HomeMy WebLinkAbout004-1052-95-001 R C EPVED . 65r- z4 z '- I2
Wisconsin Department of Safety and Professional Services MAY 2 4 2021 A I D Page 1 of Z
Division of Industry Services SOIL 't S 4 1/C. LAN 3/041 St,
E'V�rLrE1A R 4V EPORT
Community Development
In accordance with SPS-385.Wis Adm Code County
• ST Croix
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include.
but not limited to vertical and horizontal reference point(BM).direction and percent slope. Parcel I D
scale or dimensions,north arrow.and location and distance to nearest road. Pending-Proposed CSM;Current:004-1052-95-00f
Please print all Information. Revi by
�//�1 at1
Personal information you provide may be used for secondary purposes(Privacy Law,S 15 04(1)(m)) e 'jam l ZC/ 17D/ l ,
Property Owner Property Location:
Gregory Buchal Govt. Lot: SE Y. SE Y. S22 T 28 N R 15 W
Property Address Lot I Block I Subd. Name or CSM#
214 310TH ST 01 Proposed CSM
City State Zip Code Phone Number ❑City ❑Village El Town Nearest Road
Wilson 'WI 154027 I I I Cady 1310TH ST
IN New Construction Use.NI Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD
❑ Replacement 0 Public or commercial-Describe:
Parent material Loamy glaciofluvial deposits over sandy outwash(Rosholt) Floodplain elevation if applicable NA ft. ZOQ1/g• x
General comments and recommendations: Recommend mimmum 11-sand-M POWTS mound on 100.00 contour with o.6ptad/112 loading rate
LF=25-(Redosmorphic features)
❑Boring
1 Boring# ❑� Pit Ground surface elev.96.30 ft. Depth to limiting factor 32 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. •Eff#1 'Eff#2
1 0-9 10YR 3/3 - I 3fgr mfr cw 3f-vf 0.6 0.8
2 9-15 10YR 4/3 - sil 2fabk mfr gw 1f-vf 0.6 0.8
3 15-24 10YR 4/4 - sil 2mabk mfr-mfi gs 1f-vf 0.6 0.8
4 24-32 10YR4/4 - cl 2mabk mfi cw 1vf 0.4 0.6
5 32-40 10YR 3/6 cid 7.5YR 5/8 a 10YR 5/1 cl-c lmabk mfi-mvh cw - 0.0 0.0
6 40-52 10YR 4/6 c2d 7.5YR 4/6 8 10YR 6/1 Ifs Osg loose - - 0.5 1.0
❑Boring
2 Boring I
0 Pit Ground surface elev. 100.00 ft. Depth to limiting(a 25 n.
Soil Application Rate
Honzon Depth Dominant Color Redox Descnption Texture Structure Consistence Boundary Roots GPD/Ft2
In. Munsell Qu Az.Cont.Color Gr Sz.Sh. •Eff#1 'Eff#2
1 0-9 10YR 3/3 - sil 2fgr mfr gs 2f-vf 0.6 0.8
2 9-17 10YR 4/3 - sil 2f-mabk mfr gw 1vf 0.6 0.8
3 17-25 10YR 4/4 - I 1 mabk mfr gw - 0.4 0.6
4 25-37 10YR 5/6 c2d 7.5YR 5/8 a 10YR 5/1 SI 1 msbk mvfr cw - 0.4 0.7
5 37-55 10YR 5/6 m2d 7.5YR 5/8 8 10YR 52 Ifs Osg loose - - 0.5 1.0
•Effluent#1 =BOD,>30 S 220 rrg/L and TSS>30 S 150 mg/L • M nt#2=BOD, >30 S 220 mg/L and TSS>30 S 150 ng/L
CST Name(Please Print) Signature CST Number
Ryan Bethel I SP-111500001
•
Address Date Evaluati onducted Telephone Number
779 Spring Creek RD S,Red Wing,MN 55066 05/13/21 (651)327-0074
SBD-8330(R04/15)
Boring
3 Boring# ❑ Pit Ground surface elev.99.15 ft. Depth to limiting factor 26 in.
IIIIIIIIMIIIMMIIIIIIIIIMMO
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 •Efl#1 'E1F#2
1 0-8 10YR 3/3 - sit 3fgr mfr gs 2f-vf 0.6 0.8 _
2 8-18 10YR 4/4 - sil 2mabk mfr gs 1f-vf 0.6 0.8
3 18-26 10YR 3/6 - sil-sicl 2mabk _ mfi gs 1vf 0.4 0.6
4 26-38 10YR 3/6 c2d 7.5YR 518&10YR 5/1 SI 1 msbk mvfr cw - 0.4 0.7
5 38-53 10YR 4/6 m2d 7.5YR 5/8&10YR 5/2 Ifs-s Osg loose - - 0.7a 1.6a
0 Boring
4 Boring#
❑Pit Ground surface elev ft. Depth to limiting factor_in.
