-------
£
CO
if'
< ^
jl
£ z
S
"c.
a.
^
o
*
c.
ra
J3
,C7
§
ro
0)
en
§
" S
* 2
"it
«
">-
IM C
-
£ g
0 "-
z «
a _>
» 1
" §
i
i *
£
«
*~i
i
»t^
c
"' T
< *,
CO
cx
-1
(0
-
U)
in
;
5
CN
-
^
G
^
UJ
Q
r-
&
VI
d
^
O
I/I
111
,j
£ ^
H £
O
c
£
.-
(f
J
s
rj C
Z s
8 -
?
s ^ -
s S "
r
(N
r-
s ^ ^
tfi T3 c
oc ^
* tn
rx (O
« 3
o>
in
:
S co S
o at
"o DC S
*o
=> 0
^ S
£ 3
tO
S
£ S
» 3
"o '
"5 *« s
| fa
e ?
t- 5
S
S
;
tv, 5
en
S s
=
s
s
to
cT CT
Q_ QC *
s
£ s
CO ^
Q 2
0
O
0
^
(,
-
M'
/ s
X
^
^
-
.-5
o
-
0
o
^~
O
<«;
C
oJ
O
(0
X
1
Q
si
^
3
^.
CX
O
0_
^
0
*o
o
Q
-
x
\,
'«}
U
C}
^
V)
S5
-
O
V
--
o
Vi
Q
C
^
0
O
-
0
Q
X,
o
V
Q
Q
^
Q
Q
-
'.
.-
Or
0
^
O
0
to
CS
0
)c
O
\
-
^
s
^
N
-
_
""
i
i/
y
if
I
1
I
Cj
-
\
^
\
\
vi
-
o
-
Q
tf
^
U"
-
Q
i/-
,-v"
V
I
n
-
I
V
u
',-
i
\
t/
*
J
i-
^3
J
C<
Q
r
-
Q
<3
-
«~
"^
'
0
*
c
'o
x-
V)
'0
C
trj
C
Q
^
O
ir
Q
\c
C
O
X
o
Q
^
Cs
^*,
n
V
-'
c
r.
->
X
xr
-
f
VJ
x
^
^
--
Q
V
^
0
Ih
-x.
o
In
~%,
^
r
c
j
O
CO
LfJ
O
o
01
Q.
a.
a.
A-4
-------
o
in
£
ro
O
ra
e
c
01
a.
e
-L.
i
fn
>-
0)
O
0)
O
o!
>-
c
0)
E
o
u.
s
a
_>
a
C
O
-1
<:
-xU
'
CJ
F
CL
00
-
to
5
r
c
-
i-(
C
, 1
r~
i
4
^
1;
LI
£
Z. i.
i'
<3 u
i"
^
f
SL_
2
c
£
O)
(U
8
o
0)
E
ro
°-
-
">
1 <
(U
i-
"8
O)
-8
fe -^
oj 0
e -\
m
d
to
<> CC
8 ~
»
S ^ ~
0)
S S '
S
S ?
to ^ "
m -a o
~ OC -
S S
" S
to
2
a .5
s S s
c IIHI *
-^ o
r- 5
S 3
r-
S
J§ 5
"o s
"5 "* S
> 0)
| S s
F ?
i-
>A
5
co 3
o>
T3 ^
OC S
5
S
CM ?
g S
rn
S
£ oc S
n
I S
v> s
O 0,
0
o
O
^
<3
v-o
")
c:
o
N
0
0
\
V^3
O
X
-
0
>n
1
i
1
I
1
1
^
-
1
1
0
IT
^
\)
^
^
*
'-
«)
N
0
In
W
»o
^
VJ
lo
-
>0
w
0
o
5r
O
0
x9
O
O
10
0
<0
~-
c^
r>
^
>
^
^
-,
M
^
' j
"N
-;,
^
-
0
X
r>
^
i
o
^>
\1
^
J
Q
^^
O
O
--
<^
^
'c
-.
o
-/
V)
>
^
1 -
V
^
>
0
(o
^
s>
Q
^
O
«0
v3
O
>0
c-
^\
0
00
0
o
c-<
<;;
^
--.
-
T
-
Q;
O
-
0
^
--
0
^
0
0
(V
c
IT,
1
1
0
V
^
VI
\
N
X.
^
v-.
V)
X
V)
^
N
0
v,
.
V
-
^
V
p?
Q
C
N
S
^)
^
^
^
--
'v
-
-
vi
\r
*,
0
\T
r-
^
in
vx
O
Q
o
a.
.A-5
-------
-6
-------
£
J
03
0 >-
0)
t^ 01
S °£
< j> 2
'"i
2
t
-
?
E
I
- 0>
~S
n
2
ra - . o
tO ^ (D
sampling interval ENVIRONMENTAL PROTECTION AGENCY
National Aurxnetric Data Bank
Research Triangle Park, N. C. 27711
Agency
irf. (rrtOpJr.'A SARQAD Hourlv Data Form A
3 i
O ,
C.
"t
CM
C
03
,£
1 .
-
s
Q
<-£*
i V
O
cv)
0
I.
u
l
t-
J
II
O J
5:
Parameter code
1
r-* O
OJ
a -
IP
te Address Parameter observed Method
/H< fi'JC: . PfilT''. Pi'' H',' v-V -, f>1 ':';.,
at ^~ f*
s S
(N
j; -
s 2 r
O)
i/> ^ O
fN n* **
IN o
r* *
05 £
en
J3 oo S
O OC to
(/I
£ S
^ o
"> S
o>
Sa
IO
in
US "
"eo "> S
> 0)
£ S a
| 5
- 5
CD
Ol
"D ^
OC 3
o
CN S
cr>
S s
? !
O a.
-44-
1
-
1
-
^
' "~
'0
00
0
V)
''i
..
i
1
(j
>f
-
--
-
-
1
°
rr
cj
O
*0
vj
Vj
^
Q
0
r\
VJ
Q
^
0
Q
tt
O
>0
0
^
^-
0
o
r
c^
-
U
Ki
0
Q
Oc
Q
S
^
0
V)
x9
0
^
Q
C
^
QC
Q
»r
(N<
o
0
n
V
~
c^
-^.
oJ
o
^
^
*o
UN
Ci
^
^
O
V,
^
\1
V
v-
r>
Q
V"
O
Q
NS
0
Q
Oc
o
Q
0
o
10
o
0
o
CQ
NO
-.,
N5
)
Vj
'*-
O
^
^
0
C~\
-
^
r
*o
--
C
o
N
o
--
G
Q
1
!
1
Q
in
H
0
V}
N
CS
-
Q
j ,
L
-r-
-[-
0
*0
N
rj
x^
'
-',
N
<
*
rN
0
C
r^
o
o
N
o
D
c-f
O
Q
or
O
In
31
O
In
3-
tl
lA
na
O
o
^
o
0
Q
(V|
ol
.4.
0
Q
KI
Q
j;
rl
0
l^
-
Q
k;
K
0
0
d
0
Q
/\
1
l
i
0
o
o
o
o
C
CN
Q
^
-v.
C
0
A
^
«J
^
^
V
^
^1
Q
i<
K]
N
lp
-
Q
0
-.
^
O
s^
V
G
Q
-
C
l^
-
Q
C
«r
0
0
10
Q
"
>
-
-*
'N
'(
./-
N
/
" t
1
J
.^
Q
o
-^
o
-
VJ
--
1
1
!
ri
"
c"
/-
-,
j
rJ
0
V)
vxl
o
i/-.
-V
d
e
J
G
CM
O
O
(VI
0
C
V.
^
CM to
O \
cc §
* (rt
d -
CO UJ
o 5
o
Q.
Q.
.A-7
-------
QJ
rtj
<
s
z
5 *
8-gR
3 *c
£ = 1
" I .s
^ «f B
2-5 ;
ll s
z «
~a
0
e
"a.
|
C
Si"
L_
nj
£>-
ch
i1
0 <->
CD
O
~"cL
-,
">.
^ c
*
»
o
> *
5 °
> g
0
5 S
t
I
-
>- a'
£
^
X
_ r
05
-
-
, S
.. r
i>
<*>
S
I-
'J
.'-I
-5
I."
*
0
^!
