HomeMy WebLinkAbout008-1010-10-400Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM
Safety and Building Division ~
~ INSPECTION REPORT
GENERAL INFORMATION (ATTACH TO PERMIT)
Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)].
ermit Holder's Name: City Village x Township
Holmes, Milfred Eau Galle Townshi
ST BM Elev: Insp. BM Elev: BM Desc'ption:
IANK INtVKMA1IVN
TYPE MANUFACTURER CAPACITY
Septic - ~
~~~ ~~
Dosing tr
I
D (~
Aeration _,1 ~ -
Holding
TANK SETBACK INFORMATION
TANK TO P/L WELL BLDG. Vent to Air Intake ROAD
Septic D ~ ~l / i
a
Dosing ~ ~- ~~u
Aeration
Holding
PUMP/SIPHON INFORMATION
Manufacturer Demand
PM
Model Number ~ ~ ~~ 5
TDH Lift Friction Loss System Head TDH Ft
z~•~`l ~ ~~Zr 3 .b
F rcem 'n Length Dia. ,r~ Dist. to well ~
6 =j ~ 2 ~' 130
SOIL ABSORPTION SYSTEM
county: St. Croix
Sanitary Permit No:
405094 0
State Plan ID No:
Parcel Tax No:
008-1010-10-400
tLCVH1IVIY UHIH
ST TION
I t r 1 D BS HI
d FS ELEV.
COQ a'6
Benchma ~e ,{~ ~
7T'~ 5
AIt.6 -
1 1 ~ a!c 2. /n29 ~oo~ 06
B g. Sewer
t ~~ S~ ' t
h ~
~' S/a'~
.
S t Inlet ~vl1d, r~.~ 8~J ~~
SUHt Outlet 1r l.~-1' Zo. ~ ~Z- P
Dt Inlet I~
Dt Bob 5 ~-~,..,, 25 • i ~~ $
He der/Man.
~~.
Dist. Pipe
`~~
boo. L
Bo%. Syste ~~ ~~
• ~ (
,rys
9 g r
Final Grade ~ „~~.PJ~~ 2
Cover
~
r
s
3~
,, ~-^
~
^
VO `v~ 0 w ~ `
~i.~ ^
7
/
7~ `~ 1
BED/TRENCH
DIMENSIONS Widt -~~ Length
~UI
v No. Of Trenches
/ 4, , ,/
+
`
`
~~ PIT DIMENSI NS No. Of Pits Inside Dia. Liquid Depth
SETBACK
INFORMATION SYSTEM TO P/L BL
D
G WELL LAKE/STREAM L~ CH 1
CHAM$
R OR Manufacturer:
Typ f ystem: I
,,,~~~~jjjjj odel Number:
DISTRIBUTION SYSTEM
Header/Manifpld .+J It
Len th Dia Distributio t
Len th Dia - S acin x Hole Size x Hole Spacing
SOIL COVER x Pressure Systems Onlv xx Mound Or At-Grade Svstems Oniv /'S~ "'+ ~ i-DrH+-vk SS
Depth Over l _ . • i / Depth Over xx Depth of xx Seeded/Sodded xx Mulched
Bed/Trench Center 7 Bed/Trench Edges Topsoil
]Yes [i No
_J Yes ~~ No
COMMENTS: '~''K'
(Include code discrepencies, persons present, etc.) Inspection #1: /~/~ Inspection #2:~L/ ~ 16Z---
Location: 582 ount oad BB Wo dville, WI 54028 NE 4 NE 1/4 4 T28N R 6W NA L ~ ~ ~~ ~? ce~28.16 4~E~"~
~ ~ 1P'"' y i ~J ~'x~ C~4 or Sll. n f3tlYr~ -(~a'-tt~(.a~'~'Q>^- T (,~o it ~C~~ ~ G+~t,75 ~'/^a~ 1 '~.
1.) Alt BM Description = J ~ ~~ ~t bZ i /SYt ~~~ J~ ~'~
2.) Bldg sewer length = 'Z~ I ~ /
-amount of cover =~ /
3.) Contour = q -~ ~ 6 S 5
Use other'~ide foruadd tional information. No iL_ - ( ~ ------; i~ __- - ---L-- ---- I~, ! ~ S~ `J~
Date Insepctor's Sig ture Cert. No. /
SBD-6710 (R.3/97)
C31-o~2d
Vent to Air intake
04/23/0L 'PUE 10:38 FA)( 715 386 468fi ST CRl CO ZON11\G
r
~~~?
~~_
.~ ~ ~ ~S'arGty atld $ulldutg5 YiVlSton
2(11 W. Washington Ave.. P.O. Box 7162 COtirity _
~ ~ C/1v~~ ~,
~
~S~~Sj~
Madison, WI 53707 - 7162
~ .
Siu Address
s~ ~
~ Q
De artment of Commerce 3
s iJ o v D.// S CT(-f
Sanitary permit A plication Sanitary Permit Number
In accord wish Comm 83.21, Wis. Adm. Code. persorni infortutttion yon provide ^ Check if Revision ~~D
ma be used for Law, s15. 1 m
I. Application Information -Please Print Alt Informatio RECEIVED sr~ 2 013 ~ o ~r a la Sv
Property Owner's Name
~~~~ ~ 1 ~~~ ~~~~ ~z S Parcel Number
~v ~- 1 v tlJ - t v --~(~®
Prope Owner's tvlailiag Address
1 ~ 'Z ~. ~ ()t ~ ,S'r/
ST. CROIX COUNTY Property Loe:aaon Z 4
~ y,~~~-1{; S T ~6 N, >2/ t/
City. State Zap Code Lot N her Block Number
Subdivrsion Name CSM Number
S~ ~' l ~ ~~te~ ~ n , ~ S~y~3 ~ Q. ~.~ X36-3~ - ~ ~ ~~ y
. Type od' BnBeling (check all that apNY)
II City
,
.,
L~J'C or 2 Family Dwtlling -Number of Bedrooms _ ~ / ~ ~ni~+ e - ~_~'.Q _. OVillage
U Public/Commercial -Describe Use o2 dt'~.-
~ // ,-___.
Township L ~ o'~-(~ ~.
