HomeMy WebLinkAbout022-1098-95-500R•
PRIVATE SEWAGE SYSTEM
county. SL Crow
snb•^e e.wme oia.o.
INSPECTION REPORT
rve•^^nin, . 607083
GENERAL INFORMATION
(ATTACH TO PERMIT)
near mxo.
court marlmu prw'Hem.yrrv.e e. pardonerlFmecy Le. e:501 Vlmh
xMele xem�
John&LSAnn NBwicki
M TOWN OF KINNICKINNIC
31 .. xa 022-1088-95-500
ern el...
x eR�
eu .�.w�^^
� iti L
..ma 36.28"18.539A-50
TANK INFORMATION
ELEVATION DATA
TRE
MANUFACTURER 5
CBRAGIry
STATION
AS
HI
Fs
LEY.
II
3 ...
/ypp
mm.n
4.1
11.6
/03.5
Fears
IpSb
ar. eu�,1i.L_
�211,
Bldgseer
FBI
11^ler
TANK SETBACK INFORMATION vak
R Carl
addend.
TANKTO
P
WELL
L
PBAU
lel
\.
sepne
O01og
72
131
1(
Al.
_
DoPl
).FIRE
/3.
94•/
n
w,1
W
swem
PUMPISIPKON INFORMATION
L
FinalOrl"I
OCi
7.L
/01.4
LD—
Gel Gr
4.
as,
All Nx"e,
TURN
THE
By,,
pnounn L/;3
iE3Fl
m PNL
/38
SOIL ABSORPTION PYBE ERROR STEM
m.r^ 3 "Z T
CIMENS�NS
Liquid ORM
SYSTEM TO
M1
P19
LOG
E92/11
LL
uRErsTREnM
CHAMBER OR
l"I°n'
IN M.ONn'nsy
UNIT
M
DISTRIBUTION SYSTEM' }
ol pro IT
�AirIH�.rM
SOIL COVERpecort Caere esyuame Bury Mound Or
/E3 �.` in 0Zvi pEgdI,xo remodeadded ""�,.. _
COMMENTS: Imuweemeebueoenon. cenp^e present erc) Impemon Inepeulon As
LIdel zs RIFLE � Sinai:
C E.EL e�%!/e`i
-- g.
palgaldr— /�
?IMap^eewrNerlenpN=/O rl SRI
:: an.,I.w. %, wanla.mimaar �i ',gyp 19' Oil; S
eeBey,em.erey)
. R
�mry s-C e
B tlB Dl
awo,ype�m�nymn�(nh=nnea6y cal
APR 292919
zm yJas w. v/h„yt A , Bm .P.e:6an6z
Madjamen hmo -nez
am hem ermit Appiteatio(
otu - m
�wnmwnPwoiwmesy n'
mc
MS_lm(G nw,�ta
Ne Ovpmmei=loy,mfSJeryW Pmtuim�Jservim. MV..w.Pn
WeTy
PooJMaonrnWenee e b,V"
.thnePdm .a
Lt5iiil m...—
Syprt
s111
5naadt
OzZctpZA
_
aNm�
F.nPem P«=lion N. 8.(8.53YA-
7E&di
Get w
/Y 6iw n, smem
tin. me
vPCme
wm.Nrvn>r
S .✓
379
2/& z -0 9
PAN. k/�'E
11,rrp=.=1 mmme(m¢4.n �hn e>pirl >
`..-
o
Seni'n^=N
�MFweYDxIIG6-NumbnaLBWmxn� J
a%
WIN
❑PnoGce,,, iJ-Dewbe Ove ` .. I
❑Gry vP
O Swe Oume-Dwacc U.
