HomeMy WebLinkAbout0189 SIXTH AVENUE (HYANNIS) - Health 189 SIXTH AVE.
HYANNIS
m
i
i
f
- — - --- —
K S10HOIiN `A AiNNns ?r^ivr
9 rif
�i.lz a �I✓s �`
Wi
t 5 r �:-aa ts� i ! lei 9.�
Y' s - ;;
;moo j
LIJ
f, pt t w r C� m �` if
0 (nLli
Of
Fn
CD
L! cd
L i t, •�-;.°Rl;:�9:.a^..'•-r�_ �i _.�._ O �f,+ r H 4•—.,r '� - '�1
h I NOLLIGGV d(_dd
9 I `` � r� G
6'
UoiiL"�ipi!.ij'::_1 �li�fi�i
jr
ny
E.- K
tu
�� � �� � � r:`�LL � {-/ � / - SAS! c•S� "� _i !'Sl -_
L'L!
_
s -gig_ � J'
9•131 T -
s fit.,• '7•L! � -- -- _ _ .,.•.
TOWN OF BARNSTABLE
LOCATION SEWAGE #
VILLAGE �'>7- /Y -I ASSESSOR'S MAP & LOT 7-q3 -09-V
1 INSTALLER'S NAME&PHONE NO.
ve, -7
SEPTIC TANK CAPACITY
LEACENG FACILITY: (type), C V L(1-=c 1 3o') (size) /-Z-A Lt Lt X -Z-
NO. OF BEDROOMS
BUILDER OR OWNER r4,1- C. OA-e^-,
i. PERMITDATE: >
---1---COMPLIANCE DATE
Separation Distance Between the;
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
t
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility:) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist,
within 300 feet of leaching facility) Feet
Furnished by
.....................
----------
litio
A-1 -
21 4
A-V 3.7
TOWN OF BARNSTABLE /
LOCATION �(�� lai .�� SEWAGE #
VILLAGE ifsT' k,0,1 123 AOt ASSESSOR'S MAP & LOT Z y5®c,
INSTALLER'S NAME&PHONE NO. 7,7/ �j 9P
SEPTIC TANK CAPACITY 1 S
LEACHING FACII.TTY: (type) C V L—MG 13d') (size) /Z/ `t`'( X Z
NO.OF BEDROOMS
BUILDER OR OWNER F ,& G &n-em,.
PERMTTDATE: Z q COMPLIANCE DATE: 3LL�
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
Furnished by
1
i
- i
u
l
I J
No., (l Feed/_
THE COMMONWEALTH OF MASSACHUSETTS
Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLES MASSACHUSETTS
Application for Migpooat *pgtem Construction Perron
Application for a Permit to Construct( )Repair( )Upgrade OO Abandon( ) 5QComplete System ❑Individual Components
Location Address or Lot No. (9'ri Owner's Name,Address and Tel.No.
la�C5s- hf���,v�tsrar,.C tZcshe.rl �ei�ora6, r"aulcb.ua,,
Assessor's Map/Parcel 46 L-o;,jvt., ►Z P t Aur4l ) O;V bG�vo l
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
171 jt2 1'1 c�� S4 6sJrvvtlLrz YY1A 6Z6SS
Type of Building:
Dwelling No.of Bedrooms I=trac Lot Size /5. ?79 sq.ft. Garbage Grinder Ab
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow !/ 0 (Add bvdmgm gam^ y. Calculated daily flow H.50 gallons.
Plan Date 9122q j I Number of sheets o n e- Revision Date
Title S, i. ,i
Size of Septic Tank I Type of S.A.S. W&rk� C"-6, 12`,c.44'xz�(,hh
Description of Soil Pl.c«sc =fe. .,a„ v►efz z_i pir"ie
Nature of Repairs or Alterations(Answer when applicable) �,.,,,. any 9: GjN MJST SUPERVISE
� ITIN
,1 ION AND CERTIFY IN
E SYSTEM WAS
Date last inspected: ACCORD
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system
in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has been issue y t i B �, �
Signed Date
Application Approved by Date y �'—
Application Disapproved for the following reasons
Permit No. /���� Date Issued '— �i
BAXTER, NYE & HOLMGREN, INC.