0
-^-
5
-
j
P 0
r, <)
u
("^
j
3_
Q
00
S S
CM a,
13 &
« cc
8 ~
«p
S ^ '
Ol
?
r- rv
r< r
Z ° ~
s s
s s
O)
CC to
(D
S
S oo 3
»^ "a r*
O CC a
i s
"^ o
r- S
Ss
r-
ft
to
to *«
S s
JS 2
s s
to "> S
> 0>
s Ss
-p 5
* *
S »
S
J
co 5
S 3
:
c
CM S
S a
s
s
% - s
o" en
I S.
r
I S
y> -
a o.
1
1
1
0
0
0
M
C
xj
N
V
1
i,;
l>_
^
\
C
1
s.
IA.
0
Q
-
C
0
-
0
!i"i
M
^
I4
T
Q
'q
--
C
L
-
,
L -
-
V,
^%
\ ,
^
i
^J
4 i
^
0
'^
-
\j
lr
-
0
Q
^
C
c
v-
0
d
^
c
u-
0
c
G
«
--
0
<3
C
v/
c
r
C
A
V
r-
Ci
r
v
Q
be
0
4T
7
r\
V
^
r
0
0
3-
d
e
r
Q
^
/x!
0
0
/<
Q
M
H
C
lc
o
<>
-
!
>^.
_
H
C
f
V/
k
w
0
&>
Q
(':
Q
^
C
^
-a
0
tfl
5:
0
^
T
0
0
-c
0
ki
-S
Q
c
r
C
C
fc
0
<:
/>.
L
^
Q
j-
C
Q
r-
\i
v-
vS
o
Vr
Cfc
(_
0
xS
s.
0
0
it
a-
Q
'^l
^
c
If
N
C
'-0
r,
i
1
1
X
-
VJ
1
^r
<
f
f
J
^,
c
v
<
J>(
Q
*fl
~
Q
t
'-c
^
k
±
^
<
sc
h
k.
*
V
!C
J
<]
C
<2
C
Q
W
0
.
-'
-
^
Ir
'N
A
-0
T
\
0
V
rO
r.
'O
(^
^
\r
^
(^
c
o
ft
^
o
o
o
Q
V
r4
fr
1
£ ,
-
c
i
£
s
r(
<
0
f
~
VJ
v:
O
'o
o
>o
ro
<:
C
>9
O
O
HT
C
c
5
Q
0
Q
N"
Q^
\t
K)
A
0
^i
0
S)
A
Q
Q
r\
Q
Q
^
0
\<]
i\S
Q.
IT
A
icj
A
0
Q
A)
Q
Q
d
Q
Q
(\
1
^
'v
IX
V
l<
i^
^
k,
3
\
r
1
(
(
f
(
L
'
t
<
,
i
-
o
r'-
J .-
t-"'
u ' J
I IV"
-r
-v
"\
w
0 ',
-,^
io
f
r\ ^
i r
\ r^
r\
d
i ^
A
d)
v \>
Q-
*o
Q
r
v,
'-
,;
C_ -
^.
0
>
J
!/
^
'0
N
O
o
^
o
r-
(V
0
!T
^
'-
,j
M to
g «
CO CO
0)
o*
^ CL
^-" X
O ^
o
Q.
. A-8
-------
APPENDIX B
GRAB BAG ANALYSIS FORMS
B-l
-------
GRAB SAMPLE ANALYSIS
DATE
STATION NO.
LOCATION
r
PERSON PERFORMING ANALYSIS
-i : - ... < ~4- L " rr / r. j_,
r
ANALYSIS METHOD M $ & - A/ [j Z. /._
SAMPLE NO.
^-2 - I
Gr-1-2
- _ -^
--//
'"-< ..' - 1
," ! - |
£ / - :--
4
'^
r. 4 ^-
TIME OF
START
t ' ^
lci 30
/ " ; -
JO 6^0
/ ; "
y - ,
ft ^-2
M4&
-i^'3
2^/f
/9 5
i -, * .^
i 7 ,20.
i 45
Z0'.00
> - , ^,
TIME OF
FINISH
^ '
MISSED
i
DURATION OF SAMPLE
'
VftWE Ke'ji7
CO CONCENTRATION
(ppttm)
4-, 5 : , i / f
^.?^U / 6
f * i *"
L~ ! , i ,**
3 . 7 KK / ', <*
^-* ' f , * -,J
7 'V
4 7 " /
-?'?../ 1 <""
*S* 1 '- / i J _
L , v --
5",7 /'' / I', 5
i- / % ' /. o
3./ - / /-O
3^--,nv /,u'
>> . 2 , ' r ""
^.? / / /, 6*
-? ^: y /. c)
2.^ i'.' 7 /, T
3.51 / / I.S
ft
A
Jf t
-------
GRAB SA11TLE ANALYSIS
DATE
LOCATION
STATION NO.
.ANALYSIS METHOD
// ,.
PERSON PERFORMING ANALYSIS
.-;
/
SAMPLE
NO.
^ ''' - :''->
U-'hecl
/
G-2-5"
- -
7
8
Cj
r- i - L,
c^L /
,
i ; -TT
* tru* L-
JJnaJj us
i// i /
U f\o £> [ {j
w
TIME OF
START
'< I' ' !
Vl:. .- Dr.'-
I
; "^
:u
2 -': '
'"' _,
^-T ...
- ;
-' %
r'-
"? j* r~
_ , '
7.3- 1 3
y '>.
/ '-$- -;
^
r
!«?<;. -^e H
c^ ! 5po/
COLLECTIO^
TIME OF
FINISH
blCA-J
/^-, /n
f 73 ^
c? - / ^
,= ^?7. /
1 1
-I
DURATION
OF SAMPLE
^}e} rtl 0 r C
lcj>
^Qft
(V '/
rti i/
TIME OF
ANALYSIS
-? - . .
-'" O
Lr-5 xa
~^hc ^
>~
'.
S } j
' / "?_,
/ ' - '
/,
4-
_ ' ! !
: ' H
j
, '' ^
, i
>
& 6
METER
READING
17.-'. .
*v'- ,ji<< ,S
1
/ cr ,,
+ -.
/ :
/ *'
/ *T
/6.9
-- 0, .-.
o ^ *^
^m. /» J
/ /. o
'S>&
/-. ;
l-l ,
/ ' o
,
' , \
ANALYSIS
BASELINE
READING
/,0
It)
/<"'
/'S
/.s
/,3
//3
i y^
/.3
;,3
AS
A3
A3
DIFFER-
ENCE
Aj) 3
4"9.0
/3.2
IH.S
/5 (,
31.2.
2E.O
'|0,T
I 9.3
8,1
12. n
y'V.3
/z,4?
/-LB _
p?>
f?-(
A<<
23.
^j(
^o,J
?'
T1'
iff.
j(!
«^f
/?'
v,«
(5M
rt
O« v
6,
-------
GJiAB GAMTLE Al.ALYJlS
DATE
LOCATION
STATION NO. __£_;__
ANALYSIS METHOD
PERSON PERFORMING ANALYSIS
SAMPLE
NO.
;
1 - . :. ,
1 - ' ,
i
1
TIME OF
START
i "
'?
/
- .._ _
1
/ " :..
! ', * -'
J > ' \ ^
j ,
"'
COLLECTIO
TIME OF
FINISH
..
_
^
DURATION
OF SAMPLE
- A i r-.. ,< : . j L
c
TIME OF
ANALYSIS
; ! .
7
«.-d -F-ro-K
- /
v . 1 "'
^
,; ?
.
-?-/. '
\
>?- : 1^
-^.2. ; I I
^ : 4
METER
READING
"2 B
a.? -
-; ;
v
* *~ <\ i
^ ')
-5
;
''
T -%/
', _
- '- .- /
3. -.. ,
-> .
i I . / »v /
"7 ^,
? , M ^ /
ANALYSIS :
BASELINE
READING
Ho*.
' ,»
DIFFER-
ENCE ' Pi: i
/.£ AO
A 5 A>
i//' \/.0
Z-1 i.O
\
2-3 |/,0
2- "2- '/,0
2.8 /.(5
2.1 /,Q
2 6> I/O
1
6.4 3,0
5,0 fc.S'
9, 0 3.5"
5.7 3,0
2,8 i,Z
Z,(o [\S
(o.i 3.0
20.1 \IO.C
to > 0 O,O
1.6. A-Q
.]
B-5
-------
GRAB S/uiI'LE ANALYSIS
DATE
LOCATION V -, '_
PERSON PERFORMING ANALYSIS
STATION NO.
ANALYSIS METHOD
SAMPLE
NO.
_n
-
! ; .1
z c,
w
i
/
.. c
,
TIME OF
START
7 - ' ' - "
yt- X « '-
,«*
i "I r.
