HomeMy WebLinkAbout020-1365-16-000. /* ~
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM
Safety and Buildings Division
INSPECTION REPORT
GENERAL INFORMATION tATTACH TO PERMIT)
Personal information you provice may be used for secondary purposes [Privacy Law, s.~5.04 (1)(m)l.
Per it oJder'sNamR:
P.C. ~o ova u1 ders, ^ City ^ Vil~~g~T~~ship
CST BM Elev.:- Insp. BM Elev.:
q ~ (0 3 BM Description: ~~ #}-2
~ " 2" ue
TANK INFORMATION
TYPE MANUFACTURER CAPACITY
Septic Mi ! f e Cq,
Dos' _.._
Aeration
Holdi
TANK SETBACK INFORMATION
TANK TO P/ L WELL BLDG. vent to
Air Intake ROAD
Septic `7• / ~ ' ~ ~' NA
•
D
_.__._. _..~_._ _ ---
A
Aeration ~ ~~ _ NA
Holding
PUI~IC~ /SIPHON INFORMATION
--
facturer ,_. - - errand
Model Number PM
T y Lift Lriction Syst TDH t
Forcemain Length Dia. H Dist. To well
SOIL ABSORPTION SYSTEM // r (' ~ ~ _
ELEVATION DATA
~St. Croix
n
65-16-000
STATION BS H1 FS ELEV.
Benchmark ~ e/ - ~ 3
~ , ~ U -. S
Bldg. Sewer ~ ~' 3, Z ~~ , ~~
~Ht Inlet ~ 3. ~s (/~ Al
t Ht Outlet '~ y Z ~ _ ~
Header /Man. Q ~ r~/ ~S ~y
Dist. Pipe ~' yS
~.yf 9 j ` d~'a
s : o
Bot. System C~-) ~~ 62
. to 9Y• G 3
- !c0
Final Grade ~ 3.3 q;.~s
cover ~
~~ ~
/
z . 3 llto- ~.S
BED / E Width ~ Leng th
~ No. Of Trenches y PIT No. Of Pits Inside Dia. Liquid Depth
DIM N ~ G S ~ DIMEN I N
SYSTEM TO P/L BLDG WELL LAKE/STREAM LEA Ma u acture
SETBACK
AMBER
M
INFORMATION Type O ~ ,
- SO
~/
U ~
s
~
--
OR oe um er:
~, System: ~ r.,,, Q -
DISTRIbUT10N SYSTEM
Header / Mani old
/f
( Distribution Pipe(s) / r
S
b~
~~
± x Hole Size x Hole Spacing Vent To Air Intake
Length ~
Dia. b,
-
Length
Dia. ~_ Spacing ~t
SO{L COVER x Pressure Systems Onty xx Mound Or At-Grade Systems Only
Depth Over Depth Over xx Depth Of xx Seeded /Sodded xx Mulched
Bed /Trench Center Bed /Trench Edges Topsoil ^ Yes ^ No ^ Yes ^ No
Y
COMMENTS: (Include code discrepancies, persons present, etc.) Inspection #1 • ~4 I?t_l4!) Inspection #2• I /
Location: 976 Marcy's Court, Hudson, WI 54016,\l (NW 1/4/NE 1/4 15 T29N R19W) - 152/91,92176R~/iverpark~,/Meadows -jLot
16 ~•J OWsCW~U'3A..~ p,~OCS 6l)t(+C IWS~i~'4 ~N InC ~'~ U/l~i rN'hVl-
1.) Alt BM Description = d.,,~ ( f ~u`,~ c~
2.) Bldg sewer length = I~' ~ 7 wd w~j( ~ ~' ~l
-amount of cover = >/~'/ (~~ C57"J ~~ vcr.~rn~ e„er~ ;~C~rrce~, i. s ~, ~~
3,) ± ~~Dr ~ ;~5~~ ~o.reci'u/ ( ooh
Y~O~n ~, fLC r~ ~ an, h _
Plan revision required? ^ Yes No ~-
Use other side for additional infor ation. ~ Z ~ ~ (,2
SBD-6710 (R.3/97) Dat Inspector's Sign ure Cert. No.
