HomeMy WebLinkAbout008-1005-20-100 (2)
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ORIGIN 1477
* Wisconsin Department of Commerce S EVALUATION REPORT page 1 of 3
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Certified Soil Testing
Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County St. Croix
include, but not limited to: vertical and horizontal reference point (BM), direction and
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D.
8-1005-20 -
Please print all information. Revie B Date
Personal information you provide may be used for secondary purposes (Privacy Law, s.15.04 (1) (m)). _ G-K,A 3 d
Property Owner Property Location
Burgerson, Linda & Loren Govt. Lot NW 1/4 NW 1/4 S 2 T 28 N R 16 W
Property Owner's Mailing Address Lot #Y Block # Subd. Name or CSM# e~ 9
579 250th St. / 7 Acre Lot 7
City State Zip Code Phone Number City Village ej Town Nearest Road
Woodville WI 54028 715-698-3826 Eau Galle 250Th St.
New Construction Use: V Residential / Number of bedrooms 3 Code deriv w rate 450 GPD
✓ Replacement Public or commercial - Describe:
Parent material till rFlo~owplairkelev*on, if applica_ a NA
-0 ~rl 1 :1
General comments 17 13 Y; If ((jj _
and recommendations: install 3 - 2.T x 50' stipulation 1099 chamber trenches stem elevatio`nVQ4,,2
414 6e-- ayseA `11 ri nn
Boring # Boring k - Spo, ,
Cou
Pit Ground Surface elev. 96.9 ft. Depth to ligti4facts 6 in/~ Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure opsistence Boundaly' GPDIff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
1 0-5 7.5YR 3/2 - sl 2 m gr my 1 Urn .5 .9
2 5-12 7.5YR 3/2 - sl 2 f-m sbk mvfr cs 1 m .5 .9
3 12-25 10YR 3/4 - sl 1 m sbk mvfr cs 1 m .4 .6
4 25-76 7.5YR 4/6 - Is 0 sg ml cs 1M .7 1.2
5 76-96 10YR 4/6 - s 0 sg ml - - .7 1.2
r 3Z t~/~o' ^
/ Cs occasional gr & cob below 25"
Fil Boring # Boring
Pit Ground Surface elev. 96.9 ft. Depth to limiting factor > 118 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
1 0-5 7.5YR 3/2 - sl 2 m gr mvfr gs 1f/m .5 .9
2 5-14 7.5YR 3/2 - sl 2 f-m sbk mvfr gs 1 m .5 .9
3 14-28 10YR 3/4 - sl 1 m sbk mvfr cs 1 m .4 .6
4 28-84 7.5YR 4/6 - Is 0 sg ml cs 1M 7 1.2 ~i
5 84-118 10YR 4/6 - s 0 sg ml - - .7 1.2
10" diameter inclusion 7.5YR 4/4 at w/ c3p 7.5YR 5/8,5/3 mots @ 55-66"; sands damp below 100" but not at field capacity AC- ArL
` Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L " Effluent #2 = BOD < 30 mg/L and TSS 30 mgL'
CST Name (Please Print) Si at re: CST Number
Henry F. Grote 222774
Address Certified Soil Testing Date Evaluation Conducted Telephone Number
E. 4366 353rd Ave., Menomonie, WI 54751 61 1/26/2002 715-233-0398
J
Property Owner Burgerson, Linda & Loren Parcel ID # 008-1005-20 Page 2 of _ 3
Boring # --j Boring
✓1 Pit Ground Surface elev. 97.4 ft. Depth to limiting factor 75 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 `Eff#2
1 0-8 7.5YR 3/2 - sl 2 m gr mvfr cs 1f/m .5 .9
2 8-20 10YR 3/4 - sl 1 m sbk mvfr Cs 1 m .4 .6
3 20-75 7.5YR 4/6 - Is 0 sg ml as 1f/m .7 1.2
4 75-85 10YR 5/4 c2p 7.5YR 4/6,5/8 scl 0 m mfr - 0 0
I OYR 6/2
f2p 7.5YR 5/8,5/3 vertically oriented, classic root mottles w/ dark centers @ 37-45" (this pit under edge of canopy of large tree)
❑ Boring # ? Boring
_,1 Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots MIT
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 "Eff#2
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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 GPD '
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 "Eff#2
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Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODS < 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 department at 608-266-3151 or TTY 608-264-8777.
