NC0028975_Wasteload Allocation_19881116

NPDES WASTE LOAD ALLOCATION ,.
Modeler Date Rec. +r
PERMIT NO.: NCOO ,;�,?q7.5
Kc© Iz8
FACILITY NAME: �w� Z� s91��1�
Drainage Area (mid) � � Avg. Streamflow (cfs): 0.�6
Facility Status: , _60"900l PSOPOsm
(circle one) 7Q10 (cfs) .'7 Winter 7Q10 (cfs) 0' 3S 30Q2 (cfs)
Permit Status: MODFICATION UNDER QTIED NEW
kyle one) Toxicity Limits: IWC % (circle one) Acute / Chronic
MaJor Minor�—
Instream Monitoring:
�f
Pipe No:
Design Capacity (MGD): '�`" Parameters lr
Domestic (% of Flow): �� Upstream Y Location
Industrial of Flow): Downstream Y Location
Comments: 4 A- It4 ^
- Effluent Summer Winter
Characteristics
RECEIVING STREAM: Jd�r ( �; � BODa (mg/0 30
Class: SUS —2v-- NHs N (mg/1) IV
Sub-Basin: 0 3'0y D.O. (mg/1)
Reference USGS Quad: 6 NF (please attach) TSS (mg/1) 30
County: P-o/k
F. Col. (/100m1) IvUU
Regional Office: Ay Fa Mo Ra Wa WI WS
(circle one) _ pH (SU) G
Requested By: , D Date:
Prepared By: Date:L
r
Reviewed y: Date:
Comments:

Requ-:'St I10 4`1.01
WAST: LO;S.D ALLOC,�%TION APPR •.,AL FORS -
Water Quality Section
r°m7t Numb,--r• NC0028075
Fa, 1 1 i ty N -,me i OWN OF :-ALUi.;1A
'rype oI. waste 100% DOMESTI NOV 7 - 1988
,tratU E X I: :TING
, v ng _ tr wam JOEL S CREEK
u r w am C I W S I I Asheville Regional Office
b a s i n 030 06 Asheville, North Carolina
C0Unt ; t'OLK Drainage Ar, -a w,g mi 0 .41
R e:j-i on -1 Offi c- ARO Ave F1 ow ; C f S 0 . 8
R e q u . tor• HARP IS Summer, 1Q 10 (cf 0 . 27
Da e of R- cjuee t 9/ 28/88 taunter' 7 =: 10 t.0 fS 0 . 3`,
Q U a GJ)HE 30Q2 (cfs) 0 . 53
RECOMPIENDED E:FFLU NT L IMI]
e x
W.•..:s te f ow (rn d) 1 0 . 9 0 0 �1
5—Day OD , mq . 1 ) : 30
Amwoniw Ni tr�ogwn (mg/1 } nr• L'
Cw}i s w ; l ved .,xy9en (mq/1 . 1
� . (Ing; i ) . 30
:wa Co l i 1.01r In #/ 100,n 1 1 : 1 000
U 6--9
hi ;NITCjrINi;
iiF .�tr,e�_<rn YIN) Y Loca•! ion 0 FI . uI,, TE:E'AM OF 18- !�R E
1.Jow Stream ( YIN) : Y Location S- 1 10 2
C O M M E N_r a
RE,,-.O1AME:ND INwiREAM 1,-iONITORING i OR TEMPER TUBE , DO, -ECAL OLI1 GR1q , I'=.NG N01,1w ._
TIV Y MON TORING 5HOULD BE WEEKLY DURING THE SUi+ MER AND MONTHLY Dbi—RING TH
.-RE VED
•.
N. . �1UV 14 lyoo
_-PERM ITS'VENG1 NEERi•NG-
PERi41i,,; t, ,.; 61NEERING
/ v
Reviewed bv :
Tech . LIPPO; t SUr)er'v i _-•sar" _. Da•te It 3��
R-gionaI i '- r' . ._ �- Date �1 /0I��
R . mi t_ & Ens-li nee i ng ._ _.._ Date
RETUR TO TECHN.1.CAL SERVICL.S BY DEC 03 1988

SUMMER
MODEL W1 EXISTING LIMITS OF
a0/30/ ]
---------- MODEL RESULTS -----_----
Discharger : TOWN OF SALUDA
Receiving Stream : JOELS CREEK
-----------------------------------------------------------------------
The End D .O. is 8 . 14 mg/] .
The End CBOD is 3 . 00 mg/l .
The End NBOD is 3 . 57 mg/l .
