HomeMy WebLinkAbout010-1078-70-010 (3)f
Wisconsin Department of Commerce SOIL EVALUATION REPORT
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code
Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County
include, but not limited to: vertical and horizontal reference point (BM), direction and
percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Parcel I.D. 0
1407
Page _ l _ - of�
Steel's Soil Service Inc.
St. Croix
�67J�'- 7d�0/b
Date ,
Personal information you provide may be uWTor s(Maa7y es (Priv y Law, Sr 15.04 (1) (m)). 2 Q S
Property Owner Property Location
Douglas, Buce & Judy �� 2 1 2��4 Govt. Lot,, na SW 1/4 SE 1/4 S 32 T 30 N R 16 W
Property Owner's Mailing Addr s Lot # CRCIX WONT Block # Subd. Name or CSM#
B1T�fi�
-45 urcle 20i �' 1 na CSM Vol.Vol.16 Pg 4418
City ate Zip Code Phone Number ity Village ✓ Town e
Hudson WI 54016 715-386-7621 Emerald County Rd DID
✓ New Construction Use: ✓ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement Public or commercial - Describe:na
Parent material Low ridges and foot slopes of ground moraines - Flood plain elevation, if applicable na
General comments
and recommendations: Mound design, system elevation 104.90ft based on contourline el vation 103.40ft a —
C,/ i�L,.,,, .1,—, J r�.�1.D pc.1 IGIq 4— AJ-,-.,, /Alni 7 /�,� 6?G&(t Yt �'S/'�'
Boring # Boring
✓`; Pit Ground Surface elev. 104.30 ft. Depth to limiting factor 18 in. Soil Application Rate
Horizon Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
_ GPD/ft2 _
*Eff#1 *Eff#2
1
0-9
10yr3/2
none
sil 2msbk
sicl 2msbk
scl 2msbk
scl 2msbk
scl om
mfr
cs
I
.6 .8
.4 .6
.4 .6
.4 .6
.0 .0
2
9-14
10yr4/4
none
mfr
cs
I
3
14-18
10yr4/4
none
c1d 7.5yr5/6
mfr gw
mfr Cs
mfi na
na
4
18-24
1Qyr4/4
na
5
24-55
5yr4/4
c2d 7.5yr5/6
na
Fil Boring # __._! Boring
Pit Ground Surface elev. 104.30 ft. Depth to limiting factor ____ _1 8 -- in. Soil Application Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary Roots
GPDIft2
-
*Eff#2
*Eff#1
1
0-8
10yr3/2
none sl 2msbk
none scl 2msbk
c2d 7.5yr5/6 scl om
mfr
mfr
cs
1f
.6
1.0
.6
.0
2
8-18
10yr4/4
cs
1f
.4
3
18-48 5yr4/4
mfi
na
na
.0
* Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L
CST Name (Please Prin Signature: r CST Number
David J. Steel ' / 248956
-- - -
Address Steel's Soil Servic�Inc Date Evaluation Conducted Telephone Number
1564 CR GG, New Richmond, WI 54017 4/7/2004 715-246-5085
Property Owner Douglas, Buce & Judy Parcel ID #
3] Boring # J Boring
AmPit Ground Surface elev. 100.90 ft.
Depth to limiting factor 18 in
Page _ 2 _of 3
Soil Application Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Stricture
Gr. Sz. Sh.
Consistence
Boundary
Roots
*Eff#1 *Eff#2
1
0-8
10yr3/2
none
sl
2msbk
mfr
cs
I
.6
1.0
2
8-18
10yr4/4
none
scl
2msbk
mfr
gw
I
.4
.6
3
18-34
5yr4/4
none
scl
om
mfr
gw
na
.0
.0
4
34-48
5yr4/4
c2d 7.5yr5/6
scl
orn
mfr
na
na
.0
.0
❑ Boring # J Boring
—I Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
*Eff#1 *Eff#2
F-1Boring # J I Boring
Pit Ground Surface elev. ft. Depth to limiting factor in. Sal Application Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
*Eff#1 *Eff#2
* Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 <30 mg/L and TSS <30 mg/L
The Department of Commerce is an equal opportunity service provider and employer. if you need assistance to access services or
need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
Page 3 of 3
David J. Steel
CST-POWTS
Lic. 4248956
STEEL'S SOIL SERVICE INC.
Bruce & Judy Douglas
SW 1 /4,SE 1 /4,S32,T30N,R 16W
1564 Cty Rd GG
New Richmond,WI 54017
Bus.(715) 246-6200
Fax (715) 246-9372
Legend
1"=4W
♦ = Benchmark Ele. 100.00ft
Top of 3/4" PVC Pipe
• = Alt Benchmark Ele. 99.40ft
Top of 3/4" PVC Pipe
I = Borings
Boring Elevations
Bl = 10!#.30ft
B2 = 1 OSf:>30ft
B3 = 100.9011
B4 = 00.00ft
St. Croix County Planning and Zoning
Detail Sanitary Information
Computer #:
010-1078-70-010
Sub/Plat: NA
Section: 32
Parcel #:
32.30.16.478b
Lot: 1
TN/RNG: T30N R16W
Municipality:
Emerald, Town of
CSM: Vol. 16 Pg. 4418
114 1/4: SW 1/4 NW 1/4
Owner:
Dejong, Dave 2264 Cty. Rd. DD Baldwin, W 154002
State Permit:
224629 Issued:
08/03/1994 POWTS Dispersal: Mound
Permit: New
County Permit:
0 Installed:
08/11/1994 POWTS Detail: NA
Bedrooms: 3
POWTS Pretreatment: NA
Notes
Issuer/Insoector As Built
Mary Jenkins
Yes
Jim Thompson
Sianed ".)f? Yes
Maintenance
Scheduled Pump
Date Pumped
8/3/2005
11 /15/2006
11 / 15/2009
Plumber Other Requirements
Hudson, Dale see 2004 soil report for another mound on
lot 1; needs new CSM before issuing any
permits!
Notification
Notification
04/20/2006
Tuesday, February 12, 2008 at 8.09:28 AM
Page I of I
WI Fund:
Additional Notes Money Owed
Notecard filed with permit - 4' x 94' mound cell for $0.00
mobile home
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SECTION 32