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' 'ORIGINAL 1381
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page I of 3
Division of Safety and Buildings in accordancewith..Comm 85, Wis. Adm. Code Certified Soil Testing
County
Attach complete site plan on paper not less 2 1 i s 'e~ an must St. Croix
F!X
include, but not limited to: vertical and ho ' r ce in ^ 1ye n and Parcel I.D.
-o~QZ7
percent slope, scale or dimensions, no and lo ti and distab o earest road.
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Please pri 1 nforn E~ J; Re wed By Date
Personal information you provide may for secondary purposes (Privacy Law, s., Y. 1) (m)). 71J - 2~-
Property Owner I _ x zQQ~ Cw e y oca ion I/ U ST GPIOIX o Lot SW 1/4 NW 19 S 14 28 N R 16 W
Property Owner's ailing Address NTY -L o # Block # Subd. Name or CSM
2,93n rTu - zCrNI+NGOFFICE , 4~- (,,e~ $ .2 finding {shy Z Zi
City State Zip IS, p- M9- Cit Village Town Nearest Road
Woodville WI 54028 ~ Eau Galle 250Th St.
New Construction Use: Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
Replacement t Public or commercial - Describe:
Parent material till Flood plain elevation, if applicable NA
General comments
and recommendations: install 5' x 91.2' rock unit mound on 98.7 contour as upslope edge of rock w/ 1.4' sand fill for 3 br
P-1 Boring # _ Boring
Pit Ground Surface elev. 97.7 ft. Depth to limiting factor 20 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.
1 0-9 10YR 4/3 sl 2 f-m sbk ds cs 1f/m .5 .9
2 9-20 10YR 4/6 - sl 2 m sbk dsh cs if 5 9
i
3 20-28 10YR 4/4 f2p 7.5YR 5/8,5/3 sl 2 m sbk mfr cs lm .5 .9
4 28-38 10YR 4/4 f2p, 7.5YR 5/8,5/3 scl 0 m mfr - 0 0 -
i
occasions gr si coats on pe s in onzon
2 Boring # Boring
Pit Ground Surface elev. 98.7 ft. Depth to limiting factor 21 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.
1 0-8 10YR 4/3 sl 2 f sbk ds cs 1f/m .5 .9
2 8-21 10YR 4/6 - sl 2 m sbk dsh cs if .5 .9
3 ~21-28 10YR 4/4 f2p 7.5YR 5/8,5/3 sl 2 m sbk mfr cs 1M 5 .9
4 28-38 10YR 4/4 f2p 7.5YR 5/8,5/3 scl 0 m mfr 0 0
i
occasions gy si coats on pe s in horizon
Effluent #1 = BODS> 30 < 220 mg/L and TSS 10 < 150 mg/L Efflu = BOD < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) igna ur Number
Henry F. Grote 222774
Address Certified Soil Testing Date Evaluation Conducted Telephone Number
E. 4366 353rd Ave., Menomonie, WI 54751 8/11/2001 715-233-0398
Property Owner Peavey, Bill Parcel ID 3 acre CSM Pending Page 2 of 3~
Fil go Boring # Boring
Pit Ground Surface elev. 102.1 ft. Depth to limiting factor 21 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P '
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 0-5 10YR 4/3 - sl 3 m gr ds cs 1f/m 5 9
2 5-10 10YR 4/3 - sl 2 f sbk ds cs 1M .5 .9
3 10-21 10YR 4/6 - sl 2 m sbk dsh cs 1M .5 .9
4 21-31 10YR 414 f2d 7.5YR 5/8,5/3 sl 2 m sbk mfr - - .5 .9
occasional gy sl coats on pe s in horizon 3
Boring # Boring
Pit Ground Surface elev. 98.7 ft. Depth to limiting factor 23 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots -L GPDgrEff#Z
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 0-3 10YR 4/3 - sl 3 m gr ds cs 1f/m .5 .9
2 3-10 10YR 4/3 - sl 2 f sbk ds cs 1M .5 .9
3 j 10-23 10YR 4/6 - sl 2 m sbk dh cs 1M .5 .9
4 23-27 10YR 4/6 f3d 10YR 6/2 sl 2 m sbk dh as 1 m 5 9
5 27-57 7.5YR 5/8 - mcos 0 sg ml cs - .7 1.2
6 57-63 10YR 5/4 c2d 7.5YR 5/8,5/3 sl 0 m mfr - .3 .5
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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 P