------------------------------------------------------------------------
WL& §L& WLx
DO Min CBOD NBOD DO Waste Flo,
( mg/1 ) gilepoint Reach # (mg/1 ) (my/1 ) NO, ) (mgd)
Segment ] 5 . 09 0100 ]
Reach ] i5 . 00 90 . 00 1 . 00 0 . 10000
Reach 2 0 . 00 0 . 00 0 . 00 0 . 00000
Reach a 0 . 00 0 . 00 0 . 00 0 . 00000
Reach 4 0 . 00 0 . 00 0 . 00 0100000
Reach 5 0 . 00 . 0 . 00 0 . 00 0 . 00000
Reach 6 0 . 00 0 . 00 0 . 00 0 . 00000
Reach 7 0 . 00 0 . 00 0 . 00 0 . 00000
Reach 8 0 . 00 0 . 00 0 . 00 0 . 00000

. ` . .
. .
' **� MODEL SUMMARY DATA �**
'
' Diooharger : TOWN OF' SA'LUDA Subbasln : 030806
' Receiving Stream : JOELS CREEK Stream Class : NSIZZ
Summer 7Q10 : 0'. 27 Winter 7Q10 : 0 . 35
Design TemperatUre : 25 .
|L[NG7H{ SiOPE| VELOCITY | D[PTH| Kd | Kd | Ka | Ku | KH | KH | KNK | KNR |
| mile | ft/mil fps / ft |d*oiHn| @201 |desigo| #201 NoSigo| @201 |deoigo| @281 |
���������_�����������������������������_������������
| | | | | | | | | | | | |Segment 1 | 0.381138.101 8.303 | 0.34 | 8.92 | 0.73 155.75 | 58.801 0.73 | 0.58 | 8.73 | 0.80 |
Reach \ | | | | | | | | | | | | |
_--_-___-__-_---__-_----__---___--_--_-_____--__-'7-'
| | | | | | | | | | | |Segment { | 8.141281.281 8.398 | 0.14 | 1.14 | 8.91 155.76 | 50.0U| 0.73 | 8.0 | 8.73 | 0.80
Reach 2 | 1 \ | | | | | , | \ | I |
--------------------------------------------------'
Segment i ! 0.311123.80 0.332 ( 8.41 | 0'87 | 0.89 155.76 | 58.081 0.73 | 8.50 | 8.73 | 0.88 |
Reach ]
---------------------------------`-----------------
| | | | | | | | | | | | |
Segment i | 0.8111868.501 8.768 | 0.28 | 1.26 | 1.08 166.75 | 60.001 8.73 | 0.58 | 0.73 | 0.08 |
Reach 4 | | | | | | | | | i | | |
----_-----__----_--__---_-_------__--__----_'-----__
| | | | | | | | | | | | |Segment 1 | 0.271182.881 0.482 | 8.41 | 1.88 | 0.79 |56.75] 50.801 8.73 | 8.0 | 8.73 | 8.08 |
Reach 5 | | | 1 | | | ' 1 | | | | |
------------------------------------------------ ------------------__________________
| | | | | | | | | | | | |
Segment 1 | 0.471186.80 0.03 | 8.0 | 1.88 | 8.84 156.8 | 0.001 8.73 | 8.58 | 8.73 | 8.00 |
Reach 6 | 1 | | | 1 1 1 1 1 1 \ |.
