HomeMy WebLinkAbout012-740-30-3105-INS-2006-031 Sawyer County Zoning Administration
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( ) Mble Hm ( ) Setback - road
O Private O Public O Com�mesc�ai'�(�C? Setback - lot line
aG—rage ( ) Soils Verif
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Discussed with New�-DNR , M�l�, kr�s ka��4 ��w��ly� �
Date q-12- t�5 Time !o- �0'.30 r�w1 � N
Signature of Inspector M�_ (.�. f''�u� C0. S�K.tur�a� I£
I S�%��
�� Office of
Sawyer County Zoning Administration
P. O. Box 676
������ � � Hayward, Wisconsin 54843
��� Cp��� (715)634-8288
�,�/; '�.� l+ FAX (715)638-3277
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March 31 , 2006
Tom & LaVonn Verway
5309 West 149�' Street
Oak Forest, IL 60452
RE: Building and sewer encroachments onto State of Wisconsin DNR properties,
address of 7792 Worlds End Road, Lot 1 , parcel ID number 012-740-30-3106.
"Order for Correction" move septic/pump tank that was installed on 5-20-05.
Dear Mr. & Mrs. Verway,
Enclosed please review documentation, on-site inspection report dated 9- 12-05,
tax parcel information, certified survey (CSM) #593 dated 9-15-74 and plat of survey
a„�oa � �n n�
� ua��u i -�,�-vc..
Our office received a complaint of a possible sewer encroachment onto DNR
land. The new sewer system was installed by A-1 Plumbing, Robert Vitcenda on May
20, 2005.
I called Mr. Neal Kephart, Chippewa Flowage Properiy Manager to make an on-
site property inspection on September 12, 2005, from 10:00 to 10:30 AM. Prior to our
inspection, I conducted a document research of the property. I discovered an older CSM
by surveyor Mr. Swanson dated 9-15-74, and a more recent "plat of survey" by surveyor
Mr. Mulock dated 7-24-02. Mr. Mulock shows a detail survey of building locations and
building encroachments.
Please refer to my inspection report. Mr. Kephart and i found the property line pin
to the southwest of the lakeshore cabin. It appeared that the new septic tank was
encroaching onto DNR land. Then we used thick line cord to run a straight line along the
property line to the encroaching two bedroom cabin. We used Mr. Mulock's detailed plat
of survey to confirm our property line location.
It appears that the septic/pump tank is approximately 3 ' over onto DNR land and
must be moved onto your property. Department of Commerce regulations require a 2'
setback from the property line.
Please consider this letter as an "Order for Correction". The tank must be moved
on or before August 1 , 2006.
Please contact a plumber,get a sanitary reconnection permit,and have the
plumber move the tank and call our office for a final inspection. As the owner of the
property you are responsible to show the plumber the accurate property line locations.
While on the property,we looked at the encroaching buildings and other sewers
along the western property line. We did locate the northwest property line pin
approximately 31'from the northwest cabin.
Our encroachment observations are as follows:
(Please refer to my inspection report diagram)
#1. The septic sewer that serves the upper two cabins encroaches onto DNR property
approximately 11'.I will allow it to stay as is until it fails,then the replacement must be
placed on your own property.
#2. The existing two bedroom cabin noted on both surveys encroaches onto DNR
property approximately 19'.
#3. The new 4"diameter PVC sewer pipe servicing the two bedroom cabin is on DNR
property.
#4. The 10'x10'shed encroaches approximately 19'onto DNR property. A smaller shed
(structure)by the 10'x10'shed also encroaches onto DNR property.
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"Order for Correction"by August 1,2006.
The Wisconsin DNR will address the building encroachments sepazately.
Mr.Kephart and I conducted a thorough inspection using general field techniques.
I will remind you that we are not licensed surveyors and used common sense field
techniques only.
Should you dispute our observations,or have any question please write or call
634-8288,Monday through Friday,8-4.
Sincerely,
Mer["Mad'Maki
County Sanitarian
ec. Neal Kephart,Department of Natural Resources
Carl Lippert,Department of Commerce
Robert Vitcenda,plumber
161 DEPARTMENT OF COMMERCE Comm 83.44
2. A POWTS holding tank shall be provided with an auto ment of natural resources under chs. NR 113 and NR 204.
matic visual or audible means of notifying the user of the POWTS 2. Deleterious or hazardous materials segregated out from
of the necessity for servicing. effluent flows shall be disposed of in a manner conforming with
(fj Accessibility. The design of a POWTS shall include provi the rules of the state agency having jurisdiction.
sions [o provide access to all components that require mainte 3. Effluent from a POWTS shall be dispersed so as not to
nance or observation. create a human health hazard.
