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Pájaro River Watershed Flood Protection Plan - The Pajaro River ...

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Although Hospital Road shows some aggradation after 1955, all of the other data<br />

indicate progressive incision. <strong>The</strong> Hospital Road data may reflect the annual filling<br />

that takes place there for a summer road across the streambed. In this Hollister<br />

section of the San Benito <strong>River</strong>, the natural floodplains had been abandoned by 1955<br />

and development was taking place on them. In 1995 and, especially, in 1998, the<br />

flood flows that were confined to an incised channel, cut laterally and made the<br />

channel as much as 3 times as wide as before those floods. This is the natural way<br />

that a watershed system works to regain equilibrium. Lacking overbank low-velocity<br />

water storage, the deep high velocity flow undermines and cuts the easily eroded<br />

sand and gravel banks. This provides the sediment load that the high velocity<br />

confined river is capable of moving, and it begins the process of cutting a new flood<br />

plane at the lower level of the streambed. This lateral erosion will continue until the<br />

width of the new deeper channel is sufficient to expend the available energy of the<br />

flowing water against the stream bed itself with little energy left for bank cutting. In the<br />

case of the San Benito between Hospital Road and Hollister, this will be about a 0.75-<br />

mile width if no reclamation is undertaken. As this occurs, the constructed features<br />

and bridges will be damaged or lost, as is seen in the case of this newly-built Cienega<br />

Road house during the 1998 floods (Fig 12):<br />

Figure 12 - House along Cienega Road south Hollister, 1998<br />

<strong>The</strong> detailed Graniterock aerial photos permitted us to investigate the entire<br />

channel below Hospital Road to the junction with the <strong>Pájaro</strong>. We were<br />

unable to receive landowner permissions to survey most of that channel and<br />

needed to investigate the majority of the channel where public bridge rightsof-way<br />

do not exist, and thus where the channel is not constricted artificially.<br />

<strong>The</strong> Graniterock aerial photos and the accompanying 2-foot contour interval<br />

maps are only a year old and reflect today’s conditions. <strong>The</strong>se permitted us<br />

to compare the present topography of the river with that in the 1950’s as<br />

mapped by the US Geological Survey, and with sequential aerial<br />

photographs. We borrowed and digitized the Soil Conservation Service<br />

historical aerial photo enlargements of August 1959, and copied the available<br />

collections from the University of California Map Library and elsewhere.<br />

<strong>The</strong>se included the 1931 lower <strong>Pájaro</strong> Valley, 1939 entire river, 1952 and<br />

DRAFT 7/22/03<br />

37<br />

<strong>Pajaro</strong> <strong>Watershed</strong> <strong>Flood</strong> Management

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