HomeMy WebLinkAbout012-1072-40-050—aodl - ()q3
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County
St. Croix
Parcel I.D.
From 012-1072-40-0 50
Ref#2608
3 I6z l
Property Owner Property Location
Ring Investments, LLC Govt. Lot SW % SW % S 34 T 30 N R 17 E (or) W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 1127300
2208 80'" Ave. Na Na 1 31- VW S _
City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road
Baldwin WI 54002 L�46}246-�529 I I Erin Prairie 120Y'Ave.
Rev wed by�
Personal information you provide mpy be used for secondary purposes Pdva Law s 15 04 1 m ✓r
Wisconsin Dep 4 of Safety -and ProfesstariallServices
Division of Indu9t yervices `
ij MAR 0 3 2021 ; SOIL EVALUATION REPORT
In accordance with SPS 385, Wis. Adm. Code
Attach complete side plan on paper not less dhan $1/y x 11 inches in size. Plan must include,
but not limited to: vertical_and hori ontat reference point (BM), direction and percent slope,
scale or dimensions, north arrow, and location and distance to nearest road.
Please print all information.
® New Construction Use: ® Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD
❑ Replacement I�� Public or commercials— Describe:
Parent material Glacial till l•t epoe LOa.w r5 cry Sr%rl +tfood Plan elevation if applicable na ft. ZoNL k
General comments and recommendations: itable for POWTS. Recommended infiltrative surface elevation to be 99.50' at 12" above 98.50'
contour.m 1Iv�i1 b
Boring # ❑ Boring
® Pit Ground surface elev. 9864' ft. Depth to limiting factor 32" in.
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
van r, uwuv11 r�aic
GPD/Ft2
•Eff#1
•Eft#2
1
0-11
10yr3/3
none
sil
2fgr
mvfr
aw
2vf,f
0.6
_
0.8
2
11-29
1Oyr3/4
none
slat
2fsbk
mfr
cw
1vf,f
0.4
0.6
3
29-32
7.5yr4/6
None
fs
Osg
ml
cw
1vf
0.5
1.0
4
32-58
7.5yr4/6
t247.5vr5/8
Ifs
Osg
ml
ai
0.5
1.0
5
58-66
7.5yr5/6
m3p7.5yr4/6
cem. fs
Om
mfr
0.0
0.0
S S ievrt
.
I 2 I Boring # ❑ Boring
LJ ® Pit Ground surface elev. 9730' ft. Depth to limiting factor 24" in.
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
Soil Application Rate
GPD/Ftz
•Eff#1
`Eff#2
1
0-8
1Oyr3/3
none
sil
2fgr
mvfr
cs
2vf,f
0.6
0.8
2
B-18
10yr4/4
none
sl
2fsbk
mfr ,
cw
1vf,f
0.6
1.0
3
18-24
7.5yr4/4
none
sat
2fsbk
mfr
aw
tvf
0.4
0.6
4
24-32
7.5yr4/6
f2d 7.5vr518
sl
lmsbk
mfr
cw
0.4
p,'i
5
32-53
7.5yr4/6
m3p 7.5yr5/8
sl
1 csbk
mfr
0.4
YX p ,
• FfFlunnl dk� - ann � in s OOn .....n ..A Too. nh � A -Z - — . — --- _- - ___ .. . ---
CST Name (Please Print)
ignat re
CST Number
James K. Thompson
/
30021
Address
ate Evaluation Conducted
Telephone Number
340 Paulson Lake Lane, Osceola, WI 54020-5413
February 22, 2021
715 248-7767
sou-ooau tKu4110/
3❑ Boring # ❑ Boring
®pit Ground surface elev. 9841' ft.
