HomeMy WebLinkAboutCST-2023-315 024-1033-10-100Wisconsin Department of Safety & Professional Services Page 1 ofy
Division of Industry Services
SOIL EVALUATION REPORT LS( w �3-315
In 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 percent slope, Parcel I.D. 024 - 1033 - 10 - 100
scale or dimensions, north arrow, and location and distance to nearest road.
Please print all information. R D e
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)).
Property Owner Property Location ❑
TIMOTHY R. & WANDA S. WELLS GovL Lot NE '/- NE '/ s g T 28 N R 17 XU w
Property Owners Mailing Address Site Address or CSM and Lot #: (YW +
1665 18TH AVENUE 1684 18TH AVENUE, LOT 1 CSM V30' P6726
City, State, Zip Phone Number ❑ City ❑ Village ❑ Town Nearest Road
HAMMOND, WI 54015 r 715, 684 - 9995 PLEASANT VALLEY I 18TH AVENUE
[�j New Construction Use: ER Residential/ Numberofbedrooms NK Code derived designflowrate NK GPD
❑ Replacement ❑ Public or commercial — Describe: Flood Plan elevation if applicable ft.
Parent material I O RS OVER III I /0 ITWASH � . iS Y1�Or t� r Q� Oi��1 {( �l V '; �1 iiC
colt StrI�S—
Ge I commen d recommendations: MOUND SYSTEM — 0.50 FT. SAND FILL -- 0.4c LOADING RATE j I M I
r� }
❑Boring `�� .� (GjV1,
1 � # �it Ground surface elev.01.88ft. Depth to limiting factor 74 in. / elev.''R. f
6.16 ft. r
1 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
1
0-10
7.5YR2.5/3
—
sl
2fsbk
ds
cs
3vf-co
0.6
1.0
2
10-24
7.5YR4/4
—
Is
Osg
dl
Cs
2vf-f
0.7
1.6
3
24-60
7.5YR3/4
—
s
0sq
dl
CIS
—
0.7
1.6
4
60-74
7.5YR4/4
—
s
Osg
di
—
—
0.7
1.6
Horizons
1&2 have 25
30% gr
Boring #
❑Boring 77
QPit Ground surface elev.98.27 ft. Depth to limiting factor 30 in. / elev. 95'7ft.
2.50 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
'EtT#1
I 'Eff#2
1
0-17
7.5YR2.5/3
_
—
sl
1fsbk
ds
Cs
2vf-f
0.4
0.7
2
17-22
7.5YR3/4
—
sl
1 fsbk
ds
cs
1 of-f
0.4
0.7
3
22-30
7.5YR4/4
—
sl
lfsbk
ds
as
1vf-f
0.4
0.7
4
30-36
5YR3/4
f1f 5YR4/6
sl
Om
dsh
--
—
0.2
0.6
some g
CST Name (Please Print)
Signature
ST Number
MARY JO HUPPERT Hollister's Soil Testing
& Dfu 11
224832
Address
Date Evaluation Conducted
Telephone Number
25720 Firefly Lane, Webster, WI 5489
08 - 01, 2023
715-426-1775
Effluent #1 = BOD > 305 220 mg/L and TSS > 305150 mg/L ` Effluent #2 = BOD, 5 30 mg/L and TSS s 30 mg/L
SBD-8330 (1303/22)
TIMOTHY $ WANDA WELLS
- I Boring # EXPIt
Page 2 of 4
Grmm-4 sixfaoe elev.4X"rR. Depth to knifing bKtw-30—in. / slev.-95,96L
2.50 ft.
SM Annliratinn Rat.
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cant Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ft2
'Eif#1
'Eff#2
1
0-8
7.5YR2.5/3
—
Sil
2f-msbk
ds
CS
2vf-f
0.6
0.8
2
8-16
7.5YR4/4
—
sil
If--msbk
ds
CS
1vf-f
0.4c
0.6
1
7 4/4
Sid
lf-msbksh
as
1 VU
4
30-36
5YR5/1
m1p 5YR5/6
C
Om
dh
—
—
0.0
0.0
❑ Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft.
Snit Anniiratinn Rat.
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ft2
'Eff#1
'Effia?2
❑ Boring #
❑ erg
❑ Pit Ground surface elev. it. Depth to limiting factor in. / elev. fl.
