HomeMy WebLinkAbout1976-12-07; City Council; 4013; Flow meter analysis for Encina Joint PowersC
CITY OF CARLSBAD
3
9 A
0
AGENDA BILL NO.
DATE: December 7, 1976
DEPARTMENT: JOINT SEWER ADVISORY COMMITTEE
Initial:
Dept.Hd.
C. Mgr.
Subject:
FLOW METER ANALYSIS FOR ENCINA JOINT POWERS
Statement of the Matter
Over the last several years there has been considerable discussion
concerning the accuracy of the several meters used to moniter
waste water from the outlying member agencies.
The Joint Advisory Committee has authorized and staff has negotiated
with the firm of Hirsch and Koptionak a proposal to perform the
necessary flow measurements at all meter stations both at the
facility and throughout the system. City Council is being requested
on behalf of the Joint Advisory Committee to authorize the preparation
of a purchase order in the amount of $6,500 to the firm of Hirsch and
Koptionak.
Funds are available in the Joint Powers Budget.
EXHIBITS
A. Staff memo dated November. 29, 1976
B. County letter dated October 8, 1976
C. Consultant letter" dated November 12, 1976
RECOMMENDATION
City Council approve and authorize City Manager to sign a purchase
order in the amount of $6,500 to the firm of Hirsch and Koptionak
for joint system metering analysis.
Council action
12-7-76 The City Manager was authorized to sign a purchase order in
the amount of $6,500 to the firm of Hirsch and Koptionak for
joint system metering analysis.
November 29, 1976
MEMORANDUM
TO: CITY MANAGER
FROM: LES EVANS
SUBJECT: FLOW METER ANALYSIS FOR ENCINA JOINT POWERS
For the past several years the members of the Joint Advisory Committee
have been concerned over the accuracy of the flow meters monitering
waste discharge from the various agencies and from the plant itself.
Obviously the accuracy of the meter readings is of significant im-
portance because costs of operations and maintenance, as well as
capacity rights, are based on the readings from these meters.
In October the Joint Advisory Committee determined that a study
performed by an outside consultant firm was desirable in order to
insure the accuracy of the meters. The firm of Hirsch and Koptionak
of San Diego, which has proven experience in similar studies, was
invited to present a proposal for performing a meter accuracy survey
for the joint agencies.
At a meeting on October 13, 1976, a technical advisory committee
met with Mr. Bill Koptionak 'to discuss the needs of the flow survey.
Based on that meeting and a follow-up meeting on November 5, 1976,
Hirsch and Koptionak submitted a detailed proposal for the testing
of all flow meters within the system and at the Encina plant. At
their November 24, 1976 meeting, the Joint Advisory Committee re-
viewed the Hirsch and Koptionak proposal, which had been previously
reviewed and recommended by staff, and directed the administrator to
make the necessary arrangements to obtain the services described in
the proposal. The cost of the meter study will be $6,500 which is
within the funds allocated for outside consulting in the administra-
tive portion of the approved Joint Powers budget.
RECOMMENDATION
Staff recommends that a purchase order be issued in the amount of
$6,500 to the firm of Hirsch and Koptionak for flow meter analysis.
C-:£-^t
Les Evans, General Manager
Encina Water Pollution Control Facility
LE/wv
COUNTY OFfMN DIEGO
COMMUNITY SERVICES AGENCY
Department of Sanitation & Flood Control
C. J. KOUSON J
Counly Operations Center, 5555 Overland Avenue, San Diego, California 92123 ..... Telephone: 565-5325
OCT 1>9/° REF: SFC. 7790
Hirsch § Koptionak
7850 Mission Center Court
San Diego, California
Attention: Bill Koptionak
SUBJECT: Flow Survey for Encina Joint Powers
Over the past months the owners of the joint Encina WPCF and Ocean Outfall
Facilities have become increasingly aware of the need to be assured that
all reported wastewater flow measurements are correct. Reliable data is
important because each agency pays for 0 § M costs based on actual flow
measurements, use of capacity rights or ownership of the facilities relates
to flow and the sizing of the proposed Phase III Upgrading and Enlargement
project is planned using present day flows as a base.
