HomeMy WebLinkAboutCST-2021-045 Lot 01ST c�2 Q I
Wisconsin Department of Safety and Professional Services Page, I of 2
1, AIL
Division of Industry Services
SOIL EVALUATION REPORT 47
C C
In accordance with SPS 385, Wis. Adm. Code County UGPY
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include,.ST Croix
but not limited to: vertical and horizontal reference point (BM), direction and percent slope, Parcel I.D.
scale or dimensions, north arrow, and location and distance to nearest road. Pending - New CSM (Current Is 008-1050-10-000)
Please print all information. Reviewed by Date
Personal information you provide ma be used for secondary purposes (Privacy Law, s, 15.04(1)(m)).
Property Owner Property Location:
Hickory Homes (Builder) Govt. Lot. SW 114 NW 1/4 S 17 T28 N R 16 W
Property Address Lot # Block # Subd. Name or CSM#
TBD 220TH ST 01 TBD New CSM
City State Zip Code Phone Number El city El Village fil Town Nearest Road
Baldwin WI 54002 Eau Gallo 220TH ST
New Construction Use: M Residential/ Numberof bedrooms 4 Code derived design flow rate 600 GPD
F] Replacement EJ Public or commercial — Describe:
Parent material Loamy glacial deposits over sandy outwash (Rosholt SI-) Floodplain elevation If applicable NA ft,
General comments and recommendations: Recommend minimum 20" sand -lift POWTS mound on 99.00 contour with 0.4gpdtft2 loading rate.
LF = 16" (Redoximorphic features)
Boring # ❑ Boring
Pit Ground surface elev. 99-00 ft. Depth to limiting factor 19 in.
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
In. Munsell Qu. Az. Cont. Color Gr, Sz. Sh.
Soil Application Rate
GPD/Ft 2
*Eff#1
*Eff#2
1
0-9
1 OYR 3/3
1
2msbk
mfr
cs
2f-vf
0.6
0.8
2
9-19
7.5YR 4/4
-
sl
2c-msbk
mfr-mfi
CW
1 of
0.6
0.0
0.8
3
19-51
10YR 4/6
c2p 7.5YR 4/6 & 7.5YR Sh
SCI-SC
1 csbk-Cm
mfi-Mvfi
0.0
MBoring #
F1 Boring 9 6.2 5 ft. 17
OR pit Ground surface elev. Depth to limiting factor In.
Soil A lication Rate
I I orizon
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
0-9
1 OYR 3/3
-
SI-Scl
2msbk
mfr
CS
2f-vf
0.6
0.8
2
9-17
7.5YR 4/4
2c-mabk
Mfi
gw
of
0.4
0.6
3
17-31
1 OYR 4/6
m2d 7.5YR 5/8 & 10YR 5/2
scl
I csbk
mfi
ai
0.2
0.3
4
31-54
2.5Y 6/4
c2p 7.5YR 5/8 & 10YR 6/1
fS
Osg
loose
0.5
1.0
M f-% f'% -- 0 n - fl *1 A
.Yfflv 11 "A "rC! 0 0 n e I
V, n 11
�ffi, innt 4F)
Pnn -> in
< 59n mall and
T.R.q > *in
< 1 liO mnIL
CST Name (Please Print)
Signature
CST Number
Ryan Bechel
SP- 111500001
Address
Date Evaluation Conducted
Telephone Number
779 Spring Creek RD S, Red Wing, MN 55066_ 1
02/25/21
(651) 327-0014
r `
•
3 Boring # ❑ Boring
M Pit
Ground surface elev. 99.00 ft. Depth to limiting factor 16 In.
Steil Annlination Rate
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Ou. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Fig
*Eff#1
*Eff#2
1
0-8
1OYR 3/3
-
1
2f msbk
mfr
cs
2m of
0.6
0.8
2
8-•16
7.5YR 4/4
-
sl-sd
2- esbk
mfr
gw
-
0.4
0.6
3
16-26
1OYR 4/6
f1d TM 5/8 & 1OYR W
Sd
2cabk
rnfl
gw
-
0.4
0.6
4
26-42
1 OYR 4/3
cap 7.5YR 416 & 7.5YR 5/1
SC
Orn
MA
0.0
0.0
Boring #
❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Sail Awlication Rate
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPDIFe
*Eff#1
*Eff#2
aBoring #
❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor In.
Snit Annikin inn Rats
Horizon
Depth
In.
Dominant Color
Munsell
Redox DescriptionTexture
Qu. Az. Cont. Color
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD1Fe
*E#f4'1
*Eff#2
* Effluent #1 = BOD, > 30 s 220 mg/L and TSS > 30 S 150 mg/L * Effluent #2 = BOD, > 30 s 220 mgA- and TSS > 30 s 150 mg/L
esigner: Ryan Bechel `All property lines not o Benchmark SYSTEM NOTES
ertiffed Sol Tester: SP-111500001 ADVANCED , . drawn are 'l OOft from Septic T9nk:
Wgner of Engineering Syatemx D =63-•-7 F44 1 N V 1 R O N M E N T A L sum � Soll Boring
P
i
SCALE
of
30'
P/L I
BM3 a 91.20
Grade at wood lathe **Borings observed P"
property line marker 7/2/20 by Michael
I. Myers** Proposed north P.L.
«.g,3 (New CSM)
g06.* 14 *1120'
'Zp
�I
to east P.
132
/ .00
33' 33 /
B
• **well to be located >50ft
from system components**
New 4BR Home
Driveway Garage ` "J
oc BM1 = 100.00
Top nail In 12" wooden
post 1.5' above grade
Pump Tank:
STA:
4U ommend minimum 20' =" POWTS mound on
99.00 contour wAh 0.4gpW loaft rate
-Depth to restriction =16r (ReWmor* bkm)
-Con W = 99.04
.e =4%
f Distribution:
I -system wW rquim pressure dstnbu§Dn
LOCATION MAP (not to acale)
rot
/ LTY N
I
I
1
Feld IL PREPARED FOR
drainage
BM2 = 98.92
Swale Hickory Homes (Bill Jensen) Grade at wood lathe Srte Address:
property line marker -MD 220TH ST
P/L 1 Baldwin, WI 540D2
l P/L
PID: TBD (New CSM) t1L47 Acres
S > P/L
OL I CK
Cartfiad SWment This gjAwn has bN d=WW and wakxrtsd in 0000rdonas with ft tM and Load dodos. Ths soil tvabra t area mint retain pratictsd fn n dh turbw= and/or oxf;=Uon boWe and afbsr
Legal; SW 1 /4 NW 1 /4
S17 T28N R16W
Town of Eau Galle