HomeMy WebLinkAboutCST-2023-289 032-1021-50-000k
f � yand Professional Services Page_I of
SOIL EVALUATION REPORT G5 T _205j_Z3
O C T O `' 2023 I accordance with SPS 385, Wis. Adm. Code County
Attach comp) to site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, St.Croix
but not limite to: verti�t and biorifoAtM (eference oint (BM), direction and percent slope, P r� I D
scale or dime siOLn-,ri�gf-PT9vDgir4lgVatwnend distance to nearest road.
— Please print all information. *ib�
ate • J.� r/wI -1
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m))
Property Owner
Property Location V V LJ LI
Christopher Mick
Govt. Lot NE % 8 v, S 31 T 31 N R 19 E (or) W
Property Owner's Mailing Address l0
Site Add ss or CSM and Lot #:
389 Rice Lake Rd
Lot
City
State
Zip Code
Phone Number
❑ City ❑ Village Town
Nearest Road
I
Somerset
Wi
54025
( )
Somerset
Rice Lake Road
ENew Construction Use: F!] Residential/Number of bedrooms 4
Code derived designflow rate 600 GPD
❑ Replacement ❑ Public or commercial — Describe:
Flood Plan elevation if applicable N/A ft7.-g/le X
Parent material Outwash
Gefferal com s and recommendations: System Type: Conventional Gophers present at tested area , Area was cut!
Boring # ❑Boring
96.5 100
aPit Ground surface
elev. ft. Depth to limiting factor in. / elev. ft.
Soil Annlication Rate
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ft2
'Eff#1
I 'Eff#2
1
0-100
10yr4/6
none
S
Osg
ml
n/a
n/a
.7
1.6
2] Boring #
❑Boring 96.5 100
QPit Ground surface elev. ft. Depth to limiting factor in. / elev. ff.
Soil Anolication Rate
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ftl
Eff#1
I 'Eff#2
1
0-100
10yr3/2
none
SI
2mgr
mfr
cs
2m
.6
1.0
CST Name (Please Print)
Signal
CST Number
Shaun Bird
Address
-Wnff226900
aluation Conducted
Telephone Number
1432 120th St. New Richmond Wi 54017
/23
715-246-4516
* Effluent #1 = BOD > 30 :5 220 /L and TSS > 30 5 150 mg/L Effluent #2 = SOD, <_ 30 mg/L and TSS 5 30 mg/L
SBD-8330 (R04121)
❑ Boring 101.1
37 Boring # Pit Ground surface elev. Ft.
A
Page of
Depth to limiting factor 100 in. / elev. ft.
Soil ADDlication Rate
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
0-100
10yr4/6
none
S
Osg
ml
n/a
n/a
.7
1.6
Boring #
❑ poring
❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft.
Soil Aoolication Rate
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
❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev, ft.
Soil Aoolication Rate
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 5 220 mg1L and TSS > 30 s 150 mg/L " Effluent #2 = BOD, s 30 mg/L and TSS 5 30 mg/L
1 16
Soil Test Plot Plan
Project Name Christopher Mick Shay ird
Address 389 Rice Lake Road
Somerset WI 54025 S #22C900
Da 471 0/2/23
N/1319 W Township Someset
Boring 0 Well PL Property Line County ST. CROIX
, I3M or VRP Assume Elevation 100 ft. Top of Wood Fence Post
System Elevation TBID *HRpSame as Benchmark
Lot 4 Subdivision
NE 1/4 SE 1/4S 8 T 31
Scale = 1/4" = 10'
LOT 1
4.18 ACRES INC R/W
182,089 SO. FT.
3.82 ACRES EXC R/W
166,235 SO. FT.
SURVEYOR CERTIFIED SURVEY MAP
MICHAEL J. ERICKSON LOCATED IN PART OF THE NE1/4 OF THE SE1/4 AND IN PART OF THE SE1/4 OF THE NE1/4 OF
FOUR SEASONS LAND SURVEYING, LLC SECTION 8, T31 N. R19W, TOWN OF SOMERSET, ST, CROIX COUNTY, WISCONSIN.