^
^- '_
'A.'... '"
2.-$ -:
, f
"z ": 'i, f!
-V 7 .,
2, - : *
/I'*--
"7 "
- - -" '
X - '' ^
^^
7. t : i -
rfV '_ Jff' 1
COLLECTIO
TIME OF
FINISH
N
DURATION
OF SAMPLE
TIME OF
ANALYSIS
I.? :.^
- '
,
, C-^
,/ r;
c , "2.7
i '?
i
>
f ;;
f
* i
r ' t
< //
METER
READING
* /
«r?.-:i-/
i -7..
5 * '' /
r ; t
^,3,,,
/*,, 1 (
/' .
6. 7 /
,,
1
-. ... f
"s '
5: 4* ,
/
; , /'.. /
G / " «
6 ... /
ANALYSIS
BASELINE
READING
/.r
- z
1, X
1,5
/.£
/,£
l£
/^
l-b
1,6
/.r
iS
/*£
/ ^
/,5
/.r
1.5
l,%
/£
DIFFER-
ENCE ' PP
^, / i ^
y f~~. <"*,
£ /* **
^2. 2.
i*-j **/ ' y
H.2 ^.«>
7 ,g j //,
2J,£ 76.
//.5 d-
^5"- V x-
6-'? 1 3-
1
1
4.G 2.<
^./ ^-i
V.? ^J
V- u 2. (
t/t LJ \2,
\
3.9 2.,
i n*r f Xr* i ^*- ' '"
f'-' ^ J ;O '
//, ^ \2,(
Lj^g 2,
}
B-6
-------
GRAB SAMPLE ANALYSIS
STAT10N NO.
LOCATION
ANALYSIS METHOD
PERSON PERFORMING ANALYSIS
SAMPLE
NO.
G-i - \
G - / - 2
-»- - *j
,
^- ' - ;j
^ - - i
', 7 <
,/ .- -
, -
_2 - M
. 5
T - t"^~"~ 1
L- - 'T - 1,
^ _ >
.
.-
COLLECTION
TIME OF
START
yc
: 3 , b"
' c "i ,:
1 c M S
/^'',:.
-x1
/ -^ / -l^1
l^^o
\ r «
1C100
j -
1 n 2-2
/ «-. :, 7
/ '-^ ^ 1
170^.
i
(/ - / ! I )**^ 1 ,'
_J_A--2<' }"J ' ^
i / ^ / ^"J O
L (' " ' ! J
~
, _ '
/ v^:;
, . - _jr-
TIl^E OF
FINISH
, "
i ',
! '> - i"
,"
f-7/5
/-"' /5
' - : 0
/ ^ i ^
i ;
! i ' L
)- ^
Y- ' i
1 &:< $2.
I , :"
\ ' ^-1>
l^\5
l&3r'>
I^^-J
\ } r '
i
r ~r
i
DU POTION
OF SAMPLE
ANALYSIS
TIME OF
DIALYSIS
/<; * ' f
< L/ ^-' ^ >
xiG .;/
^ ' 3 1
^/ j ? yj
»v->_-' ^» *'
METER
READING
Z.7
V.I
J>J^5
T'. 5
3.3
}, )
5. I
cr.o
(~,l
f ,0
3 j
"?. "i
3.7
-r. :
3.6
^,'"1
4--0
3.3
^ -7
1
"
BASELINE
RI;ADING
l.o
t
1.0
/. ;
/. ")
1.0
/-o
/,
1,6
i . '..'
ho
/ 0
1-0
1.0
1.0
1,',
|.;3
DIFFER-
ENCE p;1:;
1-7
n
, , _,
_:
^ .3
/.f"
/.£>
/, *
, ^
i
,-. - i/.F
j^?
't ,
T
'- »
2.7
7, 6
~
.> -
or s_
2., 7
i
i
- .;
/.c
/.
i.o
}.$
1 f 1
"4
1,5
1,5
1,0
1,1
1,? |
i '
I
3-7
-------
GRAB SAIU'LE ANALYSIS
DATE
STATION NO.
l. 1+ i 5". j
LOCATION
ANALYSIS METHOD
AY D ]
PERSON PERFORMING ANALYSIS
SAMPLE
NO.
:, ) - (-,
-
i
^
t
' ,
>
6ft - -
/
)
/
j :>
TIME OF
START
i
- -. i , -
; I
"
2. -- '£
2-^6
-71) ', '->
-^-7 i O
;7_ .: ;
^'.^0
;- ""'- ^ v
- 1 ' -
,
"i -1
*- .^
r-n 1 r~ -
^- 1 . \> J
-z--;/'^
Z2 2.3
7 Z ' L -^^
-z.?. '!0
^Z 35
'-di'/O
N
DURATION
OF SAl'ffLE
TIME OF
ANALYSIS
\ '-
"> . _.
^ v
'*'- 1 ' 'o
1Tj Q&.
. .. ^
ao x.-"
OT1 "^-4-
00 '2,0
oo .-/
-Oa . \ 3
"^ '*'
""- .- ' \^s
*M: - "
OO :-
"0 ^^
a3 :'j
^ '. .
^
-i ', ' ^
-z'i ",^
^3; zA
METER
READING
^ !.'>
"^ »
> ;' . O
- i.';
/'C.0
/(sS
X';M
/
?-\-l
2.-* ^
?, ^
l!,7
/H.5
I '
i 4
j
>~;,^
J.~ f
1(«. ->
/4,o
IL'}
ANALYSIS
BASELINE
READING
i 'j
j
\. ;
/, o
* ^
' '0
1, 0
l.o
l.o
; . j
! , ^
i i
1 . -..-
/,0'
/. j
/, 6)
1,0
ho
DIFFER-
ENCE
7i M
-J -
2. -' .
/7. 0
/ ~ /
JZ-J
3 -' . i
-5,0.7
' ^ '
?^ j
O//
17."
/! 1-
-
i . '
7^.--
0.7,7
^,-
/ J. j
/;7
i
PF
i J.
! b
14^'
7
x " ,
I-~'.f.
11,
//..
15.
U.'
1?
5/
! '
i ,'
t .
ti'
T,'
i
/£
tf.
7,
" ,
B-8
-------
LUCA'l 10'A
T-sr^ L
SiAIiuii NO.
/
A..EYSJS Ki.iiiu
PERSON PERFORMING ANALYSIS > -^ V A c-,
SAMPLE
NO.
,i ~ 1
<
L;
- '^- \
i
"Z
1
T
M*
'V - |
t
,
1 __
U ' -L
TIME OF
S1ART
1 - '. ? C
I >\ 4-
/': ';
1? 13
__1L_ _
\7. 5 ,
* * *
1 :'
u? i-
I'-' *")
1- ' -
1 ".
i " "t
! '- i
13 1^
ii. '
12 :3O
12-4-5
la:^
L_JL_3 ' 5
/ .^ : 3o
COLLECT! 0
Til-IE OF
IJMISH
I 2 '
i - ,
- ' i
-
i - r
13
/ ,: -
i: - .
i- --^
. ',/ *
^i
I-1 : ,
»a - i
!2> '
/_:' <'{T
/i 3o
1?. i 5
13-30
/ 3:4-5
N
J
DUMA.TION
OF S/^^LE
TIME OF
ANALYSIS
ir- '
/ ' , -J
/ 5 ' :> I
(' '-- ~"j 4r>
/f 5?
1 ; ~.
14 4-C
Ht *vr;
H .
1-1 I
/^-:~C,
i : X
1 4 r-
/T | 4-
M i
iq- L
/' :-/
/5;/7
I 5; "5-z.
1 5 -' /
/ f-7 z i
METER
READING
^,^
5,^
S. .
^->
* **-.
:.o
f~
,^
4,4
4.'''
r 4 -
^ '<
3.^T
4-7
?.-
1>,1
. .£
4-.^.
4-,4-
^U
3,^
^-/
ANALYSIS
BASELINE
RE/JJ1NG
I,O
/.^
.'.(3
/ . O
/ ?.
» . o
i .^
1.0
/
/ , 0
1,0
1. c
i- '
\.t
i.
/. 0
/-O
/.o
/.o
/-o
DIFFER-
ENCE
5.Z
i- +
7.2.
x ,0
->
3 , V
3 -
A. /
^ 5
^,7
' :J
7. ,S
, , |
!'-
'j.2-
3,4-
1.L
2. A
3, (
i
i
i
!
prx
^,5
^,^;
/.Qi
"
l.:;i
7.0
/,5l
1
2.0 \
i.O
1,5,
I.O1
1.0
i
1,^1
/.5|
l,5i
/.5*
/5;
i
,
!
