HomeMy WebLinkAboutAGENDA BACKUP 03-07-85
<c(sD
Central Contra Costa Sanitary District
BOARD OF DIRECTORS
NO. IV. BIDS & AWARDS
1 3 7 85
POSITION PAPER
VIA: ROGER J. DOLAN
General Manager-Chief Engineer
DATE
SUBJECT
February 11, 1985
TYPE OF ACTION
FOR lHE INSTALLATION OF THE COMPUTER ROOM HV AC SYSTEM
AND AUTHORIZE $52,000 FROM SEWER CONSTRUCTION
FUNDS
~ ARD CONTRACT
AUTHORIZE FUNDS
SUBMITTED BY
Dave Rei ndl
INITIATING,cEPJ./DIV.i
~nglneer ng Division
ISSUE: Bids were received and opened on February 11, 1985, and the Board may
award a contract or reject all bids within 60 days. Board authorization is
required prior to any expenditure of Sewer Construction Funds.
BACKGROUND: Duri ng the Stage 5A constructi on, it became evident that the ai r
conditioning system for the plant computers was inadequate. An existing unit
that was originally installed in 1957 was relocated to provide supplemental
cool ing. Neither system provides adequate capacity, filtration, or temperature
control and as a result the plant is experiencing unnecessary computer down time
as well as elevated maintenance costs.
Under the proposed project, a proper computer room HVAC unit would be installed.
The new process HVAC unit was purchased by the District using a competitive bid
in August 1984 and equipment was delivered in January 1985. The plans and
specifications to install the HVAC unit were advertised on January 15, 1985 and
January 22, 1985. Five bids were received and opened on February 11, 1985. The
bids are summarized on Attachment 1.
The low bi d, at $37,804, was $14,700 greater than the Engi neer' s Estimate. The
differences between the Engineer's Estimate and the low bid have been reconciled
and the Engineer's Estimate did not adequately address the labor required for
demolition and rework within an operating control room/computer room environment.
The price proposed by the low bidder is reasonable for the work. This is
supported by the 3% spread between the three low bidders.
The lowest responsible bidder is Cal-Neva Environmental Systems. The bid is
responsive to the bid request documents. Based on checking references, this
contractor has the experience to successfully complete the project.
A post bid/preconstruction cost estimate is included as Attachment 2. The cost
for construction administration reflects the inefficiencies associated with small
projects as well as the high level of effort required for work around an
operati ng computer. An authorization of $52,000 is requi red to compl ete the
proj ect.
RECOMMENDATION: Award the contract for installation of the computer room HVAC to
Cal-Neva Environmental Systems and authorize $52,000 from Sewer Construction
Funds.
Attachments
REVIEWED AND RECOMMENDED FOR BOARD ACTION
RAB
DR
V.(...
JL
fi~
ATTAOiMENT 1
COMPUTER ROOM HV AC INSTALLATION
PROJ ECT NO. 20017
l. Cal-Neva Environmental Systems $37.804.00
2. Vann Engineering 37.975.00
3. Alhambra Electric 38.808.00
4. Linford Air & Refrigeration 57.700.00
5. Ai re Sheet Metal 62.643.00
ENGINEER's ESTIMATE 23.100.00
ATTAOiMENT 2
..,
POST BID/PRE-AWARD COST ESTIMATE
Construction Contract $37,804.00
Contingency (15%) 5,700.00
Equipment Purchase 13,506.00
Construction Subtotal $57,010.00
Design and Project Management 5,546.00
(Expended To Date)
Estimated Construction 12,700.00
Administration
Estimated Total Project Cost $75,256.00
Less Previous Authorizations - 23,262.00
TOTAL $51,994.00
AUTHORIZATION REQUIRED $52,000.00
Contra Costa San
BOARD OF DIRECTORS
District
NO.V. CONSENT CALENDAR
VIA: ROGER J. DOLAN
General Manager-Chief Engineer
SUBJECT APPROVE CEN E GREEMENT TH .
UNDERGROUND ELECTRICAL TRANSMISSION LINE CROSSING
DISTRICT PROPERTY IN MORAGA - JOB 1615
DATE
TYPE OF ACTION
APPROVE LI CENSE
AGREEMENT
SUBMITTED BY -
DENNIS HALL
INITIATING DEPT./DIV.
CONSTRUCTION AND SERVICES
ISSUE: P.G.& E. has requested permission to cross District property in
Moraga with an underground electric transmission line.
BACKGROUND: The requested crossing is over the old Sacramento Northern Railroad
property which the District acquired in 1959. One of the conditions of the
deed to the District reserved the right of the Grantors to install utilities
across and along the property deeded to the District. This reservation
appears to relate to potential subdivision maps that might be filed by the
grantors of the property, who were Utah Construction Company and Preston
Management Compnay. Since this request by P.G.& E. is not being made in
conjuction with a subdivision map, the request for usage apparently does
not apply to the deed reservation. Hence, a separate agreement is needed
for this crossing.
Staff has determined that the underground electrical crossing will not
interfere with District facilities. In the interest of cooperation, staff
has prepared a revocable license which protects the District while allowing
P.G.& E. to proceed with its construction.
RECOMMENDATIONS: Approve the ljc~nse agreement with PG & E fer an underground
electrical transmission line crossing District property in Moraga and adopt a
resolution authorizing the President of the Board to execute said agreement.
REVIEWED AND RECOMMENDED FOR BOARD ACTION
J'14
DH
If
/'IJ
~
INITIATING DEPT./DIV.
RAB
-----------,-. -.-----....--..-.- .. ......-..-.-.-----.-..--...... ......--..-..-------.- ....
~. Q" ~J5"
~ 40 I~+
I . " 7
;:;111 41 7.... 2 ~
F!6....E.. CROSSING .30'
"3' L~~ .i4.L""" Z' ~4
~ iI.-!''''''''''- ~ f. fIt,~ ;
V ,. .. ~.: "'. ~ ", · ~ ~ !;\l9 .' '!.t.:' '"
~ ~~ 1ST. " ,,' ~ /~It.t 17 tI
~ ~..... ,\ ...... 00 ~11
... 0 ~. ,6 ~a.. - k- 92 l\ ~O
I ;/ I ~~.. \ ".. '"';02~, 10
I i~~ ,f .~ ~ .. .. ~V ,01 10J ~101 -; ~I:
J ~ ~ r~. of: 5 it _I. ~ ~ 100 1 ... ~ ~I---
" ' ., . ''I. "'... ~ -: . II ....
~ ~ '91! ...'.. OOA' rJ............ /~:=. - -.I ,~
~.i' ~ ~ Z ~. .~ ~~ ~!. ~" .,.
..-" I.. ~ v~ ....0 'J..I.I 1I.!l_
.... ... 7foro ~ q,ZI I 0'0 -'1~fI
h~ A 7 ~ " I 4" 17 ,'I'1ot 4 \ 10
I~" ~ ~ , . ~ S.... 2 12
! I ,.~ ~ v.~~ . 38 !I S U
A.- I~ ~1..i7. >...., Z5 '~~''''
- q?~A:) I~ 'I.~~O' n~"".AJ~ '.'k ~~ ~ ~ /CC_C S. O. III'
r~<s 7.~ IJ~ A) Vr:;; '''''s..: ~ ), t,.... . ~ ~ \1 .. I~I r
, 'All ~ Y!. ~ . // /~ ~47\~ -- ~~
. ~~~~2"', ~J I~' ~/~~t>>I;\4:r ~\' 4:~ t"j
1 ~~~!A.. BJ,c,~ _ :~ \ I =
~ CIC ~~~~~ '0" ~ ~ II ~ ~
:= ~ ~~ 'j~' ~ >-;::,n ,~~~~ · 10 SUB ~ ~ ~, 1li~~YXJ, ~tO ~,.
:'82~. ~g~ .O~ ~ Pc-n-UF ~, _ ~~/'.>I .'"
\- jV--~ . - + ~~' ~~~ - -~~~/(~ ~~~
~ ~ OS .. .,IJ.... A~~ 0." :l" ):.~,r~V ""
$1 \ )(\~o~i1J. T- ~ V 14
II ~,. i.JW" fi.'t~ ~1 - I
~: . ~ ~ U~-ft ~ J,I, )ill.. ~:li ...t,"~ ~i~~~~:'-I ~
UTAH CONST. . MINING CO. Ur 0... ,', ,\ '-'.....,
~ OS.&lAC ~ "~:;?4..)'
(~ I. 1-"" II: 'i3'
SI-rJ:: I '\+'.lfJ 9~1~- I~ '\i ~ c ~
, c;,.. ~! ::l\ ~, ,!" M ~ 0 ~~
.; ... p ~ ~..:t. ~ ~~~
.l~ ~~I~ ~ ~ ~?
· ~~ ~ t!?V ~-~
.
~
\\~~~ v-\ .).\'\
// ~~/ 6 ""--
-/
.....~
.....~ ;,.."c5'
......QO~
Oc:P
I/I~ - -
Ik
J4
~ 17
<"4-
" of>
13
I
I
)
t
I
'l!!
1.
-
.
,
'''-.
4507
0)
~
~
~,
~...
+~
"< ..........
Go~
'",,-
'""0.,
~...
i' ~,
\
~ ", ..
,~c
~~; Oof>
5~~
v. '" . "'" -r...C'; '4)-
8~ '\0' .... =
~. h -e"'r ~... "';.., .
16~&Sr~ ~ .. '
4~e 28 -.........;'~ ~~~ "0
.....\ 36 8 I, i ' ~;::'e "-"'or. ~... .1" ..~t... ",..'
~'~/ + ""~ II It. ""
.... ,\; I Cl;!
~\~Y ~ ~~. ~
~ It' IV ~~ to .......... ~ \' 11 *. I' C. 9P
- ~ ~ ~ 3020 ao I
~ ~35". "fj4J .,;" -"""::::r 8'.....~ M\\ (" ",. ..... 15 ..
.~r ~ "i .."'.' ",,-,V_') II ZI '"-i! ~ 2
.'1 > iJf J r}#J 10 0 lC ~~/,4q .-,., !to ' 1
UII "c~ Co'" - I " 'I. Q. 7 ~
._ ....:.L,"r~ +. ~ ~~r/ COII"'ll''' Z7 ...,.. ~!to4 1 'II
~ 1"~ ~.L f104'{~J:F..r--......... ' tiffj ~ I~!I ~ ~
'ftI ,.i' "/7/",--: 0 1>L / -.- ...' .~~ ~ '
'fo~ ~ q,'V ~ ~;; A 7 ~ 9 ~~. 11
~"!;l~~ ~ 'i. VI -; to"1-!/~..,~ Ie "\.\'.:'~... ~ ~-' II I ~1l1 7 .~ \ II 12
.....'t!~ ,V '" S1L~IA....~T ~ ~"lt .. WJ... I
,,~ r8qp~~~'5 S ~7' ~ Approve License Agreement
,tt t- 24 ," .. 6 ~jll.ri for P.G.&E. Crossing
\ '- ~ 'i;:!. kiN TO t ~t>. ' 7 I Ilo.. ""::-J
No
10.... ...
'L'"i 5Ya,;", --...., - ../5 I rT 2 S
:==t s~. OE.J JJi-J, tgf. of.C'~ 4 ~~ IIlU _ 418 Ujti
:::J, 5~~ ~ rvJ ~~. I-~~~I~~ -- :30131111\;I~_"_~':L ___ __~4/< ~ 1 ~
~~...
-
(~".~II."/ ~
\0- ~
~
~o
,I
10
81
G>
50
1'.41"C"
.I~
\(>.,
rC-
t'
...~
~ :7.
~
S5~
1 :11! "
~~
,.
1 ~
6, 5& ~
5 01\
C{II'~ 7
45"
,
11-
50
35
c:>
27 7
25
~
.
10 AI.
5 ~...
34
23
8
3
45
47 /if) 44
~
c((SD
Central Contra Costa Sanitary District
BOARD OF DIRECTORS
POSITION ftAPER VIA: ROGER J. DOLAN
r"" General Manager-Chief Engineer
SUBJECT AUTHORIZATION FOR P.A. 85-5 (DANVILLE) TO BE
INCLUDED IN A FUTURE FORMAL ANNEXATION TO THE
DISTRICT
2
DATE
February 26,
TYPE OF ACTION
ACCEPT FOR PROCESSING
SUBMITTED BY
Dennis Hall
Parcel
No.
85-5
Area
Oanville
Owner
Address
Parcel No. & Acrea e
George A. Magruder
2681 Stone Valley Road
Oanville, CA
1 96- 01 0- 006 ( 2. 00 Ac.)
Lead
Remarks A enc
Existing house - CCCSO
Failing Septic tank
system. District to
prepare "Notice of
Exemption".
RECOMMENDATION: Authorize P.A. 85-5 to be included in a future formal annexation.
REVIEWED AND RECOMMENDED FOR BOARD ACT/ON
I'll
DH
/U
ftvV1
JMc
H(l
INITIATING DEPT./DIV.
RAB
II
t1~~ill:\\~ill\\\\;[[::\:[:[:::::::\[\::\:i~:~~fil~ri:
HlIIIP><P!Y
I~O, 7~ AC
I.
r1 ~.,.
f>.rJ
BISCHOFF
12.90 AC
74
73
~ 9AC
OSBOR~J
32.20 AC
PROPOSED ANNEXATION
PA. 85-5
.----------.----...1-.' .-,---- .--..-. .. - .-------.. ,----.-.--,-'~---.-.. --..--- .....
<((sD
Central Contra Costa Sanitary District
BOARD OF DIRECTORS
N~V. CONSENT CALENDAR
3 3/7/85
POSITION PAPER
VIA: ROGER J. DOLAN
General Manager-Chief Engineer
DATE
FEBRUARY 28 1
SUBJECT C TYPE OF ACTION
SEMINAR ENTITLED IIMANAGEMENT OF CHANGE ORDERS AND CLAIMS IN EPA AUTHORIZE ATTENDANCE
FUNDED PROJECTS,II MARCH 19-21,1985, IN SAN DIEGO, CALIFORNIA, AT SEMINAR
AT A COST NOT TO EXCEED $1,050.
SUBMITTED BY
ROBERT A. BAKER
INITIATING DEPT./DIV.
ENGINEERING DEPARTMENT
ISSUE: Board approval of this seminar is required because the cost exceeds $500.
BACKGROUND: The District has received bids on its Stage 5B Treatment Plant Expansion
Project. Construction of this project is scheduled to start in May 1985. This
project is grant funded, and the Environmental Protection Agency recommends that
representatives of grantee organizations attend the above-referenced seminar to
enhance their knowledge of management of change orders and claims.
The cost of the seminar, meals, travel, and lodging is estimated to be $1,050.
The cost of the seminar and travel expenses are allowable for grant reimbursement.
Fundsare available in the 5B Project budget for this seminar.
RECOMMENDATION: Authorize the attendance of Jay McCoy at the above-named seminar in
San Diego at a cost not to exceed $1,050.
REVIEWED AND RECOMMENDED FOR BOARD ACTION
RAB
Central Contra Costa Sanitary District
BOARD OF DIRECTORS
NO. VI. ADMINISTRATIVE
1 3
POSITION PAPER
VIA: ROGER J. DOLAN
General Manager-Chief Engineer
DATE
Februar 26, 1985
SUBJECT
CONSIDER DEFERRED COMPENSATION PlAN EMERGENCY WITHDRAWAL
REQUEST
TYPE OF ACTION
CONSIDER EMERGENCY
WITHDRAW AL
SUBMITTED BY
WALTER FUNASAKI, FINANCE OFFICER
INITIATING DEPT./DIV.
ADMINISTRATIVE FINANCE
ISSUE: Board of Directors approval is required for emergency withdrawals from the
Deferred Compensation Plan.
BACKGROUND: M. Mull in, Permit and Services Technician, has requested a $1,758
emergency withdrawal from the Deferred Compensation Plan based on extreme
financial hardship caused by a medical leave of absence. The Deferred
Compensation Pl an Advisory Committee has considered the request and bel ieves it
meets the requirements for emergency withdrawal; the committee, therefore,
recommends approval of the withdrawal request.
RECOMMENDATION: The Deferred Compensati on Pl an Adv i sory Committee recommends
approval of M. Mullin's request for emergency withdrawal of $1,758 from the
Deferred Compensation Plan.
REVIEWED AND RECOMMENDED FOR BOARD ACTION
PM
IN?~=.
WF
~
-,--._. .._.__.___.____..__...._M____'"_"__"'.__._.""__"_.._.__.__..~___~__._________,._,__._..,.
Sanitary
BOARD OF DIRECTORS
NO. VI I. PLANT
1 3/7 /85
POSITION PAPER
VIA: ROGER J. DOLAN
General Manager-Chief Engineer
DATE
SUBJECT
Februar 22, 1985
TYPE OF ACTION
ACCEPTANCE OF
RE RT
BOARD ACCEPTANCE OF 1984 ANNUAl SELF-t<<>NITORING PROGRAM
SUBMITTED BY
Issue: The Central Contra Costa Sanitary District's Self-Monitoring
Program annual report for 1984 has been prepared for submission to the
California Regional Water Quality Control Board, San Francisco Bay
Section. This report is presented to the Board at this time for its
information and acceptance.