ADDITIONAL COMMENTS AND SKETCH
SANITARY PERMIT NUMBER:
~.
d..
__
~-(v '~~-~' S C ~ $anitarti~ Permit Application Safety & f3uitdings 1vi5i0
~' Ir. accord ~~-.tn Camel ~:+ 2 i w.s. F+dm. Cade 201 w. Washington Av.
~~~irioin.4~'~in Sec reverse side ice instruc;ions t`ar ~or.;pletiny this appiicatian PO Sox 930
Ptrsanal inforrsatia~ you provide map be used far secondary purposes ~ Madrsor. WI 53"c7.93C
RePartment at Cammerc• {Bubm~: completed form to county iCr
~ (Privacy LaH. s. 15.04!1){m?a stau owner
an to
_S T ~ ~ 3~- t~ ' ~' %
!. A licatio Information -Please Print all information ° ~ ~.;: • ! - ` Laeatiatt:
y wnet None , ~.: ~ tion f S
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3+=~1f+3~' 1/4. T~ N. R/ or '
I?tapcrtyOwnu'i ai ing Address , ~--., ', t.,.~r~. ''-' Lat Number Back Number
. ,, r•~~'. - FrC '~~
amity, 5tata Zip erode one Nu u ~~
, Subdivision Name or s:SM t+ltimbtr
, '.,~'i ,-.. , 3'977
S Y4 /F
adE'a ~•
~~~Je y ~ ~a.lcufs
II Type of Huildingc (aback one)
3 D city
D Village
G 1 ar 2 Family Dwelling- No. of Bedrooms: ~f:Tawn of
0 Publit/CamnterciaY (describe use): ~ SO
'~
fl Stataowned ~'
III Type o[ Pera-lit: (Check only one box on line A. Chock box on tine B if applicable) Nearest Road
C./~.~~duJ ~', ~,a ~
A) 1. ~11ew System 2. Q Replacement 3, Q Replacement of 4. G Addition to Parcel Tax Number{s)
S stem Tank Onl £xistin Svstem OZlJ ~ !?~~S- l ~-Gti~
8) d A Sans Permit was reviausl issued Pennn Number i~~d
!S- . I ~ ~ ? i ~ ~
IV. Type ai P4WT System t (Check all that aDRIY) `~ ~ 2 c ~ a m bL'' s a - s x ~ 9 7~-~y a ^«- s ; de c./:.u e v
,l~tdatt•preaaurized In•ground and Q Sand Fllter D Gonswtted Wetland
D Presauriaxd Ia-ground C1 Holding Tank L7 Sittgle Peas C3 Drip Line
D At-grade rabic Treatment Unit !a Recirculating ^ Other:
V Dia r~iJT tena
i. in I~aw (`pd nt Area tnformation,
parrs isprriat Area 4. oi! A¢pl;cation ercolatcat 6. System Itvation 7. in e
itequirod Proposed state {Gals.Jday/sq. ~. f MinJinah} $4 , ~ y~~ 0 ~ ElavaUon
VI Tank Capacity in Total # of Manufacturer Prefab Site Stec Fiber- Piestic
Information t3alions Gallons Teaks Can• Coo- glass
New Existing caste strutted ; ,
Tanks Tanks
s~ ~ ~ ~ ~6~d ~ ~~~ ~w~~~~ Y .~
VII Re:-potut[ttlity Statement
the ed onsibilit fcr installation of the POWTS Alta the attached lane.
Ittrabefs Name (print) Plunabar's ignaturs (na stamps): P Na. uitnass Phone Number
~'lJ',~a ~ s~l~ a~ ~ ~ ~ ~ aa~~ 7~~- 3~~- ~l
Pitnnber"s (Street, City, tp 7
r
~( ~7 /!