__----___-__----_---_-____----_____---_--_________-
| | | | | | | | | | | ( |Segment | | 8.881552.481 8.924 | 0.54 | 1.26 | 1.08 155.75 | 50.881 0.73 | 0.58 | 0./3 | 8.08 |
Reach 7
-------__--__-_--__----_'-------__---_-_-_-__------
| | i | | | | | | I | | |
Segment | | 0.381106.401 8.575 | 0.78 | 0.08 | 0.70 155.75 | 58.081 0.73 | 0.50 | 0.73 | 0.08 |
Reach a | | |'' | | | | | | | | i |
----------------'----------------------------------
Flow ' | CBDD | NBDD | D .O. |
| ofs | mg/l | mg/l | mg/l |
Segment 1 Reach 1
Naate | 0 . 155 | 45 . 000 | g0 . 080 | 1 . 000
Headwaters | 0 . 270 | 2 . 000 | 1 . 000 | 7 .440
Trfbutary | 0 . 000 | 2 . 000 | 1 . 000 | 7 .440
* Runoff | 0 . 590 | 2 . 000 | 1 . 000 | 7 . 440
`
Segment 1 Reach 2
k/aote | 0 . 000 | 0 . 000 | 0 . 000 | 0 . 000
Tributary | 0 . 000 | 2, UOO | 1 . 000 | 7 ~440

Segment 1 Reach 3
Waste l 0 . 000 I 0 . 000 ( 0 . 000 I 0 . 000
Tributary ( 0 . 000 I 2 . 000 ( 1 . 000 '( 7 . 440
Runoff I 0 . 500 I 2 . 000 I 1 . 000 i 7 .440
Segment 1 Reach 4
Waste I 0 . 000 I 0 . 000 ( 0 . 000 I 0 . 000
Tributary 0 , 0.00 I 2 . 000 I 1 . 000 I 7 .440
>" Runoff . I 0 . 590 ( 2 . 000 I 1 . 000 I 7 .440
Segment 1 Reach 5
Waste 0 . 000 I 04 000 ( 0 . 000 I 0 , 000
Tributary ( 0 . 000 I 2 . 000 ( 1 . 000 I 7 . 440
Runoff 0 . 590 ( 2 . 000 I 1 . 000 I 7 .440
Segment 1 Reach G
Waste ( 0 . 000 I 0 . 000 I 0 . 000 I 0 . 000
Tributary I 2 . 500 I 2 . 000 1 . 000 I 7 .440
Runoff I 0 .430 I 2 . 000 I 1 . 000 I 7 .440
Segment 1 Reach 7
Waste I 0 . 000 i 0 . 000 I 0 . 000 ► 0 . 000
Tributary I 0 . 000 ( 2 , 000 ( 1 . 000 I 7 . 440
Runoff 0 . 430 I 2 . 000 I 1 . 000 I 7 .440
Segment 1 Reach S
4+ rite I 0 , 000 I 0 . 000 I 0 . 000 I 0 . 000
Tributary 0 . 000 ( 2 . 000 ( 1 . 000 I 7 .440
>� Runoff j 0 . 430 ( 2 . 000 i 1 . 000 i 7 .440
'r Runoff flow ow is in cf 5/mi l e

8UMM8R
1,100'E1_ W/ EXISTING LIMITS OF
30/"30/ 1
w, I Reach ucg M-i D . O . c8,OD . I NBOD I Flow
i '1 0 . 00 5 . 09 '17 . 68 33 .46 0 .43
1 1 0 . 02 5 . 64 '17 . 19 32 . 49 0 .44
1 1 0 . 04 6 . 06 '16 . 73 ? '1 . 56 0 .45
1 I 0 . 06 6 . 40 16 . 30 30 . 69 0 . 46
1 1 0 . 08 6 . 66 15 . 88 29 . 86 0 . 47
1 1 0 . 110 6 . 87 15 . 48 29 . 07 0 .48
1 1 0 . 12 7 > 04 i5 . 11 28 . 32 0 . 50
i 1 0 . 1 +� 7 . 17 14 . 75 27 . 60 0 . 51
I '1 0 . '1 6 7 . 27 '14 .40 26 . 92 0 . 52
1 1 0 . 18 7 . 36 '14 . 08 26 . 26 0 . 53
t 1 0 . 20 7 .43 13 . 76 25 . 64 0 . 54
1 1 0 . 22 7 . 48 '13 . 46 25 . 04 0 . 55
1 1 0 . 24 7 . 53 '1 3 . '1 8 24 .47 0 . 57
1 .1 0 . 26 7 . 57 12 . 90 23 . 92 0 . 58
I 1 0 . 28 7 . 60 12 . 63 23 . 39 0 . 59
1 1 0 . 30 7 . 63 '12 . 38 22 . 88 0 . 60
1 1 0 . 32 7 . 65 12 . 14 22 . 39 0 . 61
1 1 0 . 34 7 . 68 11 . 90 21 . 93 0 . 63
1 1 0 . 36 7 . 60 11 . 67 21 .47 0 . 64
1 1 0 . 38 7 . 71 1 '1 .46 2 '1 . 04 0 . 65
i 2 0 . 38 7 . 71 11 .46 21 . 04 0 . 65
1 2 0 . 39 7 . 71 '11 . 35 20 . 84 0 . 66' .