Background: All effluent requirements were met through the year with the
exception of 31 non-zero chlorine residual violations readings out of
8,503 analyses. These non-zero viol ati ons were because of process
control problems with a total duration of less than 5.8 hours. The total
duration of these violations represents seven-one hundreths of one
percent of the total and a major reduction fran the 35 hours in 1983.
The effluent discharge to the Bay is several miles downstream of the
sample point. Because of this extended contact time in the outfall line,
the chlorine residual probably never reached the receiving water to cause
any detrimental effects on the water qual ity. There was one total
coliform violation. This occurred on the first day of the outfall
project basin overflow; it is believed that that violation was caused by
excessive soil contamination while Plant effluent was passing through the
holding basins. During this project period a special effluent quality
monitoring program was implemented by the Plant Operations Department
Laboratory staff at the request of the California Regional Water Quality
Control Board. It showed no degradation in water or effl uent quality
during this period.
There was a total of 14,384 million gallons of wastewater treated for an
average daily flow of 39.3 million gallons. This flOtl is a 19 percent
decrease over 1983 which was a very high wet weather year. The treatment
pl ant operated throughout the year and produced an effl uent with an
average BOD and total suspended solids concentration of 6 mg/l each. The
BOD and total suspended solids removal efficiency for the plant averaged
96 percent and 97 percent, respectively.
There was a total of 61,260 tons, wet weight, of solids disposed of this
year by landfilling; 3,723 tons of solids was incinerated in the multiple
hearth furnace. The dewatered sl udge met the regul atory cri teri a for
off- site disposal by truck hauling to Acme Fill.
REVIEWED AND RECOMMENDED FOR BOARD ACTION
CWB
Upon acceptance of this report by the Central Contra Costa Sanitary
District Board of Directors, the Annual Self-Monitoring Program Report
will be submitted to the California Regional Water Quality Control Board.
Recommendation: Acceptance of the 1984 Annual Self-Monitoring Program
Report.
I'.'
REVIEWED AND RECOMMENDED FOR BOARD ACTION
INITIATING DEPT./DIV,
GEN. MGR'/CHIEF ENG.
_._--.....-._---~--_.._-_."~----'--_..._._-----~--_._._"'-...~-_.._,-""--_.__._._.._-----~_.~,-----
Page No. _of _
CENTRAl CONTRA roSTA SANITARY DISTRICT
DISCHARGER'S MONITORING PROGRAM REPORT
CENTRAl roNTRA roST A
REPORTING DISCHARGER SANITARY DISTRICT
DATE OF REPORT February 13, 1985
REPORTING PERIOD Jan.-Dec. 1984
SUBJECT: ANNUAL REPORT
COtJMENTS:
Enclosed is the 1984 annual report. The report presents yearly totals,
averages, maximums, and minimums on the District's influent, final
effluent, and receiving water quality parameters. The dewatered sludge
characteristics and disposal data is presented separately in table 19.
Selected important data is also presented graphically. All sampling
analyses were performed in accordance with the Water Quality Control
Board's Resolution Nos. 14-95 and 84-11.
In October, 1984, the District had to shut down its outfall discharge
because of outfall inspection and repair. Therefore, the District
requested a temporary waiver of the wastewater discharge requirements
from the Regional Water Quality Control Board. On October 5, 1984, the
Regional Water Quality Control Board granted the waiver, and on
October 13 the District suspended its effluent discharge to $ulsun Bay
and diverted it to the holding basins. On October 18 after the holding
basins' capacity was reached, holding basin "C," last in the series,
started to overflow to Pacheco Slough. A special effluent quality
monitoring program was implemented on that day. This program included,
in addition to the District's normal NPDES monitoring, a selected water
quality criteria monitoring of Walnut Creek/Pacheco Creek upstream and
downstream of the District's discharge. The District's overflow quality
met all the applicable NPOES requirements except for one total coliform
violation on October 18, the first day of the overflow. We believe that
the violation was caused by excessive soil and water contamination of the
effluent while passing through basin "A" to basin "C." The overflow
water quality was consistently equal to or better than the Walnut Creek
background data upstream of the District's discharge. The outfall repair
work was completed on November 21, 1984, and the normal discharge of
effluent was resumed.
In April, 1984, the District implemented the Regional Water Quality
Control Board's mandated effluent chlorination and dechlorination .
monitoring program. Under this program special effluent chlorination and
dechlorination data were collected and transmitted to the Regional Water
Quality Control Board. A total of 31 hourly nonzero chlorine residual
readings were recorded this year. The maximum and minimum readings
recorded were 3.0 and 0.1 mg/l, respectively. These violations were
1984 Annual Report
Page 2
caused by sudden temporary chlorination and dechlorination process
control prob1 ems. A number of steps are p1 anned to e1 iminate most of
these violations in the future. The total duration of these violations
was 5.8 hours out of 8,503 hourly readings recorded. It should be noted,
however, that the effl uent di scharge to the receiving w.ater is several
miles downstream fran the point of sampl ing. Because of this extended
contact time in the outfall pipe the chlorine residual probably never
reached the receiv ing water and therefore di d not have any detrimental
effect on the water quality.
In June, 1984, the Regional Water Quality Control Board mandated a
quarterly exploratory monitoring program on selected organic and metallic
poll utants. The Di strict has successfully carried out thi s additional
monitoring through a contract laboratory. The results of the two
quarterly samplings and analyses are enclosed with this report. No
known dangerous organic poll utants, like PCB and other pestici des, were
detected in the effluent in any significant concentration.
To the best of my knowledge, the information contained herein is true and
correct.
..
II ( 1YVzA,:' ---./
Signature, Director of Laboratory
Certified by California Department
of Public Health
INDEX
PART I - ANNUAL WASTE a-lARACTERISTICS AND LOADING (Conti nued)
pH. Monthly Maximum, Minimum, and Average - Table 11 . · · · · · · , · ,
Settleable Matter, Monthly Maximum, Minimum, and Average - Table 12. ·
. ,
. . .
Total Coliform, Monthly Maximum, Minimum, and Average - Table 13 .
.....
Organic Nitrogen, Monthly Maximum, Minimum. and Average - Table 14 . ·
Ammonia Nitrogen, Monthly Maximum, Minimum, and Average - Table 15
. . .
. .
. . .
Nitrite Nitrogen, Monthly Maximum. Minimum, and Average - Table 16 · ·
. . .
Nitrate Nitrogen, Monthly Maximum, Minimum, and Average - Table 17 · ·
Total Phosphorus, Monthly Maximum, Minimum, and Average - Table 18 .
. . .
. . . .
Solids Handling Summary - Table 19
. . . .
. . . . . . . . . . . . .
. . . .
PART II - RECEIVING WATER a-lARACTERISTICS
Requirement Compliance Summary - Table 20.
. . . .
. . . . . . . . . . . . .
PaQe No.
23
24
25
26
27
28
29
30
31
32
Unionized Ammonia Nitrogen, mg/1, Monthly Maximum, Minimum, and'Average -
Table 21. . . . . . . . 33
pH, Monthly Maximum, Minimum, and Average - Table 22 . . · · · ·
. .
. . . .
Temperature, Monthly Maximum, Minimum, and Average - Table 23.
. .
.....
34
35
Dissolved Oxygen, Monthly Maximum, Minimum, and Average - Table 24 . . . . . 36
Total Coliform, MPN/100m1, Monthly Maximum, Minimum, and Average - Table 25. 37
Color, Turbidity - Table 26. . . . . . · . · · . · .
. . . . . . . . . . . .
38
Walnut Creek Background Data During Effluent Overflow to Pacheco Slough -
Table 27. . . . . . . 39
Quarterly Monitoring Program on Selected Organic and Metallic Pollutants -
(Ten Pages) . . . . 40
Aerial Photo, Receiving Water Station. . . . . . . . . . . . . . . . . . · · 50
--~. .
..... "6,;. .._.... ..~;.._""'~'"...__.__._...._ __ ..._...-...... .......... .
Page-'W6:-'J or- 50.-- ..... , '.
TJillLE 1
CENTRAL CONT~~ COSTh SANITARY DISTRICT
WATER PO~LUTION CO~TROL DIVISION
REQUI~}ENTCOMPLIANCE SUMMARY
Final Effluent (E-001D)
'YEAR
1984
WASTE EFFLUENT
f , , .~.~~
~ . ,
:..; ! r-f " : 00 :: \' . '
fD.-f , .
0 ; .0 GJ '00 s:: Ilf . . . >.
.;.J rJ ., 00 '" t.. - ~
CJ f C!) Jot ., s:: I/) - s:: ~ "Wi::J , "Wi
. kOO . . ~ \.'. ... ..
f;; r-I c:> , ' " .Cl) ~ '" If' Tota1.:Col i form 0
d- .p.J.J Pi''''' . rJ o "Wi -r1
"-' .p.p ; 0 ' . I/)r-f .-fCl) .-fCl) X
rJ J a r:I 0 , 0 "WiJ.f .r::CJ tI: 0
~ U)A . ,:. , JQ U)tI) , - 0 C) UP: . Pt ~
. -
I .;1 ,
: .. . '. . ,
Jot "- - , - t. ... .
. " rI , ,
- ~ .... , . . . . k
"- " , ,- , . ,- . ., . C!.I
rot rot ' .: , ~ , 'J: ~ .-' . k~
"- 'a .... ' , .... .... .... . rl ' . ::Jr.I
. "- . ,
~, '. ~ "- ~ ~ . o~
N -H' .~ 0 .r::(!.I
o. . S ,p, 'S a ... '. Ea . . . ",.p .. I.J.J
M.... 0 0 It) 0 It) 0 0 ,"E. ..... ::J . , \0111
, . . ~o I' III COr/) MO r- III COr/) MO. '::J . 'tj 0 . cnt:S
0 . . M "'It I .~ M Olit ~ .-f . - E .. Cl) G.I ~
.p I ~ I I I I I I ~ - '( Ii CI) lIS
.-l m c:J r/) II) ....00 tfJ I/) 00 r/) a - )( l s:: 0 ~
<:: S::>. A s::>. . s:: >. 5~ s::>. .... s::>. 'E CD . .. 0- - . S:::>
.::i r.I r.I I'd I'd r.s liS r.s C!) I\S Ilf r.s CI) rj rj , E 'it o. en .....0
...1 S!OO r/) GJOO CI)'tJ > > (!.I 00 (!)oo > > CI)'tJ lit Q! ....
:::J :4 ~ 0''''' :E: :E: o "Wi A ::J o.:.Q.) . :11)- . ....
A li.f.J C!) 0 .-:-. P- o .
, . C!) 0 't!) CD IS '4.1 C!) (!) rJlH
o > C!) 0'> o > ~ ::J o > o > C!) ::J 0> Cl) .... a. O'lf.f 0 .!f 0
..... -rl s:: ..... ..... ..... .... 0, ..... -rl -.... ..... r:.:;o .......... .s:: Z'E .._~ 0 .
.J.J4J c:J .p.p .p.p Cl) .p4J .p~ G.I , .p 4J Id 0:; CD, \0 >>
a ::s .p Q) :::J 2 g .a.Jm Cl) ::J jg .pI/) Cl) ::s ~ ~CIl ~~~ ~ ~
E 0 5 ,~ ~ a:: a:: .a~ s:: a:: .ag ,0 CI)
.r:: (.l .r::C!J (!) 0 CI) 0 ~I\S . e.... 11)111
4.1 (;) , .p .pI/) ou .p'1/) .pI/) ou .pm ~ 0- . ..... At rJ
..... s:: t/) .....a:: .....a:: J..a -rla:: ..... a:: J..a .....a:: I/) o Ol oxe ~o
l! 8, f a:: ~8 ~8 cao k 0 J..a 0 vo ~8 s:: ..c ~r.sl'j O'r!
H P.M ..cu .ceu P.M H o '-t ~~I/) III) .Q
_ c/).
- -
_..- .
0/1 0/30 . 0/4' - .1"0;1 , .1
\. 1 0/1 0/1 0/4 0/1 0/1, 1/720 0/22 0/22 0130 0/2
. 0/1 P/29 0/1 f 0/4 I 0/1 0/1 0/4 I 0/1 0/1 12/696 0/21 I 0/21 10/29 0/2
) - I
. Oil I 0/30 0/1 , 0/4 I 0/1 f 0/1 0/4 0/1 0/1 2/720 0/24 ' I 0/24' I 0/30 0/2
- - I 0/1 I 0/28 0/1 10/4, I 0/1 0/1 0/4 0/1 n/1 11/7011 0/21 I 0/21 . 10/28 0/2
1 0/1 , 01311 0/1 I 0/4 Oil 0/1 ., 0/4 0/1 0/1 h 171..1.. 012~ OJ?~ t 0/31 10/2
, - : 0/1 0/29 I 0/1 0/4 0/1 0/1 0/4 0/1 .n/1 In /~Q~ nJ?1 n/'l 10/29 I 0/2
- - I all 0/27 0/1 0/4 0/1 I 0/1 I Olu - 0/1 .(1/1 I ~ /~"7? OJ?~ n/,"I. . 10/27 012
J- i Oil I O/~O 0/1 0/4 ' n/1 n/1 0/4 n/1 0/1 11/720 OJ? "I. t n/,"I. l 0/29 0/2
. 0/1 0/30 0/1 0/4' Oil 0/1 fJ/4' 0/1 : n i"1 ".2.1720' 0/20 0/20 I 0/30 0/2
- 0/1 0/27 . 0/1 t 0/4 0/1 0/1 0/4 0/1 , 0/1 It /(..110. If?Q n/?n I 0"7 I 0'2
- 0/1 0/30 on 10/4 Oil, I 0/1 0/4 O.,ll 1 0/1 lInn n/" n I?? I O/~O o 2
- . I 0/ I 0/~1 I 0/1 10/4 n/1.( n/1 nIb. n/1 I 0/1 4/744 0/21. 0/21 I 0/31 01 2
.tj... O. O.
~ 'j'
o
o
o
n.
o
o
11
o
"
O' 0
. '.
.'. .
. .
INDEX
PART I - ANNUAL WASTE CHARACTERISTICS AND LOADING
PaQe No.
Requirement Compliance Summary, Effluent - Table 1 . . . . . . . . . . . . . 1
Annual Average Waste Characteristics and Loading Summary, Effluent - Table 2 2
Annual Average Waste Characteristics and Loading Summary, Influent-
Waste (A-001) - Table 3 3
Influent Oil and Grease Loading. . . . .
Monthly Average - Influent Flow MGD. . . . . . . . . . . . . . . . . . . . . 4
. . . . . . . . . . . . . . . . . .
Final Effluent Oil and Grease Concentration and Mass Emission.
. . .
. .
. .
Final Effluent Suspended Solids Concentration and Mass Emission. . .
Final Effluent Biochemical Oxygen Demand
. .
. .
. .
. .
. . .
. . .
. . .
. .
. . .
Influent Flow, MGD . .
. . . . . . . . . . . . . . .
. . . . . . . . . . . .
Total Suspended Solids and BOD Removal Efficiency.
. .
. . .
. . .
.....
Final Effluent Fish Toxicity. . . . .
. . . . . . . . . . . . . . . . . . .
...
Final Effluent Total Coliform MPN/100m1.
. . . . . . . . . . . . . . . . . .
Final Effluent pH. .
. . . . . . . . . .
. . .
. . . .
. . .
. . .
.....
Final Effluent 96-Hour Bioassay Results Summary. .
.....
. .
. . . .
. .
Annual Average Waste Characteristics and loading Summary, Effluent,
Nutrients - Table 5
. .
final Effluent Ammonia and Nitrate-Nitrogen Concentration. . . . . . . .
final Effluent Organic Nitrogen, Nitrite Nitrogen, and Total Phosphorus
Concentration. . .
. .
. .
5
6
7
8
9
10
11
12
13
14
15
16
17
Annual Average Waste Characteristics and Loading Summary, Effluent -
. Heavy Metals - Table 6. 18
Annual Average Waste Characteristics and loading Summary, Effluent -
Heavy Metal s - Table 7. 19
Suspended Solids, Monthly Maximum, Minimum, and Average - Table 8.
BOD, Monthly Maximum, Minimum, and Average - Table 9 . . . . . .
.....
. .
. .
. .
Oil and Grease, Monthly Maximum, Minimum, and Average - Table 10
. .
. .
. .
1-""..'
20
21
22
0>-
a:
c:t:
:E
:E
::>
en
~
f- ?:
u 0
a: c:t:
f- 0
~ ....
0 0
>- Z
a: ~
c:t:
~ U)
z u
ct f-
en "" en
cr ii:
w w
.... .... f-
en a:l U
0 c:t: c:t:
U f- a:
c:t: cr
a: :I:
.... U
Z w
0 f-
U U)
.... c:t:
c:t: ==
a: w
.... C)
z c:t:
w
0 a:
w
>
cr
....
~
::>
z
z
~
Page No 0 3 ')f 50
-
CI)
Cb
~
1tI
:>
Cb
~
te
Cb
:>
ClJ
Cb
...
ClJ
.::r-
co
en
-
a: \.D U"\ U"\ .::r- U"\ U"\ .::r-
<C :I: ,...... ,...... -.0 \.D ,...... 0 . . . 0 . 0 \.D
UJ C. . 0 . . r- r- r- r- o or- " ,...... ,...... 0
>- ,..... ,..... ,...... ,...... ,...... r-
c. 0 :
I -
...J ............ 0 to" 0 N en 0 co 0 r-...
