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SAFETY & BUILDING
DEPARTMENT OF INDUSTRY, INSPECTION REPORT FOR DIVISION
LABOR & HUMAN RELATIONS ON-SITE SEWAGE SYSTEMS OFFICE OF DIVISION CODES & APPLICATION
P.O. BOX 7969 State Plan LD. Number:
E] (Nasalgned)
_tdA~ISQ,IJ~I(+ ii1g0c . 36 , T28-R16
j&~n► j~~ CONVENTIONAL E-1 ALTERATIVE
Town of Eau Ga11e El Mound
Coulee Rd. Holding Tank ❑ In-Ground Pressure INSPECTION DATE:
NAME OF PERMIT HOLDER: ADDRESS 7: PERMIT HOLDER:
WI 54016 ,
1037 Hw .35 Hudson
J e f f Mur r a REF. PT. ELEV.: CSC PT. ELE
BENCH MARK (Permanent relerence point) DESCRIBE IF DIFFERENT FROM LAN: /6-) u '
Count sanitary Permit Number:
Name of Plumber : MP/MPRSW No.: y
Bennie Hel eson 3215 St. Croix 128704
SEPTIC TANKIHOLPING TANK:
MANUFACTURER: LIQUID CAPACITY: TANK INLET ELEV.: TANK OUTLET ELEV.: P O NI EGDLABEL PROVIDED:OVER
❑ YES ❑ NO ❑ YES ❑ NO
ROAD: PROPERTY WELL: BUILDING: VENT TO FRESH
BEDDING: VENT DIA.: VENT MATL.: HIGH WATER NUMBER OF
ALARM: FEET FROM LINE: AIR INLET
❑ YES ❑ NO ❑ YES ❑ NO NEAREST
i LOCKING COVER
DOSING CHAMBER: {
MANUFACTURER BEDDING LIQUID CAPACITY: PUMP MODEL: PUMP/SIPHON MANUFACTURER: WARNING LABEL PROVIDED: PROVIDED:
YES ❑ NO YES ❑ NO
n l '_.1_ \ l ❑ YES NO I PROPERTY WELL: BUIL01 G: VENT TO FRESH
GALLONS PER CYCLE: PUMP AND CONTROLS OPERATIONAL: NUMBER OF LINE[ - AIR INLET
FEET FROM
P(DIFFERENCE
ON AND OFF) ❑ YES ❑ NO NEAREST
SOIL ABSORPTION SYSTEM. Check the soil moisture at the depth of plowing FORCE LENGTH: DIAMETER: MATERIAL AND MARKING
or excavation. (If soil can be rolled into a wire, construction shall cease until MAIN
the soil is dry enough to continue.)
CONVENTIONAL SYSTEM: INSIDE DI R.: # PITS: LIQUID
WIDTH: LENGTH: NO. OF DISTR. PIPE SPACING: COVER DEPTH:
BED/TRENCH TRENCHES: MATERIAL: PIT
DIMENSIONS PROPERTY WELL: BUILDING: VENT TO FRESH
GRAVEL DEPTH FILL DEPTH DISTR. PIPE DISTR. PIPE DISTR. PIPE MATERIAL: NO. DISTR. NUMBER OF LINE: AIR INLET:
BELOW PIPES: ABOVE COVER: ELEV. INLET: ELEV. END: PIPES: I FEET FROM
NEAREST
MOUND SYSTEM: a.
Mound site plowed perpendicular to Check the texture of the fill material for PROVIDE A DIAGRAM OF SYSTEM
slope and furrows thrown unslope: mound systems, to make certain that it ON REVERSE SIDE. SHOW
r l
YES ❑ NO meets the criteria for medium sand. ELEVATIONS MEASURED.
PERMANENT MARKERS: OBSERVATION WELLS:
SOIL COVER TEXTURE:
56 YES ❑ NO YES ❑ NO
SEEDED: MULCHED.
