HomeMy WebLinkAbout004-1017-71-300NOV 'p 4 20t9
Wisconsin Depart"M of Safety and Professional Page 1 of 3
Division of Indus" Services_ x �ojment nty 1,, , pro
�ommunitY Develop SOIL EVALUATION REPORT
In accordance with SPS 385, Wis. Adm. Code County
ST CROIX
Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include,
but not limited to: vertical and horizontal reference point (BM), direction and percent slope, Parcel I.D.
scale or dimensions, north am m, and location and distance to nearest road. PART OF 004-1017-71- 300
Please print all information.
Personal information you provide may be used for secondary purposes Law, s. 15.04 1 m . / 1 I
Property Owner Property Location ` ❑
JERRY KIPPES Govt. Lot Prt SW % NW % S 8 T 28 N R 15 E (or) W
Property owner's Mailing Address Lot # Block # Su CS 3 (07 35
3701 3r St Proixised 3 Zy
City State Zip Code Phone Number ❑ City ❑ Vila ge ® Town Nearest Road
ELK MOUND WI 54739 715 671-3063 1 1 CADY C.T.H. -NW
®NewConsfnxtion Use: ®Residential/Numberofbedrooms3 Code derived design flow rate 450GPI)
❑ Replacement ❑ Public or commercial - Describe:
Parent material GLACIAL DRIFT & LOESS Flood Plan elevation if applicable N. ft.
General comments and recommendations: RECOMME MOUND VING A CENTERLINE ON OR NEAR THE 100.5 CONTOUR. CENTERLINE CAN
R�1N/PARALLEL WITH B7 - B21 AS SLOPE BETWEEN TH S THAN 1% (SITE IS BASICALLY FLAT)
Boring #
U normg
® Pd Ground surface elev. 100.6 ft. Depth to limiting factor 20 in.
c..a a�ro
Horizon
Depth
Dominant Color
Redox Description
Texture
Stmdure
Consistence
Boundary
Rods
GPD/Ftz
'Eft#1
,EtI#2
In.
Munsell
Qu. Az. Cont Color
Gr. Sz. Sh.
1
0-8
7.5YR 3/3
—
1
21gr
mfr
9w
2f
0.6
0.8
2
8-12
10YR 5/4
—
sil
21abk
mfr
dw
1f
0.6
0.8
3
12-20
10YR 5/6
—
sil
2fabk
mfr
9w
1f
0.6
0.8
4
20-28
10YR 5/6
ctd 5YR 5/8 &
sil
2fabk
mfr
dw
1vf
0.6
0.8
c2d 7.5YR 5/3
5
28-44
1OYR 4/6
m1p 7.5YR 518 &
scl
tfsbk
mfr
dw
—
02
0.3
m2p 7.5YR 612
6
44-67
1OYR 4/6
m1p 7.5YR 518 &
scl
Om
mill—
0.0
0.0
m2 7.5YR 6/2
Boring # ❑ Boring
® Pft Ground surface elev. 99.7 ft. Depth to limiting factor 24 in.
IZM e.... 2 M2 —. R2to
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cant Color
Texture
Stmcture
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Fe
•EfM1
'Eff#2
1
0-8
7.5YR 313
—
1
21gr
mfr
9w
2f
0.6
0.8
2
8-13
1OYR 514
—
sil
2fabk
mfr
dw
1f
0.6
0.8
3
13-24
10YR 516
—
sil
2fabk
mfr
9w
1f
0.6
0.8
4
24-34
10YR 5/6
c1d 5YR 5/8 &
c2d 7.5YR 5/3
sil
2fabk
mfr
dw
1vf
0.6
0.8
5
34-50
1OYR 4/6
c1p 7.5YR W &
c2p 7.5YR 62
scl
0m
mfr
—
—
0.0
0.0
CST Name (Please Print)
Signatu
CST Number
CHRIS FREDERICKS
-.-
71618
Address
Date Evaluation ucted
Telephone Number
49941/2Ave, Clay1cin, WI 54004
8119/19
715.419.0127
❑ Boring❑ Boring
® Pit Ground surface elev. 100.4 R Depth to Ym" factor 15 in.
c..I A.wi., .... Pt.