Depth to limiting factor 30" 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
0-9
10yr3/6
none
I
2fgr
mvfr
cs
2vf,f
0.6
_
0.8
2
9-18
7.5yr4/6
none
sol
2fsbk
mvfr
cw
1vf,f
0.4
0.6
3
18-30
7.5yr4/6
none
Ifs
0sg
mfr
cw
1vf
0.5
1.0
4
30-46
7.5yr4/6
m2d.5yr5/8
fsl
1csbk
mfr
0.2
0.6
I
❑ Boring # ElBoring
❑ 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
GPD/Ft2
,Eff#1
,Eff#2
Boring # ❑ Boring
LL ❑ Pit Ground surface elev. 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
GPD/Ft2
'Eff#1
"Eff#2
' Effluent #1 = BOD, > 30 s 220 mg/L and TSS > 30 s 150 mg/L ' Effluent #2 = BOD, > 30 s 220 mg/L and TSS > 30 s 150 mg/L
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8c�4, cap
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S,av{Sco& Sec. 3d, T.'3ogy
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P,W3
INDICATES LOCATION OF SOIL BORING
CERTIFIED SURVEY MAP
LOCATED IN THE SWY4 OF THE SWY4 OF SECTION 34, T30N, R17W,
TOWN OF ERIN PRAIRIE, ST. CROIX COUNTY, WISCONSIN.
i
MAR 01 2021
St. Crux C jrty
Cemmun tv Development
D i nic I w
SECTION CORNERS SHOWN HEREON HAVE BEEN
FOUND AND VERIFIED WITH TIES OF RECORD AND
PUBLISHED ST. CROIX COUNTY COORDINATES.
Csm ' a 0 a I d S
FIELD WORK COMPLETED
BEARINGS REFERENCED TO THE
LEGEND SOUTH LINE OF THE SWY4 OF SECTION
le INDICATES SECTION CORNER 34. LINE BEARS S89'42'44"W,
ST.
(AS NOTED). CROIX COUNTY COORDINATE SYSTEM.
® INDICATES 0-75" X 18" IRON
N
REBAR WEIGHING 1.502 LBS. I
LINEAR FOOT SET.
• 1" OUTSIDE DIAMETER IRON
PIPE FOUND.
WY4 CORNER, SEC, 34
(V STEEL SURVEY
�`-INDICATES FENCE.
MARK NAIL FOUND)
E%4 CORNER, SEC. 34
(ALUMINUM CAP FND)
EAST -WEST Y4 SECTION LINE
1r--'— —'—'-- —'�
N89057'18"E 5292.6T
W44 CORNER, SEC. 34
ao 1
( I- STEEL SURVEY
W
MARK NAIL ND)
�w
Q
1w
1
!N
UNPI Ga31t TED LANDS
j
-- ------------------
1Z
1
N89"46'22"E 1322.20'
50.00' 1272.20'
Z
7
Z
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3uLo
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o; L
2; 1
a �� W Yf�
W
LOT 0= .
JID'
C4
_i' 1 1
Z
W Ico
-
778,917 SO. FT. (17.8B ACRES) Z LL (D
N $ 1
z 1
y
INCLUDING RM! S89°4244'W 300.00'_ I-
No H 1
713,676 SO. FT. (16.38 ACRES) N ��_ PLQS�i CAD
cit
Z
1
EXCLUDING RM!
gg,
O I I
UI
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tV
P3 50 1
SOUTH LINE OF THE SW
o°�S89'4244'WS89'42'44'W
758.00' �' W of 214.19'-------------_
j
_ _m S89°a2'4a'W
589°4244"W A
- -----
m _ _ _ _ 42'44'W 808.00, 720TH— — — — — — — — - ' — — — —132 .lF -
OVERHEAD WIRES / EXCEL ENERGY PROPERTY
SW CORNER, SEC. 34
Y a
(I" STEEL SURVEY UNPLATTED LANDS
--------------'-'-----
SY4 CORNER, SEC. 34
MARK NAIL FOUND)
MARKEEIL FOUND)
UI
SCALE IN FEET
0' 125' 250'
1" = 250'
YLAND SURVEYOR: PREPARED FOR:
s SOLUTIONS JOSEPH GRANBERG RING INVESTWPEN-7§7 LLC. DRAFTED BY: JWG
1428 134TH AVENUE C/O DAN RING JOB NO. 100-718 SHEET
1921 M
NEW RICHMOND, WI 54017 1 dKF FI MC) AVENUE MN SS(169 DATE: 02/09/2021 1 OF 2
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