(g) Anchoring system components. An exterior subsurface 4. All POWTS components within a building or struc[ure
POW'TS [reatmen[ tank or POW'I'S holding component ro be shall be gas tight unless provisions are made assuring the safety
installed in an area subject to saturated conditions shall be of individuals entering the building or structure.
installed so as to prevent flotation of the tank or component. (i) Site parameters and limitations. POWTS treatment, hold
Noce: sc.�ap�na�x for t„nt�er int'oanaeon. ing and dispersal components shall be located so as to provide the
(h) Treamtent byproducts. 1. All treatment byproducts dis minimum horizontal setback distances as outlined in Table
chazged from or as a result of operating a POWTS shall be dis 83.43-1 as safety factors for public health, waters of the state and
posed of so as not to create a human health hazard. structures in the event of component failure.
Note: 1he disposa]of the contents of holding tanks and the sludge,scum,and con Note: Chapter NR 812 establishes upslope location criteria for wells reladve to
taminated liquids from treatment tanks and components is regulated by the depart contanvnauou sources.
Table 83.43-1
Horizontal Setback Parameters
Physical Feature POWTS Treatment Exterior Subsurface Servicing, Suction Lines and
Component Consisting in Treatment Tank or Holding Pump Discharge Lines
Part of In Situ Soil or Tank Component
Dispersal Component
Building 10 feet 5 feeta none
Property Line 5 feet 2 feet 2 feet
Swimming Pool 15 feet noneb noneb
OHWM of Navigable Waters 50 feet 10 feet 10 feet
Water Service and Private 10 feet 10 feet 10 feet
Water Main
Public Water Main ch. NR 811 ch. NR 811 ch. NR 811
Well chs. NR 811 & 812 chs. NR 811 & 812 chs. NR 811 & 812
OHWM = Ordinary High-Water Mazk
aExcept camping unit transfer containers.
b See s. Comm 83.43 (8)(f)relative to accessibility.
No[e: The department of transpor[ation under s.Trans 233.08 establishes setback limits from the centerline of state wnk highways or connecting highways ro strucnues
and improvements which include septic systems.
(j) Service suction and discharge lines. l. A suction line or Comm 83.44 Parameters for POWTS eomponents
discharge line serving a holding tank for servicing purposes shall COnsisting Of in situ SoiL (1) Evnt.Un'r[oN. POWTS treat
comply with all of the following: ment and dispersal components consis[ing in part of in situ soil
a. A pipe serving as the suction or discharge line shall be of shall be evaluated in accordance with ch. Comm 85.
an acceptable type in accordance with ch. Comm 84. (2) Ix�,uE[vT Qunc.['rY. (a) The quality of influent discharged
b. A suction or discharge line shall temunate with a service into a POWTS treatment or dispersal component consisting in part
port consisting of a quick disconnect fitting with a removable of in situ soil shall be equal to or less than all of the following:
plug. 1. A monthly average of 30 mg/L fats, oil and grease.
c. The service port of a suction or discharge line shall ternu 2. A monthly average of 220 mg/L BODg.
nate at least 2 feet above final grade. 3. A monthly average of 150 mgJL TSS.
d. The service port of a suction or discharge line shall be iden �b) The monthly average under par. (a) shall be calculated as
tified as such with a permanent sign with lettering at least 1/z inch the sum of all measurements taken over 30 consecutive days, with
in height. at least 6 measurements occurring on 6 separate days, and divided
e. The service port of a suction or discharge line shall be by the number of ineasurements taken during that period.
secured to a permanent support that is capable of withstanding the �c) Influent discharged to a POWTS treatment or dispersal
loads and forces placed on the port. component that consists in part of unsaturated soil may not con
f. A suction or discharge line shall be at least 3 inches in diam tain any solid or suspended solid exceeding 1/8 inch in diameter.
