HomeMy WebLinkAbout008-1066-80-000CST"C;�a��
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A \/k/isconsin Department of Safety and Pr rvices
Division of Industry Services r
SOIL EVALUATION REPORT
1a1accorcf�nce with SPS 385, Wis. Adm. Code
Attach complete site p n on pan,%(Ii4t 1%1 than 8 1/2 x 11 ches in size. Plan must include,
but not limited to: vertic4l and ho '71 ntal reference Dint (PM , direction and percent slope,
�l
scale or dimensions, north arrow, and loc*op'4 nearest road
e.. -
1 "4 " __�' pi -el ffiiji"fflinformation.
Personal information you prqkide( �c) e used for secondary purposes -(Privacy Law, s. 15.04(1)(m)).
Property Owner Property Location:
Aaron Foster (prospective buyer) Mark Foster (owner) Govt. Lot:
Property Address Lot # Block #
TBD 250TH ST
Page 1 of 2
County
ST Croix
Parcel I.D.
008-1066-80-000 (current PID: future split proposed)
Reed by ,] It . Datq__, ,
NW % NW 1/4 S 2 3
Subd. Name or CSM#
(CSM anticipated)
T 28 N R 16 VV
City State Zip Code Phone Number ❑ city ❑ Village X Town Nearest Road
Woodville (WI 54028 (715) 441-6375 1 Eau Galle 250TH ST
A New Construction Use: 0 Residential/ Number of bedrooms 4-5 Code derived design flow rate 750 GPD
F-1 Replacement D Public or commercial — Describe:
Parent material Loess over loamy till (VIasaty sil) NA ft. OAR
Floodplain elevation if applicable
General comments and recommendations'. Recommend minimum 21 " sand -lift POWTS mound on 100.00 contour with 0.4gpd/ft2 loading rate.
LF = 15" (Redoximorphic features) **Deep plow (10- 12") recommended to break up weak-piatey soils in B2**
J1
Boring
1 Bo ng # mfi Pit Ground surface elev. 100.00 ft.
0 tA ho A
VV A
CDepth to limiting fctor 15 in.
Rnil Annlir..qtinn R;;tta
Horizon
Depth
In
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ft 2
*Eff#1
*Eff#2
1
0-7
10YR 3/3
1
2f-msbk
ds
CS
2m-vf
0.6
0.8
2
7-15
1 OYR 5/4
1
2mabk
ds
gw
2m-vf
0.6
0.8
3
15-30
7.5YR 4/6
f2f 7.5YR 5/8 & 10YR 6/1
Is-sl
1 csbk
clsh
aw
1 rn-vf
0.4
0.7
4
30-41
7.5YR 4/4
c2d 7.5YR 4/6 & 7.5YR 5/2
sl
1 cabk-Om
dh
1 of
0.2
0.6
T
Boring #
El Boring
W Pit Ground surface elev. 100.00 ft, Depth to limiting factor 18 in,
ISoil Annlication Rate
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr, Sz. Sh,
Consistence
Boundary
Roots
GPD/Ft 2
*Eff#1
*Eff#2
1
0-9
1 OYR 3/3
1
lfsbk-lfpl
ds
CS
1 m-vf
0.4
0.6
2
9-18
10YR 5/4
-
I
2f-mabk
ds
gs
1 m-vf
0.6
0.8
3
18-32
7.5YR 5/4
f2d 7.5YR 4/6 & 10YR 5/2
1
2mabk
mf r- mfi
gw
I m-vf
0.6
0.8
4
32-48
7.5YR 4/4
m2p 5YR 5/8 & 7.5YR 5/2
C1
1 cabk-Om
mvfi
1 f-vf
0.0
0.0
T
"aill "01
CST Name (Please Print)
Signature
CST Number
Ryan Bechel
56J41
1330832
Address
L/
Date Evaluation Conducted
Telephone Number
779 Spring Creek RD S, Red Wing, MN 55066
10/27/22
(651) 327-0074
-31JU -bJJU (NU4/1 b)
3 Boring #
❑ Boring
❑■ Pit Ground surface elev. 98.00 ft.
Depth to limiting factor 22 in.
L►...:I A .....I:.....a:.... n..a,.
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
0-8
10YR 3/3
-
1
2f-msbk
ds
cs
2m-vf
0.6
0.8
2
8-22
1 OYR 5/4
-
l
2f-mabk
ds-dsh
gs
1 m-vf
0.6
0.8
3
22-32
7.5YR 5/4
f1f 7.5YR 5/8 & 10YR 6/1
I-sl
1 msbk
dsh
gw
1 m-vf
0.4
0.6
4
32-44
7.5YR 4/6
c2f 7.5YR 5/8 & 1OYR 5/1
ICOS
Osg
ml
-
-
0.7a
1.6a
4 Boring #
❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
0-:1 n..._i:..,.a:.._. n..._
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPDIFt2
*Eff#1
*Eff#2
5 Boring #
❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Coil A r%r%1i^,n*,nr% ��+a
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPDIFt2
*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
Designer: Ryan Bechel 2022 Advanced - *All property lines not t SN'STENI NOTES 1
0 Benchmark
Certified Soil Tester: 1330832 Environmental LLC. drawn are >100ft from N Septic Tank:
Designer of Engineering Systems: D 2263-7 All rights reserved. system � Soil Boring � �,.