Registered Professional Engineers and Land Surveyors
812 Main Street,Osterville,MA 02655 (508)428-9131 FAX:(508)428-3750
Mr. Glen Harrington
Board of,Health' l�
Town Hall
367 Main Street �� I
Hyannis, Mass 02601 0
RE: 189 Sixth Avenue
West Hyannisport
Dear Glen,
We have inspected the above noted system and find it in substantial compliance
with the approved plan. The leaching system was moved slightly to avoid damaging tree
roots.
If you have any questions or comments please call me.
Sincere
S hen A. Wilson, P.E.
cc: R. Faulconer, Bortolotti Const.
#99093
Faulconer.doc
Land Surveys Subdivisions • Septic Design Wetland Filings Site,Design
Fee C THE COMM1dW0,EAL•TH OF MASSACHUSETTS Entered in computer: V r°> Yes
PUBLIC HEALTH DIVISION - TOWN OFkBARNSTABLE, MASSACHUSETTS
01pplication for Otop far *rwm Conztruction Permit
Application for a Permit to Construct( )Repair( )Upgrade(Y Abandon( ) ' Complete System El Individual Components
Location Address or Lot No. �j s�K �� Owner's Name,Address and Tel.No.
Wc��F- N�cahnts�o.t 06h t E �ct✓orat� �aulcona-
Assessor's Map/Parcel 4& Lo;tVt„
G7Arcc/ l MIEN Cr 6&001
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
$l2 YYI�i.� s4 DSJ=rvt i LL YY1A OzbsS
Type of Building:
Dwelling. No.of Bedrooms (=IUc Lot Size /S `1 79 sq. ft. Garbage Grinder
Other Type of Building No. of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow //O 6OAJ hgdmra72 gallnnc pgr clay. Calculated daily flow gallons.
Plan Date a Number of sheets o ezo- Revision Date
Title g' o
t__ Size of Septic Tank Type of S.A.S. j,,ra�l„� Cbtn„al ors li.c44'x z'��H
Description of Soil 21 ,� JkA =10 Now ,,,,t_pI`,&I$
ItU
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system
in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has,been issued y t i B of a�t
Signed Date l3ll �
Application A provlby Date
Application Disa�_kr ved for the following reasons
Permit No. Date Issued
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE -MASSACHUSETTS
(Certificate of compliance
THIS IS TO CER IFY that the On-site Sewage isposal System Constructed(Repaired ( )Upgraded( )
Abandoned( )by / �dfc5
at has been constructed in�accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. D dated
Installer Designer
The issuance of this e }t shall not be construed as a guarantee that the system w' unction d ' Aed.
Date �f/ Inspector
Jb 1
------------------------------
NO. Fee // 1 t
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS
lwigpogal .5tem (Con.5truction Permit
Permission is hereby granted to Construct( "tepair( )Upgrade( )Abandon( )
System located at ,f 1` 1.0
AiR /(,Ia± +yam
and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to
comply with Title 5 and the following local provisions or special conditions.
Provided: Construction mus be completed within three years of the date of t
Date:
Approved by _ �
IE
C. A ' • : .
V
1 p
1
17
AN
� t� rg ��� it � •
{ ti a �
�-
IOU
f ,
N ,
i
�r �' fi�� 1 �i, � � Y999r'•�
I'>I(� q' -,-k ` j .F a Q I,___--�•a '� j''�rrF� ��
+ f
II�"
• 55
1
1 _
P M
• I�
is
L�
C4
�a6L "It, 7 BUNT 'f
T ++ •
Td
V
GAUtzOw.HJZ ¢�51 fiCF a
.tyi'�IAU2 D�A+�r ram' A t4L- Ann
i. eLPCkh4jOATfn,l r_Aaj 2a0 rirl>J
91YTH.AVfmiJ[1F 5rai E Ind"•t'_a. 7 Sp dy'.gr /,'4_z
alAE5T FE
i'iTAt4Nf5PQ��M
6 C� tl. lllit
11 �:
I t .