DEPTH OVER TRENCH/BED DEPTH OVER TRENCH/BED DEPTHS OF TOPSOIL: SODDED:
CENTER EDGES:
❑ YES NO ❑ YES ❑ NO ❑ YES NO
PRESSURIZED DISTRIBUTION SYSTEMt
LATERAL SPACING: GRAVE--- PTH BELOW PIPE, FILL DEPTH ABOVE COVER:
WIDTH: LENGTH: TRENCHES:
BED/TRENCH
DIMENSIONS
MANIFOLD PUMP MANIFOLD DISTR. PIPE MANIFOLD MATERIAL: NO. SSTR. DISTR. PIPE DISTRIBUTION PIPE MATERIAL &; MARKING:
ELEV.: ELEV.: DIA.: ELEV.: _ a
ELEVATION AND
DISTRIBUTION COVER MATERIAL: VERTICAL LIFT CORRESPONDS TO
HOLE SIZE: HOLE SPACING' DRILLED CORRECTLY: APPROVED PLANS
INFORMATION ❑ YES ❑ NO
YES ❑ NO
PERMANENT MARKERS: OBSERVATION WELLS: NUMBER OF PROPERTY WELL: BUILDING:
COMMENTS: FEET FROM LINE:
YES ED NO M YE ❑ NO NEAREST
Retain in county file for audit.
Sketch System On SIGNATURE: TITLE:
Reverse Side.
SBO-6710 (R. 06/88)
J
r-
~
R E. . et
7 6 5 1 9 4
n`1 1 VOL 19 PAGE 4913
KATALEW H. WAL~-'-
REGISTER OF DEEDS
ST. CROIX CO., WI
ST. CROIX COUNTY RECEIVED FOR RECORD
S 01/18/2005 11:15AN
Stt'j : SURVEYOR'S RECORD
\10 CERTIFIED S UR 2 3 AP
LOCATED IN PART OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 AND IN
PART OF THE NORTHAST 14 OF THE 4 OF ECTION 36.
A TOWNSHIP 28 NORTH E. RANGE 16 WEST, TOWN O SEAU GALLES ST. CROIX
K. s- COUNTY, WISCONSIN.
WEST LINE OF THE NORTHWEST 1 /4 - - -
- N 0320'57" W 2646.40" ~
SCALE: 1' - 300' - - - - - ~rt+-
O i ?
sIJR -.---ea.- - NW CDR SEC 36
LINE 0 75 tso zoo - - -T L. L7 ` 91.29' L6 SET PK NAIL
TIES
W 1 /4 CDR OFORECO
RD
NUMBER BEARING DISTANCE SEC 36 1 1
L1 N 89'50'07" W 105.38' FOUND 3" 1 ` B.M. TOP OF
ALUM MON 1
L2 N 89'50'07" W 139.62' 1 1=' `moo P.K. NAIL
I I b ~O ~2E ELEVATION =
L3 N 89'50'07" W 55.30' 2j o \ 6 1080.63
L4 N 89'50'07" W 22.97' T ,o I
L5 S 89'46'51" E 33.02' \
s
L6 N 01'31'21" W 302.49' I ~ 1 ° .o ,
L7 N 03'17'21° W 358.55' I I I I ~~s•/ LOT 1 NOTE:
$ THIS CSM
L8 N 76'06'50" E 75.69' tz 6'1 CANCELS AND
L9 N 89'48'10" W 375.10' I C. `rc^ 2 01~ m SUPERCEDES
f CSM VOL. 19
v_
L10 N 18'18'37" E 183.23' I I B y~ PAGE 4853
.2 L12 N 18'18'37" E 140.50' ~p (;6
L7 3 S 89'48'1 O" E 487.38' O I I;,, o ti
L14 S 0011'50" W 66.00' ~
ti~ a
L9 15 S 00'11'50° W 40.33' I Flo. I r•1o 1'\ <<'~ \ l a
L16 N 00'11'50" E 40.30' I l t
L17 N 0011'50" E 1 =:j 33.00' z I hI " I k USE c m
L18 N 89'48'10" W 329.88' ao CD
II I z ` ti N { o
L19 N 89'48'1 O" W 454.24' 9's J W.