<C N \.D
I- roo . 0 \.D \.D . . . 0 . . 0
E en en . 0 C> ..- en 0 en en ,....... .
0 0 en 0 en
I- .- - - ..- -
- - 0 cr 0 U"\ .::r- ,....... 0 U"\ .::r- N -
Z ........ . . . . . . . . . ,.......
I . 0 co co . \.D .
<C C'l U"\ U"\ \.D co \.D ,...... ,....... U"\ \.D
E - - - - - ..- - - - .- - \.D
- .- -
Z
0
x:
x:
<C
>- co M en M U"\ \.D en N \.D ,.......
<( . 0 Q'\ 0'- . . . . . . . \.D
0 .- M ~ . . U"\ - 0 U'\ U'\ .- 0 .
Ow , - \.D \.D N 0 \.D .::r- .- .::r- en \.D \.D
zen 0 en ,....... en ,....... N U'\ co .- en 0 .::r- en
.::r- ..::t U'\
c:t:c:t: ~ ..::t .... N ,....... ,....... ,....... ....... \.D ,....... \.D
,....... co co ,.......
UJ -
....a:
50 ... ....... co N ,....... 0
, C"\ M ..- U'\ - ..::t
.... . . . N
0 . . . . . . . .
co 0 M - ..::t \.D .
:iE \.D en \.D - U"\ -
- U'\ \.D tt'\ N
N ,....... U"\ .::r- U'\ U'\ U'\ .::r- .::!' U'\
~: .. -
.
!
0 .
- W(I) "
..... 00
0 .... \.D co
0 z- U'\ 0 co M
W .... ,>- en .... U'\ ,....... co '-'> U'\ .::r- \.D N
I 0.0 0<( - U'\ en en .- \.D 0 U'\ ..::t ,....... \.D
<C (I) en ~o ..::t U'\ N \.D "" L/\ .- ..::t M 0 \.D .-
.....- ::> N L/\ - \.D \.D ~ co N L/\
M N .- U'\ N \.D
(I) N N N NO N N M N
..... N
C ... 0 en L/\
QJ , ..::t ..::t N co co V:l 0"\
0 .... \.D ,....... U'\ ~ .-
j .... N \.0 en L/\ co co 0 en .::r- ,.....
:iE ....
..... .- .... .... ..- .... ..... N .... .- .-
'to-
C
-
0 en - en .... \.D 0 ~ M .... \.D
0 ,> 0 0 en U"\ \.D N en co co U"\ M ,......
a:l 0<( 0 co M L/\ \.D ..::t '-'> M ,....... ro .::r-
~O .... ..::t N en 0 ""
L/\ M \.D .,....... ....... N N .::r- N
N L/\ .... N N N N M
"" N N N - - N N
... L/\ 0 ,....... M te U"\ ~
, \.D co L/\ en ..- 0 ,.......
0 .::r- 0 \.D ,....... N N L/\ \.D L/\
L/\
:iE .... N .... .- .- .... ..- .... ..... .... .... ....
....
. ~O .::r- N en co ,....... "" .... co .... C':'
. . N N . . . . . . .
Z-O 0 . . . "" \.D
~<(:iE ....... \.D M M ..- ~ ..... L/\ I
.::r- M M U"\ M "" M M M M
" O- M M
;:: .>- 0 \.D N .::r- en ,...... L"
0 ><...10 0 .::r- N co CT\ 0 0 0 . 0
<(-C) 0 . . 0 .... co CT\ ~ 0 0 co I
.... 0
:iE<(:; N r- ..::t CT\ .::r- .::r- M .::r- \.D ..::t
u.. .... M
0_ \.D \.D U"\ .::r-
."-- P .>-- en "" en \.D
..::::: ....... ,....... ..::t
r-- W...IO . . U'\ . . ..... "" 0'\ M
>-C) . . . ""
<(<(:iE U"\ N - ~ L/\ co . i\i . .
..::t .::r ..::t CT\ " ",M L/\ "K.-:' M - .
O- M M en
..::t .::r-
". M
-~ / V-
<< L-
W
... :I: >- QJ L- L- ....~
W ... >- L- ..0 L- ell ell
:!: Z L- ro 4.1 E ell ..0 .D cte:::
<( 0 ro j .J: .... III QJ .D E E :::Ie.:::
<< :iE j L- U 0- ~ ell >- j 4.1 0 ell ell Zw
<( e: .D L- l- e: .... C'l g 4.1 > U 2>
CL ro ell ro 0- j j j U 0 QJ <C<C
-;) ...... x: <C x: ..., ..., <C V'l 0 Z 0
CD
r-
oD
I
~
~
o
CD
~
oQ
1tI
...
Cb
.:::::
....
.~
CI)
Cb
...
::,
.b)
..;::
-b
Cb
...
Q
c::
Cb
.~
~
...
Cb
-c::
...
Q
CI)
CI)
~
c::
~
.....
-\~
~
--r-"'"---.--.-
.>-
a:
< -
:iE CI)
:iE CI)
::,
:> -
en 1tI
>
C) CI)
I- ~ C)
0 0 ~
a: < CI)
I- 0 >
1tI
en ....
0 Cb
0 .....
1tI
>- Z
c:: ~ Cb
< -
~ CI) .Q
1tI
Z U ....
;:: -
<( ~ Cl
CI) N CI) - I
ii: ....
<( W w .E 0
t- ..J t- O
en CD U I
0 <( < CI) IJJ
0 CI) ........
I- a: ...
< :).
< C) ~
X '- C
a: 0 .... CI)
t-
Z "t:i J
W
0 t- III '+-
0 en ... '+-
Q
<( c: IJJ
..J 3:
< Cb
a: w CI) co
t- O '- C'
Z ~
w < ... u..
a: CI)
U w .c:
> -
Q
<( CI)
..J CI)
< CI)
-
::) c:
Z ~
Z -
~
Page No.2 of
50
..::r
co
0"'1
. ~
-' E N'If I U_.f ..::r 0"'1 Lt\ Lt\ 0"'1 "" N "" N co c'. N
00 "" N Lt\ ~ V V f"o N
uo A'lfO-5 V v v V " V V
:,..;-
;0 ...... 31dW'lfS 0"'1 "" IJ'\ co ..::r ..::r ....... ~ rr 0 <":'
1-2: co "" ~ "" .- ..::r ..::r 0:) 0 I
le~ 31~N IS "" v n " 'A \J V 'V V .('j ..:.r
.-
X ~ 0 0 0 0 0 0"'1 co 0"'1 .- N 0"'1 0"'1
. 0 . . 0 . . . . '. . . . 0 0
a.. ....... ....... ....... ....... ....... ....... ~ ~ ~ . ....... ....... ~ ~
..
w ,. .
....a: re .
CDW ~.
<(t- .- .- .-
Wt- ..J .- .- ~ ~ .- .... .- .- .- ~
....c:r ..... . 0 . . . . . . . . . . .
t-:iE ..J 0 0 0 0 0 0 0 0 0 0 0 0 0
~
t;j V V V -.J V \J 'V \/ V V V V "
en
>->- oz~
t-<(
_ en re-UJ
oen :J....:J co co 0 co 0 co 0 0 0 ~ co '0 0"'1
-< cnc(..J 0 0"'1 0
><0 ~>u. 0"'1 0"'1 0 0"'1 0"'1 0 0 0 0"'1
_ u. .- - ..- .- .- .-
0_ >UJ
t-m
x.a: '.
enX
- CD ,.
U-cn
>- .- 0"'1 N 0"'1 co ..:r co 0 co co 0"'1 ~ N
c( . . . ..,. . . . . . . . 0 .
0 0"'1 "" 0"'1 N ~ co "" ..::r ..::r 0 N Lt\ Lf\
OW ..... Lt\ "" ....... ..::r Lt\ ....... 0 ....... ~ co 0 0 ~
zen 0 .- .- N .- - ..- .- - N "" .-
<< ~
W
-' a:
DC) .... 0"'1 Lt\ 0"'1
..... 0"'1 0"'1 0"'1 0 ~. ~ ~ "" ..::r N
0 . . . . . . . . . . . .
:E 0 0 .- .- - 0 0 0 .- - .- .- .....
....
oc( ~ ~ ...... co ~ ..::r ~ .......
~UJ> ....... ....... co co .......
reo 0"'1 0"'1 0"'1 0"'1 0"'1 C"\ 0"'1 .0"'1 0"'1 0"'1 0"'1 a\ 0"'1
0 :E . .,
Wen \
Co
z-
W .... .....>- ..::r LI\ LI\ .-
a.o 0<( 0"'1 ..::r ..::r .- LI\ ,LI\ LI\ 0 LI\
en en ~o ....... 0 U'\ ....... "" .- .... ~ 0 0 IJ'\ C"\ ~
;:l co 0"'1 co co ....... ~ 0"'1 U'\ ~ 0"'1 IJ'\ 0"'1 co
en .-
....
..... U'\ ~ ~ U'\ U'\ ....... 0 ~ ~
0 ~ U'\ IJ'\ .......
:E .-
....
oc( ~ ....... ~ ....... ...... ....... ~ ....... ....... ~ ~ '-0 ~
~UJ>
reo 0"'1 0"'1 0"'1 0"'1 0"'1 0"'1 0"'1 0"'1 0"'1 0"'1 0"'1 C"\ '"
:E
0 co .- N ~ 0"'1 .- co co ~ 0"'1 ~ "" '-0
.....>-
0 0<( 0 0 rt'\ ....... co 0 ..- co .- U'\ N 0:> .-
m ~o 0 .- .- ....... ~ ..::r ~ U'\ ....... ....... 0 0"'1 co
.- .- .- . .-
....
.....
0 ~ ....... ....... ~ U'\ rt'\ U'\ U'\ ~ ~ ....... ~ ~
:E
o~o 0"'1 .- co rt'\ N N ....... rt'\ U'\ 0 .- ..::r
. .. . . . . . . . . . .
z-C) N ....... .- "" .- N ....... .- ~ 0 N "" I
:Ec(:E rt'\ rt'\ "" ..... "" N N ""
0_
== x~o 0 co ....... ..::r 0"'1 co 0"'1 0"'1 ....... co ..... ~
0 0 . . . . . . . . . 0 0
c(-C) rt'\ ....... ..::r ....... 0"'1 ..::r co 00 0"'1 0 .- J
.... :Ec(:E .-
u- 0_ ~ U'\ Lt\ ..::r "" rt'\ ..::r "" rt'\ "" ~ U'\
w~o 0 0 ~ N N 0 IJ'\ 0 co ~ co 0"'1 N
>-C) . . . . . . . . . . . .
c(c(;:1: ..::r N 0 ....... U'\ rt'\ rt'\ rt'\ "" 0'\ .- .- .......
0_ ..::r ..::r ..::r rt'\ rt'\ rt'\ rt'\ rt'\ rt'\ N ..::r ..::r rt'\
re '- '-
UJ >- Q) '- ....w
t:i x >- '- .0 '- Q) Q) c(C)
... '- co ~ E Q) ..0 ..0
:E 2 co J .l: ..... III Q) .0 E E ;:lc(
c( 0 J '- U .- Q) ~ J ..... 0 QI Q) Za:
re :E c: ..0 '- '- >- C en 0- ..... > U ZW
f co Q) co 0- I'D J J J Q) \) 0 Q) c(~
-, u.. x: <( x: -, .., <( Vl 0 2: C
(:)
,..
.n
I
It)
..,.
o
CD
a:
<(
IJJ
>-
--,- .....---.----....--...---....-..
Page No. 4 of 50
-:t
co
c.-.
u
'1 UJ
.* 0
.
...
.. I
..
..
VI -f
0 >
- . \ 0
~ .
. Z
VI
0 . \,
UJ *
~ :. ....
UJ . U
0- .
. 0
VI .
-'
VI .
.
...J .
.
c:t \I t ....
I- 0
0 0 a..
l- ce . \. UJ
.
. V)
. f * ,
* .
. .
i i CJ
. . \ :::>>
.
. . <
0 !
. \
.
.
~ >-
...J
. :::>>
. --.
*
.
.
. J
Ie, UJ
. Z
. ~
.
.. .,
- . I(
.
.
. )
1 >-
. <
. ==
.
(
'I 0::::
. a..
~ . . <
):
.11 0::::
<
:::IE
~{
..
. .
.. ~
. L&J
..
.. LI-
.
"
.. z
<
..,
.
0 0 0 0
-:t l""I O.
N ....
31V~S }.ep/5">\ (Ot X !)NIO\101
u
UJ
o
z
<(
-,
. .
c
o
-
0::::
L&J
a..
....
~ .....
0:::: c:
.... c:t
c:::
en LIJ
-
C :>
<
>- >-
0::::
< ...J
:I:
!:: I-
z
:z: ~
<
en
<
.... ~'l
V) t.:)
0 z
U t:l
< <(
0
0:::: ...J
....
:z: 0
0 0
(.) lXl
...J . Cl
Z
< <
0::::
.... VI
:z: Cl
UJ ...J
(.) 0
VI
0
UJ
0
Z
u.:
0-
VI
;:)
v:
...J
<(
I-
0
l-
I-
z
UJ
=>
...J
u..
Z
. .
LLI
...J
....
.t=
....
o
-
a::
....
en
-
C
>-
a::
ee
t:
z
<
en LU
ee ~
.... ~
en LU
(:) >
o ~
ee >-
a:: -oJ
.... :t:
Z ~
(:) 0
o x:
-I. I
ee en
a:: ~
.... Z
Z 0
L&J ~
o 0
-oJ
LU
en
.~
LU
ex:
~
o
z
~
Page No. 5 of 50
.::r
co
m
I u
L1J
C
I
4 >
C)
Z
~ ....
0
(:)
.
) ....
0-
UJ
en
l CJ
~
ee
>-
...J
.~
""'"
,
-,
/~ L1J
Z
~
""'"
,
4/. >-
<
:E
, a::
0-
ee
.
). a::
V <
::E
~
~ """""
~ co
UJ
- ---.... La-
-.....
- 100...
~ ..............
............ Z
- ~ <
-,
- 0 en co " \D :.t\ .::r "" N - 0
- -
J.ep/6>j fOlX 'S~NIO'VOl
31V:lS
U
LIJ
o
z
~
...,
c
(:)
a::
UJ
0-
-oJ
o
I-
Z
LU
:;:)
-oJ
u...
Z
. .
L&J
...J
t-
t=
~
~
c:::
t; z
0
-
c V)
>- V)
c::: ::
cC w
!::
z
cC
en
cC
I-
en
0 z
U 0
cC ~
c::: c(
~ a::
~
Z z
0 w
(.) u
z
-I. 0
< u
c:: LLI
l- V)
z c:r:
...... LLI
U a.:
Cl
0
Z
c(
...J
0
~
Z
LLI
:::>
...J
l.L.
l.L.
W
...J
ex:
Z
l.L.
Page No. 6 of 50
-
co
0'\
,
U
. " UJ
.. 0
..
..1- . ....
.. "
...
... >
... 0
x -\ \ . z:
:g ~ ..
t: . \
- .
....... >- .
O'llll . I- .
E"O ... U
0....... 0
.... 01 . .
>- oX .
- It. II .
..::: zo . \.
01 .
.
E C'l 00'\ . ~
.
.:,t -..... ~
~ ~ D-
z ~ <:( II . " ......
0 :z 0::: . en
- 0 ~Z .
~ 2:0 ..
. """
C2 ... .
V) u V) . ~
~ ~ z V) .
Z LLI 0- ,. CJ
LLI UX: ~
U V) W . cC
z V) ~ .
0 <:( ~Vl .
U x: V) ..
. .<
==i:. .
.
l . ...J .., >-
. -I
~ V) ~
UJ
. 0 ~
. D-
. Z
.. >- .
.
.
. ......
;. Z
.. ~
..
.. ./ ~
..
.. 1< ~
..
.. >-
l' cC
. :i:
,
. ,)
.
.
. c::
.- D-
o .. <
.. ~
..
. ' .
.. ,/
.' .
.. < c:::
..
. . <
.. ==
.. "
...
...
. -..........
.. ~
..
..
..~ .... co
&.LJ
. LI-
.
.
.
.
. Z
.
.. . c:C
~
. 0 LI'\ 0 LI'\ 0
. . . .
N ,(.ep/6)j 70L ..... 0
X NOISSW3 SSVW
I/DW .NOI1V~lN3JNOJ
3'V:lS
u
u;
Cl
z
<:(
-,
c
o
-
c:::
......
Q..
. .
UJ
-I
!::
~
c
0
-
0:::
LLJ
Q..
z
r- 0
~ VI
0::: VI
t; x:
IJ.J
-
C VI
>- VI
<(
0:: x:
cc c
!::: z
z <(
cc z
'" 0
cc -
.-
r- <(
'" c::
0 .-
(.) z
< IJ.J
U
0::: z
r- 0
z u
0 VI
Co) c
-I ...J
< 0
0::: V)
r- 0
z IJ.J
LLJ c
(.) Z
iLl
Q..
VI
=>
VI
...J
<(
.-
0
.-
.-
Z
IJ.J
::>
...J
La..
La..
IJ.J
...J
<(
Z
La..
Page No. 7 of 50
..
LLJ
-I
r-
i=
,/ (.)
. .~ LLJ
.... 0
. . . ~
.. .