0t0I. Note: Under s.Comm 83.03(1)(b),the replacement of a POWTS anaerobic treat
2. A suction line serving a holding tank may no[ be installed ment tan};(sepuc tank)in conjunction with this rule would limit any solids widtin the
in such a manner or arrangement that the tank can be drained by effluent leaving the tank to a maximum of 1/8-inch diameter.
gravity or siphonic action. (3) Irr�[t-Tx�TIVE su�ncE. (a) The infiltrative surface of
3. Where a lift station is employed for servicing a holding unsaturated soil to which influent is discharged shall be located at
tank, the pump discharge line shall conform with subd. 1., except least 24 inches above the estimated highest groundwater elevation
as provided in subd. 3. a. and b. and bedrock.
a. A discharge line from the lift station shall be at least 2 �b) 1. At least 6 inches of the soil separation required under
inches in diameter. par. (a) shall be an in situ soil type for which soil treatment capabil
ity has been credited under Table 83.44-3.
b. The lift station pump shall be activated by means of a 2 The purpose of the 6 inches of in situ soil under subd. 1.
keyed-switch at the service port. shall be to assure that the influent will be assimilated into the orig
History:Cc Register,April,2000,No.532,eff. 7-1-00; CR 02-129: am.(2),(6)
(intro.),and Table 83.43-1 Register January 2004 No. 577, eee. 2-1•04. nal subsurface soils without ponding on the ground surface.
Register January 2004 No. 577
ADDITIONAL COMMENTS AND SKETCH �
SANITARY PERMIT NUMBER: D �I -- �2 y ,
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PRIVATE ONSITE WASTE TREATMENT SYST'ENiS county
� ISCOB'S/� ( POWTS)
- Department of Commerce INSPE(:TIOf� REPORT �w e �"
Safety and Buildings Division (ATTACH TO PERMIT) Sanitary Permit No:
GENERAL INFORMATION O� _ '�
Personal information you rovide may be used for secondary purposes[Privacy Law,s.15.04(1)(m)]
Pertnit Holder's Name: ❑ City ❑Village �i'own of: State Plan TransacGon ID#:
iov+.� Verwq �v r —
CST BM Elev: Ins BM Elev: BM Description: Parcel Tax No:
' a�Z-140-30-31u
t o� q� o ►e�� .�� P�
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY ° STATION BS HI FS ELEV
Septic S �yw C �n, (o v,� Benchmark ( �p�,Q � p�
Dosing « Ic0 O
Aeration Bidg.Sewer l 2. .(� $Q,3
Holding St/Htlnlet �3,Z, $$.-j
TANK SETBACK INFORMATION St I Ht Outlet �
TANK TO P/L WELL BLDG vErrrro ROAD Dt Inlet
AIR INTAKE
Septic p" .}ipp +30' {3 p' NR Dt Bottom' �b, $S.'L,
Dosing �`� �� �� �� NA Installation
Contour
Aeration NA Header/Man. ,Z c�l},
H�Iding Dist.Pipe
PUMP 1 SIPHON INFORMATION, Infiltrative
Surface S��- R3.1
Manufacturer z„ e � . Demand Final Grade
Model Number c� I 3 O GPM
TDHq,3 Lift Friction Loss �,s System Head TDH �p,g Ft
Forcemain Ler, �,p Dia Z;" � Dist.To Well �-�00
DISPERSAL CELL INFORMATION 3q 4 �� (3 �� ; '�'s4`�o�
, DIMENSIONS Width 3' Len.s�(' No of Cells Type of Syste,m Manufacturer:
� SETBACK OHWM of Nav C0�� . LEACH ING ���,
INFORMATION P I L Bldg We�� Waters CHAMBER Model Number.
CELL TO �3 fl -k-30' +t OU + �'00� �/` J� ✓
DISTRIBUTION SYSTEM X Pressure Systems Only
Header I Manifold Distribution Pipe(s) X Hole Size X Hole Observa6on Pipes
Length Dia Length Dia Spac Spacing ❑Yes ❑ No �
SOIL COVER
Depth Ovec Depth Over Depth of Seeded I Sodded Mulched
Cell Center Cell Ed es To soil ❑Yes ❑No ❑Yes ❑No
COMMENTS: (Include code discrepancies,persons present,etc.)
9-�z—bs 1 �o: d o /��►vl o�n.s;-� t���ci�e� b�.�, .(��.7(�.
�}�- �.D�d V c�� D�l-S�� t,Jl �)ea� ��-e��- t�IJ R �c r Lo{ �,i k.¢ e�c ro ac �►'Lt ei.�,�.
