Santa Clara River Trail Final Master Plan - Development Services ...
Santa Clara River Trail Final Master Plan - Development Services ...
Santa Clara River Trail Final Master Plan - Development Services ...
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Chapter 1: Existing Conditions<br />
materials in the general project vicinity are known to have resulted in soil and groundwater<br />
contamination. Although pesticides and herbicides used for agricultural operations can pose a hazard to<br />
humans and native biological communities, the County of Ventura Agriculture Commissioner's Office<br />
records show the only remaining residue is DDT and breakdown products. A search of Ventura County<br />
files and the GeoTracker database identified four Underground Storage Tank (LUST) cleanup sites and<br />
‘other’ cleanup sites near the project area (SWRCB 2009). None exist within the project area.<br />
The <strong>River</strong> Ridge Golf Course was constructed on top of the former <strong>Santa</strong> <strong>Clara</strong> landfill. The landfill was<br />
lined and accepted only Class III (non-hazardous) waste during its operation, and was closed according<br />
to closure requirements of the Ventura County Environmental Health Division and California Regional<br />
Water Quality Control Board (City of Oxnard 2008). Hazardous materials are routinely transported on<br />
Highway 101 and the railroad, presenting the possibility of an accident in the vicinity of the project area.<br />
Of the trucks that enter Ventura County on Highway 101, the California Highway Patrol estimates that<br />
52 percent carry hazardous materials and an additional 22 percent carry hazardous wastes (City of<br />
Oxnard 2004). Although the probability of a railroad hazardous materials incident is lower, the severity<br />
is potentially greater because of the greater potential quantities involved as well as the potential for<br />
chemicals and explosive substances to be mixed together.<br />
HYDROLOGY AND WATER QUALITY<br />
The <strong>Santa</strong> <strong>Clara</strong> <strong>River</strong> is the predominant surface<br />
water hydrologic feature in the region, with a<br />
watershed drainage area of 1,634 square miles and<br />
generally produces an intermittent flow regime, which<br />
reflects the area’s predominant wet winter/ dry<br />
summer pattern. Flows can increase rapidly in<br />
response to high intensity winter rainfall events. This<br />
can result in flooding along the river, which has<br />
required municipalities such as the VCWPD and the<br />
City of Oxnard to construct a system of levees. This<br />
flow regime also significantly shapes the vegetative<br />
communities of the <strong>Santa</strong> <strong>Clara</strong> <strong>River</strong>.<br />
The <strong>Santa</strong> <strong>Clara</strong> <strong>River</strong> channel is a wide,<br />
sandy wash through much of the year;<br />
however wet season flows can flood the<br />
channel.<br />
The water flow in the project area reaches its high flo w<br />
period during the local wet season which occurs December through April. Natural flow in the river is<br />
affected by groundwater withdrawals, diversions, municipal uses, and groundwater recharge. Flow is<br />
also regulated by operational conditions at upstream reservoirs, including Lake Piru, Pyramid Lake, and<br />
Castaic Reservoir.<br />
The Federal Emergency Management Agency (FEMA) identifies much of the City of Oxnard to the south<br />
of the project site, as well as the agriculture and recreation areas to the north as being subject to a 1%<br />
annual chance flood event (formerly referred to as 100-year flood event) associated with the river.<br />
Flooding associated with the river has historically posed a significant hazard to communities along its<br />
banks, including the City of Oxnard and the project vicinity. However, as noted above, with the<br />
exception of the project site’s middle segment from N. Ventura Road to the Highway 101 Bridge, the<br />
8 | Alta <strong>Plan</strong>ning + Design