HomeMy WebLinkAbout030-2089-50-000 (2)
Parcel 030-2089-50-000 07/13/2007 04:40 PM
PAGE 1 OF 1
Alt. Parcel 34.30.19.754 030 - TOWN OF SAINT JOSEPH
Current X ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
00 0
Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner
JOSEPH M & JOANNE M NORELL O - NORELL, JOSEPH M & JOANNE M
195 RIVERVIEW ACRES RD
HUDSON WI 54016
Districts: SC = School SP = Special Property Address(es): Primary
Type Dist # Description ' 1228 CTY RD I
SC 2611 HUDSON
SP 1700 WITC fu,
)O-XJOPA~t
Legal Description: Acres: 2.990 Plat: 1901-DEERFIELD
SEC 34 T30N R19W PT NW SE LOT 14 Block/Condo Bldg: LOT 14
DEERFIELD 3AC EXC HWY PROJ 8939-03-00
(0.012AC) Tract(s): (Sec-Twn-Rng 401/4 1601/4)
34-30N-19W
Notes: Parcel History:
Date Doc # Vol/Page Type
07/17/1998 583174 1341/110 LC
11/12/1997 568454 1276/487 RD/WD
2007 SUMMARY Bill Fair Market Value: Assessed with:
0
Valuations: Last Changed: 07/12/2004
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 2.990 65,300 0 65,300 NO
Totals for 2007:
General Property 2.990 65,300 0 65,300
Woodland 0.000 0 0
Totals for 2006:
General Property 2.990 65,300 0 65,300
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: Batch M
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
,EPARTMENT OF REPORT ON SOIL BORINGS AND SAFETY & BUILDINGS
INDUSTRY, 1 DIVISION
LABOR AND PERCOLATION TESTS (115) MADISOP.O. BOX N WI 53707
HUMAN RELATIONS
(ILHR 83.09(1) & Chapter 145)
LOCATION: SECTION: ITOWNSHIPMM30UUUMTY: LOT NO.: BLK. NO.: SUBDIVISION NAME:
W'/4 SE 34 /T30 N/11191 (or) W St. Joseph 18 n/a
COUNTY: OWNER'S BUYER'S NAME: MAILING ADDRESS: at
St. Croix Steven & Norma. Henning 665 Walsh Rd., Hudson, a. 5401'
USE DATES OBSERVATIONS MADE
NO. BEDRMS.: COMMERCIAL DESCRIPTION: PROFILE DESCRIPTIONS: PER OLATION TESTS:
Residence 3 n/a ~Rlew Replace ( 10-26-91 10-28-91
RATING: S= Site suitable for system U= Site unsuitable for system 030 'Z U fq / Z
ONVENTIONAL: MOUND: IN-GROUND-PRESSURE: SYSTEM-IN-FILLHOLDING TANK: RECOMMENDED SYSTEM:(optional
®S ❑U ®S ❑US ❑U ❑ S ®U ❑ S Cell conventional I-rpnrh
If Percolation Tests are NOT required DESIGN RATE: I If any portion of the tested area is in the
under s. ILHR 83.09(5)(b), indicate: n/a Floodplain, indicate Floodplain elevation: n/a
decimal' PROFILE DESCRIPTIONS page 42 ONC2
BORING TOTAL DEPTH TO GROUNDWATER-INCHES CHARACTER OF SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPTH
NUMBER DEPTH I ELEVATION OBSERVED EST. HIGHEST TO BEDROCK IF OBSERVED (SEE ABBRV. ON BACK.)
B-1 7.16 95.30 none >7.16 .58bl.1. 1.58bn.sil. .50bn.s.1. 4.50bn.l.s.&gr.
B-2 6.50 94.95 none >6.60 .58bl.1. 2.17bn.sil. 3.75bn.l.s.&gr.
B-3 6.84 96.62 none >6.84 .92bl.1. 1.17bn.sil. 4.75bn D)
B-4 6.75 98.05 none >6.75 .75bl.1. 1.33bn.sil. 4.67bn LSI
B-5 17.00 97.90 none >7.00 .58bl.1. 1.42bn.sil. 5.00 .s.l
B-
decimal' PE OLATION TESTS
TEST DEPTH WATER IN HOLE TEST TIME DROP IN WATER LEVEL-INCHES RATE MINUTES
NUMBER AFTER SWELLING INTERVAL-MIN. PERIOD 1 PERIOD 2 PERIOD PER INCH
P-1 3.60 none 30 21 2 2 15
P_ 2 3.25 none 30 2 z 2 2 15
P_ 3 3.50 none 30 3 5/8 5/8
P-
P-
P-
PLOT PLAN: Show locations of percolation tests, soil borings and the dimensions of suitable soil areas. Indicate seal i a c s e what are the hori-
zontal and vertical elevation reference points and show their location on the plot plan. Show the surface elevatio I~T a tion and percent
of land slope. lower trench=91.70 % 4V_
SYSTEM ELEVATION upper trench=93.12 l~ c' Y
.3 t Ti
3 g ~
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F
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44 '1441P
y
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3
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0/0
I, the undersigned, hereby certify that the soil tests reported on this form were made by me in accord with the procedures and methods specified in the Wisconsin
Administrative Code, and that the data recorded and the location of the tests are correct to the best of my knowledge and belief.
