HomeMy WebLinkAbout038-1052-40-075 w sPAID
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page
Division of Safety and Buildings
in accordance with Comm 85,Wis. Adm. Code County �
Attach complete site plan on paper not less than 81/2 x 11 inches in size.Plan must / • C o f x
include,but not limited to:vertical and horizontal reference point(BM),direction and parcel I.D. O D
percent slope,scale or dimensions,north arrow,and location and distance to nearest road.
Please print all information. ReAe Date
Personal information you provide may be used for secondary purposes(Priv s.15.04(1)(m)). j /
Property,Owner A Property Location
f� Govt.Lot 11/4.1 rJ/4 S12 T N R E( W
Properly Mailing Address MA Lot# Block# Suto.Name or CSM#
Son 2 �u �� P�vc .' -/ate
City State p Code Phone NumW w -1.Qtt City// ❑Village To Nearest Road
Construction Useld—Residential/Number of bedrooms Code derived design flow rate y� GPD
0 Replacement ❑ Public or commercial-Describe: ---• ----------_ —
Parent material 0 Ll A-114+ Flood Plain elevation if applicable _-�1 ft.
General continents 6 �ew f
and recommendations: rn
System Type � >U � System Elevation_
F/-1Boring# Boring /
�Pit Ground surface elev. ft. Depth to limiting factor� in. Soil AplAicallon Rate
Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPDffF
in. Munsell Qu.Sz. Cont.color Gr.Sz.Sh. 'Eff#1 'Eff#2
o ,3/ti s a - v
Z 8-11
a2 Boring# ❑ Boring
Pit Ground surface elev. ft. Depth to limiting factor i^ Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDffF
in. /M�)unseel Qu.Sz. ConL Color Gr.Sz.Sh. 'Eff#1 'Eff#2
j V r .f 2 — 51
•Effluent 01=BOD >30:!220 mglL and TSS>30 1150 'Effluent#2=SOD S 30 mg/L and TSS 130 mg&
CST Na"Please Prim Sig CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 54017 s— — 715-246-4516
Property Owner
Parcel ID# Page of
® Boring# ❑ Boring Z
Ground surface elev.�!(•R Depth to limiting factor in. �1 Application Rate
Pit Roots GPDIff
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary •Eff#1 'Eff#2
in. Munsell Qu.Sz. Cont Color Gr.Sz.Sh.
0-11 2�71z 5
I U r -'5 ;w C t
Boring F-I # ❑ �
Ground surface elev. ft. Depth to limiting factor m• �Application Rate
❑ Pit
Horizon Depth Dominant Redox Description Texture St ucture Consistence Boundary Roots GPDlfE
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 'Eff#2
❑ Boring
Boring# Ground surface elev. ft Depth to limiting factor in.
❑ Pit Soil Application Rate
Horizon 'lepth Roots GPD/fF
Dominant Rector Description. Texture Sure Consistence. Boundary 'Eff#1 'Eff#2
.n. Munsell Qu.Sz. Cont Color Gr.Sz.Sh.
•Effluent#1=BOD,>30<220 mglL and TSS>30 1150 mglL 'Effluent#2=BOD6 130 mg&and TSS 130 mg&
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 608-266-3151 or TTY 608-264-8777.
SOD4330(MM) .
Soil Test Plot Plan
Project Name Beverly and Leon Orr Shaun r
Address P.O. Box 230
—� `
Farmington Mn 55024
CST M, #226900
Lot 3 Subdivision -------- Date '3/6/09
SW 1/4 SW 1/4S 12 T 31 N/R18 W Township StarPrairie
❑ Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of 2" pipe
System Elevation 94.0/93.6 *HRpSameasBenchmark
291' property line
312' Property Line Scale is 1" = 40'
unless otherwise
noted
6% Slope
* B-1 70' 99'
10' B-2
35' 100'
35'
B-3
150'
220th Ave
RECEIVED i lltlii ila' lull lull lIII 111111 llii
2 7",-, 907880
BETH PABST
REGISTER OF DEEDS
ST.CROIX COUNTY ST. CROIX CO., WI
in .C"OR'S RECORD RECEIVED FOR RECORD
u 12/01/2009 01:0OPM
�4m SWAT OF G-0MPD31FING ON MEADOWS zy; CERTIFIED SURVEY MAP
"' Z�� Age VOL: 24 PAGE: 5673
N00°09'50 w 2624.50'— — — N Z REC FEE: 13.00
Z _ �N'°NOO°09'5o"w Q� COPY FEE: 3.00
102.43' o$-72-79,50' PAGES: 2
> c9' ti4s CTY. HWY.
m0
� THE SOUTH LINE OF THE SW1/4 OF Z >
p0-___ wo ► ► Q'SECTION 12 BE
S89°52'59W AS 0
c o REFERENCED TO THE ST.CROIX
w r COUNTY COORDINATE SYSTEM D
I w A N N 0
mm Q a Q
,g Z
C7
D m O y rn
O sn N. °i
� 7z N 11- O O m
o � 00°0 (01"W
272.00' � o m c„
rn I® II /3 o pmt j Z C
O +I w 1 Cn 'T T Cn T TI 3T
R- ; m O1 v> P. o �_ � ,` c nC Al o m O +�
—� i? 8 m r o $ r ar-8 ` �v r0 OD '� wpm El
p I� N rn $ m -1 $ I(� m �0 mi C ZD �ct)
CAD co I ► 7J Z p p - N
IAN 312.00 �� Z-o K� ZZ O �
-- — NOO°07'01"W 345.00 I m m 5 D rtm D p Q 1 3
rn��I gro w� J� 0 I� Tm pc O-
o z �
8a� ,
C9 U3 m m
co z
mw� 0
► ► 312.00' Z
SOO°07'01"E 345.00'
33.00 CD * ST N
rrrr rrrr r 1
r 1� NOW07'01-W 345.00' `. O O O O 299
0 O�
�� wI ib 312.00' Z to [V 0 p w r.�i a w ro D Z
�I of TS
Q M� w
I I c w �� rncvo4 g CIO
N �3 ► W * N` OfJDO� fJOpp
120 I� WIA y
Ire _ S �� A �����
—
I� 312.00' Ny - N � �p�pN
V N�w� OJDN��++
E SOO°17'25"E 345.00' o of w N TO
EAST LIKE OF THE SWl/4 OF THE SW1/4 D D D D D D D D
OOOM Omm0
UNIPLATTlEDLANDS mmmm mmmm rn� 9
N I 0) Zmr
= � ooh
w
IICII I =yam
IC mgo I �
� SOO°07'01"E yi �A O
o � Zm � �
_Z 33.00 0.00 L 8 r0OD 1.
N
I m �',��, r 500°07'01"E 73.00 � r yI c Q n cn m O m
m I m 3 D m
va mK0M0 1
�ZDOCD- SCnNC»p
33 MM28Z cc� O H
TOrm-cOCCO w�mZrfl
z Z-
> mmO>ZIn � m0F � 1
1z' > 0� g �wx '�
mo�A m
-10 cm, �� rn. �►
m m to Z Z El
O = ID
OQ
SHEET 1 OF 2
1 of 2 Vol. 24 Page 5673