HomeMy WebLinkAbout018-1010-30-100C
v A2022
0 f Safety and P fessional Services
A.
SOIL EVALUATION REPORT
Page _�_ of A
rya
UIVtSK)n or (,' T8RLifnTl ou' rWi
in accordance with SPS 385, s. Adm. Code
C
minty
St O\ De Je1opmer
n 11 CSrrtpiete site plan on paper not less than 8 112 x 11 inches in size. Plan must
horizontal reference point (BM), direction and
parcel I.D. V
include, but not limited to: vertical and
percent slope, scale or dimensions, north arrow, and location and distance to nearest road.
R by Date
Please print all Information.
Personal information you provide may be used for secondary purposes (Privacy Lew, s. 15.04 (1) (m)).
Pr Owner
Property Location
' C E GUI
Govt. Lot 1/45 1/4 S T N R (
Owner's Mailing Address
Low Block # Subd. Name or CSM# 1
Anproperty
C State Zip Code Phone Number
❑ City Village ®Town Nearest Road,
( )17K,
S
i
0 New Construction User Residential ! Number of bedrooms--3- Code derived design flow rate GPD
❑ Replacement ❑ Public or comma 'al -Describe:
Parent material % �� (1 (� Flood Plain elevation if applicable ft
General comments
and recommendations:
%
(J Boring Boring # 7 >
pi} Ground surface elev. � � ft. Depth to limiting factor in-
Soil Apoication Rate
Dominant Color
Munsell
Redox Description
Qu. Sz. Copt Color
Texture
Structure
Gr. Sz. Sh.
onsistence
oundary
Roots
GPD/ft
2
Horizon
Depth
in.
ff#1 y
ff#2
tl
E- Boring # Li Boring
Pit Ground surface elev.---2:-�
Horizon Depth Dorninant Color Redox Description
in. Munsell Qu. Sz Cont. Color
ft. Depth to limiting factor _in.
Texture Structure onsistence Boundary Roots
Gr. Sz. Sh. 0,5
on --A —A TIC
Soil iption Rate
GPD/ft1
ff#1
< Rn ma/L
• Effluent #1 = BOD
CST Na t) � ( i
Addre �n
CST Number
Number
RRr)_R110 fR 1111 11
Property Owner— L 5 Parcel ID #
Page .� of
�7
—�
U _
Boring # Boring G C
pit Ground surface elev. %7, ft. Depth to limiting factor_ in. Soil Application Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
nsistence
oundary
Roots
GPD/ft
ff#1
ff#2
G
r
5
F]
Boring # LJ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in Soil Application Rate
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
i2r.
Structure
Sz. Sh.
onsistence
oundary
Roots
GPD/ft z
Horizon
Depth
in.
ff#1
ff#2
U Boring
F-1Boring # Ground surface elev. ft. Depth to limiting factor in•
❑ Pit
Horizon Depth Dominant Color Redox Description Texture Structure onsistence oundary Roots *
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
Soil A li-anon Rate
ff#1 GPD/ff2
" Effluent #1 = BOD 5 > 30 < 220 mg1L and TSS >30 < 150 mg1L ' Effluent #2 = BOD 5 < 30 mg/L and TSS < 30 mglL
The Dept. of Safety and Professional Services is an equal opportunity service provider and employer. if you need assistance to
access services or need material in an alternate format, contact the department at 608-266-3151 or TTY through Relay.
SBD-3330(R 11 /11)
-
S' �5
-ro/ -
a-,
E 1/4 CORNER -
SECTION 5
(FOUND PK NAIL)
LOT 5
LOT 4 I
LOT 3 I LOT 2
LOT 1 I
(�IW�
F--A--R—
M----U I--E--W
--I-- R — —II
I
D--G--E
(�
I
II
589°25'02"W 1319.65'--
I �
I
COI
��
F
NI
RTHUNEOFSEl/4-SEl/4
1286.65'
33.00'
309.51'
L
30.01'
237.14'
281.54' 228.45'
281.54'
390.00,
423.00'
LOT 1 TOTAL AREA:
-I _ 33
33'
FENCE 0.2'± WEST
129,699SQ. FT. (2.977AC)
I sFp
W
AND 2.1'± NORTH OF
LOT 1
PROPERTY CORNER
LOT I AREA EXCLUDING RIMo
119,580 SQ. FT. (2.745 AC.)
