HomeMy WebLinkAbout004-1025-70-100
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2025
Wisconsin Department of Commerce SOIL 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, Parcel I.D.
percent slope, scale or dimemsions, north arrow, and location and distance to nearest road.
GSAh-Rer~d+R~-'
Please print all information. Review By Date
Personal information you provide m y be us r rivacy s. 15.04 (1) (m)).
Property Owner I kLA! Property Location
Menter, Joe & Audrey Govt. Lot NE 1/4 SE 19 S 11 T 28 N R 15 W
Property Owner's Mailing Address Lot Block # Subd. Name or CSM# 0/t!
469 315th St. 1 30 Acre CSM Pen 1 _ Q
City St to Zip ~~,,kke tuber City Village 16 Town Nearest Road
~~1N _,T?r
Knapp - - Cady 320Th/
New Construction Use: y/I 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
General comments
and recommendations: install 4' x 112.5' rock cell mound on 100.0 contour as upslope edge of rock for 3 br w/ 1.25' sand fill
-~h CSYkX ,?ws sib
a Boring # Boring
Pit Ground Surface elev. 100.0 ft. Depth to limiting factor 28 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 0-4 7.5YR 3/2 - sil 2 f sbk mvfr gs 1f/m .6 .8
2 4-9 7.5YR 3/2 - sil 2 m sbk mvfr cs if .6 .8
3 9-15 7.5YR 5/4 - sil 2 m sbk mvfr cs 1M .6 .8
4 15-28 7.5YR 4/4 - sl 1 m sbk mfr cs 1M .4 .7
5 28-46 7.5YR 4/4 f2f 7.5YR 5/8,5/3 sl 1 m sbk mfr - - .4 .7
horizon 3 occasionally parts to 2 f pl
a Boring # Boring
✓ Pit Ground Surface elev. 98.7 ft. Depth to limiting factor 28 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft=
in. Munsell iu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 -Eff#2
1 0-5 7.5YR 3/2 - sil 2 f sbk mvfr cs 1Urn .6 .8
2 5-9 7.5YR 3/2 - sil 2 m sbk mvfr cs 11M .6 .8
3 9-17 7.5YR 5/4 - sil 2 m sbk mvfr cs 1M .6 .8
4 17-28 7.5YR 4/4 - sl 1 m sbk mfr cw if .4 .7
5 28-37 5YR 4/4 - s 0 sg ml cs - .7 1.6
6 37-45 7.5YR 4/4 f2f 7.5YR 5/8,5/3 sl 1 m sbk mfr - - .4 .7
horizon 5 is @ field capacity; horizon 3 occasionally parts to 2 f pl
Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L Effiu nt #2-= BODS < 30 mg/L and TSS < 30 mgL
CST Name (Please Print) Signature CST Number
Henry F. Grote 222774 '.~M Address Certified Soil Testing Date Evaluation Conducted Telephone Number
E. 4366 353rd Ave., Menomonie, WI 54751 5/3/2004 715-233-0398
,t
Property Owner Menter, Joe & Audrey Parcel ID # CSM Pending Page 2 of 3
3 ] Boring # Boring.
Pit Ground Surface elev. 100.0 ft. Depth to limiting factor 21 in. Soil Application Rate
F
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPUI-W
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
1 0-4 7.5YR 3/2 - sil 2 f sbk mvfr gs 1f/m .6 .8
2 4-9 7.5YR 3/2 - sil 2 m sbk mvfr cs 1M .6 .8
3 9-21 7.5YR 5/4 - sil 1 m sbk mvfr cs 1 m .4 .6
4 21-32 7.5YR 5/4 f3d 7.5YR 5/3 sil 1 m sbk mfr cs if .4 .6
5 32-48 7.5YR 4/4 c2d 7.5YR 5/8,5/3 sl 0 m mfr - - .2 .6
no secondary platy structure observed
❑ 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 QPD/fV
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
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 GPM'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
I
' Effluent #1 = BOD5> 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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Parcel 004-1025-70-100 03/27/2007 02:45 PM
PAGE 1 OF 1
Alt. Parcel 11.28.15.175A 004 - TOWN OF CADY
Current X ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
05/26/2004 00 0
Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner
JAMES P & KATHERINE A MIKLA O - MIKLA, JAMES P & KATHERINE A
469 315TH ST
KNAPP WI 54749
Districts: SC = School SP = Special Property Address(es): * = Primary
Type Dist # Description * 446 320TH ST
SC 5586 SPRING VALLEY
SP 0100 CHIP VALLEY VOTECH
Legal Description: Acres: 30.210 Plat: 4758-CSM 18-4758 004-04
SEC 11 T28N R1 5W 40A NE SE CSM 18-4758 Block/Condo Bldg: LOT 1
LOT 1 (30.21 AC)
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
11-28N-15W NE SE
Notes: Parcel History:
Date Doc # Vol/Page Type
05/26/2004 763948 18/4758 CSM
08/01/2002 685742 1939/381 WD
06/01/1999 604100 1430/314 WD
06/01/1999 604099 1430/313 WD
more...
