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* CST- 2 2,L - 22 -7
Wisconsin Dep ,�Rn I Services Page 1 of 3
Division of In _
SEP 3 0 2022 SOIL EVALUATION REPORT t MA Avt
In ccordance with SPS 385, Wis. Adm. Code County
St. Croix
Attach complete ite plan SV, f FrLDbl s%�4han 8 1 f2 x 11 inches in size. Plan must include,.
but not limited to: ve�h fipyi �l grl�tl int (BM), direction and percent slope, Parcel I.D. ' t G'F
scale or dimensionS, nuful N116W, drid location an istance to nearest road. 028Y--11002244-4y-OnO
Please print all information. R>/b 4!
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m
Ref #2701
Date
Property Owner Property Location ❑
Joan Ellis Govt. Lot SE % SW '% S 15 T VN"'R 17 E (or) W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
1844 30t" Ave. 02 Na
City State Zip Code Phone Number ❑ City ❑ Village ®Town Nearest Road
Baldwin WI 54002 612 247-5527 1 Rush River 30`' Ave.
® New Construction Use: ® Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
❑ Replacement ❑ P lic or commercial — escribe:
Parent material Glacial Outwash Im as Flo\J pan elevation if applicable na ft. 7,o1/t X
General comments and recommendations: Soil evauation copmpleted r survey map review. Additional soil testing may be required based on final
construction location choice. Site suitable for mound POWTS. Recommended infiltrative surface elevation to be 105.67' at 8" above 105.00' contour.
F1Boring # ❑ Boring
® Pit Ground surface elev. 101.99 ft. Depth to limiting factor >90" in.
Rnil Annliratinn 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
'Eff#2
1
0-9
1Oyr3/3
none
sl
2fgr
ds
cw
2vf,f
0.6
1.0
2
9-21
1Oyr4/4
none
Ifs
Osg
dl
cw
1vf,f
0.5
1.0
3
21-63
1Oyr5/6 &
7.5 r4/6
none
strat
s/Ifs
Osg
dl
as
-
0.5
1.0
_
4
63-68
1Oyr6/4
none
Ivfs
wkly cemented
mfi
cw
0.0
0.0
5
68-92
1 Oyr5/6 &
7.5 r4/6
none
strat.
s/Ifs
Osg
ml
-
-
0.5
1.0
EE
Boring # ❑ Boring
® Pit Ground surface elev. 104.47 ft. Depth to limiting factor 30" in.
Rnil Annliratinn 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
'Eff#2
1
i 0-17
1Oyr3/3
none
sl
2fgr
ds
cs
2vf,f
0.6
1.0
2
17-30
1Oyr4/4
none
sil
2fsbk
dsh
cw
1vf
0.6
0.8
3
30-52
1Oyr4/4
f2d 7.5yr5/8
sl
1msbk
dsh
aw
1vf
0.4
0.7
4
52-70
1Oyr5/4 &
7.5 r4/6
c2d 7.5yr5/8
strat.
s/Ifs
Osg
ml
cw
1vf,f
0.5
1.0
CST Name (Please Print)
ignatu
CST Number
James K. Thompson
"_---
30021
Address
ate Evaluation Conducted
Telephone Number
340 Paulson Lake Lane, Osceola, WI 54020-5413
September 27, 2022
715 248-7767
QUU-pJJV kI vY,.Jj
I
0 1 Boring # ❑ Boring
® Pit Ground surface elev. 102.69 ft. Depth to limiting factor 28" in.
-
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
IIVPIIVII IN -
GPD/Ft2
"Eff#1
"Eff#2
1
0-11
10yr3/3
none
sl
2fgr
ds
cw
2vf,fm
0.6
1.0
2
11-28
10yr4/4
none
sf
1msbk
dsh
cw
1vf,fm
0.4
0.7
3
28-38
10yr4/6
f3d 7.5yr5/8
s
Osg
dl
aw
1vf,f
0.7
1.6
4
38-66
7.5yr4/4
f2d.5yr5/8
sl
1msbk
mfr
-
1vf,f
0.4
0.7
E
Boring # ❑ Boring
® Pit Ground surface elev. 102.22 ft. Depth to limiting factor 0" in.
