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Environmental Impact Statement - Sonoma Land Trust

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California Department of Fish and Game<br />

U.S. Fish and Wildlife Service<br />

Chapter 2. Alternatives<br />

actually consists of wetlands; the wetlands are scattered in patches throughout<br />

this area. In addition, the project would enhance up to 3 acres of seasonal wetland<br />

pools in the cattle pasture near and southeast of the former dairy complex (see<br />

Figures 2-1 and 2-2). Approximately 3,200 CY of soil would be excavated from<br />

the wetland area and would be used to construct various features onsite.<br />

Areas managed as “agriculture priority areas” would be managed for crop<br />

production while maintaining agricultural activities favorable to seasonal wetland<br />

enhancement (such as disking).The boundary between the wetland priority and<br />

agricultural priority areas would be marked by a low berm measuring about 1<br />

foot high, 10 feet wide and about 4,700 feet long, which would be stabilized by<br />

planting with native creeping wildrye (Leymus triticoides). This berm would<br />

provide farmers with clear plowing boundaries and restrict annual weeds, and<br />

would also provide nesting and cover for wildlife. Approximately 1,800 CY of<br />

soil would be needed to construct the low berm and would come from<br />

excavations associated with the enhancement of the wetland priority area, as<br />

described above.<br />

Sears Point Wetland and Watershed Restoration<br />

Project Final <strong>Environmental</strong> <strong>Impact</strong><br />

Report/<strong>Environmental</strong> <strong>Impact</strong> <strong>Statement</strong><br />

Freshwater Habitat Enhancement and Stormwater<br />

Conveyance System Modifications<br />

Riparian woodlands and marsh patches would be established at the downstream<br />

end of culverts C-4 and C-5 (See Figure 2-2). Basins deeper than existing ditches<br />

would be excavated along the south side of Highway 37. The excavation volume<br />

for both basins is estimated at 2,700 CY. The equipment used to create these<br />

basins would include an excavator and a small dozer.<br />

Adjacent to these basins, excavated spoils would be side-cast and gently graded<br />

(slopes of 5-10:1) to provide platforms for elevated riparian woodland.<br />

Additionally, some backwater ponds and marsh pockets connected to the main<br />

basins would be constructed to function as localized sediment detention basins<br />

and freshwater detention basins. The resulting patches of marsh and riparian<br />

woodland would provide habitat for all life stages of California red-legged frogs,<br />

as well as breeding and foraging habitat for a number of bird species. Any<br />

required maintenance for these ponds would be conducted in the same manner as<br />

for the detention basins, including necessary surveys for CRLF.<br />

The three pumps currently located on the perimeter levee would be removed as<br />

part of the tidal restoration and replaced by two pump stations (SP-2 and SP-3)<br />

located on the north side of the railroad tracks. These In addition, two storm<br />

water pump stations, located either at culvert 3 (C-3) or culvert 15 (C-15) and<br />

also at culvert 17 (C-17), would be constructed on concrete foundations at the<br />

southern side of this diked baylands segment north of the railroad embankment.<br />

It is estimated that these electrically-powered pumps would each discharge 50<br />

cubic feet per second (cfs), be 160 horsepower, and use on average 160,000<br />

kilowatt hours per year (KW hours/year). A third pump station, SP-1, was<br />

proposed for placement at Culvert 53, however, based on subsequent discussions<br />

with the adjacent landowner, this pump would not be constructed, and the<br />

2-22<br />

April 2012

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