c n ..: 6
-
-
c ,
pp
ia. f I h J• c I
1
ZAV
IMI
q
I �m o•_
I !t R_i __�_—_ 1 I •
.I �• ��� I11I
m II•
f`
it,
It
� II
' �• -�� _ I -�- ---- __-__ - -- - .I _ - - CAI � ��
_ - - - - -- - - - 1 -
i'
, LU
i I PAULcgIJwa
- eiMtq J'j1.t�tE
SEco1-1D Ri00e PLAN yi0 MAIN
YARN+ vrHP
TOWN OF BAARNSTABLE �aC�
LOCATION / 4', SEWAGE #ei 0 s'Y6 '7
VILLAGE i�o ASSESSOR'S MAP & LOT j D
INSTALLER'S NAME&PHONE NO. /P a iA, 6 n 1
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) F2 y GA.:r =(size)
NO. OF BEDROOMS
BUILDER OR OWNER c'.
PERMIT DATE: COMPLIANCE DATE: -2 12- `.2-62-e
Separation Distance Between the: /may
Maximum Adjusted Groundwater Table and Bo of Leaching Facility Feet
0
Private Water Supply Well and Leaching Facility (If any wells exist.
on site or within 200 feet of leaching cility) Feet
Edge of Wetland and Leaching Facili If any wetlands exist
within 300 feet of leaching facility) Feet
Furnished by
��®
F
! s�
J/ ^ e
:�,�'f�.
� � �
' y �A
�,� � E�•
.�
��.� ` �.
r �� S� i
j
i I � \Z, ��
,� �. � e� �
� ,�
.. � '�'
.q
� ,
L G
N ZONES V-21.9
RB & A.P. #27 BENCHMARK
RAIGVIt LE BEACH ROAD RESIDENCE BOP�OF 1 SPINDLE
C
1-
MINIMUMS
4- =
AREA - 43,560
0 S.F.
> h
FRONTAGE = 20 I
2 WIDTH 100'
/ FRONT SETBACK 20' TREET
SIDE SETBACKS = 10' 0 N °' '
LOCUS = REAR SETBACK = 10'
18.3 x 18.8
a
` CEN'I'ERVI BUILDING HEIGHT = 30' 1957 TOWN LAYOUT 40' WIDE PAVEMENT WIDTH = 16' �
HARBOR / �
r 14.2 edge of pavement 17.4
x 18.4
CEA
a �-;11.$`- --�•' '�--'�14.5 �`s� _.�_.�'� 7.6 17.8;F Y
x 7.118.3 \ #405/11
1 LOCUS 3.8 15.6 o u + 18.4
L MAP x �4 (1\1
N87 21 36 E O
5,9 x 16.5 6.9 17.9 �'18.4 18.2 J
SCALE 1 25,000 90,00' 17.5C.B. split rail fence w
I lawn FND.
a I
ASSESSORS _,t 16.2 cn x Cl 18.2
MAP 245 PARCEL 84 ;
I I 3 17.1 FND. 18.2
1 15.8 6.216.4 garden 17.2 MM z
e!ec. meter <t i z x 3.0 15.5 16.1 6.116.7 17.2 I �0 v
15.6 .. o
�15.1 15.5 x1y5.9 16.3 x 17, 711
17.1 I
12.6., 15.8 1�.4 25.3' _
F
Q
D83IGN DATA x PORCH'
Z f�,..;,.;.3. I
SINGLE FAMILY- 5 BEDROOMSLL-w.,... t
existing foundation 0 �-
13.7 garage a, 17.2 17.6 z NO GARBAGE GRINDER 12.9 / f.f. elv. = i8.51Li
I 00 w
DAILY FLOW -- 110 X 5 = 550 G.P.D. 1a.s' ia'.'f..h xPry4i'..a S?:GcS w r
SEPTIC TANK 550 X 200% _ 1100 GAL. w r u I a
USE 1500 GAL. SEPTIC TANK ' �° =``F 16.9