The agencies are therefore considering the employment of an outside consulting
sanitary engineering firm to make a flow survey. A preliminary scope of
work for the survey should cover but not be limited to the following items:
1. Field check the installation, adjustment, performance, record
of maintenance and method of reporting and recording flows for
each meter.
A) Vista - Palmer - Bowlus Meter Station
B) Buena - Magnetic type meter at pumping station
C) San Marcos
1. Sonic type meter at Pump Station No. 1
2. Magnetic type meter at Pump Station No. 2
3. " " " " " No. 3
4. Review special situation relative to the San
Marcos Training Center Plant
Hirsch !j Koptionak
Page 2
D) Encinitas - Magnetic type meter at Moonlight Beach Pump Station
E) Leucadia - " " " " Batiquitos Pump Station
F) F.ncina WPCF
1. Propeller type meter measuring effluent quantity
2. Buena cutthroat flume type meter measuring Buena, San Marcos,
and portion of Carlsbad flow
2. Independently verify flows being recorded and reported by above
meters where feasible and significant. Methods to be used would
include use of wet wells, installation of weirs with head recording
device, and other innovative approaches.
3. Review and determine whether each agency is reporting equivalent
dwelling units (EDU) in a standardized way.
4. Review and determine adequacy of each agency's record and reporting
of EDU's relative to industrial, commercial, institutional and
other unique wastewater contributors.
5. Develop a flow per EDU for each agency, based on a standard method
of counting and comment as to the results obtained.
6. Recommend changes in method of flow measurement, if deemed necessary,
including estimated cost.
1. Meet as required with staff of each agency and the County as the
Operator of the Joint Facilities.
8. Prepare a report describing the observations, results of independent
measurements, explain all data obtained, present conclusions, and
make specific recommendations relative to all aspects of the survey/
study made by your firm.
Hirsch 'fi Koptionak
Page
It may be desirable to carry out the proposed survey in two phases.
First, a review of all records, field visits to all meter locations,
a determination of methods and number of special flow measurements
to be made by your firm, and all other background gathering required
to adequately plan the remainder of the survey. Upon completion of
this phase of the work a letter report would be prepared which would
present all findings and outline the work yet to be accomplished,
give a time schedule, and propose a cost for the services. Upon
authorisation, the second and final phase of the work would proceed
in accordance with the letter report and as otherwise directed.
You are invited to present your response to this letter at a special
Joint Advisory Committee Staff Meeting at 2:00 P.M. Wednesday, October, 13»,
1976 in the conference room located at the Encina WPCF.-
C. J. HOUSON
/ Deputy Director
CBO:jc
cc - Mr. Ronald Beckman
City of Carlsbad
HMi
"'*: CONSULTING ENGINEERS
November 12, 1976
NOV1 5 1976
CITY OF CARLSBAD
Englnec-rlog Department
Mr. Ronald A. Beckman
Public Works Administrator
City of Carlsbad
1200 Elm Avenue
Carlsbad, California 92008
Subject: Flow Survey for Encina Joint Powers
Dear Mr. Beckman:
As the result of the meeting on November 5, 1976, between yourself,
Mr. Les Evans, and the writer, this letter is intended to expand
our letter of October 19, 1976 to the San Diego County Department
of Sanitation and Flood Control, and to clarify some of the general
factors included in that letter.
1. A field check on the installation, adjustment, performance,
record of maintenance and method of reporting and recording
flows for each of the following meters shall be made:
ME.TER
Vista
Suena
San Marcos
San Marcos
San Marcos
Encinitas
Leucadia
Encina
Encina
TYPE AND LOCATION
Palmer-Bowl us/Metering Vaul t
Magnetic/Pump Station
Ultra-Sonic/Pump Station No. 1
Magnetic/Pump Station No
gnetic/Pump Station No
gnetic/Moonlight Beach
Magnetic/Batiquitos Pump Station
Cut-Throat/Encina Treatment Plant
Propel ler/Encina Treatment Plant
a
2*
3
Pump Station
* Attention will be given to the special situation existing
at the San Marcos Training Center Plant.