^State ~,~ ~
~S ~
" Nearest Road
qG
• s'
• Sx /0 set
III, Type of permit: (Check only one beix on line A (numlreriog scheme for internal ase}. Complete line B if applicable)
A' 1 w 2 0 Repiaceiitent System 3 ^ Repiaexme>g of ti ^ Addition to For County use
stem Tank Onl S stem
B. (] Check if Sanitary Permit Przvioos)y Ltsued Permit Nttmber Dau Issued
IV. Type of Permit: (Check ail that apply)(numbering scheme is for internal rase)
44 ^ Non -Pressurized Li-Groin 21~Mound 47 ^ Sand Filur 50 ^ Constructed Wetland
22 ^ Pressuriud L~-Ground 41 ~ Sokling Tank 48 ^ Single Pass 51 ~ Drip Line
45 ^ At-Crradt 4G ^ Aerobic Tttiatment Un9t 49 ^ Recirculating 30 ^ Other _
V. real/ ISceatment Area Information. a-a-~ .. __.
Design Flow (gpd) Dispersal Area Disperse! Area Sot1 Application Percolation Rate System Elevation Final Grade
Required Proposed Rate(Gals.lDayslSq.Fc) (Min./Inch) ~ Elevaion
j
VI. Tank Info Capacity in
Gallons .Tom]
Gat[ons Number
of Tanks Manufacturer
~ Prefab
Coacreu Sitc
Constructed Steel Fiber
Glass plastic
Nee Feasting W
/s%~K.(/u"r '~ ~ ~'~
Tattles Tanks
septic or xoiding Tank .~'~ (~ f7v ~. f : ` C ~ J~ _
tbamg chamber G.,' l ~ --
VII. Responsibility Statement- I. the nnde eel, for installation of the POWT'S shown on the attached plans.
Plumber's Name (Print) P! Sigtra RS Number Business Phon/e Number
Plu i/s'Addttiss (Str~ec~/t,/~ t , Stan, ~ - J odt:~) // / /p \//~
VIII. t tDe artment use on! -
Sanimry Permit Fee (includes Grtwndwatcr Dau Issued I tng A nt Signature (No Stamps)
. pprovcd ^ Disapproved S
cha
F
ur
rge
ee}
^ Ow~r Given Initial Adverse ~ 3
2.~ ~ ~
/
~~~
~
~i
p
~
D G
l
!/LLI
~!/
-
Deurminadon
]OC. Conditions of Approve lReasons for Ifisapproval „ „ u~~ ~ ~ C~ yt~ s ~ vclt~ilt
~ ~ ~ ~ ,,< _, a .o {1f-~ ~~t~ ~ a,.f"~.~a.~'" / 3'~ ~~ lM`• S, ~ Sys tv
~a~
~
~,Q ,nt/ord7.~t_ In{-~l~ralztrr-- ~ uJ
'~ 0 ~ d ~,P,~ - ~ o ~ = f ~o A~2~- ,~' B~Za~
~E.
L ~ nM Inss than 8111 x 11 hrcha u size
/- - ~ warb e.wp~ pleas (to the c«mrs aur> rur ttbe fi-rem °~ pQq~' DF BuTGa~- ~FLl1t~~
~~lJ~" ~+ ~-Z1Z(/ ~ ~ ~T C6rYi QC~ lulTl ~{ P.(L ~fN i N(~-~i'~~YiiV~~G~
SBD-b398 (R. 0501} ~!~-rsr~Z- ~ PVirIG sys~ /'~~ /t-1oun~d ,~l~i-. P~ ~ ~~~~1'~~
2~f~
~ ~ ,
' ~ ~
~scons~n
Department of Commerce
Safety and Buildings
PO BOX 7162
MADISON WI 53707-7162
TDD #: (608) 264-8777
www. commerce.state.wi.us
Tommy G. Thompson, Governor
Brenda J. Blanchard, Secretary
October O5, 2000 ~~ -: _,; .r~\
CUST ID No.691727 r ,'/ ~ t~ ~!4`~ '~
ARTHUR L WEGERER
421 N MAIN ST ~ * { , GA~~
PO BOX 74 ~~p~N F~~~~ ,
RIVER FALLS WI 54022 ,pN~NC'O ji
~:
RE: CONDITIONAL APPROVAL r-
PLAN APPROVAL EXPIRES: 10/05/2002
ATTN: POWTS INSPECTOR
ZONING OFFICE
ST CROIX COUNTY SPIA
1101 CARMICHAEL RD
HUDSON WI 54016
SITE:
Site ID: 200360, MILFRED HOLMES
ST CROIX County, Town of EAU GALLE; CTY BB
NE1/4, NE1/4, S4, T28N, R16W
FOR:
Object Type: POWT System Regulated Object ID No.: 766285
MOUND /DWELLING 450 GPD
.~ ~fD3~D9
Identification Numbers
Transaction ID No. 442650
Site ID No. 200360
Please refer to both identification numbers,
above, in all correspondence with the agency.
~.~ •~•
The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes C(~j1 t~ltlC
and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in
chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. ~]
The following conditions shall be met during construction or installation and prior to occupancy or use: DEPpR7 S E7D`
DIVIS~QN
• The POWTS owner shall be provided with instructions concerning the maintenance requirements of the Zabel ~~.
filter.
~_ SSE CORRE;
A copy of the approved plans, specifications and this letter shall be on-site during construction and open to
inspection by authorized representatives of the Department, which may include local inspectors. All permits
required by the state or the local municipality shall be obtained prior to commencement of
construction/installation/operation.
Inquiries concerning this correspondence maybe made to me at the telephone number listed below, or at the address
on this letterhead.
Sincerely,
ROBERT KANTER , POWTS PLAN REVIEWER
Integrated Services
(608)261-7735 ,MONDAY-FRIDAY 8:OOAM - 4:45PM
RKANTER@COMMERCE. STATE. W I.US
DATE RECEIVED 10/04/2000
FEE REQUIRED $ 175.00
FEE RECEIVED $ 175.00
BALANCE DUE $ 0.00
WiSMART code: 7633
cc: MILFRED HOLMES
TITLE SHEET RECEIVED page 1 of ~
MOUND SYSTEM ~CT ~ 2 200
FOR
A 3 BEDROOM RES~dIGj(E$, B~.DGS. DIV.
This plan has been prepared in accordance with the Mound Component
Manual SBD-10572-P and the Pressure Distribution Manual SBD-1057-P
C \Z~ b 1a9~ C ~z. GLg4
LOCATED IN THE YUE 1 /4 OF -THE 1yE 1 /4 OF SECTION ~, T. ZFj N, R l10 6d,
TOWid OF E'Ry G~-L~ ST- C-'~Ze~LX COUNTY, WISCONSIN.