�PP�qrS ST/p-�-' is �' �Su 36'� o�ev� '�JEIcs-�- Lo-�' L�ke. ,
9 ►2 05
Plan revision required?�Yes�No �Zp�� I�-�l�} �--l� � Z Z 11 � � I
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Use other side for additional information Date POWTS Inspector's Signature Cert No
Bureau of Field Operations,PO Box 7302,Madison,WI 53701-7302
SBD-6710(R.310i)
�
Safery and Buildings Division Counry �
s � � 201 W.Washington Ave.,P.O.Boz 7162 SawyOT
`�scons�n Madison,WI 53707-7162 Sim Addrus .
Department of Commerce —� q6 � �
Sanitazy Pertnit Number �
Sanitary Permit Application F
428854 �
In accord with Comm 83.21,Wis.Adm.Code,pe[sooal informauon you provide F-�
ma be uud for seco�d us Privac Law,s15. 1(m �Check if Revision N
F
I. AppGcation Information-Please Print All Information S�are Pl�n I.D.Number ..-
Propecry Owner's Name Parcel Number
' Thomas � La Vonne J. Verway Trust ��di_ +��0_ � _
Propaty wner's Mailing Address / Propeny Loadon O
3p �sT w
�uS/vu:s o r ON,R �
City,Sta[e Zip Code Phoce Number Lot N Blak Number
Lt.2
Subdivision Nune CSM Number
� r0 e l o ,�Z CSM Vo1.3 Pg.253
II.Type of Building(check that appiy) ��_ry
�1 0�2 Farnily Dwelling-Number of Bedrooms_ � ❑VHlage
❑PublidCommercial-De:cribe Use
❑Sdte Owned °��P /��L�
Neares[Road
� �O�LOS �i�G�
III.Type of Permit: (Check only one boz on line A(numbering scheme for internal use). Complete line B if applinble)
`�' I�New 2 �Rcplacement Sys[em 3❑Rcpiaament of 6❑Addiuon to For Comty use
S stem Tank Onl. Exisan S stcm
B• ❑Chcck if Sanitary Pemtit Previously Iuucd permi[Number � , Datc Issued
IV.Type of Permit (Check all that apply)(numbering scheme is for internaf use)
44�Non-Presmrized In-Ground 21❑Mouod 47�Sand Filter 50❑Constructed Wctland
22�Pm-ca,.;��n r�r.�,,,�.,n !:n v. � �� ;,o u Singic rass � 31 u Drip Line . �
45�At-Grade 46�Aerobic Trcamxnt Unit 49�Recimuladng 30�Ocher
V.Dis ersaUTreatment Area information:
Design Flow(gpd) Diryersal Area Dispersal Area Soit Application Percolation Rate Sylcem Elcvation Final Gade
Rcquired Pmposcd Ram(Gals./Days/Sq.Ft.) (Min./Inch) � Eieva¢on ,
ys� �f 7� 76�,.� , � -- q�� 9�,�
VI.Tank Info Capaciry in Tonl Number Manufacturer Prefab Site Stecl Fiber plastic
Gallons Galloat af Tanks Concnre Consttucred Glass
160� Ncw Existine
Tanks Tanks
Septic oc HoldinQ Tank - 'Od� j �
DosinP Chamber
pD / �
VII.Responsibility Statement-I,the undersigned,assume responsibility for instailatiou o[the POK"CS s6own on the attached plaas. �
Piumber's Name(Print) Plumbei s Sigoaeute MP/MPRS Number Busincss Phone Number
oh�,4Tl�.�G�Nn� ��/ T��-�y3,����
PlumbePs Address(Sveet,City,Snte,Zip Code)
d '
VIII.Count/De artment se Onl
�Approved ❑Disapproved Sanirary Pertnit Fcc(includes GrouMwamr Date Issued ssuing g t ( Snmps)
Surchazge Fee) �
� ❑OwnerGivenIni[ialAdverse �`11�0.�0 �].��Q(+
Deteanination
IIC.Conditioas of Approval/Reazons for Disapproval
IMPORTANT NOTICE: Wisconsin State Statute, Chapter 145.245
(3), states you are required to have your septic tank pumped/inspected
at least once ever 3 ears.
Am<h complete pla�u(ro the Couvry oNy)for�he ry�tem ou paper nol lesa ihan 81/I x I7 Iocho in size
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....- � .. > 25 � �:FR�OM,.:D40R '�i'�WINDOW :';OR : .:' '� � � ; JUNCTION ;BOY ' ;� �-.
