HomeMy WebLinkAbout002-1069-50-055 (2)�rW" I i? I L S 1 -a
'I -V �Ul�� l SOIL EVALU O E O #111
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:- Ditlislon of Safety anH 6Li(tl ! A q Northland Plumbing, Inc.
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St. Croix
include, but not-44Wadfo�Ved7ealapdhgraon I reference point (BM), direction and
percent slope, scale or dlmensl` otis, m =, and location and distance to nearest road
Parcel 9✓Fe.F: Oo'Z- IOb9- 50-U�
Qo l _ / cK9-50 006'
Please print all information.
Reviewed
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Personal mformaton you provide may be used for s ondary purposes (Pnvacy Law s
15 D4 (1) (m))
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Property Owner
Property Location 1-7
Wolvert,Dustin
Govt
Lot NW1/4, NW1/4, S28, T29N,
R16W
Property Owners Mailing Address
Lot #
Block # Subd. Name or SM# p-r\.CUND
769 230th St
CityState Zip Code Phone Number
city Village 'Town Nearest Road
Baldwin WI 1 54002 651-734-8475
Baldwin
New Construction Use Residential I Number of bedrooms
4 Code derived design flow rate
600 GPD
Replacement Public or commercial - Describe,
Parent matgnal Glacial Till
�� ��j ��I�""""''-'' - —
General cflydA S�IA/7ury ,�Q/1 �f, and recommendati ns _I J
Flood plain elevation, rf applicable
20 (U- ft.
F 1-1Boring # . Boring
94.72
Pit Ground surface elev. -_ ft
Depth to limiting factor 32 in
Soil Application Rate
Horizon Depth Dominant Color Redox Description
Texture
Structure Consisten Boundary Roots
_ GPD_1fl'
in. Munsell Ou Sz. Cont Color
Gr Sz. Sh.
'Eff#1 'Eff#2
1
2
0-9 10YR3/2 sil }
9-21 10YR5/6 sid
-
2sbk t mvfr cs if 11
2sbk mvfr a
-- —
.6 .8
4 6
—4
3
—
21-32 10YR5/6 _ sc
2sbk mfr gs
2 .3
4
32-49 10YR5/8 7.5YR5/Bflf spots sc
lsbk mefi gs
0.0 0.0
Boring # Boring
9124
Pit Ground surface elev - ft
Depth to limiting factor 32 in
Soil Application Rate
Horizon Depth Dominant Color I Redox Description Texture
Structure Consistence
Boundary - Roots
GPD/ft'
in. Munsell Ou Sz Cont Color
Gr. Sz Sh
'Eff#1 •Eff#2
1 0_9_10YR3/2 I sit
2 9-20 10YR5/6 sid
2sbk mvfr a if
2sbk mvfr Cs
.6 .8
.4 .6
3 20-32 10YR5/6 sc I
2sbk mfr gs C
2 3
1
4 32-48 10YR5/8 �7.5YR5/8flf spots sc
lsbk r mefi cs
0.0 0.0
Effluent #1 = BOO 5> 30 < 220 mg1L an TSS >30 < 150 mg/L ' Effluent #2 = BOU5 < 3(1 mg/L and I55 < u0 mgfL
CST Name (Please Print) Signatu CST Number
Michael J. Myers 267985
Address Northland Plumbing, Inc. Date Evaluation Conducted Telephone Number
2943130th Ave Glenwood City, W 154013 12/22/2019 715-2654115
SBD-311(i fR 11,11)
)2,0
Property Owner Wolvert,Dustin
Parcel ID
Page 2 of 3
Boring
3 Boring # I Pit Ground surface elev. - 93.24 ft. Depth to limiting factor 32 in Soil Application Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description Texture
Qu. Sz. Cent Color
Structure
Gr Sz. Sh
Consistence!
Boundary
Roots
GPDfft'
•Eff#t
•Eff#2
1
2
011
11-22
22-32
10YR3/2
10YR5/6
1OYR5/6
sll 2sbk
sic, 2sbk
sc 2sbk
7.5YR5/8flf spots sc - lsbk
mvfir cs
if
.6
.4
.2
.8
.6
.3
mvfr cs
mfr gs
mefi l! cs
3
4
32-48
1OYR5/8
0.0
0.0
!
