HomeMy WebLinkAbout026-1064-40-300
Wisconsin Department of Industry, SOIL AND SITE EVALUATION R E P O R T Page 1 of 3
(Labor and Human Relations
D' 'ion f S fety & Bui i s y .0,
yy~~ ord with ILHR 83.05, Wis. Qdm. Code /2
n
71W ✓ ~ r 9 g 4 then ) ~~rrk COUNTY
Attach complete site plan on paper not less than 8 1/2 1 inc e~ ize. Plan mus 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. 026-1064-40-9G9__
APPLICANT INFORMATION-PLEASE P %t.. ATION R VIEWED BY DATE
/59
PROPERTY OWNER: PROPERTY LOCATION
David Waldroff' GOVT. LOT NW 1/4 SW 1/4,S 21 T 30 ,N,R 18 xk(or) W
PROPERTY OWNER':S MAILING ADDRES LOT # BLOCK # SUBD. NAME OR CSM #
d9 3 na csm 3 3 71
398 River Rd. _
1
CITY, STATE ZI ft0 E P N N M []CITY []VILLAGE MOWN NEAREST ROAD ~~36
Hudson, WI. 54016 n ¢ 01 Richmond 112th. st.
[x] New Construction Use [x ] Resi }ia Numtte Ft ropm§ , i 4 [ ]Addition to existing building
r_ie7ci~alttfes~f'
j ] Replacement [ ] Public o
Code derived daily flow 600 gpd ecommended design loading rate .7 bed, gpd/ft2 .8 trench, gpd1ft2
Absorption area required 858 bed, ft2 750 trench, ft2 Maximum design loading rate .7 bed, gpd/ft2 .8 trench, gpd/ft2
Recommended infiltration surface elevation(s) 96.40 trenches ft (as referred to site plan benchmark)
Additional design/ site considerations trenches spaced to code 4.0' below surface el.
Parent material outwash Flood plain elevation, if applicable na ft
S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE 7SYSTEM IN FILL HOLDING TANK
U = Unsuitable fors stem ®S ❑ U ® S ❑ U ® S El U ® S El U ®S ❑ U 13 S CRU
SOIL DESCRIPTION REPORT
Depth Dominant Color Mottles Structure GPD/ft
Horizon Texture Consistence Boundary Roots
Boring # in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
1 0-7 10yr2/2 none 1 lcsbk mfr gw 1f .4 .5
2 7-15 10yr4/4 none sicl lcsb mfr cs if .2 I .3
Ground 3 15-28 7.5yr4/4 none ms Osg M1 9W na .7 .8
1le.4ft. 4 28-34 10yr5/4 c2p 7.5yr5/8 sil M na gw na np .2
Depth to 5 34-84 7.5yr4/6 none ms Osg ml na na .7 I .8
limiting
factor
+84" ya
v
Remarks:
Boring #
1 0-10 10yr3/3 none 1 lcsbk mfr cs if .4 .5
2 10-15 10yr4/4 none sicl lcsbk mfr cs if .2 .3
3 15-34 7.5yr4/4 none ms Osg m1 gw na .7 .8
Ground
elev. 4 134-41 10yr5/4 c2p 7.5yr5/8 sil M na gw na np .2
100.4ft.
5 41-84 7.5yr4/6 none co s Osg ml na na .7 .8
Depth to
limiting
factor y
4 ~
Remarks:
CST Name:--Please Print Gary L. Steel Phone: 715-246-6200
Address: 1554 200th. Av New Richmorkd, WI 54017
Signature: Date: 4-28-99 CST Number: m02298
PROPERTY OWNER David Waldroff SOIL DESCRIPTION REPORT Page 2 of 3
PARCEL I.D. # 026-1064-40-000 -
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Bou day Roots GPD/ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
1 0-9 10yr3/3 none 1 lcsbk mfr cs if .4 .5
3
2 9-19 10yr4/4 none sicl lcsbk mfr cs if .2 .3
Ground 3 19-30 7.5 r4/4 none ms Os ml 9w na .7 .8
elev.
98.7 ft. 4 30-38 10yr5/4 c2p 7.5yr5/8 sil M na gw na np .2
Depth to 5 38-84 7.5ry4/4 none co s Osg ml na na .7 .8
limiting
factor
+84"
Remarks:
Boring #
1 0-8 10yr3/3 none 1 lcsbk mfr cs if .4 .5
2 8-16 7.5yr4/4 none sl lcsbk mfr gw if .4 .5
3 16-40 7.5yr4/4 none ms Osg ml gw na .7 .8
Ground
elev. 4 40-48 10yr5/4 c2p 7.5yr5/8 sil M na gw na np .2
96. L ft. -
5 48-84 7.5yr4/6 none ms Osg ml na na .7 .8
Depth to -
limiting
factor
+84"
Remarks:
Boring #
1 0-10 10yr3/3 none 1 lcsbk mfr gw if .4 .5
'....5..,<» 2 10-28 7.5yr4/4 none sl lcsbk mfr gw if .4 .5
3 28-40 7.5yr4/4 none ms Osg ml gw na .7 .8
Ground
elev. 4 40-45 10yr5/4 c2p 7.5yr5/8 sil M na 9w na np .2
96.1 ft.
5 45-84 7.5yr4/6 none ms Osg ml na na .7 .8
Depth to
limiting
factor
8411
Remarks:
Boring #
OEM
Ground
elev.
I ft.
Depth to
limiting
factor
Remarks:
SBD 8330(8.05/92)
f
STEEL'S SOIL SERVICE
Gary L. Steel David Waldroff 1554 200th Ave.
CSTM2298 NW4SW4 S21-T30N-R18W New Richmond, WI 54017
MPRSW-3254 lot #3-csm (715) 246-6200
town of Richmond
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
111=top of 1" steel pipe by NE lot corner C el. 100.00'
Alt. BM.= top of 1' steel pipe @ el. 93.00'
-2-
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4q
AC 6
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5
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5
DIO
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Gary L. Steel
4-28-99
/ 4 ,
i
THIS INSTRUMENT DRAFTED BY MICHAEL ERICKSON JOB NM 99-43 DATEo 8/23/99
y
a B IEAR NGS ARE REFERENCED TO -4 ~v d n
r1 EAST - VEST 1/4 LINE OF SECTION 21. t
ASSUMED -TO BEAR f 89'36-37-E S it
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its sum •
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V9103 Page 3717