Q 12.4 t k 16.9 I w
10.5' 25.3
i aw; a_ :,e 16.4 7.3 3
LEACHING CHAMBER DESIGN 12.5 2.4arden 14. _ M
9 f> 11210
12.7 1 DECK
ALL PIPES TO BE SCHEDULE 40 PVC PERFORATED PATIO r =z� y�
'd
I I
WITH CAPPED ENDS o N
USE 1 4" DISTRIBUTION LINE IN 6 RECHARGER UNITS 3 oz CS C0
IN A 1 'X 12. Q
2 44 WASHED STONE TRENCH AS SHOWN Q
c�v o 'Y� x 13.�5 15.9 15 AL w x 17. v� 6.7 z
LEACHING AREA REQUIRED co o a I
550 G.P.D./.74 = 743 S.F. cu ° L�\C)
eox•
o
2(44+12) x 2 = 224 S.F. SIDEWALL AREA o i �-
z
(12 X 44) = 528 S.F. BOTTOM AREA w
r c
752 S.F. TOTAL PROVIDED
z LL, o rn169 16.1
Uj 0 Kw nson Cherry so'i�24" 10'
c� 11.4 o to I j
r Jo
w O x 15.5
Z ?t '° q x 15.5, x 1ZTI' 15.4
Q .0 13.3, �,, 16 6
lawn 15.5 '4D
J 10' rri
12 t _
1� 16. 4.9
12"MINA FINISHED GRADE R
36"MAX. �\ ��\ /�; ��z COMPACTED FILL 1�aoo' 15.0, FLOOD PLAIN
2"- 00. 5 0 15 12
E
y +....q.. T x 11.1 0'
P AS ONE hedge 13.4 100 1 .3' 2 # 15:1I
,� 14-61
__-._
DOUBLE FND.OF 13.4
S87 21 36 W
JAMES G. & SUNNY V. NICHOLS
'4 WASHED. STONE
MARGARET K. TORRES
PITCH PINE 012"
SECTION
Wa WHITE OAK ol0"
NO SCALE .PL" Off' .Wjr 5..IU5.j,251� 5l 6
AREA = 15,979 S,F, •
GRAPHIC SCALE
0 20 40 P-NA o► Kr,�
O o� .
ELEVATIONS ARE BASED ON N.G.V.D. a us
l COVERS LOCATED TO WITHIN 100 YEAR FLOOD ELEVATION = 11.0' 2W740
I ��.GISTE4�
� 6 OF F.G. �s'0k I
TOP OF FND. F.G.= 16
- 17.5' F.G.- 16
INV. Cam • F.G.= 16t'
LEVEL
14.0 1500 GAL. 4" DIAMETER - --'
INV.
INV. LEACHING CHAMBERS
13.7 SEPTIC TANK T DIST. SCHEDULE 40 P.V.C. �� 1{OF,n qd
13.4 INV. =13.2
BOX
v...,.. �.,; INV. =13,0' INV. = 12.7 rEl f ,
10.00' ."`..`+�, "
6 STONE BASE
MIN. .... y
BOTTOM ELEV. EL = 10.7
T� � S Op,1L
6 TOTAL UNITS 1 STARTER,1 END, & 4 INTERMEDIATES. PROF11� , ,-
330S TYP. 3301 330E 2 62' N O SCAh�E
2.63 7.5' 6.25 6.25 6.25'6.25'6.25
1-1.5" WASHED STONE NOTES
1. REMOVE UNSUITABLE SOILS BENEATH PROPOSED SYSTMI,', BACKFILL WITH
SITE PLAN OF EXISTING
j c�•i CLEAN GRANULAR MATERIAL FILL TO BE GRADED A5 FC _LOWS: NOT MORE CONDITIONS
THAN 15% RETAINED ON No, 4 SIEVE, NOT MORE THAN -)0% RETAINED ON
l ° a' • , # 50 SIEVE, OF FRACTION PASSING No. 4, 10% OR LES,- TO PASS # 100
SIEVE AND 5% OR LESS TO PASS No. 200 SIEVE, SOIL .,-o BE APPROVED AND PROPOSED ADDITION
A 44.00' BY ENGINEER FOR COMPLIANCE PRIOR TO PLACING ON .,ITE.