❑Vilyseca
kedcem,o1 K roc vic
G MNumfer
/07-7 K
.. /G� /
ILL Type Of Fermin (Cheeky y one be, on One A. ComPlnelIM Bif=pPli®bla) p
Newsyvem
❑Replvmm[Synsm
❑ RevnnwlMNe,gC,k RapW.c,,OnN
❑OlhmMaci! m to clench C,mm(«plvn)
❑PmilRmewJ
up MR
❑Cemgv[PlwnN,
OCarcit uMNew
Ue imnwaPemel N/^w�nM=,MDueluyee
IV MCvm o UUerke. Cheeknllhtn•
_ m�lweWe❑mvGeeat iv mrvirWm�he
NanManerttlWGewe muem-Gowe ❑a-GVL OMywe=n
mH Dep<naampmw(aputi) O Fnumm=muVlm(mpwn) /
mere, Worenayn:
in.Wn,
.(gel
wi1,$111'f AcAtG wlappe
p= .e. wanineun
Dispueu A,®nppoce oa
Sy,tmPlere(me
65-0,
a
.nklnto
m
Taut
(Mill.,
R,f
Ulm,
a
yyyy
ulm.
y
9d
yeoe T
a"tl
lwu'w+w
/eae
hII'mmva=
.Yj
-�
M.Rapooubi1iry51mammt-Lit, uvenelpveq.nvme rupooehlllryfin wa
A.M.
nm MmvNwnhi
vmW:aN�mo(PM) MPMPMNembve�G=e
g 726
27 el e
uen„tsma. May an. ap cwni
EGL wMa, 2 W/ SW/l
AVPm`m �0
Pnmeis
D.0
No, siipmme
556n'm
ma mmm� w
EX. tyeml %L°enimvvey.nl eeele
e..wykp,)
Fear Vp VutYlb Wnh,.
- a i.r., nprr.rta.n -
1M eaM):np=axa.
SBD.6398(IC IV] 1)
Piot Plan
MPERTYOWNER: Ttu- Lg O cce
1" = 40 Ff.
��'�_ � L/ 14cen�wmere meal
Ri6w` To �1_=6alfroe pit
—_L
h zy„sp
A4t
`3 0« wa
h 6v Pc p
loon fF � R
lWo�-`iT
Site location:
CyC�P
Y
CONVENTIONAL COMPONENT DESIGN
Residential Applizaticn
INDEX AND TITLE PAGE
Project Name'.
owners Name: �30I14),LFlfx)/d
owners Address'. i/ZZ bFA vc<
Legal Description:
_ NU). /ll LI 1 3r( 4 Z 8 2
/8'•'
Township
RYnI1c K/./!✓/G
county:
5rf L2o IX
SubdiNslon Name
c i✓h
Lot Number
J�
Parcel ID Number'.
Pagel In and title
/O
Paget Plot Plan
Pro
94Prwk
Page 3 Svstem Sizing & Cross -Section
*00W
Page Filter Specs
12
btu-IGa
Page Maintenance4n/ormaticn
Page Management Plan
Page] St Cmry Cb Septic Tank Maintenance Form
Page Warranty Deed
Pages CSM or Plat
Attachments soil Teat A House Plans
Designer/Plumber:
pn
/�0)ND4c NGth^� License Number:
ib5fO LLL
Y9�
Date:
//. l9—/9 Phone Number
]/S 92/
SLI�RY
Signature
otegnM µnunnpa I e
InGmunO SOIIAbsorpllon Component Manualtar POMS Venlon I O S5D.1
WOW (N.OIMJ)
Plot Plan 0
PROPERNOWNER: IW- L. I) ue
1" s 90 Ff.
�W nmvipmn: vci.. / ImaocMen mae�
Ri6W KNN eK /.1 i.�r zoo Oa bsdd ON
w iseen..a e•.2.997 Ae•xE5
Site location:
�+x
„o.