INDEX
PAGE 1 of 7 TITLE-SHEET
PAGE 2 Of 7 SYSTEM riAI~TAGEMENT PL Aid
PAGE 3 of 7 PLOT PLAN
PAGE 4 of 7 PLAN VIEW-CROSS SECTION
PAGE 5 of 7 DISTRIBUTION PIPE LAYOUT
PAGE 6 of 7 PUMPING CHAt1BER CROSS SECTION /
PAGE 7 of 7 PUriP PERFO_RI•iANCE CURVE ,/
PREPARED FOR
ti`Jl lL F 2~ BYO I-~'l _~` 5 ---
-1 y- Q 4 Z N_, b-o ~~~T
-_.STL ~~~~ _~ rLirv --s=s3
PREPARED BY
WEGEI~ER SOIL . TEST S NG
AND . .
- DESIGN SE:RV 2'CE
P.O. Box 74 421 N.I'fain St.
River Falls, WI 54022
Phone 715-425-0165
Fax 715-425-6864
r.s.
snally
~~D
CDMME E
AND DIN
;PONDENCE
~O~C fllV~'ti
~.• ~; ~
ARTNUq l
WE(:EREp
S DAIS P
i ~ iiLSWORiH, J~ .
_i
~~SIGI1~'
g-Z.7~0
JOB NO . U 0 - Z~ 3
' Mound System Management Plan Page Z of 7
Pursuant to Comm 83.54, Wis. Adm. Code
Septic Tank
The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the~~
septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank an ,~Q~
outlet filter shall be assessed at least once ev 3 years by inspection. The outlet filter shall be cleaned as necessary to
enure pr- o-p-,e'"op~a i-f'on. ~TR~flcTge should not be removed unless provisions are ma e o re ai-'f n solidsin tie fan tat
mays ug o e hen removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if
the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The
septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of
the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise
the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in
the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required.
However, if such products are used they shall be approved for septic tank use by the Department of Commerce, Safety and
Buildings Division.
Pump Tank
The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to
verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary.
Mound and Pressure Distribution System
No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound
shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic
(other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the
infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather
installations (October-February) dictate that the mound be heavily mulched for frost protection.
Influent quality into the mound system may not exceed 220 mg/L BODS, 150 mg/L TSS, and 30 mg/L FOG. Influent flow may
not exceed maximum design flow specified in the permit for this installation.
The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each
lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be
compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is
required to maintain equal distribution within the dispersal cell.
Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner,
and any levels above 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring.
General
This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its'
component manual [SBD-10572-P (R. 6/99)] and local or state rules pertaining to system maintenance and maintenance
reporting.
No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and
pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as
POWTS components.
Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access
openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed
unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall
be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component.
• Contingency Plan
If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the
system in proper operating condition.
If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component shall be
immediately repaired or replaced with a component of the same or equal performance.
If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired
or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged adsorption
and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper
operating condition.
Questions on the operation or maintenance of this system should be
directed to the County Zoning office at~1.lS-3~6-U68o or to the
licensed plumber who installed the system.
PLOT PLAN
Scale 1 "= L~,Q '
Page 3 of ~
ivo-~,:
___7_2.do~ I~J'L5T O~ w-~uivp SC
,D
0~ ~~
to . its 5 3t- S' ~a~vv~rr a,. S • o ~ ~ ~'
QW) ` Q~3 ' '' \ 9oZ"C'DM~1 OFt~tl L•'t..°L4- S ' -1F ~
/~ S ~a~ZYPUC ~,y O
,.~ ~N
lt-°tS
Dp 1JOT N.O~"l.P~-T ~
b ~~5 r '~ , ' ~ ~ ~ I o~Z o ~s'rvb~ ~ ` 3 bD t~ gC~~
V ~ ~ t-~owt E . s ~`
~~ ~
DA
I
~~ U
1o~7t =__-~
~--v'rv ~z ~ S ['ice ~'sT t~3T-tom-" 1~~~'~
l-(~ w1 ~ o~ privy y'rT L~Yt-~ 7' .. .
~~~ ~1
NOTES:
1. Elevations shown are existing ground elevations unless otherwise noted.
2. Install 4" observation pipes with approved caps. ( 2 required).
3. Septic tank to be lppp 650 gallon capacity manufactured by
1`'11~(...)~_;~~ >>~3r, 1.UG w/ ZiR.B~L ~~FW~I,iT F! ~-TL~12 .
4 . $ench marks-gw) -~, t0o.o' au ~p or tiy` i~-er~rz . Flt.T,g~ - ~, too. 0 6' o~ N~r,~ ~,~, o,~~ ~.~ .
5. Divert surface water around system to prevent ponding at the uphill side.
Page ~; Of ~]
Approved Synthetic Covering
AS TM C33
Medium. Sand
Topsoil
~ Distribution Fipe ~~'~
~oi3 ~ /DD,v
JI
3 iC
G
F Elev. o~_S ,,
D
b
_ ~S % Slope
Distribution Cell of Force Main
Z" to 2 Z" Aggregate From Pump
CROSS SECTION OF A MOUND SYSTE;~i
Linear Loading Rate= 4- SCPD/LN FT
Design Loading Rate=®D~SQ FT
.a,~_ --i- ~---
--n
-~- -~
.. L
Cam" -~ A ~l. S Ft .
~~
B
~,o o
Ft.
I 1g Ft.
J ~1 Ft .
K 1 Z Ft.
L 1.x-4 Ft.
~j ~ W 31.5 Ft .
Plowed
Layer
~0 Z_ ~ Ft
T
E Z_ZZFt.
F o , `i; Ft .
G o ~S Ft.
N 1. o Ft.
• ~ -Observation Pipe
q~s~ a j K
~ ----------- -------- ------~ ~~ ~s
A ~--'i6 $ _ o _ -
~ _ -t
W •~__T_~ - ---_=-- ------------- ~ Force I
~Oistribution ~-- Cell of ' " t %"
~ 0 2z
Pipe ~ a;gregate
Observation Pipe
(Anchor securely)
in
PLAN VIET~T OF A MOUND SYSTEI4
. Distribution Pipe Layout
Page S of ~
Place the holes at the bottom of the distribution pipes
at equal spacing. Remove all burrs from the pipe and holes.
