HomeMy WebLinkAbout028-1035-80-001 Wisconsin Depa '� r,•'.rbfessional = ices Page 1 of 3
• Division of Indust v
EP 2OtiO- SOIL FVAL 1
�t\Llh - -• • nce with SPS 385,Ws. Adm. Code County
co .• St.Croix Co.
Attach complete site pi- on pappe�krref -.-•• ' x 11 inches in size.Plan must include,
but not limited to:verti - and horripplti - -rence point(BM),direction and percent slope, Parcel I.D.
scale or dimensions,nod a r•^ • location and distance to nearest road. From 028-1035-80-001 Ref#2695
Please print all information. Rev.wed by1, ,, Da
Personal information you provide may be used for secondary purposes(Privacy Law,s. 15.04(1)(m)). MOT,-I 111 Z.
P:c::-' y Owner Property Location IZ
John&Jerry Erickson Govt. Lot NE Y. SW Y. S 26 T 28 N R 17 E (or) W
Property Owner's Mailing Address Lot# Block# Subd Name or CSM#
141 Co Rd. Y 03 Na Proposed CSM
City State Zip Code Phone Number ['City Village ®Town Nearest Road
Baldwin - WI 154002 (715)410-7557 I I Rush River 120"Ave.
® New Construction Use: ® Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD
❑Replacement ublVc or commercial-Describe: y
Parent material Glacial Till ❑�01Y-rW Si 1-/LMRA•t Flood Plan elevation if applicable na ft zo K,�/�
General comments and recommendations: Soils are suitable for Mound POWTS Recommended sysem elev to be 97.50'at 18"above 96 00'contour.
❑ Boring
1 Boring#
®Pit Ground surface elev. 96 08 ft. Depth to limiting factor 18"in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2
In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh.
'EMI 'Eff#2
1 0-8 10yr3/3 none sil 2fgr ds cs 2vf,f 0.6 0.8
-
2 8-15 10yr4/4 none sil lfsbk dsh 9w 1vf,f 0.4 0.6
3 15-18 10yr5/4 none sil lmsbk dsh cw 1vf 0.4 0.6
4 18-23 7.5yr4/6 f2d 7.5yr5/8 light sl lmsbk mfi aw 1vf 0.4 0.7
5 23-32 7.5yr4/4 c2d 7.5yr5/8 sl lcsbk mfi aw - 0.4 0.7
6 32-40 7.5yr4/4 c2d 7.5yr4/6 sit lcsbk mvfi gw - 0.2 0.3
7 40-51 5yr4/4 c2f 7.5yr5/8 sc Om dh - - 0.0 0.0
['Boring .
2 Boring#
- ®Pit Ground surface elev 95.38 ft. Depth to limiting factor 18"in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/F12
In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh.
'Eff#1 'Efl#2
1 0-8 10yr3/3 none sit 2fgr ds cs 2vf,f 0.6 0.8
2 8-15 10yr4/4 none sil lfsbk dsh cw 2vf 0.4 0.6
3 15-18 10yr4/4 none sl lmsbk mvfi cw 1vf 0.4 0.7
4 18-24 7.5yr4/4 c2d 7.5YR5/8 sl lmsbk dh gw 1vf 0.4 0.7
5 24-40 5yr4/4 c2p 7.5yr4/6 sit lmsbk dh - - 0.2 0.3
•Effluent#1 =BOD,>30 s 220 mg/L .nd TSS>3r s 150 'Effluent =BOD,>30 s 220 mg/L and TSS>30 s 150 mg/L
CS': Name(Please Print)
Ir---
Signal - CST Number
r npson +-r. S-- CST
•
Address ate Evaluation Conducted Telephone Number
340 Paulson Lake Lane,Osceola,WI 54020-5413 August 18,2022 (715)248-7767
SBD-8330(R04/15)
�r 3 Boring# El Boring
®Pit Ground surface elev.95.98 ft. Depth to limiting factor 20"in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2
In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh.
