9801_WilsonLF_19900330

II�NNI�NNIIININ��r��I��I��IINNIINII���III�I��IINN�NNMII�lllllll
Permit: yid-01
Name: Wilson County Vertical Expansion
County: Wilson
Shipped Date:
Box: SW- 11-057
Document Type: Other (0)
Document Date: 3/30/1990
Division: Waste Management (WM)
Sub -Division: Solid Waste (SW)
Document Category: Facility (F)
Document Group: Authorization or Permit (P)
Description: Map:. Maps in Roll: 9
Permit: yid-01
Name: Wilson County Vertical Expansion
County: Wilson
Shipped Date:
Box: SW- 11-057
Document Type: Other (0)
Document Date: 3/30/1990
Division: Waste Management (WM)
Sub -Division: Solid Waste (SW)
Document Category: Facility (F)
Document Group: Authorization or Permit (P)
Description: Map:. Maps in Roll: 9

A
L1.4! K U Is] M 4- C-Ak A
PROJECT NO, G89109
EM
16 1990
0
h'A
STE gRP
Engineer
Municipal Engineering Services Company, P.A.
Garner, N. Cm Boone, N. C.
SOLID & HAZARDOUS WASTE
AYnw6Yt&- 3-3� —
n
r
C-
E AFTNMJ��"
AT
D. 00
by
Professional Engineer
SHEET I of 9

I t�' 1e>C�500
ME
11519000
/ \00
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x 117.0 \�
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it
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DATE I
BY
I REV
I DESCRIPTION
MUNICIPAL ENGINEERING SERVICES CO., P. A.
CONSULTING ENGINEERS
BOONE, N. C. GARNER, N. C.
wIL.e,0Q
60. VV--:�TIGAL, t✓XrA1.1hIo1 J
'" covoTY
of wlL�o►..I, Q.0
TLE
EXIevY
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.ALE: 1"= 100'
1DRWN. BY: .JL,5
PROJ. N0.
69109
DRAWING NO.
2 of 9
ATE: LJOV., 19ag
CMKD. BY:

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2-15-40 2dFI 1 WE'rLAtJr7l:;' t LJF'rag
DATE BY I REV. I DESCRIPTION
MUNICIPAL ENGINEERING SERVICES CO., P, A. .
CONSULTING ENGINEERS
BOONE, N. C. .GARNER, N. C.
ROJECT WILX-,;,DIJ GO V�t�71GAL �xpQ{J�IOIJ
WNER coiJIJTY OF:: W I L.c-.,oQ , ICJ. G.
TL pjof212oW . AIZI,A - r: (NAL.
Go w-rou 12:�2 4, 4,otilTl2oL.
GALE: I"-- 1001 DRWN. BY: -JLb JPROJ. NO.1 DRAWING NO.
ATE; WC7V. tqB`1 HKD. BY:

160
PROPOSED
FILL
o
PROPOSED
FILL
15o
0
c�
140
130
I
EXISTING
GROUND
120
-- ——
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BASELINE
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_..................
L Ex1c,-T cwoLjkjp
SCALE
VERTICAL EXPANSION
OF EXISTING LANDFILL
Municipal Engineering Services
Garner, North Carolina
PROJECT
SHEET
G89109
rap of 9
Rdwy.Exc I Fill
A I V I A I V
16 `t' 0o
r 00
1 "=1 0 ' VERT .
1 "=100' HOR I Z .
CROSS SECTIONS
WILSON COUNTY NC - OWNER

2�ov rti (. oatJ�
k�-hJGAe, e M r__"-T
3:1 _5:1 I 3 1
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ry P;wr- I0u-_r(GtI)
+
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3.
ou-ru�T P1P� 44
IL I
- R1111hN pLAI�I pLAl�l
TrFI
OP or LET
MIh1• "Go�lL. EItC.: 5
('L�00 p.�,,l.� A OUFtl7 TY PVL lJA1ZP To L.&reWARP -fo
IF1L�f/, OUTI•ET F'IP>✓ RoP II�I�ET LA,TERaL L.A'TE.RAL
S G,RAD6 CrRaDE or- G)mt?e �4_4
7 �122pGe
Pvc. DRoP INLETCD.I)
UOIC'. e-A-b-& (-Lv:�,00 F­�,,I)
W/ (v x 0- W 2.a1 . W 2 .a1
WELDED WIRE FAeRtc,
GiEGTIU0 GTIOI-I
TYpIG,4L 0120p II,I�_�-j" TYI�IGAI.. @ T�1212AG�
�T012M DI2AII�l b�TAll_�
IJOTE:
�" nf:P TN )=1L-(St� Gt�G.VEL o13 FILTEG� -
CLo7N t5aD uuvetg Rr- tg,(?
