problem     project scope    sites & findings    remediation plan   map   

Abandoned Mine Discharges 

Abandoned mine drainage, or AMD, in this case iron rich or "yellow boy" pollutes a tributary of the Chartiers

  IDENTIFYING THE PROBLEM

  UNDERSTANDING THE PROBLEM

  SOLVING THE PROBLEM

 

EVALUATING

AMD

PROJECT SCOPE

Update an understanding of surface discharges and the underlying mines of nine major Abandoned Mine Discharges (AMD) in the lower Chartiers Creek watershed.  Use this characterization data to develop and prioritize engineering design options.

PURPOSE 

To understand AMD surface discharges and their mine pool sources. To prioritize sites and propose remediation solutions.
To develop a restoration plan.

GOAL

Measure discharges and develop a GIS-based hydrologic model. Determine loading calculations for the discharges. Produce original data regarding the impact of discharges to Chartiers Creek and its tributaries. Develop remediation options for each discharge and a detailed conceptual design for the preferred alternative. Develop a restoration plan.

OBJECTIVES

 

Monitor flow and chemistry monthly for one year to characterize nine major surface discharges.  Compile and digitize deep mine maps to characterize underground topography and mine pools. Compare with historical mine drainage studies. Identify key property owners to determine potential remediation sites. Develop a prioritization matrix to facilitate cost-effectiveness evaluation for remediation projects.

METHOD

Evaluation of Mine Discharges from Abandoned Coal Mines in the Lower Chartiers Creek Watershed and Restoration Plan for Large Mine Discharges to Lower Chartiers Creek were funded by the Pennsylvania Department of Environmental Protection (PADEP) thru Growing Greener. The studies were conducted by Hedin Environmental and GAI Consultants.

 

 

SITES AND FINDINGS

Each discharge was measured for flow (gallons per minute – GPM) and chemistry (pH, temperature, alkalinity, iron, aluminum, manganese, sulfate, acidity, conductivity). Flows were measured by a variety of means including flumes, weir, stream gauge or timed container fills from piped discharges. Chemistry was measured with field devices or PADEP lab analyses. Discharges were sampled in 2002.  The stream above and below each discharge was sampled in 2004.  After hurricane Ivan, additional samples were taken on Millers Run, Campbell's Run and Robinson Run - in November of 2004, and again in February 2005. Photos were taken in November 2004.  Maps for the underlying mines were obtained and geo-referenced to form a GIS database. Maps were obtained from the Office of Surface Mining and the University of Pittsburgh Library. A base map for the area was prepared by the Works Progress Administration (WPA). Some of these maps were originally prepared by the Pittsburgh Coal Company. Contours (underground topography) of the mine floor elevations were developed by GAI and discharge points were referenced. 

The result is a topographical representation of the mine substructures that provides dimensional understanding of the location, varying elevations, slopes and direction, capacity, mine pool sources and discharges. It is interesting to note that “recharge area”, the mine sprawl that drains each discharge, ranges from 1080 acres (Whiskey Run) to 4400 acres (Scrubgrass/Woodville). Six hundred forty acres (640) equal one square mile. That gives some idea of the sprawling dimensions of the mines that honeycomb beneath:

MAP LEGEND

Mine Map Legend


MINE DISCHARGE MAP

Click on the yellow circle representing a discharge site on the mine map to see the characterization of each discharge and the proposed mitigation for each discharge.

Mine Map showing mine discharge basins, mine pools and discharge sites
Wingfield | Coal | Gladden | Presto Sygan | Woodville/Bridgeville | Scrubgrass | Hope Hollow | Whiskey | Robinson 

  back to map   

 


 

DEVELOPING A REMEDIATION PLAN

the gold leaf or yellow square at right links you to each step at left or below

  Locate & characterize major AMD sources
Measure impact of AMD inflows on receiving streams
Develop options for each discharge
Evaluate sites and property constraints
Prioritize the sites
  pollutant loading
  impact on stream
  impact on public &
  recreational activities
  suitability for effective 
  affordable treatment 
Develop a Plan that provides solution for each discharge, 
estimates costs, and predicts impacts on stream chemistry

  COST/BENEFIT 

Develop advanced treatment plan for one discharge

 

 

COST / BENEFIT

HIGH PRIORITY SITES

DISCHARGE  

REASONS

  Gladden

 

 

 

Highest Fe loading 

 

Treatment will restore 3.8 miles of Millers Run and improve 3.8 miles Chartiers Creek

 

Responsible for aesthetic degradation of Chartiers Creek   

 

Treatment is possible

  Wingfield

 

 

 

First AMD degradation to Chartiers Creek

 

Will restore 2.5 miles of Chartiers Creek 

 

Landowner willing 

 

Moderate cost solutions

 

MEDIUM PRIORITY SITES

DISCHARGE   REASONS

  Presto-Sygan

Highest Al loading
  Inflow where aesthetics degraded
  Agreeable landowner
  Planning is in progress

  Scrubgrass

Existing investment in treatment system 
  Visible site used by local schools
  Promising ways to manage water so that system would be more effective

  Bridgeville

Highly visible discharge-McLaughlin Run
  5th Fe loading   (iron)
  2nd Al loading  (aluminum)
  Several possible solutions

  Woodville

7th Fe loading
  inflow to backchannel and Chartiers Creek prominent
  Affordable treatment options

  Hope Hollow

2nd Fe load

  3rd Al load
  Stream devastated
  Treatment expensive and no location identified
  Chartiers Creek impacted above
  Cost/benefit high
 

LOW PRIORITY SITES

DISCHARGE   REASONS

  Whiskey Run

Lowest loading   

  Furthest downstream
  Minimal benefit to Chartiers Creek without upstream projects
  Little public accessibility

  Coal Run I & II

 

 

 

Very visible discharge
 

Does not degrade stream beyond in-stream limits 

 

 Easy to treat with passive technologies

 

Nearest treatment area is across CC and requires 2500 ft pipeline

  Cost/benefit high

 

PLAN FOR THE RESTORATION PLAN

Recommendations will be incorporated into the report delivered to PADEP in January.   It will discuss proceeding with Growing Greener proposals in March 2006 for the Gladden design, the Woodville design and construction and the Scrubgrass Run channel sealing.

The plan is a dynamic document that changes with new information and opportunities.  Since this project has begun, Hurricane Ivan revealed AMD problems not previously considered and Growing Greener grants have been awarded for AMD projects.  

A passive treatment design has been developed for Wingfield Pines, and a construction grant was announced.  Final design is being developed for the Presto Sygan site.  A reclamation project that will affect the Gladden discharge was announced for Fishing Run and the abandoned Maud Mine.  

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this page updated on 01/17/2006 by Robin Anthony

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original material copyright 2001-2006 Robin Anthony