HomeMy WebLinkAbout032-2068-45-1006S-F AC,ar-33g
i
Wisconsin 7SOI Vi ZA C1 N REPORT
DMslon of Satety and %ildfflg? - (�, ! - - -
Page of 0
.- - PI 5cG0rT34rlU& WILII LLHIIIII 00, VVID. MUM. VWC-
County
Attach complete site plan on paper not less than 6 112 x 11 inches in size. Plan must
Parcel I.D. /s ,
nE, — C2
include, but not limited tc� vertical and h'orizontaf reference point (BM), direction and
percent slope, spate or dimensions, north arrow, and location and distance to nearest road.
Date by ed
j 9?
. _Please prints all information.Revi€w
Personal information yw FSr Tnayba f_. '_ i�tend�ry purposes (Privacy Law, s. 15.04 (1) (m)).
r
!J / � L
Property Owner
Property Location
`J
Govt. Lot W
1/4C.Y 1/4 S/�T3l� N R- E( )1N
Property Owner's Mailing Address
Lot # Block #
Sabd. Name oK(C NW ;.r' r i/vG
o k �� 0 '
State Zip Code Phone Number
❑ City ❑ Village Mown Nearest Fjpad
New Construction Us . esidential / Number of bedrooms Code derived design flow rate D - 0 J GPD
T�
Ci Replacement Public or commercial - Describe:
Parent material o �1 Flood Plain elevation if applicable _ZAM ft.
General conments
i and recommendations: ��i �V111 iG' (�irl� Yy
System Type System Elevation
In
�}Boring # Bari 1 `n L
F!r' !i Pit Ground surface el Depth to limiting factor ✓ � in.
Sri( Annlirafinn Rato
Horizon
Depth
in.
Dominant Color
Munsell
Redox Desorption
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPDlfF
•Eff#1
I •Eff#2
ZZ
�
n
Bc,ing it Boring � �'
0, Pit Ground surface elev.- ft. Depth to limiting factor L. in.
Snit Annliratinn Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPDKF
'Eff#1
•Eff#2
i
• Effluent #1 = BOD, > 30 < 220 rng/L and TS5 >30 < 150 . Vifluent #2 = BUD, < :YJ mgrL ana I b,5 su mgiL
CST Name (Please Print) re CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1432 120th St, New Richmond, WI 54017 / 715-246-4516
0
Property Owner _
F37Boring # 7! Boring
, t�- Pit
Parcel ID #
Pace of
Ground surface elevhC, 2�ft. Depth to limiting factor t ] in. r Soil •for: Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
€ Boundary
Roots
GPDM
'Eff#1
'Eff#2
1
I^
-
)
i
i
t
I
i
E
I
FF
t
Boring
Boring # a
I pit Ground surface elev. 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.
Consistence
Boundary
Roots
GPD/ff
'Eff#1
'Efi#2
f
!
f
i
i
F-1
Boring
# Ground surface elev. ft. Depth to limiting factor in.
Pit Cnil Onnlirfltinn Rats
Horizon
')epth
in.
Dominant Color
Munsell
Redox Description.
Qu. Sz Cont. Color
Texhue
Structure
Gr. Sz Sh.
Consistence
Boumlary
Roots
GPON
'Eff#1
'Eff#2
Effluent #1 = BOD5 > 30:< 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD$ < 30 mg/L and TSS < 30 mg1L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format, please contact the department at 608-266-3 t 5l or TTY 608-26 -8777.
SUD-9330 (R.6/00)
Soil Test Plot Pla
Projedt Name Kevin Adkins Sh ird
Address P.O. Box 907
Hudson Wi 54016 M #226900
Lot Subdivision
NW 1/4 SE 1/4S 12 T 30
Dad 9/1 /21
N/R20 W Township Somerset
Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of steel fence post
System Elevation TBD *HRpSame as Benchmark
LEGEND CERTIFIED SURVEY MAP
B.J SOIL BORING PART OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER AND
- — -940- - INDEX CONTOUR PART OF GOVERNMENT LOT 3 OF SECTION 12, T30N, R20W,
— — — — — --- INTERMEDIATE 2- FOOT CONTOUR TOWN OF SOMERSET, ST. CROIX COUNTY, WISCONSIN.
PREPARED FOR: SURVEYOR:
25% OR GREATER SLOPE JEFF LAVERS TY R. DODGE
1319 RIVERSIDE DRIVE NORTH AUTH CONSULTING & ASSOC.
CONTIGUOUS BUILDABLE AREA HUDSON, WI 54016 2920 ENLOE STREET SUITE 101
C.B.A. HUDSON, WI 54016
EXISTING 16.5'
/����� '�'ii����� ✓�//�`\ _ \\\\\������\\—J` \I ft�I�LQ o\DD�_ �AEMENTREF CASE C
J�s89° 9 E as ao\ ��L— ; `_ � /\ _ ti \ 1 zo 3�vooa4sz
szs"3e' uv 58\44U5„
l /x//lll'/ lv 7'0'rA �
//y / i ��fDll(Mo a� I(t(j1�.\ `� 01 I``\\ll;,� j � r __ 1 : \� 18s,474
����(' 52A 1� o
25
'39'12 E,- `\ m-
// ��
// / ����/ / „\4�� - ` ` t .\ i ,11• \ \ ir' . - SO.CSO'
.
l�'Ai r \\ \'� F..�
�%� ////�� / �./�t �l�l�• �' yl/�� pvb�',�
��� 9,\° ('brgiJt Ar l \ -- ��\ — 1 r, �\t //E !/%/�y �,°4" / 960 \� ✓ , \ ` �� � L — _F r><sd ��a rtl� ,�r-�(9Q 9a�,��k�'s�' ) r - f
rvENv,r3;A_sF�1r A ttFssazesz'!r::
I �c c A ` A AS ACRE
1
• N88°24'1T E 259.65' — ' � �% J .. ./J � } � 1 � C \ �` �`-�} \ � � _-� \ 550"15'3�",�, �= \\
N89°OS'54"W 1306.65 L ti v • \�
�`—r /l i \\\\ ti s 1.z1
—
O,TH 1/4 LIN� \ \ ` ( / N� 4�OW�2.22
�rlli)rllla)�\1} \ \\✓,/1 r \\\\\\\\` 1—!� \ �, \ � � �t I 6�• J �\ � � /
u' = w
�0
28 S RE 33
ti Q x v}
w 3 0
_ a
O
COUNTY SECTION CORNER LOCATION
SOUTH 1/4 CORNER
OF RECORD -MONUMENT AS NOTED \
SECTION 12 `L`�J�
I
SOUTH LINE SE 1/4 I I
935.46'
0
z
1702.40'
? v N
O
FOUND 1-1/4" OUTSIDE DIAMETER (ALUMINUM MONUMENT)
= o W p
IRON PIPE
--N89°45'04"W 2637.86'--
m
o o
0
SET 1" OUTSIDE DIAMETER X18" LONG IRON PIPE
N
wz
WEIGHING 1.13 LBS./LINEAL FOOT
SE CORNER
NORTH ~ m
®
SET RAIL ROAD SPIKE
SECTION 12
(NAIL IN 2"
SCALE: 11NCH = 200 FEET
WELL
DIAMETER PIPE)
200 100 0 200
_%_EXISTING
FENCE LINE
THIS INSTRUMENT WAS DRAFTED BY MDM l08 NO. 8347-001 DATE: 0110912024
CONTOURS, SLOPES, C.B.A. & SOIL BORINGS
SHEET 1 OF 3