HomeMy WebLinkAbout026-1050-20-000 (3) .• T 0
3
Wis.Dept.of Safety and Ptofessior)aO$�rygps 2022 OIL EVALUATI•N REPORT Page of
Division of Safety and Buildings N lU1 V
in accordance wi SPS 385,Wis. Adm. Code
x y�out County St Croix
Attach complete site pia on pa I riff fp *1 /}(� 11 inches in size. Plan must
include.but not limited t ;y$ ( int(BM),direction and Pal I D t'•1-of-
percent slope,scale or dimensions,north arrow, and location and distance to nearest road. � (0,Ind.•?6—nr��
Please print all information. Rev by IDatle�/,/��/y/V
Personal information you provide may be used for secondary purposes(Privacy Law.s. 1504(1)(m)). /.,� Pit4
I Iti 7 ��
Properly Owner Property Location /
Polfus MIRE, LLC Stanton Govt.Lot SW 1/4 SAv4 S 17T 30111N���rrrR,,�ttt I£iE(or❑
Property Owner's Mailing Address Lot# Block# Subd.Name or CSM#il(rI L'�-91
P.O. Box 12004 3 na CSM I
City State Zip Code Phone Number at/ ❑Village !Drown Nearest Road
Aspen CO 81612 919-878-8043 100th St
I I I ( ) Richmond I
d New Construction Use 0 Residential/Number of bedrooms 4 (%v1e derived design flow rate _ 6(10 GPD
0 Replacement ❑ Public or commercial-Describe: na
Parent material Outwash Plains SO.kkyt Flood Plain elevation if applicable na ft.
General comments Conventional system,system elevation 95.70ft.Trenchs spaced and depth to code 48 inches below grade.
and recommendations:
ileYll 1V6in144 1.1"?' gil 1 i/
1 ❑ Boring f r' s-{a y
Boring# 99.70 120
Q Pit Ground surface elev. fL Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff '
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 •tff#2
1 0-12 10yr3/2 nom sil 2msbk dfr cs 2c .6 .8
2 12-34 I0yr4'4 nOOe siel 2msbk din gw 2c .4 .6
3 34-48 7.5yr4 4 mine Is osg dl gw na .7 1.6
4 48-120 7.5yr4/6 none ins osg ml na na .7 I.6
2 �# El Boring99.70 120
BoriU pit Ground surface elev. It Depth to limiting factor in. r
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO/ft '
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
1 0-10 10yr3i2 nonc sil 2msbk dfr es 2c .6 .8
2 10-23 I0yr4/4 noAe sicl 2msbk dfr cs lc .4 .6
3 23-45 7.5yr444 rxmc Is osg dl gw na .7 1.6
4 45-120 7.5yr4i6 none ms osg S ml na na .7 1.6
'Effluent#1 =BOD ,>30<220 mgfL and TSS>30 <150 mg/L •Effluent#2=BOD ,<30 mg&L and TSS <30 mg/L
CST Name(Please Print) �i V� CST Ntmber
David J Steel L. �� 248956
Address Date Evaluation Conducted Telephone Number
1699 150th St New Richmond,WI 5401 10-21-2022 715-760-0347
SBD-8330(RI1/11)
•
•
Polfus A(iRL, LLC Stanton 2 3
Property Owner Parcel ID# Page of
3 0 Boring# Boring )8.40 120
Elpit Ground surface elev. ft. Depth to smiting factor in.
Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft '
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. _ 'E f#1 ':f#2
1 0-7 I0yr3/2 none sil 2tnshk dir es 2c .6 .8
2 7-23 I0yr4/4 none sicl 2msbk dfr es lc .4 .6
3 23-36 7.5yr4/4 none scl 2insbk dfr cs na .4 .6
4 36-120 7.5yr4/6 none HIS osg ml na na .7 1.6
Boring# BO/1n9
Pit Ground surface elev. ft. Depth to limiting factor _in.
Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft '
in. Monett Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
l l Boring
Bonng# Ground surface elev. ft. Depth to limiting factor in.
Li Pit
Soil Application Rate
Flonzon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft '
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
•Effluent#1 =BOO ,>30<220 mg/L and TSS>30 < 150 mg/L 'Effluent#2=BOO ,<30 mg&L and TSS <30 ng/L
The Dept. of Safety and Professional Services is an equal opportunity service provider and employer. If you need assistance In
access services or need material in an alternate format,contact the department at 608-266-3151 or TTY through Relay.
\rifleJ.OTot x11 IIl
•
STEEL'S SOIL SERVICE 3 of 3
David J. Steel Polfus AGRE,LLC Stanton P.O. Box 12004
CST-POWTSM SW1/4,SW1/4,S 17,T3ON,R181 Aspen, CO
Lic. #248956 Town of Richmond, St. Croix Co. 81612
715-760-0347 CSM , lot 3
This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use.