, , , : �PPRO�► ED 'h'� �•.-
yFRESH AI�t INTAKE . � � � � ' WITH CONDUIT : � 'MANHOLE,:,CO�►ER
, ' . � � � _ _ , . . . �W/ PAD LOC K : �
��_ �� FINISHED` GRADE �.� . � ' ' WARNTNG : LABEL
4 " CI RISER �i . � .
. ; ;i_ ` . �_�_yn ;��IN �
, .. : ,
. . 18 " IN : � gu..� MAX . ' � . . � �
,
. �. . .
' � . � � L ��, � . � . . .
INLET � . � � • �
.. � '
. ,
GAS- � '
WATER TIGHT SEALS TIGHTi `,
� � � � � � �APPROV�O
' �, p SEAL , JOINTS WITN
� --�— ; � ALM pPpROYED PIPE
APPRbVED � .
PIP� 3 ' —�- • � ' ON 3 ' OryTO
ONTO SOLID . � � SOLIp �SOIL
SOIL . pUN4P OFF ELEV . �FT . —�— � OFF �^ . RISER EXIT
D PERMITTED ONLY
. IF TANK �
� � MANUFACTURER
r��:-x`�� ' HAS APPROVAL
�.,,a .
3 " APPROVED BEDDING UNDER TANK
�� ���W� CONCRETE PAD �
SPECIFICATIONS .
. �:�: SEPTIC / � .DOSE . ;� . �, °. .��`�L�:�_; . � ..: . . - .
' '��NUMBER DOSES PER DAY�:�` � � ` ` ' . " ` , `
�� TANK MANUFACTURER : � '
, , � �
- ,
TANK SIZES : SEPTY�C !>�? ' GAL. DOSE VOLUME � INCLUDING
. ' DOSE �!� GAL . FLOWBACK : _� GAL .
-ALe6�M MANUFACTIJRER : ..S"' �'f ����b ' CAPACITIES : A = ���INCHES = l9Gy ' GAL .
� MODEL NUMBER : �p f. /� u�
� SWITCH TYPE : Ol/� ,ol�,�'f B = 2 INCHES = '' Z, GAL .
PUMP MANUFACTURER : ���T,f/L�_ . C = /� INCHES = 1J�' �1-GAL .
. MODEL NUMBER :
� . � SWITCH TYPE : D = � INCHESy�= d' �. GAL .
. REQUIRED DISCHARGE RATE ,�ls GPM . PUMP � ALARM WIRING AS PER ILHR 16 . 23 WAC
VERTICAL DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE . . 9 , �4 FEET
+ MINIMUM NETWORK SUPPLY PRESSURE . . . � • • • • • . • . . � FEET
+ � p FEET .FORCEMAIN X '�ri� FT/ 100 FT . FRICTION FACTOR . � . /, ,S`r/ FEET
• . . TATAL DYNAMIC HEAD ���FEET
� . � }
INTERNAL DIMENSIONS OF PUMP TANK : LENGTH � ; WIDTH , ; DIAMETER ______
� � - ' LIQUTA TH �i, ,
. � , :
. • , _ .
. , • . ,
. LICENS�E.��NUMBER : ' . •DATE : .
�'� S �GNED : ' ,.,. ' . , .
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N SAWYER COUNTY PLAT OF SURVEY
w � � LOGATED IN THE NE 1/4SW 1/4 SECriON 30,T40N,R7W, 3�q REe�a o
D 4 TOWN OF HUMER,SAWYER COUNN,WISCONSIN. se coR csM 5499
AISO BEING LOT 1 &LOT 2 CSM#593 57 45�W �p3,3�—\ \
GRAPHIC�SCALE /�576• ��50WR/W .