...
. ~
... K
. ..
... >
..
.: . I 0
.~.... Z
It ..... .... "--.
-0
....... ~ ... -. ~ '"
C\ ~ -. ....
E .:,{. ....., r-
~ ~ E ... " 0
z :z ~ .. 0
0 0 ..,
..
.- VI II .... "
v
c:: - z >- ..
.- x: 0 It .. I-
:z IJ.J - -0 .~ Q..
IJ.J .- "-
U \.") <( OJ , LLJ
:z ,,', c:: .:,{. .' '"
0 ~ .- Q .
U Z c, .
. '.[.1 .
U 'J'I .
. z
f . 0 Ii -}/ ~
~ u ~
z .. cc
. 0 ..
.-
. .- -. ..
- VI
. .. (
- .
- - .. >-
...J T- ..
..
IJ.J . -I
VI C. ~
LL; Vi ." . ...,
n (..'~ ..
C- <( ..
2: ~ "
..
...
.. LLJ
..
" Z
. ~
. ...,
.
.
.
.
. >-
~ ttJ ) <
.. :E
.
reo
." f
"
" 0:::
"
~. Q..
" CC
. ,
.
- .
.
.
"
" 0::
. <
. :E
.
.
.
.
. c:a
of \ UJ
. &.l-
.
. \
.
. Z
. <
~ ...,
. co '.0 ..:r
..:r C'" 0
.- ^ep/6~ ZOl XNO I 5S I W3 SSV'H
(/6lii 'NO I IV'};!lN3:JNOJ
31V~S
.-..
IJ.J
c..:
4"
oc
lLJ
:>
<(
>-
...J
:c
.-
:z
o
---
C'
c
e
0::
...
Q.
t-
~ z
0:: 0
t- v.
en V)
-
C :I:
>- LoJ
a: V)
< V)
t::: ~
:I:
z: Cl
< z
en <t
< z
t- O
en
0 I-
0 <
< ,~
I-
0:: z
t- LoJ
z: U LJJ
Z C:l
0 Q <(
(.) U a:::
-I LoJ
- >
< U <(
a: 0
t- O >-
N ...J
z: :c:
... GJ ~
0 Z
>- 0
III ~
-0
l/'\
Cl
0
a:!
I-
z:
W
::l
...J
i.L.
I.L.
LoJ
....J
c:::
Z
I.L.
. .
...
-I
t::
t-
Page No. 8 of 50
(...
IJ
Co
(.)
1 / LLJ
X C
III X
E ~ .
.
~ I
"- >- :
mill .
E-o . 4 >
~ "- .. \ 0
"- om
t:'l >- "" ..)t. .. Z
E III ... .
-0 II n o.
~ ...... CT\ .... \
z: m z \.D ..
0 ..)t. o I.J'\ ..
- -- .. I-
.1- ~ I- II 't (..)
<t z <
a::: 0 a:::z . 0
I- - 1-0 .
.
_z v; :z -.
U .- ..... ~'I .
-. u Vl .
Z .... :z - .
~ ~ t-
o w 0:1:
u U LlJ .\ Q..
1/) . LLJ
0 c.r. ~Vl .. In
0 < I-~
m ..- ..
-"'.
..... "- -. ~\
f . - .
. ...J .,
.
. c:J
11 Vl ~
W
. Cl . <
. .
0-
. Z
. >-
.
~ 4, -I
~
... '"""
..-
. :>
..
..
.. LLI
.'- Z
.. :;:)
..
.' . ---
.
. .. /
.
..
.. >-
.... J <
.
. =e
.
. /
.
.
. a:
.
..,. .J a..
. . <
..
..
..
.
..- I
....
.. c:::
.
..... <
. ::E
.
.
.
.
.
. CO
.- ~\ ...
LL.
.
.
.
. \
.
.
. Z
.
=- ~ <
---
N 0 co \.D ~ N
- -
},ep/6)j ZOL X NOISSIW3 SS~W
3'V:lS 1/6w cNOI1~~lN3JNOJ
:z
<:
-,
....
~
0::
....
en
-
C
>-
0::
cC
~
Z
cC
en
cC
....
en
o
U
cC
0::
....
Z
o
u
-' .
cC
0::
....
Z
L&J
U
-::-
00
0',
Page No. 9 of 50
u
w
o
I
~ , ~ u
UJ
I' . C
.
.
,. .
.
w , .
.
~ 411 " \ >
<x: ", 0
a:
w . Z
.
~ I..... .. .... .
-l ~ " ,
: .
>- - . .,
-l <x: ~ .
:c 0 't . to-
t- ~ , U
:z: x . 0
0 <x: I .
~ ~ ::l .
. .
. I , .
. t ,. t-
. 1
. a..
. LLJ
. . I : en
.
. J :
.4 CJ
::l
, . cC
.
" .
.
. >-
{ . ...J
. I ::l
. ~
, .
.
\ .
" .
. LLJ
. Z
. :::t
, . ~
.
.
.
.
. >-
.
1 . cC
. :i:
.
.
. .
I .
.
J i c:::
a..
I cC
.
"
,J . c:::
. cC
. ::E
.
~. .
.
, .
.
~ . co
. LLJ
. LL.
! .
.
.
I .
.
I .
~ . Z
. 4 <
~
0 0 0 0 0 0 0 0 0 0 0 0
- 0 CT\ 00 ,..... -.0 U'\ -:t" M N -
- -
O!)W · M01.:1
31V3S
<:
-,
c
o
0::
LLJ
Q..
Cl
~
~
~
:;!:
o
-l
tJ..
l-
Z
w
::;)
-l
I.L.
:z
. .
L&J
...J
t-
.t=:
..::r
0:>
Ci'I
u
w
o
-
~
-,
uJ
I- Cl
0 <(
- a::
c:: LLI
.... >
Co') <(
- >-
C ....I
>- :x:
c:: .....
--
cC 0
t: ~
:z:
< >-
Co')
cC u
z
I- LLI
Co')
0 U
0 "-
cC "-
c:: LLI
.... ....I
:z: <(
0 >
0 0
~
....I . LLI
cC a::
c:: 0
.... 0
:z: a:l
LIJ e
.0 z
<(
en
e
....I
0
en
0
LLI
e
Z
w
0...
en
:::::>
en
....I
<(
.....
0
.....
LIJ
...J
!::
I-
rd~t:: I~U. I U or ,u
c
o
-
c::
LIJ
Q..
, I
. u
" UJ
C
~ ~. >
en 0
0 z
, ~
0 V V
en
::E l-
e :::::> J
LLI ~ 0
0 - , 0
z z
~ ;; :;: ,
en > / "
:::::> 0 ~
en ~ Ir" ....
LLI co
....I 0::. Q..
<( II LLI
..... 0 en
p ~ .....
I ~ I
-
i ....I ~
, CJ
en " ::J
LLI <
e
I 0..
Z -.
) >-
...J
::J
~
'/1 ,
" LIJ
Z
::J
\. ~
--- \ >-
'. ~ cC
:=i:
\) c::
Q..
<
.
V'\ . c::
4 . -~ <
. 1II ::E
.'
,
-' CO
. . LLJ
\ u..
'\ z
<
--.
0 0"\ co " \.0 Lt\ ..::r M N - 0
0 0"\ 0"\ 0"\ 0"\ 0"\ Ci'I 0"\ en 0"\ Ci'I
-
% ' A::lN31 ::l1.:J.:I3
31V:lS
,-...------
..':l"
co
0'"'1
....
o
-
0:: -
.... LLI
~ ~
--
<i:
V)
c
>-
0::
<
!:::
:z:
<
~
<
....
-
o
o ...J
< <
0:: >
.... >
:z: a:::
o ::>
o V)
...I. eN>
< -
0:: >
.... ....
:z: u
L&J
o x
o
....
o
LLI
....
=>
....I
Page No. 11 of 50
U
LLI
o
.~ u
" UJ
C
~ >
. 0
z Z
=
....I
< ....
> /
- (.)
> 0
a:::
~
~ /"
0 ....
L"\ l D..
II L&J
.... ~
~
-
....I
V) ! CJ
LLI , ::>
I <
0 I
no
Z
>-
" -J
::>
~
). UJ
Z
::;)
~
/ >-
'" <
==
) c::::
D..
<
.
< c:::
<
::e
~ eo
. w
LL..
Z
4 <
~
0 Cl"\ co '"' ~ LI\ ..':l" ~ N ..... 0
0 0'"'1 0'"'1 0'"'1 0'"'1 0'"'1 a, C"\ Cl"\ C"\ C"\
.....
q, 'Tv^ I ^~nS
3,l/3S 'b
z
<
'"'),
c
o
0::
L&J
D..
o
z
::>
:z
:I:
V)
LI..
....
Z
LLI
::>
...J
l.J..
L'.
W
...J
<
Z
LI..
. .
L&J
-J
....
t=
""'-T'.'
t-
U
a:::
t-
V)
-
c
>-
a:::
<
t:: -
c
z: It)
<
V) -0
< CIJ
t- E
V) >-
0 It)
U "
< LI\
a::: '-"
t-
:z: 8
0
u 0
.-
-' . "-
< Z
Q..
a::: 2:
t- ~
z:
L&J 0
U La..
...J
0
U
...J
~
t-
o
t-
t-
z
w
=>
-l
La..
La..
W
...J
~
Z
-
La..
. .
L&J
-'
t-
~
Page No. 12 of 50
..::r
co
0"\
u
I....... UJ
c
--. -
- ..............
- , :>
0
:z
";:: -
o It)
0.- ~
.- -0 t-
........CIJ
:z E U
Q.. 0
~>- \
,....~
..::r \
N LI\
VII t-
a-
Il UJ
V)
t-
~
-
-I
CJ
V'l ::)
W <
Cl
Q..
Z
>-
-'
::;,
~
.
/ LIJ
Z
::;,
~
7 >-
<
J ~
11 0:::
a-
y <
.
/' ..
< 0::
<
"- :E
. ...... "
,. ea
. UJ
. ~ . U-
I :z:
<
~
0 0 0 0 0 0 0 0 0 0 0 0
- 0 0"\ co " '-'> LI\ ..::r rt"I N .-
.- -
31V:lS lWOO1/NdW
u
w
Cl
:z
<t
..,
c
o
-
0::
LLJ
a-
~
o
-
0:::
~
....,
-
c
>-
0:::
<
!::
z
<
....,
<
~
....,
o
o
<
c:::
~
:z:
o
o UJ
-I'CJ
< ~
c::: UJ
~ >
Z <t
LLI
o
--'--"..
Page No. 13 of 50
...::t
co
CT\
, U
LLJ
C
J
,
~ >
0
Z
0 0
. .
CT\ '-'> ~
II II 0
, 0
E E
~ ~
.- .
x c ~
III .-
x: x: a..
LLJ
I ....,
I-
~
....J ~ e,:,
::>>
Vl <
UJ
0
a...
z
>-
....I
~
~
.
LLJ
, Z
::;)
~
. >-
<
:s
c:::
0-
<
.
c:::
<
::E
. .
~ .
LLI
La- ..
z
4 <
~
CT\ co ,..... '-'> Ll'\
SllNn Ud
31V3S
U
LLJ
o
z
<(
...,
. .
c
o
-
c:::
LLI
a..
>-
....J
:J:
I-
Z
o
x:
:J:
Co
I-
Z
UJ
::>
.-J
l..L.
l..L.
LLJ
....J
<(
Z
L&...
LLI
....I
~
t=
>-
IX:
et .......
:E II)
Cb
:E ~
::>
CI) ~
0 Cb
.... 2 b)
u 0 f?
Cb
ex: < :.
.... 0 III
CI) ...I
0 0 ~
Itl
>- 2 ~
ex: <
et oQ
.... CI) Itl
0 - ,-..
2 i= Cb Cl
et I
CI) CI) ~
< ex: .S: 0
',U"\ LLI 0
.... .... I
CI) W U II) w
0 -' et ~ -
m
0 < ex: :) 4..1
et .... et .~ c
:I: .... Cl.l
c:c: U :J
.... . -b ....
2 LLI Cb ~
0 .... - ~
0 CI) C) w
et c::
...I == Cb
et II)
ex: w '-
.... 0 ~
2 < Cb
LLI 0:: .c:;'
0 LLI -
> C)
et II)
...I II)
et ~
::> c::
:::,
2 '-
2
et
Page No. 15 of 50
.:r
co
CT'I
>- N r-: 0 M ...... N -.D M M 'N .:r
Lt\
<( CT'I . . . . . .
. . . . "" .. . co
'^ 0 . .:r co M .:r -.D 0 - 0 .u.... .co ("t"\ 0
::> ...... .:r - er N M -.D Lt\ co 0"\ ...... -.D 0"\
...Ie:: e" -.D N 0"\ co co CT'I co CT'I ...... co ......
etO :ll: CT'I -
....~
00..
I-V) .....
0 .:r
~ " 0 N N N M ...... .:r CT'I 0 N ...... C"'I
e" .
0.. . . . . . . . . . . . . -.D
:E -.D ...... -.D ...... -.D -.D ...... -.D ...... -.D Lt\ .:r
>- - .:r M N - N N ...... 0 - L'\ M
<( - .
0 . . ...: . . . . . . . . . co
.2 " 0 CT'I -.D Lt\ N .... Lt\ .:r N M M 0
C'LL1 e" .:r CT'I - .:r -.D M 0 ~ 0 CT'I CT'I ...... .:r
ex:C) :ll: .:r .:r .:r M M M .:r .:r M .:r -'T
00
. ex:
........ .
0- .... .
1-2: " ...... - co ...... co -.D N -.D - 0 M 0 CT'I
e" .
~ . . . . .' . . . . . . . N
N M N N N N M N M M M M
>- 0 Ln CT'I 0 CT'I co ...... M Lt\
<( M CT'I co N .
0 . . ~ . . . . . . . . . .:r
" - M Lt\ N .:r co Lt\ ...... Lt\ ...... \0 N
W e" CT'I N .:r .:r M .... CT'I \0 M CT'I -.D -
I- :ll: - N - -- N - - V "
a: ".:)-
I-
2: ..... . ,...:- CT'I
" M ...... Lt\ Lt\ - .:r .
e" N .:r N .:r M . . . . . . . 0
:E . . . . . 0 .- - 0 ..... 0 .e V
- - - 0 0
>- Lt\ N .:r ...... \0 - .:r M N M Lt\ CT'I .:r
.
<( . . . . . . . . . . . . N
0 - M \0 M - 0 Lt\ 0 ...... ...... ...... .:r CT'I
w ...... Lt\ 0 - \0 ..... N -.D - ...... ..... co co \0
l- e" M -.D co co 0 0 .:r ...... -.D .:r ...... Lt\
< :ll: - -
c:
I-
2: ..... N co U" co ...... co CT'I N N '0 ...... 0
" Lt\ .
C) . . ~ . . . . . . . . . Lt\
:E N M \0 ...... ...... M Lt\ Lt\ M Lt\ M
>- \0 co 0 N 0 "" 0 ...... N ..:t' 0 CT'I .
<( . . ~ . . . . . . . . . -.D
et e co ...... - -.D - \0 .:r ...... - N - ......
N co CT'I N co N Lt\ co co M co .:r
2 C) co .:r Lt\ M - .:r co .:r Lt\ M N
:ll: ..... - N -
0 - - - - ..... .... - -
=:
:E 0 ~ M' CT'I N co -.D \0 \0 .:r
et .... .:r .... M .
...... . . . . . . . . . . . 0
e" - CT'I co - CT'I CT'I .- \0 - N co .:r -
~ - - .... - - -
.CC cc cc
a: >- UJ cc UJ w -'w
UJ >- ex: I- m UJ m ca ~C)
.... X c: en =: m =: :!:
UJ .... ~ ~ :I: ::>~
:E z ::> u -' w ::> UJ 0 W W
<( :> >- 0 I- .... > U 2w
0 a:: >- Z -'
c: :E Z m a:: 0:: < :J Do 0 0 w Z>
<( < Do :J ::> w
a.. et w ::i: ~ =: .., .., et CI) 0 Z 0 <~
.., u..
e
r;-
....
....
I
CD
,..
o
co
c:
<
UJ
>-
--t--,..,-------'---.--'-.~-.~----..--'-------..~-"..~..--...---
t-
o
-
0::
t;;
C
>-
0::
<
!::
:z:
<
en
<
I-
en
0
0
<
a:::
t-
:z:
0 z
(.) I
.... . LLJ
I-
< <t:
0:: c:
l- I-
:z: z
LLJ
(.) c
z
<t:
<:
z
0
%:
%:
c::::
I-
Z
u.J
::)
....J
u...
u...
LLJ
..J
<t:
z
u...
. .
L&.I
....
t-
-
t-
Page No. 16 of 50
..::1
11 u
, UJ
. C
~ .
.
"' .
.
.
V- .
. :>
..
. 0
. z
.
~ .
.
7 z: V .
I .
<t: LLJ . I-
- I- ~ ;.
:z <: . (.)
0 c: . 0
.
:r I- .,:
:r -
<t: :z 1\ .
. .
.
. .
I . . l-
. 1 D-
i . UJ
. en
. ~ .
. .
. '"
.
.
> .
. c.:J
.. ::J
. <
/ .
.
.
/' .
.
<: ., >-
.Ie ....
. ~
.. ~
.
..
~ .. .
