr na na .7' .8
Ground
elev.
93.0 ft.
Depth to
limiting
factor
+80"
LILL
Remarks:
Boring #
Ground
elev.
ft. j
Depth to
limiting
factor
Remarks:
SBD-8330(8.05/92)
STEEL'S SOIL SERVICE
Gary L. Steel John Les 1554 200th Ave.
CSTM2298 SE4SW4 S36-T30N-R19W New Richmond, WI 54017
MPRSW-3254 town of St. Joseph (715) 246-6200
lot #13-csm
This soil evaluation was conducted to satisfy a zoning requirement, it may or may
not be suitable for your use. The location of the test may or may not be as shown
as permanent lot lines were not established at the time the test was conducted.
N w ~1k 0 to 1<I 19G~ Q Q
1"=40'
BM.= top of 1" pvc pipe by SE lot corner C el. 100.00,
Alt. Bm.= nail in Boxelder tree C el. 98.20,
z
0115
4
(9 z~
Gary L. Steel
4-24-99
Parcel 030-2015-40-000 05/15/2007 03:25
PAGE 1 OF 1
F 1
Alt. Parcel 36.30.19.415A 030 - TOWN OF SAINT JOSEPH
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 - ANDERSON, DAVID F & CAROL M
DAVID F & CAROL M ANDERSON
828 CTY RD E
HUDSON WI 54016
Districts: SC = School SP = Special Property Address(es): Primary
Type Dist # Description
SC 211
u
SP 1700 WITC HUDSON ~ C l1'A nt f-twA'
Legal Description: Acres: 3.010 Plat: 3663-CSM 13/3663
SEC 36 T30N R19W SW SE S W FORMERLY PT Block/Condo Bldg: LOT 13
OF LOT 7 OF CSM 9/2674 N LOT 13 SM
13/3663 Tract(s): (Sec-Twn-Rng 401/4 1601/4)
36-30N-19W
Notes: Parcel History:
Date Doc # Vol/Page Type
08/19/2003 736385 2380/48 WD
11/10/1999 613661 1470/13 LC
1037/501 QC
1020/322 QC
2007 SUMMARY Bill Fair Market Value: Assessed with:
0
Valuations: Last Changed: 07/09/2004
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 3.010 65,300 0 65,300 NO
Totals for 2007:
General Property 3.010 65,300 0 65,300
Woodland 0.000 0 0
Totals for 2006:
General Property 3.010 65,300 0 65,300
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: 12/04/1998 Batch PRGRM
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
I r
E
01 41999 4
64 AUG 3 0
_ SURVEYOR'S RECORD
CERTIFIED SUR VEY MAP
Located in the SW '/4 of the SE'/4 and the SE'/4 of the SW '/4 of Section 36, T30N,
R19W, Town of St. Joseph, St. Croix County, Wisconsin, being Lot seven ( 7 ) of that
Certified Survey Map filed in Volume 9, Page 2674 as Document No. 504458 in the St.
Croix County Register of Deeds.
OWNER / SUBDIVIDER: JOHN LEYS
'
NOTE: for curve 12461 ARCOLA TR. 1401
information see sheet 2 of 2. STILLWATER, MN. 55082 0i roe
. Ni V~ '
U-'LOT 1 I LOT 2 LOT 3 I LOT 4
O I
~ CERTIFIED SURVEY MAP
Opi
F-•i~j~~ VOLUME 4t PAGE 1114._
- - - - - - - - - - - -I--- _ - - - - -
/ WILLOW-RIVER - (R 995.59') - - DRIVE
- N 89° 25' 10"E 995.65' S 78° 11 5_
Q2 347.18 389. 25877
1
LO (R S7 239
'55-E Cj
W 100' o~~ ROADWAY SE ACK c`~ LINE 117-4Z'
~ 72.4 kS . ~ • ~C
S89° 0 cn
OT 75 ;0 y
t~O` It,
(R N8~00'53"E w LOT 73 LOT 14 w co
72'26) 106 131,137 SQUARE FEET 131,256 SQUARE FEET 131,109 SQUARE FEET
o r~ d <n " ~
o _ ,n (3.01 ACRES) (3.01 ACRES) (3.01 ACRES) OF
Z ✓389.70 `Tll1 l,Q 365.45
377.81
S 89° 01' 05" W 1,132.96
N ~
(R N8"0'53"E 1132.88')
LOT 12 OF CERTIFIED SURVEY MAP
VOLUME 11 PAGE 3134_ w
APPROXIMATE
NORTH-SOUTH
1/4 SECTION LINE
0
Z
N
Scale 1" = 200'
SCALE IN FEET 1" = 200,
0' 50' 100' 200' 400' 600' SOUTH LINE OF THE SE 1/4 OF SECTION 36
S1/4 CORNER OF SECTION 36 N89P223'45"E 2601.38' SE CORNER OF SECTION 36,
T30N, R19W (ALUM. MONUMENT) T30N, R19W (ALUM. MONUMENT)
Bearings referencedtothe South line of the SE 1/4 of
Section 36, previously recorded as and assumed to be
LEGEND N89°23'45"E.
Indicates section corner monument.
( as noted)
%
• Indicates 1" iron pipe found. *
Indicates 1" X 24" iron pipe
weighing 1.651bs. / lin. ft. set.
t Stu ~
( R 995.5) Indicates previously recorded
information. PREPARED BY:
• .,y'
GRANBERG SURVEYING D r
1239 C.T.H. «E>,
NEW RICHMOND, WI. 54017 i I ZZ
PHONE ( 715 ) 246-7529 "I
JOB NO. 99-016 '
THIS INSTRUMENT DRAFTED BY: JOSEPH W. GRANBERG. SHEET 1 OF 2
Vol. 13 Page 3663
an
504458
o This instrument drafted by Fran Bleskacek Proj. No. 78-85-192
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the SW} of Section 36 :5 m
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v' + N00°31' 2711W 520.56' (t
10, ± ~
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SW of Section 36
y SF. of Section 36
On ti
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o
v s
ti
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S11° N .ua SI r psrrW - u"', L ~
301.511 { AUG 2 193.
(Se L?1VE C
MATCH Z JAMES 0-
(See
e Sheet 1) Re9iscer cf Deeds
Vol. 9 Page 2674 S, Croix Co., w)