(s' < ~% Y Q
VLII Caunty/Departtnen! Uas Only
D Diaeppcov 5anttary Permit l:ee (includes Grou wader to Issued ssuitsg Agent lgnature o stamps)
(~@ Approvod D Owner Given Initial Adverse S charge Fx) ~
5 ~ ~(~ `
~~
.
Determination
I~. Cond[tio>as of ~gproval /Reacans for DLtiapproval:
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SBD-6396 (R. 071p0)
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January 12, 2001
P.C. Collova Builders
Attn: Laurie
705 County Trunk E
Hudson, WI 54016
ST. CROIX COUNTY
WISCONSIN
ZONING OFFICE
ST. CROIX COUNTY GOVERNMENT CENTER
1101 Carmichael Road
Hudson, WI 54016-7710
(715) 386-4680 Fax (715) 386-4686
RE: Septic Inspection for P.C. Collova Builders located at 976 Marcy's Court,
Riverpark Meadows (Lot 16), Hudson Township, St. Croix County, Wisconsin
Dear Laurie:
A septic inspection of the above referenced property was conducted on 10/26/2000. This
property is located in the NW 1/4 NE 114 of Section 15, T29N R19W, Riverpark Meadows
(Lot 16), Hudson Township, St. Croix County, Wisconsin. At the time of the inspection,
this septic system was found to be code compliant for a three (3) bedroom home.
If you have any questions regarding this, please contact our office at (715) 386-4680.
Sincere y~
.sf` __
,~, ,~
~°' ~` "
a ,~-..,~
Jon Sonrentag ~f-°~ "~
Zoning staff
/sm
cc: file
<--~?
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r
Wisconsin Department of Commerce
< Division of Safety and Buildings
Bureau of Integrated Services
SOIL AND SITE EVALUATION
in accordance with Comm 83.09, Wis. Adm. Code
Page ~ of
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must ~:ounry
include, but not limited to: vertical and horizontal reference point (BM), direction and CYC~i
percent slope, scale or dimensions, north arrow, and location and distance to s Parcel I.D. #
APPLICANT INFORMATION -Please print all information. Re iewed by Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). ~ ` l0 ~ ~~
Property Owner Property Loca~~ /V E l s
..~.. (y~' j ~VC~ Govt. Lot ~_ 1/4SJ.-{,oc1/4,S-1{-~-, T ~ ct ,N,R ~c~ E (or~
Property Owner's Mailing Address Lot # Block# Subd. Name or CSM#
~a c ~ _ C r ~ t ~ ~~rk eacloL~s
City State Zip Code Phone Number Nearest Road
~)~V ~( ~yOI (~ I > ^ City ^ Villa e ® Town
cl~ U~` r l.u ~'1 U <.cJ Q,^v< t'' ~un e
® New Construction Use: Residential /Number of bedrooms ~! Addition to existing building
^ Replacement ^ Public or commercial -Describe:
Code derived daily flow U o gpd Recommended design loading rate • ~ bed, gpd/fl2 ~ trench, gpd/ft2
Absorption area required ~~ bed, ft2 75U trench, ft2 Maximum desi n loadin rate v
9S oG ~~ ~~ g bed, gpd/ft2 • O trench, gpd/ft2
Recommended infiltration surface elevation(s) Si ~e - /ow e ~ -~kL ft (as referred to site plan benchmark)
L.aZ
Additional design/site considerations t4 (f ~ e le ~ ~ v~Pe r -$~9-fj-~ Lc,w~ ~~d ~S . ( Z
Parent material _ D1~-1-t,__~0.5» Flood plain elevation, if applicable `r~f-~ ft
S = Suitable for system vvuvw ,uvua, rv,vuu~ nrw ~unu r,caawc r"-u,auo ayaiani n~ rm nv~uu~y Faun
U = Unsuitable for system ~ S ^ U ~ S ^ U [~ S ^ U ~ S ^ U ^ S [,~. U ^ S ~ U
Boring #
Ground
oro„
lC~ . O (o
Depth to
limiting
facto)
(J`6 in.