��O / �9 68� ' I
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N�6�5 32,.E / ' �ryl
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/
SURVEYORS CERTIFlCATE:
I, JEFF W. MULOCK,WISCONSIN REGISTERED INJD SURVEYOR,
HEREBY CERTIFY THAT I HAVE SURVEYED,AND MAPPED A
PUT OF SURVEY LOCATED IN THE NE 7/4-SE 1/4 OF
SEC110N 30,T40N, R7W.TOWN Of HUNTER, SAWYER COUNN,
WISCONSIN.NSO BEING A REfRACEMENT OF CERTIFlED
SURVEY{�593. �������������r��i
THE PBOVE DESCRIBED PARCEL CONTAINS 1.55 ACRES OF CONS`��i
LAND MORE OR LESS PND IS SU&IECT i0 ALL EASEMENTS `��\\\5, ... . , �'%
PND RESERVATIONS Of RECORD. v
,JEFF
THIS SURVEY N'AS MADE IN COMPLLWCE WITH CHAPTER AE-7 ` '.y=
W �
OF THE WISCONSIN ADMINISTRATPiE CODE.VrD THE MAP IS A = ' MULO�K 7�_
_�;. S�319 '
CORRECT REPRESENTATION OF THE SURVEY MADE TO THE -
BEST OF A1Y KNOWLEDCE AND BELIEF.1HI5 SURVEY WAS ; �'•, H W��d •'�;
MPDE UNDER THE DIRECTION OF TOM & BONNIE VERWAY, �-9 ,r�O\
OW 5. '.��LQ'SURJ�\�.
Z D'� ''���niini�����..
,EFF 1. LOCK'MSCON9N LAND SURb£YOli 2 19 OATE:
APEX SURVEYING
15614 WINDROSE W.*330
HAYWARD WI 54843
71Sb343435
715-9342739 FAX
CIJEM: SHEET 1 OF i
TOM&BONNIE VERWAY APEX 1065VER 07/24/02
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Certified Siu�e� �.��� .�:��"
� �
I, Robert I2. Svrans�on, alicr,ori�i� Regi�tered Land Surveyor,
do hereby eertify th:�t in full compli:�nce with Chapter 23�.34 0�
the lhribconai�a Statutez and und��r the direction of U. tu�de�n �nd
NormAm D���+y� owner� of ��id l.�xidw I l�ave �urveyed, divided, and
mApped the land herei� deccribE:d and tE��t such land liec in the
Northex��: � 02` the Southwe�t � of Se�tion 30� 7'ownsahi� �.0 North� .
�Zxn�e 7 We,�t� 'I'owr� of Hunter, :�Awyer County, VNi�►eor�gin de�cribed
wc followc:
Co�n�nencit�g at � ga�c pip� o�a the t��ort1�-South i� line of
Section 30-�0-7 (�aid garr pi}?e being ob the laigh ws�te� line of
Chief La�ie ) ; Thence north m�loaig ��id t�-S � lir�e 472.00 feet to
A pipe: thence cout}� ?6°45' �e�at ?63.40 �eet to �u iro� piiz,
then�e south 76��5' wegt 391�.2f3 feet to �n i�o� pipe whick� iu
tbe point-of-bQgin�air�g.
'!'he�t¢e �outh 3°31 � eA�� 2i�0..30 f�e.t to ur� i�on pipe or� tk►e
neAnder l�.�e of Ghief L�ka ar�d 30' irou� the r�ater'� edge.
�i'�en¢e co��h 6+�°55' we�t :�long the HI6AT1dEZ' line of (:hief
LAke 130.00 feet to xr� iron pipe lying 32' fro� t�ie w:�ter'c edge.
'I'he��e �outl� 76°4�' x�r�t s►lo�g t}�e r�eander line of C�ief
LAke 103.02 fest to r�n iron pipe l�i�g 30 feet frou� the wate�'r
edgo.
'PhQbce nortb O�y.O.g� eact 302.00 feet to a� �mgle irom-
ae�nented irt aoncreto.
'1']�e�aca xiort� 76°45' e+��� �?03.02 feet to the P.O.B.
The paaael� apQ to inal�dEa All thQ l�nd batwae� the me�rder
li�e and tl�e wuter'� edge botwe�eg the p�rcel li_n�s� ex.tended..
`l'he parcel� �are �um�ect to tbe �oint �tse of th� 25 foot
ro�d e�c�ament z� clxoxn on the tia�p; e��terly to the '1'owm Ros�d.
`l'he p�rael� r�re alco cub�Ea�t to ��.eetue:ntc and rec�rva�ioxi�c
ot recorc�.
,
�t : � � � �`
��,���a� �.
�owysr County,
�oeiv�d for rocord the J day c�l
A D 1� at o c�loc�Y� /
_���� M ur�d re.:ordetl in vol. 3 (:��
on pGge 3 �"
C� c
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Deputq
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