HomeMy WebLinkAbout030-1031-10-100
Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3
16-abor-arw-4Human Relations
Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code
COUNTY
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but St. Croix
not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. #
dimensioned, north arrow, and location and distance to nearest road. V I o -
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVIE BY DATE
PROPERTY OWNER: PROPERTY LOCATION
Orville B. Schettle GOVT. LOT pjTj 1/4NE, 1/4,S 8 T g N,R1g )(or) W
PROPERTY OWNER':S MAILING ADDRESS LQT # BLOPK # SU E CSM # G
1364 Hy. #35 7 n ,(a a 97-2
CITY, STATE ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE ME MN NEAREST ROAD
Houlton, WI. 54082 (715)549-6491 west part St. Joseph Nelson Farm Rd.
[x] New Construction Use [)d Residential / Number of bedrooms 3 [ ] Addition to existing building
j ] Replacement [ ] Public or commercial describe
Code derived daily flow 450 gpd Recommended design loading rate • 5 bed, gpd/ft2.6 trench, gpd/ft2
Absorption area required 900 bed, ft2 750 trench, ft2 Maximum design loading rate • 5 bed, gpd/ft2.6 trench, gpd/ft2
Recommended infiltration surface elevation(s) 96.30 (as referred to site plan benchmark)
Additional design / site considerations n/a
Parent material outwash lood plain elevation, if applicable n/a ft
S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE 1 7 AT-GRADE TSYSTEM IN FILL HOLDING TANK
U = Unsuitable fors stem 0 S ❑ U CAS ❑ U M ❑ U ]US ❑ U l S faU El S iU
SOIL DESCRIPTION REPORT
Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft
Boring # Horizon in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
€ 1 0-6 10 r4/2 none L. 2/m/gr mfr G/w 2/f .5 .6
2 6-21 10yr4/4 none sil. 2/m/sbk nfr g/w 1/17 .5 .6
Ground 3 21-36 10yr4/4 none Ifs. 0/sg mfr g/w 1/f .5 .6
elev.
100.50ft. 4 36-8 Oyr5/4 none cO.s. y0/sg ml n/a n/a .7 .8
Depth to
limiting
factor -SS41 _ d •
>86"
Remarks: 6 S' h 2_~' 2v Ski fh
Boring # 61
1 0-6 10yr4/2 none L. 2/m/gr mfr g/w 2/f .5 .6
U2 6-16 10yr4/4 none sil. 1/f/sbk mfr g/w 1/f .2 .3
3 16-33 10yr4/4 none sicl. 2/m/sbk mfr g/w 1/f .4 ~.5
Ground
elev. 4 33-82 10yr4/4 _ O/sg mvfr n/a n/a .5 1.6
99.50 ft.
Depth to
limiting c:)
factor -L T- -I
- >82'
Remarks: cA.
CST Name:-Please Print r Phone:
Gar L. Steel 715-246-6200
Address: 1554 2 th. Ave., New Richmond, wi. 54017
Signature: Date: CST Number:
5-27-93 229
PROPERTYOWNER Orville B. Schettle SOIL DESCRIPTION REPORT Paget 2 of 3
PARCEL I.D. #
Depth Dominant Color Mottles Texture Structure Consistence Roots GPD/ft Bound3y Boring # Horizon in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh.
Bed Trench
1 4/2_. none L. 2/m/gr mvfr g/w 2/f .5 .6
1 0-1.2
Oy g g/w 1/f .2 .3
2 12-29 1 r4/4 none scl. 1/f/ r mfr
Ground 3 2.9-48 r4/4 none sil. ]./f/ r mfr or 1/f 2 .3
10e10.3 ft. It 48-89 10yr4/4 none ls. 0./sg mvfr n/a na/ .5 .6
Depth to
limiting
factor
Remarks:
Boring # 1 0-26 10yr4/2 none L. 2/~6/gr mvf..r g/w 2/f .5 s.6
'4 « 2 26-46 10yr4/4 none sl, 2/m/shk mfr g/w 1/f .5 .6
3 46-i;. 10yr4/4 none co.s. 0/sg ml n/a n/a .7 .8
Ground
elev.
100. it.
Depth to
limiting
>80"
Remarks:
Boring #
1 0-10 10yr4/2 none L. 2/m/gr mvf_r g/w 2/f.. .5 .h
2 10-20 10yr4/4 none scl I/b/gr mfr /w 1/f .2 .3
3 20-42 10yr4/4 none sil. 1/f/gr mfr g/w 1/f .2 '.3
Ground
elev. 4 /,2.-32 10yr4/4 none co.s. 0/sg m]_ n/a n/a .7 .8
99.7 ft.
Depth to
limiting
factor
>82_
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
SBD-8330(8.05/92)
STEEL'S SOIL SERVICE
1554 28ati t . Me.
Gary L. Steel
C.S.T. 2298 Orville E. Schettle New Richmond, WI 54017
MPRSW-3254 S8-T29Z~-R1~3Td ~ (715) 246-6200
town of St. Joseph
lot #2 ~_VP 5ve
6✓ N tA
1 1
S VVV ,
oo
a
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i
J - Parcel 030-1031-10-100 05/09/2007 10:46 AM
PAGE 1 OF 1
Alt. Parcel 08.29.19.111A-10 030 - 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 - SCHETTLE, ORVILLE B
ORVILLE B SCHETTLE
1364 HWY 35
HOULTON WI 54082
Districts: SC = School SP = Special Property Address(es): Primary
Type Dist # Description
SC 2611 HUDSON
SP 1700 WITC
Legal Description: Acres: 5.000 Plat: N/A-NOT AVAILABLE
SEC 8 T29N R19W PT NW NE BEING LOT 2 OF Block/Condo Bldg:
CSM 9/2631 5 ACRES
Tract(s): (Sec-Twn-Rng 40 1 /4 160 1/4)
08-29N-19W
Notes: Parcel History:
Date Doc # Vol/Page Type
12/13/2005 814180 2943/120 TI
2007 SUMMARY Bill Fair Market Value: Assessed with:
0
Valuations: Last Changed: 07/07/2004
Total State Reason
Description Class Acres Land Improve
RESIDENTIAL G1 5.000 94,000 0 94,000 NO
Totals for 2007:
General Property 5.000 94,000 0 94,000
Woodland 0.000 0 0
Totals for 2006:
General Property 5.000 94,000 0 94,000
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
v
N
&A- f l.1 A`~d w% i~.~'Jcr/,~~~ G~✓C ilJ~~/ /Go /0 ////r'
(JAMES ~pr~
N2 21993®
501141 O'cONNELL
ster of Deeds
W., VVI
CERTIFIED SURVEY MAP -j
Located in part of the NW; of the NE4 of Section 8, T29N, R19W, Town of
St. Joseph, St. Croix County, Wisconsin.
NOTES:
A Iron pipe is N00016I3511E, 0.15' from computed position.
B Iron pipe is S45059'09"E, 0.22' from computed position.
C Iron pipe is N85005137"E, 0.29' from computed position. Bearings are referenced to the
D Iron pipe is N8602012911E, 0.13' from computed position. North Line of the NEJ of Section
8, assumed to bear N89052100"E.
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This instrument drafted by Ed Flanum Job No. 92-66 °z~
WLUME 9 PAGE 2631 CD