HomeMy WebLinkAboutAgenda Report - February 19, 2003 I-02UITY OF LODI
COUNCIL COMWNICATION
AGENDATITLEI- Presentation of Various Storm Drain Improvements to Mitigate Localized Street
Flooding at Lockeford Street near Loma Drive
MEETING DATE: February 19, 2003
PREPARED BY: Public Works Director
RECOMMENDED ACTION: That the City Council provide direction to staff. regarding the alternatives
to improve storm drainage system operations in the vicinity of
Lockeford Street near Loma Drive.
BACKGROUND If In the past 18 months, the City has experienced three significant
rainfall events that have caused recurrent flooding in some areas of
the City. In particular, areas in the vicinity of Lockeford Street and
Loma Drive have been the focus of citizen discussion and call for
action. Other areas in the City also experience occasional flooding problems that are magnified when
these types of intense starms traverse the City. Background information an the City's drainage system
and design criteria was presented at a Shirtsleeve Session on February 4, 2003.
The "Master Plan for the Development of Storm Water Collection and Disposal Facilities" adopted in
January 1964 provided the foundation for the layout and design, This Master Plan envisioned the
development of collector storm drain pipes that discharged to storage basins and/or pumping facilities.
In large part, the concepts of this original Master Plan have been preserved in our existing facilities.
However, in the subject area, the system designed in the late 1960's and built over the past few decades
differs considerably from the original Master Plan.
In the plan, storm discharges from areas west of Lower Sacramento Road were planned to be pumped
to the Beckman Pump Station. Also, the area west of Mills Avenue north of Lodi Avenue was planned to
be drained by the Shady Acres Pump Station. Both areas now drain to the Lodi Lake Pump Station (see
Exhibit A). This area is served by two major storm drain basins, one at Taves Park and the other at
Paterson Park. The entire area's runoff is pumped to the Mokelumne River by pumps at the Lodi Lake
Pump Station located at the north end of Mills Avenue. In reviewing previous design calculations for this
area, staff feels additional work must be performed to property assess the systern as constructed
because it contains parallel and interconnected trunk lines that function differently with varying basin and
pump station water levels.
Engineering and Maintenance Staff have developed a strategy for enhancing design and operational
edernents of the collection, storage and pumping facilities. These are outlined below.
A. Updated Basin Drainage Plan; Staff will prepare a computer-based drainage plan for the B-2 basin
area. The plan will construct a computer replica of the collection, storage and pumping facilities
serving the basin. Operating assumptions (such as runoff coefficients, rainfall intensity, and
hydraulic performance) will be tested and calibrated to measured field conditions. It is not
APPROVED�
-- City Manager
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Presentation of Various Storm Drain Improvements to Mitigate Localized Street Flooding at
Lockeford Street near Loma Drive
February 19, 2003
Page 2
uncommon for an agency to have such a model to not only establish new facility sizes but to. also..
test the impact on the system resulting from development scenarios different from the base Brie
assumptions built into the model. This will allow testing of the system under different storm
conditions i.e.,(2-year design StOFM with nearly full basin, 5 -year and 10 -year storms with empty
basin). Staff would be responsible for creating the model and calibrating it to existing conditions.
Outside consultant oversight would provide technical support, quality control and quality assurance in
the final product. Approximate Cost: $35,000, plus staff time.
B, Lodi Lake Pump Station Upgrades: Results of the drainage plan will quantity the rate of flow into the
pump station from the collection system. With this information, the design and operating criteria for
the station's pumps and controls can be evaluated. In this context, staff will be better equipp ed to
determine required modifications to the station. Preliminarily, it is staffs recommendation to replace
the existing pumps with ones less prone to clogging; add a fourth pump as backup; expand the
influent bay and sump volume to current standards; add shut-off gates to allow the station to be
cleaned more frequently; possibly add a trash rack and lighting and other safety features. Estimated
Cost: To be determined upon completion of study. Rough cost is $705,000 to $905,000.
C. Basin Operations Modifications: Increased utilization of the Claves Park and Peterson Park storm
drainage storage basins is expected to relieve stress on the collection system by diverting greater
volumes of water to storage in the early period of a storm event. Causing more water to be stored
will remove water from the collection system, thereby reducing the frequency of street flooding.
However, this will lead to more frequently occurring water in the basin/park. A number of
constructable alternatives have been identified, including lowering the overflow weirs at the basins,
adding one more inlet at each basin, and reconstructing the inlet structure and trash rack at
Claves Park. The model under Item A will help in designing these improvements and in assessing
their effectiveness and impacts, Approximate Cost-. $75,000,
D. Westwood Avenue Parallel 18 --inch Storm Pipe: Preliminary analysis of the main collection facilities
serving the Lockeford Street area has resulted in the conclusion that some pipes are undersized to
serve the existing development, A parallel 18 -inch pipe could be constructed in Westwood Avenue
to pmvide the required additional conveyance capacity. However, the effectiveness of this step will
depend on satisfactory performance of the Lodi Lake Pump Station, which has been problematic.
Alternatively, the pipe in Cross Street could be removed and repiaced with a larger pipe, but this
would be more disruptive and more costly. Other pipe improvements may be needed, pending
results of the above studies. Approximate Cost, $82,000.
Staff would normally recommend that we perform the study described in Item A before we begin
construction of expensive improvements. However, recognizing this long-standing problem, we suggest
that both Items A and D be implemented this calendar year.
FUNDING: Wastewater Fund, per Council direction, either 'op"ate now or in the next budget.
"o either
Richard . Prima,
Public Works Director
Prepared by F. Wally Sandelin, City Engineer
RCP/FWS/prnf
Attachment
cc: Roger Baltz, Parks & Re.creation Director George Bradley, Street Superintendent
Frani Forkas, WaterfWastewater Superintendent Concerned Citizens
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",ITY COUNCIL
1
SUSAN HITCHCOCK, Mayor
EMILY HOWARD
Mayor Pro Tempore
JOHN BECKMAN
LARRY D. HANSEN
KEITH LAND
Concerned Citizens
PtiBLIC WORKS DEPARTMENT
CITY HALL, 221 WEST PINE STREET
P.O. BOX 3006
LODI, CALWORNIA 95241-1910
(209) 333-6706
FAX (209) 333-6710
EMAIL pwdk-pt@iodi.gov
http:\twww.lodi.gov
February 13, 2003
H. DIXON FLYNN
City Manager
SUSAN J,BLACKSTON
City Clerk
RANDALL A. HAYS
City Attorney
RICHARD C. PRIMA, JR,
Public Works Drector
SUBJECT. Presentation of Various Storm Drain Improvements to Mitigate Localized
Street Flooding at Lockeford Street near Loma Drive
Enclosed is a copy of background information on an item on the City Council agenda of
Wednesday, February 19, 2003, The meeting will be held at 7 p.m. in the
City Council Chamber, Carnegie Forum, 305 West Pine Street,
This item is on the regular calendar for Council discussion. You are welcome to attend,
If you wish to write to the City Council, please address your letter to City Council,
City of Lodi, R 0, Box 3006, Lodi, California, 95241-1910. Be sure to allow time for the
mail. Or, you may hand -deliver the letter to City Hall, 221 West Pine Street.
If you wish to address the Council at the Council Meeting, be sure to fill out a speaker's
card 'available at the Carnegie Forum immediately prior to the start of the meeting) and
give it to the City Qleek. If you have any questions about Communicating with the
Council, please contact Susan Blackston, City Clerk, at (209) 333-6702,
If you have any questions about the item itself, please call Wally Sandelin,
City Engineer, at (209) 333-6709.
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