Boring #
Ground
ofa..
99: y?ft.
Depth to
limiting
factor
~_in.
SOIL DESCRIPTION REPORT
Horizon Depth Dominant Color Mottles T
t Structure C
i
t B
d R
ts GPD/ft2
in. Munsell Qu. Sz. Cont. Color ure
ex Gr. Sz. Sh. ons
s
ence oun
ary oo Bed ,Trench
~ D- ~ ld r 3I L Si ~ ~ n~~h~- YYt•~r L S ~ V • Z ' • 3
2 q- l~ ~~t l y --- 5. i 2 mabk rn~; ~~ - S
A~-~,.~ ,
~9 Its '
Remarks:
I
b-j
~ Z-
-----
i ~
b ~ ,
l tt ~ ,
~ 2 . ,. • 3
.~ '
~, . t ~ _r
~g p
(
', ~iT ('.rd;~l r v
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r/ /
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Remarks:
:.STNlame (Please Print) Signature __ Telephone No.
G(~Gt .SC.l'1 <¢r' _- 71,5'- Z`f 7- `~~8
Address Date CST Number
~U$ Ceclc.~r' ~, -~`~ o ~ e / - i/- - 253 a
PROPERTY OWNER CCS I f ~ L` ~ SOIL DESCRIPTION REPORT
PARCEL I.D.#
Boring #
3
Ground
ono„
/C~ • /lqt.
Depth to
limiting
factor
!17 in.
Boring #
`~
Ground
..~~..
/Gt? • att.
Depth to
limiting
factor
min.
Boring #
Ground
oi4~
9 ~r• 96 fc.
Depth to
limiting
factor
1Z1in.
Boring #
Ground
elev.
ft.
1
Page ~ of .~
Horizon Depth Dominant Color Mottles Texture Structure Consistence Bounda Roots 2
in, Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ry Bed ,Trench
i o-9 ID 1 z- l rr-~ ~ ,~ c (v F . Z ~ .3
3 ~-,n ~ y! --- s o ~ ~ s ~ ~ - 8
~r
33•L IcA-Z`
Remarks:
1 o-t8 I Z ~ Ic m-~ c~S Iv ~' . 2 ; -3
Remarks:
Horizon Depth Dominant Color Mottles Texture Structure C
nsistence B
unda Ro
ts GPD/f12
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. o ry
o o Bed ~ Trench
~ a Zs ~ ~ r 31 z ~' ' -~ I ~ r~n-~' ~ s i ~~ . 2 - ~ 3
~ ~ rfi Z
Remarks:
Depth to L.,~
limiting
factor
'n' Remarks:
SBD-8330 (R.9/98)
__ _ - - - -
PAGE ~ OF 2j
____. _ -_._ _ _ o
NAME ~a+ ~'c> l(~v LOT # C9 LEGAL DESCRIPTION -
N'w-N€ -Is -Z9-1~/w
,/
~
' SCALE 1 "= ~~U
DESCRIPTION-~ po.~z"p~rc P~p ~- Iu~l,~,riQ.`bbo^
~~ELEV.
~f I ~0 3 .~
DESCRIP~'rON--k, o z~' ~ Pat lar~ ~/ ; ,.
q.~ o ~ Y- y
SYSTEM ELEV. vpptr_ Lowe
ALT. ELEV. ~ t` 9G'ZZ la.,.,r 9S.~oZ
CONTOUR EL• EV . YI O YI -~ _
X
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Private Onsite Wastewater Treatment System Management Plan
Septic Tank And Gravity In-Ground Soil Absorption Component
Pursuant to Comm 83.54 Wis. Adm. Code each Private Onsite Wastewater Treatment
System (POWYS) shall include information and procedures for maintaining the system within
the parameters of Comm 83 and 84, and the conditions of approval by the department, agent,
or governmental unit. The approved plans and permits for system are on file at the county
zoning or health department.