Lrts
sa
a
At
PA6A
HLrAAf+M-
LL
F' 66
., ,3 uwiwa
r��
/000 ft R
is'8s �
v
a
Bo¢yS 9
is
S or 2 F mile Dwells ein-ground Soil Absorption SVst m (2-cell Conventional)
Daily wastewater Now (DOWN) ,._ aamrall x 15ogal/my/bedroons 1(,L gal/day
Design loading Rate DER) or Soll AppllcatlOn Rate c7 'gpd/fts (perSPshb1e3S344-1, 2, r3) Iv✓/
Required Distribution cell area =Dwf V, gal/diV+DLR�gpd/k = 6�F'3 fix
It Chambers=Required Distribution cell area
rr 6uq3_ is + �L. ke/ unit Spot = �Phambers
Chamber Manufacturer and Model' VuLICt q 64(z7'
Actual Distribution ttll area= Required cell area 6 k'+�_ka/ unit El3A End Ca)PaR=A57;Its
cross—Sectionlb-ground Soil Abscudgiltichn SVgtem /2-cell):
4" Schetlule40 PVC
w� vent pipe with vent cap
Roll minimum 12 Inches minimum
� 1oz,3
/�— Inches son cover
Trench 1Sys-
tem Elevabon Inch Chamber Height
�QQf% h Iaor9"k Trench 2 Serum
Elevation
r it 3 it
Trench separation Leaching Chamber wldm
73 kta limiting factor
Plan View In -ground Soil Abscrotion SVSi (2-cell): Trench
e� modify
1k header/
r- design as
0'Eeacbing Chambers} needed.
Trench 2
91ncM1 Header
sm��3yi
r� o. If with end romps
Draw Q for a Vent and 0 for Observation Pipe above. They will be located / It from the end of the cell.
Vent pipes shall be Schedule 40 PVC and extend at least 12Inches above finished grade.
Dbservaeon pipes that extend above finished grade must also be 4 inch Schedule 40 PVC.
NGreiit emgn
w mm
r..mwc
b•waa.m+e
pmvma va..am.>ruiba.
acam
wmRIF
w
�IwFirNi
wes Ni
•emmnp em,'
na. mei�+iwpme e.
memo
n.n+k maum c...n pvm m..
+nenz+wwo.miarw�ma
wma��p
Ne-ai0 il9-n4ym qqv lne
MPIetim WyarvpW ymemtl
aM1etlm�r
Yd
�OiFltli
^MM1,p1y
mmnv. g�wa nw.
eyerciveJw
�
BEST 10"FlLTEF
I�
POINTS OWNER'S MANUAL &'MANAGEMENT PLAN
RVOTIM SPECIFICATIONS
... _............
Septic Tank Cepedty /Oe u E ❑ NA
permit of
Septic Tank Manufacturer W IES ER O NA
Effluent Alta Manufacturer 0NA
DESIGN PAMMETFNS
Number of Debroome
0NA
Effluent Filter MMel 0NA
Number of Public Faculty Units
AV NA
Pump Tank Gepachy 650 0l ONA
flow leverage)
30O aptl
Pump Tens Manufacturer W IC'pl 0 NA
w )peek), lEe[ImateExl.El
ff5'0 1 yiris
Pump Menufecturuj0uL0 ONA
cetlon Pan
el/C /fP
Pump MOEeI PF r// p NA
lnfluenVERluent Gasify
Monthly average•
Pretreatment Unit ONA
Fats, Oil & Greeee (FOG)
Sao mg/L
O Send/Gravel Alter O Peat Filter
mlcal oxygen Oemend IBODe)
W
SYYO mx/L O NA
Mechenlml pentlon O Wetlantl
Total Suspended Solids (TSB(
51SO ril
0Disinfection OOther
Effluent Quallity
Monthly average
Dispersal Callbl 0NA
migl Oxygen Demand IBODi
530 Ml
❑ In -Ground (gravity) 0 In -Ground (pressurized)
Total Suspended Solids ITSS)
S30 mg/L 0 NA
❑ At4hada 0 Mound
cal Co0lorm 1peometrlo moan)
510' cNIl00ml
O Drlpllne D Offer:
ENluan[ Pertlde Slze
$ In tlia. 0 NA
Offer 0 NA
other:
0 NA
Othm 0 NA
Veluee typinl for dcmatk wastewater am, tank effluent.
