HomeMy WebLinkAbout004-1075-70-300
Visconsin ORIGINAL #2526
v SOIL EVALUATION REPORT
Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3
Division of Safety and Buildings Certified Soil Testing, LLC
Attach complete site plan on paper not less than 8% x 11 inches e. n m t County St. Croix
include, but not limited to: vertical and horizontal reference point
percent slope, scale or dimensions, north arrow, and location and is ance to nearest road Parcel I.D. o6 /P'ehfi e In 6-0
14 Please print all information. Revi ed By Date
Personal information you provide may be us or s acy La , s. 15.04 (1) (m)). Z z
/07
Property Owner P operty Location
Geiger, Eugene & Audrey G vt, Lot SW1 , S4/4, S31, T28N, R15W
Property Owner's Mailing Address JAN L t # Block # Sub d. Name or CSM#
43 270th St. 2 ~ ~ P""S CSM S f f t{
City State Zi Cod hone umber . 1-7 City Village ® Town dearest Roa c
Spring Valley WI 54767 11 b- M - 3 Cady 270Th St.
Z New Construction Use: ® Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
Replacement ❑ Public or commercial -Describe:
Parent material loess over till Flood plain elevation, if applicable NA ft.
General comments install 5'x 91.2' rock cell mound on 100.0 contour as upslope edge of rock vv/ 1.4' sand fill @ 0:4 d/sq ft
and recommendations: loading
1 Boring #
F--1 Boring
Pit Ground surface elev. 95.2 ft. Depth to limiting factor 0 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 0-10 10YR 3/2 - sil 1 f-m sbk mvfr Cs 1m .4 .6
x O 2 10-14 10YR 4/3 flf 7.5YR 4/6 sil~ 1 m sbk mvfr gs im .4 .6
3 14-19 10YR 4/4,4/3 c2d 7.5YR 4/6 sl 2 m sbk mvfr gs lm .6 1.0
10YR 6/3
4 19-25 10YR 4/4 c2p 7.5YR 5/8 sl 0 m mfr Cs im .2 ':6
10YR 6/2
5 25-35 10YR 4/4,5/4 m2p 7.5YR 5/8 scl 0 m mfi - - 0 0
10YR 6/2
i
i
lacks A+4'; presumptive limit is 0"; avoid this area; H2 is generally clear of redoximorphic features, very few in isolated areas; s inclusions in H5
Boring # LJ Boring z~6 ✓
® Pit Ground surface elev. 98.5 ft. Depth to limiting factor 1551 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 0-10 10YR 3/2 - sil 1 f sbk mvfr Cs lm .4 .6
2 10-21 10YR 4/3 - sil 1 m sbk mvfr Cs lm .4 .6
3 21-28 7.5YR 4/3 - sl 1 m sbk mvfr Cs 1m .4 .7
4 28-31 7.5YR 4/3 f2f 10YR 6/3 sl 1 m sbk mvfr Cw 1m .4 .7
5 31-60 10YR 4/4,4/6 fad 7.5YR 4/6 lOYR 6/3 s 0 sg ml - 1m .7 1.6
i
H2 is slightly gritty w/ s; 1 m roots to 40"
* Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 <.1 50 m !L ent #2,= OD < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Signal re. CST Number
Henry F. Grote 222774
Address Certified Soil Testing, LLC Date Evaluation Conducted Telephone Number
E. 4366 353rd Ave. Menomonie, WI 54751 1/11/2007 715-233-0398
SBD-8330 (R.07/00)
J -
Property Owner Geiger, Eugene & Audrey Parcel ID # Pending Page 2 of 3 t
3 ❑ Boring
❑
Boring # Pit Ground surface elev. 98.6 _ ft. Depth to limiting factor 20 in.
Soil Application Rat
Horizon Depth Dominant Color Redox Description -Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu.:Sz. Cont. Cola Sz.
1 0-12 10YR 3/2 - sil 1 f-m sbk mvfr cs lm .4 .6
2 12-20 10YR 4/3 - sl 1 m sbk mvfr cs 1M .4 .7
3 20-24 10YR 4/3 f2f 7.5YR 4/6 sl 1 m sbk mvfr cs im .4 i .7
4 24-48 10YR 4/4,4/6 c2d 7.5YR 4/6,5/3 s 0 sg ml - 1m .7 j 1.6
_ I
1 m roots to 35"
4 Boring
❑ Boring # 'I ❑ Pit Ground surface elev. 101.2 ft. Depth to limiting factor 20 in.