Soil Application Rate
Horizon Depth Dominant Color Redox Descrption Texture Structure Consistence Boundary Roots GPD/Ft2
In. Munsell Qu Az. Cont.Color Gr.Sz.Sh. •E}f#1 •Efl#2
0 Boring
5 Boring#
0 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. •Eff#1 E1f#2
i
•Effluent#1 = BOD, >30 5 220 mg/L and TSS>30 5 150 mg/L • Effluent#2=BOD.>30 5 220 mg/L and TSS>30 5 150 mg/L
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LOCATED IN THEEOUTIE AST QUARTER
fTMAPUTHEAST
QUARTER OF SECTION 22,TOWNSHIP 28 NORTH,RANGE 15 WEST,
TOWN OF CADY,ST.CROIX COUNTY,WISCONSIN.
4-0
EAST 1/4 CORNER OF--,
%C. 77, r29N, 1215W.
�1
NORTH
NE CORNER OF THE SE 3
'/4 OF THE SE 1/4
yNPLdUEO tANDS 1 1$N
IV85.50'52"N N89'0.52'w ( f ry•
27 94'. t I '2 8
• 522.12' 337yL • s I z
:: v
i _NOR rH L.Ne OF THE SE 1'� F. - {,(
it 1/4 OF TIE 5E 1/4 tJ 4J1 ..`I
of w kl /
21 op o "I(,;
q,N0 LOT I�, " In
'� 130,693 S FT. I OI
Q. 00.3.00 OI '
.ej •• CO
ACRES INCLUDING RAV „31
t<'; cv 1 121.1107 SO.FT.OR 2.80
21 ACRES EXCLUDING RAN ^`• 33 33I I
GO
47 "I°f I „ I l� l
/ 444.66' - )+
Ia 477.78' ;
\3, 589'50'52"E lo
�w 8ry
YNPL1REQ leyQg '1
I
Cure ?CogentCURVE TABLE 171 37
No. Rodlike !n erg. Chord art Length Length DNIo Out Br TangentChord Arc .
i
1 405.25' 504 45 27'E N04'05'43�E 124.73' 125.23' 17 4210' N12.56'54 E
1 1075.81' N12S6'540E N1140'18'E 10.39' 10.39' 0033'12'N1273'421Ejlic
3 438.25' N0473'13'W NO44'I6'50'£ 132.09' 132.59' 1770'07'N12.56'54'£ .`
4 1042.81' N12'56'547 N72'52'07'E 2.90' 2.90' 00'09'34'N124719'E
SE CORNER OF
LINE TARP F SEC. 27, T2eN.
Lone No. RISW
I N11'36'54'E 133.71'
1 N12'56'54'E 133.71'
OWNERS ADDRESS The parcel shown on this 0 1 00
Gregory&Laura Burhal awn Is subject to State,
County 214 310th St. and regulations
td oTnwn laws,rules
Wilson,WI 54027 and requlatlons Cl...,
71r1
wetlands,minimum lot size,
BEARINGS ARE REFERENCED TO THE access to parcels,etc.).
or
NORTH UNE OF THE SE 1/4 OF SECTION ddoro ping an pang c
),
22,T28N,RI SW WHICH IS ASSUMED TO contacting anyt. rocs Lou
BEAR N89'S0'5214. contact the Development p
Communlry anthe Tch O
Department and the Town Stone•a00
TNK INSTRIMENT WAS DRAFTED 19I9 reanr+ee.re,n Ane
eY DANIEL L.MANES
for advl<e. +ulwe,er.HM SSW}
Phone OSI.SES.a969
••\cope\�RI LEGEND r
I�\R'�jf� DENOTES FOUND I'SURVEY NAIL
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fr
5.
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(� tM laO WEIGOHI GSI13 LBS PER LINEAR O
�/ UNLESS OTHERWISE INDICATED CORNERSTONE
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\ LAND SI IHVCVIND, INC
SHIFT i or 2 SHEETS