Other' li 0NA
....................-
sl Event
SaMce Frequency
Inspect condition of rankle)
At least eras every:
3
g emlel n (Mv1mum 3 years)
O NA
Pump out contents of totaled
When wxr sludge and scum equals one- third l$I of tank volume
0NA
Inspect disowns Collis)
At lent once every:
3
Omarls) (MWmum 3nanl
e year).)
0NA
Clean effluent filter
At least once every:
® eerlal s)
❑NA
Inspect pump, pump controls & alarm
At lent cote every:
Oj
Omermini
e ar )
0NA
Nush laterals and pressure ntt
Atle.et ene..v.rv:
3
g :vii al
0 NA
other.
At least once even
ai'
oNA
Ohm.
0 NA
MAINTENANCE INSTBUC➢ONS -
Inapections of tanks and dispersal cells shell be made by an Individual CRrying one of rho following licensee or cernficat Om:
Master Plumber; Metter Plumber Restricted Sewer; POWTS Inspector POWTS MsnteNm; Septege Servicing Operator, Tank
interactions must Include a visual Inspection of the tankful to Identify any missing or broken hardware, Identify any cracks or leaks,
Creature the volume of combined sludge and scum and to check for any back up or pending of effluent on the ground surface.
The dispersal cellls) shell be glassily Ashamed to check Me effluent Iwelc In the observation pipes and t0 check for any pending
of effluent on the ground surface. The pending of effluent on the ground surface may Indicate a failing condition and requires the
mediate nwiflcatlnn of the local regulatory authority.
When the combines) accumulation of sludge and ec m In any tank equals o ctM1IN IS) ormore
of the tank volume, the entire
contents of the tank shell be removed by a Sepnge Servicing Operator and disposed of in accordancewith chapter Nfl 113,
Wlewneln Ponifica lue Code.
All other sarri scluding but not limiletl to the servking of o luenr inhere, mechanical or pressurizes) compenenn,.prsreatment
units, and any s"I at intervals of 51Y months, shm be performed by a cortlfled POINTS Melnta ner.
A service report shell be provided to the local regulatory eurhcrlty within 10 days of ccmplN wor Of any names event.
START UP AND OPERATION
Fern onennia un, prior to use of tine POINTS cheek treatment agingfor the presence of painting products or other chemicals
that may impede to treatment process and/or damage the dispersal cellbl. If high concentrations are detected have Na content
of the tenkpl removed by a aepbwe servicing operator prior to use.
System rely up shall not occur when soil conditions as frozen at the Infiltrative surface.
During power outages pump tanks may fill above homes milli levels. Men piping is restored Me excess wastewater will be
dieubareel to the daps collialIn one large does, ovarlcaging the cellbl and may result In the backup or surface discharge of
effluent. To avoid this situation have the contents of lye pump tank removed by a Septage Servicing Opemmr Man to restoring
power to the effluent pump or
confect a Plumber or POINTS thermal to assist in manually operating be pump commis to
seems normal levels within the pump tank.
Do of drive or park vehicles over tanks and dispersal calls. Do not drive or park over, or otherwise disturb or compact, the area
within 16 fact down slope of any mound or ae-grade soil absopNon area.
Reduction
reliminglon of the following from the wastewater stream may improve the performance and prolong the life of the
POWTS:antibiotics; baby wipes cigamNe butts; condoms; coven swabs; fegreeeera; dental floss; diapers; disinfectants; for;
foundation drein lsump pontiff w rl fruit and vegetable peelings; gasoline; grease; herbicide; Meat$cropT medications; oil;
painting Wetlunsr pesticides; sonmy napkins; tampons; and water sohwar beer.
ABANDONMENT
When the ;'OWTS falls and/or Is permanently taken out of service the following steps shell be taken to Insure that the system is
properly and safely abandoned in compliance with chapter Comm 83.31 Wisconsin Administrative Code:
e All piping to tanks and plot shall be disconnected and the abandoned pipe openings sealed,
e The contents of all tanks and Bite shall be removed and properly disposed Of by a Semi Servicing Operator.