Snit AnnUratinn Rat.
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure ture
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ft2
'Eff#1
'Eff#2
Effluent #1 = BOO > 30 5 220 mg& and TSS > 30 1150 n1Q& ' Effluent #2 = BOD, s 30 mg/L and TSS % 30 KOL
Plot Plan Page 3 of �
i----- I
PROPERTY OWNER: -I ►NAMAy V, � WANDS S. k)t U--S 1" == 40 FT.
(except where noted)
Legal Description: NE iVq OF -R+E Nt�& 5 Z?. T28N , R 17 vj, TPWA% _ OF backhoe pit
-PL-- e-A&ANT VA LLE4, ST. CRPLl Co oy, w l sepm& nl ' I Q , BDL ACC
pZN- ID33-10- IDo Iro84 I h Avemut
Cowtp)
.71
Site location:
North
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SCC CDD I WDNR, SCC CDD I SCC CDD and SCC Highway Dept I FEMA, SCC CDD I CDD
and NIPS I National Geospatial-Intelligence
Agency (NGA); Delta State University; Esri IN Dept. of Natural Resources Division of Water (
CERTIFIED SURVEY MAP
Located in the NE 1/4 of the NE 1/4 of Section 29, T28N, R17W,
Town of Pleasant Valley, St. Croix County, Wisconsin, being
Lot 1 of the Certified Survey Map recorded in Volume 30,
Page 6726, Document Number 1092318.
Scale In Feet
Note
N 1/4 Corner 0 80 160 320 This property is subject to the St. Croix Electric NE Corner
Section 29 Cooperative Right -Of -Way Easement Section 29
(Document Number 686037) T28N, R17W
T28N, R17W (Steel "Survey
(Aluminum Cap) N 89°55'18" W 2640.12' (2640.10) Mark" Nail)
1320.06'
(1320.059
z
9
W
W 0
6 N
O r
O O
o
z
S 89°55'18" E 660.03'
Unplatted Land
North line of the NE 114
co I
660.03'
M 1
(6,50.02)
CI
d
Owners & Subdividers
o l
o N 3 e0
Timothy and Wanda Wells
?
Ln
w e o a Ln
1665 18th Avenue
Iti
y
Hammond, WI 54015C
y 3 CO
w�
NE 1,
C i
S !t : d
NE1I4'
co�
v o W n°°i o
Lot 3
m..z~00
15.261 Acres
0
v�i i
C6
Legend
664,747 S.F.
Including Town Road
I
County Section
Right -of -Way
o
Corner monument,
found (type noted).
14.944 Acres
650,946 S.F.
Excluding Town Road
Right -of -Way
S 87'26'35" E
314.64'
z ® ®
Lot 4
4.541 Acres
197,819 S.F.
N Including Town Road
�y Right -of -Way
cMp 4.235 Acres
W 184,462 S.F.
Excluding Town Road
00 Right -of -Way
0
N
N
up,j
Qed
NNO N
o
z
Driveway
1 1/4" (o.d.) Iron
e m
N
Pipe, found.
V
0
1 1/4" (o.d.) x 18"
O Iron Pipe weighing
N -
1.68 lbs./linear
N
foot, set.
Previously recorded
r
dimension.
® Soil Boring.
Co 0
—x- —n— Fence.
O
Septic Manhole and
c® X Observation Pipe.
Daniel P. Kugel S-2684
Professional Land Surveyor
Ogden Engineering Company
1234 South Wasson Lane
River Falls, WI 54022
Job No. 23-3714
Date: October 30, 2023
Proposed Driveway House
(Location ap roved
a 6yTownshnp� N Well Garage
t. Driveway r
"' S 89°38'37" W `r ® 660.55'
346.17' X 314.38' -
:O _346.18'_ _ 314.36' - °-
18th A_ve_nue N 89-54'05" W 660.54'
a South line of the NE 114 - NE 114 ^\a
MI �0
j J I Lot 1, C.S.M., V6, P1677, DocNo414077^\pt
------------------------
This y�
instrument drafted by Daniel P. Kugel
```````► `� G O r'N&I'�'''lot,
`f DANIEL P.
KUGEL
S-2684
RIVER FALLS,
WI
Page 1 of 3