Cover of Westside Park

Project case study · CS-08 · Urban stormwater · Municipal

Westside Park

City of Los Angeles Bureau of Engineering · Proposition O · Los Angeles, California. A city park designed to irrigate itself from the storm drain running underneath it, and to send the water it does not use back to the channel much cleaner.

Reference
CS-08
Edition
2 · September 2026
Format
PDF · 4 pages · 0.7 MB
Access
Open
Download PDF Arabic PDF Free · no form · English and Arabic

About this case study

A US$2.9 million Proposition O project for the City of Los Angeles Bureau of Engineering. A city park takes its irrigation water from the drainage channel that runs beneath it. The project targets runoff from 3,700 acres beside South Fairfax Avenue, which drains to Ballona Creek and Santa Monica Bay.

Flow in the channel is intercepted and partly diverted to a pump lift station. The water is screened for floating waste and heavy sediment, then fed to a two-acre network of EPIC pipes in 13 in of sand over 2 in of gravel. When channel flow exceeds the park's demand, normal drainage carries on. The system is unpressurised and runs by gravity. It is laid in 15 sections of 300 to 500 ft on laser-levelled benches that follow the park's slope, each with one inlet and one outlet.

The chambers sit on Firestone EPDM liner with all sides folded up to hold water in cells. Moisture reaches the surface by capillary action along a winding flow path from high ground to low. Excess filtered stormwater is stored in underground chambers and, once they are full, is designed to discharge towards a dry creek and back into the storm drain. An existing tree was kept, with its root mass buried to finished grade and watered by capillary movement over the liner wall.

Wallace Laboratories analysed soil and water samples taken on 24 August 2011. The soil is sand with pH 7.77, and roots were 4 to 5 in deep at two months. The September 2011 site report found the pump lift station running non-stop, so the profile never rested and breathed. It recommended a 36-hour irrigation cycle once a week, noting that roots grow beyond 10 in when a profile is cycled correctly. The report concluded that the stormwater can be used for irrigation, with extra fertiliser needed.

3,700Acres of catchment targeted
US$2.9mProposition O municipal project
2 acresOf EPIC pipe in a sand profile
15 inEPIC profile: 13 in of sand over 2 in of gravel

Project record

Client
City of Los Angeles Bureau of Engineering; project manager Ahmed Iftekhar
Funding
Proposition O · US$2.9 million
Catchment targeted
Runoff from 3,700 acres of land adjacent to South Fairfax Avenue
Receiving waters
Ballona Creek and Santa Monica Bay
System
A two-acre network of EPIC sub-surface irrigation pipes in a sand profile
Profile
13 in sand over a 2 in gravel layer, 15 in total EPIC profile
Configuration
15 sections of 300 to 500 ft linear length across multiple laser-levelled sub-grade benches, each section with one inlet and one outlet
Flow
12 GPM per acre demand; 1 to 2 GPM per inlet
Completion
Phase III as of mid-October 2010; scheduled to open February 2011; completion stated as July 2011
Samples
Soil and water, 24 August 2011, analysed by Wallace Laboratories, El Segundo
Soil pH
7.77, moderate alkalinity
Estimated texture
Sand; organic matter low; relative infiltration fair to good
Root depth
4 to 5 in at two months, from core samples; over 10 in in a correctly cycled profile
Operating finding
Continuous operation of the pump lift station gave the profile no resting period; recommended duty cycle 36 hours once per week
Water samples, inlet / outlet, mg/kg
Baseline grab samples, not treatment results: the incoming water was not entering the bio-filter zone of the sand profile
Aluminium
10.72 / < 0.05
Iron
19.29 / 2.58
Silicon
15.22 / 5.35
Barium
1.60 / 0.26
Titanium
1.51 / 0.08
Vanadium
0.83 / 0.18
Zinc
1.55 / 0.74
Lead
0.27 / < 0.08
Phosphorus
36.45 / 2,376.40

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