p < <%///~//J y
L20 N 56'19'12" E 219.85' o I 6o a Fps ' ran- -
L21 N 18'08'20" E 156.73'
a; z -10 kpk3
L22 N 65'49'23" W 184.05' I I `I `METAL oo W
L23 N 78'24'38" W 206.40' o'UILDING
L24 N 8946'51" W 174.72' 40 I Al
N _
L25 N 57'41'57" E 381.22'
L26 N 74'18'51" W 359.19'
L27 N 63'06'50" E 213.85' JOINT
L28 N 13'04'44" E 252.74' DRIVEWAY
L29 N 74'55'35" W 232.19' ASEMENT
LEGEND: 2 LOT 3 EARINGS ARE
O SET BY 18" IRON SSA REFERENCED TO
PIN WT. . 1 1.50 LBS•/FT. THE WEST LINE
• FOUND 3/4" IRON PIN Oda l`' OF THE
COUNTY SECTION MONUMENT F 6 NORTHWEST
(FOUND AS NOTED) o 1/4
SECTION 36,
100' BUILDING SETBACK LINE FROM ROW '$tS04 BEARMED TO
75' BUILDING SETBACK LINE FROM OHWM V" N03'20'57"W.
EASEMENT OWNER: LOT 4 G
PAUL & JANIS NE'-SON EAACCESS
DRAINAGE EASEMENT & 2626 BOSTON ROAD '
SEMENT
100 YR FLOODPLAIN WOODVILLE. WI 54028 \
~ PROPOSED DRIVEWAY ~y~~ eee
SOUTHERN ORDINARY HIGH
WATER MARK (OHWM) S 02-55'09" E 658.73' N 1/4 CDR
LBO = LOWEST BUILDING ST 1 4 I FOUND 2' 00
OPENING THWE
EAST LINE OF THE NOR ~ IRON PIPE
THIS INSTRUMENT DRAFTED BY KEVIN SAMUEL
HUMPHREY ENGINEERING SHEET 1 OF 2
~ttr
Vol 19 Page 4913
16 AM
Parcel 008-2000-90-055 10/11/2006 11:43
PAGE 1 OF I
F
Alt. Parcel 36.28.16.541A-25 008 - TOWN OF EAU GALLE
Current `k ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
01/18/2005 00 0
Tax Address: Owner(s): 0 = Current Owner, C = Current Co-Owner
O - JONCAS, ERIC A & COLETTE R
ERIC A & COLETTE R JONCAS
2626 BOSTON RD
WOODVILLE WI 54028
Districts: SC = School SP = Special Property Address(es): Primary
Type Dist # Description 2626 BOSTON RD
SC 0231 BALDWIN-WOODVILLE AREA
SP 1700 WITC
Legal Description: Acres: 9.250 Plat: 4913-CSM 19-4913 008-05
SEC 36 T28N R16W PT NW NW & PT NE NW FKA Block/Condo Bldg: LOT 02
CSM 19-4853 LOT 2 (9.83 AC) CSM 19-4913
LOT 2 (9.25 AC) Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4)
36-28N-16W NW NW
36-28N-16W NE NW
Notes: Parcel History:
Date Doc # Vol/Page Type
07/05/2005 799291 2835/457 EZ-U
n 03/28/2005 790660 2772/249 WD
`b 01/18/2005 785194 19/4913 CSM
10/05/2004 776212 19/4853 CSM
more
2006 SUMMA Bill Fair Market Value: Assessed with:
0
Valuations: Last Changed: 07/06/2006
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 3.000 27,000 212,400 239,400 NO 05
UNDEVELOPED G5 2.000 1,000 0 1,000 NO 05
PRODUCTIVE FORST LANDS G6 4.250 5,700 0 5,700 NO 05
Totals for 2006:
General Property 9.250 33,700 212,400 246,100
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
19 PAGE4853
VOL
n
I APR 1 ' 2005 a REGIT S OF DEED DS -
k. ST. CROIX CO.. YI
RECEIVED FOR RECORD
10/05/2004 11 :00AM
CERTIFIED SURVEY MAP
~
CERTIFIED SURVEY MRW 3.
LOCATED IN PART OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 AND IN
PART OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 36,
TOWNSHIP 28 NORTH, RANGE 16 WEST, TOWN OF EAU GALLE, ST. CROIX
COUNTY, WISCONSIN.
