HomeMy WebLinkAbout004-1028-30-200 lot 2CIP
Ilepattr of afeh Se,vioes
Divis1comm
Indust J
SOIL EVALUATION REP
St. Croix County a
Cornmunity Development In accordance withSPS385,Wis. Adm. Code County
St Croix
Attach e p n on paper not less than 81/2 x 11 inches in size. Plan must include,
but rat limited to: vertical and horizontal reference pant (BM), direction and percent slope, Parcel I.D. .
scale or dimensions, north arrow, and location and distance to nearest road. 0041028-30;
Please print all Information. Reviewed I y
nqPage 1 of 3
Date
Personal information you provide may be used for second Pri Law, s. 15.(34(1)(m)). II 1 1
Property Owner Property Location ❑
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LOUISZUPANCIC Govt. Lot SE 1/4 SW 1% S 12 T 28 N R 15 E (or) W
Property Owner's Mailing Address Lot # 81odc=#_r CSM# ZiU�-7 z422 325^ ST 2 0l� IOU
City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road
Knapp WI 54749 715 7724535 1 Cady 325' ST
®New Construction Use: ® Residential/ Numberof bedrooms 3 Code derived design flow rate 450 GPD
❑ Replacement ❑ Public or commercial — Describe: v
Parent material Loess over weathered bedrock Flood Plan elevation if applicable N.A. ft.
General comments and recommendations: Recommend a mound, having a centerline located on or near the 103.5' contour
Boris # El Boring
®Poi Ground surface elev. 105.1 ft. Depth to limiting factor 21 in.
k�l �Q Ga A.16, l Rife
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ftz
-Etf#1 I
-Eff#2
1
0-10
7.5YR 3/3
—
sil
21gr
mfr
gw
2f
0.6
0.8
2
10-18
7.5YR4/4
—
sil
2fsbk
mfr
dw
lvf
0.6
0.8
3
18-21
10YR 516
—
grsl
lfabk
mfr
dw
1vf
OA
0.7
4
21-54
10YR 516
Of 10YR 5/8 &
c2d 10YR 6/4
grist
lfabk
mfr
dw
—
0.4
0.7
5
54-56
10YR 516
—
IS
Osg
ml
aw
—
0.5
1.0
6
56-60
7.5YR 414
—
scl
Om
mfi
—
—
0.0
0.0
21 Boring # ❑ Boring
MPH Ground surface elev. 102.7 ft. Depth to limiting faLlor 21 in. �
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont Color
Texture
Stricture
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPO/Ff
'Eff#1
'Eft#2
1
0-8
7.5YR 3/3
—
sil
21gr
mfr
gs
2f
0.6
0.8
2
8-18
7.5YR4/4
—
sil
21sbk
mfr
gw
lvf
0.6
0.8
3
18-21
10YR 516
—
grls
2fabk
mfr
dw
—
0.4
0.7
4
21-36
10YR 516
Of 10YR 5/8 &
c2d 10YR 614
gris
2fabk
mfr
dw
—
0.4
0.7
5
36-53
10YR 516
eld 7.5YR 5/8 &
c2d 10YR 6/4
grsc
lfsbk
mfr
aw
—
0.2
0.3
6
53-59
10YR 7/3
—
is
Osg
m1
as
—
0.5
1.0
7
59-64
7.5YR 4/4
—
scl
Om
mli
—
—
0.0
0.0
CST Name (Please Print)
Signatu
CST Number
CHRIS FREDERICKS
71618
Address
Date Evaluation ducted
Telephone Number
499 4 1/2 Ave, Clayton, WI 54004
611/19
715.419.0127
3] Ong # ❑ Boring
® Pit Ground surface elev. 102.5 ft.
Depth to linnifing factor a in.
' r
N
Q. l
Horizon
Depth
In.