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ft2
'Efi#1
•EftC2
1
0-6
7.5YR 313
—
1
211gr
Mir
gw
21
0.6
0.8
2
6-15
tOYR 5/6
—
sit
2fabk
mfr
gw
1f
0.6
0.8
3
15 20
10YR 5/6
cld 5YR 5/8 &
c2d 7.5YR 513
sit
2fabk
mfr
dw
if
0.8
0.8
4
20-37
10YR 5/6
m1p 7.5YR 518 &
m2D 7.5YR 62
tfabk
mfr
dw
1vf
0.2
0.3
5
3747
1OYR 4/6
m1 p 7.5YR 5/8 &
m2p 7.5YR 6/2
Sd
Om
mfi
—
—
0.0
0.0
❑ Boring❑ Boring
❑ Pd Ground surface elev. _ R Depth to fimn'h'rug factor _ in.
Gul Ar"kr fim Rota
Horizon
Depth
In.
Dominant Color
Munsel
Redox Description
Qu. Az. Cont Color
Texture
Structure
Gr. Sz Sh.
Consistence
Boundary
Roots
GPD/Ft2
'Efl#1
'Eff#2
❑ Boring ❑ Boring
❑ Pit Ground surface elev. _ R Depth to limiting factor _ in.
c..a A.w� 0M.
Horizon
Depth
In.
Dominant Color
Munsel
Redox Description
Qu. Az. Cont Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/F12
'Etf#1
,Efla
Effluent #1 = BOD, > 30 s 220 mg/L and TSS > 30 5 150 mg/L ' Effluent #2 = BOD, > 30 s 220 mg/L and TSS > 30 s 150 mg/L
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SOIL -TEsr'S
CERTIFIED SURVEY MAP
PART OF THE SOUTHWEST QUARTER OF THE NORTHWEST
QUARTER OF SECTION 8, TOWNSHIP 28 NORTH, RANGE 15
WEST, TOWN OF CADY. ST. CROIX COUNTY, WISCONSIN.
0 Northwest Corner
b Section 8-28-15
RECEIVED
NOV '04 2019
St. Croix Coun.7
Community Development
5z Survey Mark Nail PREPARED FOR:
to UNPLATTED 1eraUld M KIres _LD
UN ED
UNPLATED o ANDS
LANDS
N89.35'06"E
-- -- --
.00, WD27 4'
l 752.74'
ZI WiI00
LOT 1
of rtc
w 436,017 sq.ft. c
c ml
10.010 acres u
pa
UNPLATTED x(
I'P incl.
c
OI
LANDS
N O c
s ft.
z
a zl
9.344 acres
i
r i
excl. r—o—w
I
T
I—
occess a 543.48' easement 159.,
u l I I
.00' 593.48
J
I S89.32.25"W
a
centerlinel I
I LOT_t, CSM oa o
I
I Vol.28,Pg.5402 o p
— — —
Ct
n
,i�
z
UNPLATTED I I I
LANDS 50.10'l I
Elk Mound, WI I ---
I
1325.74' - -_
573.00'
LOT 2
510,753 sq.fl.
11.725 acres
N59'32'25"E 732.28'
LOT 3
448.955 sgAt.
10.307 acres
incl. r—o—w
438,383 sq.fl.
10.064 ocres
excl. r—o—w
m0
ti Nj
m N
3
0
n o
o N
a
UNPLATTED
LANDS
oIa NrO --;� - access tam 589'32 25 W 732.28' -- T
m easement m P-----------------+__-j11r�
-TTrD 593.46 O S8932725"W 4688.s4'
UNPLATTED I�'m' So.00' 589.32'25"W tmrr i West 1/4 Corner
LANDS— West 1/4 Corner UNPLATTED UNPLATTED i Section 8-28-15
Section 8-28-15 —LANDS LANDS Survey Mark Nail
Survey Mark Nail UNPLATTED
—LANDS—
Each parcel on this map is subject to State and County laws,
rules and regulations(i.e. wetlands, minimum lot size, access DRAFTED BY:
to parcels, etc.). Before purchasing or developing any Joel A. Brandt
parcel, contact the St. Croix County Zoning Office and JB SURVEYING LLC
Town Board for advice.
Completion Date �SCO....
November, 2019'�A''
*; op
'w
SCALE: T' = 300' Soso
'
ou9lwomionlcj
V . 00' 300' 600' �'1O
� LEGEND
North is referenced to the 0...... .Found Government Corner \`\3
West Line of the Northwest (verified witness ties)
Quarter of Section 8-28-15, o...... Set 3/4" x 18" Iron Rebar
which bears N00e08'12"E weighing 1.50 lbs./lineal foot
(St. Croix County Grid System) ...........Found 3/4" Iron Rebar Sheet 1 of 2 Sheets