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Attach complete site plan on paper not less than 8% X 11 inches in size.
Soil Evaluation Report
h acainnncs ujn SPS 3fS .WsMm Ctnu
Page:
API-.
1 of 6
Plan must include but not limited to:
point (BM), direction and percent slope,
(privacy Law,s.
location and distance to nearest road.
Please Print All Information
Personal information you provide may be used for secondary purposes.
mited to: Vertical and horizontal referenc
it slope, scale or dimensions, north arrov
stance to nearest road.
nt All Information
e may be used for secondary purposes.
aw.s.15.04(1 )(m)).
Property Owner
Justln Kaiser & Uanna Faaan
Property Owners Mailing Address;
68880 County Hwv A
City
Iron River
r New
K? Replacement
Parent Material:
System Elevation:
r
acement
Material:
;ommen(
levation:
Statem Zip Code
54847 Phone Number0
Resktentel Number of Bedrooms:
f~ Rjblic or Commercial - Describe:
Senera) Comments & Recommendations:I Recommendations:
94.5 Load Rsis:
2
Flood Plai
(f 7
bounty:
payfield
'arcel I.D.
20797
^tw/HiM^ii-^-'3ate^-77^—_,_r74j 1:7,?^
'roperty location
S08,T47N,R08W
Site Address or CSM and Lot #
68880 County Road A
Town
Iron River
Mearest Road;
County Road A
Applicable:
Code derived design flow rate:
Flood Plain
derived design flow rate
Plain if applicable
0
Ground surface EIev: Depth to Limiting Factor:
96.37 Ft. 120 In. Elev. 86.37ft
Horizon
1
2
3
4
5
6
7
Depth in
0-4
4-20
20-120
Domm.Coto
Munsell
7.5YR2.5/1
7.5YR2.5/3
7.5YR4/4
Redox Description
3u. Sz. Cont. Colo
N/A
N/A
N/A
Fextun
SL
LS
LS
Structure
Gr.Sz.Sh.
2MS8K
OSG
OSG
;onsistenc<
MFR
ML
ML
Boundan
cs
cs
N/A
Roots
3F
3M
1M
reor.I7Pit Ground surface Etev. Depth to Limiting Facton
96.8 Ft. 120 In. Elev. 86.8ft
Horizon
1
2
3
4
5
6
7
Depth in
o-e
6-12
12-120
3omm.Colo
Munselt
7.5YRZ.5/1
7.5YR2.5/3
7.5YR4/4
Redox Description
3u. Sz. Cent. Colo
N/A
N/A
N/A
Fexture
SL
LS
LS
'EffluentW = SOP 6>30.£ ^20 mg/land TSS>3p.^ 150mg/l
;ST Name (Please Print)
Mark S. Thompson |
Address: 12006 N US Hwy63
Mayward,WlS4843|
Structure
Gr.Sz.Sh.
2MSBK
OSG
OSG
insistence
MFR
ML
ML
Boundary
cs
cs
N/A
Roots
3F
3M
1M
300
Soil Application Rate:
GPD/fP
*Ef?1
5.6
^7
EW2
1.C
1,
1-t
Soil Application Rate:
GPDW
•Ef»1
M
az
M.
Eff»2
M
JA.
JL8
-'EffluerH »2 = BOO 5 < SOmgaantiTSS < 30 mgn
^%tZ^£<< .)
>ateXvaIuatiO!?CmiA«fed: —
Friday, April 18.2025
1ST Number: g^ggg
"elephone Number 715/699-4081
SBD-8330 (R04/21)
P^\A ^ so.oo ^L^\ 61U15
t^iRt'.i^y
fwfW,ISSS);5R- 00223
/^ '"^ ^U^Ssf/ Soil Evaluation Report
[s[^t, pl ••^.,^^-- in accordance with SPS 385, Ws.Adm Code
Wisconsin Department of Safety and Professional Senlses
"^'Aui •<**.'
Attach complete site plan on paper not less than 8% X 11 inches in size.Page:1 of 6
Plan must include but not limited to: Vertical and horizontal reference
point (BM), direction and percent slope, scale or dimensions, north arrow,
location and distance to nearest road.
Please Print All Information
Personal information you provide may be used for secondary purposes.
(privacy Law.s.15.04(1 )(m)).
Property Owner:
Justin Kaiser & Lianna Faaan
Property Owners Mailing Address:
68880 County Hwv A
City
Iron River
T New
Parent
General
System
i7 Replacement
I
acement
Material:
comment
tevation:
State
Wl
Zip Code
54847
Phone Number:
0
Residential Number of Bedrooms:
r~ Public or Commercial - Describe:
ii Recommendations:
94.5 Load Rate:
2
Flood Plaii
07
bounty:
Bavfield
3arcel I.D.
20797
reviewed By:Date:
'roperty Location
S08,T47N,R08W
Site Address or CSM and Lot #
68880 County Road A
Town
Iron River
Nearest Road:
County Road A
Flood
Applicable:
El.^.
Code derived design flow rate:derived design flow rate:
Plain if applicable
0
\'.'-f\'Ky 9U '•
r Bor.K? Pit Ground surface Elev: D®Pth toUmiting Factor:
96.37 Ft. 120 in. Elev. 86.37 ft
Horizon
1
2
3
4
5
6
7
Depth in
0-4
4-20
20-120
Domm.Colo
Munsell
7.5YR2.5/1
7.5YR2.5/3
7.5YR4/4
Redox Description
Qu. Sz. Cont. Colo
N/A
N/A
N/A
Fextun
SL
LS
LS
Structure
Gr.Sz.Sh.