,-, E ;-,GHaPL1Le FOIZ LENGTH,
WIDTH AND dso iZII� 12n.P
2:1 hIDE ht.OpE
APE_-4,-folJE
�- I�Ip• r�'o'p�•S
3
�La2ED E1.1D 1
Gi ELT IDI.1(F. E.h.
LEl.1G-r7H
-TYrIGAL OUTLET I'F3 ECTIOU PEVIGE_
I..JO're :
TF-W,AL �a12,Al�E OF-TE12s{�aAGE
O t71�iA11J IIJTO I71�Op IIJLE�" ,1 FIIJI�
10-o G�t�,At�E
S� on
JU E MAT
E I�EpTI-I VAGL,IE� (1211 MIIJ-) l�'tQp�ILI�E w/
JUTE MAT
IYF16AL - EpwI 46E PET,I L
nmop
QLET 4 z--;ToV)M
noA Q e,7G4EnULE
nl;op IIJLETeq f ririWe4
oUTLET
pp oTEG71oIJ
NoTE�:.
I. ALL e-,-rovw pipe TO 13E pvo "pt5w MA - LOCI' 13Y
J-M RIPE GO. , ol, EQUAL" UIJLEC2C2 OT"er? jic2e 1-14TE17.
2. t2MOP 11JLET6:;, 4�,1-iALLL E3,e A MIIJIMUM OF 3G" t71AME-j"Et2,.
dTE:
Tw >_ o.5 PiAMETEt, •'• USE
W/ OaEo'rEX-(ILE L11�1EIZ,.
5: 1 FLAKE UI rem LIIJE
I*? I.
Q0..
EL EEV
"All
ELEv.
11151,
iIJLET
Gpe_-,
IkJLLI:T
pipe PIA.
OUTLET
e pev
OUTLET
plp15-- ILIA.
OUTLET
IJO.
IIJuEI�Y
OUT
LEIJCTN
lclil�Tl-I
-(oIJE
d
I�EpTN of
�TO1.IE
1
130,0
12ro.0
31
31
24t1
1
'12510
10
7'
2
130.0
12y.2
33
33
24"
2
124.v
10'
.3
130.0
1 i3.1
23
23
24"
3
111. 0
14'
4
130,0
1'Lz3.°I
25
25
241`
4
125.0
. 1a'
10
0. yo
i21.$5
24'`
5
120.0
2'r'
- . ALG��� KOAI� �jY012M ni2Al N �LI'-�I�I�LaL�
• pl>pIIUC�
II`11��T 1�12oT�LTl01`1
OUTLET p12oT��TI oN
LvLA'f1oN
y ICE t
LENGTH
Gay
ItJ�/fyl2'f
IIJV�IZT
IVO"r� � _
I,ENvrrH
WIDTH
r-,TON.
17EI�H of
MATERIAL
gLoPE
(QZ5)
IN
vUT
U�� ti1.G.t�o.T GL. I IZIi7IZA1'
dgv
�.CotilE
SOUTH AC,L•ESSKot
3!i" ALP
8o LF
5t
112.00
1o9.roo
LINE PITCH w/9IP12Ar 101
7.0'
oI8*0 '/CoW AlCaA
&D 3.0%
UPSTREAM OF FE•5. To EL..
0491t-rH A[1,E-f16 Wt7
30"
117.80
117.00
LINE c7rr4_H w/IZIPrZAF' 10'
•jOt
11.0`
0.50'
1,0'
TO FILL AlftA
�o
UPSTREAM of To EL.
NotZTH AGGE J P.
&0" CMP,
100 Lo
?q4
g5i.00
91.00
L105 171TLH w/t2•IP12At� 20'
Gj(o'
0. coo `
°ro- 601ZWOW AIZE A
&D 4-.O /o
LIPSTtZEAM of KE.42• Tv al-
hoyTH A6,(51" RP
/o - GMP
13o L,F
201
85.7o
Bo.5o
t.,1n1E Prre H w/FZIP1ZAn 70'
moo.
Zq,o'
To 00MI20W AWEA
o, 4.0"/o
UPhTI2EAM of r.9.47. To EL.
