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Division of Industry Servioe£`O ;j v
\SOIL EVALUATION REPORT 5� 129O14% St
lnadio dance with SPS 385, Wit. Adm. Code County
Attach complete site p4in Qtr¢a_pler-notTess than 8 1/2 x 11 inches in size. Plan must include, ST CROIX
but not limited to: vertip f-aYChorizontal reference pant (BM), direction and percent slope, Parcel I.D.
scale or dimensions. north arrow, and location and distance to nearest road. OD4-1008-%0 - ZOO
Please print all irrfornatfon. Re by Da -7 Z/
Personal information you vide may be used for seconds purposes Pri Law, s. 15.04 1 m
Property Owner Property Location ❑
VERNON BRENNEMAN Govt. Lot SW YI NW % S 4 T 28 N R 15 E (or) W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 1123 brjq
593 290m' ST 2 1 CSM 31- fol31
City State Zip Code Phone Number ❑ City ❑Village ® Town Nearest Road
WILSON WI 54027 f 1 I I CADY 2911m ST
® NewConsbuction Use: ® Residential/ Numberof bedrooms 2 Code derived design flow rate 300 GPD
❑ Replacement ❑ Public or commercial - Describe:
Parent material GLACIAL DRIFT & LOESS SOWAA fto Flood Plan elevation if applicable n_a. ft.
General comments and recommendations: RECOMMEND A MOUND HAVING A CENTERLINE LATED ONO NEAR THF.105.0' CO OU
zgME X sh�•f-e`o zoy�yr4 pp�►�s
1-1Boring# ElBoring
opt Ground surface elev. 105.9 ft. Depth to limiting factor 25 in.
Cni Annllr2r. r. Rafa
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ft2
'Efr#1
'Eff#2
1
0-9
10YR 3/4
—
sl
2fgr
mfr
gW
2f
0.6
1.0
2
9-14
10YR 414
—
$l
21sbk
mfr
dw
1vf
0.6
1.0
3
14-25
7.5YR416
—
Is
OSg
mfr
gW
1vf
0.7
1.6
4
25-38
7.5YR 416
ftd 7.5YR 5/8 &
f2d 7.5YR 5/3
Is
OS9
mfr
dw
—
0.7
1.6
5
38-63
7.5YR 414
c1d 7.5YR 5/8 &
cad 7.5YR 5/3
scl
2fabk
mfr
—
—
0.4
0.6
2] Boring # ❑ Boring
® Pit Ground surface elev. 105.0 ft. Depth to limiting factor 27 in.
Snil Annliratinn Rafa
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ft2
'Eff#1
'Eff92
1
0-7
10YR 3/4
—
sl
2fgr
mfr
gw
2f
0.6
1.0
2
7-12
10YR 4/4
—
sl
2fsbk
mfr
dw
1vf
0.6
1.0
3
12-27
7.5YR416
—
Is
Osg
mfr
dw
1vf
0.7
1.6
4
27-60
7.5YR 414
c1d 7.5YR 518 &
cad 7.5YR 5/3
sct
2fabk
mfr
—
—
0.4
0.6
CST Name (Please Print)
Sigma
CST Number
CHRIS FREDERICKS
71618
Address
Date Evaluab66 Conducted
Telephone Number
49941/2Ave, Clayton, WI 54004
11-14-2020
715.419.0127
J6k663J{/ tmwtl In)
3] Boring # ❑ Baring
opt Ground surface elev. 104.6 ft. Depth to limiting factor 1§ in.
Soil Aoolication Rate
Horizon
Depth
In.
Dominant Color
Munsell.
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/FF
-Ef1#1
-EfW2
1
0-9
10YR 3/4
—
sl
2fgr
mfr
9w
2f
0.6
1.0
2
9-16
10YR4/4
sl
2fW*
mfr
9w
1vf
0.6
1.0
3
16-19
10YR 414
f1f 7.5YR 5/8 &
12f 10YR 5/3
si
2fsbk
m6.
dw
_
0.6
1.0
4
19-28
7.5YR 416
—
Is
Osg
mfr
9w
1vf
0.7
1.6
5
28 36
7.5YR 4/6
ftd 7.5YR 5/8 &
fld 7.5YR 5/3
Is
Osg
mfr
dw
—
0.7
1.6
6
36 55
7.5YR 4/4
c1d 7.5YR 5/8 &
cad 7.5YR 5/3
Sd
2fabk
Mir—
—
0.4
0.6
❑ Boring # El Boring
❑ Ph Ground surface elev. _ ft. .Depth to limiting factor _ in.
Sob Application Rate
Horizon
Depth
In.
'DomiriantCdor
Munsell
Redox-Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ftz
•ES#1
'EM12
❑Boring
El Boring
❑ Pi[ Ground surface elev. _ ft. Depth to liming factor _ in.
Sol Aoolication Rate
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/FV
'Eft#1
'Eff#2
Effluent #1 = BOD, > 305 220 mg/L and TSS > 30 s 150 mg/L ' Effluent 92 = BOD, > 30 s 220 mg/L and TSS > 30 5150 mg/L
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