N
M
tYl
V
in
W ELL•
,
nI
o
'Ei
LI S� J`eq
ZI a
LOT 2
^
SHEDS
<\ S��
16
3
vw
p
TOTAL AREA:
390.00
n
WI Lu
LuI
�
670,8865Q. FT (15.401 AC.)
r_N89°25'02"E 423.00'
N
I -I
I SLAB ^
c
(a
g I c
z
AREA EXCLUDING R/W:
SHEDS L____ J N
o
ZI v�i
w
661,011 SO. FT. (15.1750AC.)
=r g
Z
=i o
�I
3
N
N
Z
rI J
W
PROPOSED DRIVEWAY
5.4'±
1289.04'
LOT 2_,_ CERTIFIED SURVEY —MAP VOLUME 28_ PAGE 6357
33' 33')
0cn
n
SE CORNER
SECTION S
CONTOURS, SLOPES, CBA & SOIL BORINGS
LEGEND
. SOIL BORING
CERTIFIED SURVEY MAP
LOCATED IN THE SE1/4 OF THE SE1/4 OF SECTION 5, T29N, R17W,
TOWN OF HAMMOND, ST. CROIX COUNTY, WISCONSIN.
(\ i \ LOT-5/
I W F /R
,
- — -940- — - INDEX CONTOUR
- — — — — - INTERMEDIATE 2 - FOOT CONTOUR
- - BUILDING SETBACK I
i
C.B.A. CONTIGUOUS BUILDABLE AREA
THERE ARE NO SLOPES OVER 12%
E 1% CORNER
S CTION 5
(v I `�
I I �
FOUND NAIL) \
� l �
LOT4 / /7 I f� LT3 �� , �C3T� ��pT1 �� 1 J�\
\ \ I ui�
—L— 1 l /I �,E W R �I D J_��
l Il/ I /—-1�---� \--�G�� E
J// //--S89°25'02"W '1319.65'--
rH LINEIOF SE1//40114 / ` / / �� \ �3 3.0
O' I
/ 23 !t4' J 28U4� - �28.45 309.51D) `I
i 1 \ yII.... ( / I J LOT 1 �OTAL AR A:
F NCE b.2'±V1 EST ( C 70 129,699�Q. FT. (2177AC.)
D 2.1'� NOOH OF
P OPERT� COR�l1ER x I- / I EOTI AREAFXCLUDIW R/W: c11 m /
Lo
W I (� iT9,580SQ FT. (2.745(�4C.) up \ I C.B A. = 2.U% AC.r-_qy �� o
o� 1
/ p N N z� \ \ In \'� \ WELL \
I W I / W I \ %J T- J 1 SSE
l v I l 1 �x m p O 7704 ° LO I \2\ "o I�IIYYYD 'R SHEDS _l \ �0�%' -0000
\ 7106 \ �— I I �/ LA
d I LLLL' I z LD a z \� 1 TOTS AREA:
O i ` 1 v N 6F 886 SQ. FT�(15.401 Ak) \ _
o� Z I 1 ` w Q 0 \ '� �� N89°25'02"E 423.00' w
\ m U 'ok SLAB
I \ AhEA EXCLUDIkG R/W: \ \ ` HEDS L____J �/ rq
Lo
w \ 661,011\5Q�FT. (15.1X50AC.) I _ / /
\� h L \ 7700_ k 0
\°92 °90 �— C B A - 13 86 AC
l '° l 1
9°
_ I
,5.4'± —
SCALES 1 INCH1=-150 FEET /r // / -l/ —
\ / PROPOSED D EVO Y
N I
0� \0
ui-
WI Lo
N
uw o�
N
U.
Lu
co
(� J
1289'.04' 15 75 0- _ 15G/ / / / / i,4 y ��
PREPARED FOR: / l / N °23'30"E 13 2. 4' — i' �^ `
ELIZABETH & KURT CHRISTENSEN) ( - / / J 6 6)
101 E SECOND ST. L O Tr 2 C E R T' I F I E D/ S U R V�Y M_ A P V-(- -tJ--M--E L8--,— rA G E 6-S 5 7 � J3�'�3J
% --- r
RICEVILLE, IA 50466 ( C—�— �— 1-------- ��------------� — / / \I �) _-
SURVEYOR:
DOUGLAS J. ZAHLER
AUTH CONSULTING & ASSOC.
2920 ENLOE STREET SUITE 101
HUDSON, WI 54016
� n
SE CORXWR
/ SECTION 5 ll
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