12 GAUGE 4VX4" OR Z" X4° WELDED WIRE HOOKED ONTO
PREFORMED CHANNELS ON METAL POSTS, OR FASTENED
TO CEDAR OR WOOD POSTS W/ NO, 8 STAPLES.
ULTRAVIOLET RESISTANT (BLACK) MIRIFI FABRIC
OR EQUIVALENT SECURED TO WIRE W/ METAL
CLIPS OR WIRE AT 8" OFF CENTER.
00
MAX. SEDIMENT STORAGE LEVEL. REMOVE
SEDIMENT WHEN THIS LEVEL IS REACHED
OR AS DIRECTED BY CONSERVATION
INSPECTOR.
=0 •- _-
-- -�- SHEET DRAINAGE (ONLY)
NATURAL GRADE
11=111=I11=lfr-_�Il
_ , _!� ly ( CARRY APPROX.12" OF FABRIC INTO TRENCH, COVER W/ SOIL 9 TAMP BACXFILL.
%-!
' _(,� ' Ins CARRY 6" OF WIRE INTO TRENCH.
r
�IJ_ III METAL,CEDAR OR 4'X4"TREATED W000 POSTS AT IOI O.C. MAX.. CEDAR I3
III ; J = WOOD POSTS SHOULD BE 3' DEEP MIN.
ll�y_41 1
e2ILT f EQ6E nETAIL
IJ.'f `J.
Top to
Ise, kJ►t�TN
YrE IA1I
p Awe lc.Jl l?j"F--I
Yn II E5
ntvEpv2ioW P56H I P.
AMPED
ACV- L IL
JUTE MAT LIIJIIJG-
-TO E5E TUI=4�)Et7 D0kJIJ
A"r,> 13Ut;1Et2 AT Top
OF PITCH
- UIJI7Et�LIIJE w/
< MII�,AFI �loo FILTEt�
FA IG Ot3 EG)UAL
%�
.T
TOP OF BERM RIP-RAPCARRY SIDESP
DES OFSPILLWAY
Tot-> el-evA,-fIow -r- eiTowmI�.l4Tm, -
111 = �` 1' FLOOD STORAGE ZONE 1F S WASHED
FCC Ir--- ---- ----------- -'�°-
IT1 3' SEDIMENT STORAGE ZONE (TOTAL BASIN CAPACITY) � ;- =
F--L5'MAX.SEDIMENT DEPTH
IIII•=I! I.a
1'
MAXI►(UM LEVEL OF SEDIMENT COLLECTED -
CLEAN BASIN WHEN THIS LEVEL IS REACHED MILD.
LONG 1-fU D1k14-L SE.CTIOW
SPnLwnY wlvr,I _I
I
ToP of
ypILLWAY �L.
..- . 7!.
t3or•fe,..I wloru
��NS�/�RS� SEGTIONSEGYION
FILTER B&51N PETAIL.
FREEBOARO MIN.
MAX.)
"I RIP -RAP
UIJI7Eml_iQE MI/ MIp,AFI
900 FILTEM FAeRdG
C 1P4 1=c4LIAL�
8
z7 LT e5A►67IQ 626HEnULE
NOTES • 1• t3Ae-;IIJ 67I­4ALL M GLEAJJet-2 OUT AT 12 MOIJ-rq IIJTeAVAL62 ot;,
tc "el-11 MAX. 62e:VIMF_UT Lr_VEL 16;1 FILI_re z, 61;AVEL.
AC-, ISEgUIVer.>
2. 65)pILL 6.7NALL t5e GOMpAGTE1D TO 95% ATV p17.0G-(ol; MAX. t2I:Q62ITY.
3. lyiTA13LI�Li VEGII:TATIoQ 0Q t3EI;M4;v.
bOTTOM
Sri LLI, Ay
15EI�M
�L�v.
LEIJCTN
wII�TN
eLEv.
wlt�Tt-i
�LEV.
1Jo.
3
-74'
3?'
87..ojo
12'
'11. a 1
92. 5
_I 2 -roP of &eizM
I ,,.�1•
l321G UIJDER ;Z1 P iZAP Dc,p n 0 r-7
RIP IZ�.P1ZI -Tt1JGiplLL.Wa-( M(1..1. I OI'-7NIc�
IZ I f- 12 A r-> 1__? p 1 L_ L WAY D E71" A I L_
1.1. T.S.
3. All netting in ditches must be over the proposed mulch.
4. The proposed thickness for stone treatments must be adjusted to at least
1.5 times the maximum stone size or 2.25 times the d size. The minimum
thickness for NCDOT Class I rip -rap must be at least5Q8...