Aftaz pumping, all tanks and pits shell be excavated and removed at choir covers removed and the Vold apace filled with
Boil, Bmel or another Inert solid material.
CONTINGENCY PLAN
If Me POINTS bib go cannot be labeled Me following measures have been, Or must be taken, to provide a coda compliant
replacement system:
❑ A suitable replacement area has been evaluated and may be utifted for the location of a replacement sell absorption
system, The replacement area should be probated from disturbance and compaction and should not ba nbinged upon by
required setbacks from exlrting and proposed advocate, lot lines and wells. Failure to protect the replacement area will
asult In she need for a new soil and site evaluation M establish a suitable replacement area. Raplemmant systems must
comply with the miss In Offset at thattime.
o A suitable replacement area Is not wettable due to setback and/or aog limitations. Barring advance in POINTS
technology a hoamg tank may be Installed as a tart earn to replace be M1ned POINTS.
❑ no site has not been evaluated to Identify a suhable replacement area. Upon failure of the PONTS a mil and site
evaluation must be performed to locate a suitable replacement gee. If no replacement area Is available a boiling tank
may be Installed as a leg resort to replace the failed POWTS.
❑ Mound and cal le soil absomi systems may be expristrumnsad In place fallowing removal of be biamrt at the
Infiltrative surface. Reconstructions of such systems must comply with the Miss In effect at that time.
:<WARNING>>
SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL CLASSES AND/OR INSUFFICIENT OXYGEN. DO NOT
ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES, DEATH MAY RESULT. RESCUE OF A
PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE.
POINTS INSTALLER
POINTS MAINTAINER
Name
-,O E2 C-L5oN
Name
Phan.
S - Z 73 -
Phone
SEPT�AGE SERVICING OPERATOR IPUMPEflI
LOCAL REGULATORY AUTHORITY
1 Name
SO H�SoN 4M +l fat xis-✓
I Name -
f-%!#Olin 7419
Phone
7/S-273-581(
Monsh/s-386�Ybdo
The document was drafted in Complexes With chapter Comm 83ll2phtNfllle161g and 83.6411), I214136 Wisconsin AdrNNmatme Coda
Combinetlon le pti Ch Tank and
pIMP CHAMBER CROSS SECTION ARID SP[ CIFICATIOUS'
YCPT CAI WCATNCA I"OF
Jv4CTIOIJ b0%
ti CL VL4T PIIi AI/AOVLO LOOMED
�I0'PISA OOOA.. _,,, (AA4NOL[ CO VEER EU
P0.LEC h6EL.
'WELDOR OR ERE f
wap EgW4 PIPE\ A0, WTARC
{ v/m Tsur emP )
L 01LV� I {MM. i
0
/l Lill AvCROVEDJOM<vrxbvxo JOwr/rnaeLPlL "d' PPruuWCrt Tank coos eFEDYion I Wt.irl1[Pw/c.x. rn[ea LA¢nshall comply Ith
ILH3 h3.15 end 33.20 °
Off
DLOIXy
n RISCA CEIT PCATRCO O4LJ IF TALK MAWVIACTIIAER HAS SUCH APPAOVAL 3 APPER,
B OCINC
SLPTICSPECIFIC ATIOAIS
Dos[ . WIiSFtP. CI CE-Ea T_j MA KTACT 40. 005Z V OF 003[5:_�PC0. DAi
rAMU u7U D — 6ALLauS - RICL vownE
FLARM MAuu FACTURCR: S.S,ELCay1 $M$SEryy Iuu u014D bnctrt6W:Cnuaus
�— MOOCL LUMBER: 101 HW CAPACITIES:Ac Zj6WCAOOA az WLL 043
5wlrcA TS?C: CamAt B= 4 IMCNECOR
cpuo45
PUMP Muu FAcr ua c n:_ ffOCALD C. n(L�n IUSACS OK µy Z iLL"S
MODEL LUMBER: 0'.y IIIC NES OR LG 4ALLO L{
SWITCH Ttl?E: )0L94.1 LOTE: PUMP A40ALART AAE T06l
%MIMUM DISCHARGE RATE 1 5, CPA gq1N5TT�ALLEO OW SLPAAATE CIRCUITS
VERTICAL DIFFERC4CE DCTWCC4 PUMP OFF ALO,ORTRIWTIOL PIPE.. L� IECT
+HIIMMMUM AICTWORN SVPPLy P�R�C�S�f(UAV[.:... .... ..1L FCCT
f 7 FEET OF FORC[ MW % SCLLF/Io6 nfRICiI04 FRTOL —aL— FEET
/
TOTAL D9UAMIC HEAD = � ✓ FEET
As permanufacturer 17. gel/in.