NAME (print): TESTS WERE COMPLETED ON:
Gary L. Steel 10-29-91
ADDRESS: CERTIFICATION NUMBER: PHONE NUMBER (optional):
1554 200th. Ave. New Richmond Wi 54017 2298 V15-2W-6200
CST SIGN
i
DISTRIBUTION: Original and one copy to Local Authority, Property Owner and Soil Tester.
DILHR-SBD-6395 (R. 10/83) - OVER -
I
"IONS FOR COMPLETING FORM 115- -6395
:
To be a accurate soil t -'t= youF report I lude
'I. Comple€~ cription;
The use «te ^rheiher th sideifce or comfaaerc;ial project;
commercial
3. AA
4. Is
mp,v A SIT . ",BL.E FOR A HOLDING TANK ONLY IF ALL
5. Cc
THE k - 1, `-1.a OUT BASED ON SOIL CONDITIONS;
Fi_ _EAS= t, agar --IS shoviff f~<:rL for z~riting isrofile f7esi;€ it~tions and cup he plot plan;
7. 13LE dianrarn =accurately locatirfg your test locat:ious. D'awing w € is preferred. A
y be used if desired;
} benchmark and vertical elc:vation refei ence point are clearly shown, and are permanent;
9. Coi to all appropriate boxes as to dates, names, addresses, flood plain 1 rcolation -test exemp-
tion, if appropriate;
10l If the information (such as flood plaid, elevation) does not a y lace NJ,.,ra the appropriate box;
11. Sign the form and rilane your current adds ess acid your certi ; number;
12, Mace legible copies and distribute as require-J. ALL SOIL TESTS MUST BE FILED WITH THE
LOCAL AUTHORITY WITHIN 30 DAYS OF COMPLETION,
ABBREVIATIONS FOR CERTIFIED SOIL TESTERS
Soil Separates -1 Textures Other Symbols
st - Stone ( 10") B R L ock
Cobble 10") SS ~ we
gavel (under 3") LS - L carte
~c( IiGVV - H -ound;,,, r~~r
cS - C' irfie sand Pt-rc I F
me=d s un? Sand
~;xa=td B.dCl I
~rny Sand > t 'n
L--in < - I
Lc~I
Si{ Cry
Cla L_ y
- Safi4y ar%t ti R
Sir," C , rrtot I 'o
sc - Sat' ~v v itlt
sir; Silly C!<t;fff fear=, fine, faint
~c - Clay cc common, coarse
pt - beat mm Many, medJUM
III - Mil'. ck d - distinct
p prominent
"HWL High water level,
S€x€jeneial soil te: 'ies surface water
for liquid "fas€e 1 Bench Mark
Vi Vertical Reference Point
TO THE OWNER:
This soil test report is the first step in securing a sar%itary permit. The county or the Department may request
verification of this soil test in the field prior to hermit issuance. A complete set of plans for the private
sewage system and a permit application must be submitted to the appropriate local authority in order to
obtain a permit. The sanitary permit must be obtained and posted prior to the start of any construction.
Ell 44 NOTE: Original Typed, Printed Or Written Form Must Be Submitted
Rev. 12176 REPORT ON SOIL BORINGS AND PERCOLATION TESTS
to
DEPARTMENT OF HEALTH AND SOCIAL SERVICES, DIVISION OF HEALTH
(Pursuant to H 66.08, Wisconsin Administrative Code)
NAME OF SUBDIVISION
CITY XFZX
VILLAGE
LOCATION OF SUBDIVISION: TOWN X OFst, Jos`~()t1NTY St. Croix SECTION 34 ; TOWN 30 N: RANGi 9 w
(Chock One)
NAME OF OWNER Steven & Niorma Henning
ADDRESS 665 Walsh Rd., Hudson, W1. 54016
(Number III Street) (Place) (State) (ZIP Code)
NAME OF SUBDIVIDER
ADDRESS -
(Number & Street) (Piece) (State) (Zip Code)
SUBDIVISION WATER SUPPLY FROM: PUBLIC WATER SUPPLY PRIVATE WELLS X
SUBDIVISION DATA: AREA IN ACRES 60 NUMBER OF LOTS 18 MINIMUM LOT AREA, SQUARE FEET 130,680
DISTANCE TO NEAREST NAVIGABLE SURFACE WATER 1350 FEET. (IF WITHIN % MILE)
NAME OF LAKE OR STREAM unnamed pond
DATES OBSERVATIONS MAKE: SOIL BORINGS 10-26 & 29-91 PERCOLATION TESTS 10-28-91partial 85.06(5)
deciaril t SOIL BORING TESTS
IONS 101 AL DIP IH 01'P1N 111 L:NIIUNO WA I F R•INCNtS
NUMaER Xx9m o"aERVfn LSTIMATEO HIO11Ee1 CHARACTER Of EACH SOIL LAVER WITH THICKNESS IN INCHES
e 1 7.66 none >7.66 .50bl.1. 1.33bn.sil. 2.58bn.s.l. 3.25bn.c.s.& gr.
