HomeMy WebLinkAbout52-25fwf:^"^
\(ff^Zy-
^.\\°f.
6^ooui
Soil Evaluation Report
in accordance with SPS 385 . Wis.Adm Code
SOi! TESTt^?-^
^^ —^ Wisconsin Department ofSafety and Professional Servjses
Attach complete site plan on paper not less than 8% X 11
Plan must include but not limited to: Vertical and horizontal
point (BM), direction and percent slope, scale or dimensions,
location and distance to nearest road.
Please Print All Information
Personal information you provide may be used for secondary
(privacy Law,s.15.04(1)(m)).
iches in sizi
tal referenci
north arrow
purposes.
Property Owner:
Phillip Turner
Property Owners Mailing Address:
620 Wisconsin Ave
City
Whitefish
jv New
General
System
!" Replacement
Parent Material:
acement
Ulaterial:
;ommen1
levation:
State
MT
Zip Code
59937
3hone Number:
0
Number of Bedrooms:Residential •—•--• - —-.--....-.
P Public or Commercial - Describe:
Till
ii Recommendations:
95 Load Rate:
2
Flood Plaii
QZ
Pagi 1 of 6
bounty:
Bavfield
3arcel I.D.
. . _10384?e.vie»^e B\^^-/^3>/3Date:y/3 <^Z<
'roperty Location
S15,T43N,R07W
Site Address or CSM and Lot #
16940 County Road M
Town
Cable
Nearest Road:
Cpu ntv Road M
Flood
Applicable:
Elevation,
Code derivedderived design flow rate:
Plain if applicable
0
IOjlRa_n9.6. 9i_15
Ground surface Elev: Depth to Limiting Factor:Boring #1 r Bor.n/ra ——^—^ ^^pu,^,,u,,a^^,.^
Horizon
1
2
3
4
5
6
7
Depth in
0-6
6-30
30-120
Domm.Colc
Munsell
7.5YR2.5/1
7.5YR4/4
7.5YR4/6
Redox Descriptior
3u. Sz. Cont. Cole
N/A
N/A
N/A
Fexturs
SL
LS
MS
Structure
Gr.Sz.Sh.
2MSBK
OSG
OSG
;onsistenc<
MFR
ML
ML
Boundary
cs
cs
N/A
Roots
3M
1F
N/A
r Bor. 1,7 Rt Ground surface Elev: DePth to l-imitin9 Factor:
97.3 Ft. 120 in. Elev. 87.3 ft
Horizon
1
2
3
4
5
6
7
Depth in
0-4
4-24
24-120
Domm.Colo
Munsell
7.5YR2.5/1
7.5YR4/4
7.5YR4/6
Redox Description
2u. Sz. Cont. Colo
N/A
N/A
N/A
'exture
SL
LS
MS
Effluent #1 = BOD 5>30^ 220 mg/l and T$S?3Q <, 150mg/l
:ST Name (Please Print)
MarkS. Thompson |
Address: 12006 N US Hwy 63
Hayward, Wl 54843|
Structure
Gr.Sz.Sh.
21VISBK
OSG
OSG
insistence
MFR
ML
ML
Boundary
cs
cs
N/A
Roots
3M
1F
N/A
300
D) IEIIII
Pi JUN 0 5 2025
Bayfield Co. z'omncj De
To 95.3
Soil Application Rate:
GPD/ft2
*Eff#1
M
OJ.
QJ.