B-9
-------
DATE
/
STATION NO.
LOCATION
ANALYSIS HlliiOD yVPl K
PERSON PERFORMING ANALYSIS
P'f
.i >.- y
~r
SAMPLE
NO.
Crf- U
7
3
?
jQ
£i+l>
_ 1.
$
rf
/£>
c: 5- k
7
/
V
/
I _J^2
^ 6 - 6»
, _L
Q,
1
io
TIME OF
START
/ ^ (2.
<^/
\'^^-
"' ' ('
f "''
/('- V
, j *
/ ,"> *-- ^
:, 4-
XI
DURATION
OF SAMPLE
TIME OF
ANALYSIS
f * / i
.' *. . V
7^f)
n - ^
7 4- 2.
/"/4- I,
/- /.x
/ '_
/ ^ /
/ 'w*1
j
7' -:
/ .
/ ;
;.... |
/f . i
/ g ' .:V
I *^ » "5 -I
i /,, X. vL
)1'^-\
1 " --4
/;- 53
/^ f 7
/* ^4
METER
READING
L,^
(r, 0
:CJ
^'-/
//. ':
/'. . -
6 .:.
^2.
->. c
' V , ' J
' , f-
# .;>
C . 1-
/(9. 7
/2,T
'".(^
*'. t.
9,4
ANALYSIS
BASELINE
READING
I L--
uo
, o
r
; i ^
/,n
1,0
1,0
l.o
/
1- ^' 6 -I
I / -
/.
/. /
1,0
1. _'
l.o
/.o
A-0
' AO
;.o
DIFFER-
ENCE
- .
£-.0,
^.^
r .
i
~'* 2
1
^' (
X"
r
, 7,4-
r? 4
'7.:f.
i l/._i_
11.7
7, 4
7, .'
7.4
.- ,
^ *-
*^« -
.,>,'
* '
s. «
T.'
M
<« , ^
f '
^
3>
J>,'
J,5
u,
5,
f.<
^
&
T'- . -.' V - '. .....- ,. a. ,:
\ ''-->,..
CO t
, ri
-r;
:/. M
B-10
' 'i
: /. 0
-------
GKAC i,A:L'LL ANALYSIS
DATE
STATION NO.
LOCATION
PERFOlLMr.IG ANALYSIS
ANALYSIS METHOD
T
3-11
-------
GRAB SAMPLE ANALYSIS
DATE
STATION NO.
LOCATION y\~T i- ' >! A,
AI^ALYSIS METHOD A)Jj>I
PERSON PERFORJ-11NG ANALYSIS
; Ko .".-.
SAMPLE
NO.
(4 :- C,
*-t
^
^
V
D
X*! ~1 /
^5 *£ ~ ^>
'i
&
7
/o
r " - L
"} ^ >O
-7
2
^r ;'
Z! :|f
"2.1". ^ -o
* I ' -1 ^>
'il ', :,
"-?.^'' '.'^
31 ' 1 0
2J : z 5
^2 I:A-O
'ZJ ', 55
O I ' "
x, 1 u.
O 1 ' I r
-11 , 1 >
2 i '0 ^
-;.' i . '"
^ - ' ,
COLLECTIO
TIME OF
FINISH
v i 10
^ 1 ^- ._>
^ i ' 4-;
a i ' I i
T.^' (0
^ 1 ' f 0
-.'1 - ^
a r VO
^.r j:
V, /L.
z/:/o
Q t '^"o
a 1,4-0
ai'55
21' 10
?. \ ' 13
2. i '::
7 1 -, So
71&J
^ .:
N
DURATION
OF SAMPLE
'£'
\
\
;
/ ->
>
> t
\
\
/
/r'
n"
V
N
/
/K
-r'
}
/
lff
TIME OF
ANALYSIS
-21' 47
-2-2'.r.-.
^ :^
-2-; n
;ri "2.
li ^*r
'XL'.Ct*
2}"2,5
-22 3Q
72. '.ir
2_ 2. ^*
x x.^7
2 3 ' /
v 6,04-
-z3;o^
2i: '47
^2 : 4 f-
-11 ^
"2.2 ' vO
a? -/v
METER
READING
0,1
Y, -
2..L
iM
16.0
1,2-
',) *
/<-' f
/^,3
/on
AO.S
/r.r
10. 1
fr.l
)o,(
^
i t <
/6o
l/.z-
/a *
/, /
ANALYSIS
BASELINE
READING
i
/' :..
/.<3
;,o
1,0
/.o
j,6
i , .
/.^
/,o
/o
/.o
/.o
l>0
J.o
1.0
1,0
ho
1,0
I 0
;.o
DIFFER-
ENCE
5,1
.j
M.C.
10,1
^,0
^
i,-7
/7-3
7-7
?. >:
:; ''
<7,3
/S,/
^./
a.^
?^
7. 3
//), 2,
i.$
b-'i
pp>
*- c.
< D
^'5
6.^
5",<
, ^
,^^
s5.^
,?/
? ;
f.J
^,r
f.,
*.
$:<
^
vT,(
5(
*,5
B-12
-------
DATE
CKAB SA:^LI: ANALYSIS
7/
6
G^ - i
'2-
3
^.
5
6
N PERFORMING ANALYSIS M^J
\ COLLECTION
TIME OF
START
1.9 ;^
J r,fo
)3 " '
1 ? ? :
1 3 . >,.",
U' -C
iz ;
) >, ^ "
1 3 z o
133.^
/L-3 0
i z.' ; ^
I ? 47
1 -3 :. . -
13 i 17
1-3 :-
I2--3-J
JZ.'. >C>
I3'.o 5
la-fiLO,
1 o " /
It'lF
TIME OF
FINISH
)?\cr "-
13 -r,;-
) 5
1 1 -^
\Z'.~>3
" -
S.vO
i 3j C"
J3S/3
/-'- 4/
I? 02-
|3'I7
13^2.
/6 ; */5~
/2:5To
i 3;oy
1 3' C.O
1 3 /57
1 "*> ' ?
ifrL/o
DURATION
OF SAMPLE
^ i
/ *
\
]
/
(~
if
IS'
\
\
/
/
/vr^
/£'
\
\
\
y
7vf '
/sf'
\
"\
f^
If
STATION NO. & t ' "ir
ANALYSIS METHOD /J^J / ^
/
1
ANALYSIS
TIME OF
ANALYSIS
/5'-^
) 3; )4-
15' /p
/ .^ -'-2-
1 ^ °7
/9 .'07
/4-'24-
M /^
l^f-T ld
1,0
1-0
/ ' O
I. .0
7,0
7-Y
/,o
1-0
; . o
/' o
/^
7,4
DIFFER-
ENCE ' PPMj
;<7.^
2,^
a.. /
2 /
7.4-
/-&
1,2.
'N* -
5. o
3.6>
/.C,
2.. O
2, r
2, 7
2/
/
7.7
2, :
2,0
2, ^
J.:
^ c?
2-.r
7/0
/.£
-^
.0^1
y -
/ * ^i
/X"\
* Cxi
/-oi
To"
/'J
A 5
7.01
i
/-o
7.0
M
0,6"
7.^
A <5
B-13
-------
GRAB SAMPLE ANALYSIS
DATE
STATION NO.
LOCATION Al ^-'A Ml i~1
PERSON PERFORMING ANALYSIS
:* r
. '
ANALYSIS METHOD /J£)/
i
f'r'COLLECTION
/ tf,
ANALYSIS
SAMPLE
NO.
TIME OF
START
TJME OF
FINISH
DURATION
OF SAMPLE
TIME OF
ANALYSIS
METER
READING
BASELINE
READING
DIFFER-
ENCE ! PPI^
.61 - 7
-8
C3.C
ii
A^.
Ji.
55
1 '. 25
5"
/,
-2. V 08
C
4^
2^,
/, 0
-X
R
2. 0.^ 3
7.1
ACL
_ki
0
^_Z
oC,
-^IZ
XL
1^0
&L
l.o
2.O-.5O
8.0
1,0
20:30
&3L
1,0
1,0
M-
17,0
1.0
8.'
^JL
^L
±L
J^JZ.
1.0
7.8
; oo
2^L
. 35
4-.:
1,0
B-14
-------
DATE
GRAB SAMPLE ANALYSIS
7A/73
LOCATION H! Lr\ A/ T h
PERSO
SAMPLE
NO.
c; i - i
2.