Extend the end of each lateral up with the use of long turn or 4S° fitting to a point within six ~~
inches of the final grade. Terminate the ends of the laterals with a vaIve;'threaded cap or
. threaded plug. Provide access from final grade for the vaIye; threaded cap or threaded plug. "
T`t P.1 Ct~ L ~,Zs~S S _5``C.~111-~7
PVC FuC PVC
Lateral ~ c- Manifold ~ Laterl
~-
z I xrZ I x!I
~LPriJ V \Ew ~ --
~ P
_
~_
a- --
h~~~~
~~ ~ ~~
~-k~xo~
x
~ i}cc~ soX
-~
---0
~~
.~
y
P _~ Ft. ~. Nole Diameter ~~a Inch - -
S 3_ Ft. - Lateral " ~ ? ~~`f . InchEes~ ~
~X _ Z~ InohPZ Manifold _ Z- Inches .
-- ~ Force Main " ~ Inches
# of holes/pipe ~9 - ~.
Invert Elevation of.Laterals~oo.~ Ft ~ _
` J- _
. - Combination Sept~c~_Tank and
PUMP CHAM6ER CRO55 SECTION AIJD SPECIFICATIONS ' PAGE ,C~ OF ~
. __
-VEN7 CAP ~ • WEATHER PROOF .
JUIJCTIOAJ 90X .
ti C.I. VE1JT PIPC ~ APPROVED LOCKiivIG
~ lO ~ FROM OOOR. ~MAiJHOLE COVER I.ul'1ti
1 wA(itJIIJG LP.gEL.. ._
u.~ 3P ~t10-J P tPE
tZ ~.p t .
__
r'
IS'I'llf~l.
I/JLET
Approved
joint w/
PVC pipe
:,IIfJ00W OR FRESH
ALR IuT/lKE '-~
.. bpi 1~c ~ ~ .
6",nw. I I
+-
i • ~~
' ~~
:",
S gFFLES
~ . co~,Du~r
~ I
~=
y- r~
\`~;
1
PROVIDE I
AIRTIGHT SEAL I
_•A~
i
a II~
I,
.I
c 'I
I
LL .'2g.'~S f . PUMP-~ --J~,
• ~
D C0IJCRETE
J.. X8.001 ~' ~ e~ocK
~r' xlu.
~ 18'r-lu.
1~
III V
~ ~ Approved
ICI joint w/
ALARM PVC pipe
I l~ ou
OFF
~- RISER EXIT PERMITTED OIJLy IF TAIJK MAIJUFACTURCR HAS SUCH APPROVAL~~~
~4~D
1
SEPTIC F ~ SPEC.IFICATIC)1~I5
DOSC
TAW1C
MA-JUFACTURCR:~~~~ ~-~T N1IMIS
ER OF DOSES: ~' ~ PCR OAy
TAAIK :,IZC : 1 000 ~ 65C~ GALLOAiS DOSE VOLUME z
ALARM MAUUFACTURE.R: S S b 5~~~?'? S IAICLUDIA]G 6ACKfLOW: t3,O GAILOhI:
MODEL I.lUMBER: ll~~ ~w
CAPAC ITlE$`: A= ~~ IIJCHES OR 3~'3 GALLOyS
t,.r
SWITCH T~PC: h'1.l~ZCJC.)~ 1 $ = Z IiJCHES'OR 3 ~ G(~LLOIJS
PUMP MA-JUFACTURCR: ZO~t'L~'~ ~ ~ C: g IuCHES OR 1'310 G+tLL0U5
MDDEL NUMBER: , l b~ ~ D= 9 IAICHES OR LS ~ GALLONS
SWITCH TYPE: ~1L~'1Z~2~ IJOTE: `TU`TKL-. b
PUMP AIJD ALARM ARE TO 6[ ~"
MIIJIMUM DISCHARGE RATE ~ GpM INSTALLED OAl SEPARATE CIRCUITS
2
L' ~'S
~ ~) ~ `~
VERTICAL DIFFERENCE DETWCEU PUMP OFF AIJO..DISTRIBUTIOIJ PIPE.. '
FEET
-{•- MII.IIMUM AIETWORK SUPPLY PRESSURE , ~'ZS FE.ET (p~D ~ ~,3XS)
~- lbs FEET OF FORCE MAItJ X 3'~'~ F~oF~,FRtCTIOrJ FACTOR.. S'am') FEET _
TOTAL Oy1JAMIC HEAD = '( 3 ~ `"1 ~EET
As per manufacturer tZ -~ gal/in. Liquid depth 38 ~'
. .
pvr~.~ ~~
Z.~~ ~e~ ~~~
-~~
W HEP,D CAPACITY CURVE TO
D
M
O/
W MODEL 161/4161 - 163/4163 -165/4165 FLOW
PER
MINUTE
~ EFFLUENT AND DEWATERING
MODEL 161 a161 163 x163 165 4165
28 FT. M. GAL. LTRS. GAL. LTRS. WL LTRS.
90 5 1.52 100 J79 61 231 61 237
10 3.05 93 352 60.5 229 60.5 229
24 6D 15 4.57 85 J22 60 227 60.5 229
65/4165 20 6.10 76.5 297 59 223 60 227
~ 70 25 7.62 70 265 57 216 59 223
= 20 30 9.1a 61.5 233 55 206 56 220
63/4163 40 12.19 45 170 46 172 55 206
U 60
~ 50 75.24
20 76
3] 125
50 169
Z 16 60 16.29 15 57 39 146
}
0 50 70 21.34 22.s as
60 24.36 70 36
~ 12 d0 90 27.43
O 3~ •Zj - 100 30.46
3D Y LOCH VALVE: 56' 6fi' 66.5•
8
20 009920
4 10 ~1-Q / ~ - 61/ 161
U.S. GALLONS 10 20 30 40 50 60 70 80 90 100 110
LITERS
_ 0 80 160 240 320 400
FLOW PER MINUTE `
Standard all models - 20 }L cord - /h H.P.