.1.WI R
LLOW IVER DRIVE
HUDSON, WI 54016
OWNER SOIL TEST MAP / SLOPES
CHRISTOPHER AND THERESA MICK
389 RICE LAKE RD LOT 6
SOMERSET, WI 54025 C.S._M. IN LOT 5
I LOT 1 II VOL. 22, PG. 5304 C.S.M. IN
UNPLATTED LANDS I C_._S.M. IN I DOC. #838137 I VOL_. 22_PG. 5304
V_O_L._1_7, PG. 4_6_29_
_ I DOC. #838137
W1/4 SECT ON 8 CORNER
I DOC. #742495 L—
(V IRON PIPE FD) ( L C4 G79�18" E
N89-47'191 I C1 c3 33.23, 183.34'—
/ _ G a C9 70 9 RLC`E LA65.06'KE RCAL
184.76'
LEGEND POSED DRIVEWAY— — —
N89°47'19"E / ABED 66 HOUSE � ❑GARAGE
ST. CROIX COUNTY SECTION CORNER 3945.56' = EWAY a SHED --
POSITIONED FROM COUNTY c * E EMENT �T�F a m WELL SHED
COORDINATES. POSITION VERIFIED WITH Z c �c O �svm N SHED
MONUMENT AS NOTED OR TIES OF 0 LOT 1 p SF SEPTIC
RECORD U a z C B A= 21 AC ' �' F� VENT 8
3/4" REBAR FOUND
3/4" X 18" IRON REBAR SET WEIGHING
El 1.50 LES. PER LINEAR FOOT
—x— EXISTING FENCELINE
® 12-19.99 PERCENT SLOPES
♦ SOIL TEST
BEARINGS ARE REFERENCED TO THE EAST LINE OF
THE SE-1/4 BEARING S00-5545"W. ST. CROIX
COUNTY COORDINATE SYSTEM.
INSTRUMENT DRAFTED BY MICHAEL ERICKSON
JOB NO: 22-106 DWG: CSM3
DRAFTED:10/01/23 FIELD.09/29/23
SCALE IN FEET 1" =200'
0 200 400
11 r N n
C) 94.84' � C.
cv
1 � • o
D w W 366.02' _o o
j L S89°37'49'W 460.86' ^ o
0
s °oA U ,
z Z 2 LOT 2 • •
i 3.50 ACRES ;
FC 152,247 SO. FT. o w
LL m
0 C.B.A. = 2.9 AC
w
Z 'n
J �
0
w 1285,15' z
AA-
N
I
LOT4
C.S.MAN
VOL 22, PG. 5304
DOC. #838137
— ss' I ---- LANDS
--
C12 — — — —
WEST 1/4 LINE OF SECTION 8� F1/4 CORNER
SECTION 8
I33 33'I (1" O.D. SURVEY
LOT 3
MARKER FD)
10.37 ACRES INC R/W
1. z
451,513 SO. FT.
�I
I O
m
m
9.46 ACRES EXC R/W
� ti m
OI
412,086 SO. FT.
m I
c I W i 0
'cr,
CBA.-76AC
o
cr1g
:
-i
S89°37'49'W 468.72'
C l w
I
OI
2
435.71'
33.01'
WA
tit w
~I
LOT 4
o I
41
CB.A.=23AC06
a!
O
0.s
♦
�o
w
PROPOSEDI
DRIVEWAY .
SOUTH LINE OF THE N1/2 OF THE NE1/4 OF THE SE-1/4 OF SECTION 8
UNPLATTED LANDS
468 7�3.0-1 66
� IN
0
In o
oN
0
co SE CORNER
SECTION 8
(60D SPIKE FD)
SHEET 1 OF 3 SHEETS