5. The dimensions must be given for the proposed concrete anchors at each
riser basin sufficient to ensure the amount of concrete is consistent
with the.design computations.
nivEr 2ioO nT6H ��HEntJ LE
ri JGoN
-rYp5
TOP
nEPTN
vt�p6ij Y
tP_5nT5
A
8. o'
1. o'
4•. 01
A
t3
10.0'
1.5`
4.0`
4.5
e. 0'
4.0'
3. 2 4
C3
9.O'
1. 2 Zj
4. O'
1=11. 01
3.7
4-
A
'7• o'
1. o'
3• o'
2. 0 2
4
13
15•0'
2.5�
S•O1
LI�.28
5
i3
4-.0'
'
�.o'
&.71L
A
7.0'
1.0'
3.oI
3.29
7
A
12. v'
2. o'
4•. o `
E
TOP OF BERM
EXIST. GRADE �- \
--'�\
CREST OF RISER i / pSTAND
ETAND 2
1i
BOTTOM OF BASIN I -'�- �� _
CORRUGATED METAL------' CUT-OFF TRENCH
PIPE (CUP) r/111 SIDE SLOPES
(ENTIRE LENGTH
OF DAN)
IS'_ 0.
20' . G.
50'.0•
RIP RAP SPILLWAY
S EARTH BERM TO BE COMPACTED TO 95%
STANDARD PROCTOR MAX. DENSITY
�1
RIP RAP OUTLET FACE
OF SPILLWAY TO TOE
\ Of BERM '
EXIST,
=RAGE
- ANTI- SEEP COLLAR
(2 REWD•) 5, X 5, S0.
SAME GAUGE AS CMP
RIP RAP
OUTLET
RISER BASIN DAM - SECTION
N.T.S.
RISER BASIN
BOTTOM
SPILLWAY
BERM
RISER
CONDUIT
FOOTING
OUTLET PROTECTION
NO.
SIZE
EL.
SIZE EL.
EL.
DIA.
CREST EL.
DIA. INV. IN
TOP EL.
LENGTH WIDTH
STONE d50
DEPTH
1
1 1
120 x 60
94.50
,
18 100.50
102.70
11
48
99.00
11
36 92.8
9-3.5
1 1
30 . 15
1
0.50
1
1.0
2
120' x 60'
104.50
22' 110.50
112.70
48"
109.00
36" 103.0
103.7
30' 15'
0.50'
1.0'
4
152' x 76'
86.00
F20 90.00
92,00
36"
88.88
30" 85.00
85.7
1 10' 7'
0.50
IA'
BASIN IS
TO BE CLEANED OUT AT 12 MONTH INTERVALS,
FILTER GRAVEL TO
BE REPLACED AS REQUIRED.
NTI-VORTEX DEVICE
,ASH RACK - Z� 0 STL. BARS
CMP STAND PIPE
4t467 AGGREGATE
LINEAR PERSPECTIVE
N.T.S.
3,-QII
I ,
ANTI -VORTEX DEVICE
f - (SAME GAUGE AS CMP)
o TRASH RACK - 2 A STL. BARS
CREST OF RISER
0 0 o Z"A HOLES 0 10" O.C.
O o 0 0 0
W ' ° , o N.C.D.O.T, AGGREGATE # 467
MAX. SEDIMENT ;- (ALL AROUND STAND PIPE)
STORAGE o 0 0
a o 0 0
BOTTOM OF BASIN
_ M m s u(<(q„gill
CONDUIT 6"
CMP TOP OF FOOTING
slope _' -'-� 12 MIN. ALL PIPE IS CORRUGATED
METAL PIPE (CMP)
CONCRETE COLLAR CONCRETE FOOTING
w/6x6- W2.9 x W2.9
WELDED WIRE FABRIC
STAND PIPE DETAIL
N.T.S.
2-IC7^90 ,QdF '( ntr t Imo-'( t� Mad (1= (c A-f (o ry
DATE BY REV I DESCRIPTION
MUNICIPAL ENGINEERING SERVICES CO., P,A.
CONSULTING ENGINEERS
BOONE, N. C. GARNER, N. C.