I 2 0 .40 7 . 71 i1 . 25 20 . 64 0 . 66
1 2 0 . 41 7 . 7 '1 1 'I . 'I5 20. 44 0 . 67
i 2 0 .42 7 . '12 11 . 05 20 :25 0 . 67
1 2 0 .43 7 . 72 10 . 95 20 . 06 0 . 68
i 2 0 .44 7 . 72 10 . 85 19 . 87 0 . 68
1 2 0 . 45 7 . 72 - 10 . 76 '19 . 69 0 . 69
I 2 0 .46 7 . 73 '10 . 67 '19 . 51 0 . 70
1 2 0 .47 7 . 73 10 . 57 19 . 33 0 . 70
I 2 0 .48 7 . 73 10 .49 '19 . 15 0 . 71
1 2 0 . 49 7 . 74 10 . 40 18 . 98 0 . 71
1 2 0 . :50 7 . 74 '10 . 31 18 . 81 0 . 72
1 2 0 . 5 '1 7 . 74 10 . 22 '16 . 65 0 . 73
i 2 0 . 52 7 . 75 "10 . 14 '18 .49 0 . 73
i 3 0 . 52 7 . 75 '10 . 14 18 .49 0 . 73
1 3 0 . 53 7 . 75 10 . 06 18 . 32 0 . 74
1 3 0 . 54 7 . 76 9 . 98 18 . 16 0 . 74
i 3 0 . 55 7 . 77 ` 9 . 90 '18 . 00 0 . 75
I 3 0 . 56 7 . 78 9 . 82 17 . 84 0 . 76
1 3 0 . 57 7 . 79 9 . 75 17 . 69- 0 . 76
i 3 0 . 58 7 . 79 9 . 67 17.. 54 0 . 77 '
1 3 0 . 59 7 . 80 9 . 60 17 . 39 0 . 77
i 3 0 . 60 7 . 80 9 . 53 '17 . 24, 0 . 78
f 3 0 . 61 7 . 81 9 .45 '17 . 09 0 . 78
1 33 0 . 62 7 . 82 9 . 38 16 . 95 0 . (79
3 0 . 63 / . 82 9 . 31 16 . 81 0 . 80
1 3 0 . 64 7 . 83 9 . 25 '16 . 67 0 . 80
I 3 0 . 65 7 . 83 9 . 18 '16 . 53 0 . 81
1 3 0 . 66 7 . 83 9 . 111 16 .40 0 . 81
i 3 0 . 67 7 . 84 9 . 05 16 . 27 0 . 82
i 3 0 . 68 7 . 84 8 . 98 '16 . 14 0 . 83
1 3 0 . 69 7 . 85 8 . 92 '16 . 01 0 . 83
I 3 0 . 70 7 . 85 8 . 85 15 . 88 0 . 84
1 3 0 . 71 7 . 85 8 . 79 15 . 75 0 . 84
I 3 0 . 72 7 . 86 8 . 73 15 . 63 0 . 85
1 3 0 . 73 7 . 66 8 . 67 15 . 51 0 . 86
e I 1 _ •1 n r_ n c 4 4 in '3 n n 0 r_,

' 3 0 . 76 7 . 87 8 . 49 15 . 15 0 . 87
3 0 . 77 7 . 87 8 .4.1..p 15 . 04 0 . 68
I 3 0 . 78 7 . 88 8 .. 38 14 . 92 0 . 89
1 3 0 . 79 7 . 88 6 . 33 14 . 81 0 . 89
1 3 0 . 80 7 . 86 8 . 27 14 . 70 0 . 90
i 3 0 . 811 7 . 69 8 . 22 '14 . 59 0 . 90
! 3 0 . 82 7 . 89 8 . 16 14 . 48 0 . 91
I 3 0 . 83 7 . 89 S . 'I 'I 14 . 38
1 4 0 . 63 7 . 89. 8 . 11 '14 . 38 0 . 91
i 4 0 . 83 7 . 89 8 . 11 '14 . 37 0 . 92
1 4 0 . 83 7 . 89 8 . 10 14 . 36 0 . 92
1 4 0 . 83 7 . 89 8 . 110 14 . 35 0 . 92
i 4 0 . 83 7 . 89 8 . 09 14 . 34 0 . 92
i 4 0 . 84 7 89 8 . 09 14 . 33 0 . 92
1 4 A . 84 7 . 69 8 . 08 14 . 32 0 . 92
I 4 0 . 84 7 . 89 8 . 08 14 . 31 0 . 92
i 4 0 . 84 7 . 89 8 . 07 14 . 30 0 . 92