.
,.. L&.I
Z
. ~
J . --'\
.
I .
.
~ .
~ >-
<
. ==
J .
.
.
( ~
.
. 0::
~ D-
. <
.
. .
.
1'\ . 0::
t ~ <
. ::E
.
.
.
.
.
.
) .
.. CO
LLJ
. LL
.
.
.
I .
.
.
. z
~ <
--'\
0 co ~ ~ N 0 co ~ ..:T N 0
N - - - - -
31"~S .
c
(:)
-
0::
LLJ
n..
-:t
co
en
u
w
CI
:z:
<C
...,
. .
C
0
-
0::
~
I-
<C
a:
I-
:z:
t- w
(.) u
- :z:
a:: 0
t- u
'" V)
-
C :=)
a::
>- 0
a:: ::I:
cC Q..
V)
t:: 0
::I:
:z: o.
< ...J
'"
< <C
l-
t- 0
'" I-
0 CI
(.) :z:
< <C
0:: :z:
t-
:z:
0 w
(.) I-
-I. -
< a::
0:: l-
t- :z:
:z: a
L&J :z:
(.)
u
:z:
<C
CI
c::
0
I-
:z:
w
;:)
...J
ll...
ll...
W
...J
<C
:z:
ll...
. .
LLI
-I
t-
t=
Page No. 17 of 50
~ . J r (.)
UJ
C
. I
.
.
. I
(/) .
:=) . )
a:: 41 .. >
0
:r.: . 0
Q.. . \ z:
~ .
... -: .
I <.1 ::I: . \ ,
W Q..
I- - ) ~
- .~ ...J ~ t-
ex:: <C 0
I- ~ l- .
- 0 . I ~ 0
:z: C l- .
..
--. I \
.
.
~ I . . ~ t-
. . D-
t .
1 1I LLJ
~ ~
. . .
. \ I
. ~ C'
. :::;,
. <
I
.
.. .
. .~ " >-
\ .. -I
. , :::;,
. ~
.
. 1\ '\
. ~
. LLI
~ Z
. :::;,
. , ~
.
. ,
.- .
. +
it >-
cC
. :e
. ,
.
.
. ,
.
. +
, ) c::
~ D-
<
. . J
.
. , I
.
.
. f c::
.~ ,
. <
. :E
. ,
.
.
.
. ..
.
. . ~ co
. LLJ
. ~
. \
.
.
. \
.
. L
. a. z
-4 <
~
.
0 en co r- -.0 L/'\ -:t M N .... 0
...
31V:lS 1/6w 'NOIIV~lN3JNOJ
~
IlC
ct
W
>-
>-
IlC
< -
:E ~
:E CU
~
::l -
en ~
:::..
~ CU
.... Z ~
(J c l:
0: < CU
:::..
I- 0 ~
Cf.I ....
C eu
C '- -
r,) 0
>- Z I
0: < ~.
ct .Q'O CI.l
!:: CI) ~ 0"-'
Z 0 .... I .-
- Will
< .... eu -0
Cf.I ~ en .c::
.... 0-
ct a: "-' E
&&.I &&.I t::. c: 0
.... .... t- .... CI.lU
Cf.I IX) (J :3
0 ct < ~ _ L-
eu
(J I- a:: '- ~:3
< ~ ~ 0
ct 'X .~ 'W :I:
a: (J .;:: I
.... -..::r-
2: &&.I 't:i <<ON
0 ... eu c:
(J Cf) ....
C) u.
< t::
..J :=
ct eu
0: au ~
.... e" ....
:r:
z < '-
W 0: CU
(J &&.I .c::
> ....
C)
ct ~
..J ~
ct ~
::l t::
2: ~
Z -
ct
~JI J I C I'::lt:: I I-J. I ~) Ul )'J
CO CO f""\ 0"'\ N
0 ...0 f""\ ...0 ...:r
...0 f""\ ..... 0"'\ 0
( . . . . .
U =- N f""\ N r--. ..::t"
2:
N -' r--. r--. r--. N ...0
"- ..... N ..... ..::t" N
C) 0 0 0 0 0
:i: . . . . .
0 0 0 0 0
> .', .
ct ..... f""\ r--. '. . ...0 C'J
0 U'\ N 0 ....0 .....
..J "- ...0 ..... 0 :....:r f""\
W C) . . . . . .
::.:: )C M ..... N. : 'N N
(J f""\ LJ'\
0"'\ ...0 f""\
2: -' N 0 ..... ..... .....
.....
C) 0 0 0 0 0
:i: . . . . .
0 0 0 0 0
> CO U'\ U'\ 0"'\ 0"'\
ct U'\ 'N N CO ..::t"
>- 0 ..... ..... ..... ..... .....
IlC "- . . . . .
::) C) 0 'fJ 0 {} 0
)C 'V V
(J V
0: .- - ..... - .....
W -' 0 0 0 0 0
:!: "-
C) 0 0 0 0 0
:i: . . . ~Q .
.q p 0 ,~
'fI '0#
> U'\ M r--. CO c:>
ct r--. ..::r- N ..::t" 0"'\
0 ...... N ...0 0'\ 0'\
"-
C C) . . . . .
< )C C;; M ~ -$ V
W ~ U'\
..J -' N 0 U'\ _T
"- 0 0 0 0 .....
C) . . . 0 0
:i: 0 0 :" "0, .
'\., ..0
0'\ ."
>
ct 0'\ 0'\ U'\ C'\ 0
0 N ..::r- N CO '"
a: ..... ..::r- . ..... ..... U'\
W C) . 0 ,q ~ .
> )C - ~
..J ~ ..::r- ..... ..... ..::r-
Cf) -' 0 0 0 0
"- 0 0 0 C- O
0 . . . . ~.
.:i: 0 0 ~O. -9
v
> - -c.- . M 0'\ '-C U'\
ct '" N N M M
0 \00 ..... ..... 0 N
a:: "- . , . . . .
&&.I C) M .- ..... f""\ N
Q. )C
Q.
0 M 0"'\ . 0'\ ~ -
(J -' N 0 0 ..... .....
..... 0 0 0 0 0
0
:i: . . . . .
0 0 0 0 0
> f""\ . " f""\ ex: CO
r--.
:!: ct 0'\ . N N ..::t" ..::t"
0 r.:.. '" '" ..::r- r--.
....::) "- . . . . .
<- 0 ~ 0 ~ ~ 0
....:E )C V
00 U'\ U'\ U'\ U'\ U'\
....0: -' 0 0 .0 0 0
J: "-
0 0 0 0 0 0 0
:E . . . . ..q
~ 0 .0, ..0
v v
> f""\ f""\ 0'\ CO .....
ct 0'\ N N f""\ N
:; 0 r--. ...0 ..... ..... 0'\
::> ..... . . . . .
Cl
- :0<:: 0 0 ..... ..... -e
:::: ';1.
0
< -' U'\ U'\ 0'\ '" U'\
0 ..... 0 0 0 C 0'\
0 C 0 0 0 0'\
:E . . ~ 0 a
p 0 0
'I ""
a: a: 0: a::
W >- >- w a:: w w ....W
l- X a:: a: .... CD W CD CD <(Cl
W l- < < J: en :; CD :; ~
:E z ::> ::> u ...J W ::) W 0 W w ::><(
ct 0 a: a: >- :2: >- C) .... .... > U zffi
:2: a: ....
a: :E CD <( < ::> 0.. U 0 w z>
<( 0.. ::> ::> w
ct w ~ <( ~ <( en 0 Z 0 <<
0- , U. , ,
~
-
.
o
CO
o
CD
--....------- ----...--.--.-- ..~-- ....-_.....-...._._-_..-..,..._~.. .. - .--
.'
.:.-.:: .:--:.:.-:::.-:-.....---:~.-:;~=-~...=:::-:~ ~~. ~:-.- :- .'~ : ~:---.. -,--.-.. -." . .
>-
0:
<t -
:!: I/)
:!: Cb
:;) ~
en ~
CJ Cb
.... Z t))
0 c e
0: <t Cb
~
t- O Cl)
CI) ~
C C ~
Cl)
>- Z
0: oct ~
<t .a
.... en ~
Z 0
<t i= Cb
CI) CI) .c::
- ...
<t :....... 0:
W .E
.... t-
CI) w .U
0 ~ <t I/)
CQ Cb
0 <t 0: :s
<t
<t .... X .~
0: U .....
....
Z w *b
0 t- Cb
0 CI) ...
Q
<I: c::
~ ==
<t Cb
0: W .1/)
.... CJ -
Z <t ~
w a:: Cb
0 w .c::
:> ...
Q
<t I/)
~ I/)
<t ~
:;) c::
Z ~
Z -
<t
-
o
I
.....
OQ)
0"
I .-
ILl 1/1
-0
a.
"E
c 0
Q)U
::s
.- '-
.....::s
'1-0
ILl :r:
I
.- .::t
ION
C
I.L
.::t
0::>
en
'a~c:: I~U. I J U I ~U
'.
a::
<{
uJ
>-
".
'"
, . \
.;,
>- .::t Lt'\ CO CO
ct M N N .::t, en
Q en .- - en .::t
...... ,..... . . . .
0 0 . 0 0 0 0
Z ~ 0 " V V V
w \I
CI) .- .- U'\ M
= Lt'\ 0 0 0 0
<t ... 0 0 0 0 0
...... 0 . .
0 . .
:e . 0 ~.1 ~ 0
e y V
-
CI) >- ,..... en 0 en en
OZ ct .- , .::t Lt'\ ,..... en
Q M N N M N
WO ...... . . . . .
~~~ 0 0 0 0 0' 0
. <l:Z<t ~ " " V V V
t--U
0=0 N N N C"'~ N
t-Oo: .... 0 0 0 0 0
~C ...... 0 0 0 0 0
x>- '0 . . . . .
Ox :e 0 {} ~ ~ .e.
'V
>- ~ 0 ~ CO CO
CI) ct ,..... Lt'\ ,..... .::t CO
00 Q .::t .- M en .::t
'" . . . .
-Z 0 0 . 0
-'::> ~ "( 0 0 0
00
Za.. M M Lt'\ M
W:!: M
:Co .... 0 N 0 0 0
a.. 0 ...... 0 0 0 0 0
0 . 0 . . .
:e 0 . 0 0 0
0
>- M M ~ ~ .::t
ct en "', N 0 Lt'\ en
Q ,..... ~ Lt'\ ~ M
W ...... . . . . . .
C 0 0 ~ N V
~ .-
Z
<t N .::t en
>- Lt'\ .- .- 0
0 ... 0 Lt'\ 0 0 0
...... 0 0 .
0 . .
. 0 0 0 0
:e 0 . V
0
V
0: 0: 0:
'a: >- W 0: W W .JW
ILl >- c:: I- CO LU CO CO "
I- .,... ex: en ~ CO ~ ~ ~G:
w 1= <l: <l: :r:
:E :2 ::> LU 0 LU W ::>a:
::> U -' UJ :>
ct 0 ::> >- CJ t- .... U ZUJ
CC :e Z 0: 0: 0: >- Z -' a.. 0 0 Z>
ct c:a <l: a.. <I: ::> ::> ::l UJ UJ
< w <t 0 Z C <t<
A. -, u.. :!: < :E -, -, CI)
I I
Cl)
~
-
w-
I
en
S
Cl)
..--- ... -..- -~---: ':'::"~_:--. -:: -.:. ~~~~...~.. ,.- - --T' _. -~ ~~_:~. -~ - ,',-:..~-- ...- --".-
..._- --. -..-...
. "'n,..._ ..'....
. . ,........._..._...._\...._ . .-......0'..-. ..., ____-:_..__... .._..._... ..-..
. ~...._.__._9..:.~.*......___:..:. . -.-
Page No. 21 of -5;--
CENTRAL CONTRA COSTA SANITARY DISTRICT
PARM1ETER TOTAL SUSPENDED SOL I DS
CONCENTRATION lOADING NUMBER
mg/1 kg/day OF
MAXIMUM MINIMUM AVERAGE MAXIMUM MINIMUM AVERAGE SAMPLES
MONTH
JANUARY 1 7 2 5 2731 283 879 31
'. .
FEBRUARY 1 2 1 6 2023 161 904 29
MARCH 1 1 2 6 1 822 .322 854
31
-
APRIL 12 2 6 . .;',J. 1818 251 811
30
.....
MAY 1 2 2 5 1 564 251 734 31
JUNE 1 0 1 5 1 303 51 61 5 29
JULY 12 2 7 1763 204 91 5 31
.
AUGUST 8 2 5 984 244 565 31
.
SEPTEMBER 1
2 1 5 1 386 128 605 30
OCTOBER 1 1 35
7 2 7 2253 900 27
NOVEMBER 20 3 10 3241 55 1 555 30
DECEMBER : 1 4 1 6 1 976 1 43 991 31
ANNUAL . . . I:: TOTAL
.. NUMBER OF
MAXIMUM 20 3241 SAMPLES
....... .............
~M1~~~~t~!lW~~~; ." . .
ANNUAL .~
MINIMUM ;~I*~jl~if.ir~lr 1 51 361
- .- . .
ANNUAL 6
AVERAGE 866
6034-1.78
TABLE 8
ANNUAL WASTE CHARACTERISTIC AND LOADING SUMMARY
Final Effluent (E-OOI-D) YEAR 1984
24-Hour Composite
CENTRAL CONTRA COSTA SANITARY DISTRICT
Page No. 21 of 50
TABLE 9
ANNUAL WASTE CHARACTERISTIC AND LOADING SUMMARY
FINAL EFFLUENT (E-001-D)
24-HOUR COMPOSITE
BIOCHEMICAL OXYGEN DEMAND
CONCENTRATION lOADING
PARAMETER
MONTH
JANUARY
FEBRUARY
MARCH
APRIL
MAY
JUNE
!
JULY
AUGUST
SEPTEMBER
OCTOBER
NOVEMBER
DECEMBER \
ANNUAL ", "
MAXIMUM
ANNUAL
MINIMUM
ANNUAL
AVERAGE
mg!l
MINIMUM AVERAGE MAXIMUM MINIMUM
kg/day
MAXIMUM
10
6 1566
. -
.
7 1804
7 4140
-
6 . .";" 1252
5 2376
3 1127
5 1868
'5 925
6 1134
6 1675
7 2456
324
358
442
251
243
123
116
241
257
180
47
---,.--..".._----~_.-_."..._---._._'-~----~"'-.__."-_."-_.._"..~-----.._._---_.._---_.._."..-._,.-._~_..__._----_..--,.._.~_._-,..._...,..,_.__."_.- -.
2
11
2
25
3
8
3
17
2
9
11
1
7
2
9
2
12
3
17
YEAR
AVERAGE
1008
11 01
1132
776
".
689
401
618
588
716
759
1026
1984
NUMBER
OF
SAMPLES
31
29
30
30
31
29
. t
31
31
30
27
30
15 2 6 2206 302 983 31
*"""w*..,:<~~ '.,-.0"'.......,... @It;~W$11l ti~~j~jMr:tf~ TOT AL
25 ._ 4140 __N~A':;~E~F
. I .. 47 . 361
___ 6" 816 "34-'-7.
'~-. -_.'. =::.;;.:._--=-...:.....;..-..~_.:_-:;...;.:~....;...~-..:-.. --_..........;.~:._,;:- .-..-....- ",'._._-~._.~._.-.... --....---... ..---- ..;.~.:;......:.:.......-. -" .:;.. ....~..... ....:..... .
Page No. 22 of 5J
CENTRAL CONTRA COSTA SANITARV DISTRICT
TABLE 10
ANNUAL WASTE CHARACTERISTIC AND LOADING SUMMARY
FINAL EFFLUENT (E-001-D) YEAR 1984
GRAB
Oil AND GREASE
CONCENTRATION LOADING . NUMBER
mg/1 kg/day OF
AVERAGE MAXIMUM MINIMUM AVERAGE SAMPLES
MAXIMUM MINIMUM
JANUARY 1.4 0.6 0.9 233.9 86.8 159. 1 4
'.
FEBRUARY 1.8 0.4 0.9 283.9 57.8 133.9 3
MARCH 6.2 0.6 1.9 886.9 87.0 279.2 5
--
APRIL 3.0 0.2 1.0' > 419.2 26.3 142.9 4
MAY 1.6 0.6 1.2 214.7 78.8 156.8 5
JUNE 1.2 0.2 0.6 156. 1 29.0 78.4 4
JULY 1.6 0.4 0.9 197.7 57.1 103.8 4
AUGUST 1.4 0.2 0.6 179.6 24.9 74.0 5
SEPTEMBER 2.0 0.6 1.3 252. 1 75.6 164.8 4
OCTOBER 2.4 0.1 1.4 335. 1 14.2 180.8 4
NOVEMBER 2.5 0.8 1.5 510.6 10.9 202.9 4
DECEMBER I. I 2.6 1.3 1.9 384.2 231. 4 305.6 4
ANNUAL . "
......
MAXIMUM
ANNUAL
MINIMUM 50
ANNUAL
AVERAGE
6034- '-7R
.------..,.-.--.......--.---.----------.-...... --..".....-........--..-. -..--".,..,-...-...----....--..--
Page No. 23 of 5:}
CENTRAL CONTRA COSTA SANITARY DISTRICT
TABLE 11
ANNUAL WASTE CHARACTERISTIC AND lOADING SUMMARY
Final effluent (E-001-5) YEAR 1984
Grab
PARAMETER pH
CONCENTRATION NUMBER
UNITS OF
MONTH MAXIMUM MINIMUM AVERAGE MAXIMUM MINIMUM AVERAGE SAMPLES
JANUARY 7.3 6.9 7. 1 30
'.