3
<9~
z
&*- 1
z
3
^
S"
>o- i
2
j,
4-
5
G4-- i
2.-
3
4-
£
N PERFORMING ANALYSIS \^luJ^
''" .> > * ' > '. S :
J - ' \*r
1
COLLECTION
TIME OF
START
/y.oS
/i:r '
/ v ' 5 -
/?: 5r
<^~) /"\ *^ *^
i & ' f\ 1>
n"'^
I1:i5
11' 50
^cO;t?5
//. '~-'^
/f-' /5
j^J,0
y^945
^0:00
/I', o5
I^'/^O
^'_3A
JLlliL
TIME OF
FINISH
/?'^0
IT 55
i 7'jO
ZO'.Ot
*0'23
1 f ^£
/?:&
zc o:
2'- zO
/f'15
I7'~o
/v^
ZO'GS
20 13
/f/ZO
yf -'35
»?; 5i
5.^o(>
^/);2-2
DURATION
OF SAMPLE
1C1
'
/ ' '
~- 1
(
\
^
/ f- J
If'
(
}
c
/{-'
/ 5 '
(
\
\
)
l?~'
STATION NO. ^ /- '/
ANALYSIS METHOD /.J£ ' ^
1\??C'^
:"'(f /
/
ANALYSIS
TIME OF
ANALYSIS
-2,1', oa
>
>
j
21 ', 1 5
-7L 1 ^
2- / .' 5 6
^l :3^-
-zJ ;^7
9 1 : 26
"2.0 AQ
t
if Ofi
^2.'/5
Z-"Z : 00
^^-^04-
Z^-:oS
2.1 : 55
METER
READING
/ x;
7.6
*"! «^_.
;0, f-
^*(*
7,6
7,4-
7.2-
f,^-
y/.o
<5.4-
SO
y/.^-
_y^4
78
A3
/&. 7
6 . o
/ ;(^.
^«4*
^\, /,
(^,o
£.*
4>, 2-
3.0
,5.0
4.5
4,5
?,0
5.d)
56
4.^
i.O
^,5
3.J
3-6
5.<0
J^
5,5
3.0
f,o
so
5.0
_
B-15
-------
DATE
P r A r c / * " > T r^ * < T \ c1 T f
u U V i j o i i* . .. I- / ^ '.-...- L . ^ 1 o
7/V73
LOCATION M T L V \ r M rr
PER^C
>'l; Q>n
SAMPLE
NO.
,-* i ~ (&
7
1
/O
(£2.- U
7
9-
?
,o
(Vi- u
/
P.
>
J0
£- -
-2 "^ '^ CJ
7^ -:;o:n5
TI>E OF
FINISH
2.3VU1
^-'O1^;
a^'-fo
t. _' 1>«i
(O-" : 1 O
:-C 15
o "^ ">, /~\
oO^ ' LH '^/
* - -' ,
2,*-Oo
oa'j'3
o ^ - ^
^T* W *-^
' ' > ' * ' ' ^V" ^
-a?^:oo
OO '. / 5
^3'<^O
a'3',^5
O-7 r ~,
» , w>, )
OO.Qj
OO iO
DURATION
OF SAMJLE
/^/
\
y
C
/^T7
Lr/
\
/
c
/sr/
/s/
(
^
/^ '
/^
N
J)
C
/^y
STATION NO. --. /- Y
ANALYSIS METHOD /J/- ' !^-
^-,-x
s v'- 5.
\ V (
f r.- 695^
ANALYSIS
TIME OF
ANALYSIS
+^- \J i J >1^""
ta^- c t^
a^'o-i
J^*" ' /' ~ «' **^l
06 i a
a^;0(o
c-o://
c r ) 7
nc:ii-2-
cnf. 36>
O f^-1 ' O 1
L
OO ' 4^7
oo ;50
<9/./<9
01 '05
0 I'OI
60: 57
00:54-
METER
READING
13. X
I^XU
1 Jl^ «-^J
/ ^, ^
l?.0
//0.7
r
1^,0
ld*k
//,(*
J7.7
J5>b
'3* y
) O ^1
//.3
/3. /
IZ.Q
BASELINE
READING
I. O
/, 0
/, . /
//,G
/O.fe
/6>.7
I4-.L
J%%
114
W.3
J2. /
/&&
.7, 3
5,c
7-0
J".*
5/
S'.^b
8-(
7/6
6,b
5". f
5,t
4-<
3" 5
B-16
-------
GRAB SAMPLE ANALYSIS
« 7/V73
DATE
LOCATION
STATION NO.
PERSON PERFORMING ANALYSIS
£_
ANALYSIS METHOD
tl^Ll^
SAMPLE
NO.
COLLECTION
TIME OF
START
TJ>Di OF
FINISH
DURATION
OF SAMPLE
ANALYSIS
TIME OF
ANALYSIS
i ;
20
METER
READIKG
5,0
BASELINE
READING
,0
1.0
DIFFER-I
ENCE I PPM
z.o
,j£i
2^2L
i ; o \
1,0
3.2-
1.5
J»L
J2L50
JLZa
J^2_
1.0
A^_
A^.
O
7,7
3Z
_2_a
/. 0
4-.0
//.
3
±.
1,0
LO
7,5
j^4
5:5
J21
i.o
7.5
C\
B-17
-------
GRAB SAMPLE ANALYSIS
DATE
STATION NO.
LOCATION
ANALYSIS METHOD / *>0 > ' i ;- 1 y
u -^
TIME OF
START
-2.3.00
-^^ ', IS
2-^30
2^3.V5
^^,00
^3 ' 0^
23' 15
X^'.^O
-7^'^S
^ , ofN
12 55
13 '. / o
2.3; i:
Z3 VO
2-3 'i"5
ZS'.OO
^3:13
2.3:30
a5;^-5
-aj^-:o^
COLLECTIOl
TIME OF
FINISH
-7 -5. i c
c ^ to
-Z"530
-2.5 '^
2^; oo
o:- 15
£3: is
2-5:30
2,3'45
d^\'oo
oo.iS
v -: ^
03 ', IS
a.3:4C
-2 '' " >
^ ^
Or ' IO
V . !5
7,3 ', 30
£3:4-5
^^..' ;:)
r>o:\s
^
DURATION
OF SAMPLE
1^'
^
/
/
iff'
,--'
\
>
r
//:'
/>-'
'\
;
i
/>r y
/ -
> r '
(
\
)
/
;?,'
TIME OF
ANALYSIS
o i : 2^
o\\*.
oi ;^5
oi: n
Oi: 1^
0^,5^
CO ; 4-3
o, ;;4^
_/_^
1,0
),0
i< a
1,0
J.o
DIFFER-
ENCE
-2*7.4-
73,2,
6^.8
43.4-
^.4.2.
H,l
l_2AO
_2Lf
_J_U
*L^
/5.4-
4-1.4-
101,4-
4-1.2.
s9,0
-M>L
]_!$(*-
LJ2L-1
_S..4.
6,7
pr;
K
.^^.
36,
^1.
)2.<
5,
L.LS
Af.
<;,i
^,
t,.
30.
^50H
^.^
4,
5".
(3
' ^'»
c.
.4-
3-
B-18
-------
GRAB sAiii'LL A::ALYSIS
DATE
STATION NO.
LOCATION
PERSON PERFORMING ANALYSIS \"
ANALYSIS METHOD HO i
' ~-N
'sja-V.'fAA-.* /
SAMPLE
NO.
^C~ !
?-
?
^
4
5
(*
* 1
;^r -:- * 1
2.
a
^>
^
5
t>
&1 - t
a.
&
*
CJ
(y~>
a*- .1
7.
-7
0-
/5
COLLECTION
TIME OF
START
r/ -.-i
'7- '>
IT "^
IT -3
/ p " ^
£r^n
/v-->
/?: 15
n. ^> ^,
j.j
17^-5
/^'^
lo^.
\TOO
17:15
n^o
/7-.1-5
/g :oo
a:"", 50
/7 : oo
IT, Ib
IT. "So
17 --- ^
/^-.'-c>
^0,5^
TIME OF
FINISH
I 7 ' I 5
17'SO
p 4-0
r«ao
; ^ ' /:
2/; 0 2
J7 /5
1 7 5.0
17:4-5
/' -"
yS 15
JO 5V
17.6
|7'3<2
I-7- 1-5
j*J-.^r»
S&-I5
zi'05'
1 7 /:,
n^o
rr.4".
".