i 4 0 . 84 7 . 89 8 . 07 14 . 29 0 . 92
! 4 0 . 84 7 . 89 8 . 0C; 14 . 28 0 . 92
I 5 0 . 84 7 . 89 8 .06 '14 . 28 0 . 92
f 5 0 . 87 7 . a9 7 . 9 '1 -i3 . 99 0 . 94
i 5 0 . 90 7 . 90 7 . 77 '13 . 70 0 . 96
1 5 0 . 93 7 . 90 7 . 63 13 .42 0 . 97
f 5 0 . 96 7 . 91 7 .49 13 . 16 0 . 99
i 5 0 . 99 7 . 9-11 7 . 36 12 . 90 1 . 01
1 5 1 . 02 7 . 92 7 . 24 12 . 65 1 . 03
1 5 f . 05 7 . 92 7 . 12 12.,41 1 . 04
! 5 i . 08 7 . 93 7 00 '12 . '18 1 . 06
i 5 1 . 1 '1 7 . 93 6 . 69 11 . 96 1 . 08
! 6 1 . 11 7 . 58 3 . 36 4 . 05 3 . 88
l 6 1 . "12 7 . 60 3 .36 4 . 04 3 . 88
1 6 1 . '13 7 . 63 3 . 35 4 . 04 3 . 69
E G 1 . 14 7 . 66 3 . 35 4-. 03 3 . 89
I 5 1 . 15 7 . 68 3 . 34 4 . 03 3 . 90
1 6 '1 . 16 7 . 70 3 . 34 4 . 02 W . 90
I 6 1 . 17 7 72 `3 . 33 4 . 0 '1 . 3 . 91
1 6 1 . 'i8 7 . 74 3 . 3.3 4 . 01 3 . 91
I 6 '1 . '19 7 . 76 3 , 32 4 . 00 3 . 91
1 6 '1 . 20 7 . 78 . 3 . 32 4 . 00 3 . 92
I 6 'E 21 7 . 80 3 . 31 3 . 99 3 . 92
1 6 1 . 22 7 ..82 3 . 31 3 . 96 3 . 93
l 6 1 . 23 7 . 83 3 . 30 3 . 98 3 . 93
1 6 1 . 24 7 . 85 3 . 30 3 . 97 . 94.
f 6 1 . 25 7 . 86 3 . 29 3 . 97 3 . 94
I 6 1 . 26' 7 . 88 3 . 29 3 . 96 9 . 94
1 S. 1 . 27 7 A9 3 . 29 3 . 96 3 . 95
I 6 1 . 28 7 . 90 3 . 28 3 . 9.5 3 . 95
1 6 1 . 20 7 . 91 3 . 26 3 . 94 3 ..96
1 6 1 . 30 7 . 92 3 . 27 3 . 94 3 . 96
i ' 6 . 3 '1 7 . 93 3 . 27 3 . 93 3 . 97
I 6 '1 .-32 7 . 94 3 . 26 3 . 93 3 . 97
1 6 '1 . 33 7 . 05 3 . 26 3 . 92 3 .a 97
1 6 1 . 34 7 . 96 3 . 25 3 . 911 3 . 98
1 :1 1 . 35 7 . 97 3 . 25 3 . 91 3 . 98 ,
i 6 1 . 36 7 . 98 3 . 25 3 . 90 3 . 99
1 6 1 . 37 7 . 99 3 . 24 3 . 90 3 . 99
i 6 1 . 38 7 . 39 3 . 24 3a89 4 . 00
1 6 1 . 39 8 . 00 3 . 23 3 . 89 4 . 00
1 6 '1 .40 8 . f) 'i 3 . 23 3 . 88 4 . 00
1 6 1 .41 8 . 011 3 .. 22 3 . 87 4 . 01
1 6 1 . 42 8 . 0 3 . 22 3 . 87 4 . 01
{ 6 1 . 43 8 . 03• 3 . 21 3 . 86 4 . 02
i 6 1 . 4.4 8 . 03 3 t 2 1 3 ,86 4 . 02
1 6 '1 .45 8 . 04 3 . 21 3 . 85 4 . 03

CJ I .W i V . Ij. a . e w ..+ , v-r - . w I
i 6 1 .48 8 . 05 3 . 'IJ 3 . 83 4 . 04
i 6 1 .49 8 . 05 3 . 10 3 . 83 4 . 04
1 6 1 . 50 8 . 06 3 . 16 3 . 82 4 . 05
I 6 1 . 51 8 . 06 3 . 18 3 . 82 4 . 05
1 6 1 . 52 8 . 07 3 . 17 3 . 811 4 . 06
I 6 '1 , 53 8 . 07 3 . '17 3 . 81 4 . 06