PPR-12-2005 16:28 FERGf.HN ENT HLOWN
RGOULDS PUMPS
MPLIGTTIONS
5VeaagYdefgnmfortbe
following uses:
•Mound Systems
• NAuentlFung SYMMS
•low Pressure PlpeSysteOs
•easemeMpralNng
• Heavy Rrysomp'
pewatMng
Meal FFeT
10
a
r B
o s to
•w,M w.ira 4MCIIY
SPECIFICATIONS
vumv—Gmeml;
• •• Temperature, INPI
Maximum,
Canuo s when
Ssdbmurged.
solds Aandgng: es'
• nummamm models Include a
floal
• Manuel models asallaple
Pumphag•a,
• edonnrt«arve.
range:
pnwtlla
PE31 Pump:
• Maximum calsocir53GPM
hatc
• Maximum M1ead:25'i0N
Fees Pump,
• Madmdm ad:2961GPM
• PMumhad: 29'IDH
PEST POW Pu Ma:
• Maximum head:3:TOGPM
• Maximum head:3)'IDH
415 3% 6144 P.01 li
Submersible
Effluent Pump
OITM
PE
MOTOR
GmersH
• Ln9le phase
60 Hero
• 115 and 230 vo1O
• Pdatintheral oreri po
Hari haubralkreuc
• oassa arm sawn.
• 014PIled design.
•High stengmhb nMel
matt,
FBI Motor.
• .33 HP, 3000 "M
115 rohs
• Shaded pole change
FE41 Motor.
• .40 HP, 3400 PPM
• 115and 230 vacs
• PSCaeslgn
FBI Mufur.
•.50 HP, 3400 RPM
• 115 and 230 wits
• PSCtlegn
• eermwom mosttnt
mnmuaion.
•Gast rma body.
• Thermoplasdc impeller a n tl
aver.
as Upper turndleereand lower
M1mearytluN hall hearing
mmitjon.
• Motor trpemunemN
managed
serves Iffie.
ommdfo
•Powgio". ntlnuous
odp araanges
•Wl ranges am ON are
Walling di Iim1Gof the Motor.
ab . aiawnnenpdwar
115 an no Kit grounding
OUT
•CanpIM Far Uheavy dury.
pombriantlmmpah
• Mmoun ralseacomm,mmmian
mnmlC 6UN4 andstainhss
•SmlaInlnleef AeeliMeners.
AGE01Cyta9TING5
[Shoo
Tested UL na and
M 222 io95rardaw
yom rhomm.,„d,nre
w.<wasw
rams JNmx motor eyu®m
Goulds Pumps
<Y ITT Industries
Qulckl4 PlulFssStandard Chamber Side and End Views '
EC
9 I, 9 nvduxcw� �` 19� I
Quick4 Plus All -in -One 12 Encap Front, Side and End Views
11
12-
R'INVERT
. r z,
Quirl Plus All -in -One Periscope
ELT— ."m.