18 9/16
SKA374
161 MODELS 4161 MODELS Control S election Listings
SingleSeal DoubkSeal" Volts - Ph Mode Amps Simplex Duplex CSA UL
M161 - 115 1 Auto 15.5 1 or 18 9 Y Y
N161 N4161 115 1 Nan 15.5 2or288 3or586 Y Y1't
D761 - 230 1 Auto 7S 1 or 18 9 Y Y
Et61 E4161 230 1 Nan 7.5 2or288 3or586 Y Y
' H161 - 200-208 1 Auto 8.8 " 18 9 Y N
' ft61 '14161 200.208 1 Non 8.8 2 8 8 3 or 5 8 6 Y N
' J161 ' J4761 200-208 3 Nan 6.4 284 384or586 Y Y
' F161 • F4161 230 3 Non 52 284 384or586 Y Y
' 6161 '64161 460 3 Non 2.9 284 384or586 Y Y
Standard ail models -20 ft. cord -1h H.P_
163MODELS 163MODELS Control Selection Listings
SingleSeal DoubieSeaP' Volts - Ph Mode Amps Simplex Duplex CSA UL
M1fi3 - 115 1 Auto 15.0 1 or189 Y Y
N163 N4163 115 / Non 15.0 2or288 3or586 Y YI'I
D163 - 230 1 Auto 7.5 1 or 18 9 Y Y
E163 E4163 230 1 Nan 7.5 2 or 2 8 8 3 or 5 8 6 Y Y
' H163 - 200-208 1 Auto 8.5 189 Y N
' 1163 '14163 200-208 1 Nan 8.5 2 8 8 3 or 5 8 6 Y N
' J163 ' J4163 200.208 3 Nan 6.0 2 8 4 3 8 4 or 5 8 6 Y Y
' F163 ' F4163 230 3 Non 4.8 284 384or586 Y . Y
' 6763 ' 64163 460 3 Nan 2.9 284 384or586 Y Y
20
SKA7a13
Standard all models - 2011 cord • 1 H.P. SELECTION GUIDE
i65MODELS 4165MODELS Control Selection Listin
SingkSal DoubleSeaM' Volts - Ph Mode Amps Simplex Duplex CSA UL
D165 - 230 1 Auto 102 1 or 18 9 Y Y
E165 E4165 230 1 Non 102 2 or 2 8 8 3 or 5 8 6 Y Y
' Ht65 - 200-208 1 Auto 126 1 8 9 Y N
' 1165 '14165 200.208 1 Non 126 2 8 8 3 or 5 8 6 Y N
'Jt 'J41 2 208 Non 7.5 284 384or586 Y Y
'F165 'F4165 230 3 Nan 7.4 284 384or586 Y Y
'6165 '64165 460 3 Non 3.7 284 384or586 Y Y
' BA165 ' t3A4165 575 3 Nan 3.0 2 8 4 3 8 4 or 5 8 6 N N
1. Integral float operated mechanical switch, no external control re-
quired.
2. Single piggyback variable level float switch or double piggyback
variable level, float switch. Refer to FM0477.
3. Mechanical altemator °M-Pak" 10-0072 or 10-0075.
4. Combination starter. Refer to FM0514.
5. See FM0712, for correct model of Electrical Altemator, "E-Pak".
6. Variable level control switch 10-0225 used as a control activator, with
"E-Pak" altemator, 3 or 4 float system. '
7. SIMPLEX CONTROL BOX 10-0333, 115/200/230V,1 Ph. max. 2HP
~ ~~ ~ use one(1) single piggybal:kwide angle variable level float switch OR
Double seat pumps ~ available wAh optional moisture senwrs. seal FaA ildiplor rgM available n HEMA 1 a HEMA ax control panels. tWO (2) 10-0225 variable level control switches for level control.
a uLruedunaara8ablewitl120Ampplug. 8. Four(4)hole"J-PaK',junctionbox,forwatertightconnectionorwired- .
in simplex or duplex operation.
9. Two (2) hole °J-Pak", junction box, for watertight connection or splice.
CAUTION
For information on additional Zoeller products refer to catalog on Combination Starter, FM0514; Piggyback All installatbn of eordrols, protection dwlees andwiing should W done by s qualMkd
Variable Level Switches, FM0477; Elecrical Altemator, FM0486; Mechanical Altemator, FM0495; Sump/ r~eea~dNri~tol~ulEleetrfe C~endtMOeeepmionelSefelyaldHeeahAd( Sr1A).
Sewage Basins, FM0487; and Single Phase Simplex ConUOI and Alarm Systems, FM0732.
RESERVE POWERED DESIGN
For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump.
I ~1 1/r -it 1/2 NPT
~" - 11 1/2 NPT (OR)
8 NPT
~E ~? o>= ~
6 11/32
1 1/r -11 1/2 NP7
r - 11 1/2 NPT (OR)
S-BNPT
L
'` ywisconsinDepartmentofCommerce SOIL AND SITE EVALUATION
Division of Safety and Buildings ~ in accord with Comm 83.05, W is. Adm. Code
Page 1 of 4
AC.E. Soil & Site Evaluations
Attach complete site plan on paper not less than 8'/2 x 11 inches in size. Plan must
but not limited to: vertical and horizontal reference pant (BM), direction and
include County
St. Croix
,
percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Parcel I.
-~`' ~ ~~
" 008- 010-10-000 ID#4.28.16.49A
1fQrmation.
APPLICANT INFORMATION - $~-4int all i- viewe Date
Personal information you provide maybe ndary purposes (PriJ~cy Law, s. 15.04 (1) (m)). ~ / (p Q
Property Owner Apr ,, l~ ~~,
~"-{."z.~ 4 "' 1 Property Location
Lot NE 1/4 NE 1/4 S 4 T 28 N,R 16 W
Govt
,
Jim & Sharon Widiker .
Property Owner's Mailing Address `_ `-_~ a • , ; ~, r~.,p~. ~ ~y
d~
~u
s~ i~
~ Lot # ~ Block # Subd. Name or CSM# (p Z g ~ 7Y
CSM
A
c
~
C°'~ r
~
2367 60th Ave. cre
Proposed 20
City Sfa ' Zip Co umber ,
~~ [] City ~ Village ~Tovm Nearest Road
Woodville k ,'• 54 -2,244 ,,.% Eau Galle ~ County Hwy. BB
9f'6edrooms 3 ^Addition to existing building
lNttttC
New Construction
l~~
.