i 6 '1 . 54 8 . 07 3 . 17 3 . 80 4 . 06
1 6 1 . 55 8 . 08 3 . 16 3 . 80 4 . 07
1 6 1 . 56 8 . 08 3 . 16 3 . 79 4 . 07
6 - 1 . 57 8 . 06 3 . '15 3 . 70 4 . 08
f 6 1 . 58 8 . 08 3 . 15 3 . 78 4 . 08
1 7 1 . 58 8 . 08 3 . 15 3 . 78 4 . 08
1 7 8 . 08 3 . 15 3 . 78 4 .,09
1 7 1 . 60 8 . 09 3 . 14 .3 . 77 4 . 09
I 7 1 . 61 8 . 00 3 . 14 3 . 77 4 . 09
1 7 1 . 62 8 . 00 3 . 113 3 . 76 4 . 10
1 7 '1 . 63 8 . 00 3 . 13 3 . 76 4 . '10
I 7 1 . 64 6 . 00 3 . 13 3 . 75 4 . 11
1 7 1 . 65 8 . 09 3 . 12 3 . 75 4 . 11
1 7 '1 . 66 8 . 00 3 . 12 :s . 74 4 . 12
i 8 1 . 66 8 . 09 3 . 12 3 . 74 4 . 12
I 8 1 . 69 8 . 10 3 . 11 3 . 72 4 . 13
I 8 1 . 72 8 . 111 3 . 09 3 . 71 4 . 14
f 8 '1 <75 8 . 12 3 . 08 3 . 69 4 . 16
I 8 1 . 78 8 . 12 3 . 07 3 . 67 4 . 17
I 8 I . 3 "I 8 . 13 3 . 06 3 . 66 4 . 18
I 8- 1 . 84 8 . 13 3 . 05 3 . 64 4e10
I 3 1 . 87 8 . 14 3 . 04 3 . 62 4 . 21
i 8 1 . 00 8 . 'I?a 3 . 02 3 . 61 4 . 22
I s3 1 . 03 8 . 14 3 . 01 3 . 59 4 . 23
I 8 1 . J6. 8 . •14 3 . 00 3 . 57 4 . 25

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INSTREAM SELF-MONITORING DATA
MONTHLY AVERAGES
Discharger: /��� �W1T% Permit No. : NCOO Z�'97S
Receiving Stream: hT6�ls C',-� c�C� Sub-basin: 03�1?016
Upstream Location: So 4/-::, Downstream Location sa -L1ev '
Upstream Downstream
=;ATE TEMP D .O . BOD5 COND . TEMP D .O . BOD5 COND
DEC-88
:0V-88
-'T 8
�Er-88
AUG-88 ,2/ 9,3 0, 171 zZ Ga,D o,z
JUT-88 o, '/
UN-88
HAY-8 8 /6 7.d o. f /a y,b
a-88
1 E B-8 8 S //_,9'_ /.3 S _ /1'd /3
JnN-88 5' //,5 /.sr. s /2113
E, S 7 .9 S /U.8 2.� �. /o, 2,7
,_EP-87 Z 03 % 9
L-87 _'PIS z.a
f:J_v
1NAY-87 9.5 C),7 /7 9,9 u�j,
A?R-87 / A //,6 _ /,3 _ /mod'
.BAR-87 /2 ,9 �b /2 /0,3 /.o
-FIEB-87
DEC-86 9 //,.3 // is //,/ Oly
NOV-86
CI CT-86 /S 9. 7 /,h /S 3 z,o
3EP@-86 17 9,2 0, � /d' 9.0 D,6
JUL-86 Z/
_:"JN-86 n.7 _1� 17, 6 8,
4AY-86 -a',5 /•o /6,� �� l-�
APR-86 �L �,6 /, Z
f=�AR-86 /Y, y %:3 /13 �'° �j,3 d,
FEB-86 7,6 /a,b /,S 76 /46
_AN-86 3,3 9,7 2.3 - 31j 1?17 2,0
DEC-85 &I
fdOV-859,2
OCT-85 /6 /6 7
13EP-85 7 -7
AUG-8 5 7 0,b M -7 1, 7
JUL -
7 A? -7 ©, 9 / _Z 019
JUN-85 7 7 �__ /_�y
MAY-85 /s � 3 D,b /� -7, 1 01
APR-85 lb 7,1 - Al 7194 /7
MAR-85 /l 7,6 /,
FEB-85 7& ,T !� 2
JAN-8 5 11 7, ? 7,3 // -I Z,