Stevens Creek Corridor

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O F F I C E O F T H E D I R E C T O R O F P U B L I C W O R K S Stevens Creek Corridor Creek Restoration Project Volume Three Project Update: Creek Photos, Before & After BY GAIL SEEDS - PROJECT MANAGER, STEVENS CREEK CORRIDOR Stevens Creek has been restored within Blackberry Farm as part of the Stevens Creek Corridor Phase 1 project. This update contains photographs of the creek, before the work and after. Stevens Creek: Before W ithin Blackberry Farm the creek channel had been narrowed. Creek flows scoured the banks & tree roots. Understory vegetation was lacking & habitat value was limited. I n numerous locations, riprap rocks were needed on creek banks to protect against scour forces. Serious barriers for wildlife existed within the channel itself. THE CITY OF CUPERTINO CITY HALL 10300 TORRE AVENUE, CUPERTI NO, CA 95014-3255 TELEPHONE: (408) 777-3354 FAX: (408) 777-3333 DAVID KNAPP, CITY MA NAGER RALPH Q UALLS, DIRECTOR OF PUBLIC WOR KS MAR K LINDER, DIRECTO R OF PAR KS AND RECREATION

Diversion Dam Site: Before he dam structure T within Blackberry Farm created a major hurdle for fish passage. iprap (rock armoring) R placed on the east bank at the dam site further degraded the habitat. Yellow stars mark the same tree in the Before photo above and After photos next page. his dam was T one of the worst barriers for year-round movement of young steelhead in the entire length of Stevens Creek. Page Two

OFFICE OF THE DIRECTOR OF PUBLIC WORKS Looking Upstream Diversion Dam Site: After he dam structure was removed, as was the riprap. The T banks were laid back to a gentler slope that will be stable without armoring. The channel was sculpted as well and a boulder cross vane was constructed at the former site of the dam. Photos below are views downstream, Oct. 2008 & Sept. 2009. A star marks the same tree in each view. Looking Downstream new pool was created below the A boulder cross vane. The cross vane will stabilize the channel bed at the proper elevation and maintain the improved fish passage conditions. hotos above & below are views upstream, Oct. 2008 & Sept. P 2009. Page Three

Low Flow Crossing #1: Before and After he first low-flow crossing T was a driveway through the creek to Fallen Oak picnic area. Its presence created a vertical drop, causing problems for aquatic wildlife. Its concrete paving prevented establishment of a healthy natural low-flow channel in the creek bed. he creek restoration, photo right, T removed the low flow structure and resculpted the channel, preserving the nearby trees and vegetation. The star marks an adjacent tree as a landmark in the Before and After shots. Page Four

T Low Flow Crossing #2: Before & After he second low-flow crossing created a serious barrier to fish passage, with a channel drop of more than 4 feet. Riprap armoring on both sides of the crossing precluded vegetation. V iews of the low-flow crossing before are left, right & above. he creek restoration T removed the low flow structure and riprap. The redwood tree marked with a star in the upper photos is the same tree marked in this postconstruction photo left. A boulder cross vane helps stabilize the channel bed and create a pool-glideriffle sequence. Page Five

Scoured Tree Roots: Before & After reek channel flows had scoured the C root systems of Monterey pine trees along the creek banks. he design team and T contractor reviewed the scoured areas before beginning to construct log crib walls to protect roots. he photo below shows the same 3 trees in the photo T above, after installation of the crib walls & plantings. This portion of the former channel is now a backwater & provides refuge for fish during high-flow winter storms. og walls (above) were L backfilled in lifts with selected soil material placed carefully around roots. A new slope was created providing space for healthy root systems to reestablish. Page Six

Lower Parking Area Before: New Creek Channel After he lower portion of T the former parking lot shown in photo left was removed. It became part of the new creek channel, allowing creation of a wider, stable and healthy channel configuration. uring construction, the new channel D was excavated. Cobbles and gravels were used to create the new creek bed. A star marks the same distant tree in each photo. he brand new creek, T shown photo left Dec. 2008, was created where parking had existed. The new channel allows for desirable in-stream floodplain benches and supports greater habitat complexity. The channel slope is gradual and there are no longer barriers to fish migration. Page Seven

New Creek Channel, One Year Later ust downstream J of Horseshoe Bend, the old creek channel before, left, and the new relocated channel during, right. One year after construction, below. This is a new stretch of creek that did not exist before. ative plantings are establishing well, as are volunteer pioneer species. Steelhead N are back in the creek and native plant diversity is rising. Page Eight