•Effl11 •Effe2
1 0-9 10yr3/3 none sil 2fgr ds aw 2vf,f 0.6 0.8
2 9-15 10yr4/4 none sil 2fsbk ds cw 1vf,f 0.6 0.8
3 15-20 7.5yr4/4 none sl lmsbk ds cw 1vf 0.4 0.6
4 20-36 10yr5/4 2d.7.5yr5/8 sl lcsbk ds - - 0.4 0.6
5 36-46 5yr4/4 c2p7.5yr4/6 sd lcsbk
BoringEl Boring
#
❑Pit Ground surface elev._R. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft'
In. Munsell Qu.Az. Cont.Color Gr.Sz.Sh.
•EfrM1 •EffM2
•
Boring# 0 Boring
. ❑Pit Ground surface elev ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color • Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2
In. Munsell Qu.Az.Cont.Color Gr.Sz. Sh. 'MI I •Eff#2_
•
• Effluent#1 =BOD. >30 5 220 mg/L and TSS> 30 s 150 mg/L •Effluent#2=BOO, >30 5 220 mg/L and TSS>30 5 150 mg/L
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CERTIFIED SURVEY MAP
OCT 03 20- ,
LOCATED IN THE NORTHEAST QUARTER OF THE SOUTHWEST
QUARTER OF SECTION 26, TOWNSHIP 28 NORTH, RANGE 17 St Croy Cow.
WEST, TOWN OF RUSH RIVER, ST. CROIX COUNTY, WISCONSIN. immunity Develo/;1 t
BEING ALL OF LOT 1 OF CERTIFIED SURVEY MAP VOLUME 30, --
PAGE 6855, DOCUMENT NUMBER 1111791. , n rI 1 i A r .
Iaiv.. _.
Bearings are based upon the St. Croix County Coordinate (SW aaaa-O Co
System, NAD 1983,(1991)Adjustment. The north-south 1/4
line bears S00-02-24W. Bearings are expressed in North Quarter Corner
degrees-minutes-seconds. Distances are expressed in Sec. 26-T28N-R17W
decimal feet. See County Surveyor's Office for Section data. NE 1/4-SW 1/4 found Alum. Cap
SEC.26-T28 N-R 17 W
66 I S89-41-07E 178.66 Un&tted Lands
SOO-14-18W 22.00
S89-41-07E 1140.00
152.42 •
26.24 I IFIB Aseptic 404.24 �0, 735.76 •
CD
drive- • ^W ihouse to
gI I w y I shed
w o '8 3 m
o I I q LOT 2 4 8 g
cog
6.86
la S I 1e 556.04 v, approximate
of -4 89-41-07W 582.90 0
Warea d N N
D 8 ' QZ $ d
< Sarl S I� I 5 u) 0
S) r l �, I . s LOT 3
ob i$ -
C I 27.42 Z
1293.87
•
'ol �� N693844W 1321.29
UI I I _Lot 1_ Un&tted Lands
Certified SurveiMa-p_
Volume 30 Pie 6855 osofi 111110° 0
Document Number 1111791 `,,. \5CO1\18/
South Quarter Corner
0 300 600 * Brandon W. * 26 -R17w
King found Survey nail
Scale: 1 Inch = 300 feet S-2632
Eau Galle
WI okz-
The parcel(s)shown on this map are subject to State, �%9ti0 A s',
County and
own laws,
and regulations
wetlands, minimum ofsizeaccesstoparcels,1.e.,
etc.). 4,„, ,,,,��s�u o"rs `�```"```
Before purchasing or developing any permits), � � n
contact the St. Croix County Community Development V �tAA VI. /43
Department and the Town for advice.
7-21-LUZ1
Lot 3 to remain in Exclusive Ag and may not be further divided
per Town of Rush River. Legend
Please contact the St. Croix County Community Development
Department to inquire if more residential units remain. 4- = Found St. Croix County Monument
• = Found 1" o.d. Iron Pipe