14.12.2012 Views

muddy run pumped storage project (ferc no. 2355) - Exelon ...

muddy run pumped storage project (ferc no. 2355) - Exelon ...

muddy run pumped storage project (ferc no. 2355) - Exelon ...

SHOW MORE
SHOW LESS

Create successful ePaper yourself

Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.

SECTION 1.0<br />

MUDDY RUN PUMPED STORAGE PROJECT (FERC NO. <strong>2355</strong>)<br />

EXHIBIT A-PROJECT DESCRIPTION<br />

PROJECT STRUCTURES<br />

The Muddy Run Power Project (Muddy Run Project or Project) is a <strong>pumped</strong>-<strong>storage</strong> hydroelectric<br />

generating facility located approximately 22 miles upstream of the Chesapeake Bay on the eastern<br />

shoreline of the Susquehanna River, within Drumore and Martic Townships, Lancaster County,<br />

Pennsylvania.<br />

The Project (Figure 1-1) consists of: 1) a main dam embankment, 2) the east dike, 3) recreation pond dam<br />

and spillway 4) canal dam embankment, 5) upper reservoir spillway 6), intake structure 7) a powerhouse<br />

and 8) primary transmission line.<br />

The recreation pond’s sole purpose is for environmental mitigation and recreation, and its water levels are<br />

<strong>no</strong>t affected by fluctuations within the Power Reservoir. The recreation pond impoundment level is<br />

maintained by an uncontrolled open channel spillway.<br />

1.1. Main Dam Embankment<br />

Muddy Run Reservoir was created by building a rock-filled dam with a central impervious core across the<br />

Muddy Run ravine, approximately 2,500 feet from the Muddy Run Powerhouse. The Muddy Run Main<br />

Dam Embankment (Main Dam) (National Inventory of Dams (NID) PA00266) is 4,800 feet long, has a<br />

maximum height of 260 feet, and has upstream and downstream slopes of 2.5H:1V and 2.2H:1V,<br />

respectively. The downstream slope includes a 20-foot wide bench/road at midslope across the highest<br />

section of the dam. The top few feet of the embankment (above the maximum <strong>no</strong>rmal reservoir level) are<br />

constructed with upstream and downstream slopes of 1.5H: 1V.<br />

The crest of the dam is at elevation 533 feet, is 34 feet wide and is traversed by a 20-foot-wide two-laned<br />

roadway (River Road). The crest provides 13 feet of freeboard when the Muddy Run Reservoir water<br />

level is at elevation 520 feet.<br />

The Main Dam embankment is constructed as a “zoned” embankment with an impervious core. The<br />

structure includes two filter zones on each side of the core and upstream and downstream rockfill shells.<br />

The rockfill consists of excavated schist bedrock. Less weathered rockfill was placed on the downstream<br />

slope and upper parts of the upstream shell. More weathered rockfill was placed in the downstream shell<br />

and lower parts of the upstream shell under a 20-foot-thick “fresh rock” cover. The downstream shell also<br />

includes a zone of 10-foot-thick random material layers alternating with 3-foot-thick layers of weathered<br />

rock.<br />

A-2

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

Saved successfully!

Ooh no, something went wrong!