FEBRUARY 7.3 6.8 7.0 29
MARCH 7.3 6.8 7.0
30
APRil 7.2 6.9 7.0> 28
MAY
7.2 6.9 7.0 31
.JUNE
7. t 6.6 7.0 .29
JULY 7.1 6.6 6.9
28
AUGUST 7.0 6. t 6.8 30
SEPTEMBER 7. 1 6.5 6.9 30
OCTOBER 7.5 6.7 7.1 27
NOVEMBER
7.9
6.7
7.2
30
DECEMBER
.. : ; - 7. 1
6.8
6.9
31
TOTAL
NUMBER OF
SAMPLES
ANNUAL
MAXIMUM
. .
. ...
7.9
ANNUAL
MINIMUM
353
ANNUAL
AVERAGE
7.0
6034--'-71>
. .. .-. .-.....-.,...- .--- ~.._._._..... ..- -.---"- ..' ..._--_...&...... -... -..-. _..- ..-.... . ... .- ..- .-,. . .
PARAMETER
MONTH
JANUARY
FEBRUARY
MARCH
APRil
MAY
.IUNE
JULY
AUGUST
SEPTEMBER
OCTOBER
NOVEMBER
.- - --..---- ..__.~...__.._---._-
--..---.------
Page No. 24 of 50
CENTRAL CONTRA COSTA SANITARY DISTRICT
MAXIMUM
YEAR
1984
TABLE 12
ANNUAL WASTE CHARAC'TERISTlC AND lOADING SUMMARY
Final Effluent (E-001-~)
Grab .
SETTLEABLE MATTER
CONCENTRATION
lOADING
,NUMBER
OF
SAMPLES
ml/l/hour
MINIMUM AVERAGE MAXIMUM
MINIMUM
AVERAGE
~0.1 <.0. 1 <-0. 1
'.
. .
<:. o. 1 <. 0.1 ~0.1
< 0.1 ('0.1
ZO.l <0.1 . 1 . .,'"
lO.l ~'0.1 <0.1
<:0.1
< 0.1
,
<..0.1
.(0.1
< 0.1
< 0.1
DECEMBER ','. 1 i <. O. 1.
ANNUAL ". . .: !
MAXIMUM
ANNUAL
MINIMUM
ANNUAL
AVERAGE
30
29
30
28
'0'
31
, '
29
28
30
30
<0.1 <.0.1
< O. 1 < 0.1
<0.1 (0.1
<0.1 (0.1
<'0.1 <,0. 1
< O. 1 <0.1
ZO.l <'0.1
27
30
31
SAMPLES
.
353
..(0.1
6034,-1-76
.. . . ,.
. ~-..,. _._-_._--~------ -.- ---_._-_....._..~~~~
Page No. 25 of 5";;---"-
._. ..~ _ ...,....-_...-..~....-r""'-.__.__.___......._..___..__.___...'-.~ _._.~-....
PARAr.1ETER
MONTH
JANUARY
FEBRUARY
MARCH
APRIL
MAY
JUNE
I
.JUL Y
AUGUST
SEPTEMBER
OCTOBER
NOVEMBER
DECEMBER
..
ANNUAL
MAXIMUM
ANNUAL
MINIMUM
ANNUAL
AVERAGE
CENTRAL CONTRA COST A SAN IT ARY DISTRICT
TABLE t 3
ANNUAL WASTE CHARACTERISTIC AND LOADING SUMMARY
Final Effluent (E-OOI-D) YEAR 1984
Grab
TOTAL COLI FORM
SINGLE SAMPLE FIVE-DAY MEDIAN
MPN/I00 ml MPN/I00 ml
MAXIMUM MINIMUM AVERAGE MAXIMUM MINIMUM AVERAGE
NUMBER
OF
SAMPLES
130
< 38
22
34
~2
70
22
.
. .
1]0
.::(2
~39
70
5
29
21
1600 <. 2
<163 170 23 55 24
~ 35 .. .:). 79 <2 <. 25 21
~
" 189 79 ~ 2 < 19 23
<. 4 5 ~ 2 <3 21
I
< 44 13 < 2 < 2 22
<7 5 <2 <.2 23
<6 8 <.2 <..3 20
<'~ 1 43 33 2 12 20
< 13 ., 20 , .. 2 -:::. 8 22
- ~
< 174 170 < 20 <78 21
240 <: 2
~2400 < 2
33 "- .2
920 < 2
49 ~ 2
34 (2
==2400 < 2
80 <:.2
1400
(20
'. '1
~ 170 'lA.Nl;~~~F
<2 .. <2 . 260
~ 2400
:II
.. ~22
6034- '.76
~.~71
PARAMETER
MONTH
JANUARY
FEBRUARY
MARCH
APRil
MAY
.IlJNE
.IlJl Y
AUGUST
SEPTEMBER
OCTOBER
NOVEMBER
DECEMBER
ANNUAL
MAXIMUM
ANNUAL
MINIMUM
ANNUAL
AVERAGE
CENTRAL CONTRA COSTA SANITARY DISTRICT
'C1~<;; I~V. ~I") or ~u
TABLE 14
ANNUAL WASTE CHARACTERISTIC AND lOADING SUMMARY
Final Effluent (E-00I-0) YEAR 1984
24-Hour Composite
ORGANIC N
CON CENTRA TlON lOADING NUMBER
mg/l kg/day OF
MAXIMUM MINIMUM AVERAGE SAMPLES
MAXIMUM MINIMUM AVERAGE
3.2
3.5
3~ 1
3.5
4.6
3.6
4.3
2.8
3.8
5. 1
4.8
I 3.7
5. 1
.
2.3
486.9
2.7
348.3
.. ~ .
2.7
3.1 611.2
405. 1
2.4
2.8 539.8
349.0
1.3
2.7.:J, 547.8
140.6
2.0
2.8
247.6
610.2
.
2.0
2.6
444.0
231 . 1
1.9
555.8
180.7
3.2
2.4 . 2.6
2.7 3. 1
2.3 3.0
1.7 3.3
2.0 3.0
396.2 289.7
478.9 337.1
677.1 249.4
729.7 120.1
553.3 343.'0
440. 1
499.4
417.3
346.2
365.1
332.2
401.2
335.7
404. 1
392.0
493. 1
473.5
8
8
9
8
to
7
9
9
8
8
9
8
............. .. . .... 11' ..........<<::.<.......'*~R..I<@'^'l"'.t;....I.<<';.>:W& TOTA
;:.~:'~:~:.~:.[:r...~.~:.1.....t:l:~::t:~>.!.f.~~~,~:~,.,i.1,.~.I:.t:,~:t:..~::~:~:.~:i:f:~,~..:~.~:E:;::..:~:..~..~:.:^.~:.;..:~:.~."':~:":~.:~:.;":::~'..~'...~:"..~::;.:r:.t:~.~>.~.:1::~.A.t:::..~.~:~:~::~.>.~>t:;:.~..:.~>:r.:~:::::t::r::i::l:...f::;::!::~::~:,t::1::r::r.,:i..: .<:,~11_~ '. ..:::....~?<~.:~_~~ NUMBER l OF
"~~.'y. "..}~f~..~~}"''.'1.. 729. 7 .::...:~:@~lf%t~H%t@ItM~'I SAMPLES
.. 120.1 . 101
1.3
..
2.9
..
408.3
6034-1-710
PARAMETER
MONTH
JANUARY
FEBRUARY
MARCH
APRIL
MAY
.JUNE
I
.JUL V
AUGUST
SEPTEMBER
OCTOBER
NOVEMBER
DECEMBER
..
ANNUAL
MAXIMUM
ANNUAL
LlINIMUM
ANNUAL
AVERAGE
'"4"'"-'" ,._-~~.._-
Page No. '2.7 of sa
CENTRAL COI'JTRA COSTA SANITARY DISTRICT
TABLE 15
ANNUAL WASTE CHARACTERISTIC AND LOADING SUMMARY
Final Effluent (E-001-D)
24-Hour Composite
YEAR
1984
AMMONIA-N
CONCENTRATION LOADING
mg/l kg/day
MAXIMUM MINIMUM AVERAGE MAXIMUM MINIMUM AVERAGE
13.7
12.9
10.3
14.0
,
13.6
11.2
16.4
10. 1
15.0
14.6
15.2
: 17.9
'. '
17.9
NUMBER
OF
SAMPLES
7.3
.11.0 2260.0 1132.7 1828.6 31
". "
9.4 1987.2 1085.2 1487.8 29
8.7 1740.7 944.7 1339.0 31
11 .3 ,,1 2054.8 527. 1 1591.2 30
"
9.9 1886.5 365.2 1326.0 31
7.2
6.5
7.0
2.8
6.6 9.2
1507.9 630.3 1181.3 29
: I
2394.0 474.3 1426.0 31
1440.8 354.7 854.7 31
1895.9 1007. 1 1487.2 30
1982.4 490.7 1581.4 27
2751 .9 92.0 1332.0 30
2686.8 1920.2 2281 .9 31
5.8 11. 1
3.8 6.8
7.8 11.6
10. 1 12.3
4.4 8.6
10. 1 14.6
m .........<< 'w... ,..., ..,""::;::.,....., m,:'.::::.>,,~.~:::~,r.L.~.~..;:,.~,;,'~,~.':.~:,~:.'~..;:r:~..:;.'.r:~.~..:,:.:~i:r:~.t:..~:~.'.~.:.~,:.:, ~:.~.;.,;:.:~.~::iO.~:~.::~.~.:~.~,~:::.~,::~.,.:.~..'~,~:~~::t:~:B::~:J$l#."" '~,.:, N'UTMOBTEARLOF
:N.:m:~.,.:.t.;:~r.r:~.',~:,.r:;::,;.:,~:_l:f:!r:~:.:!.t,r,!.'.r~,,~:~.:t.:~.:r:~.~.;:~.r:~.~:.~~l.r,;~.t:1: ~.;~:,~:t:..i:r::.i:i:.~:~:;:::;.I:~:l:~,~.i.~."":;:~:f.,;,:t?i:l:i:t,r:[,f.l:l;t:~.,.r.:.};!:r.~.~.~:f,r:i:1: 2751 . 9 I::i*~.:.::;,:t~:~:: ,~,:,::;:*.i;".:.;,:.:.:..w '.; SAMPLES
~!~"&. -r:~.--. u, :"-.. ..-. ..~.~ '-. .-. ~:~:~::~?::?~~::~:::~:::::;:::::::::: :::~::::;:;:::::::::::::~::::::: ..:~:::
.. 92.0 I" 361
10.4 .. 1476.4
. 2.8
..
6034. 1-7R
PARAMETER
CENTRAL CONTRA COSTA SANITARY DISTRICT
Page No. 28 of 50
TABLE 1 C
ANNUAL WASTE CHARACTERISTIC AND LOADING SUMMARY
Final Effluent (E-001-D) YEAR 1984
24-Hour Composite
tJl TR ITE-N
CONCENTRATION lOADING
mg/l kg/day
MAXIMUM MINIMUM AVERAGE MAXIMUM MINIMUM AVERAGE
2.7
0.2
1.2
415.3
38.8
1.6
1.0
1.4
327.4
140.3
1.9
0.6
1.2
330.8
87.2
0.5
0.4"..1 72.0
15. 1
0.2
0.6
0.2 0.3
79.6
23.6 42.0
0.4
'0 . 2 0 . 3
60.2
19.3 34.9
3.5
474.1
50.8 218.9
0.7 1.7
3.6
0.7 > 1.5
447.8
84.5 195.8
0.9
39.8
0.3
0.5
131.7
1.8
224.5
65.9
0.5
1.1
1.0
0.2
0.7
227.3
31.8
1.0
<0.1
147.8
(13.-9
(0.4
~ i
191.0
223.3
175.5
45.9
,.
67.8
135.2
97.7
< 66. 3
NUMBER
OF
SAMPLES
10
8
10
8
10
8
9
9
10
8
11
8
.~.... ,X.._y _..m.............. *1 ~.Jl~1I TOT AL
... . . ......... ..... ....:~~.:...~.:.~~:.~:~...,~~~:~:~.~...~:.}:.:...I:~...~:~:..:~....::.~~...~.:.::;.:t:.f:~:<~.1.,.;:..i:.~.i:. :;~ :'~:::l*fu::~~::*:t~ NUMBER OF
3, 6 ~::.:t:;J~~~t*N~ ".~. ....;'. 474. 1 .;~f:!~~l~i~1i~t$HMi~i*=t@MI SAMPLES
. <0.1 ~. <13.9 . 109
.. <0.89 .. (124.5 6034-"'0
PARAMETER
MONTH
JANUARY
FEBRUARY
MARCH
APRIL
MAY
.IUNE
I
.Il JL Y
AUGUST
-
SEPTEMBER
OCTOBER
NOVEMBER
DECEMBER
ANNUAL
MAXIMUM
ANNUAL
MINIMUM
..
ANNUAL
AVERAGE
.
...._.--"4~... .._"-_._._.._.~
CENTRAL CONTRA COSTA SANITARY DISTRICT
Page No. 29- of 51)
TABLE 17
ANNUAL WASTE CHARACTERISTIC AND LOADING SUMMARY
Final Effluent (E-OOI-D) YEAR' 1984
24-Hour Composite
MAXIMUM
4.4
5.0
8.5
9.0
9.2
9.6
6.9
7.4
6.6
4.8
7.4
l 4.8
:
'. 9.6
NITRATE-N
CONCENTRATION
mg/l
lOADING
MINIMUM AVERAGE
kg/day
MAXIMUM MINIMUM AVERAGE
1.1
2.2
657.5
168.7
475. 1
320. 1
391.6
351. 5
603.2
816.4
863.7
777 .3 1011. 6
729.2 1020.1
284.7
441.2
565. 1
140.9
144.7
484.5
4,65. 4
710.3
677.2
417.3
787.5
584.9
NUMBER
OF
SAMPLES
10
8
9
8
,} 0
8
8
9
10
8
9
8
xw.........w.m., ........ _~~~jli!tl~~!1~~~1 TOTAL
.:]11444.7 _"'N~~~~F
. 1.1 .. 140.9. 105
1Iii." _,> "''-",", "". ~.~.:~:~..:~:~.~.::.;,,::~.:r..::.~..:.::~...).::..l::.r::.~::,.~::j::.r_:::~:::.i:..:~.:::.l..::.l:.::~::.~.:."::~:.:t.:~...:~.:~:w.r.::~...::~.:.~._~_::L::.~::~.:.~:,.~.::;:...~.~::;.::: ~.:::~:.~:.t:~:~:'N.::..\:~:..t...~....~:.:t::..~::.~..::t:::~.,,:~:...~..:t..:..~:,.~..:~::.~......~...::.~:.'.\::.~:".:r::.r::.~:::::...::~::..~.:...:.~.:.::r::.:.;:::.t::.'.l:::::.f:::;:::.~:.:'.r:.:.~...:.\::.:' 692 . 4
.. 5.0 "":::".rft~:;0..-': 0034-1.7.
... ~ .
3.0
3.8
704.6
2.2
1410.3
5.5
4.4
6.8 ~ 1295.9
6.5
7.7
1220.0
5.6
7.8
1444.7
2.2
3.9
822.2
3.0 .,
927.8
5.5
4.5
874.7
5.2
1.2
637.3
3.2
2. 1
1308.7
5.0
3.0
717.8
3.7
PARAMETER
MONTH
JANUARY
FEBRUARY
MARCH
APRil
MAY
JUNE
!
JULY
AUGUST
SEPTEMBER
OCTOBER
NOVEMBER
DECEMBER
ANNUAL
L1~XIMUM
ANNUAL
MINIMUM
ANNUAL
AVERAGE
CENTRAL CONTRA COSTA SANITARY DISTRICT
rdyt: I'm. j'J or 50
TABLE 18
ANNUAL WASTE CHARACTERISTIC AND lOADING SUMMARY
Final Effluent (E-001-D) YEAR 1q84
24-Hour Composite
TOTAL PHOSPHORUS
CONCENTRATION
, mg!1
MAXIMUM MINIMUM AVERAGE
lOADING
kg/day
MAXIMUM MINIMUM AVERAGE
7.0
6.0
'!" .
1065.0 646.8
5.2
13.0
5.8
7.2
2837.8
7.5
6.2
1111.7
5~2
10.0
5.8
1.2 . ~ 1350.2
8.0
6.3
1063.1
5.4
1.2
5.5
6.7
1083.5
9.5
5.4
1.4
1307.9
8.8
5.2
6.9
1062.4
8.9
7.0
1185.5
6.2
6.8
6.2
915.7
5.1.