, INVERT s L a �,
L.� - -
Qulck4 Plus Standard Chamber Specifications `
5 (W x L x It List 53 x 12'(86 cmx 136 cm x 31 SEE) FrOvert Height. .....,. 06 53, 8.0112T I
'Effective Length _.. 48 (122 m) (16 cm,84 or, 186 cm 2<t.6 cm)�
POPHOO h�r I r a OWN to H, I r r 0 OEM Ed ME MEN NONE Muse line AMMME prods, ALI Equen Men ON dale hat Di 0 ME
CLAssel N Men III He ,s Ordii.°..,., .,.�ARi.ni��,Ove�.u�.1.m. 15) over Of Oul user HIM I a., d mrrused ,we.sm I�n.L.. TOM DO ME MIAMI �"���n„se.°°...° P//
INFILTRATOR•
POP ED Ol M rovel Normal overs ar Mount donal shiroo I HE 1. 10. Nor LIMA, or I Eves dOoduser
syRtamy ,�e.
B SOMI PH RAW • P.0 Evr'/66
om srybmok LT03W5
son 6777)() • FM SK 57 7DD1
"In. THE' Inners, 10
iea�mzmnnmmm.rvm.am,m.�w.IINpmafHal�Or�lhedprly
remammm..a°mw.00inomn.+.."ammuvmw
^"'"eon1^'"°""'
800.221.4436
e°unnnmvn.enaimv.ym°ivne•°�•�°mu umim°mmm" wwrnmiye°piumwo•�n.mnnm x.
www.lntlltretarsysteystems.Gom
ST CR
OCOUNTY
S®"1'[C TANK CRNIX AGRSffi+1@T[
AND
OWNBRSW CSETIMCATION POEM
Mdb$Addl via SlDiZ0C sAbhp—i No
Pmpe y Addtva
rere�dmewdeg sae Pl�,D,w�r.,..
atYl m IV540 1 Palcd ldmtlfivefivn N®h¢ oaf- �oYt7-9s-soo C�»��
LEGAL DESgMl3 DN
�I W
naPvty I.* atiM new NN��c�� Yh Yw Sw YL T2 � d _N-R ILW. Town of {�w�.
Subdivides Lu x_AS'.
Cwdfied SwTq Map a in 7 3R/G volume Z 9 Pgge a
Wa tyD x vole Pap #
SI= muse ❑ yee�'m [.vt live idendI le o ye¢ o m
Ivgaapam W m�Wmeoeeafyourepyaml®calidmNtw mpeueMg 911membaoAewuke. Ptapeemeimm�vice
mtlu PfP�yoRde aple �karey Wmyammeayta. if aeawbYa4cmedp�e. Wlu(you tnp mfn gy yCm
m aQM do Poetlbua(Ib eptia Imku a 4NComf tl/8e ie Ib wale dlryaW ry@m.
Ibc paPetY was ag2u b mEmit b SL Qtln Tmivg Cepttmutl s mtiEtatlm f� mPaed DY 0e antra em by
mmrPbmbe.la®aY®aPa�*�tarticmdpl®bQaaliomkdpmgvvmilybggy(t1 Daawl2 wubmoxdiquW �y�
h IaWaPQPo�^BmoNti®uNu(2] �flaot+Pad�ud �plry (itnmtu[Y.�Poearylk hvkN lee 6m IA by MtlWye.
MKayediq ryaamwiPo0eN
IPeao ftftaeWlameN. �
b S Om Cam]culgg 30
MM
u b am(ee)l wp. I(")®(se)w eaae(e)d
V�1 �4 •,,/�9 �11Y119
U OP APPIICANP DA18
ee Avy wemem det u�uvy rt tmlhe u°ilN"P®nbelagavvoh4 to de lady Depe ee ee
u IvtivbwW WY aPPuma ae1�1e^1natYaeeGBra Poe Aal�salD¢N o®ce
• WY of M mtl9aa emaY � Ha�mewY meEe Ia me wmml ESG
COVY CY Az
Ed e eoN /-}o e' TUG
P D. Bou 2_3 1
Pubsc f Luz
?1,5 2bo-0-g j
.1 L&VSe .fL6.3cw 524�
a04V how /l�eKI ((��
xxx �IF E/ 4NL4 KU,
K �V fl�FataS, G., S,
ToWUSH�p
Q ST- 901 8-H0
Rors«,.Isemn..