PL!!t� OF L�CatACH TRENCH 2. LOCATION OF UTILITIES NOT SHOWN ON THIS PLAN, AT ?EAST 72 HOURS /�PRIOR TO ANY EXCAVATION FOR THIS PROJECT:CONTRA ;TOR SHALL MAKEAT #189 SIXTH AVENUE
SCALE: 1" 20' THE REQUIRED NOTIFICATION TO DIG SAFE (1-888-344- 7233) AND
APPROPRIATE WATER DISTRICT TO DETERMINE UTILITY LOCATIONS. IN
3. FOR ALL ASPECTS OF THE SEPTIC SYSTEM THE CONTRAC''OR SHALL COMPLY
FEMA ZONE B WITH ALL GOVERNING CODES AND REGULATIONS. IN PART! , 310CMR (WEST HYANNISPORT)
COMMUNITY PANEL NUMBER
250001 0008D 15.000 THE STATE ENVIRONMENTAL CODE TITLE 5, ON SI1 SEWAGE DISPOSAL BARNSTABLE,
MAP REVISED JULY 02,1992 PRACTICE REGULATIONS AND THE BOARD OF HEALTH RECOMMENDAIONS FOR ACCEPTED MASS.
A00 Tiofl
I CERTIFY THAT THE PROPOSED FOR
SHOWN HERE ON COMPLYS WITH HE SIDELINE 4. THE CONTRACTOR IS TO SECURE APPROPRIATE PERMIT FROM TOWN
AND SETBACK REQUIREMENTS OF THE TOWN OF AGENCIES FOR THE CONSTRUCTION DEFINED BY THIS P_AN.
BARNSTABLE, AND IS LOCATED WITHIN FLOOD
ROBERT & DEBORAH FAULCONER
PLAIN ZONE- C AS SHOWN. 5. ALL STRUCTURES BURIED DEEPER THAN 4 FEET OR Sl '3JECT TO VEHICLE
TRAFFIC SHALL BE H-20 LOADING.
DATE: 9-28-9� R.L.S. SCALE: 1" = 20' DATE: SEPT, 28, 1999
6. SOILS IN AREA OF PROPOSED LEACHING SYSTEM WILL 3E CONFIRMED AT
TIME OF CONSTRUCTION. I
� OFFSETS TO THE OPOSE FOUNDATION SHOULD '
NOT BE USED TO EST H PROPERTY LINES,
7. EXISTING SEPTIC SYSTEM IS TO BE PUMPED AND FILLE i WITH SAND. BAXTER & NYE INC,
I ,
8. INVERTS TO BE ,FIELD ADJUSTED AS NEEDED TO ACOMODATE REGISTERED LAND SURVEYORS
A PLAN REFERENCE: BOOK 34 PAGE 23,
CIVIL ENGINEERS
EXISTING PLUMBING.
DEED REFERENCE: BOOK 8966 PAGE 286. ❑S'TERVILLE, MASS,
#99093>
1 I
---------------
I
-._
'r
U
a
I�
. I
q I
r
«-.Li 6 W _
� I
1 . 1
,
1 I,, �- T H -��1j'plc l '' t:p ?I
TiC
3
=71
0
Li 44
, 1
MIA-' T"l
CAI
i
-
e j ff
I .
� k
,'•... .. . ,• _._ ,d,mob �y�,. -
l
i
1
ri L�IrJr ti T1>1 :2 '4li ; ',A
ci
IS.r A AT t4hr"r�.r.� 'Nf1J�4 1 "L}' -R IX ,j '0 (y"r 1 � F'Ll -�-' 1I� �. r:-� Lylr,t-off.
-
,
r S+1
t^• 1"Ld �4 4-�
PA
c-. U F 14 r'I d yl •f N
I ' j � �� I5-r-..,,. f•.,z: .1�.r' �_ __ - -- f r I
�,*•rW'c.J`t �1 Pr r
_ --
AT
I - -r I�.;- T
y } l - JF IN f'A..J \�f-E'• C LG) }��i✓tl.� 'Z^-�" ��' �' +
Lr r
fa=L 1 •.;��►,h �� n rat, `• r s i M ArC e-Cs TO
.-.. � � p I � _ _ tq ,• r#fir, � ., ��
4 •
Crj,t CE T_4 7' ri/ r f,r
. t
i F, ......