SBD-8330 (R.07/00) Certified Soil Testing
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6-'93n1Z
U 15 VOL 16 PAGE 4294
2 4 2QQe" KATHLEEN H. WALSH
REGISTER OF DEEDS
a ST. CROIX CO., WI
ST CROIX EYY 'S RE ORD RECEIVED FOR RECORD
05-17-2002 3:15 PM
CERTIFIED SURVEY MAP
REC FEE:- 13.00
COPY FEE:
PAGES: 2
CERTIFIED SURVEY MAP
LOCATED IN PART OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF
SECTION 2, TOWNSHIP 28 NORTH, RANGE 16 WEST OF THE 4TH PRINCIPLE
MERIDAN, TOWN OF EAU GALLE, ST. CROIX COUNTY, WISCONSIN
UNPLATTED LANDS
NORTHWEST CORNER SECTION 2 N 03107'52 W N 88102'25 E 181.50'
I:a FOUND 3' ALUMINUM COUNTY MONUMENT 41.25'
NV
I mN N 88'02'2V E 544.50'
lO rn
a.'
100'
I h EI-SHED
I I~1 N BUILDING LINE LOT 1 IZ
SETBACK N
11a U ' HOUSE 219774 S0. FT. ID
IC 33' 335.05 ACRES
Z INCLUDING R-O-W y
v 1, 4 _Im
C)
ID I 219732 SO. FT. '
u E 492.91 5.04 ACRES rn ID
I I U r H 77 11 49N.63. d LOT 2 EXCLUDING R-O-W IZv
Y N
rD SEE DETAIL ° ~ u
87124 S0. FT.
p m 1 1` v_ 2.00 ACRES N
Iln I Z INCLUDING W
R-O-W
`6 r
86702 SO. FT.
1.99
+ I 1 u r
I 1 1.99 ACRES oU ru I EXCLUDING n
I Nm I R-O-W ?
I I• I N
u 402.95' ' 323.05'
I ~zu N ;,DD' 398.74 ~ x „ „
c 721.79
I I SEE DETAIL e S 88'02'23' W 728.00
C3 '
WEST 1/4 CORNER SECTION 2 SOUTH LINE OF THE NW 1/4-NW 1/4
I a'' I FOUND 3 ALUMINUM COUNTY MONUMENT UNPLATTED LANDS
DETAIL B: LEGEND:
N.T.S. • SET 3/4" BY 24" IRON PIN WEIGHING
1.50 POUNDS PER LINEAR FOOT
DETAIL A:
N.T.S I COUNTY SECTION MONUMENT
N.T.S. II 4.21 DRIVEWAY LOCATION
1 NOTE:
0 1$. BEARINGS ARE REFERENCED TO THE
11 WEST LINE OF THE NW 1 /4 OF SECTION
2, ASSUMED TO BEAR N 03'07'52" W.
1.2~~Qra1°y8fl~88e1~1~® SCALE: 1' ~ 150'
37.5 75 150 THIS SURVEY WAS MADE AT THE
'b wr'~°P~au''ouatsN.,Ood
moo„ `w, Ar REQUEST OF THE OWNER, BRAD HENZE,
579 250TH ST., WOODVILLE, WI, 54016
e n ~ ^o
l
t_ ~ 4 0 u
N
e THIS INSTRUMENT DRAFTED ,
BY JASON PAUKNER
SHEET 1 OF 2
Lit APPROVED
ST. C'la"Ino 7nnimm CROryd POrk Committee
MAY 17 200
If not rewlatja wIIIIIn 30 days of
Vol. 16 Page 4294 aPProval date approval shall be
null Rnd void