Soil Application Rat
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 I `Eff#2
1 0-9 10YR 3/2 - sil 1 f sbk mvfr cs lm .4 .6
2 9-20 7.5YR 4/3 - sil 2 m sbk mvfr cw im .6 .8
3 20-40 5YR 4/6 f2d 10YR 6/2 s 0s9 ml gs lm .7 1.6
4 40-60 10YR 5/6 c3d 10YR 6/2 s _ 0 sg ml - lm .7 1.6
stratified 7.5YR 3/4 sl bands (0, m, mfr): 40-42 & 46-50"; 1 m roots to 44"
` Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L ` Effluent #2 = BOD < 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, LLC
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Parcel 004-1075-70-300 02/04/2008 11:49 AM
PAGE 1 OF 1
Alt. Parcel 31.28.15.492C 004 - TOWN OF CADY
Current X ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
09/05/2007 00 0
Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner
O - GEIGER, EUGENE I & AUDREY G
EUGENE I & AUDREY G GEIGER
43 270TH ST
SPRING VALLEY WI 54767
Districts: SC = School SP = Special Property Address(es): Primary
Type Dist # Description ' 13 270TH ST
SC 5586 SPRING VALLEY
SP 0100 CHIP VALLEY VOTECH
Legal Description: Acres: 10.000 Plat: 5449-CSM 22-5449 004-07
SEC 31 T28N R1 5W PT SW SW BEING LOT 2 Block/Condo Bldg: LOT 02
CSM 22-5449
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
31-28N-15W SW SW
Notes: Parcel History:
Date Doc # Vol/Page Type
09/05/2007 859956 22/5449 CSM
04/11/2007 849064 QC
03/06/2000 619225 1494/061 WD
09/21/1998 587451 1358/483 WD
more...
2008 SUMMARY Bill Fair Market Value: Assessed with:
0
Valuations: Last Changed: 09/13/2007
Description Class Acres Land Improve Total State Reason
Totals for 2008:
General Property 0.000 0 0 0
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: Batch
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
RECEIVE 11!1111 I li''"'''1111 Illlf ills! IIN N!! If it IIII
D X 9 5 6 2 2
SEP 1 4 859956
KATHLEEN H. WALSH
REGISTER OF DEEDS
ST. CR01X CO., WI
. CR0 COVE RECEIVED FOR RECORD
DR'S REQ 09/05/2007 03 :OOPM
CERTIFIED SURVEY MAP
y6t. 22 PAMv 5449
REC FEE: 13.00
CERTIFIED SURVEY MAP COPY FEE: 3.00
Located in port of the Southwest Quarter of the Southwest PAGES: 2
Quarter of Section 31, Township 28 North, Range 15 West, Town
of Cady, St. Croix County, Wisconsin
PREPARED FOR.
EUGENE & AUDREY GEIGER
Found West Quarter Corner UNPLA TTED LANDS
_ Sec- 31-28-15
Aluminum Monument The Bearings are
referenced to the
! West Line of the
S00°26'08£ Southwest Quarter
' > 1403.40' North Line of the of Sec. 31-28-15,
N I,
Southwest Quarter of assumed to bear
f the Southwest Quarter NOO 26'08-W
•L 12:
0o T_N89°5129E 756.35' -
I A ,
IcyI N20-07`15E 8. 97-'-
f _
I'rq - N89'5129 E 446.02'
w I LOT 1
so 435.600 Sq. Ft.
o I.TJ JJ I 2 10.000 ACRES Z
w o
Q. Io o Excluding R. O. W, e
,•N I a I`'" Septic_ 425,456 Sq. Ft.
Areo' 9.767 ACRES
j i 66 Shored Driveway Easement ^j
s IQ --I
a, i y' 1198.83' W I Z
L_~___ N89 33'52 E 1231.83' rq !~O
_ - _ ~JJ JJ I 30 ~t 1
LOT 2
p~ 1 435.600 Sq. Ft.
I w 1 rn 1 10.000 ACRES
rn irn v. YYY Septic Excluding R.O.W. m
ti I N ti - " " 423,692 Sq. Ft. ti
.`0n I-Areo; 9.727 ACRES
r I W I .
cue I Q, I-__-UNDERGROUND PETROLEUM PIPELINE
0 f ° 1198.92' o
I _
. 171y - S88'52 ;33 "W 1231.92' - "
o ! •1" NOO 26'08"W
c 57737
H Found Southwest Corner
Sec. 31-28-15 c~V1
o luminum monument UNPLA TTEG_ --LANDS vJ'
o
5
~`\1\\\t1tR1111ltttt)1f71~.,.r.
01V
LE END
MARK F.
Set 314 inch x 18 inch = ~`r MAlSTROVICH
Rebor weighing 1.50 - S-2624
Ibs./lineor foot. = EXCELSIOR. - -111111
• Found I" Iron Pipe MN
Q Found section Co,' •:tsvu::;_:~<<~• Mork F. Moistrovich, 5-2624
50' Building Setback Line Posse Engineering, Inc.
200 O 200 2003 O Neil Road
Hudson, W! 54016 VV
SCALE. 1 INCH = 200 FEET V---'7-
1 of2'roject No.699-06 This instrument dratted by J Motzek SHEET 1 OF 2 Date:
Vo1.22 Page 5449