HomeMy WebLinkAbout014-1071-80-000
1961
Wisconsin Department of SOIL EVALUATION REPORT
Page 1 of 3
Division of Safety and Buildings dm. a A.C.E. Soil & Site Evaluations
County
Attach complete site plan on paper n`Z IPA 8% 11 inches in size. Plan must St. Croix
include, but not limited to: vertical and horizontal refer pant (BM), di n 2nd
i;
percent slope, scale or dimemsions, north arrow, and tion ~ta ( f toad. Parcel I.D.
Please print all inform on. 014-1071-80-000
~~~~,~XX ~^(~j~ ))NT'S` ewed By Date
Personal information you provide may he used for secondary C9N s~ 1H.(14 (1) (m)). 7- 7W
Property Owner Property Location
Shelley M. Endres Govt. Lot NW 1/4 NW 1/4 S 33 T 31 N R 15 W
Property Owner's Mailing Address Lot # lock # Subd. Name or CSM# _
W7659 St. Rd. 35 35
City State Zip Code Phone Number _f City J Village Town N rest Road
Hager City WI 54014 (715) 307-0200 Forest U.S. Hwy 64
i+ New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement J Public or commercial - Describe:
Parent material Glacial till Flood plain elevation, if applicable na
General comments _
and recommendations: Soil suitable for mound with 18" ectvrf~30rc6 our.
' J ~L1 ct ~i7 •0 20
1 Boring # --i Boring
Pit Ground Surface elev. 100.63 ft. Depth to limiting factor 39 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-11 1 Oyr3/3 none sl 2fsbk mvfr as 2f,1 m 0.6 1.0
2 11-15 1 Oyr5/4 none sl 2fsbk mvfr cw 2f,1 m 0.6 1.0
3 15-24 7.5yr4/6 none lightsl 2fsbk mvfr cW 1f,vf 0.6 1.0
4 24-31 7.5yr4/6 none Is Osg ml cw lf,vf 0.7 1.6
5 31-39 1Oyr4/4 none grsl 1msbk dsh gW 1vf 0.4 0.7
6 3 - 0 7.5yr4/4 f2f 7.5yr5/8 grsl 1 msbk dsh - 1 of 0.4 0.7
F2 ] Boring # I Boring
✓e pit Ground Surface elev. 100.28 ft. Depth to limiting factor 18" ►n• 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 *Eff#2
1 0-9 10yr3/3 none sil 2fsbk ds as 21,1vf 0.6 0.8
2 9-13 1Oyr5/4 none sil 2fsbk ds cW 1vf,fm 0.6 0.8
3 13-18 7.5yr4/6 none sl 2msbk mfr cW 1vr,f 0.6 1.0
4 1 1 7.5 4/4 f2f 7.5yr5/8 & sl 2msbk mfr - lvf,f 0.6 1.0
yr fld manganese cone
* Effluent #1 = BOD 5> 30 < 220 mg/L and SS >30 < 1 mg/L uent #2 = BOD < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Signatur . CST Number
James K. Thompson 5--- 3602
Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number
340 Paulson Lake Lane, Osceola, W154020 12/212005 715-248-7767
Property Owner Shelley M. Endres Parcel ID # 014-1071-80-000 Page 2 of 3
a Boring # Ll Boring
e Pit Ground Surface elev. 104.69 ft. Depth to limiting factor >62" in. Soil Application Rate
Horzon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-9 10yr3/3 none sl 2fsbk mvfr as 3vf,f 0.6 1.0
2 9-28 10yr4/4 none gr cost 2fsbk mvfr cw 2f,1 m 0.6 1.0
3 28-62 7.5yr4/6 none gr cosl 2msbk mvfr - 1vf,f 0.6 1.0
Boring # Boring
F-1 J Pit Ground Surface elev. ft. Depth to limiting factor in. Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots QPDtft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
F-1 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 2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
* Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 S_30 mg/L and TSS <30 mg/L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format, please contact the dr)artment at 608-266-3151 or TTY 608-264-8777.
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/ P*
o , N5/ze/% En a~~e s ~oc~.",~j
e. 33 T.V-, ese,
~ . . ~ ~t • G~;fir ~ of/.
~ s .
lkolv
82 f
7~0 Or'
Assu.rcc~ el¢µ = iao. c
I B~., i To~O ej' C. e/ec-6-iu
e~dw6. E/ear = 96.so,'_..