B- 7.83 none >7.83 ,83bl.1. 2.00bn.sil. 2.00bn.s.l. 3.00bn.c.s.&gr.
e 3 6.42 nnoe >6.42 .75bl.1. 1.25bn.sil. .67bn.s.1. 3.75bn.1.s.&gr.
6 4 6.50 none >6.50 ,67bl.1. 2.33bn.sil. 3.50bn.s.l.
a•5 6.70 none >6.70 ,58bl.1. 2.25bn.sil. 2.50bn.s.l. 1.67bn.1.s.&gr.
B-6 6.50 none .>6.50 .83bl.1. .92bn.sil. 4.75bn.stratified c.s.& l.s.
e-7 6.91 none >6.91 ,58b1.1. 2.33bn.sil. 4.00bn.s.l.
B-8 6.75 none >6.75 .58bl.1. 1.25bn.sil. 4:92bn.stratified s.l. & l.s.
e- 9 6.42 none >6.42 .67bl.1. 1.50bn.sil. 4.25bn.s.1.
s i(10 7.00 none >7.00 ,50bl.1. 1.75bn.sil. 4.75bn.s.1.
e-11 7.16 none >7.16 .58bl.1. 1.58bn.sil. .50bn.s.l. 4.50bn.1s..&gr.
B-12 7.17 none >7.17 .67bl.1. .50bn.s.sil. 6.00bn.1.s.&gr.
a-13 7.42 none >7,42 1.00bl.l. 2.17bn.sil. .58bn.s.1. 3.67bn.l.s. & gr.
-14 6.92 none >6.92 ,42bl.1. 2.17bn.sil. 4.33bn.l.s.
e
e-
e-
B-
i
B-
a-
B-
e-
NOTE: IF SPACE IS INADEQUATE TO REPORT ALL SOIL BORINGS, USE ADDITIONAL FOAMS. OVER
deC]1T1a1' PERCOLATION TESTS
WATER T[/T TIM! DROP IN WATER LEVEL. INCHES MINUTES
IN NO L5 TO FALL
HOURS
TEST OEITN• CHARACTERS Of SOIL SINCE HOLE INTERVAL t,CONO TO NEAT TO LAST ONE INCH
LA/TPERIOD LAST PERIOD ►t R100
NVLI/►R{ THICKNESS IN INCHES' IST WETTED AFTER IN MINUTES
SW [LLIN6
P- 'l 3.50 see P-4 20' none 30 " 1 3/4 3/4 40
2 3.50 see B-5 20 none 30 1 7/8 7/8 34
20 none 30 3/4 5/8 5/8 48
3.50 see B-7
P 3
4 3.50 see B-8 20 none 30 12 1~ 14 24
5 3.25 see-B-9 20 none 30 1%2 1 1 30
6 3.50 see B-10 20 none 30 12 1 1 30
P .
v
P-
P
P
P
P•
P
P
P
r
P
P
P..
v•
P•
P•
!y
P
P_ <9 ~I ti
X, I
P-
P-
•DEPTH IS TO BE REPORTED ON BASIS OF FINAL GRADE
NOTE: IF SPACE IS INADEQUATE TO REPORT ALL PERCOLATION TESTS, USE ADDITIONAL FORMS.
THE UNDERSIGNED, UNDER PENALTY OF PERJURY, "EREBY CERTIFY THAT THE SOIL BORINGS AND PERCOLATION TESTS REPORTED ON THIS
M WERE MADE BY ME IN ACCORD WITH THE PROCEDURES AND METHODS SPECIFIED IN CHAPTER H 66. WISCONSIN ADMINISTRATIVE CODE.
THAT THE DATA RECORDED ARE CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF.
IE Gary T. StPP1 TITLE AND CST NO.
(Type or P►Int)
RESS 1554 200th. Ave., New Richmond, Wi. 54017
10-30-91 SIr+NATURE