This management plan complies with Comm 83.54, Wis. Adm. Code, and the {n-Ground
Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems SBD-
Table 1: Svstem Design Specifications
.Sanitary Permit Number ~ 3 ~- ~b
Number of Bedrooms 3
Design Flow -Peak (gpd)
Estimated Flow -Average (gpd)
Septic Tank Capacity (gal) ~n5O ~
Soil Absorption Component Size (ft2) ~-S ~`- S : ~~~
Type of Wastewater Domestic
Table 2: Soil Absoration Component -Limits of Reliable Operation
Septic Tank Component Soil Absorption Component
Design Flow -Peak (gpd) b-c7fl ~ Z'
Maximum Influent Particle Size (in) 1/8
Maximum BODS (mg/L) 220
Maximum TSS (mg/L) 150
Tab le 3: Maintenance Schedule
Septic Tank Inspect and/or service once every 3 years
Outlet Filter Inspect once a year and clean at least once every 3 years
Soil Absorption Component Inspect once every 3 years
Seatic 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 (Servicing Septic or Holding Tanks, Pumping Chambers, Grease
Interceptors, Seepage Beds, Seepage Pits, Seepage Trenches, Privies, or Portable
Restrooms).
The operating condition of the septic k and outlet filter shall be assessed at least
once every 3 years by inspection. The utlet filter hall be cle ned as necessary to ensure
proper operation. The filter cartridge sho of be removed unless provisions are made to
retain solids in the tank that may slough off the filter when removed from its enclosure. If the
Management Plan for a Septic Tank and Soil Absorption Component
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 scum and sludge 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 an 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.
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 the tank.
No one should enfer a septic or other treatment or holding tank for
any reason without being in full compliance with OSHA standards for
entering a confined space. The atmosphere within the septic or other
treatment of holding tank may contain lethal gases, and rescue of a
person from the interior of the tank maybe difficult or impossible.
Tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the
tank is no longer used as a POWTS component.
Soil Absorption Component
The soil absorption component serving this structure is designed to accept domestic
wastewater from a residential facility. The limits of operation of this component are shown in
Table 2.
The longevity of a soil absorption component depends greatly on proper and timely
maintenance, and system use within or below the limits of reliable operation. Good water
conservation practices by all occupants and the installation of water conserving plumbing
fixtures are key factors in extending the useful life of this component.
The soil absorption component's operation must be assessed by inspection at least
once every three years. The inspection shall include recording the levels of ponding, if any, in
the observation pipes, and a visua{ inspection for any evidence of surface seepage or discharge
from the component. On steeply sloping sites, areas of erosion should be identified and
reported to the owner for repair. The surface discharge of domestic wastewater or sewage
from the system is prohibited and considered a human health hazard.
Traffic around or over the soil absorption component should be avoided particularly
during winter months. The compaction or removal of snow cover over the component may lead
to hydraulic failure by freezing. This type of failure is usually temporary, but is difficult or
impossible to repair until weather conditions improve. In general, soil compaction over this
component will reduce diffusion of oxygen into the soil and dispersal cell, which may lead to
more intense, and earlier, organic clogging of the soil.
2
Ownedl3uyer
SEPTIC WANK MAINTCNANCL~ AGIZLBMI?NT
AND
OWNBRSHIP CERTIFICATION FORM
,, ~. lb ~~oV~h
s ~• ~v ~.,
Mailing Address -70~ ~u . ~[ d , ~ -• ~/~v~su.v ~v :z- 5 ~-v 1(~,
Property Address _~
(Verification required fiy~m Planning Department for new
City/State Parcel IdcntiCcation Number __ bz-d _ iZ ~ ~ ~ _ c,-o-a
~S
LCGAL DCSCRIPTION ~ S • z'~ • - °~ . 2r ~-f
n,,,v -- N~ - /,s = 29 - ~ ~
Property Location y,, ~--+/,~ Sec. ~, T ~ ' 'N_R ~ W, Town of H uD SO /~/
Subdivision ~ ~1 I ~~R j'A 21< ,m E A ~ U ~ j Lot i~ ~.
