HomeMy WebLinkAbout014-1072-10-000
Departm - in N REPORT paqe of 3
Wisconsin ent of Com
Division of Saf ety and nc A.C.E. Sal & Site Evaluations
in a rdance with s. Ad .Code
' County
;LaN, 1963
Attach complete site plan on paper not less than Y2 x 11 t St. Croix
include, but not limited to: vertical and horizontal fare " of d Parcel I.Q.
percent slope, scale or dimemsions, north arrow, d kxxtion a~st roa 014-1072-10-000
Please print all info adoSi ` Date
Personal information you provide may be used for 4 (1) (m)). I~ , C `f Z,ero
Property Owner Property Location
Shelley M. Endres Govt. Lot SE 1/4 NW1/4 S 33 T 31 N R 15 W
Property Owner's Mailing Address Lot k Block # Subd. Name or SM#
W7659 St. Rd. 35 r G ' 6f 'A
City State Zip Code Phone Number J City J Village Y' Town Nea t R
Hager City I WI 54014 (715) 307-0200 Forest U.S. Hwy 64
✓J New Construction Use: ✓J Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
J Replacement Public or commercial - Describe:
Parent material Glacial till Flood plain elevation, if applicable na
General comments
and recommendations: Soil suitable for mound with 14" of sand fill aced on 104.0' contour. Linea loading rate not to exceed 6.0 /
.
gpd/linear ft. CSC yv4t q~,J • O -2'c(
a Boring # Boring
Pit Ground Surface elev. 101.18 ft. Depth to limiting factor 24"-.- m. Soil Application Rate
F Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots .E GPD/ftiinMunsell Qu. Sz. Cont. Color Gr. Sz. Sh.
0-15 10yr3/3 none fsl 2fsbk mvfr as 2f,1m 0.4 0.8
15-19 10yr5/4 none fsl 2fsbk mvfr cw Alm 0.4 0.8
3 19-24 7.5yr4/6 none sl 2msbk mfr cw 1f,vf 0.6 1.0
4 2 - 2 7.5yr4/6 f1 d Manganese sl 1 msbk mfr cw 1f,vf 0.4 0.7
5 32-44 7.5yr4/6 f2f 7.5yr5/8 sl 1 csbk mfi - 1 of 0.4 0.7
Boring # Boring
401 Pit Ground Surface elev. 100.83 ft. Depth to limiting factor 24" in. Soil Application Rate
ff Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff# 1 PD/f 2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
0-9 10yr3/3 none sil 2fsbk ds as 2f,1vf 0.6 0.8
9-16 10yr4/6 none sl 2fsbk ds cw 1vf,frn 0.6 1.0
3 16-24 7.5yr4/6 none scl 2msbk mfr cw 1vf,fm 0.4 0.6
4 24-40 7.5yr4/4 f2d 7.5yr5/8 sl 1 msbk mfr - 1vf 0.4 0.7
Effluent #1 = BOD 5> 30 < 220 mg/L and SS >30 < 150 L uent #2 = BOD < 30 mg/L and TSS <,0 mg/L
CST Name (Please Print) Signature: CST Number
James K. Thompson 3602
Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number
340 Paulson Lake Lane, Osceo'2 54020 12/212005 715-248-7767
014-1072-10-000 Page 2 of 3
' Property Owner Shelley M. Endres Parcel ID #
106.28 ft. Depth to limiting factor 22 in. Soil Application Rate
3 ] F Boring # Boring
~ pi{ Ground Surface elev.
Horizon Depth Dominant Color Redox Description Texture St SZ Sh. Consistence Boundary Roots *E~; P *E~
in. Munsell Qu. Sz. Cont. Color Gr. 1 0-9 10yr312 none sil 2fsbk mvfr aw 2f,1m 0.6 0.8
2 9-14 10yr4/6 none sil 2fsbk mvfr cw 2f,1 m 0.6 0.8
3 14-22 7.5yr4/6 none sl 2msbkf mfr cw 1f,vf 0.6 1.0
4 2 -30 7.5yr4/6 f1d Manganese sl 2msbk mfr cw 1f,vf 0.6 1.0
5 30-41 7.5yr4/6 f2f 7.5yr5/8 sl 1 csbk mfr
F-1 Boring # PBoring it
4 Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *E 1 GPD/fF
*Eff#2
in. Munsell Qu. Sz. Cont. Color
F-1 Boring # 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 opuff
Gr. Sz. Sh. *Eff#1 *Eff#2
in. Munsell Qu. Sz. Cont. Color
* Effluent #1 = BOD 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 EA.'
225.00 ACRES THE NE1/4 OF SAID SECTION; THENCE N00°01'20"W, ALONG SAID EAST LINE, 2664.32 FEET TO THE NORTH LINT
THENCE S89°02'17"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 NW-1/4 OF THE NE1/4; THENCE S89°02'17"W, ALONG SAID SOUTH LINE, 445.54 FEET TO THE NORTH - S
SECTION 222.20 ACRES PARCEL CONTA NS 225.00 ACRES (9,801.1171DSONORTH - SOUTH 1/4 LINE, , FT) AND 19 SUBJECT TO ST O TE TRUNK Q T HIGHWAY 64 R GHT C
9,678,997 SQ. FT. EASEMENTS, RESTRICTIONS AND COVENANTS OF RECORD.
Z. HIGHWAY "64" NORTH LINE OF THENEI/4 OF SECTION 33 -----------------------'-----a - - - - - - - - - - - - S 89 0217"%
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- - - - - - - ' N1/4 CORNER S 89°0217" W 882.79'
S 8$°41'61" W 585-26' SECTION N33 ~ EXISTING CENTERLINE {
7 406.56 u' F --31
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~ JOINT i 66 W 882.59 - - X179.70' 405.59' 7r DRIVE
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35.17 ACRES INC. R/W
1,531,931 SQ. FT.
a 33.99 ACRES EXC. R/W
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;29 SO. FT. 56.01 ACRES INC. R/W
2,439,831 SO. FT.
?ES EXC.R/W ~
365 SOFT. `6 55.56 ACRES EXC. R/W
2,439,831 SQ. FT.
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