- - ±800' �- - ±265
P/L ' - ---- '�
P/L
l P/L
P/L
� P/L
to 250TH ST P/L
centerline I'unip Tank:
(approx.) BM2 = 104.10 -
`� ,�► CD Top of 1" iron rebar f
BM1 = 100.00 **Well to be located >50ft (41
1 above grade)
Top 1" PVC pipe from soil treatment area &
18" above grade) >25ft from tanks**
Soil Treatment Area:
-Recommend minimum 21' sand4ift POWTS mound on
100.00 contour with 0.4gpde loading rate
- - "Deep plow j 10-17j recommended to break up
weak-platey soils in B2'"
- - -Depth to restriction =15' (Redoximorphic features)
13 % -Contour=100.00'
CD - {-- - -Sbpe =13%
C4
- ---
0 C
+ Distribution:
�i -System will require pressure distribution
"NOTE: New 4-5BR +
home location proposed
approximately 450 feet LOCATION MAP (not to sccde)
.0 west of test area"
4' i�
V)
30TH AVE z
Ln
Approximate area
of soil test conducted
4/12/22 by Shaun Bird SITE
PREPARED FOR:
1 L
' Aaron Foster
Tree Site Address:
line TBD 250TH ST
Woodville, WI 54028
PID: 008-1066-80-000 14.25 Acres
Legal: NW 1 /4 NW 1/4
201 S23 T28N R16W
01 40' Town, of Eau Galle
Certified Statement: This system has been designed and evaluated in accordance with State and Local codes. The soil treatment area must remain protected from disturbance and/or compaction before and after construction. Scale: 1" _ 40' Date: 10127122
NO WARRANTY IS MADE THAT TMIS SYSTEM WILL CONTINUE To FUNCTION INDEFINITELY. System must be property maintained. Review your system's management plan for information on proper care and maintenance.
West
Monument
Iron Rebar
East
WA
Scale in feet
4W'
CERTIFIED SURVEY MAP
LOCATED IN PART OF THE NW 1/4 OF THE NW 1/4 OF SECTION 23, TOWNSHIP 28 NORTH,
RANGE 16 WEST, TOWN OF EAU GALLE, ST. CROIX COUNTY,WISCONSIN.
NW Corner
23-T28N-R 16W
Found 3/4" iron rod
TM
NW 1/4 OF NW 1/4
23-28-16
0 co
W
Witness monuments bear:
o
Unplatted lands
S89-59-13W 26.88 '
o
L5I ' ; I oo
S12-38-02W 48.36 r
from computed position -
N
m
N89-59-13E 1090.32 falls in rock pile. o I
33I33•
•
840.00
250.32 t
r
33.00
807.00
sb .
�
LOT 1
sb • o
I
I
Area Including Road Right
of Way:
LO
N
v
228,424 Square Feet
sb
oo
CO
�I �
coIcli5.2439
N (�
Acres
Area Excluding Road Right
90 A0
of Way:
/ �'
/ l I v
I N rn
o
219,071 Square Feet
w89 -13W ��/
I
sb
I
33.00
5.0292 Acres
o
.sbo
JC)
717.00
o/100AA72.80
po ti
S89-59-13W 750.00
o •sbR:4020.00
0 �(n / ! CA:6-44-19
so
o
�
LOT 2
zl so CB:S18-52-39.5
/ /
z
N
CO I
Area Including Road Right of Way:
/ CA72.52
350,717 Square Feet
// TB IN:S15-30-30W
N
8.0514 Acres
Former Railroad TB OUT:S22-14-49W
Io
Area Excluding Road Right of Way:
Right of Way line
fence falls 5-10t
I c
o
341,311 Square Feet
a
Z 33.02
7.8354 Acres
east of line
"' Uri fatted lands
842.97 South line of NW 1/4 of NW 1/4 ^� ti / �
7
N88-02-17W 8779
UnElatted lands
col
N
• M
/
/
Bearings are based upon
the St. Croix County
Coordinate System, NAD
�
1983, (1991) Adjustment.
The Parcel(s) shown on this map are subject to
The west line of the NW 1/4
State, County and Town haws, rules and
bears S00-00-47E.
regulations (i.e., wetlands, minimum lot size,
W 1/4 Corner
access to parcels, etc.). Before purchasing or
23-T28N-R16W
Bearings are expressed in
developing any parcel(s) contact the St. Croix
Found 2" o.d. iron pipe
degrees -minutes -seconds.
County Community Development Department
Distances are expressed in
and the Town for advice.
decimal feet. See County
Surveyor's Office for
Section Data.
C 0 NS
Legend
Brandon W.
Q = Found 3/4" Iron Rod
King
=
-
S-2632
=
• = Found 1" Q.D. Iron Pipe. 0
200 400 Eau Galle
WI o
= Found St. Croix County Mounment
'���tia
'''•,������•�```
as noted.
Scale: 1 Inch = 200 Feet
s R `�
111 4 I `
lll � /,(�.��
O = Set 3/4" x 18" Iron
Rod
�7
weighing 1.50 Lbs. Per Lineal Ft.
6-07-2023
Brandon King Land Surveying, LLC
PREPARED FOR:
N324 Co. Rd. D Eau Galle
WI 54737
Mark Foster FIELD WORK DATE: 6-01-2023 SHEET 1 OF
1328 Creekwood Drive MAP DATE: 6-07-2023 2 SHEETS
Phone: 715-639-5243 Email: bklsllc@gmail.com New Richmond WI 54017