Certified Survey Map ~~ Volume .Page #
Warranty Deed # _ ~~~~a2 t<7 Volwrte /Ll39 .Page ~E `r~S~
Spec house .~ yes ^ no
Lot lutes identifiable Lei yes ^ no
SYSTIi;M MAINTCNANCC
Improper use and mahttenancc of your septic system could result in its prcmatutafallure to Land(c wastes. Proper maintenance
consists of pumping out We septic tank every three years or sooner, if needed by a licensed pumper, Wltat you put into We system
can affect the function. of the, septic tank as a treatment stage in We waste disposal system.
The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by We owner and by a
masterplutnbcr, journcymanpltunber, restnctedplumbcr or alicensed pumper verifying that (1) We on-site wastcwatcrdisposal system
is in proper operating condttron and/or (2) aRer inspection and pumping (if necessary), We septic tank is less Wan 1!3 full of sludge.
Uwe, the undersigned have read We above requirements and agree to maintain We private sewage disposal system wiW We standards
set forth, herein, as set by the Department of Commerce and We Department of Natural Resources State of Wisconsin. Certification
stating War your septic system has been maintained must be completed and tclumcd to the St. Croix Couuty Zoning OfCcc within 30
days of the Wrec year expiration date.
SIGNATURI3 OP ArPLICANT
DATC
OWNER CI';RTII+ICATION
I;(we) certify Wat all statements on this form arc tnto to We best of my (our) knowledg6:.I (wc) ant (arc) We owner(s) of
We pro e/r~ty descr//ib~~ed above, by virtue of a warranty decd recorded in Rcgistcr of Deeds Office. ,
C~~il.
SIGNATURLr OF APPI:ICANT ~ ~Z~ ~
DATC
•'`•+~• Any iciformation Wat is ntis-represented may result in the sanitary pernrit being revoked by the Zottittg Dcparttnent. *~'' "' •
•• Include with this application: a stamped warranty deed from We Rcgistcr of Dccds o[(icc
a copy oC the certified survey map if refcrcncc is made in the warranty decd
s~~.
" ST.47E DAR OF WISCONSIN FORAi 2 - 1981 6'062x•7"
WAR1R
sA~K(~TY DEED Kn'iIILEEN M. unLSN
~
L7OCUhtENTNO. 'tll.1'Jt)iJPaG! ~~2 6TG1Ck0IX CGD~EUI
r- l
X13 M RECEtUEO FOR AC[ORD
arjorie }talernee, Frances August and Faul K
atner
.
ne tenants n cununon
a k/a Frsncis O7-Ofi-1999 9:30 AH
_
August YARRIINIT DEED
_ ElIEM1F 1
cun~r;a and wsrnrns tc ~• n_ ova Ru cera, Inc., a
- CER} CDPY FEES
CORY FEEI
. Wlsi:on5ln Corporat~cn TRAFSFER FEEL 1310.10
-
i RECORD])D fEE: 12.04
t PAGES: 2
- 7111! ~•AC! nelCnveD ,Dn nCC~nDn;O Dn7~
dm IDllnuing deserilsrd ;cal mate.n t ~ rols eaunry, LAVIi ' J
ESTREL-;~
Sla;c JI WtsrDnslR: .
304 L -1CLJ5T . •
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.