Dominant Color
Munseg
Redox Description
Ou. Az. Cont Color
Texhire
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ftz
'Eff#1
'Efi#2
1
0-9
7.5YR 313
—
sil
2fgr
ndr
gs
2f
0.6
0.8
2
9-19
7.5YR4/4
—
sil
2fshk
mfr
gw
1f
0.6
0.8
3
19-22
10YR516
—
grsl
1fabk
mfr
dw
1f
OA
0.7
4
22-35
10YR 516
Of 10YR 518 &
c2d 10YR614
grsl
lfadr
mfr
gw
if
0.4
0.7
5
3540
10YR 516
—
s
Osg
ml
aw
—
0.7
1.6
6
40-44
10YR 713
—
fs
Osg
ml
as
—
0.5
1.0
7
44-60
7.5YR 4/4
—
scl
Om
mti
—
—
0.0
0.0
1-1Boring # ❑ Boring
❑ Pit Ground surface elev. _ ft. Depth to limiting factor _ in.
-CZM e , r raw . u�w
Horizon
Depth
In.
Dominant Color
Munsoll
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ftz
,Eff#1
` IM
Boring # ❑ Boring
❑ Pit Ground surface elev. _ ft. Depth to limiting factor _ in.
Sril Amlilat. Rath
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Ou. Az. Cont Color
Texhrre
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ftz
-Eft#1
I -Eft#2
' Effluent #1 = BOD, > 30 5 220 mg/L and TSS > 30 s 150 mg/L ' Effluent #2 = BOD, > 30 s 220 mg/L and TSS > 30 5150 mg/L
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CERTIFIED SURVEY MAP
THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER
OF SECTION 12, TOWNSHIP 28 NORTH, RANGE 15 WEST,
TOWN OF CADY, ST CROIX COUNTY,WISCONSIN.
J� !4 0 3 20'9
I
e^r I
CSm-�o;9 -633
s-,
r
North 1/4 Corner
PREPARED FOR. Section 12-28-15
Louis Zupancic 3/4" Iron Rebar 3
UNPLATTED 1,22 325th Street UNPLATTED Col m
Lo M
LANDS Knapp, WI 54749 LANDS �1 "i UNPLATTED
I o i n LANDS
i o
±11' N89'56'20"E 1297.13' 1323.59' ±16,
NW corner
of SE/SW fence 661.79' ±16fence 661.79: 26.46" ' 635-33
1n hoU® ashed I centerline
septic dwy X
LOT 1
m 440, 845 sq, ft. -� a I c M
rn
ev 10.120 acres 2 0 '0I
M m incl. r—o—w m b tol `j
to 421,591 sq.ft. I
04
b 9.678 acres I I UNPLATTED
UNPLATTED Z excl. r—o—w
LANDS LOT 2 630.38' 31'2 I LANDS
661.66' °^ I
1,320,325 sq.ft. N89.55'39-W v I 1
4 30.310 acres soil TT
o incl. r—o—w Osts —1 3
T Co . I
r1 1,298,605 sq.ft. I o !n a1
N
b 29.812,acres 3 N L.
excl. r-o-w I- U" I to e -10
Z N i tD Ln rn
SW corner 33.001 I M 1
1290.05' " I
N89'47'38"W of SE/SW � -- -- _
T 323.05 fence N89-47.38"W 1323.05'
1+10' South 1/4 Corner
Southwest Corner UNPLATTED
Section 12-28-15 LANDS Section 12-28-15
Aluminum Cap ---- 1" Iran Pipe UNPLATTED
Each parcel on this map is subject to State LANDS
and County laws, rules and regulatlonsli a DRAFTED BY:
wetlands, minimum lot size, access to parcels, Joel A. Brandt
etc J Before purchasing or developing any JB Surveying LLC,
parcel, contact the St Croix County Zoning
Office and Town Board for advice.
ryy & SCALE: 1" = 300'
0' 300, 600'
LEGEND
North is referenced to the ........ Found Government Corner
North -South Quarter Line a..........Set 3/4" x 18" Iron Rebar
of Section 12-28a26'58"W 15 we 1.502 lbs./ lineal foot
which bears S00 Sheet 1 of 2 Sheets
(St. Croix County Grid System) •......... Found 3/4" Iron Rebar