/0.(S
2i '/o
DURATION
OF SAMPLE
,rl
^
\
/
(
/^y
,r>
^.
\
i
y
(
\
I f~
~- >
/ :
V
)
/
(
.r'
/r'
f
(
\
]
/
/d"
ANALYSIS
TIME OF
ANALYSIS
/f r/
I -V, -y x-
' ' i -^ T
li\37
!1'30
11^2.
21 -.30
/f Z3
yf ^z.
/'r />
/?/:?
/?: ^1
^' : 15?
rt;o?
tf;o3
13 ; 5-;
/tt'O^
ft '-0-2.
21: /
?.i:^^
METER
READING
2.UZ
37,4
yf.^
/d.n
/A<3
5,^
4-7
7./
6.^
*.r
^.^
YV
/?.(.
/9./
5-.I
4-. fc
5.o
fa , o
70
7.f
(^:)
8,d
(^
^
BASELINE
READING
1:0
/ O
1 ,D
1.0
i ^
1-0
J.O
/ ',
1,0
1-0
1,0
1,0
1,0
|,6>
1,0
l.o
1,0
AC
l.o
1,0
I/O
A 0
1, 0
/,d
DIFFER-
ENCE
ZC.'JL
/
/G4
/S,."j
/>: . -
*A
3.7
:?./
5.;^(
6/')
,' - »,
s,y
//.4
^/
f,/
:?, (b
. ^
2^
2.0
" 1
3.0
1*5
7.3
A^
6><9
*5
5,0
3-0
2,-0
- -6"
>O
^,5
'fiC3
-------
GRAB SAMPLE ANALYSIS
DATE
STATION NO.
-~y
LOCATION
PERSON PERFORMING ANALYSIS
ANALYSIS METHOD
.rV*',f SAi
SAMPLE
KO.
G 5-nt
2
^
1C
1 t
1 1
(*-(* n
L ?
<*
10
n
Gr-H 9
. i^
1
to
n
6-9 7
3
^
./G
1 1
TIME OF
START
OO'c^r
(SO-: is
(90 '..r.
OO'.4-S
-$& fr
OO ' 05
(DO -,70
00;rt
O^l&O
01 '.05
(0(9 ; c, j
/Vr, zo
oo'.r^s
o co : v o
«>^/;c6
fid1. 10
OO'15
ao'^-o
oo:$5
O/ilO
COLLECTTO
TIME OF
FINISH
£r;)5
00,3^
nf. ' ^
0 /', OC<
y^^ / / f CT
O I ' 1 U
0'20
00:35
00 ; SO
0 1 : 03
o!:2jD
O0'*:0
ftCl3.5
no -50
01105
f)|',20
$0;S5
or '4-o
or:. : 5;j
o\:oo
O\ '25
N
DURATION
OF SAMPLE
If"
V
^
c
i *^'
/-T
/.<'
\
j
/
(
/.-"
AT'
;
(
/.'"'
/^'
i
(
p
/fT'
TIME OF
ANALYSIS
O9:i.+-
bO'.Z^r
0<"-^
Ol',34r
/IN 1 J -^ ^i
o/ . 2,0
/o/ ;nr
o\\ o#
o 1 : 3 1
£l;37
' r
oi ; + \
oi:tl
nl\ -2&>
\ \ 4-4-
oi ;^^
o/;4S
00,'BO
01:0-2.
on; oft
Ol\-24*
OH2.2-
METER
READING
20.3
/5,7
1,<0
6,,0
_J^i
/7. ?
?,3
^7
3.4-
3,,X
7,4,
<^.z
^./
-a -7
pp^
9,5
^i.i
5,<
?.c
/i r
4-,(
/^.f
7,5
;v
7..'
/^
/?.6
fi?
7.5
/<
A
-------
GRAB PA::PI.I, ANALYSTS
DATE
LOCATION
7/s/2-
r-r\MTA
STATION NO.
ANALYSIS METHOD
PERSON PERFORMING ANALYSIS
'> '-» '-A.4- C ^", = t .\C ^
I COLLECTION
SAMPLE
NO.
3
TIME OF TIME OF
SXAK'J FiNlSl.
DURATION
OF SAl-L'LE
I /
ANALYSIS
TIME OF 1 MliTER
ANALYSTS | READING
n^L
BASELINE
RI-:ADING
1,0
J.D
DIFFER-j
ENCE ! PPI1
/.o
' /5
^O-.fc)
4.2-
1,0
j^L20
T^L
rr 35
l.O
^.k |/.j
1.0
1,0
5
if,
4,2-
1,0
1.5
- \
A
2,1'OU
//, 0
1,0
2.I1. 13
13,0
/, 0
; oo
Ji
2
,
ILZ
1.0
3,5
Aa
, SO
; -2.2.
1,0
3.0
AJ2.
4.
3,0
AJ2_
Cl
B-21
^^
-------
GRAB SAMPLE ANALYSIS
DATE
STATION NO
Xr,.
-<&.->
LOCATION
PERSON PERFORMING ANALYSIS _
^''».. ^ "';~'-
COLLECTION
ANALYSIS METHOD fvi D j {^
_\jc>4^'-.
SAMPLE
NO.
ff- r- /
"
TIME OF
START
TJME OF
FINISH
DURATION
OF SAI'IPLE
1 6'
(9
ANALYSIS
TIME OF
ANALYSIS
METER
RFADING
BASELINE
READING
/-O
DIFFER-
ENCE ! FPi
- "--.
.o
^
2.3'
(.0
±a
1,0
A_T
10
2.1130
ULt
ST.C
&
J^L
fi.O
1^11
ae PS
oo.
i,
40, CD
-Z
1,0
^7.7
00:0-5-
1.0
Z
on
//,0
/6.0
5,
/-
73 :
i
^LZ
G9
/7,0
/, 0
.
7
1,0
7'
12_
9.7
JSL^I
B-22
-------
APPENDIX C
FIELD CALIBRATION FORMS
C-l
-------
CO INSTFUMKNT DAILY CHECK SHEET
STATION NAME
SAMPLE ROTAMETER SETTING
'. : ' _ LOCATION
REFERENCE ROTAMETER SETTING
ZERO BASELINE (% RECORDER CHART) .i.
,0,7
i .3
l,-2_
/./
AA
l<3
i
SPAN
?,R&r
r-.-
( *
43»>
^ori_
/3c?..G
f
.47.3
5"' °
JL^l
1 j *
5C. ^
JT<3.4
3 Ll.
ZERO
! 0 t*L
SPAN
CYL. PRESS
ZET?Q
SJPAN
1
I
!
j
C-3
-------
STATION NAME
SAMPLE ROTAMETER SETTING
ZERO BASELINE (% RECORDER CHART)
SPAN (% RECORDER CHART)
CALIBRATE ADJUST SETTING
CO INSTRUMENT DAILY CHECK SHEET
' f- ^ i_, LOCATION
:., REFERENCE ROTAMETER SETTING
1.0
A-TU-*
OPERATOR
f?£riO//b6 (nv\
DATE
' S ^
L". ' -
? :- 10
!'.,
^'1'i
/^"j > *>n
>;.-;
^;/._!J
/ H' "^ *~*
^ji i
FLOW READING
SAMPLE
^. :>
-5,0
?,^
";: D
3.!*"
Jd~
o.Q
1,0
/./
o.f
6,6,
A/0
/./"
SPAN
. "1 -V
53^
ILL
^
^^
/"-
so./
TM
^7
$0.2.
7-7'fc
"c" O
CC.|
NEW KNOB POS.
ZERO
5^
^~ _^
/
ko
., '";
A, o
6 ^
^
6O
'V "'
/;
(^
Lo
SPAN
>0
lo
(!^.
4-3
43
4-;v:
^'.>.,
f2,£T
^a-ff
4z_
4-2.
4-y
CYL. PRESS
ZERQ SPAN
_,
I
C-4
-------
CO INSTKi.iMiMMi UAH.* CHKCK
STATION NAME (floBjie \/ft*J
SAMPLE ROTAMETER SETTING 2. 0
I
ZERO BASELINE (% RECORDER CHART)
SPAN (% RECORDER CHART) .5*4
LOCATION
REFERENCE ROTAMETER SETTING
CALIBRATE ADJUST SETTING
OPERATOR
c A/-/ /y r,:
DATE
(: ,
'*' ^ J;
1
3 ->'
f, ' ' f'~
FLOW READING
SAMPLE
V ,
6.0
3.1
-27
SI
;
REF
INST. CHECKS
1
1
C-t-*°
Z5o
5.0
2
/
^
A
r
v
3
4
,5
UNADJ. CALIB.
