HomeMy WebLinkAbout012-1019-40-050 Lot 3JUN 08 2023
Wis. Dept. of Safety and lirofessional Services SOIL EVALUATION REPORT Page 1 of
Division of Safety and Buildings-Z ?r�
i-n accordance with SPS 385, Wis. Adm. Code
County St Croix
Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. 0122-1019-40-050
percent slope, scale or dimensions, north arrow, and location and distance to nearest road.
e d by Date
Please print all information. Re
$41
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
tl
Property Owner I IF 111h Property Location
Larry Swens011 P'11A SW N L 7 30 17
-JL Govt. Lot 1/4 1/4 S T N R E (or) W
Property Owner's Mailing Address 1±1A -2 Lot # Block # Subd. Name o(.,csm'#
1557 Cty Ra GG 3 na
City State Zip Code Phone Number Ficity E]Village own Nearest Road
New Richniond I \K 1 1 54017 1 ( 65 ) 1-343-6075 Erin Prairie I Cty Rd GG
New Construction Used Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement Public or commercial - Describe: 11"Ll
Parent material outwash Flood Plain elevation if applicable na
General comments Conventional System, systeni elevation 88.8011. Trenches spaced and depth to code 4.0011 below grade.
a recommendations,
Boring # Q Boring Ground surface elev. 9 2- 8 0 ft. Depth to limiting factor 120 in.
F1 Pit I 5;nil Annlirqfinn Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
*1
GPD/ft 2
---ff#1 I
---ff#2
1
0- 1
1 0yr 3/4
11011C
S1
2nisbk
ni f'r
CS
I 1�
1.0
10-22none
5yr4/4
s I
?insbk
iii Fr
CS
1
.6
1.0
3
22 - 12 0
7.5y,i-4,4
osg
na
na
.7
1.6
2 Boring # Boring 92.90 1 ') ()
Pit Ground surface elev. - ft. Depth to limiting factor in. ',;oil Annlirqtion Rate-
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
F-%
onsistence
Boundary
Roots
GPD/ft
ff#1 I-Eff#2
0- 10
1 Oyr3/4
11011C
Sl
I
-rnsbk
nift
CS
.6
1.0
10-36
5 yr4/4
none
SC US I
2msbk
ni fr
CS
.4
.6
36-120
7,5yi-4/4
11011C
Is
c S 2 'r
M1
na
.7
1.6
* Fffli iont Itl -- RnF) > -10 < 990 mnA qnci T.q.1; >.'If) < 1,in mnli * Fffiijpnt 42 = ROD < 30 ma/L and TSS < 30 mall -
CST Name (Please Print) S* n CST Number
David J. Steel 248956
Address Date Evaluation Conducted Telephone Number
1699 150(h St New Richniond, W1 54017 05/26/2023 715-760-0347
SBD-8330 (R] 1/11)
Property Owner Larry Swenson
3 Boring # Boring 92.50
SPit Ground surface elev.
012-1019-40-050 2 3
Parcel ID # Page of
ft. Depth to limiting factor in.
finil d►nnlir•atinn Rates
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
onsistence
undary
Roots
I *
GPD/ft 2
Iff#1
'"
ff#2
1
0-10
1 Qyr3/4
none
sl
2msbk
mfr
cs
2f
.6
1.0
2
10-24
10yr4/4
none
scl
2msbk
mfr
cs
1 f
.4
.6
3
24-30
7.5yr4/4
none
sl
2msbk
mfr
cs
na
.6
1.0
4
30-120
7.5yr4/6
none
1s
osg
MI
na
na
.7
1.6
Boring # C1 Boring
a pit Ground surface elev. ft. Depth to limiting factor in.
Cnil Onnlirafinn Rato
'Dominant Color:
Munsell
Redox Description
Qu. Sz. Cont. Color
Structure
Gr. Sz. Sh.
Boring # Boring
Pit Ground surface elev. I 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
oundary
Roots
GPDfft 2
ff#1
02
* Effluent #1 = BOD 5 > 30 < 220 mg/L and TSS >30 t 150 mg/L * Effluent #2 = BOD 5 < 30 mglL 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-8330Tcst (R I Ili I)
STEEL'S SOIL SERVICE
David J. Steel Larry Swenson 1557 Cty Rd GG
CST-POWTSM SWI/4,NEI/4,S 7j30NR17W New Richmond, W1
Lic. #248956 Town of Erin Prairie, St. Croix Co. 54017
715-760-0347 CSM Lot 3
This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use.
The location of this test may or may not be as shown, as permanent lot lines were not established at the
time the soil test was conducted.