2007 SUMMARY Bill Fair Market Value: Assessed with:
Use Value Assessment
Valuations: Last Changed: 04/17/2006
Description Class Acres Land Improve Total State Reason
AGRICULTURAL G4 12.210 2,000 0 2,000 NO
UNDEVELOPED G5 18.000 11,500 0 11,500 NO
Totals for 2007:
General Property 30.210 13,500 0 13,500
Woodland 0.000 0 0
Totals for 2006:
General Property 30.210 13,500 0 13,500
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
116'12'13'
. . ~ .5 !EETS RECEIVED
MAY 1 9 2004
ST. CROIX COUNTY
CERTIFIED SURVEY MAP ZONING OFFICE
LOCATED IN THE NE1/4 OF THE SE7/4 OF SECTION 11, T28N,
R1 5W, TOWN OF CADY, ST. CROIX COUNTY, WISCONSIN. i5CU
N OWNER SURVEYOR
JIM MIKLA RDWIN C FLANUM
0 2387 60TH AVE. NORTHLAND SURVEYING, INC.
Z WOODVILLE, WI 54028 P.0 BOX 14
w rn ROBERTS, WI 54023
LL NOTE: SLOPES OF 20% OR GREATER
A SPECIAL EXCEPTION USE PERMIT IS REQUIRED FOR THE
¢ 2 DISTURBANCE OF SLOPES 20% OR GREATER LOCATED ON THE
w Q 52 APPROVED CSM. THIS PERMIT IS APPLIED FOR THROUGH THE ZONING 45TH AVENUE
Q U O OFFICE AND IS REVIEWED THROUGH A PUBLIC HEARING PROCESS BY
< 0 THE ST. CROIX COUNTY BOARD OF ADJUSTMENT.
c a M(~G°-~44C--D dGD~
CORNER
W 1/4 SECTION 11 co c7 E 1/4 CORNER
EAST - WEST 1/4 LINE SECTION 11
I N89°46'25"E 1325.02'
PF (o
1292.02' 33.00-
tiT
66- IT
C I ~I Ail U)
FIELD
DRIVE I
X l
Ll-
- w
to o
toLL_
w
v Z
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L5 i V w
L~ i U
N89°48'14"E 496.70'
463.70' 33.00'
0 N ' 0
0 ) LOT 1
00 w
N 30.21 ACRES INC. R/W
Q° N LL 1,315,970 SQ. FT.
29.87 ACRES EXC. R/W Nr
o LOT 2 • • v I
LLI 1,301,299 SQ. FT. 8 MIWm:
z 10.00 ACRES INC. R/W U) r I..j
N w 435,600 SQ. FT.
o N = PROPOSED
CO ~ 9.34 ACRES EXC. R/VV '
N p 406,658 SQ. FT. ,/-T DRIVE _
°f'f N F-'
9° 100 z I O
Z W t~ ~oo~ • se gIg 0 cm i
~1 i ,~n c O
Go co
a; I
D
33' 331
SOUTH LINE OF,THE NE1/4 OF THE SE1/4
1293.59 496.70'
829.80' 463.70' 33.00
S89048'1 4"W 1326.50'
LEGEND OM9MED V @UMIERO
N
ALUMINUM COUNTY SECTION cO N
CORNER MONUMENT FOUND T o
1" X 18" IRON REBAR SET, WEIGHING SCALE IN FEET 1" = 200'
1.50 LBS. PER LINEAR FOOT
O 1" STEEL SURVEY MARKER FOUND 0 200 400 SE CORNER OF SEC?ION 11
COMPUTED FROM WITNESS-~
100' ROADWAY SETBACK MONUMENTS OF RECORD
• SOIL TEST
THIS INSTRUMENT DPvNFTED BY MICHAEL ERICKSON JOB NO. 04-44 DATE 4-26-04 SHEET 1 OF 2 SHEETS