HomeMy WebLinkAbout040-1261-80-000 PROPERTYOWNER Derrick ConstructionSO1L DESCRIPTION REPORT Page 2 of 3
PARCEL I.D.# 040-1071-20
Y
Boring# FHorizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft
in. Munsell Qu.Sz.Cont.Color Gr. Sz. Sh. Bed Trench
0-12 10yr3/3 none 1 2msbk mfr gw 2c .5 .6
2 12-26 10yr4/4 none sil 2msbk mfr gw lm .5 .6
Ground 3 26-72 7.5yr4/6 none co Osg ml na na .7 .8
elev.
97.9t.
Depth to
limiting
factor
+72"
.5101 -S fo -mow` W
Remarks:
Boring#
1 0-10 10yr3/3 none 1 2msbk mfr gw 2c .5 .6
4 s>
2 10-28 10yr4/4 none sil 2msbk mfr gw lm .5 .6
3 28-84 7.5yr4/6 none co s Osg ml na na .7 .8
Ground
elev.
96.9 ft.
Depth to
limiting
factor
+8411
Remarks: —
Boring#
1 0-10 10yr3/3 none 1 2msbk mfr gw 2c .5 .6
5 ; 2 10-30 10yr 4/4 none sil 2msbk mfr gw lm .5 .6
3 30-70 7.5yr4/6 none co s Osg ml na na .7 .8
Ground
elev.
9A ft.
Depth to
limiting
factor
+70"
Remarks:
Boring#
Ground
elev. I
ft.
Depth to
limiting
factor
Remarks:
SBD-8330(8.05/92)
Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3
Labor and Human Relations
Division of Safety s 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.# A,7 ii 1 pO �
dimensioned, north arrow,and location and distance �r0st r+ 0040- -G
APPLICANT INFORMATION-PLEASE P T� 146kMATIONI R VIEWED BY DATE
PROPERTY OWNER: i rr OPERTY LOCATION
Derrick Construction, Inc i VT.LOT NW 1/4 NE 1/4,S 18T 28 N,R 19 for)W
PROPERTY OWNER':S MAILING ADDRESS v # BLOCK# SUBD.NAME OR CSM#
1505 Hy. #65 -� na Deer Valley
CITY,STATE ZIP COD 'PHQQ,N,,�E� CITY ❑VILLAGE Lx]fOWN NEAREST ROAD
New Richmond, WI. 54017 ('715 - 320 Troy Ct Rd. "F"
]x] New Construction Use [xj Residential/ mile[" bedrtors [ ] Addition to existing building
j Replacement [ ] Public or commerce '
Code derived daily flow 600 gpd Recommended design loading rate •7 bed,gpd/ft2 -8 trench,gpd/ft2
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) area A=95.27-B=94.90 ft (as referred to site plan benchmark)
Additional design/site considerations na
Parent material outwash Flood plain elevation,if applicable na ft
S=Suitable for system CONVENTIONAL I MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK
U=Unsuitable fors stem CAS ❑U :K]S ❑U CAS E]U 7 S El CTS El U ❑S 2 U
SOIL DESCRIPTION REPORT
Depth Dominant Color Mottles Structure GPD/ft
Boring# Horizon Texture Consistence Boundary Roots
.................
In. Munsell Qu.Sz.Cont.Color Gr. Sz. Sh. Bed jTrench
..................
.................
1 0-8 10ry3/3 none 1 2msbk mfr gw 2c .5 .6
1
2 8-24 10yr4/4 none sil 2msbk mfr gw 2m .5 .6
Ground 3 4-70 7.5yr4/6 none co s Osg ml na na .7 .8
elev.
98.1 ft.
Depth to kl
limiting
factor qs z7- lit/
+70" _
IV K
Remarks:
Boring#
1 0-10 10yr3/3 none 1 2msbk mfr gw 2c .5 .6
2 2 10-27 10yr4/4 none sil 2msbk mfr gw 2m .5 1 .6
3 27-84 7.5yr4/6 none cos Osg ml na na .7 .8
....................
Ground
elev.
98.3ft.
Depth to
limiting
factor
+84" 3& 34, 3 2 3(►
v Remarks:
CST Name:--Please Print Gary L. Steel Phone: 715-246-6200
Address: 1554 200th. v New RiditnovM WI 54017
Signature: Date: C-18-99 CST Number: mO2298
L
4
STEEL'S SOIL SERVICE
Gary L. Steel Derrick Construction, Inc. 1554 200th Ave.
GSTM2298 NW4NE4 S18-T28N-R19w New Richmond, WI 54017
MPRSW-3254 town of Troy (715) 246-6200
lot #28-Deer Valley
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'
- nail in Cedar tree @ el. 100.00,
—Alt. BM.= nail in Elm tree C el. 97.40,
,3p
Gary L. Steel
6-18-99
J