The location of this test may or may not be as shown,as permanent lot lines were not established at the
time the soil test was conducted.
I Legend N
(� 1" = 40'
R D':T`' �'fla
♦ = Benchmark Ele. 100.00 ft
Top of 2" PVC Pipe
• = Alt Benchmark 1 99.90 ft
I Top of 2 " PVC Pipe
❑ = Borings
Boring Elevations
97
w� B 1 = 99.70 ft
4s f— B2 = 99.70 ft
�O �— B3 = 98.40ft
`� �, B4 = 0.00 ft
z5/
'h f _44
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1' j I NW CORNER,
J ' • SECTION 20 .�
CANOE
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AhlC 'i3 / / /ar*
SE':'EEVT
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❑ - INDICATES SOIL BORING LOCATION
RECUVED
NOV 07 2022
CERTIFIED SURVEY MAP St. Croix County
Community Development
LOCATED IN PART OF THE SW3'OF THE SW%4 OF SECTION 17 AND
PART OF THE NW%OF THE NW%OF SECTION 20,T3ON,RI SW, TOWN
OF RICHMOND, ST. CROIX COUNTY,WISCONSIN. r
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�Sm -aoa%a_ o6 /
WY.CORNER,SEC.17
.;
(1 STEEL SURVEY BEARINGS REFERENCED TO THE WEST
MARK NAIL FNO.) UNE OF THE SWZ OF SECTION 17.
UNE BEARS N00'24'17-W, ST. CROIX
✓
COUNTY COORDINATE SYSTEM.
• o; a��o�LAw�®L�o�
Ls � I SI- NORTH LINE OF THE SWY4 OF THE SWY'
Z ® ZI��c 11 t N89°59'45'E 854.75'
Ili I= 818.04'
�'� I .38.71' - 11
® bLOT9
N� 0
I" o /, o:®� IN I^ 2.51 C.4.NP . ❑ / P Afde W
1j IN
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pi �er Q9 "
� i �38.71'1S?y o.P A
808.78 4>
Z
-� I S89°59'45'W §45.47 m ��, IV
ii.:\
V,E, W - IirY' LOT2 tn
W �a�, IG,I�UI 1.16 AC.*NPA N
Q;1i�i 6 IN IN - ❑ ��,• SCALE
po 4 ,
A.mi.O. = w I r1 ❑ C, ® • O. 100' 200'
,(`,�, 7, LL IN40.08' g 1 -t9/' 1' = 200'
n,�,to
r~n 2. �+ � a Z 347.58' �!/ 1 °O$AO �.?i�5� G. '59 ; •
1—, ,, 3 g N89 i. °48'OTE 047.Q4''� e. S Ag t..s
a I I o
MI r a, LEGEND
tl.1_ �L I I MI 027AC.*NPA/ 4, m' � Z INDICATES SECTION CORNER
/ O' (AS NOTED).
6; .,1*
® INDICATES 0.75'X 18'IRON
�I I I > ' ®P �� REBARWEIGHING 1.502 LBS.1
I 1 4'' LINEAR FOOT SET.I5oI ° ❑ ! ,�
w: - rn r0 @ -INDICATES FENCE.
i I ❑ 7 $/ ��� -' LOTAREAS
ts (1N
ed
( - // 4/. LOT 1 -231,230 SQ.FT. (5.31 AC.)INCLUDING R/W.
6. F.• 1
220,608 SQ.FT.(5.08 AC.)EXCLUDING R/W.
N'SI R UJ o I i ` / u LOT 2-182,632 SQ. FT.(4.19 AC.)INCLUDING R/W.
Oi. 21 J IP 0 ., 172,355 SQ.FT.(3.98 AC.)EXCLUDING R/W.
Q,c y, '; , .! Cy No ',.P* LOT 3-434,774 SQ. FT. (9.98 AC.)INCLUDING R/W.
M �.7 j� F 399,418 SQ.FT.(9.17 AC.)EXCLUDING R/W.
-41 9 ti, j v ti it A?
?
$' LOT 3 * � , NOTE: ACREAGES GIVEN ABOVE ARE TO THE THREAD
w .s ,A OF THE MALLOW RIVER. ANY LANDS BELOW THE
,,,, ORDINARY HIGH WATER MARK OF A LAKE OR STREAM
S IS SUBJECT TO THE PUBLIC TRUST IN NAVIGABLE
° ® o WATERS THAT IS ESTABLISHED UNDER ARTICLE IX,
SW CORNER. g 4, SECTION 1 OF THE STATE CONSTITUTION.
SECTION 17 Z N
(ALUM.CAP .{ 33.00'
FND.) \i 1 S89°52'23'E , SOUTH UNE OF THE
'S�— - - ,. ,,.. . Nik SW14 OF SEC_17