~
Use:
Replacement c( br tx~(m al describe
Code Derived daily flow 450 gpd Recommended design loading rate 0 bed, gpd/ft2 .3 trench, gpdfftz
Basal area required bed, ft 1500 trench, ftz Maximum design loading rate 0 bed, gpolft2 .3 trench, gpolft2
Recommended infiltration surface elevation(s) 98.1' at 12" above 97.1' contour. ft (as referred to site plan benchmark}
Site ~ only suitable for A + 4" mound requiring 24" of sand lift, see attached memo sheet
Additional design /site Considerations
Parent material Glacial till Flood lain elevation, if a licable na ft
S=Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank
U=Unsuitable for system ^ S ®u ®S ^ U ^ S ®u ^ S ®u ^ S ®U ^ S ® U
CA~~ 1'1GCr~~~T~(7N KFM~ IK ~
Boring#
1
Ground
elev
97.07 ft
Depth to
limitin
fa r
12"
De
th Dominant Color Mottles Structure d
B ots
R GPDfft~
Horizon p
in Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consisten oun
ary o Bed !Trench
1 0-7 10yr3/2 None sil 2fcr mvfr as 2f 0.5 0.6
2 7-12 10yr5l4 None sil lthin 1 mvfr as if NP ~ 0.3
3 12-21 10yr5/4 f2d7.5yr4/6 sil 2msbk mfr aw if 0.5 0.6
4 21-49 Syr4/6 m2d5yr5/8 sl Om mfi - - 0.3 0.4
Remarks:
2
Ground
elev
95.84 ft
Depth to
limitin
fa r
16"
1 0-7 10yr3/3 None sil 2fcr mvfr as 2f 0.5 0.6
2 7-12 10yr5/4 None sil Ithin 1 mvfr as if NP ~ 0.3
3 12-16 10yr5/4 None sil 2msbk mvfr aw if 0.5 0.6
4 16-26 10yr5/4 f2p7.5yr5/8 sil 2msbk mfr aw - 0.5 0.6
5 26-52 Syr4l6 m2d5yr5/8 sl Om mvfr - - 0.3 0.4
Remarks:
CST Name (Please Print) Signatu ~ Telephone No.
James K. Thompson c 715-248-7767
Address A.C.E. SoilBc Site Evaluations Date CST Number Ref #
340 Paulson Lake Lane, Osceola, 54020 6/14/00 3602 1253
._
'PROPERTY OWNER: Jim & S6arom Widil~er
PARCEL I.D # 008 1010-10-000 ID#4 28 16 49A
3
Ground
elev
95.84 ft
Depth to
limiting
f
24"
SOIL DESCRIPTION REPORT ,2ss Page 2 of 4
A C` F Coil Rc Site Evaluations
De
th Dominant Color Mottles Structure d
B Roots GPDIft
Horizon p
in Munsetl Qu. Sz. Cont. Color Texture Gr. Sz. Sh. nsistence oun
ary Bed ~ Trench
1 0-8 10yr3/3 None sil 2fcr mvfr as 2f 0.5 0.6
2 8-13 10yr5/4 None sil lthin 1 mvfr as if NP ~~ 0.3
3 13-24 10yr5/4 None sil 2msbk mvfr aw if 0.5 ~ 0.6
4 24-28 10yr5/4 m2dp.5yr5/8 sil 2msbk mfr aw - 0.5 ~ 0.6
5 28-50 Syr4/6 m2d5yr5/8 sl Om mfi - - 0.3 ~ 0.4
Remarks:
Ground
elev
Depth to
limiting
factor
Ground
elev
Depth to
limiting
factor
Ground
elev
Depth to
limiting
factor
` SOIL AND SITE EVALUATION 1253 Page 3 of a
PROPERTY OWNER: Tim & Sharon Widiker
PARCEL I.D.# 008-1010-10-000 ID#4.28.16.49A A.C.E. Soil & Site Evaluations
REPORT MEMO
The soil profile description of the adjoining report indicates that this site is not suitable for a onsite waste water treatment system to
serve a new residence based on current WI. Administrative Code Chapter Comm. 83. A revision of Comm. Chapter 83 has been
adopted by The Wisconsin Dept. of Commerce and is expected to go into effect on July 1st of this year. If the new code is
implimented as proposed, the site would become suitable for a mound system.
Before sanitary and building permits can be obtained for a residence on this property, the revised Comm. 83 code must go into
effect or a privy must be established on the site to qualify the property as "replacement" system elligable.
~r
Lai , csM d~ , P~.
~~o ,~
:.
Own2t~:
~;-~ $ S (taro n W; d; I(e/
8enc.1, wta.,-~': Tooc~{yy `re ba.;
,gSSu med a let!' = / oo. ao .
r~.Yaf~~
Ali. ,d.M : rja,'/ f~ da~~Fi~e e.
E/cd` _ /DO.C.1(
P,'~
~ E/cdaf~~
I V /std P/~•
Seale ~ ~ ~- ~~
f'encel;~c/hed~c~c~
^
8~
~/. ~' SI, ZB. iG. y9~I
~e~; /~53
U9/08/00 WEU 1.1:17 F:>;iY i15 388 4688 ST C.RY CO ZQI\I1vG X1091
~lisconsinDeper6nentofComm:rce $Q~~„ AND SITE EVALUA7IC~N
,/~" D~v;sian of Safety and Buildings page r Of 4-.
in accord with Comm 83.05, Wis. Adm. Code _
A.C.E. Soil d~ Sim Evaluations
Attach complete site pion Or' paper rtol less than f1''i4 x 11 inches in size, PIar1 must Ccunt~r~~
~cltxte. but nd. 6mdeo to: vertirwt and horhzcrltel reference point (8M}, directi~ and
percent slope, scale or dimernsionf,, north arrow, and IOCaticrt and distance in rtaares± road. _.~_ St. Croix
•---•-_ Parcel LD.l3• •
APPLICANT INI=ORMATION - ~P/6c1v8~l7l1!' 3~lli'ffOl71l8ti01i. 00;3^1010-l0.OOO.IDfi4.2S.16.49A
personal Inrormanon you proviea may b2 usad`4x ~eClindary aurxses (PriiiaCy;.aw, s. 15,04 (1} (m;). Rexiewed 13y -Date
'~` I
Property0wner /' ~.i, ~;~,•,--..i~,''s •.1 P-apertyt.ocatron •--------
r~ _ .
Jim„&Sharon Widiker !M"./ _ ~~ Govt.t.at NE tr4 NE I/d a 4 T 23 N,R 16 W
Property Owner's Maifin~ Addressi- c~ ~ - ~ -•- •-- -- -.. .
• -ot # Block # ! Subd. Name or GShfip
6t}th Ave__ ' =~' p ~., .~~Numher j City J Vill c l :~T~ yrapc'~ ?O Acre CSM
Ciy ' St~~, Z~ C "'- -----;-. _ _ ~ . _ Barest P,oad
1~%oadville C_.
