HomeMy WebLinkAbout026-1068-10-001 (2)W' rtment of
i I!oSafety-�nd Professional Services
Dsraflndustry5ervices
yy f1 SOIL EVALUATION REPORT
J
�• 1024 In accordance with SPS 385, Wis. Adm. Code
Attac I to site p�entl� t less than 8 112 x 11 inches in size. Plan must include,
but n gfak �%tfl ') at reference point (BM), direction and percent slope,
scale ns, no arrow, and location and distance to nearest road.
Please print all information.
Personal information you provide may be used for secondary purposes Privac Law, s. 15.04 1 m .
County j
1 5
Parcell.D. - rh.,
dL�.tIp-�V
RfflOQed' by i
Pagel &5
G5T--70)1-X/
Cr0lX
Date
Property Owner y
P � Ste- P� (^)
Property Location❑
Govt. Lot N t % t,) (,
'/. S T
N R E (or) W
Property Owner's Mailing Address
Lot #
Block #
Subd. Name or CSM#
_
fora � s 61D
C-S M
City State Zip Code Phone Number
❑ City ❑ Village
® Town
Nearest Road
Srpr? _►�=,�r'1 ��r I�Ho
+r, nd l
l`�UT�sST
0S New Construction Use: ® Residential/ Numberof bedrooms Code derived design flow rate�� GPD
❑ Replacement ❑ Public or commercial - Describe:
Parent material Flood Plan elevation if applicable ft.
G al comments and recommendations: p= Q. R l�D
oF� mOv.n�1 S Sf�rYlZ.
MBoring #
El Boring
10 t
vt 7F
14(,H
Ground surface elev, ft.
7 57
Depth to limiting factor in.
Cnil e—H—finn Quo
Horizon
Depth
In.
Dominant Color
Munseli
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPDIFt2
'Eff41
`Eff42
b'7
fay
--
'
rn s b K
rnl
2
?-Zr
14e-2
n K
,rr
f
L
.8
3
ter- 3�v
rA-
, i
ck w
I
34-57
a rn
4,
z-
b
Boring # ❑ Boring I o J, Lj 3
(� Pit Ground surface elev. ft. Depth to limiting factor in.
Snil Annlicatinn Rats
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az, Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPDIFt2
'Eff# i
'Eff#2
- D
1a,
—
511
zo)�ib
1
L
(c7
n�
1 V- 7
1 y A ff14
5,(
2 i b<
Yri "fr
C W
'f
n
17-36
7. 618
51
�3�i[ICa�7t:.ytl:i�]�l�GfIGyJ�J1I'"iWJEFMMEW.'1.. 117 91. Ir'iTiT/i =ian=—. �YJa:[i77F7C111Ci�J/JIITCIMEMMES'.4.'i7i1f7Cf—
CST`Name (Please -Print) (
Signatu
CST Number
�tir� CY 1
`�.
� Z
Address
Date Evaluation 6inducted
Telephone Number
//
��� SBD-8330 (R04/15)
F3� Boring # ❑ Boring • -7 -7 , I
ki Pit Ground surface elev. ft. Depth to limiting factor in.
5nil Annlirafinn Ratr:
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
�rnsbA(
q) lr
3 7 - Y4
76 S
--'
O yr t 5
r'►'9
..�
f:
6
F-1
Boring #
❑ Boring
❑ Pit Ground surface elev. ft.
Depth to limiting factor in.
Snil Ann;iratinn Rates 1
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
❑ Boring #
❑ Boring
❑ Pit Ground surface elev. ft.
Depth to limiting factor in.
Rnil Annlicatinn Rates
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu, Az, Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPDiFt2
'Eff#1
•Eff#2
Effluent #1 = BOO, > 30 !� 220 mg1L and TSS > 30 5 150 mgfL ` Effluent #2 = BOO, > 30 5 220 mg, L and TSS > 30 5 150 mg/L
20-F(�
CS
NO WELL
LOT SVWC �C-F PT.
LT \j Rr I C P L- k-3 /v\ v 'P pit G D F \J C- P f P
�54S.37`
C
`"1
-jF-
f
NCWI"r3+i`W -%IAv
.--.--...
v
i
kr U,
A
V.
y}
a s
w
u
w
a
f3RUP
# .-04W
.,$
CERTIFIED SURVEY MAP
LOCATED IN PART OF NORTHEAST QUARTER OF THE NORTHEAST
QUARTER OF SECTION 23,TOWNSHIP 30 NORTH, RANGE 18 WEST,
TOWN OF RICHMOND, ST. CROIX COUNTY, WISCONSIN.
PREPARED FOR: SURVEYOR:
DON STEPHENS MARK D. MCCLENATHAN
PO BOX 280 AUTH CONSULTING & ASSOCIATES
STAR PRAIRIE, WI 54026 2920 ENLOE ST, SUITE 101
HUDSON, WI 54016
LO2
VOLL.3IPG. 6963
S89°49'57"E 343.56'
I
33.00'
LOT 3
s
TOTAL AREA,
o�
96,382 SO, FT. (2,213 ACRES) I
ow
AREA EXCLUDAG R/W:
o
co
87,124 SQ_,FT (2.000 ACRES) I
of
CX.A. = 1.34 ACRES
Q
J
0---*7
LAo
I
LLI
�n
Sts9'4'3'�7''
�
�
�—310„56'
�I
N
33.00'-
I �
LEGEND
OCOUNTY SECTION CORNER LOCATION
OF RECORD -MONUMENT AS NOTED
LOT 4
TOTAL AREA:
96,382 50. FT. (2.213 ACRES)
o - AREA EXCLUDING R/W: .m
87,124SQ. FT: (2.000ACRES)
C.B.A. = 1.33 ACRES
I A ' I
33.OD'-
1
—31Yr.56
N89°49'57"W 343.56'
UfVP-L�ATTED LANDS
M FOUND 3/4" DIAMETER IRON REBAR
SET 1" OUTSIDE DIAMETER X18" LONG IRON PIPE
0 WEIGHING 1.13 LBS./LINEAL FOOT JJQQ
♦ SOIL BORING
BUILDING SETBACK LINE
FRONT: 50 FEET
SIDE: 10 FEET
REAR: 25 FEET
— —940— — INDEXCONTOUR
INTERMEDIATE 2 - FOOT CONTOUR
C.B.A. CONTIGUOUS BUILDABLE AREA
THERE ARE NO SLOPES OVER 25%
DRAFTED BY: MDM PROJECT NO: 8093-004 DATE: 02i29t2024
3_
NORTHEAST CORNER
SECTION 5
(SURVEY MARK NAIL)
a
Ww
W
�Ia:
o f�
m V+
=I
O
r
EAST 1!4 CORNER
SECTION 5
(SURVEY MARK NAIL)
SCALE:
0 100 200
THE EAST LINE OF THE NE 1/4 OF
SECTION 23 BEARS S00°17'34"E
BASED UPON THE ST. CROIX COUNTY
COORDINATE SYSTEM
SHEET 1 OF 2
O
m
O
06
m
v
w\
CL
Ln
cc
CONTOURS, SLOPES, CBA & SOIL BORINGS