Legend
1" - 401
A - f o
Benchm 'Ele. 100.00 ft
o 0 of 3I
Dp 4" PVC Pipe
• =Alt Benchrnutj 98.80 ft
--ro-p- —of I " PVC Pipe
Borings
Boring Elevations
BI - 92.80 ft
B2 - 92.80 ft
B3 - 92.10 ft
B4 = 0.00 11
�q 5 f--� LQ *T- A-j fW
N
3 of 3
❑ - INDICATES SOIL BORING LOCATION
CERTIFIED SURVEY MAP
LOCATED IN PART OF THE FRACTIONAL NWY4 OF THE NEY4 AND
PART OF THE SWY4 OF THE NEY4 OF SECTION 7,, T30N, RI 7W. TOWN
OF ERIN PRAIRIE, ST. CROIX COUNTY, WISCONSIN.
BEARINGS REFERENCED TO THE NORTH LINE
OF THE NEY4 OF SECTION 7. LINE BEARS
N87'58'19"E, ST. CROIX COUNTY
COORDINATE SYSTEM.
Po i I Dop
---
NY4 COR. SEC. 7 ---
(RAILROAD SPIKE, N85052'47"E
NE COB. SEC. 7
NOW PAVED OVER) 'G G 50.65'
(ALUMINUM CAP
FOUND)
pqUNTY TRUNK
'1911E
Ln N87-58
N87-58'1911E 1765-70'
189.68'
9 "E 6421-54'
04
:AT TL�- p
7C'4
NORTH LINE
Z
�_ll ---- N55-27'04-E:�:: C'i w 0
ao �k 606
OF THE
X
FRACTIONAL NE
7 'f >
25-16' i C"i Ir
<
5'40'E'
N87058116"E z
CURVE INFORMATION
z 230-00' W o
57-301 w
RADIUS - 718.94'
U-
z
CENTRAL ANGLE - 10058'10*
N12-16-27-E 6- lZ RA
N� Qu
CHORD - 137.44'
S88"38'08"E
133.45'
8,-1:
?033'09 -1(62
-E 331.13' Na--------
-
ARC LENGTH - 137.65'
co
TANGENTS IN- N85-52-47-E
C)
OUT-S83009'03"E
(.0
LEGEND
SEPTIC VENT cl
Z. �-a
SECTION CORNER (AS NOTED).
cy)
1.3"OUTSIDE DIAMETER IRON
iv DWELLING
0) ED bo
0
C) vt
0 u)
PIPE FOUND.
ram,._, !' ci
u') WELL
c/) 1,—d:
91 0.75' X 18' IRON REBAR
z
WEIGHING 1.502 LBS. PER
FOOT
L 0 T 2W w
LINEAR SET.
uj 186,701 SQ. FT. 0 LO re'
-
h - x - FENCE.
(4.29 ACRES) co
C) U)�,
KI/X z U?
C14 <:
(R) PREVIOUSLY RECORDED
no: z 04 �o
- WELL
z
INFORMATION.
5R 0
50' S89-21-23-E
C�Z F-
--Jl: U
w
,
296.92' - - — _(�_ - W,
PROPOSED DRIVEWAY
LOCATION.
W
LOT 3
0
917,023 SQ. FT. (21.05 ACRES)
r
INCLUDING RIGHT-OF-WAY
c>
Of z
913,080 SQ. FT. (20.96 ACRES)
0
z
EXCLUDING RIGHT-OF-WAY
e
&q C)
cory
0
'IV
SOIL BORINGS 69
(R N87-23'26"W 368.96')l
S88"48'06"W 368.49'
w
UJ NIFLA-MEIO LAMBS
SY4 COB. SEC. 7
(1.3 OUTSIDE
r-- ---------------------------
C'i
c SCALE IN FEET
0
DIAMETER IRON
Cl SECTION CORNERS SHOWN HEREON HAVE BEEN FOUND AND VERIFIED
z CD cf) WITH TIES OF RECORD AND PUBLISHED ST. CROIX COUNTY COORDINATES. o' 125' 250'
PIPE FOUND)
FIELD WORK COMPLETED ---------- --- -- _ 1 " = 250'
SURVEYOR: PREPARED FOR:
JOSEPH GRANBERG LAWRENCE SWENSON DRAFTED BY: JWG
5'LAND
s SOLUTIONS
1428 134TH AVENUE 1557 COUNTY ROAD "GG" JOB NO, 100-867 SHEET
NEW RICHMOND, N 54017 NEW RICHMOND, WI 54017 DATE: 06/10/2023 1 OF 3