'~x•''',s4q .. ,,, :~-224 - Eau Valttl ~ County Hwy. Ht3
~J New Canstlvction U~. '~~ f~~ide~ttla!.i. ~ltsmberyfbedrooms 3 JAddltian to existlng building
I"f Replat:ement i I lac Or dc~rllitercia! describe
--..-_.
Code Derived dairy flaw 450 gpd Recommended design beding rate 4 bed, ~dw"ft' .3 trends, gpolP,~
asal area required ~ t>ed, ft' 1500 trench; ft: Maxtnum desi~ loading rate 4 tai, gpolft= .3 trench, gpoltt'
Recommended inriltration surface elevations} ~ 9s.t' at I z° at~ovc 97.1' contour. ft (a5 referred ro site plan bertchmaric!
Add'itiana! design ! sits nals(deratitans 5itc is °'d" auitsblc for A ± 4"mound rex7!.iiting 24" of san3 lift. sec attut:hui triCIno shrct.
Parent matsria! Glacial till Fbod lain elevation, H a Geahle na ft
S~Surlebleforsystem ~ Convwtiional Mound ! In-vround Fressurs i AT.Grade i Sys~em to Fiil ~ Hdding Tank
U=Unsuitable f~ system I C S~ u [] S^ u 1 -, S +=; u ~ ~! S r.~ i u i i s ~'~.'1 u ~` S C'! u
.........~.:_ W..r....._..~_~---_
6tuln~
1
Ground
Bleu
- 37. U7 ft
Depth to
limitng
factor
2~
Ground
Bleu
95.84 fl
Depth to
limiting
faclor
16~...
Horizon I Depth ~ Qaninant Cabr ' Mottles SWCturE ~ GPblft'
in. Hartsell ~ ,(~. ~, Cont. Cdor i texture t;r. Sz Sh. ~~~tetsc~ &xlndary I r~t5 '.--.. ., .
I I ~ tied Trench
1 ~ 0.7 ~ 10yr3/2 ~ Nonc:
~---
2 7-12 I 10yr5/4 Ntmi; sil
-
sil ~ i 2fcr ~ mvfr as 2f
~---- .~._.~ _....._._ ..I
lthinpl ~ mvfr as if ~ O.S i O.ti
..~-
---
~ N'1> 03
3 ~ 12.21 I IOyrS/4 t?d7.5yr4!5 i sil 2mabk I mfr aw ~ if I 0.5 0.6
4 ~ 21 49 i 5 4i6 n
.. __.. L ... ,. n ,,,, i m..d5yr5/8 ~
i _... ._._L.......... _-..... -__._._...
si ~
._--.....II _--I--.
Om ~ mn
-.____.._._.- I ~ --~ y -
0.3 0.4
'--_ _.._
~ ! ! ; ! ! I
1 ~ 0-7 I 10yr3/3 ' !None sil j Zfcr mvfr as ` i '
i 2f 0.5 0.6
~__... .
2 ! 7-12 10yr5l4 ~ Nana sil ~ lthinpi i rnv$ as ~ if I VT' 0.3
---I ~--_..-
3 ~ 12-16 ~ lOvr$i4 ~ None sit ~ 2mshk mvfr aw ~ if ~ 0.5 0.6
r ____._.-_Iw
4 i 16.26 I lOyrS/4 - !_ f1p7.5yr518 ~ sil I 2msbic ~ mil 8w ~ - ! 0.5 0.6
5 ~ 26-52 ; Syr4;6 ` m2d5yr5i8 ~ s! I Om , _-............-.- . _ ~ ., ,
_ i mull 0.3 0.4
~- , I
i I ~ i
i ~ i ~ ..~ ~
I ......., . . _ _......__._.-_..~_
Namg (Pisasa PrinQ $ignat~ ~+-
James K. '1 ~lompsnn ~ _ _
~s A.G.t?. Soil & Site t;;vahlations
3401'sulson 1_ake t_anc, Osc~-ola, 54020
.., _..y .-.....y.. .....-.._~--
Teiephore No.
~ `-`~- 715-248-??6 i
^~! Date CSTNUm4er _ .Ret~
___ 6/1n/00 3b42 1ZS3
5T ~R~~
' S~PTIG T.~,,l'~K M~~i3~1'I`~NAI~ICL A~REEIvf~I~]T
AND
fl~iVN~RSI-iIP CERTIFICATita~ FORM
~l
C~w-nerfBu}~er ~,~(
eS
~ ~~ ~•z .
~:~~itr~ Addrtr~~
Property Address ~ ---
rerif cauotz required zzxun Flanuit~ Tacparnt~ctst for rsew caustxuetion3 _...
f r l l ~ l~ L` ~2 f~1 M ]Pazcei Identif canon fitumber U U~' ! U ! u - ~ v - ~(b U
~atyr ~'l~tte
7t rL ~U ~ t ~v 1'l ! ~~~-~ ~ ~r ~r `~QWiI 4}~ L l4G( (7' ~} ~l e.
property S t-t'3tIQi't ~ F~~~~ ~ ~4, a?~l'+. ~
-~ LOt. ~ ~.
~trl3dlYt~loil
~ 2 ~'~ ~2 . votume ~ ~ .~ Page ~ 3 ~ 3 5
e~t~'iet~ Survey Reap ~ --
~o~ d~ 3 ~ Voltune.~5 ~~ ~ Page #~ ~
~~r-#'artt~= peed #
Spy }rouse (~ Yes CI no Lot lines identifiable Q yes CJ no
SYSTEM MAIN`TEP~1.A
Improper use and mainteuancni: cv o~three yrars or soonere ifine dcd by~a ~~.cesssed pig hand~t h c you pmp~~th~ sy~tn
ccausssts of pumping out tlzc sep# ~7!
affect die finction of the septic tsnl; as a txratmeat stage iu tlsc zxtzste disposal s~~stcm~
o~vncr a to submit to St, Croix Zonhzg DeFarcu~nt ~ ce~catiog form, signed by the owaer and by a
'£he property ~s ervcrify7ng fit; . } fhe a>a-site: wastewaterdisisosai systatn
uxastergiunxbcs, jocroseymarzplumber, restnctcdpiuml}er ar a licensed gumg
is its progcr operatisrg cvnditian andlor {'~ after intspeciAan aad pumping {af necessa-y}, thu septic tank ss less than 1!3 full of sludgr°.