[-: NGINEERING" SYSTEM^
SUITE 101 « 7850 MISSION CENTER COURT
: PLANNING « ECONOMICS
SAN (jiEGO, CA a 92103 a 714 a 2-;3-7221
Mr. Ronald A. Beckrnan
Page 2
November 12, 1976
At the pump stations, the meters will be tested during low
periods of flow, usually during the early morning hours.
The testing will include the operation of one or more pumps for
a timed volumetric check, for as many times as will be possible
to operate during one low flow testing period. The rneter
totalizer will be read for each flow check. At least one,
and preferably 2, personnel from the particular participant
member's Operation and Maintenance Crews will be required to be
present during this testing. Schedules for each test date
will be worked out at a later date. The meters will have been
prepared and calibrated by the Operation and Maintenance Personnel
to a situation where the meters are in an optimum condition, prior
to the testing. The Operation and Maintenance Personnel assigned
to this work will cooperate in all respects with the testing
Engineer
The installation of the field testing equipment for the Vista
meter will be accomplished during low periods of flow, also
during the early morning hours of one testing period. The
installation will include the cleaning of the stop-gate
slots, by-passing the metering flume, cleaning the upstream
and downstream channel sections of the flume,, the installation
of a weir plate into the upstream stop-gate slot, the checking
of the dimensions and elevations of the flume, and the setting
of a head measuring device upstream from the weir. At least
one, and preferably 2, personnel from the Encina plant will assist
in this work, the weir plate will be provided by the Joint Powers
in accordance with design sketches by the Engineer, and the
head measuring device will also be provided by the Joint Powers.
The checking rneter will be left in place for a period not ex-
ceeding 43 hours. Both totalizers will be checked simultaneously
during this period at various times; the recording charts will
also be compared. A testing schedule will be worked out at a
5 HI&I5CH £* KOK*T!OPv!AK a CONSULTING ENGINEERS
JUITE 101 ft 7S50 MISSION CENTER COURT a SAN DIEGO, CA a 921C8 a 714 * 299-7221
Mr. Ronald A. Beckinan
Page 3
November 12, 1976
later date. The meter maintenance personnel will assure that
the meter is in an optimum working condition prior to the test.
The personnel assigned to this work will cooperate in all
respects with the testing Engineer.
4. The Encina plant cut-throat flume will be checked during a period
of low and steady flow, by discharging all of the flow passing
through the flume into a known volume for a known period of time
during one test period. The meter totalizer will be read during
this period. Here too, the meter and tanks will be prepared to
optimum conditions prior to testing, by the operating and mainte-
nance personnel. Two plant personnel will assist the Engineer
and cooperate with him in all respects. A testing schedule
will be worked out at a later date.
5. The Encina plant propeller meter will also be checked during a
period of low and steady flow through the plant. All other re-
quirements pertaining to the cut-throat flurne will also be
applicable for this meter.
6. A report will be prepared, describing the observations, presenting
and explaining all data obtained, presenting conclusions, and
making recommendations, including cost estimates, concerning
all of the meters checked. Five copies will be submitted as
preliminary copies, and 20 final copies will be provided.
It is proposed that this work be provided at a lump sum cost of $6,500,
and to be accomplished within one month after being formally advised
to proceed.
Sincerely yours,
Wi 11 iam Koptionak
Vice-President
WK/pt
riECH S KOPTfQMAK a CONSULTING ENGINEERS
SUITE" 101 a rtrO MiSSiONI CENTER COURT a SAN DiFGO, CA a 92108 a 714 a 299-7221
"