HomeMy WebLinkAboutCST-2020-239 020-1074-30-050Wis. Dept. of Safety and Profes,F
l Services SOIL EVALUATION REItF I /
Division of Safety and Buildings, 6 51 q) l q Page ofo�
in accordance with SPS 385, Wis. Adm. Code
County St Croix
Attach complete site plan on poper not less than 8 112'x 1.1 fiches in size. Plan must
include, but not limited to: vertioal and horizon" Cefereucepoint'(BM), direction and Parcel I.D. 020-1074-30-050
percent slope, scale or dimensions; north arrow, and location and distance to nearest road.
Please print all information. I Rev ed by Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 3
Property Owner Property Location ❑
Alex and Bridget Ca valier Govt. Lot NW 1/4 C1/4 S T 29N R 19E (or) W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
735 Crosby Dr 1 na /7— Z 0 CSM
City State Zip Code Phone Number ity ❑Village ElTown Nearest Road
Hudson I W1 1 54016 II 71)5-386-6502 Hudson I Badlands
New Construction Use[:] Residential / Number of bedrooms 4 Code derived design flow rate Mu GPD
❑ Replacement ❑ Public or commercial - Describe: na
Parent material outwash Flood Plain elevation if applicable ZDIk .Y, na ft.
General comments Conventional system, system elevation 91.20ft, 5.00 ft below grade or to be determined by installer at time of
an�jrecommendations: installation. Trenches spaced and de th to code.
1vrA �lov,= Salhv>-.c.+ 0 11d4 30 LA
uH n�a- �►�;> w i��-t
F-1
ElBoring
Boring # Q 96.40 110 pit Ground surface elev. ft. Depth to limiting factor in.
Soil ADDllcatlon Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
onsistence
Boundary
Roots
*
GPD/ft 1
ff#1 *
ff#2
1
0-10
10yr3/1
none
sil
2msbk
dfr
cs
]f
.6
.8
2
10-27
10yr4/4
none
sic]
21-nsbk
mfr
es
1 of
.4
.6
3
27-38
7.5yr4/4
none
sl
2msbk
mfr
cs
na
.6
1.0
4
38-1 10
7.5yr4/6
none
Ills
osg
ml
na
na
.7
1.6
2 ] FBoring #
❑ Boring 96.40 110
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
onsistence
Boundary
Roots
GPD/ft 2
ff#1 *
ff#2
1
0-15
1 Oyr 3/2
none
sil
2msbk
dfr
cs
I f
.6
.8
2
15-34
1 Oyr 4/4
none
sicl
2msbk
mfr
cs
1 of
.4
.6
3
34-50
7.5yr4/4
none
sl
2msbk
mfr
cs
na
.6
1.0
4
50-110
7.5yr4/6
none
ms
osg
ml
na
na
.7
1.6
* Effluent #1 = BOD 5 > 30:< 220 mg/L and TSS >30 < 150 mg/L " Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Si na CST Number
Dvaid J Steel �1 248956
Address Date Evaluation Conducted Telephone Number
1699 150th St New Richmond Wl 54017 8/20/2020 715-760-0347
SBD-8330 (RI 1!11)
Alex and Bridget Cavalier
Property Owner Parcel ID #
P Boring # 11 ❑ Boring 99.80
pit Ground surface elev. ft.
020-1074-30-050
110
Depth to limiting factor in.
2 3
Page of _
Snil Annlication Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
nsistence
Boundary
Roots
GPDfft 2
f1#1 "
ff#2
1
0-8
10yr3/2
none
sl
2msbk
dfr
cs
lvf
.6
1.0
2
8-34
7.5yr4/4
none
is
osg
ml
cs
na
.7
1.6
3
34-110
7.5yr4/6
none
ms
osg
ml
na
na
.7
1.6
Boring # CJ Boring
Pit Ground surface elev. ft. Depth to limiting factor in. Sail Aoolication Rate
Boring
Boring # Ground surface 1:1elev. ft. Depth to limiting factor in.
Pit Soil ADdication Rate
Qu. Sz. Cont. Color
* Effluent #1 = BOD 5 > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD s < 30 mg/L and TSS < 30 mg/L
The Dept. of Safety and Professional Services is an equal opportunity service provider and employer. If you need assistance to
access services or need material in an alternate format, contact the department at 608-266-3151 or TTY through Relay.
