HomeMy WebLinkAbout004-1017-71-100� �VED ` CST da 1q - 0)6s
Wisconsin Department Safety and ' Page 1 of 3
Division of Industry Servi es NQ A
�ountY
SOI kALUATION REPORT
5t, Cro1x ment
monmy D ncewithSPS385,VWs. Adm. Code County
Attach complete site plan on om 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. PART OF 004- 17-71-100
Please print all information. Reviewed Date
Personal information you vide may be used for seconds purposes Pri Law, s. 15.04 1 m J
. 1 f
Property Owner Property Location ❑
JERRY KIPPES Govt. Lot Prt SW % NW %. S 8 T 28 N R 15 E (or) W
Property Owners Mailing Address Lot s Block s 0 (p "7 35
37013rSt Proposed 1 /t/�G�1fI 0 3�
So
City State Zip Code Phone Number ❑ City ❑ village ® Town Nearest Road
ELK MOUND VIA 54739 715) 671-3063 1 1 CADY C.T.H. -NN"
® New Construction Use: ® Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD
❑ Replacement ❑ Public or commercial - Describe:
Parent material GLACIAL OUTWASH & LOESS Flood Plan elevation if applicable N. ft.
General oomments and recommendations: Recommend system elevation of 94.0' - 95.0'
1 1-1Boring * ❑ Boring
® Pit
Ground surface elev. 98.3 ft. Depth to limiting factor 96+ in.
Coil Annnrnrim Pnr
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ft2
'Ef1#1
•Eff92
1
0-12
7.5YR 312
—
sl
2fsblk
rub
as
2f
0.6
1.0
2
12-24
10YR414
—
sit
2fabk
rdr
dw
1f
0.6
0.8
3
24-60
7.5YR 4/6
—
grs
Osg
ml
gw
—
0.7
1.6
4
60 96
10YR 416
—
s
Osg
ml
—
—
0.7
1.6
1-21 Boring # ❑ Baring
® Pit Ground surface elev. �.4 R Depth to Ikrri6rrg factor a+ in.
c.a e...ar-I.r:. wt.
Horizon
Depth
In.
Dominant Color
Munsel
Redox Description
Qu. Az. Cad. Color
Texture
Structure
Gr. Sz. Sh.
Consletance
Boundary
Rods
GPD/Ft2
'Eff11
'EfW2
1
0-11
7.5YR 3/2
—
at
2fsbk
mfr
as
2f
0.6
1.0
2
1157
7.5YR 416
—
grs
Osg
ml
gw
tvf
0.7
1.6
3
57-95
10YR 4/6
—
grs
Osg
ml
—
—
0.7
1.6
CST Name (Please Print)
Sig
CST Number
CHRIS FREDERICKS
! -- -
71618
Address
Date Eval uded
Telephone Number
499 41/2 Ave, Claylon, WI 54004
11/3/19
715.419.0127
-
❑ BOmg # ❑ Boring
® Pk Ground surface elev. 9$_.0 R. DgVto limiting factor 100+ in.
Gtil AnnrrsNinn Rath
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD1F12
'Eff#1
'EO#2
1
0-9
7.5YR 3/2
—
sl
2fsbk
mfr
as
2f
0.6
1.0
2
9-16
7.5YR4/6
—
grsl
2fsbk
n*
dw
1vf
0.6
1.0
3
16-50
7.5YR 4/6
—
9rs
0s9
rnf
9w
—
0.7
1.6
4
50-100
10YR 416
—
grs
OSO
ml
—
—
0.7
1.0
❑ Boring * ElBoring
❑ Pit Ground surface elev. _ ft. Depth to limiting factor _ in.
Q. e.,..rirsr..... R�
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Slnxxure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD1Ft2
'Eft#1
`Eft82
1-1Boring[I Boring
❑ Pit Ground surface elev. _ R Depth to limiting factor _ in.
Gil Am iralim Rare
Horzon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Stnxxure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ftz
•Eff#1
'E116E2
' Effluent #1 = BOD, > 30 5 220 mg/L and TSS > 30 5150 mg/L ' Effluent #2 = BOD, > 30 s 220 mg/L and TSS > 30 5150 mg/L
w,. I E-lav= IDO,30'
oj,-
, V ;w D-P Pt- Pale
2-30
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RECEIVED
NOV '04 2019
roix Cumv
CERTIFIED SURVEY MAP rommunit Development
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
�z Survey Mark Nail PREPARED FOR:
Ip UNPLATTED Jerauld M. Klppes
UN PLATTED
l UNPLATTED om LANDS 370137th Street
LANDS
LANDS o1_ Elk Mound, WI
i - — -
•I
I^t N89'35'06"E 1325.74'
0.0o' 702.74' 573.00'
-_
752,74'
.11 Ia so -/;"I
71 wlPOP
W
e �lila 436,017 sq.ft. ivy
���
;<� uol 10.010 acres m�
UNPLATTED =� O Ina incl, r-o-w o� LOT rJ
LANDS : o I'nc 407.040 sq.ft. Z L
c ( ZI z
,�
9.344 acres 510.753 sq.ft.
2 I
n M
I excl. r-o-w- 11.725 acres
o N
--
.1 access Q 543.48' easement 159.27'
u I i 593.48
UNPLATTED
I .00.
S89'32'25"W
LANDS
centerline/ I LOT 1. ao �' N89.32'25"E 732.28'
l
3
i Vo1.28,Pg.6402 Z O LOT 3
p
n
Q
UNPLATTED I�I�I A 448,955 sq.ft.
n OO
n 10.307 ocres
LANDS so.t0.1 I N86'33'56"E inci. r-o-w
$ to
wI 9 4.6o0 438.383 sq.ft.
'
NI• 10.064 acres
M
y v
mI' excl. r-o-w
543_48 __.__�
�o,� m 28
eosement °D-_S89'3225 W_-732_-----
593.45 O 589'32'25"W 4688.64'
I�'� 50.00' S89'32'25"W O West 1/4 Corner
UNPLATTED
LANDS West 1/4 Corner UNPLATTED to UNPLATTED
Section B-28-15
Section 8-28-15 LANDS
Survey Mark Nail
LA MD
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
1B SURVEYING LL[
parcel, contact the St. Croix County Zoning Office and
Town Board for advice.
Completion Date \SCONB�
November, 2019 JM A
SCALE: 1" = 300' smog
1. a&lw000 cfrx
� g M
0' 300' 600'
LEGEND (�
North is referenced to the 0 .--Found Government Corner
West Line of the Northwest (verified witness ties)
Quarter of Section 8-28-15, o._...Set 3/4" x 18" Iron Rebar
which bears N00°08'12"E weighing 150 Ibs./lineal foot
(St. Croix County Grid System) e.-....-Found 3/4" Iron Rebar
mc°
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