6.8
3.8
1363.6
5.7
6.2
4.0
916.2
4.9
964.9
892.7 1214.2
720.8 918.6
291.2
636.0
673.9
304.9
735.9
779.2
553.0
183.7
623~5
923.0 8
834.3
866.7
950.5
881.2
910.6
795.3
878 3
763.2
NUMBER
OF
SAMPLES
9
8
9
10
8
9
9
8
8
9
8
. , '\r'-.''''''. . .. 'tlBJr TOTAl
p.~i.~.N~A~~~~F
'11I. 6.4 .. 908.4 "34..76
Page No. 31 of 50
TABLE 19
CENTRAL CONTRA COSTA SANITARY DISTRICT
ANNUAL AVERAGE WASTE CHARACTERISTICS
SOLIDS HANDLING SUMMARY
January - December, 1984
CENTRIFUGED SLUDGE (WASTE-002)
CHARACTERISTICS DISPOSAL
.
Percent Percent
Month Total Solids Moisture Total Tons (Wet Weight)
(Avg.) (Avg.)
.
. e
J.ariua'ry 23.7 76.3 5760
Fe~ruary 25.0 75.0 ..5 71 9
e.
l1arch 25.9 74.1 .5673
...
Apri 1 21.4 78.6 4998
.
May . . 23.2 76.7 56~3
June 23.7 76.3 5586 ,
July 22.5 77.5 5363
August 22.6 77 .4 5366 e
September 21.5 78.5 4794
October 21.9 78. 1 5580
. . 73.6
November . .. . 'C 26.4 5319
.. . ..
December 27.9 72.1 1472
~aximum 27.9 78.6 5760 .
"1inimum 21.4 72.1 1472
. ~ver.age' . . . . . . . . 23.~g- . . . . . ....76.2 . . . . .5105 . . . .
"
* Sludge incinerated:
ASH *
DISPOSAL
Total Tons
o
o
o
o
o
o
o
o
o
o
244.4
1016.8
1016.8
0.0
105. 1
-~ pi:ige' No-. 32 . ol---so" ,.
TABLE 20
CE~TRAL CONTRA COSTA S~~ITARY DISTRICT
WATER POLLUTION CONTROL DIVISION
REQUIRE!1ENT COHrLIA,.~CE SlJNHARY - RECEIVING WATER
1984
COLIFORH ANALYSIS
(H?~A"'TC::).fC:: PH MACROSCOPIC
1'0
.-
c: >- :z:-o
r;l I c: Q) .
..... CJ r;l . , E ~
-0 eJ .. ~ >- ~
<:l Ul IU ~ ~ Il)
~ c: M E .- 1'0 E ~ ~ ..... I-<
0 5 C :J :J CIl fj) -0 C/)
.. u .. o c E ellE "'Cl .r: ..... 4.1 tw
M III all) E c.- >>..... .... 4.1 .0 .... 0
SLf'\ Il) .-4 ..-l E 1'0 )( X c: ..-f ~ ~ .-4 C/)
0 ..-f - ~ c( 1'0 0..... 9 0 0 :J .... 0 c:
0..... 0- ~ a ~E E fj) ~ E-t 0 0- 0
~ 0 e -0....... "C E t) Q) .....
~ fj) Q) Ol~ eJ..-l ..... ClO ~ ClO 0 4.1
I ~ ~ fj) NE....... ,>- c: ~m u 0 r:: c:f
I all) -. DI ..-l CI(; .... .... .... 5 C
-!'ill) O..-f c' Lt\ E o E E 4.1 0 U ~ U ~
~ ...... > OClO ON fj) '.:0 . cor... co c C:3 u Q)
~ o~.... .. c: .- .0 -:r fj)C' 0 0 :J .-4 0 4.1 4.1
-:r u 0..... r:;.. ..... . . ..-f~ D' 0 .-4 0 ..-f
0 N E :J ..-l fj) ::> 0,0 Or--. ,.... r... 0 < u r... :q <
Jan.
-
: Feb. 0/1 0/1 0/1 0/1 '0/1 ..,;: 0/1 0/1 0/1 0/1 0/1 0/1
. " ,.
Har. .
Apr.
l-Iay 0/1 0/1 0/1 0/1 0/1 0/1 0/1 0/1 0/1 0/1 0/1
June
July ,
Aug.
Sept. 0/1 0/1 0/1 0/1 0/1 0/1 0/1 0/1 0/1 0/1 0/1
Oct.
, Nov.
Dec. 0/1 0/1 0/1 0/1 0/1 0/1 0/1 0/1 0/1 0/1 '0/1
...
Tot. 0 0 : ~ 0 0 0 0 0 0 0 0 0
Max. , . '
loUn.
Ave.
..
Page No. 33. of 59
CENT
CONTRA COSTA SANITARY OISTR'
"
TABLE 11
. ANNUAL RECEIVING \VATER DATA SUMMARY
YEAR_ 1984
..
PARAMETER .
UN I ON i Z ED At-1MON I A - N
CONCENTRAT I ON
NUMBER
mQ/ 1 OF
MONTH MAXIMUM MINIMUM AVERAGE MAXIMUM MINIMUM AVERAGE SAMPLES
JANUARY
, !
'.
FEBRUARY 0:. 00 1 1 <0 0909 ~ 0 00 1 0 .
" . . 6
..
., .. 'J . .
MARCH -,. .
; .
" ~ : .
: -
.
'. .' .
APRil .. : .~ . , " .
- '. .' : '. -, ~
.. ,;. .
" , " ~ ,.
. "
MAY ~ : " -
.' " <0.
-'. " ,;:'0. 01 4 - 003 <'0 o 0 6'"~ ,
. ., ; : 6
. .
" .- ...
JUNE . .
., " .
-.
0 :
JULY "
: .
.
. .
AUGUST. 0 - .
'.
SEPTEMBER "0 05-1 < 0 002 ( .
. . 0 . 025 6
-
OCTOBER
.
NOVEMBER
I DECEMBER /0 0005' <.0 0005 1/, .
. . ~O , 0005 6
,
- r .
ANNUAL .. TOTAL
MAXIMUM : 0 . 05 1 NUMBER OF
SAMPLES
ANNUAL "p .. .
MINIMUM . ">"~>;:~~::::::~::;*:::;':~:' (0.0005 21J
:f~;~;;~;~*~f1~f~~fU: .
ANNUAL -tuB ..
AVERAGE <..0 . 008 1
6046-1-76
..
~
-
PARA~,'ETER
r.~Oi\lTH
JANUARY .0
CENTflAL CONTRA COSTf. SANHARY DISTRICT
TABLE 22.
. ANNUAL RECEIVING WATER DATA SUW.\ARY
pH
,
UN ITS
MAX I iI.'UM
MAXIMUM
MINIMur,'
AVERAGE
"
FEBRUARY 7.9. 7.8
.'
, .
.. . " , ..
j .
MARCH
.'
. , : ..
APRIL .. '. ,
0 - :
. "
.
ANNUAL " '
MINIMUM
- I
ANNUAL :
AVERAGE .
,7.8
.. ~ -.
7.9
8~ l",..'
.7.7
7.9
7.6
7.6
M1NIMur"
r-d~t:: I'm. )'1 at j:J
YEAR
1984
..
AVERAGE
NUMeER
OF
SAM?lES
'.
-
6
.
" "
.
6"
.....'
. 6
6
~\1~llj11~1'111!il~~f~~[r~_ NJ~~:~LOF
~. SAMPLES
DJ,?~::::)f~~:;f~l
~1W~lWg~)1~1
..
. 7.6 _
._ 7.8 ..
.,
24
604&-1-76
CENTpb-l CONTRA COSTA SAt'JITABV DISTR1CJ
Page No:
35 of 50
TABLE :!~
o ANNUAL' RECEIVING WATER DATA SUMMARV
"
YEAR
1984 .
0
PARAMETER TEMP ERATURE 0
"
CO NUM~=R
OF ,
MONTH MAXIMU/\.l fJlINIMUM AVERAGE MAXIMUM MINIMUM AVERAGE SAMPlES
JANUARV 1
~ "
". 0 "
,
FEBRUARY " 0 , .
0 , 0 "
.. . 06
0 ., .. ..
o . ,.
"" ,.} ::-
MARCH .', 'p 0
. . .
~ .. .
:
.' 0 " ..,
APRil '. .' . .
- : ". o. - :
0 ;. . .
.'
. ..
MAY ..0 .' ~ ;
, 7 - , 7 1 7- o.
" .'. . .. o. " ..~ 6-
.. 0
.
" ". ".
JUNE ; 0 . - "
0 .
"- 0
.. .. ....... '" 00 0
JULY 0 '.
.
. 0
. .
AUGUST .. " 0
"'
- - ..
0
0
SEPTEMBER 24-:. 24 24 .0 ,
. 6
,. .,
OCTOBER 0
0
0 .
l\!OVEMBER
DECEMBER 9 9 9 .
6
ANNUAL . . - TOTAL
MAXIMUM : : 24' NUMBER OF
'. SAMPLES
ANNUAL '. . . .-- i~~~;~~~i~;ff**-~?~~~~
~x'.?'''>;:''..''.^i1!..,..~..,
MINIMUM 9 _\flli~~I~~li 24
:
ANNUAL . . ..,
AVERAGE 1 5
-
6046-1.76
..
".
..
00
CENTRAl CONTRA COSTA SANITARY DISTRICT
t'age No'. 36 o'f
~'J
lADLE 2Jl
, ANNUAL' flECEIVING WATEn DATA SUMMARY
.'
AVERAGE
\'EAR
..
,
IXVr;I-N
c;AT'IIKU IIIN
%
MAXIMUM MINIMUM AVERAGE
1984.
PARA:'.1ETER
DISSOLVED
CONCENTRATION
mlll
MOi'JTH
r,'AXIMUM
rmNIMUM
NUMeER
OF
SAMPlES
JANUARY,"
,
.' '.
APRIL - '. .. :
'. '.
'.
. '. ..
MAY '. :.
.
0'. . . ~," '.
"
-;
. J;
.
10.4 10.5 94 92
.
...:- .
.
'.
:
.
'.
9.3 9 ..6~, - 100 96
,
.' . "
. .
1.
FEBRUARY
ro.~'
, . :
93
6
"
,.J.' .
MARCH
I' ......1
'.
.
. .
.
.
.99 6 .
~.~.
. .
.
" ,.-
.- 9..8
'.
.' ,,' ,
JUNE ,
." .'
-; '0
,- '. ..
JULY - .:
,
; '.
'AUGUST. .
- o' "
'.
~
SEPTEMBER . 8.9.": .8.4
.
OCTOBER .,
"
,
,
NOVEMBER
8.7
105
99
10l
6
DECEMBER
10 1
.
9 9
10.0
8.8
86
87
6
- I
ANNUAL
MAXIMUM
l !
10.6
M......... ....,.. ....w.....,-......... .~1*1~~~~j~~j~tj~~~ti:ltil[!~iI!Jr*~ lOT Al
~,~.i.~...~.~.~f.r:t~..~.:.~.t!'i:l.t.i.t,.~:~...i:~:,.t.:j:f...t:;:l:'~,~.;.l:;:l.~.'.~.~:i.~.l..;.'. :.t.~.~.i.f::~:t.r:~.;.;t.'.;.l..i.:.'~.~.l.i..~.~.i.1.i.:..~:::.l..l.:.!:;:~:~.:.!...t.f.i.I:l.t.L.:.t.~.~:r.l.;:~:. 1 0 5 ':I~:%::::~:t;~;::~{~::~t~~~$:~:::;.~~~~~l~& rJUMBER OF
"'~}~" ;"'-: ~"H'~. '''. . ~*:l~@~~tUmif~~~~~~~j~j~~J.M SAMPLES
~.'~..~~.'.,.'..~.:.~L:.,.;.'..~:.~..:.~.~.:...~:.~:~.~"~,~,~",,,:~,:::.~.:.;:'.r::.:~:.:.h.::~.~.'::.~.~"",,:,:;,',~:,',;:~,~:".;:'.:.::~~:.:'.:.~:.:r:.~:::~:::.::.:.~:"t:::.~.i.:~:~::r:~,:!:i .:.~.l::t:.t.:~....~.:~...:~.:.r:~:.~...~:.:~:...~..:~:.r..:.~f.:>:.::~:.:!.~:::.;..:~.:.:.~:~:.k::.~..:.t:;:;::~::;:::.t::~:~..,~.~,).: . ~~r:":J~:":: ,:
~.~ 86 .. 24
9.7 .. 96 ........\.,.
ANNUAL
AVERAGE
:' . 8:4
'..
ANNUAL
'AINIMUM
..
.
PARAMETER
MONTH
DECEMBER
ANNUAL
MAXIMUM
ANNUAL
MINIMUM
ANNUAL
AVERAGE
:....-_..~..-..---~-
".:"--'''-.--'-",,-- ~'''_.'
".-_. -..._--._-_..-.--~-------....._-_..__. .
. P.age No. 37 of 50
CENT,
CONTRA COSTA SAJ'lJITARY DISIn
TABLE Z5
. ANNUAL' RECEIVING WATER DATA SUMMARY
..
YEAR 1984
-..
. .
.
. TCTAl COLIFORM
MPN/l00ml
NUMf:ER
OF
MAXIMUM MINIMUM AVERAGE Mt\XIMUM MINIMUM AVERAGE SAMPLES
540
170
365
~ :
..
540"
. 23
..
177
6
I~_" TOTAl
.;.:;.......,.;>>.,.."-,. ...'1('.' : NUMBER 0
:.":::;~~~~~:. .. ... ... ;. F
. ~~~;~;~:;:: < SAMPLES
..
24
6046-1.76
..... ...________...____--------.--L----...-.....--.--.-
JANUARY . "
""
FEBRUARY . ":-35 30,
'. ;
.: .
:'- '1 . .... .
MARCH ."
," .:.-\; -
..- .
-:
APRIL .... .'._~ ,.
I .~ .
. " ; '.
- .
PARAMETER
MO:-JTH
MAY
JUNE
JULY
AUGUST ,-
SEPTEMBER
OCTOBER
NOVEMBER
DECEMBER
ANNUAL
MAXIMUM
ANNUAL
MINIMUM
ANNUAL
AVERAGE
-_._~. --..'- -.- :...-u:>-_ , '_.
Page No'. 38 o"f 5')
CENT
CONTRA COSTA SANITARY DISTR
tABLE '26
" AflJNUAl RECEIVING WATER DATA SUM~I'AlW
1984
YEAR
..
COLOR UN ITS
TU
NUM3Ei\
OF
SAM?lES
MAXIMUM MINIMUM AVERAGE
tnt\XIMUM
MINIMUM
AVERAGE
l .
31
17
6
'15
20
"
'.
.: ..:.
....-. .
.;, r ....
.~.....50
50
50" .-:.
~6
6
18
13
-:.:. '. :.' :,'~..-
...:'
"
:.
. '.. ~.
".
, "
. "
.' ....
40 '.
18
. . 6
30
37
10
13
40
100
'90
93
6
.30
32
24
6046-1.7&
o.
. .TABLE 27
Page No. 39 of 50
WALNUT CREEK BACKGROUND DATA
YeA Time D. o. T. S. S. B.O.D. Col Horm Time D. O. T. S. S. B. O. D. Col Harm
cIte Hours mqll mQIl mQIl tv'PN/100ml Hours moll mQIl mQIl r.~PN/10Om'
)/19 1615 9.7 29 5 . 1600 . 1645 9.7. 731; 4 2400
D/221 1330 10.0 26 5 ? 2400 1400 9.8 It It 5 240
1510 10.2 13 2 :- 2400 1530 9.4 30 3 2400 '.
0/231
0/21; 1500 10.4 6 10 :> 2400 1500 8.6 28 6 350
.-
0/25 1400 11.4 8 5 .:> 2ltOO 1ltOO .9.2 53 8 .350
-:;:0
0/26 1520 11.0 10 4 > 2400 1520 9.2 46 6 2ltoo
:<=
0/29 1440 ' 12. 1 20 2 9200 1"50 10.0 5" .3 790
0/30 1330 12.0 5 5 5ltOO k3"9 12.6 66 .6 1300
10/31 1300 12.6 8 6 3500 13"0 12.7 52 7 3500
11/1 1330 11.8 10 4 2400 1330 12~4' " 57 11 1580
,1/2 1330 13.1 16 Ii 1300 1330 10.6 82 3 1300
i 1/5 1930 10.l . '20 2 . . 1430 13.1 63 "1 5400'
9200
11/6 1330 . . 9.5 '56 5 ~ .24000 1330 12.8 50. 9 3500
11/7 1400 9.8 33 2 16000 1"00 9.2 15 1 1300
11/8 1330 9.7 396+ 6 ~ 2"000 1330 8.8 112+ 5 16000
11/9 1230 9.8 105+ 3 ~ 2ltOOO 1230 9.4 50 2 2ltOOO
i 1/12 1300 9.8 74 " .::: 2ltOOO 1300 9.3 57 3 9200
i 1/13 1230 9.9 286+ 4 >: 24000 1230 9.3 172+ 5 2ltOOO
11/14 12"5 10.2 102+ 2 16000 1245 9.0 70 6 24000
1/15 I 1300 10.2 62 1 5400 1300 8.6 41 5 16000
~/~6-{ 1 300 9.9 227+ 4 16000 1300 8./l 80+ 6 I 211000
i 1/19 1400 10.2 lt5 2 5400 1400 9.4 73 It 16000
11/22 1230 10.6 22 3 2ltoo 1300 10.0 60 3 2200
UPSTREN~
Dm/NSTREM.t
j 1/23 1245
10.7
13
1
1100
1245 10.0
46
2
490
~ Tide high - very muddy
+ Muddy due to storm runoff
Page No. 40 of 50
..-. ._"""-
-YIP'!!,
DL'
r;liO\"m AND CALDWELL .~,.
