Marjol Battery Site
 
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Summary of Corrective Measures Implementation (CMI) Process

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Stormwater Management System

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Stormwater Management Structures

In order to control stormwater at the Site both during construction and after construction activities have ended, and to keep sediment (small soil particles that are carried along in water) on the Site and out of the Lackawanna River, a basin and other drainage features such as check dams and swales were constructed as outlined in the USEPA/PADEP-approved 100% Design Plan for the Site (Click here for more information on the Final 100% Remedial Design Plan). The stormwater management system consists of several items as described below.  (Click on the name of the structure to view a picture of the structure):

1) Swales - to direct the flow of water on the Site to the sedimentation basin.

2) Check Dams (elevated rows of rocks in the swales) – constructed to slow the water down as it flows through the swales.

3) Sedimentation basindesigned to discharge water from up to a 100-year storm without overflowing through the emergency spillway; rainwater that falls on the Site is directed to the basin.  The sedimentation basin is designed to enable sediments to settle out prior to the water discharging through the skimmer since water from areas without established vegetation that drain to the basin may carry sediment. Once grass is established in the disturbed areas of the Site, the sedimentation basin will be converted to a stormwater management basin.  (Click here to read about the basin conversion.)

4) Baffle - a fence with fabric on it to slow down the water in the basin after it comes down from the swales and allow additional sediment settling. 

5) Skimmer - when water is released from the basin, it is released through a skimmer which is a 4-inch plastic tube that skims the water off the top of the basin and into a discharge pipe. The water then flows out through the discharge channel and into Sulphur Creek.

6) Outlet structure – water from the basin flows through the skimmer and into the outlet structure which discharges the water into the discharge channel via a pipe to the opposite side of the basin berm.  The top of the outlet structure also has an open grate that allows water to discharge at a much higher rate than the skimmer if it is a heavy enough rainfall that the skimmer can’t keep up with the water coming into the basin.  (Click here to view a picture of water discharging from the outlet structure.)

7) Emergency Spillway - a rock reinforced discharge channel for the basin that would carry flow only if the outlet structure is blocked and can’t discharge water or if it is more rain that what is expected in a 100-year storm.

(Click here to go back to the Stormwater Management System page.)

 

Page Last Modified Tuesday October 19, 2010 03:26:17 PM

 

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