HomeMy WebLinkAbout018-1016-10-000sin Department of Safety and Professional Services
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SOIL EVALUATION REPORT [ f T
,1 '✓ In accordance with SPS 385, Wis. Adm. Code County
comp ete I� St. Croix
�pl paper of less than 8 1/2 x 11 inches in size. Plan must include,
vertica� d hod ntal reference point (BM), direction and percent slope, Parcel I.D
AUMtYerrow, nd location and distance to nearest road. 018-1016-1 QOOC
Op ease print all information. R j!�b1j
information you orovide may be used for secondary nnrnnses ePrivn" I nw a 15 nd(1 Wn
Page 1 06)
ZQz TR
Ref #2756
Date
Property Owner Property Location r % - ` ❑
Greg & Susan Hawkins Govt. Lot NW 1/4 NW 1/4 S 08 T 2 N R 17 E (or) W
Property Owner's Mailing Address Lot # i Block # Subd. Name 0 CSM# I
1083 160"' St. Na Na Remnant 34.8 acre Del.
City State Zip Code Phone Number ❑ City ❑ Village [D Town Nearest Road
Hammond WI 54015 715) 781-2710 Hammond 110t° Ave.
[] New Construction Use: ® Residential/ Number of bedrooms 4 Code derived design Flow rate 600 GPD
❑ Replacement ❑ Public or commercial - Describe:
Parent material Glacial Drift Flood Plan elevation if applicable na ft.
General comments and recommendations: Soil conditions and site are suitable for At -grade or mound POWTS installation. Recommended construction
certur,elevation = 97,00`.
E] Bo F it ring
I GF-
Ground surface elev. 97.00 ft.
Depth to limiting factor >68" in.
CZ^ii A—ii —C- , D�+-
Horizon
Depth
In.
Dominant Color
Munseli
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ft'`
"Eff#1
I 'Eff#2
1
0-9
10yr3/3
none
sl
2fgr
mvfr
as
1vf,f
0.6
1,0
2
9-27
7.5yr4/4
none
heavy sl
1msbk
mfr
cw
1vf,f
0.4
0.7
3
27-68
10yr5/6
none
strat
srlvfs
Osg
ml/mvfr
0.4
0.6
P Bonng # El Boring
® Pit Ground surface elev. 95.12 ft.
Depth to limiting factor 41" in.
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr Sz. Sh.
Consistence
Boundary
Roots
GPD/Ft`
,Eff#1
'Eff#2
1
0-10
10yr2/1
none
sl
2fgr
mvfr
as
2vf,f,
0.6
1.0
2
10-20
1Dyr4/4
none
heavy sl
1msbk
mfr
cw
1vf,f
04
0.7
3
20-41
10yr416 & 7.5 r4/6
none
fs &Ifs mixed
0sg/1 msbk
ml/mfr
cw
-
05
1.0
4
41-73
7.5yr4/6
f2d 7.5yr518
Ifs
wkcemented
rt to 1 med I
mfr
0.0
0.0
CST Name (Please Print)
Signatu
CST Number
James K. Thompson
/ ,
30021
Address
_Date Evaluation Conducted
Telephone Number
340 Paulson Lake Lane, Osceola WI 54020-5413
May 8, 2024
715 248-7767
St5U-WJU (KIJ411b)
t
I 3 Boring # ❑ Boring
� 1 ❑ Pit Ground surface elev 97.03 ft. Depth to limiting factor 38" in.
Soil Application Rate
Honzon
Depth
In
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ft2
`Eff#1
'Eff#2
1
0-9
1Oyr3i3
none
sl
2fgr
mvfr
cw
2fmc
0.6
1.0
2
9-18
1Oyr4/4
none
heavy sl
2msbk
mvfr
gw
Ifmc
0.6
1.0
3
18-25
7.5yr416
none
Ifs
1 msbk
mfr
gi
1vf
0.4
06
4
25-38
10yr4/6 &
7.5 r4/6
none
fs/lfs
Osg
ml
cw
0.5
1.0
5
38-65
7.5yr4/6 &
1 r416
none
Ivfs/fs
wk cemented
/05
mvfrlml
0 0
0.0
F-1
Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz Sh.
Consistence
Boundary
Roots
GPDIFt2
-EPf#1
-Eff#2
Boring # ❑ Boring
❑ Pit Ground surface eiev ft. Depth to limiting factor in.
Soil Application Rate
Horizon
Depth
In
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ft2
'Eff#1
I -Eff#2
Effluent #1 = BOD, > 30 5 220 mg/L and TSS y 30 5 150 mglL ' Effluent #2 = BOD, n 30 s 220 mg/L and TSS > 30:5 150 mg/L
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