ZERO
S -
5
6
L
(n
(*.->
SPAN
1 ' -.
6 '/. ">
5G
^a
^^
5k
c c
^ >
NEW KNOB POS.
ZERO
7V
75
V-; (
7S
'",
-------
CO INSTRUMENT DATT.Y CHECK SHEET
STATION NAME -b Tf
SAMPLE ROTAMETER SETTING
LOCATION
SPAN
1_
' j-5
55".5
^:; s
El.o
£4,0
NEW KNOB POS.
ZERO
r/.
r/4
^i
*_.-
?t
/.vx; : -.
/-., .v . i 'n,
SPAN
/ ,
/-
r/^.
I "~;
V't
/ /v: , '- '
>!.*"-* , t|>rr
CYL. PRES!
ZF.Kn 1 SPA1
2- '- .}
I
f"2
/(.-:"
/IT^
If^o
!
|
' " " /
, ^ % ,_
/-:-
/(, ;
/i-
' '' 'b
C-6
-------
CO INSTRUMENT DAILY CHECK SHEET
STATION NAME
SAMPLE ROTAMETER SETTING 3*0
ZERO BASELINE (% RECORDER CHART)
SPAN (% RECORDER CHART) ^ '/
CALIBRATE ADJUST SETTING
: C.3
LOCATION
REFERENCE ROTAMETER SETTING 3.0
OPERATOR
DATE
','
i<-.3v
r. v-
i1 ' '
/- ;
i
i
FLOW READING
SAMPLE
' t
1 7
3,D
i _
1 REF
INST. CHECKS
1
>o
"J.^
^.t
2,-B
1
2
r -
,'.S
Me
X
^
3
4
^
TJNADJ. CALIB.
ZERO
H.o
L.O
4-6
(.,0
0/A- ^
SPAN
i'.'
3^7-0
57 0
S7,0
NEW KNOB POS.
ZERO
I'
"1
It
^ju ', O
SPAN
' \
81
^/]
^^-0
CYL. PRESS
7.ERQ
/ "*""
V\ f pj-v ^ "*> '
/ '" -0
I^-D
/ . J <- -.
..
SPAN
//-
;7\' '/
\^
( *l 7 u
I
-------
CO INSTRUMENT DAILY CHECK SHEET
STATION NAME f\Tl,**>-eA
LOCATION
SAMPLE ROTAMETER SETTING
JT'.D REFERENCE ROTAMETER SETTING o".O
ZERO BASELINE (% RECORDER CHART) 6
SPAN (% RECORDER CHART)
CALIBRATE ADJUST SETTING
DATE
6/2-?
f?6
JOoo
7ft
i : ' A- c.
Jfi?
12:^5
1 r :! ,"
fo?5o
FLOW READING
SAMPLE
3t*&
O ^i*
o
35
3,o
?.o
^0
?fl
REF
ft
4|
7'-s
/v
7 a
7?
SPAN
5-5"
^L-O
;lv
4 C-
1 -,
V
1-9
^'^....
CYL. PRESJ
ZERO I SPA1
/ :/" -
/^^
r, ,:
>2£t>
\ ^
&7f
i$:
/tt
1
-------
CO TNSTRtTMKNT DAILY CHECK SHEET
STATION NAME STflQtW ? 7"^/^"/?. ^/JL ( A/-
SAMPLE ROTAMETER SETTING
f ) LOCATION . A;"^ ;. . r" r /- ; /' ^~
^5 O REFERENCE ROTAMETER SETTING ^ *-. >
ZERO BASELINE (% RECORDER CHART) G?
SPAN (% RECORDER CHART)
CALIBRATE ADJUST SETTING
DATE
r '
i . .*.--,
Co ' -
j~> fs
'
(0/^0/73
-7 / »
"' V"
!'',"'
/ f , . ,
r/.''. '
» <:.
1 / ' V 2
'tsce>
Vjff
FLOW READING
SAMPLE
-TW
1*'k &
3,5
.\o
3,1
-L.I
i '
i / *
o b-
r-
C%c 0
Jt i *^5
^,,
r.4
>/^
At P.
3,V
REF
.'y-x. ^^
\ /^
/>L '7-
" V*' \'^"-
t v
/nc+ri,,
OKJI-T
2- ~7
_> (
OPEI
^ / t
IATOR:^^/ - "/u^'A,1
^,, ; > - , t i/
INST. CHECKS
1
/b
.r;
4T<
/ r5
2C
i'S
S I
"
^,-
IS*
?<>£
Uv
, -t
S
2 3
\r p w«
nftl^Di
i1
f f
fc
*
^
16
»v
' 1 ^
X
f'-
to.
^
1 *A
'V
t)-c
fl\
j y ;
p(^J
"0
4
c^
\
' .
'"
'j
t
j
Hi i
-
'nJ
UNADJ. CALEB.
ZERO
OA/
^nS3
c
l ;'
12.6
/O- 6
/-o,o
*^'«"\
\
/.. - -
7
i3 c
SPAN
VS$?M
r i
(rb
' ; r
6-2.'
.
62
7-b
c*
l"^"o
&
NEW KNOB POS.
ZERO
3-0
C/M/v
^r
^ ^
*r,r
a.c
2o
3X
/ W
Onil/
iT7 '*~^ f )
3*
2 i
Ho
?a*el m
SPAN
71-
r££ /4
^^"
^.d
^.f..
?6---
77
93 ,
r^ .. '
;.."
7 '> ,'t
Afd)O
^,;,
.-'C7£
a
itv;
<)
***-' * * '
/6 .
><: - ^
//: -
)7Jo
'Vo
/v:' '
itf.
/?.-,
//;,,-
O
C-9
6
/" ^/-/
-------
CO INSTRUMENT DAILY CHECK SHEET
STATION NAME
LOCATION
SAMPLE ROTAMETER SETTING
,S
SPAN (% RECORDER CHART)
CALIBRATE ADJUST SETTING
DATE
b( 3o
/ 330
1 O -
nVJi
73K
' ~f
11 -; '
7/tell3
FLOW READING
SAMPLE
*0
^
3.5
-3$
--"1
' ' w
J'tT
REF
ST7,o
V A'
OPERATOR /^ S.£'e*F^ /(' ^' S i >
INST. CHECKS
1
i,
^
/
^
^
2
X
J
^
y
X
xio
3
4
5
UNADJ. CALIB.
ZERO
7
7,5
IZO
7
5".5
5:0
SPAN
57
£7,5
G^-
58
65
^,5-
NEW KNOB PCS.
ZERO
JS-6
£4
55.5
6'.o
^.fr
g^
SPAN
4*r
-? z
qj,:
^2,o
u 7.<^
^-z
-
CYL. PRESS
ZERO
»*>
,-7-
1*16
/41-,
N ^>t>
1300
-/2-T6"
SPAN
I'Tic,
/b<-O
/ - -:o
/ '. "
ISou
1^-75
/v^r
C-10
-------
CO INSTRUMENT DAILY nHF.CK SHEET
STATION NAME m"L^, 17 6 ^c:
/
y
r
3^
£
j
^
rGn-.
)
L_
Cf y
ff5-
j
rl
s
UNADJ. CALIB.
ZERO
WQr\ L
K'ATf (f*\.
j ^
5. :
4,5
/2 ;o
y- ,/
;
SPAN
r^
6-i
S'/
cr-
TAJ^ Ttf
NEW KNOB POS.
ZERO
8 I
§L
c ,
£z
%
o if^/2^
SPAN
77
7«
. -,
f7
(JUu>v
F7^//
CYL. PRESS
7.KRO
/f
l*?^0
)£->-
/ZZ5
»" '.'
-(
tr
gPAN
/>
i?tc
/ 55"o
i
C-ll
-------
APPENDIX D
INSTRUMENT DRIFT STATISTICS
D-l
-------
TABLE I)]. Zero and span 24-hour drift statistics Tor CO analyzers.
The numbers under Span and Zero headings are the drift in ppm in 24
hours. Negative indicates a decrease in the zero or span point.
