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Wiscb in Department of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3
LaboAgid 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 0~ G Z 7' -~1
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION RF~IMe,( DATE
G y9 ~P 9
PROPERTY OWNER: PROPERTY LOCATION
ruction Inc. GOVT. LOT NW 1/4 NW 1/4,S 26 T 30 N,R 18 1(or) W
PROPERTY OWNER':S MAILING ADDRESS LOT # BLOCK # SUBD. NAME OR CSM #
1505 Hy. #65 1 na Der--r i '
CITY, STATE ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE 99OWN NEAREST ROAD
Ave
d
New Richmond, WI. 54017 (715)246-2320 Richmond 140th. g.
[ New Construction Use [x] Residential/ Number of bedrooms 4 [ ] Addition to existing building
j ] Replacement [ ] Public or commercial describe
Code derived daily flow 600 gpd Recommended design loading rate .4 bed, gpd/ft2 .5 trench, gpd/ft2
Absorption area required 500 bed, ft2 500 trench, ft2 Maximum design loading rate .4 bed, gpd/ft2 .5 trench, gpd/ft2
Recommended infiltration surface elevation(s) 96.40 ft (as referred to site plan benchmark)
Additional design / site considerations system e1 based on on our 1 i n L-- of e1 95.40 1
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
U = Unsuitable for s stem ❑ S [2U ® S ❑ U ❑ S EkU ®S ❑ U ❑ S 11 U ❑ S Z 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 Trerldl
1 0-10 10yr2/2 none 1 2msbk mfr gw 2f .5 .6
`'.1.. 2 10-20 10yr4/4 none sicl 2msbk mfr gw if .4 i .5
Ground 3 20-48 7.5yr4/4 none sl lcsbk mfr gw if .4 .5
elev. 4 48-68 5yr4/4 c2d 7.5yr5/6 scl M na na na np .2
95.7 ft.
Depth to
limiting
factor
481,
Remarks:
Boring #
1 0-9 10 r2 2 none 1 2msbk mfr w 2f .5 ! .6
2 9-23 10yr4/4 none scil 2msbk mfr gw if .4 .5
3 23-48 7.5yr4/4 none sl lcsbk mfr gw if .4 .5
Ground
elev. 4 48-65 5yr4/4 12d 7.5yr5/6 scl M np .2
9-5, 7 ft.
S
Depth to ~ Air~_
2
limiting 666, 01S
factor
48" '
Remarks:
CST Name:--Please Print Gary L. Steel Phone: 715-24 - '
Address: 1554 200th. *qv New Ric on I 54017
Signature: Date: 5-14 CST Number: m02298
-
PROPERTYOWNER Derrick Const., Inc. SOIL DESCRIPTION REPORT Paget 3_
PARCEL I.D. # 1
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Bourbary Roots GPD/ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
1 0-10 10yr2/2 none 1 2msbk mfr gw 2f .5 .6
'`'."'2 10-2 10yr44/ none scil 2msbk mfr gw if .4 .5
Ground 3 20-4 7.5yr4/4 none sl lcsbk mfr gw if .4 .5
elev.
94.0 ft. 4 46-6 5yr4/4 none scl M na na na np .2
Depth to
limiting
factor
461,
Remarks:
Boring #
Ground
elev.
ft. -
Depth to
limiting
factor
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring #
Ground
elev. i
ft.
i
Depth to
limiting
factor
Remarks:
SBD-8330(8.05/92)
PROPEF70WNER Derrick Const., Inc. SOIL DESCRIPTION REPORT Page 2 of" 3
PJRCEL I.D. #
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
1 0-10 10yr2/2 none 1 2msbk mfr gw 2f .5 .6
2 10-2 10yr44/ none scil 2msbk mfr 9w if .4 .5
Ground 3 20-4 7.5yr4/4 none sl lcsbk mfr gw if .4 .5
elev.
94.0 ft. 4 46-6 5yr4/4 none scl M na na na np .2
Depth to
limiting
factor
46"
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:
cen_aagnic nr/orn
r
STEEL'S SOIL SERVICE
Gary L. Steel Derrick Cosntruction Inc. 1554 200th Ave.
CSTM2298 NW4NW1 S26-T30N-R18w New Richmond, WI 54017
MPRSW-3254 town of Richmond (715) 246-6200
lot #1-Derrick's Plat
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
1"=40'
BM.= top of 1" pvc pipe @ el. 100.00'
Alt. BM.= top of 1" pvc pipe C el. 97.10'
70
Gary L. Steel
5-14-99