HomeMy WebLinkAbout010-1083-20-080
VW' ciidin Department of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3
La r and WK'uman :Aelations
Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code
COUNTY
St. CRoix
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but
not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. #
dimensioned, north arrow, and location and ' wt ge4,rest road. O 1 -10 8 3 - 2 0
RE Y DATE
APPLIC:ANT.INFORMATION-PL ,1~N-Y ALL INFQ,RMATION
PROPERTY OWNER: PROPERTY LOCATION
GOVT. LOT SE 1/4 SW 1/4,S34 T 30 N,R 16 2 (or) W
Paul R. Nelson
TY 0 ILING AD S OT BLOCK # SUBD. NAME OR CS # C vrs
12, Cr
400 S. Second St. ni na 4 a ~S
CITY, STATE ZIP CODE PPWNUMBER ❑VILLAGE (MOWN NEAREST ROAD
Hudson, WI. 54016 0~ ".r 7~`3~ 386-0257 f
[ ] New Construction Use [ Residential / Number of bedrooms 4 [ ] Addition to existing building
[K] Replacement [ ] Public or, commercial describe
Code derived daily flow 600 gpd Recommended design loading rate _.4 ed, gpd/ft _y5_trench, gpd/ft2
Absorption area required 500 bed, ft2 500 trench, ft2 Maximum design loading rate .4 bed, gpd/ft2_trench, gpd/ft2
Recommended infiltration surface elevation(s) 102.47' ft (as referred to site plan benchmark)
Additional design / site considerations System e1 eva ; on ha.-,Pd an rnntnrnr 1inP of el 100 8rl'
Parent material glacial drift Flood plain elevation, if applicable na ft
S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK
[31 U U = Unsuitable fors stem ❑ S Q Ll S C:] U ❑ S ®U ❑ S El ❑ S ] U ❑ S U
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 TwIch
1 0-10 10yr4/3 none sil 2msbk mfr w 2f .5 .6
2 10-16 7.5yr4/4 none sicl 2msbk mfr yw if .4 .5
Ground 3 16-38 7.5yr4/4 c2d 7.5yr5/6 sl 2csbk mfr yw if .5 .6
elev.
101.1 ft 4 38-55 5yr4/4 c2p 7.5yr5/8 scl M na na na np .2
.
Depth to
limiting
factor
Remarks:
Boring # 1 -9 10yr4/3 none sil 2msbk mfr cs 2f .5 .6
2 -15 10yr4/4 none sicl 2msbk mfr yw if .4 .5
3 15-24 5yr4/4 none scl 2csbk mfi yw if .4 .5
Ground
elev. 4 4-48 5yr4/4 c2p 7.5yr5/8 scl M na na na np .2
100- fit.
Depth to
limiting
factor
24"
Remarks:
CST Name:--Please Print Gary L. Steel Phone: 715-246-6200
Address: 1554 200th. Ave. New Richmond I 54017
Signature: - Date: 4_28-2000 CST Number: m02298
PROPERTY OWNER Paul R. Nelson SOIL DESCRIPTION REPORT r Page
w
PARCEL I.D.# 010-1083-20-000
Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft
Boring # Horizon in. Munsell Cu. Sz. Cont Color Gr. Sz. Sh. Bed Trench
1 0-10 10yr4/3 none sil 2msbk mfr gw 2f .5 .6
3
2 10-18 10yr4/4 none sic 2msbk mfr gw If .4 .5
Ground 3 18-40 5yr4/4 c2p 7.5yr5/8 sic 2msbk mfr na na .4 5
elev.
10 --oft.
Depth to
limiting
factor
18"
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
SBD-8330(8.05/92)
f
PROPEPIrYO+NNER PaLul R. Nelson SOIL DESCRIPTION REPORT page 2 + f 3
PARCEL I.D.#t 010-1083-20-000
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Bound3y Roots GPD/ft
Ein. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Tw&
1 0-10 10yr4/3 none sil 2msbk mfr gw 2f .5 .6
3<:~
2 10-18 10yr4/4 none sic 2msbk mfr 9w if .4 .5
Ground 3 18-40 5yr4/4 c2p 7.5yr5/8 sic 2msbk mfr na na .4 .5
' elev.
~I 101. pft.
Depth to
imiting
factor
8"
Remarks:
Boring #
II
I
Ground
elev.
ft.
Depth to
inviting
factor
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring #
h
Ground
elev.
ft.
Depth to
uniting
facia
Remarks:
SBD-8330(R.05/92)
r
STEEL'S SOIL SERVICE
Gary L. Steel Paul R. Nelson 1554 200th Ave.
CSTM2298 SE4SWq S34-T30N-R16W New Richmond, WI 54017
MPRSW-3254 town of Emerald (715) 246-6200
N
1"=40'
BM.= top of 1" pvc pipe @ el. 100.00'
Alt. BM.= staple in corner post 9 el. 94.30'
1
L3
~d
1V1ou?V
0 ,
6)c, j 4-0 C-f
rte,-..~
GAry L. Steel
4-28-2000
LEGAL ST. CROIX COUNTY, WISCONSIN NEW TXSCR02
REAL ESTATE TOWN OF EMERALD
COMPUTER NUMBER 010-1083-20-080 Parcel Number 34.30.16.508D
OWNER NAME: First KURT & ELIZABETH Last CHRISTENSEN
PROPERTY ADDRESS: Hse # 1/2 PD --Street Name-- Type SD Apartment
SECTION 34 TOWN 30N RANGE 16W '/4160 SW '/440 SE
Line Description Line Description
T
OTAL ACREAGE 8.520 PLAT CSM 17-4595 010-03 LOT03 BLK p
01 SEC34T30N PT 15
02 CSM 17-4595 R16 _LOT 3 E 6W
03 (8.52 AC) 17 4 0
04 18 7
05 19
06 20~
07 21
08 22 (lY~-
09 23
10 24
11 25
12 26
13 27
14 28
F1-General, F4-Prev. Parcel, F5-Next Parcel, F7-Valuations, F8-History, F10-Exit
ST. CROIX COUNTY
Plannino Zoninn P-4 r~Tmlttee
AUG 2 7 2003
If not recorded within W oays of
approval date approval shall be
CERTIFIED S'UT%VEV MAP
LOCATED IN THE SE1 /4 OF THE SWi /4
OF SECTION 349 T30N, R1 6W, TOWN OF
EMERALD
, ST. CROIX COUNTY,
WISCONSIN.
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753.04' { ° ► 527.39 4%
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I I G DRNEWAY SEE NOTE A 50002'52"W 1330.46' $z'
cn • - . -x.! X X-a . - . - . - NORTH -SOUTH 1/4 UN
M a N00°02'52"E 500.29
N88°0027"V1l 66.04' S00°02b2 W 5305.24'
g g N88 W27-W 66.04' UH PLa-UVCjD LaHg@ @ H[EFg) MV O VHRR@ N1/4 CORNER
z SECTION 34
M THIS INSTRUMENT DRAFTED BY EDWIN FLANUM JOB NO. 03-41 DATE: 7-21-03 SHEET 1 OF 2 SHEETS