47
A _ _ _ _ . _
. F y I_n: , .'T;. -1 ( f?�f.q +'✓f_ `ST I}lG. E�`�', IVALL �r
d
_ w 4y 4
Fr4.0. E1♦� I p M U q �•
1 ) - f3 PF � `Y z
! C�,.,.�-� ..�, •ir _ .._ I � � � -�-�_.wry:-%.. Fir� �'"It �� � -- _.. U..-J F�` = 17 . •, ' � �
i .
a �,
I-1 ,;. #
�r• r /
-- � I _. y �,rl��� t-r t� l~ 5 f_ L'.��" I ->• . -, P. � ti^.r.,l t. . > F-
t TI' �� � w; �I� Tn 1a I , �,Y' _ +a
�xl�'rl1i� ��r\;i.tr: i ram' I _q i r•� l , ��'P r
r_ -
/r Tn R' r' i" ," �1 F_{I - V tom. # I ' C� '
'Tn r
c 1�, ,�- - i - _ _ o - I = x I Iwo x I ►W G ETl=i_'r:- 1L-L
- � r I .ir•. rr '1 G �' tl: Vh_!-.A ' I v� C1�L
7 n*ter, u/FS
J�l
`„►
I.
�c'7 L11 LX P.,QA�! �V?i.�
--- . _. ._... .-.
l
�Ar 1
7T'x�L�1 y. r=.� I�, 1 I t •. _J 1: I - ;.. - ,- .I- >•r , . � .z� I d • �, �
y 1 ,
VA
AT
J.
= - _ T v,c _ ��
I I°
i
Dflu
W'
414, r r UA
+7
Av LtA l,•_1 fit,) "1' l 1 v
Alt
i '�-tier,7 cm^ti I b' WLrJr I Ll
>Ati.1. J rt'V
�c I
p 11 CCU 4 P 1 ,44 L Oc J i,�N __ _,_ _ i '1, �' ."✓ipE �t 1 r' 'i , •'�� r_4;
TE.1>� (hK' r''r" f'1 rl�
l • ^ h
f I 'Jo': ► i��-'�' AT a (�+>'j:. C,Ce _ - Ace-,- '- -'��" r" L_ I _ •�' 1'_ _. ._ ..,. . . .
T '� i�F.1 f
�k
, a.
e�j ire
� .
G" �' _. '1 '!a` 3 fL, „41 \_ tyCt(�� F 7 - �'r'rhlr� IC, SI �. .. i
' I 'J I
n i r t=. � 1, r�C r-s? r L.<, (r� .r � rr� �� a' �' 4- r- _; 4 a` 4' 9)' _
•
i
• VE►� ' ,- �1� �,�,I`�TI'�, - �',"� ' ; f ��P /.,,s_ ,i:;` �' i}i rJ1=n .,� `F-�%`T r"�Vv n ��iJ,,c-•r"
r �...t,, ) � � �r 1 F,1€,r TI 1"r I �' '`•+ S TM �+
ALZ)V--r- r�p.-, r•C T �., f'%, j-1 �J fir. -1-�; - -rr7 j� 4 . V+ 'i._F :3 ''T+ ~t: h11 _ .. ; w 1► .�I� �1' r ,.
rt r,y,,.. �; y. f 7 r F N f�+f' � ��l-1'hl I S% i? 1..� �. MA r.}r W
f"1►•:Ir J �.•..1] "L( 1� C7 U�/lT ' �LrT(� ►� G'N �� PLA.f�j (r sx,, �
r l�
r , -�v�r' I , F= +'� ► a Is�,.�� ,r�l r _ r '.f•- SEP 8 1999
�1�,-, �t >' rc? �� ��� S ��A INTF', IC'p U Ir' � ��� r r).0 -'';. f�__ - ! � f`! 1" �cj� '`4� F.1FV' ,r�t5� t c:A�Vvf L (i€ 2
VL�T07 A V I k. ti,;� �' 1 r la-', I { I�r �r r- ��------------------
r