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Wisconsin Department of Safety and Professional Services
Division of Industry Services
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MAY H 1 /0//|Page.
1 .2of
SOIL EVALUATION REPORT
' ..^;.;> Ai: In accordance with SPS 385, Wis. Adm. Code
Attach complete site plan on paper not less than 81/2x11 inches in size. Plan must include,
but not limited to: vertical and horizontal reference point (BM), direction and percent slope,
scale or dimensions, north arrow, and 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
Bitl+Kim Heche
Property Owner's Mailing Address
1091 OS Long Lake Rd
City
Iron River
State
Wl
Zip Code
54847
Phone Number
715-410-66
County :
Bayfield
Parcel I.D.
04-024-2-47-08-02-1 00-212-11100 ,-?<^//
Reviewed by ^s Date
6-\^
Property Location I_| LG,
Govt. Lot ,4 1/4 S 02 T 47 N R 08 E (or) W
Site Address or CSM and Lot #:
69635 E Long Lake Rd
D City F] Village B Town
Iron River
Nearest Road
E Long Lake Rd
Code derived designflow rate 450 GPD
Flood Plan elevation if applicable_ft.
•] New Construction Use:["] Residential/NumberofbedroomsS
Public or commercial - Describe:
Parent material Outwash Sands
General comments and recommendations: 3^ Suitable for Conventional System With Gravity feed
Boring #a Boring 95.58
• [Pit Ground surface elev._ft.Depth to limiting factor.Jn./elev._
Horizon
A
B
c
Depth
In.
0-3
3-18
18-96
Dominant Color
Munsell
5YR 2.5/1
5YR 4/6
5YR 5/6
Redox Description
Qu. Az. Cont. Color
w^~
Texture
LS
s
s
Structure
Gr. Sz. Sh.
0-sg-f
0-sg-f
0-sg-f
Consistence
dl
ds
ds
Boundary
aw
cw
Roots
2f-2m
2f-2m
Soil Application Rate
GPD/Ft2
*Ef?1
0.7
0.7
0.7
*Ef?2
1.6
1.6
1.6
Boring #DBoring 1 00
IPit Ground surface elev. ft.Depth to limiting factor.in. / elev.
Horizon
A
B
c
Depth
In.
0-4
4-27
27-98
Dominant Color
Munsell
5YR 2.5/1
5YR 4/6
5YR 5/6
~wsr~
Redox Description
Qu. Az. Cont. Color
W cf0
Texture
LS
s
s
Structure
Gr.Sz. Sh.
0-sg-f
0-sg-f
0-sg-f
Consistence
dl
ds
ds
Boundary
aw
cw
Roots
2f-2m
2f-2m
Soil Application Rate
GPD/Ft2
*Eff#1
0.7
0.7
0.7
*Eff#2
1.6
1.6
1.6
CST Name (Pleas^Print)
Tim Dykstra ^
Address
10620 Eagle Lake Rd Iron River Wl
Signature
Date Evaluation Conducted
7/28/2023
CST Number1213855
Telephone Number
715-209-5748
Effluent #1 = BOD > 30 s 220 mg/L and TSS > 30 s 150 mg/L Effluent #2 = BOD, £ 30 mg/L and TSS s 30 mg/L
SBD-8330 (R04/21)
#41-24
Boring #
Q Boring
B pit 97.75
Ground surface elev. ft.
2 .2Page ^_of.
iWttOoilirrWact^.in. / elev.
Horizon
A
B
c
Depth
In.
0-6
6-30
30-100
Dominant Color
Munsell
5YR 2.5/1
5YR 4/6
5YR 5/6
~w^~
Redox Description
Qu. Az. Cont. Color
~m^~
Texture
LS
s
s
Structure
Gr.Sz. Sh.
0-sg-f
0-sg-f
0-sg-f
Consistence
dl
ds
ds
Boundary
aw
cw
Roots
2f-2m
2f-2m
Soil Application Rate
GPD/Ft2
*Eff#1
0.7
0.7
0.7
*Ef?2
1.6
1.6
1.6
Boring #D Boring
D Pit Ground surface elev._ft.Depth to limiting factor.jn./elev.__ft.
Horizon Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture Structure
Gr. Sz. Sh.
Consistence Boundary Roots
Soil Application Rate
GPD/Ft2
*EfW1 *Efl#2
Boring #D Boring
n pit Ground surface elev.-ft.Depth to limiting factor.Jn./elev.__ft.
Horizon Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture Structure
Gr. Sz. Sh.
Consistence Boundary Roots
Soil Application Rate
GPD/Ft2
*Eff»1 *Ef?2
* Effluent #1 = BOD > 30 s 220 mg/L and TSS > 30 s 150 mg/L * Effluent #2 = BOD, £ 30 mg/L and TSS s 30 mg/L
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