Ifwr, the undersigned have read tibe above r~uiremessts and agree to tz?siuEain the private se~~age disposal system with the standards
set ford:, herein, as sec by tho Deparmlent of Caruruarce and ~~ Depsrtment of natural ResoaYces, State of W is~onsQ~Fa~ °a
stating that your septic s}stem has bcea Ynaitttaincd must be camplcted arzd returned to the St. Cron County ~~g
days of flee iluee year expiration datr.. ~ ~
~kJ~~- DATE ~~
SIC~NATS OF APPLICANT
1 {a~e} certify that all statement` or. this for.r_ are t_uenrd dein Reo c 1r of Deeds C?~~ee. I (}~.~~ 1 ors (ase) the o~vner~s) fl
the pmpez'ty" descrilsed above, by virtue of a warranty deed rec €
c~-6'~~YYI•c~ DATE
S3.Cs~<lA QF AFPLiCANT ~**,~~~
revok4d lsy the ?.oning Denartinent~
~~~««~ ARy infeamsatitsn that is tYtiS-rtpteSCIlt~d Inky reSUlt to the saisitzt}' nertriit ikeing
"~~ Iuciude ~zth this applicatiatr: ~ c~op~f fire certified survey aptfeicfese ~ eps mad ~o the .vsr:anty d cd
ocument Number ~','i~:_ ~. )~rJ DAGF 55tJ
WARRA TY DEED 63d 134
KATHLEEN H. WRLSH
REGISTER OF DEEDS
sr. EROIX CO.
WI
,
RECEIVED FOR RECORD
James R. Widiker and Sharon K. Widiker, husband and D9-19-2000 10:40 AM
wife, conveys and warrants to Milfred Holmes the
following described real estate in St. Croix County, State of YARRANtr NEED
EXENDT N
WI$con$In: CERi COPT FEE:
CODY FEE:
TRANSFER FEE: 11>D.00
RECORDI116 FEE: 10.00
PAGESs 1
Neme
~~L~
008-,010-10
(Parcel Identification Number)
Part of the Northeasi Quarter of the Northeast Quarter (NE %. of NE '/.) of Section Four (4), Township
Twenty-eight (28) North, Range Sixteen (16) West, Town of Eau Galle, St. Croix County, Wisconsin,
mare particularly described as Lot 4 of Certified Survey Map filed August 23, 2000, in Volume 14 of
Certified Survey Maps, at Page 3935, as Document No 628B7~, r,rr,.o of the Register of Deeds for St.
Croix County, Wisconsin.
Exception to warranties: all easements and restrictions of r/e/cord.
This is not homestead property. Dated this ~'1 ~ day of'~" 2000.
' 'James/R~. Widiker / 1
.Y ~~~~ Tom. GLJI~I.It~P-il
heron K. Widiker
AUTHENTICATION
Signature(s)
authenticated this _ day of ,
signature
type or print name _,~~~1MI-,
TITLE: MEMBER STATE BAR OF V~
(If not,
authorized by §706.08, Wis.
ACKNOWLEDGMENT
STATE OF WISCONSIN
ST. CROIX COUNTY
Personally came before me this ~ day of Si~/7~".
2000 ove named Jemes R. idiker and Sharon K.
Widiker t e known to be th on(s) who executed the
fQregoi strument and ac ed "the same.
~~ .
~/
i ature
type or print name `7~
y'y Notary Public, St Croix County, Wisconsin.
~~My commission is, permanent, (If not, state expiration date:
THIS INSTRUMENT WAS DRAF
Thomas A. McCorma
Baldwin, WI 54002
of persons sfgnlrp In any capacity should be typed or
below their signatures.
Inlortnatlon Prolssslanah WmpanY Fontl du Uc, Wisconsin BW-055-101
FILES
auo 2 j 2000 -
NA1NlEEN H. W.4lSH
REgistEf Of Oc`OOS /
62b6'72
Certified Survey Map
James and Sharon ~diker
Part of the Northeast 1/4 of the Northeast 1/4 0/Section 4, Township 28 Noah, Range 16 West, Town of Eau Galle,
St. Croix County, wsconsin.
Nf COR. SEC.I, T2B N, R /BW~ ~ ~~
/BERNTSEN 4LUN/NUM C4 /• FOf/NO/ C
UNPLQ TTED ~ SOT / o :a ~I
~ LOT 3 o ti
CANOS ~ C. S. M,, VOL. /O ~ PA6~95~ b N a~
~ ~ ~ W a
~~ ~~ S 99.06.00"E /720.00'-- q9
200, 00' SBO, 00' "' //YO. 00'x- I ~~ O I ~j
I2f 6.99' J2B. 9B'
ZIti
Qh
~
~ ~
oio
f~ O SO/L 90R/NGS fOR
Q~~ PROPOSED SEWER S/TE
~IZ
Z
J s'
nor 4
/6.977 4CRE5, 771, /12 SO. FT.
/9. IS/ 4CRfS EX C. RO40 R.O.W„ 7/6, 60B SO. FT
j S L /NE NE //f NC //O
-f---y,~~ /297. J2'
r NB7.O/'2P"W /720, lJ'
UNPCATTEO LANDS
, I
73.02' O
O
2
I
6 . 4
~
w
o
i ~ I I ~~
J ~
ZY q ~
~
U ;
Q h
0 ~
O :
1„ 8 I 0
"1
x
f° '"'O
a.
=
uf
o. ~ l
O
J ; 2
j : ~. OJ' Q
0 V
2' ~ I Q I
SC4LE /": 200'
O JO' /00' ?OO' JOO' f00' SOD' 600'
E//I CDR, SEC. ~, T2I N, R /6W,
I2" IRON P/P[ PO(/ND/
2
W
Legend
y
c ~ Indicates 1"x 24"iron pipe weighing 1.13Ibs.Ain. R. set.
a c • Indicates 1 "iron pipe found.
W c (R 10.00) Indicates previously recorded data.
i w -+F--->~ Indicates fence.
~ m
a „ Owner's Address:
Q 23s~ sorn ave.
W i
o Woodville, WI 54028
•
W N
`'
This instrument draRed by Laurence W. Murphy
Dated.• June 30, 2000
N y W
i a
~ ~ $
"Revised this 8th da t, 2000."
s o 0
o ~ o
o
a ~ APPROVED
sr. cROfx couNrr
~Wudfp 7.oninq atb Pifffl Comfrdtlee
AUG 2 3 200D
ft nac[eoordsd w11h1n 30 days o VOL . 14 PAGE 3935
Sheet l of 2
M
q
,~,~ 2 j
W
J
W
rwN