31.12.2014 Views

Lower Pilarcitos Creek Groundwater Basin Study - Coastside ...

Lower Pilarcitos Creek Groundwater Basin Study - Coastside ...

Lower Pilarcitos Creek Groundwater Basin Study - Coastside ...

SHOW MORE
SHOW LESS

You also want an ePaper? Increase the reach of your titles

YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.

Well Construction Program<br />

The test wells provided valuable information on the feasibility of a <strong>Lower</strong><br />

<strong>Pilarcitos</strong> wellfield. However, estimated well efficiencies of the <strong>Lower</strong> <strong>Pilarcitos</strong> <strong>Creek</strong><br />

test wells range between 45 and 85 percent. For a newly installed well, typical well<br />

efficiencies are greater than 80 percent.<br />

In addition, the test wells were characterized by turbid discharge. This indicates<br />

that the wells were not fully developed to remove drilling fluids introduced during drilling<br />

and fine-grained sands adjacent to the screen, and to remedy the damage to the<br />

borehole. The wells were not rigorously developed because of their construction with<br />

PVC casing materials, which are a much weaker material than steel casing and provide<br />

a much lower open area than wirewrap screen. <strong>Lower</strong> well screen open areas limit the<br />

effectiveness of well development procedures and may restrict efficient flow of<br />

groundwater into the well. As a result, the test wells do not adequately reflect the<br />

potential capability of wells in that location, the local water quality, or the aquifer<br />

response to pumping.<br />

Should CCWD decide to proceed with evaluation of a <strong>Lower</strong> <strong>Pilarcitos</strong> wellfield,<br />

the recommended next step is installation of a pilot production well immediately adjacent<br />

to TW2. This pilot production well would provide the following:<br />

• Better definition of the composition of aquifer materials,<br />

• Water quality information with depth and geologic formation, allowing isolation<br />

of the water quality of the alluvial aquifer,<br />

• Assessment of the aquifer response during formal pumping tests using an<br />

observation well, and<br />

• Optimization of well efficiency.<br />

The pilot well (and any subsequent production wells) should be installed<br />

approximately 10 feet from the existing test wells. This distance will allow measurement<br />

of water levels during pumping tests not only in the pumping well but also in the existing<br />

test well, which would serve as an observation well. These measurements would provide<br />

a better understanding of aquifer parameters (transmissivity and, especially, storativity).<br />

This better hydraulic understanding is necessary to predict well interference and well<br />

spacing in the well field.<br />

21

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!