in _ I� E
,SOIL A ON ReaokT AGO 1 a 3
JUN 'L62018 keeo«Bm,newNn sPs aea,Lw. me, code
fin IueiId lnMnln as.PW mud Canty
n alee
Gn
si. CRO1X
d,enelrzall
pJb{kp mmal point(deol
rtmmnro
ea Patti •• meoaons none and and detainee pmArea,ad.ENDII, dtzi 01
PRwa Sooner Al/ YtMmrtlon. R b
MI
pep
p.A
RWpmmmev. �.«w_wdpm.alP„
i6
mtY
PIoo,MLomtim
iRl-LANO, LLC emia soo
lw c/a H
�7
GorL Lot --- -NWIHNW IN534]
28 NR 18
Prcyemoi,Iler. p.Iwlaieaev
Bld1Nl
annYs suer N,me«5sw
L,n�
P.O-Box s%
_
aIr -;i pcoee Peaty « -
m wp9e • •wn
Wvm Adis,µl MM 1 6121 90]-650J
_ r(pending) o.a
11
Rifleft" RO,tl
Q New Corsdumm IyQ. Reaeertdl NuneerWynw,« 3a4
comw„e
�Rea,romml Wdk.rmmmmdwl-peaba:
4 mtnOO
OPD
al
Panelpein&ewLLn pgplic,nl,
,Ion
Ga p
R
nmmm.ne,tiva ennvemiotul m-gouMitrneeu_0]ladingrai eysum devouonmbe
tlepwi,�
o 5om9
1 BudMi
O Pit GrouneeuMmeM, 10195 R Depth 011,10,9 Am, 64 M.
Ihim Gavel
WMnem Odor Roeox R,vlpdn N sm„e Cone Idai
poop 9M
In
Muretl Ou,3x. Cmx, GAIN Ge S, Se,
GPMP�
,ENI
1 0.11
75YU3
•ERR
Ix Wg 11
Ivf-m 09
Ib
2 11-I6
75YR4/4 W al on
Ivf[ 09
16
3 I&M
25YR3/3 —
0°8 dl
Ivf-f 07
16
4 20-g4
25YR4/4 _
g dl
07
1.6
Mmmn
I
Odom
m.
MO
wMn.mca«
allowed
]SYR4/4
Some
Reem Oeom
Com S, Gent Color
..oi.,e,Pywpm,1.36y
_.___.
Seum,e
Gr. 5x. 31
All
Cimad w
dl
•••.
sounded,
Roca
son ixeaon
GPM
Ame
•EMI
07
'EqC
16
'EBuemi1-BCD asp<md myl nd }$s>yd• BOD 130
GMARY IO HpUPPFAT IOng4 -sAumlrz= npani �Dri
3841I,gAMdu', Cow, O,nbury, WI 54830
sWvawLRmml
PrcPNy Gxner io-lsndLL (LO15) Panama 10A (Parini Pogo 2 m 3
—
❑ 0' Pit G,mnJwrldi I0230 R 52
XMmn
I
2
4Pp
In30
30. 52
Wmin.mcdo,
Mwnll
95YR4/4
9.5YR5/4
HeEe. CVMFOm
pu y, ConL Ctlor
-
Tli 9nu[W,e
Gr. it,%
0s6
Or
cm.nlma
ml
ml
Banoary
—
riooh
IvLm
-
GPo.R
Ran
•EMI
0.7
0.'1
•EM3
1.6
b
(gum um�
aiIII
u maMR `+a'PI°i re
LuJ G.cmmnmmngmmr In
—
Matt i1= idp- W 42= lai and i35»p c m a w • Infli R. EGi< �natAL and 1n99< M angry
Ptt 9
fn
.�xyy