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Lower Pilarcitos Creek Groundwater Basin Study - Coastside ...

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The overall capacity of the five well pumps is 441 gpm (0.64 MGD). It is expected<br />

that the average annual flow from the wellfield will be a slightly less than half of the<br />

maximum quantity (194 gpm [102 MGY]); but may be reduced to 75 MGY (0.21 MGD;<br />

143 gpm) to maintain a 3:1 blend ratio since a review of the current wet-season flows<br />

produced by the Nunes WTP are about one MGD (700 gpm). Cost projections of<br />

economic feasibility are based upon that quantity of water (75 MGY).<br />

The estimated well construction cost is $71,000, based upon a recent bid<br />

received by Todd Engineers for a well of similar depth capacity, design, and size at<br />

Stinson Beach, Marin County. The cost of the pump units for 460-volt, 3-phase motors<br />

varies from $3,700 to $4,200. Electrical service to the wells would be obtained from<br />

nearby PG&E 3-phase power poles and was estimated at about $29,000 for each well.<br />

An additional 40 percent ($42,000) is included for well construction and design services,<br />

wellhead piping and appurtenances, and pump design.<br />

Transmission Pipeline. The proposed transmission pipeline between the wells<br />

and Nunes WTP is shown in Figure 22. All buried pipe would be ductile iron Pressure<br />

Class 350 pipe, suitable for 350 pounds per square inch (psi) working pressure. Fourinch<br />

diameter pipe would be used to connect individual wells to the main transmission<br />

pipelines to be located in the paved streets west of Highway 1. Those south of <strong>Pilarcitos</strong><br />

<strong>Creek</strong> would connect into a 6-inch diameter pipeline and bore and jack pipeline crossing<br />

beneath <strong>Pilarcitos</strong> <strong>Creek</strong> north of <strong>Pilarcitos</strong> Avenue, while wells north of <strong>Pilarcitos</strong> <strong>Creek</strong><br />

would be routed southeasterly on St. James Avenue. A bore and jack pipeline would be<br />

provided north of Main Street. This pipeline would proceed up Foster Drive past the high<br />

school to the access road, where it would proceed up the hill to the Carter Hill Water<br />

Storage Tanks to the Nunes WTP.<br />

The cost of this pipeline is based in part upon recent water distribution pipeline<br />

costs in the area (Teter, January 2003). The Engineer’s Estimate of probable<br />

construction cost of the transmission pipeline is $693,000, which is adjusted to $832,000<br />

in the Final Estimate to provide for a 20 percent contractor overhead, profit, and<br />

construction contingency.<br />

Water Treatment. The proposed water treatment for the well water is to aerate<br />

the water to oxidize the iron, strip carbon dioxide, and increase pH to about 7.8<br />

(Summerfield, 1999). The aerated water will be (1) treated with potassium<br />

permanganate to oxidize and precipitate the remaining iron and manganese, (2) blended<br />

with surface water for removal of the solids by coagulation, flocculation, sedimentation<br />

58

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