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
IIVPII V I I I \P lG
GPD/Ft2
'Eff#1
.*Eff#2
1
0-12
10yr3/2
m1d 5yr4/4
sil
2fgr
mvfr
cw
2vf,f
0.6
0.8
2
12-18
10yr5/4
m 1 d 7.5yr4/4
sil
2fsbk
mfr
cw
2vf,f
0.6
0.8
3
18-41
10yr6/4
m2p 7.5yr5/8
sicl
1msbk
mfi
cw
1vf,f
0.2
0.3
4
41-70
7.5yr4/4 &
10 r5/4
mcp 7.5yr5/8
Is/s
Osg
ml
0.7
1.6
saturated flow
observed at 51"
Boring # ❑ Boring
❑ Pit Ground surface elev. ft.
Depth to limiting factor in.
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
V VII I'1 IIVGIIVII I CUV
GPD/Ft2
"Eff#1
'Eff#2
Effluent #1 = BOD, > 30 <_ 220 mg/L and TSS > 30 <_ 150 mg/L ' Effluent #2 = BOD, > 30 <_ 220 mg/L and TSS > 30 <_ 150 mg/L
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CERTIFIED SURVEY MAP
LOCATED IN THE SE 1/4 OF THE SW 1/4 OF SECTION 15,
TOWNSHIP 28 NORTH, RANGE 17 WEST, TOWN OF RUSH RIVER,
ST. CROIX COUNTY, WISCONSIN.
SCCN,3
N
` \* Brandon W.
W F = King =_
S-2632
Eau Galle
32nd Avenue S 9ti WI
HnIECLF, \VI�U
NOV 07 2022
St, Croix County
Comrnunity Developr
6Sm-tea as-0-71
N 1/4 Corner
Sec. 152T28N-R17W
Found Alum. Cap 7
w
N ICD
—I Unplatted Lands �rrrrriuunn un mR�w`\\\\``\\` L�'� V �Y. glm
_ceniatline_ 9-09-2022 ...JJJ u� I
S89-49-36E 1311.99
263.64 1048.35
rn
N
cc
S89-49-27E 334.82
LOT 1
Area Including Road R/W:
228,849 Square Feet
5.2537 Acres
Area Excluding Road R/W:
217,800 Square Feet
5.0000 Acres
10 o
M cc
CD I
co
Garage House
00O .0
Well a0
1310.74 8 N89-49-27W 334.82 a
C6_—__C,
m 334.82
SW Corner
Sec. 15-T28N-R17W
Found Survey Nail
Scale: 1 Inch = 200 feet
LOT 2
Area Including Road R/W:
1,493,348 Square Feet
34.2825 Acres
Area Excluding Road R/W:
1,461,142 Square Feet
33.5432 Acres
SE 1/4 - SW 1/4
SEC. 15-T28N-R17W
0
0
rn
The parcel(s) shown on this map are subject to
State, County and Town laws, rules and regulations
(i.e., wetlands, minimum lot size, access to parcels,
etc.). Before purchasing or developing any
parcel(s), contact the St. Croix County Community
Development Department and the Town for advice.
� b\
N89-49-27W 975.96
-al
:Sutn _Avenue _ 9.75.93
N89-49-27W 1310.74
N89-49-27W 2621.49 — _ — S 1/4 Corner
Unplatted Lands Sec. 15-T28N-R17W
Found Survey Nail
Bearings are based upon the St. Croix County Legend
Coordinate System, NAD 1983, (1991)Adjustment.} = Found Monument as noted.
The south line of the SW 114 bears N89-49-27W. Y
Bearings are expressed in degrees -minutes -seconds. _ Set 3/4" x 18" Iron Rebar
Distances are expressed in decimal feet. See County weighing 1.52 Lbs. Per Lineal Ft.
Surveyor's Office for Section data.
Brandon King Land Surveying, LLC PREPARED FOR:
N324 County Rd D Eau Galle WI 54737 Joan Ellis FIELDWORK DATE: 8-30-2022 SHEET 1 OF
Phone: 715-639-5243 Email: bklsllcG9mail.com 1844 30th Ave. MAP DATE: 9-09-2022 2 SHEETS
Baldwin WI 54002