Eif#2
LO
1.6
1A
Soil Application Rate:
GPD/ft2
*Ef?1
0.6
0.7
07
Eff#2
LO
M
1^
^'""T-.^Effluent #2 = SOD 5 < 30 mg/1 and TSS ^ 30 mg/1'VS^-^T^late ^y&luafllH^Cprtductedf
Thursday, May 29, 2025
;ST Number: g^gg
'elephone Number
715/699-4081
SBD-8330 (R04/21)
Property Owner:Phillio Turner Parcel I.D.10384 Page:2 of 6
Boring # 3
Horizonl
1
2
3
4
5
6
7
3epth i
0-4
4-18
18-12C
Boring # 4
Horizonl
1
2
3
4
5
6
7
)epth ii
Boring # 5
^rizonl
1
2
3
4
5
6
7
)epth ir
Boring # 6
^rizon|
1
2
3
4
5
6
7
iepth in
p^ Ground surface Elev: Depth to Limiting Factor:
97.85 Ft. 120 in. Elev. 87.85 ft
Domm.Colorl
Munsell
7.5YR2.5/1
7.5YR4/4
7.5YR4/6
Redox Descriptioi
Qu. Sz. Cont. Cole
N/A
N/A
N/A
Fextui
SL
LS
MS
Ground surface Elev:~ Borfi7 Pit t
0 Ft.
3omm.Color|
Munsell
Redox Descriptior
2u. Sz. Cont. Cole Fextur
Ground surface Elev:Bar F Pit
0 Ft.
3omm. Color
Munsell
Redox Description
3u. Sz. Cont. Colo
'extun
Ground surface Elev:Borl^ Pit
0 Ft.
)omm.Color|
Munsell
^edox Description
)u. Sz. Cont. Colo extun
Structure
Gr.Sz.Sh.
2MSBK
OSG
OSG
Consistenc
MFR
ML
ML
Boundar
cs
cs
N/A
Roots
3M
1F
N/A
Depth to Limiting Factor:
0 In.
Structure
Gr.Sz.Sh.;onsisteno Boundar Roots
Depth to Limiting Factor:
0 In.
Structure
Gr.Sz.Sh.;onsistencs Soundan Roots
Depth to Limiting Factor:
0 In.
Structure
Gr.Sz.Sh.;onsistence ioundar^Roots
Soil App. Rate
GPD/ft2
*Eff#1
0.6
0.7
&7
Eff»;
1.0
1A
M
Soil App. Rate
GPD/ft2
*Eff#1 Eff#2
Soil App. Rate
GPD/ft2
*Ef?1 =f?2
ioil App. Rate
GPD/ft2
•Eff#1
rt^
;ff#2
ILJJL \^\l
affluent #1=BOD5>30<, 220 mg/l and TSS>30 < 150mg/l "Effluent #2 = BOO 5 < 30 mg/1 and TSS <, 30 mW\
^ JuNijj.O^
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 608-264-87'7j"y'ri3;;; ; ;
SBD-8330(R.07;00)
Owner:
System Elevation:
Phillip
95
Soil Profile
Turner
Load Rate:
Sheet
[Soil Tester:
0.7 | Systen1 Elevation:
Page:
Mark S.
92.15
3 of 6
Thompson
To 95.3
101
100
99
98
97
96
95
94
93
92
91
90
89
88
87
86
85
84
83
82
81
80
79
B1
-99.15
OJ.
—-96.65 t
92.15
[•
89.15
101
100
99
98
97
96
95
94
93
92
91
90
89
88
87
86
85
84
83
82
81
80
79
B3
^ jj 1 !? [r^!£ li
uy JUNU
yavfeiLf i;u.
bzUZs
^\iiiii;y Ue
Name:
Location:
Township:
County:
Lot #:
Owner Information:
Phillip Turner
S15,T43N,R07W
Cable
Bayfield
16940 County Road M
BM=100: Nail w/ribbon on the base of tree near B3
Empty Lot
County Road M
C ST: MarR' S.Th omiisen-i
x
75Qi
715/&99-4081
^
B1 =
B2=
B3=
Lake=
99.15
97.3
97.85
0
CDcu
—I-
CD
0
u^cp-0
c_cr:^"
C3
u~'
r-~^:
d-'»
r~o
c_r
In'nJ
(^ —?_
Lru-u-
Lrzn'