PROJECT WILSON CO. 'LANDFILL VERTICAL EXPANSION
6W-NER COUNTY OF WILSON
TITLE e-
20I EI;�)06210
60Q L nE A I Le-2
SCALE: N.T.S. IDRWN. BY: VAR, I PROJ. NO. 1 DRAWING NO.
DATE: NOV. 1989 CHKD. BY: JDW G89109 7 oP q

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- . - 2 (O � k I. Construct Permanent diversion ditch 02, portion pf � -,
f�l�/EIZ5101�1 _ 1 ! dtvafaion ditch at; on ti<sat side of exi3Lln9 aecela'drive;•`
,-i SOO AvjI _ - - •• - 01"r 3 - -­ • Q -,temporary diversion ditch on West side of aeGss ib8d'and ' _
'a - i - 0I O - / / � J I •/ / �- 1 �P- . 2. Construct gout I aecsas ioad to 'Proposed borrow' aces; 'r _
- // O , I 1 n p � 3: Clear initial work arei'as shown on development 1"
A� ?% l�� / / /%` X Q (Shet 9 of 9), Tamporarlly'sald all exposed *rose.
/. i
- VX I
/ :q'
L 0� 1 Q . 4,'Ftll-work area vith esfuse, keeping -daily VorK 04kAll t
. / • C \ t% VEh,� 01.1 0 minimum.
- ,-
i, •
/ / t�l GN 4 0 a,"Conatruet te�raee on face of fill alo at a io rt1'e,:
/. - z T ( , ,PPP t..
i i _
k
//\/ "i;
e 1-vation T
�/ ,A oU L �G Io1J -
0
6 n t•1 PV d�'1�'s as ,1 •s `e
- - - - / � t2!✓VIG � 4 I a a t c ran ystaol fT t lope, re iuilt upend, �, `
- Q
/ .4 , - i x
` / i23 aysi e■ is needed:. 1 :j:
. . / ,q , - 0 7. As elwa,ton pf fill aroa naaia 140.Q in`in If1 n?ock
- _ , ,� �� / ,% Z' , / k - '
• ^ A k Q i3 area. DrePan'.eeond work eras, (aYshown on Owelopiril$��
�' - , , Plan) for•filling, i. ''• at1�
. .
/ / , ` / I' O / . I O I 1, wt. n°ft T in"' " , sT Vork a a cM a ova oiv ✓ i
/ •• X X 122.7 l r. r A s 1 ti t 1�;01
APPIy 12' intermedimtt coveA, Operator stwill ensur�'9hat:j
L -' -_ \0 1 - �. a minimum zz aloPa'.ti■aiMained on 'too to ehsur",,,prd�it •_
- } / • i% / drainage• _ _ -
r' / ouTLrT pl�� 1 ---- - �5? ; S 9. Temporarily seed top of ii11 Brea.:,
. ko0 I \- �V .- - / O O r1Ya y, seed `finished portion of fills '_
, _ ., - Q 10. Ps *Any, lop-"'''
.. �- t' -H.p �L. /
' \ /v y - - , - \ - - i X 1V - (V 11. Proceed with filling imam orderly manner, ei•shown'on' ` ,
• 12&. 1 Fill Area'Develop"nt Plan, baing'wro to prevent any,j
' � f � \ 12 S Pe 9 4 o M on top of existing fill:
/ /./ �% ndtn fat rti star
, - \ L - '.
1 •. `' • Q ' 12, If demolition area is-sti11 Lin up as area 9 is being
} : \ �c - k X 12.1.0 / - finished,"proceed to-fi11tag 1n area, a -and leave acuir
, r . - Q J - , road open" , , . I
,0:. 3
t3. khan' southern'section%Ms been filled to Nithin to feet C.} , '
r- -. \, _ / •• Q O _ Y 1 x of final elevation, begin tinst lift anapplication of',h•
- - �' 111III ti - 1' - /_ - �/` (�� FALL I' linen cover. .,..