SBD-8330Test (RI Ul 1)
STEEL'S SOIL SERVICE 3 of 3
David J. Steel Alex and Bridget Cavalier 735 Crosby Dr
CST-POWTSM NW1/4,NE1/4,S27,T29N,R19W Hudson, ,W154017
Lic. #248956 Town of Hudson, St. Croix Co. 715- 386-6502
715-760-0347 CSM Lot 1
This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use.
Legend N
1" = 405
♦ = Benchmark Ele. 100.00 ft
Top of 3/4" PVC Pipe
• = Alt Benchmark El 100.50 ft
Top of 3/4" PVC Pipe
= Borings
Boring Elevations
B 1 = 96.40 ft
B2 = 96.40 ft
B3 = 99.80 ft
B4 = 0.00 ft
(67t
Is
I3513Y
VOL 17 PAGE 4490
KATCILEEA H. -
REGISTER OF DEEDS
ST. CROIX CO. WI
RECEIVED FOR kECORD
03/31/2003 10:45AM
CERTIFIED SURVEY MAP
•Q
nnn FEE.
PIED
SURVEY
MAP
COPY FEE: 3.�00V
PAGES: 2
A. David Kelly, Jr.
Located in part of the Northwest '/, of the Northeast 'is Jf -- - tin 1 � - - .. n �>? "
29 North, Range 19 West, Down of Hudson, St. Croix County, Wisconsin.
LOT 1, _CERTIFIED SURVEY MAP
VOLUME 10, PAGE 2871
KELLY ESTATES
UNPLATTED
_ _
UNPLATTED
LANDS
L
LANDS 1
NORTH 114 CORNER I
M - 22 RODS
3637
SECTION 27, T 29 N, R 19 W
(POST ION DETERMINED
(R = 89'S7 E]
(R = N 89.37 E))
�!
(R = S 69'44'13' E 2603.02�
- S 89 44'f 3'E 266a f f -
FROM TIES)
(R = B9'26' 44' E
G)S 89' 44'lr E 363.Q9 r _ - _ i[SCA�O S 89'44'f3' E 2240.02'
—
N arar27• E 47 E) -
(R = N W 25t)0'EJ
co
N 89°26'42" E 363.09' --�� L NORr� NER
'ar
r �mFWHT0FWpY
SECTJCM127,729N,Rf9W
FOUNDf'TIEPIPE
(R = N 89'26'44' E)
a
' S UNE BAD"NDS ROAD
S OO' E 27.3'
JOINT DRIVEWAI4
FENCE
f't WEST
g
' '
EASEMENT ---
Zy,
t
SUP& S ARE REFERENCED
c
i U
TO THE NORTH LME OF THE
v
W
NORTHEAST 114 OF SECTION 27,
o,
T 29 N, R 19 W, ASSUMED AS
v ;
S 99.44'f J' E.
W LOT 2
2
147,925 SQ. FT.
$ OR 3.396 AC.
SCALE X FEET 1 • ■ 2A9'
Cr)
z
C);
160
U 1 0� 260
g66'
50'1t29OWNER'S7W3
`;
s
ADDRESS
4410 KENWOOD PARKWAY
ST. PAUL, MN 55105
� S
W
LOT 1
g
4-
LEGEND
z iN
180,780 SQ. FT.
o M
■ o
OR 4.150 AC.
_;
p
INDICATES 1-114' O.D. x 18' IRON
o
PIPE SET (MIN. WF - 1.13 LB./L.F.)
Ci
LIJ
4'7 v Z
•
INDICATES 1' IRON PIPE FOUND
N �?
z'
o
INDICATES 2' IRON PIPE FOUND
�
s 4'±_;
r--1 8.0
S 89'53'36' E 363.09'
m 5 °
SOIL BORINGS (PROPOSED SEPTIC SYSTEM)
oCL
C� m 4
w
SEC770AI CORNER MONUMENT (A.^ ,'.'C'a-;
QM1
-8 2 Q Q
—•—
INDICATES FENCEUNE
W
OUTLOT 1
�
�
W
3
DATED.
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