PITTSBURGH
Date
6-21
6-22
6-23
6-24
Mean
Standard
Deviation
Unit 1
Zero
-1.5
-1.0
-0.5
-1.0
-1.0
0.4
Span
-2.5
-2.0
-2.0
-1.5
-2.0
0.4
Unit 2
Zero
0.0
0.0
0.0
-0.5
-0.1
0.0
Span
0.0
0.0
0.0
-0.5
-0.1
0.0
Unit 3
Zero
0.0
0.0
0.0
0.0
0.0
0.0
Span
0.0
0.0
0.0
0.0
0.0
0.0
ATLANTA
Date
6-30
7-1
7-2
7-3
7-4
7-5
Mean
Standard
Deviation
Unit 5
Zero
0.5
0.5
3.0
0.0
0.0
-0.5
0.6
1.1
Span
0.5
0.0
3.5
0.0
0.0
0.0
0.7
1.3
Unit 6
Zero
2.5
0.5
3.0
0.0
2.0
0.0
1.3
1.2
Span
4.0
1.0
3.0
0.5
2.5
0.5
1.9
1.3
Unit 3
Zero
0.0
0.0
0.0
-0.5
0.0
0.0
-1.0
0.0
Span
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
D-3
-------
-------
APPENDIX E.
THEORETICAL COMPUTATION OF CO CONCENTRATION
FOR TRAFFIC AT PITTSBURGH STADIUM
E-l
-------
THEORETICAL COMPUTATION OF CO CONCENTRATION
FOR TRAFFIC AT PITTSBURGH STADIUM
One of the primary uses of the data collected in this study
will be in assessing procedures for estimating CO concentrations about
proposed sports complexes. The research team was, thus, motivated to
try a simple model comparison with the data. A case was selected in
which the prototype situation could be most closely approximated by
an analytic model and one in which the best estimates could be made
of the model parameters describing the site characteristics.
The prototype situation was that of site C2 in Pittsburgh (see
Figure 2) for aftergame traffic moving along North Shore Drive from
Allegheny Avenue. The model is shown below.
LINE OF TRAFFIC
800 m
40 m
20 m
U
ANALYZER
E-3
-------
CO was assumed to be generated only by cars moving along the heavy
line; no contribution from the parking lots was included.
Concentration, x. from a point source of strength Q is given by
(E.I)
y z
where Q is the point strength in gm/sec, a and a are the standard
y z
deviations in the y and z directions respectively of a Gaussian
concentration, u is the average wind speed, H is the source height
and z is measured in the vertical. It was assumed z-H"=0 (source
and receptor at the same height), 0 = 4.5m and a (x) = .08x
z y
corresponding to D class stability. For reflection at the
bottom boundary, the source strength must be doubled. Therefore,
the concentration from a line source parallel to the wind is given
by integrating x along the line. Assuming Q constant along the line
gives
10m 2
(Z)2 dx (E-2)
2 800m
Graphically integrating (E.2) for y = 20m (the concentration appropriate
to the analyzer location 20m off the centerline) gives
1.58Q
or
XB S 2
-j - .1118/m . (E.3)
E-4
-------
The contribution from the traffic moving perpendicular to the wind
is obtained by integrating x along the line 10m to the left of the
analyzer,
40m
exp {-
uiro a
7 Z -20m
Q -
= = e dp where p = J-
irua * ^ a
z J y
/iT ua
z
or
xi" 2
-±- = .1254/m (E.4)
The total concentration at the analyzer is, thus,
XT = .2372 | gm/m3 (E.5)
3
Assuming a 1973 mix of automobiles, the CO emission factor is
80 gm/vehicle mi. If the cars are assumed to be moving at 5 mph
3
the speed adjustment factor is 3.0. If the car spacing is 6m
the line source strength is
_ 80 gm _ 1 vehicle m 1 mi ^ 2.5m ^
vehicle mi 6m , .. , ..3 sec
1.6 x 10 m
= 62.5 gm/msec
E-5
-------
With u = 4.5 mph = (2.0 m/sec)
X = 62.5 gm . 1 sec 0.2372 , . ,3
T "T ' "7.4 gm/m
msec 2m m °
or
XT = 5.7 ppm .
Since three lanes of traffic were present (3 x Q)
XT = 17.1 ppm .
This concentration assumes a steady state source contribution. If
the source lasted for one hour, the hourly average would be 17.1 ppm.
Since the traffic moves out of the stadium area in less than an hour,
the hourly average must be less than 17.1 ppm. The constant line
source strength based on the maximum emissions along its total
length (3 cars every 6m) would also overestimate the hourly
average .
If we allow for this by assuming 100% capacity for the 30 minutes
directly following the game , 50% capacity for the next 15 minutes
and 25% capacity for the next 15 minutes, the hourly average would
be
XAVG = (17'1 X 2 + 8>5 + 4'3)/4
=11.8 ppm .
CO concentrations, above the background nighttime values, observed
at site C2 for the four fifteen minute periods starting at the end
of the ballgame were 14.0 ppm, 19.0 ppm, 25.0 ppm and 15.0 ppm giving
an hourly average of 18.3 ppm.
E-6
-------
The difference between the computed and measured concentrations
could be the CO produced by vehicles in the parking lots which were
not included in the linear source model. This leads to a parking lot
contribution to the hourly average of about 6.5 ppm.
On 21 June the attendance was about half that of 23 June (see
Table III) and the wind was about the same speed and from the west. Under
the same assumptions used for 23 June the computed hourly average CO con-
centration is 5.9 ppm. The measured values for the four fifteen minute
periods starting at the end of the game were 1.0 ppm, 19.5 ppm, 6.0 ppm
and 1.0 ppm above the diurnal trend giving an hourly average of 6.9 ppm.
This would yield a parking lot contribution to the hourly average of only
about 1 ppm.
For 22 June the attendance was about the same as 23 June. All
other variables were the same except the wind direction which was from
the south instead of the west, i.e. perpendicular to the long traffic
line source of the model. The wind direction effect is highlighted if
the preceeding calculations are repeated for 22 June and a west wind is
assumed as before. The computed hourly average is, thus, the same as
for 23 June, 11.8 ppm. The observed average is only 5.6 ppm at site C2
reflecting the effect of the south wind in reducing the concentration
at C2.
E-7
-------
TFCHIMICAL REPORT DATA
(Please read Littructions on tht reverse before completing)
1. REPORT NO. 2
EPA-450/3-74-049
4. TITLE AND SUBTITLE
Carbon Monoxide Measurements in the Vicinity of
Sports Stadiums
7 AUTHOR(S)
Bach, W.D., B.W. Crissman, C.E. Decker, J.W. Minear,
P.P. Rasberry and J.B. Tommerdahl
9. PERFORMING ORGANIZATION NAME AND ADDRESS
Research Triangle Institute
Research Triangle Park, N.C. 27711
12. SPONSORING AGENCY NAME AND ADDRESS
U.S. Environmental Protection Agency
Office of Air Quality Planning and Standards
Monitoring and Data Analysis Division
Research Triangle Park, N.C. 27711
3. REC'PIENT'S ACCESSION' NO.
5. REPORT DATE
July 1973
6. PERFORMING ORGANIZATION CODE
8. PERFORMING ORGANIZATION REPORT NC
10. PROGRAM ELEMENT NO.
2AC 129
11. CONTRACT/GRANT NO.
68-02-1096 Task No. 1
13. TYPE OF REPORT AND PERIOD COVERED
Final June-July 1973
14. SPONSORING AGENCY CODE
15. SUPPLEMENTARY NOTES
16. ABSTRACT
Monitoring studies of ambient CO concentrations in the vicinity of major league
baseball stadiums in Pittsburgh and Atlanta were conducted for approximately 1 week
in each location. Wind speed and direction were also recorded on the site. Traffic
was monitored for 1-hour periods before and after games. Grab samples of CO were
also obtained during the one hour periods before and after games. No violations of
the 1-hour National Ambient Air Quality Standard for CO were observed. Highest
concentration occurred immediately after the games. Traffic was observed to clear
out within about 30 minutes after a game. Some of the data suggest that a less
efficient system of traffic controls may result in violations of the 1-hour National
Ambient Air Quality Standard in certain locations.
17. KEY WORDS AND DOCUMENT ANALYSIS
a. DESCRIPTORS
Air Pollution, Parking Facilities, Exhaust
Emissions, Micro Meteorology Traffic
Surveys
13. DISTRIBUTION STATEMENT
Unlimited
b. IDENTIFIERS/OPEN ENDED TERMS
Indirect Sources
Ambient CO Concentrations
Air Quality Monitoring
19. SECURITY CLASS (This Report)
UNCLASSIFIED
20. SECURITY CLASS (This page)
UNCLASSIFIED
c. COS AT I Field/Group
13/02
21. NO. OF PAGES
98
22. PRICE
EPA Form 2220-1 (9-73)
E-8
-------