HomeMy WebLinkAbout030-1031-10-000
WiscWsin-pepartment of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3
Lobo- Zind Human 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. _/6
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION , REV ED DATE 447
PROPERTY OWNER: PROPERTY LOCA I N
Orville B. Schettle GOVT. LOT NVI 1/4 NF 1i4,S 81 29 N,R 19 f(or) W
PROPERTY OWNER':S MAILING ADDRESS LOT # BLOCK # SUBD. N CSM #
1364 Hy. #35 1 n/a n `Z o? 631
CITY, STATE ZIP CODE PHONE NUMBER []CITY []VILLAGE QJOWN NEAR ST ROAD
Houlton, Iff. 54082 (175) 549-6491 Nelson Farm Rd.
ki New Construction Use [xkResidential / Number of bedrooms 3 [ ] Addition to existing building
j ] Replacement I ] Public or commercial describe
gpd Recommended design loading rate • 7 bed, gpd/ft2.8 trench, gpd/
Code derived daily flow 450
Absorption area required 643 bed, ft2 563 trench, ft2 Maximum design loading rate . 7 bed, gpd/ft2 .8 trench, gpd/ft2 S S
Recommended infiltration surface elevation(s) 97.60 ft (as referred to site plan benchmark)
Additional design / site considerations n/a
Parent material outwash Flood plain elevation, if applicable n/a ft
S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK
U = Unsuitable fors stem as ❑ U CM ❑ U a6 El U as El U ❑ S ~U ❑ S U
SOIL DESCRIPTION REPORT
T/~ ~1. ~ptE~J
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 1 0-12 10 r3/3 none L. 2/m/sblc mvf_r /w 2/ml .5 .6
2 12-39 10yr4/4 none 2/m/sbk mfr F'r/w 1/f .5 .6
Ground 3 9-86 10yr4/4 none cO.s. 0/sg m]_ n/a /a
elev.
101.60t. e 26b
Depth to
limiting
factor '1-o
Eta
y
Remarks:
Boring #
1 0-11 10yr3/3 none L. 2/m/gr mvfr g/w 2/m .5 .6
>2 2 11-34 10yr4/4 none si 2/m/sbk mfr g/w 1/f .5 .6
3 34-84 10yr4/4 none co.s. O/sg m-1 na/ /a .7 .8
Ground
elev. Cry r e
101.40t. f
Depth to r
limiting , 0
factor C=~
>84 Remarks:
CST Name:-Please Print Phone:
Steel Gary L_ Address: , Z i
w
Signature: Date' CST Number:
5-27-93 2298
PROPERTYOWNER Orville Schettle SOIL DESCRIPTION REPORT Page 2, 11
PARCEL I.D. #
Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft
Boring # Horizon in. Munsell Gu. Sz. Cont Color Gr. Sz. Sh. Bed Tw&
J 0-8 10yr3/3 none L. 2/m/gr mvfr g/w 2/f_ .5 .6
3
< 2 8-24 10yrl,/4 none sil 2/n/gr mfr g/w 1/f .5 .6
Ground 3 24-36 10yr4/4 none ls. 0/sg mvf_r g/w 1/f .7 .8
elev.
100.60ft. 1~ 36-82 10yr4/4 none co.s. 0/sg ml n/a n/a .7 .8
Depth to
limiting
factor
>82
Remarks:
Boring # 1 0-12 10yr3/3 none L. 2/m/gr mvf-r g/w 2/f 5
• 6
.:4 2 12-18 7.5yr4/1t none scl 1/f/gr mfr g/w 1/f .2 .3
3 18-29 10yr4/4 none ls. 0/sg ml g/w 1/f .7 .8
Ground
elev. 4 29-52 10yr4/4 none co.s. 0/Sg ml g/w na/ .7 .8
99.80 ft.
5 52-87 10yr4/4 none fs. 0/sg mfr na/ na/ .5 .6
Depth to
limiting
factor
>87"
Remarks:
Boring #
1 0-9 10yr3/3 none L. 2/m/gr mfr g/w 2/f .5 .6
5 2 9-26 10yr4/4 none sil. 2/m/shk mfr g/w 1/f. .5 .6
" 3 26-34 10yr4/4 none ls. 0/sg mvfr g/w 1/f .5 .6
Ground
elev. 4 34-,910yr4/4 none co.s. 0/sg ml n/a n/a .7 .8
100.00 ft.
Depth to
limiting
factor
„
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
SBD-8330(8.05/92)
1
STEEL'S SOIL SERVICE 155A 2-004H
Gary L. Steel u
C.S.T. 2298 Orville B. Schett]_e New Richmond, WI 54017
MPRSW-3254 IR-A-,TdE S8-T291?-Rl911 (715) 246-6200
town of St. Joseph
wti lot #1
10014-
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05/09/2007 10:46 AM
Parcel 030-1031-10-000
PAGE 1 OF 1
Alt. Parcel 08.29.19.111A 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
ORVILLE B SCHETTLE O - SCHETTLE, ORVILLE B
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: 5.640 Plat: N/A-NOT AVAILABLE
SEC 8 T29N R1 9W PT NW NE BEING LOT 1 OF Block/Condo Bldg:
CSM 9/2631 5.64 ACRES
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
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
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 5.640 96,200 0 96,200 NO
Totals for 2007:
General Property 5.640 96,200 0 96,200
Woodland 0.000 0 0
Totals for 2006:
General Property 5.640 96,200 0 96,200
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
le lee
~j' .l~~J, ~~cf~/dI' ..!'•y2.Ci ~i' -!rti ~f"`:+~ ~~7rC~ i'/ ~✓'?r~Z7
ILED
ON
tea" JUN2 21993®
501141
JAMES O'CONNELL
Register of Deeds
CERTIFIED SURVEY MAP
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 N00°16135"E, 0.15' from computed position.
B Iron pipe is S45°59109"E, 0.221 from computed position.
C Iron pipe is N85005137"E, 0.291 from computed position. Bearings are referenced to the
D Iron pipe is N8602012911E, 0.13' from computed position. North Line of the NE} of Section
8, assumed to bear N8905210011E.
"t o (N00 42'10"E 566.00')
i z NORTH -SOUTH %4 LINE OF SECTION 8
co M
soo°2x'16"w N00°29'16"E 565.85 "
4674.34 "
291.57' ~Z
NA
N ~O M
n 2
D 2M PQ 72- C_')
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z S05 31'50' D N
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This instrument drafted by Ed Flanum Job No. 92-66 2
WLUME 9 PAGE 2631 C
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