------_.-- --.------_. .-- ---..------- --------
ANALYTICAL LABORATORIES -._-
E84-7-14
JuLy 30, 1984
~r. Bhupinder DhaLiwaL
CelltraL Contra Costa Sanitary District
1250 Springbrook Road, Box 5266
Walnut Creek, CaLifornia 94596
Page 2 of 6
PESTICIDE ANALYSIS OF WATER: EPA METHODS 608, 614 and 632
Date Sampled: 6/28-29/84
Date ~eceived: 7/02/84
Date Extracted: 7/06/84
Log Number
Sample Description
Results: )Jg/L
7-14-1
Aqueous Sample; Influent; 24
Hour Composite
None Detected
I"
7-14-2
Aqueous Sample; EffLuent; 24
Hour Composite
None Detected
7-14-3
Aqueous'Sample; EffLuent
Duplicate; 24 Hour Composite
None Detected
The iollowing compounds would have been reported had they appeared at or above
their respective detection'limits as indicated in.Attachment 1.
1~5 POWEll STREET EUERYVlllE, CA 946Ol! (415)428-2300
Page No. 41 of 50
ATTACHMENT 1
Organochlorine Pesticide and PCBls
EPA M2thod 608
Aldrin
Alpha-BHC
Beta-BHC
Oelta-BHe
Gamma-BHC
Chlordane
4,41-000
4,4-00E
4,4'-ODT
Dieldrin
EndosulfanI
Endosulfan II
Endosulfan sulfate
0.05
0.05
0.05
0.05
0.05
0.1
0.05
0.05
0.1
0.05
0.05
0.05
0.1
Endrin
Endrin aldehyde
Heptachlor
Heptachlor epoxide
Toxaphene
Aroclor 1016
Aroclor 1221
Aroc1or 1232
Aroclor 1242
Aroclor 1248
Aroclor 1254
Aroc1or 1260
0.1
0.05
0.05
0.1
1
0.3
0.3
0.3
0.3
0.3
0.3
0.3
:>
Organophosphorus Pesticides
EPA Method 614
Azinphos methyl 10
Demeton 0.5-
Diazinon 0.1.
Disulfoton 0.2
Ethion 0.1
Malathion 0.2
Parathion ethyl 0.1.
Parathion methyl 0.1.
Carban~te and Urea Pesticide
EPA Method 632 ~
Aminocarb 10 Fenuron . 10 Monuron 10
Barban 10 Fenuron-TCA 10 Monuron-TCA 10
Carbaryl 2 Fluometuron -10 Neburon 10
Carbofuran 10 Linuron .01:0 Oxamyl 25
Ch1orpropham 10 Methiocarb 10 Propham 10
Diuron 10 . Methomyl 25 Propoxur 10
Mexacarbate 10 Siduron 10
S~~iep 25
Page No. 42 of 50
. ~
BROWN AND CALDWELL . ..I.
ANALYTICAL LABORATORIES
-----...-------.-.-.-------.-. -
July 30, 1984
E84-7-14
Mr. Bhupinder DhaLi waL
Central Contra Costa Sanitary District
1250 Springbrook Road, Box 5266
WaLnut Creek, CaLifornia 94596
Page 3 of 6
GAS CHROMATOGRAPHY/MASS SPECTROMETRY RESULTS - EPA METHOD 624
This method will analyze for all priority pollutants stated in the EPA Method 624
of tQe July, 1982, Methods for Organic Chemical Analysis of Municipal and lndustrial
Wastewater, EPA-600/4-82-057. In addition, all other peaks appearing in the recon-
structed ion chromatogram (RIC) above the detection limit will be quantitated based
on the nearest internal standard. Hard copies of RICs and compound identifications
are available upon request.
Be Log Number E84-7-14-1: lnfluents; Flow Composite of Discrete Grab Samples
l'
Date Sampled: 6/28-29/84.
Date Received: 7/02/84
Date Extracted: 7/05/84
Compound
Results: ).Jg/L
PURGEABLE PRIORITY POLLUTANTS:
D;chloromethane (methylene chloride)
Chloroform
1,1,1-Trichloroethane (TCA)
Trichloroethylene (TCE)
Benzene
Tetrachloroethylene (PCE)
Toluene
Ethylbenzene
120
5
2
3
15
.9
46
14
PURGEABLE NON-PRIORITY POLLUTANTS:"
. Xylene isomers
90
1255 POWEll STREET EMERYVlllE. CA 94608 (415) 428-2300
Page No. 43 of 50
11r. Bhup;nder Dhal iwal
July 30, 1984
Page 4 of 6
Be Log Number E84-7-14-2: . Effluent; Flow Composite of Discrete Grab Samples
Date Sampled: 6/28-29/84
Date Received: 7/02/84
Date Extracted: 7/05/84
Compound
Resul ts: }Jg/L
PURGEABLE PRIORITY POLLUTANTS:
Dichloromethane (methylene chloride)
Ch l'oroform
Tetrachloroethylene (PCE)
21
4
1
Be Log Number E84-7-14-3: Effluent Duplicate; Flow Composite od Discrete Grab Samples
Date~Sampled: 6/28-29/84
Date Received: 7/02/84
Date Extracted: 7/05/84
Compound
Results: }Jg/L
PURGEABLE PRIORITY POLLUTANTS:
Dichloromethane (methylene chloride)
Chloroform
Tetrachloroethylene (PCE)
24
4
1
Other Purgeable Priority Pollutants would have been reported had they appeared at or
above th~ following detectiQn limits; (Concentration: ~g/L)
Purgeable Priority Pollutants (except' those listed below): 1
Acrolein: 10
Acrylonitrile: 10
BROWN AND CALDWELL
12~ POWELL STREET EMERYVILLE. CA 94608 (415) 428-2300 . 373 SOUTH FAIR OAKS AVENUE PASADENA. CA 91105 (818) 795.7553 (213) 681-4655
Page No. 44 of 50
Mr. Bhupinder Dhaliwal
July 30, 1984
Page 5 of 6
GAS CHROMATOGHAPHY/MASS SPECTROMETRY RESULTS-EPA METHOD 625
This method will analyze for all priority pollutants stated in the EPA Method 625
of the July 1982, Methods for Organic Chemical analysis of Municipal and Industrial
Wastewater, EPA-600/4-82-057. In additiQn, the five .most prominent peaks appearing
in the reconstructed ion chromatogram (RIC) above the detection limit will be
quantitated based on the nearest internal standard. Hard copies of RICs and
compound identifications are available upon request.
BC Log Number E84-7-14-1: Influent; Flow Composite of Discrete Grab Samples
Date Sampled: 6/28-29/84
Date Received: 7/02/84
Date Extracted: 7/10/84
Compound
Resul ts: JJg/L
EXTRAcTABLE PRIORITY POLLUTANTS:
1,3-Dichlorobenzene
Naphthalene
Phenol
1
5
56
SEMIQUANTIFIED COMPOUNDS:a
C1gH180 ~lcoh~l
Do ecanOlC aCld
> C12- Unsaturated hydrocarbon .
Hexaaecanoic acid
> C16 - Fatty acid
100
30
100
1000
1000
BC Log Number E84-7-14-2: Effluent; Flow Composite of Discrete Grab Samples
Date Sampled: 6/28-29/84
Date Received: 7/02/84
Date Extracted: 7/10/84
. Compound
Results: ,ug/L
EXTRACTABLE PRIORITY POLLUTANTS:
None Detected
BROWN AND CALDWELL
'2~ POWELL STREET EMERYVILLE. CA 94608 (4151428.2300. 373 SOUTH FAIR OAKS AVENUE PASAD:NA ell. 91105 (818)795.7553 (<'13)681.(655
Page No. 45 of 50
~lr. BhuI).j nder Dha l i wa L
,ILJL)' 30, 1984
ra~JE.) 6 of 6
DC Log Number ES4-7-14-3: Effluent Dupl icate; FlOl.J Composite of Discrete Grab Samples
Dnte Sampled: 6/28-29/84
Date Received: 7/02/84
Date Extracted: 7/10/84
Compound
Results:)Jg/L
EXTRACTABLE PRIORITY POLLUTANTS:
None Detected
aAll additional compounds were qualitatively identified by the data system.
Quantification is based on comparison of total ion count of the compound with
that of the nearest internal standard.
:>
Extractable priority pollutants would have been reported had they appeared at or
above the following detection limits: (Concentration: )Jg/L)
All base/neutrals (except those listed below): 1
All acids (except those listed below): 1
n-Nitrosodiphenyl amine: 100
Benzidine: 100
3,31-Dichlorobenzidine: 100
2,4-Dinitrophenol: 100
4-Nitrophenol: 100
'Reported by:
Ji'lH: h t
BROWN AND CALDWELL
1255 PO',:ELL STREET EMERYVILLE. CA 94608 (415) 428-2300 . 373 SOUTH FAIR OAKS AVENUE PASADENA CA 91105 (818) 195.7553 (213) 681455
[~
BROWN AND CAlDWEll-
ANALYTICAL LABORATORiES
November 12, 1984
Mr. Bhupinder DhaLiwaL
Central Contra Costa Sanitary District
1250 Springbrook Road .
Post Office Box 5266
Walnut Creek, California 94596
PESTICIDE ANALYSIS OF WATER: EPA METHODS 608, 614, and 632
Date SampLed:
Date Received:
Date Extracted:
10/10/84
10/11/84
10/15/84
Log Number
SampLe Description
I'
10-128-1
Fina l Effluent
Page No. 46 of 50
E84-10-128
Page 2 of4
Results: "ug/L
Gamma-SHe: 0.08
The following compounds would have been reported had they appeared at or above
their respective detection limits as indicated in Attach~e~t 1.
1255 POWELL STREET EMERYVILLE. CA 94608 (415) 428.2300
Page No. 47 of 50
Attac~rne!1t I
Oetectic~ Liffiits: pg/L
o~ganochlorine Pesticide and PCB'S
EPA Met~cd 608
Aldrin
Alpha-BHC
Beta-BHC
Oelta-BHC
Gamma-BHC
Chlordane
4,4'-00D
4,4-0DE
4,4'-ODT
Dieldrin
EndosulfanI
Endosulfan II
Endosulfan sulfate
0.05
0.05
0.05
0.05
0.05
0.1
0.05
0.05
0.1
0.05
0.05
0.05
0.1
Endrin
Endrin aldehyde
Heotachlor
Heptachlor epoxide
Toxaphene
Aroc1or 1016
Aroclor 1221
Aroc1or 1232
Aroclor 1242
Aroclor 1248
Aroclor 1254
Aroclor 1260
0.1
0.05
0.05
0.1
1
0.3
0.3
0.3
0.3
0.3
0.3
0.3
7
Organophosphorus Pesticides
EPA Method 614
Azinphos methyl 10
Oemeton 0.5
Diazinon 0.1
Disulfoton 0.2
Ethion 0.1
Malathion 0.2
Parathion ethyl 0.1
Parathion methyl 0.1
Carbamate and Urea Pesticide
. EPA Method 632
Aminocarb 10 Fenuron 10 Monuron 10
Barban . 10 Fenuron-TCA 10 Monuron-TCA 10
Carbaryl 2 Fluometuron 10 Neburon 10
Carbofuran 10 Linuron 10 Oxamyl 25
Chlorpropharn 10 Methiocarb 10 Propham 10
Oiuron 10 Me thorny 1 25 Propoxur 10
Mexacarbate 10 Siduron 10
Sr.-/ep 25
Page No. 48 of 50
[(b~
BROWN AND CALDWELL ~ <~ -.~
ANALYTICAL LABORATORIES
------.
November 12, 1984
E84-10-128
r-1r'. Bhupi nde r Dha l i I-Ja l
Central Contra C0sta Sanitary District
1250 Springbrook Road '
Post Office Box 5266
Wulnut Creek, California 94596
Page 3 of 4
GAS CHROMATOGRAPHY/MASS SPECTROMETRY RESULTS - EPA METHOD 624
This method will analyze for all priority pollutants stated in the EPA Method 624
of the July, 1982, Methods for Organic Chemical Analysis of Municipil and Industrial
Wastewate~, EPA-600/4-82-057. In addition, all other peaks appearing in the recon-
structed ion chrcmatogr'am (RIC) above the detection limit will be quantitated based
on the nearest internal standard. Hard copies of RICs and compound identifications
are available upon request.
l'
BC log Number E84-10-128-1: Final Effluent
Date Sampled:
Date Received:
Date Extracted:
10/10/3'.
10/11/84
10/22/84
Compound
Results: )Jg/L
PURGEABlE PRIORITY POLLUTANTS:
Dichloromethane (methylene chloride)
Chloroform
42
3
SHllQUAtJT IF I ED CorlPOUi~DS: a
Trichlorofluoromethane
3
aThis additional compound was qualitatively identified by the data system.
Quantification is based on comparison of total ion count of'the compound
with that of the nearest internal standard.
Other Purgeable Priority Pollutants would have been reported had they appeared at or
above the follOl.Jing detection limits: (C,:mcentration: )Jg/U
Purgeable Priority Pollutants (except those listed below): 1
Acrolein: 10
Acrylonitrile: 10
1255 POWELL STREET E"'ERYVILLE, CA 94608 (415) 428-2300
Page No. 49 of 50
~
BROWN AND CALDWELL r
ANALYTICAL lABORATORiES
November 12, 1984
E84-10-128
Mr. Bhup;nder Dhaliwal
Central Contra Costa Sanitary District
1250 Springbrook Road
Post Office Box 5266
Walnut Creek, Califo~nia 94596
Page 4 of 4
GAS CHROMATOGRAPHY/MASS SPECTROMETRY RESULTS - EPA METHOD 625
This method will analyze for all priority pollutants stated in the EPA Method 625
of the July, 1982, Methods for Organic Chemical Analysis of Municipal and Industrial
Wastewater~ EPA-600/4-82-057. In addition, the five most prominent peaks appearing
in the reconstructed ion chromatogram (RIC) above the detection limit will be
quantitated based on tbe~nearest internal standard.
Date Sampled:
Date Received:
Date Extracted:
10/10/84
10/11/84
10/16/84
Compound
ResuL ts: J,lg/L
EXTRACTABLE PRIORITY POLLUTANTS:
Phenol
1
SEMIQUANTIFIED COMPOUNDS:a
Tetrahydro-1,1-dioxide thiophene
30
aThis additional compound was qualitatively identified by the data system.
Quantification is based on comparison of total ion count of the compound
with that of the nearest internal standard.
Extractable Priority Pollutants would have been reported had they appeared at or
above the. following detection limits: (Concentration: pg/L)
All base/neutrals (except those listed below): 1
All acids (excep~ those listed below): 1
Benzidine: 100
3,31-Dichlorobenzidine: 100
2,4-Dinitrophenol: 100
4-Nitrophenol: 100
4,6-Dinitro-o-cresol: 100
Reported by:
Jam~s M. Hatfield
Laboratory Director
~5 POWELL STREET EMERYVILlE. CA 94608 (4151428.2300
Page No. 50 of 50
-'"~.;"""."""-"'""""" -_.."',....,~... '-'.-.~'" ".,
.'-.-- ~..,_..,~ .__.,,,,,.-..~-.......,..,._.. .",. --,
Central Contra Costa Sanitary District
BOARD OF DIRECTORS
No.VIII. LEGAL/LITIGATIO
1 3 7 85
POSITION PAPER
VIA: ROGER J. DOLAN
General Manager-Chief Engineer
DATE
February 28, 1985
SUBJECT
TYPE OF ACTION
CONSIDER PROPOSED SETTLEMENT OF MARC BERKE VS. CCCSD
LAWSUIT - SUPERIOR COURT, CONTRA COSTA COUNTY CASE #252960
APPROVE SETTLEMENT
OF LAWSUIT
SUBMITTED BY
Jack E. Cam bell, Admin. 0 erations M r.
INITIATING DEPT./DIV.
Administrative/Risk M mt. & Safet
ISSUE: A proposed settlement of the Marc Berke vs. CCCSD lawsuit has been negotiated
with Mr. Berke and his attorney. Because the settlement amount exceeds the staff's
delegated authority, approval by the Board is requested.
BACKGROUND: This case was presented to the Board in closed session on February 21,
1985. At that time the plaintiff and defense positions were discussed along with the
results of the District's investigation and the reports of Mr. Berke's injuries. A
Bench-Bar Settl ement Conference was hel d on February 25 in Department 1 of the
Superior Court with Judge McGrath presiding. This Panel heard the case presentations
from each side, considered comparative negligence issues, reviewed the case value,
and conducted a negoti ati on between the Di strict and Mr. Berke's representatives.
Agreement was reached at a settlement figure of $50,000.
The Bench-Bar Panel and District Staff recommend approval; Mr. Berke has agreed to
accept the amount in full settl ement of hi s case. If the Board approves the
recommended settlement, a transfer from the 0 & M Contingency Account is requested.
RECOMMENDATION: Approve the District's payment of $50,000 in settlement of the Marc
Berke vs. CCCSD accident injury lawsuit. Authorize payment of this amount from the
District's Contingency Account.
REVIEWED AND RECOMMENDED FOR BOARD ACTION
IATING DEPT./DIV.
ee-
JEC
~
PM