HomeMy WebLinkAbout014-1071-30-000
' 1964
SOIL EV ION REPORT page 1 of 3
Wisconsin a Co A"area`
Division of *an to 'Y Wis. dm. Code A.C.E. Soil & Site Evaluations
County
Attach complete sue' re plflfrompapor.aot less th n 8'1A x 11 inches in size. Plan,iaust St. Croix
include, but not limited to: vertical and horizon I reference _ t (W)~'~dir'$4bnd Parcel I.D.
percent slope, scale or dimensions, north arr and lond4fist2nce to nearest r 014-1071-30-000
Please print all in rmatio~~n.(~ G,x uvOg ~ ~ R iewer~By Date I /
Personal information you provide may be used for dart P6P~Y l,aw, s m) J , `f t7
Property Owner Property Location
Shelley M. Endres Govt. Lot NW 19 NE 114 S 33 T 31 N R 15 W
ock # Subd. Name or C
Property Owner's Mailing Address LotPo## B
. , Srz
W7659 St. Rd. 35 6
City State Zip Code Phone Number -J City Village ✓J Town ` Neare R
Hager City WI 54014 (715) 307-0200 Forest U.S. Hwy. 64
New Construction Use: V Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
Replacement Public or commercial - Describe:
Parent material Glacial till Flood plain elevation, if applicable na
General comments
and recommendations: Soil suitable for mound with 16" of sand fill plac on 10225' contour. Linear loading rate not to exceed 6.0
gpd/linear ft. CS K& &e ~1~' • 0 16'D
❑ Boring # Boring
Pit Ground Surface elev. 101.15 ft. Depth to limiting factor 20~-in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots iE; PD1ft2E2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 0-8 10yr32 none sil 2fsbk ds as 2f,1vf q0.6 0.8
2 8-20 10yr5/4 none sl 2fsbk ds cw 2vf,fm 1.0
3 20-30 7.5yr4/6 f2f 7.5yr5/8 sl 2msbk mfr cW 1vf,fm 1.0
4 30-38 7.5yr4/6 f2d7.5yr5/8 sI 1msbk mfr - 1vf 0.4 0.7
Boring # Boring
1J/ Pit Ground Surface elev. 98.90 ft. Depth to limiting factor 29 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots •Eff#1~DFEff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 0-8 10yr3/3 none sil 2fsbk ds as 2f,1vf 0.6 0.8
2 8-19 10yr5/4 none sil 2fsbk ds cW 2vf,fm 0.6 0.8
3 19-29 7.5yr4/6 none si 2msbk mfr cw 1vUrn 0.6 1.0
4 29-36 7.5yr4/6 f2d 7.5yr5/8 sl 1 csbk mfr - 1 of 0.4 0.7
* Effluent #1 = BOD 30 < 220 mg/L an TSS >30 < 150 L ffluent #2 = BOD S_30 rng/L and TSS < 30 mg/L
CST Name (Please Print) Signature* CST Number
James K. Thompson - 5 3602
Address A.C.E. Sal & Site Evaluations Date Evaluation Conducted Telephone Number
340 Paulson Lake Lane, Osceo , Wl 54020 12/212005 715-248-7767
Property Owner Shelley M. Endres Parcel ID # 014-1071-30-000 Page 2 of 3
a Boring # J Boring
Pit Ground Surface elev. 102.77 ft. Depth to limiting factor 22" in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots `Eff#1 GPDff
'Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 0-11 10yr3/3 none sl 2fsbk ds as 2f,1vf 0.6 1.0
2 11-18 10yr5/4 none sl 2fsbk ds cw 2vf,fm 0.6 1.0
3 18-22 7.5yr4/6 none sl 2msbk mfr cw 1vf,fm 0.6 1.0
4 22-37 7.5yr4/6 m2d 7.5yr5/8 sl 1 csbk mfr - 1 of 0.4 0.7
❑ Boring # - j 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 "Eff#1 *Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
❑ Boring # _l Boring
J Pit Ground Surface elev. ft. Depth to limiting factor in. Soil -Application Rate GPD Horizon Depth Dominant Color Redox Description Texture Structure
Consistence Boundary Roots *Eff#1 •Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
' Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD5 <_30 mg/L and TSS <30 mg/L
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AREA FEET TO THE WEST LINE OF SAID NW1/4; THENCE S00°16'59"E, ALONG SAID WEST LINE, 1992.58 FEET TO THE
SECTION; THENCE N88°55'00"E, ALONG THE EAST - WEST 1 /4 LINE OF SAID SECTION, 3970.72 FEET TO THE EX
225.00 ACRES THE NE1/4 OF SAID SECTION; THENCE N00°01'20"W, ALONG SAID EAST LINE, 2664.32 FEET TO THE NORTH LINI
THENCE S89°02'1 7"W, ALONG SAID NORTH LINE, 882.79 FEET TO THE EAST LINE OF THE WEST 445.50 FEET(27
9,801,171 SQ. FT. OF THE NE1/4; THENCE S00°09'20"E, ALONG SAID EAST LINE, 297.03 FEET TO THE SOUTH LINE OF THE NORTH
OF THE NW1/4 OF THE NE1/4; THENCE S89°02'17"W, ALONG SAID SOUTH LINE, 445.54 FEET TO THE NORTH - S
222.20 ACRES SECTION; THENCE NO0°09'20"W, ALONG SAID NORTH - SOUTH 1 /4 LINE, 297.03 FEET TO THE POINT OF BEGINI'
64 RIGHT-C
PARCEL CONTAINS 225.00 ACRES (9,801,171 SO. FT.) ANDS SUBJECT TO STATE TRUNK HIGHWAY
9,678,997 SQ. FT.
EASEMENTS, RESTRICTIONS AND COVENANTS OF RECORD.
Z, HIGHWAY "64u NORTH LINE OF SEC-TION-33
- - - S 89°02'1 T W
- - - - - - - - - - - - - ° i n
-----------------------rN1/4 CORNER m b S 89 02 y7 W 882.79'
S gg°41'$1" W 585.28' SECTIONS-~_~ EXISTING CENTERLINE-ol
N _ _
7 406.56' N - - - - - - - -
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- 66'
- - - 178.70' 405.59' - - EXISTING Tr 1L1 31" W 882.59' JOINT
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o z 445.54' N Z
SOUTH LINE OF THE NORTH
297.00 FEET (18 RODS) OF THE
♦ NW1/4 OF THENEI/4
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PARCEL I
35.17 ACRES INC. R/W
1,531,931 SO. FT.~
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N 33.99 ACRES EXC. R/W
3 0 3 1,480,524 SOFT.
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DEL 3 11 oz
?ES INC. R/W ~I PARCEL 2
i29 SO. FT. 56.01 ACRES INC. R/W
2,439,831 SO. FT.
?ES EXC.RNV 2
365 SOFT. 55.56 ACRES EXC. R/W
2,439,831 SO. FT.
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N 88°55'00" E 1
1 0.88' -Vr
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EAST - WEST 1/4 LINE OF SECTION 33
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