- , - x. II O � - 01%/ 101j •
CC \ �?, 14.-Cogatrvct north access road to Propesgd borrolr,aree, ,`, ,
- GXP�p 9 2 A 12G,3 �t�l' I-1 1 A�7�A
i diversiop ditches e3i �e4, and 9T and "!1 94-• r,d ,. :'.;
C telrporaril aB, stt'ax aed ., �.= r. ;
PeMo. L I oil �,: M,= ,�',:,, �-
�T _\ / �s.:P:r�al,.nt;y :.a . ,u- srr►-a.crion es - _em^
, Af��A ..\. - V • apeetticatio - , -. 2�c:
1 le / / ` / 16. Proceed1wtt'
X I17 ` \�`U G -ram '--� ' h ti111ng'of nartMm section }6Iju1 b, ';;4
V / I Lprotadun used in aoutMrn seetton.
e r'\ EXIZY 101` faAZLIIJE-
x 119 0 . ,� e• . GENERAL I+2LE ' ` `a ..,-
20000 .� _ , , _
ie 1,.Dtversiori di�che's,`riser basins shalI.be cantinuously
t2IVe IOIJ: - _ r - -_/ malntained,untll landfill operation has been completed and � / E6EQ P ••'' '
- VITCH - \ �� - � - permanent Vegetation is established. 'l, '',A _n
o , /� -120F 70roPF_p GOIJ-rOLIV .:.f
• X II 2 - • - (\� 2. Silt fence and lute matting shall be used during various' _ :.
% - � - -q5-- �X1�TlI_. _ GOIJTouf� yy,,, ,
phases of construction to prevent any erosion of cut or •',
j fill, slopes constructed during the operation of the -*-" bIVEf?i�lol� I�ITcN 'm''' :
landfill.; _
x I►, 9 •• ! �/ ---iI' T5t;t,AG-NIc,N ► z:51:4:
�� �_ \` 14 3. Temporary seeding shall be performed on all fill or cut'-_" q
, - i _-1 _ S slopes as soon as practical during construction. / �iC ITT ll._IA GA{JAL I
\ --' , , o �, x / TYi�E1TY1�� til\/Et�,?lO1J l�t.TGI-� �IZE OIZi - c
- �/ ` Q 4. All slopes 3:1 grid steeper shall be seeded ,and covered ((Q .5 ice- i TI i_ y 4 r
�- f t / 7 TY1�E 'GNAI,IC�E t k3
_� .� 20 2 3S O O with Straw 3nd'asphait tack. X
-- f ', _-I k /Op ��� O 1 f I S. Erosion control measures shall be Permanent unless. -f-f- GjtL� �t�NLE`(T�Mi�olZat2�,ri '
' \ ---- 11. . r- lJ -- --___ ' �` - 3p 35 - N - - otherwtse noted. _ / __ _ .
I�t2ot�Gt2TY 'Llt�lE,
\\f _ �J �_ Q� - X-` �_`- �`-6,'Temparary'erasion control measures maY be removed after '
�/00--__ ��-- O �-- y,i _ Q k\� permanent vegetation has teen established: ��•• s w��IC .�t2�/31 '!.{Mt`rG7' '
�� �-- p -� O.\' vT'� �' . i< 11`i.o f -_~ 02 1�5,VeLO.pM51:li' SFLTIO?J ;
__ O _ �� rt`\ A \ ��,I / �- .4 --- �_._' "fEMt?otZateti''I2IvEt4Staly
• ' . - . `90 -Z/ --- , ,I . . \ �,\k \ \ y,' x / /- to_ - - .
- /. \ � Q . /DO y ��� Q �J � /`/' / �� 111111114fer ,-L.
. • � /
"n 1 \ \ \" S a �� \. `20` Q �i/'~• 4•;���'•"�"'�Dcf °�r� GATE BY REV. bElCRIPI<ION
.. - \ `_' - _\ \ < O \ a � ,i - / i� >r�a` q MUNICIPAL ENGINEERING.' SERVICES . CO:, P. A. , .'_;
""t • ' - _ Q \, �\ '� �� \� �: _ �� / / � - `1 CONSULTING ENGINEER5 .
) O \\� Q - - \ _. k _ -/ '- ��� •2 a BOONS, N. C. GARNER, N. C:.
2 - - , O - �� �c,
,� 0 . Q e> o� wl T p IJh1otJ
�= >s O i / .
_ O '� t✓�ol.►' co v�t� tc,o1,L 1-x Al
���. / / - ' 0 /` ., Y` p• .���p ;. covL�T�r of wtLeotJ, 'h�.c.:
Q j' Q� ase
W - - '- \ D - - IL:L.. A EA::VV�l.:ot�lVlt.1'T
'� ice, ,/ 0 S i , ;
,• .72 20500 - \� �_ N
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- --___.:,_ - CALE:.1. 1 BY: PIiGJ.'NG, ONAWING NG:' f
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ATE: L.IOV. 198i9 HKD. NYt
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