;
_�Bonng
Boring #I Pit surface elev _ - 90.71 - ft Depth to limiting fact 30 m Soil Application Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description Texture
Qu. Sz Cont. Color
Structure
Gr. Sz. Sh.
Consisten
Roots
GPDtW
•Eff#t
F •Eff#2
1
0-13
10YR3/2
sil 2sbk
mvfr
cs
if
.6
.8
2
3_
4
13-22
-
20 30
30-51
10YR5/6
10YR5/6
sic]
sc
-1— -
7.5YR5/8f1f spots sc
2sbk
2sbk
-
lsbk
mvfr
- -- mfr
melt
cs
gs
-
cs
-
.4
.2
—
0.0
.6
.3
---
0.0
10YR5/6
i
Boring # ____ Boring
__ Pit Ground surface elev 92.33 ft Depth to limiting factor 30 _- in. Soil Application Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description Texture j Structure
Qu. Sz Cont. Color Gr. Sz. Sh.
Consistence
Boundary
Roots
GPDfl1'
•Effa1
•Eft#2
1
0-13
10YR3/2
1 sit 2sbk
mvfr
cs
if
.6
.8
2
3
13-22
22-30
30-52
10YR5/6
10YR5/6
10YR5/8
sid 2sbk mvfr
sc 2sbk mfr
7.5YR5/8flf spots sc lsbk r mefi l
cs
gs
cs ;
4
2
0.0
.6
3
0.0
4
i
I
i
• Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 <-150 mg/L ' Effluent #2 = BOOS < 30 mg/L and TSS - 30 mg/L
The Department of Safety and Professional Servicese is an equal opportunity service provider and employer. If you need assistance to
access sere Ices or need material in an alternate format, contact the department at 608-266-3151 or TTY through Relay.
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SOIL BORING MAP
CERTIFIED
SURVEY MAP
Located in part of the Northwest
Quarter of the Northwest
Quarter and the Northeast Quarter of the Northwest
Quarter of Section 28, Township 29 North, Range 16 West,
Town of Baldwin, St.
Croix County, Wisconsin.
LEGEND
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FOUND COUNTY SECTION
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CORNER, AS NOTED
�W •
FOUND 1-3/8" IRON PIPE
■
FOUND 3/4-IRON REBAR
y al
SET 3/4" X 18- IRON REBAR,
k rod
WEIGHING 1.502 LETS. PER FOOT
Z N � (NORTH 2659.62)
RECORD DATA
JAN 06 2020
St Coax Coun[y
Cpmniumty Development
E 0P1G!i,a.n1
C5 m - o3k oaa -oo l
BEARINGS ARE REFERENCED
TO THE NORTH LINE OF F
THE NORTHWEST QUARTER IY
OF SECTION 28 T29N R76W, O
LINE BEARS S8706.51"E $
L:f}L A �n A Pip
N ,y C tt U C `-S87-0657�2635.2T
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�r______1 1 __NORTH LINE NW I/4-_I—________
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AREA INCLUDING R.0 W.
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1,154,749 SQ. FT. - 2651 ACRES
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1.136.629 SQ. FT. - 26 09 ACRES
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EDGE OF AG FIELD
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I SECTION 28, T.29N, R16W GENERAL NOTICE STATEMENT
• SURVEY MARK NAIL, FOUND Each parcel shown on this map is subject to state, county
7 125 250 500 and township laws, rules and regulation (i a wetlands,
minimum lot size, access to parcel, etc.). Before
purchasing or developing any parcel contact the St. Croa
1 INCH = 250 FEET County Zoning Office and the Town of Baldwin.
1.AW vv...c.vo. rncrMnMW rvn-
SOLUTIONS JOSEPH GRANBERG DUSTIN WOLVERT DRAFTED BY. JMS
1428 134TH AVENUE P.O. BOX 328 JOB NO. 197-001 SHEET
NEW RICHMOND, WI 54017 HAMMOND, W 54015 DATE 01/06/2020 1 OF 3