2MSBK
OSG
OSG
;onsistenc<
MFR
ML
ML
Boundary
cs
cs
N/A
Roots
3F
3M
1M
P Bor.!|y pit Ground surface Elev: Depth to Limiting Factor:
96.8 Ft. 120 in. Elev. 86.8ft
Horizon
1
2
3
4
5
6
7
Depth in.
0-6
6-12
12-120
Domm.Coloi
Munsell
7.5YR2.5/1
7.5YR2.5/3
7.5YR4/4
Redox Description
3u. Sz. Cont. Coloi
N/A
N/A
N/A
Fexture
SL
LS
LS
affluent #1 = BOD 5>30<. 220 mg/l and TSS>30. < 150mg/l A
;ST Name (Please Print)
MarkS. Thompson |
Address: 12006 N US Hwy 63
Hayward, Wl 54843)
Structure
Gr.Sz.Sh.
2MSBK
OSG
OSG
-1
insistence
MFR
ML
ML
Boundary
cs
cs
N/A
Roots
3F
3M
1M
300
'f;".
Soil Application Rate:
GPD/ft2
*Efi#1
01
EfW2
1.0
1.6
L6
Soil Application Rate:
GPD/ft2
*Eff»1
Oj
n
QJ.
Ef?2
10
u
u
/ 'Effluent #2 =BOD 5 < 30 mg/1 and TSS 5. 30 mg/1^-%^4<^T
)ate,Evaluatio^6Br»dtrt(fed:
Friday, ApriH 8,2025
;ST Number: g^gg
Felephone Number
715/699-4081
SBD-8330 (R04/21)
Property Owner: Justin Kaiser & Lianna Faaan Parcel I. D.20797 Page:2 of 6
Boring # 2
Horizon)
1
2
3
4
5
6
7
3epth ii
0-10
10-24
24-12C
Boring # 4
Horizon I
1
2
3
4
5
6
7
)epth ii
Boring # 5
Horjzonl
1
2
3
4
5
6
7
)epth ir
Boring # 6
lorizonl
1
2
3
4
5
6
7
lepth in
- Q^^y p,t Ground surface Elev: Depth to Limiting Factor:
96.5 Ft. 96.5 in. Elev. 86.5 ft
Domm.Colorl
Munsell
7.5YR2.5/1
7.5YR4/4
7.5YR4/3
Redox Descriptior
Qu. Sz. Cont. Cole
N/A
N/A
N/A
Textui
SL
LS
LS
Ground surface Elev:~ Borj? Pit t '""*""" •'""°l'° -*—
0 Ft.
3omm.Color|
Munsell
Redox Descriptior
2u. Sz. Cont. Colo Fextur
Ground surface Elev:Bar P Pit
0 Ft.
3omm.Color|
Munsell
Redox Description
2u. Sz. Cont. Colo Fextur'
Ground surface Elev:
0 Ft.
tomm.Color]
Munsell
Redox Description
2u. Sz. Cont. Coloi extun
Structure
Gr.Sz.Sh.
2MSBK
OSG
OSG
Consistenc
MFR
ML
ML
Boundar
cs
cs
N/A
Roots
3F
3M
1M
Depth to Limiting Factor:
0 In.
Structure
Gr.Sz.Sh.;onsisteno Boundar Roots
Depth to Limiting Factor:
0 In.
Structure
Gr.Sz.Sh.;onsistenc<3oundari Roots
Depth to Limiting Factor:
0 In.
Structure
Gr.Sz.Sh.insistence ioundar^Roots
Soil App. Rate
GPD/fF
*Eff#1
M
02
OJ
Ef»2
1.0
1^6
1£
3oil App. Rate
GPD/ffr
*EfW1 EfS2
Soil App. Rate
GPD/ft2
*Ef?1 :fl#2
•oil App. Rate
GPD/ft2
•Eff#1 Eff#2
"Effluent#1=BOD5>30<. 220 mg/l and TSS>30 < 150mg/l "Effluent #2 = SOD 5 < 30 mg/1 and TSS <. 30 mg/1
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
SBD-8330(R.07/00)
Owner:
System
Justin
Elevation:
Kaiser &
94.5
Soil Profile Sheet
Lianna Faaan SoIT
I Load Rate: 0.
Tester:
7 I System Elevation:
Page:
Mark S.
90.5
3 of 6
Thomoson
To 94.7
1U1
100
99
98
97
96
95
94
93
92
91
90
89
88
87
86
85
84
83
82
81
80
79
B3
97.5
-95.5 $
90.5
r3'
L.F,
101
100
99
98
97
96
95
94
93
92
91
90
89
88
87
86
85
84
83
82
81
80
79
B2 ^w\
96.8
-^95.8
100
99
98
9/3
SystenL
Elevation
&=
QZ
89.8
t3-
86.5
L.F.
96
95
94
93
92
91
90
89
88
87
86
85
84
83
82
81
80
79
96.37
^94.7 $
07
13:
96.37
L.F.
Owner Information:
I Name:
I Location:
ITownship:
[County:
I Lot #:
I
0]ol
Justin Kaiser & Lianna Faaan
S08.T47N.R08W
Iron River
Bavfield
68880 County Road A
^BM=100: Bottom of siding on the NW comer of house
B2
B1
B3
hed
Existing Septic Tank Ground Elevation =99.10
Well<
Deiveway
Garage
Unable to locate existing drainfield
Only in Tested Area
B1=
82=
B3=
Lake=
96.37
96.8
96.5
0
C$T: Mark S..Thompson-?
^
/ 715/699-4081