,4orq..scu.-4 106 C.i,e of 0-4.,~oCJ
1I UI- BEUINNING; THENCE y
AID NORTH-SOUTH QUARTER LINE, ♦ SOIL TEST z
325.26 FEET TO THE EAST LINE OF x
:CTION; THENCE N00°01'20"W, X SECTION CORNER ESTABLISHED FROM
ET TO THE NORTH LINE OF SAID WITNESS MONUMENTS OF RECORD co 0
3 SAID NORTH LINE, 882.79 FEET TO w
FEET(27 RODS) OF SAID NW1/4 OF A
ONG SAID EAST LINE, 297.03 FEET NORTH LINE OF THE NW1/4 OF SECTION 33
1297.00 FEET 18 RODS OF THE PROPOSED -
S` 88041 X51 ° W 852.68j -
EF~ )2'17"W, ALONG SAID SOUTH LINE, , SECTION Vf WCORN 33 3 f- 8 Arr.Fq.R
'51" W 331.83' 1O
INNING. DESCRIBED PARCEL S-88°41 r 786.68' O-uj 9.31'
30. FT.) AND IS SUBJECT TO STATE
- .58' - ,
AND ANY OTHER EASEMENTS, - -I- - - - - - - - - 78787.58'
:RECORD. ~ 66.00
S 88°40'21" W 853.58' o L---
e JOINT ,
T EXISTING DRIVE 86' d~4
FIELD DRIVE
o> O Q~ LLO rn Q N ~o~001N0-
THE NW1/4, IN PART OF THE NE1/4 I t N SgLS. 0, Pa. 9
W1/2 OF THE NE1/4, ALL IN ?~0 Ili Z r
FOREST, ST. CROIX COUNTY,
4S FOLLOWS: //ttd^ o Q r U_ Lu O U_ Lu F SAID SECTION; THENCE g M~v 0 Z
IE OF THE NWI/4 OF SAID v QO
'18'09"E 1417.92 FEET; THENCE or r 3 3 $ 88041'51"W
ST- WEST QUARTER LINE OF SAID ~ 3
VG SAID EAST - WEST 1/4 LINE, w z m 3
HEW1/2OFTHENEI/4 OF SAID N 0= o
NG SAID EAST LINE, 1398.76 FEET; _ Z
O THE NORTH - SOUTH 1/4 LINE
0"W, ALONG SAID NORTH - SOUTH 5' 88°45~~8° W
F OF BEGINNING. DESCRIBED LL
39,831 SQ. FT.) AND IS SUBJECT 1 4~ \a
T-OF-WAY AND ANY OTHER Q
)VENANTS OF RECORD. SOUTH LINE OF THE W1/2
OF THE NW1/4 OF THE
NW1/4 OF THE NW1/4 Q\~0
I
I I
FHE NW1/4, IN PART OF THE NE1/4 N 90°0000 W
W112 OF THE NE1/4, ALL IN 205'50
-OREST ST. CROIX COUNTY,
,S FOLLOWS: z
PARCELS
U .
OF SAID SECTION; THENCE vw yr 36.82 ACRES INC. R W
OF THE NW1/4 OF SAID o 1,603,861 SQ. FT. . .
OF BEGINNING; THENCE °
IE NORTH LINE OF THE NW1/4 OF 35.92 ACRES EXC. R/W ,ry
.AST LINE OF LOT 1 OF CERTIFIED z 1,564,887 SQ. FT.
5, PAGE 1410 AT THE ST. CROIX = w
E; THENCE S01'1 8'09"E, ALONG LL I g
SOUTH LINE OF SAID LOT;
)UTH LINE, 495.94 FEET; THENCE ~ $
DT - WEST 1/4 LINE OF SAID .r--
JGSAIDEAST-WEST1/4 LINE, - - - - - - -
135.96 FEET; THENCE NO1°18'09"W I
VNING. DESCRIBED PARCEL
FT.) AND IS SUBJECT TO STATE
1ND ANY OTHER EASEMENTS, I
RECORD.
N 90°00'00°E 1337.83'
438,50' 659.33' 240.00' -16 7 CD W
A
g
HE NW1/4, IN PART OF THE SWIA z
4 OF THE NW1/4 AND IN PART OF W
TION 33, T31 N, RI 5W, TOWN OF
ISIN; FURTHER DESCRIBED AS
I
SAID SECTION; THENCE
1/4 LINE OF SAID SECTION, 0
70.65 FEET TO THE SOUTH LINE 0 (c~
RECORDED IN VOLUME 5, PAGE (A AtJ\
DTER OF DEEDS OFFICE; ~J
,UTH LINE, 388.92 FEET TO THE
I
°18'09"W, ALONG SAID WEST (3°
E OF THE NWt/4; THENCE Q~
66.00 FEET; THENCE 22,
'00'00"E 205.50 FEET; THENCE `Pl
'00'00"W 1337.83 FEET TO THE PARCEL 4
CTION; THENCE S00°1 6'59"E,
"TO THE POINT OF BEGINNING. 50.00 ACRES INC. R/W
ACRES (2,178,183 SQ. FT.) AND IS 2,178,183 SO. FT.
64 RIGHT-OF-WAY AND ANY
ND COVENANTS OF RECORD. 49.93 ACRES EXC. R/W
2,174,927 SQ. FT.
I
I
I
iE NW1/4, IN PART OF THE SW1/4
OF THE NW1/4 AND IN PART OF I
'ION 33, T31 N, R15W, TOWN OF
DIN; FURTHER DESCRIBED AS
+I
= SAID SECTION; THENCE
THE NW1/4 OF SAID SECTION,
ING; THENCE CONTINUING 157137 33.14 FEET; THENCE N90°00'00"E
.27 FEET; THENCE N90°00'00' W CORNER
71 FEET TO SAID NORTH LINE W1/4 SECTION N
LONG SAID NORTH LINE, 786.68 33
)F THE NWt/4 OF THE NW1/4 OF
S00°1 6'01"E, ALONG SAID EAST
OF SAID W1/2 OF THE NW1A OF
8°45'08"W, ALONG SAID SOUTH
:GINNING. DESCRIBED PARCEL
FT.) AND IS SUBJECT TO STATE
ID ANY OTHER EASEMENTS,
_CORD.
I, JOSEPH W. GRANBERG, REGISTERED WISCONSIN LAND SURVEYOR, HEREBY CERTIFY THAT THE ABOVE DESCRIBED
AND MAPPED PROPERTY WAS SURVEYED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT THIS MAP IS A