3E 1/4 SW I/4 Sec. 10-'f29N-R19~•I excepting tltetefrom Lot I r
~
IiUDS(JN, WI 540"~-:
of Certified Su:vay llaF recorded 1n Vo1,7 of Cettlfled
Survey }laps, page 2009 ae Doc. No. 447307, also excepting 02U-1010-20
• the ratlzcad right of wad'. 020~J02a-90
OZO-1025-90
}IE t/G NW l/4 Sec. 15-T2?N-RL9W excepting tharefrcm hot Ivnncetu•uR/ic1TK.i'vruAleen
of Certified Survey }lap recorded in Val, l U of Certified
Survey Mapc, page 2701 no Doc. ~o. SC7728.
N1: l/L NE 1/a Sec. 15-T29N-RL9W
71da ]s nor homcsa.d Prod eny
--1k1-- (~ naU
Ex:cptlon to w,nmtiec
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ACKNO~VIEDGh1ENT 'I
~ on SEE nTT1CHE0~~
State of 1~1~~b#~9h, tEIIIDLT "n" '•
s s.
King Coulry
rersoail:y ame bc(urc me tlUS ?~ t_h_ doy ~( ~i
June , l9 99 _ dm shore namnl j
--_ ----
Francea ugusa j
authorltcd by 1706.06, 'Nil. StauJ --- -
lo tre Y.nowr. to he person - - uUs tsnvlcd (he foregdrg
insl s r. 1 a r n wlydge al e.
T.IIa 145TgUMF.f11 1'/A5 DRA:TEn flV
• Hevvood b Car: 9.C. b Walter aodynelry
204 Locust SC., P.O, Hex 115 Ha san, RI 540LS Kllt _
Ncary Pu61ic, g .^ Co,mr,;-111w.- G: A.
(Stgen:cres nmy ba nu:L•eodea:ed ur akslow'tdgrd. Nalh arc rtor )•Iy corndssinn ). p.mm~ml. ;If net •nve erphuiun dmc:
necessary) September 1, 2001 ~ ~yq_ )
• :Imo of prronu~ynu`v. nq ape Eby sLnnl! 6p q•p:d sr pnnnd brlnw mrt, olprnwes..... ..
,C,1~tRn n1 ~' DEED ! iAT! a.1t Of It•11 CORlIN w1rp•sn seErc fl a~u Cu vc.
form tJn. 1 • 19P1 A4WMOa r6f.
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AUTHENTICATION udM"~~
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LOT 14 ~~
.~,~ • Q ~ ~~ LOT 19
~~~ ` 2. 02 ACRES '••• Q. \`~ DO ~~• 2. 04 ACRE;
o ~~ 88, 095 S0. FT, i o ~ \ ~\ 89, 027 S0. F
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LOT 15 0~~ ' -I
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~~ 2.03 ACRES ,
A : 25 ~ 88, 641 S0. FT. ~
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N ~ ~ 12.5' TYP. ~ 2. 09
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o ro i i 91, 195
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rr RES t# ~ ~ry~. ~~s
98, 688 so. Fr. '" LOT 17 s1
~ F.
'T' ~~• 2. 10 ACRES
~ HIGH WATER ~ p°j 91, 461 S0. FT.
• ~ ELEVATION= 915. 0' ~'~` ~,
.. ... ... .. ..........., n~..
.............
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r cnr ~j S89°52' 40'W „°~
i' ~ I I g 33. 00' ~ ~ ~ .'' ry o
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~ ro ., ~ f~ WfSCONSlN TELEPeHONE o
'52' 40" W 1644. 65' ~ nUi ~~ o ~ ^' EASEA~NT VOL. 45Q, PG
~" ~ (,~I~AGE *r
~d' ~ ~ 514. 99'
~ - --
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"' 35.2x' DED ! CA TED TO THE PUBL f C
12.00' FZ 0.
M
~' S89°47' 08"W 1312.21'
UNPLATTED LANDS SOUTH L 1NE OF THE W 1i4 0 THE NE 1i4, ECTION 15
.......................................
NORTH li4 CORNf1
NORTHERN MOST PI
SHEET 1 OF 3