OWNER: WEST LINE OF THE NORTHWEST 1/4
N 03'20'57" W 2846.40'
PAUL & JANIS NELSON CAE. I-, .300'
2626 BOSTON ROAD _ ♦ - - - - -
PK NAIL SEC 36
WOODVILLE, WI 54028-~~ - - - - b - L6 r -
0 75 150 to - T r L7 g1.2SET Nw CDR
W
TIES
W 1 /4 COR II OFORECORD
LINE TABLE: SEC 36 TOP OF
FOUND 3"
NUMBER BEARING DISTANCE ALUM MON I IIl P.K. NAIL
L1 N 89'50'07" W 105.38' ELEVATION
L27 - 080.63 _
L2 N 89'50'07" W 139.62' C"
L3 N 89'50'07" W 55.30' ~I I cn 1 "7 ~o `
L4 N 89'50'07" W 22.97' to 11 I1 ;so \
L5 S 89'46'51" E 33.02' `
'L!
L6 N 01'31'21" W 302.49' I t l I ->5.. LOT
L7 N 0317'21" W 358.55' Gf 6 X9 92 N
L8 N 76'06'50" E 75.69' 1 I C7p f f t~~2T " co
L9 N 89'48'10" W 375.10'
L10 N 18'18'37" E 183.23' x j 2 sIFL ~T~
L11 N 18'18'37" E 42.73' O
L12 N 18.18'37" E 140.50'
L13 N 26'09'20" E 44.68' d o F\~'
L14 N 54'41'02" E 55.49' 1 1 I i
L15 N 8948'10" W 297.75' ~-41 Ln
I I n I
L16 N 89'48'10" W 329.88' Z a51 11 a HOUSE co
m
L17 N 89'48'10" W 112.89' 0 1 m 4,
L18 N 89'48'10" W 236.60' o I 09' 96 . U
Ham
v 4'
dkl
L19 N 56'19'12" E 219.85' 0 1 I ; 03 O
L20 N 18'08'20" E 156.73' q~ Z+ LOT 2 ~O>?° F o
q'-) META
L21 N 65'49'23" W 184.05' N i tAi66' I 1 BUILDING °
L22 N 78'24'38" W 206.40' I rn
1~ !
L23 N 89'46'51" W 174.72' N I~1~ IN 26 NNi
w
L24 N 57'41'57" E 381.22' b92p3~ Ni
L25 N 74'18'51" W 359.19' w~ 689 F ~3?6
L26 N 63'06'50" E 213.85' 4'
L27 N 13'04'44" E 252-74'
L28 N 74'55'35" W 232.19' - _ p
~~11 NOTE:
LEGEND: 2 LOT 3 BEARINGS ARE
• SET 3/4" BY 18" IRON DRIVEWAY NOTE: sue, REFERENCED TO
x
PIN WT. 1.50 LBS./FT. JOINT DRIVE TO SERVE THE WEST LINE
, 0 OF THE
LOTS 3 & 4
COUNTY SECTION MONUMENT NOR O WEST
(FOUND AS NOTED) o
SECTION 35,
100' BUILDING SETBACK LINE FROM ROW ASSUMED TO
75' BUILDING SETBACK LINE FROM iWMa~aeseQ" rn BEAR
\J N03'20'57 W.
YZ7., °vi Q
t C 0
66' JOINT DRIVEWAY EASEME ,10 ~a,•......",•~y ,,yy
LOT 4
DRAINAGE EASEMENT &
100 YR FLOODPLAIN ROGER LYNN •-':~f
I -
PROPOSED DRIVEWAY ✓ PHRE~y
S-2188 66.09' - - -
- - SOUTHERN ORDINARY HIGH
WATER MARK (OHWM)
LBO = LOWEST BUILDING OPENING v. 1 arm S 02'55'09" E 658.73' I FN 1/4 OUND 20R
4
r s 7r L1 T~%1ST"LINE OF THE NORTHWEST 1 /4 1 IRON PIPE
THIS INSTRUMENT DRAFTED BY KEVIN SAMUEL
HUMPHREY ENGINEERING SHEET 1 OF 2 ,
Vol 19 Pag 4853
ir
rY
REC 1F 0VED .
7 g S 1. 9 4
h~ A pn 1 r KAT 1HLEEB H GE 4913
REGISTER OF DEEDS
ST. CROIX Co., WI
_ ST. CROIX COUNTY RECEIVED FOR RECORD
S: SURVEYOR'S RECORD 01/18/2005 11: 15AN
CERTIFIED S UR2 3AP
LOCATED IN PART OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 AND IN
PART OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 36,
TOWNSHIP 28 NORTH, RANGE 16 WEST, TOWN OF EAU GALLE. ST. CROIX
S- COUNTY. WISCONSIN.