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
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Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L
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SBD-8330 (R 07/00) Certified Soil Testing
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Parcel 008-1040-95-200 03/25/2010 PAGE E 02:40 PM
F 1
Alt. Parcel M 14.28.16.207A-20 008 - TOWN OF EAU GALLE
Current ❑ ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units
00 0
Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner
0 - STORLEY, LEROY A & RENEE C
LEROY A & RENEE C STORLEY
3710 S GOLDFIELD RD # 675
APACHE JUNCTION AZ 85119
Districts: SC = School SP = Special Property Address(es): Primary
Type Dist # Description ' 367 250TH ST
SC 0231 BALDWIN-WOODVILLE AREA
SP 1700 WITC
Legal Description: Acres: 4.203 Plat: 4212-CSM 15-4212 088-2001
SEC 14 T28N R16W PT SW NW BEING CSM Block/Condo Bldg: LOT 02
15/4212 LOT 2 4.203AC
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
14-28N-16W SW NW
Notes: Parcel History:
Date Doc # Vol/Page Type
09/06/2007 860009 WD
05/17/2004 762847 2573/491 WD
11/20/2002 699261 2054/495 WD
11/13/2002 698187 20441296 EZ
more...
2010 SUMMARY Bill M Fair Market Value: Assessed with:
Use Value Assessment
Valuations: Last Changed: 10/07/2008
Description Class Acres Land Improve Total State Reason
AGRICULTURAL G4 3.703 800 0 800 NO
UNDEVELOPED G5 0.500 200 0 200 NO
Totals for 2010:
General Property 4.203 1,000 0 1,000
Woodland 0.000 0 0
Totals for 2009:
General Property 4.203 1,000 0 1,000
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date. 04/17/2001 Batch M
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
/v C
00 _ a o
8 0 7
~ Yv 9s-
0 _ !6 q/-S-6 ae0
Cho 8 - 10 q0 - ~p -osd o?D(o / I~.ATH6632p 7
10 `{V `IS-.- &S -o a o -7AREGISTER OF DEEDS
. WI
o?~b ' d08 O Y I - CD -.0,$-d 5 REC IVD I ORCRECaB
(moo l C08 - to 40 1 M) a0'7,41 -1bnos'11-27-2001 3:30 PM
!o q0 - 9;- - aoc7 zo A- COPY FEE: 3.00
-3 X09 - /D c/D ao 7 ~9 -3 v RECORDING FEE: 13.00
CERTIFIED SURVEY MAP
WILLIAM AND JEAN PEAVEY
Part of the Northwest 114 of the Northwest 114, the Southwest 114 of the Northwest 114 and the Northwest 114 of the
Southwest 114 of Sectioqj~LTownship 28 North, Range 16 West, Town of Eau Galle, St. Croix County, Wisconsin.
Legend.-
* Indicates 314" outside diameter round iron bar 24" long having a minimum weight of 1.13 lbs.Ain. ft. set.
° Indicates soil boring for proposed septic system.
9 0p(o Lot Areas:
o Lot 1- 2.995 acres or 130,472 square feet.
2.695 acres or 117, 7,404 square feet excluding road
a o UNPLArrED LANDS right-of-way.
2 I - Lot 2 - 4.203 acres or 183,104 square feet.
k I S 88.57'44 "E 320.04' 3.883 acres or 169,139 square feet excluding road
W 2 . /B' 290.86' right-of-way.
y :z Lot 3 - 3.671 acres or 159,910 square feet.
6 W s "10 3.171 acres or 138,113 square feet excluding road
0 t W ~qzl° right-of-way.
o y ate'' Owners Address:
I h h 2530 C. T.H. "N"
? L or / Woodville, WI 54028 2 3
2 a I I ;3,.
I to 588057'4 E 166.06
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p 2 7.69' -3 k
lk:1 .01;411 bu
V1 N S88. 744"E/53.98' tL
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O O SCALE / 200'
O 215.99' 1(O 294.05' 50,100, 200' 300' 400' 500' 600'
Z Q:
O Q 1588.5 '44"E320.04'
W ° This instrument drafted by Laurence W. Murphy
o I BARN L0 7P 3 Dated. October 3, 2001
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Vol. 15 Page 4212 SHEET OF 2