WEST LINE OF THE NORTHWEST 1/4
- N 03'20`57" W 2646.40••
13
SCALE. I' - . goo . - - - - - a, - - - -
3lJFt - - - T r -e. L6 NW COR SEC 36
L~E o 75 150 zoo , L7 91.29' w SET PK NAIL
W 1/4 COR r rL FROM TIES
NUMBER BEARING DISTANCE SEC 36 11 1 1 OF RECORD
L1 N 89'50'07" W 105.38' FOUND 3" 1 1 B. M. TOP OF
ALUM MON
L2 N 89'50'07" W 139.62' 1 10 P.K. NAIL
1 1 1~ CZ8 ELEVATION =
L3 N 89'50'07" W 55.30' I 4210 \ 6 1080.63
L4 N 89'50'07" W 22.97' JI I ' UP S 89'46'51" E 33.02' cnJ I
L6 N 01'31'21" W 302.49'
L7 N 03'17'21" W 358.55' I I I I ~~s./ LOT 1 NOTE:
L8 N 76'06'50" E 1111075.69' 3 ,P THIS CSM
s 9q2 a CANCELS AND
L9 N 89'48'10" W 375.10' 1 1 w otii cc SUPERCEDES
L10 N 18'18'37" E 183.23' IN 410 CSM VOL. 19
L11 N 18'18'37" E 42.73' 7 1 } I 1 1 y PAGE 4853
L12 N 18'18'37" E 140.50' j ' j s~ ~'oyQO°
L13 S 89'48'10" E 487.38'
L14 S 00'11'50" W 66.00' al~ ~o ~ 'r*
L15 S 00'11'50" W 40.33' j 0-41
L16 N 0011'50" E 40.30' I Ii1 J I y
L17 N 00'11'50" E 33.00' z I II"'1 A HOUSE oV m
L18 N 89'48'10" W 329.88' co 0, 1 t ( I z ti o
L19 N 8948'10" W 454.24' X9 O I J < 39, ~Sa ri
L20 N 56'19'12" E 219.85' 01' I 19° Rte'
14 LOT
L21 N 18'08'20" E 156.73' } I 2 m 46' fj
I 1 I ` 0 L22 N 65'49'23" W 184.05' ~ I I I `Isyp~ METAL? 0
~
L23 N 78'24'38" W 206.40' _ l /BUILDING c
L24 N 89'46'51" W 174.72' ~ 1 I N ~U w r*~7
L25 N 57'41'57" E 381.22' '
L26 N 74'18'51" W 359.19' ' b9?G`E. N
L27 N 63'06'50" E 213.85' 674,
L28 N 13'04'44" E 252.74' JOINT SS'
DRIVEWAY
L29 N 74'55'35" W 232.19' ASEMENT
LEGEND: p NOTE.
O SET 3/4" BY 18" IRON y LOT 3 BEARINGS ARE
PIN WT. 1.50 LBS./FT. REFERENCED TO
THE FOUND 3/4" IRON PIN OFETHE WEST LINE
7 NORTHWEST
COUNTY SECTION MONUMENT 1/4 OF
(FOUND AS NOTED) o SECTION 36.
ASSUMED TO
100' BUILDING SETBACK LINE FROM ROW
BEAR
75' BUILDING SETBACK LINE FROM OHWM v
N03'20'57"W.
EASEMENT OWNER: LOT 4 IP
PAUL & JANIS NELSON ACCESS
- DRAINAGE EASEMENT & 2626 BOSTON ROAD EASEMENT
100 YR FLOODPLAIN WOODVILLE. WI 54028 \
X66.09' N
PROPOSED DRIVEWAY ~a~ss .106-1
SOUTHERN ORDINARY HIGH
WATER MARK (OHWM) - - - S 02'55'09" E 658.73' N 1 /4 COR
LBO = LOWEST BUILDING OPENING EAST LINE OF THE NORTHWEST 1/'~ FOUND 2"
1 IRON PIPE
THIS INSTRUMENT DRAFTED BY KEVIN SAMUEL I
HUMPHREY ENGINEERING SHEET 1 OF 2
Vol 19 Page 4913