Throughout Pennsylvania, many non-profit organizations have developed restoration plans for AMD impaired watersheds. To secure federal AML funding through Pennsylvania’s Abandoned Mine Reclamation Program and with other federal programs, those plans must include a cost/benefits analysis to assure that funds from the program are spent wisely. In an effort to assist in the development of a cost/benefit analysis for AMD projects being proposed for a qualified hydrologic unit watershed, Western Pennsylvania Conservancy worked with Hedin Environmental, through a technical assistance grant provided by Trout Unlimited’s Eastern Abandoned Mines Program, to develop a treatment cost calculator, which could compare costs on a variety of AMD treatment types. This presentation will demonstrate how it was used to develop a cost/benefit analysis for priority AMD discharges within the Sewickley Creek watershed in Westmoreland County.
3. • Details requirements for acquiring funding
from the Surface Mining Control and
Reclamation Act (SMCRA) for AMD treatment.
• Federal funding comes from a fee collected
on every ton of coal mined in the US and is
earmarked for abandoned mine reclamation –
ALL abandoned mine problems.
• PA receives approximately 40 to 50 million
each year from SMCRA (recent reductions).
4. • SMCRA reauthorized in 2006
• PA held 10 public town hall meetings
throughout PA mining regions
• Public comments clear on two points: 30% of
the funds should go to AMD remediation and
funding should support local watershed
efforts
• Initial guidelines developed in 2008 by DEP
and the federal Office of Surface Mining
(OSM) with a first draft published in 2009
5. • Guidelines based on language in SMCRA and
an agency assessment of passive treatment
systems
• Attempts to provide a means to determine
where funding will be most effectively spent
primarily on treatment types.
• Requires watershed restoration plans to meet
specific requirements and be “qualified” by
BAMR as meeting those requirements.
6. • “restoration of land and water resources and
the environment” within a “qualified
hydrologic unit” is a key element.
• Must restore water quality and biologic
resources
• Uses a two-tier approach- Tier 1(high level)
removes stream from degraded list Tier 2
(lower level) restores stream to a fishery and
meets water quality requirements
• Must have a positive cost/benefit ratio
7. HUP plan identifies restoration of Sewickley
Creek Main Stem and all major tributaries
impaired by AMD to the Tier 2 goal of re-
establishing the steams as a fishery
HUP plan identified 11 major sources to be
treated (not considering work presently
taking place at Brinkerton)
Biologic monitoring indicates all affected
stream segments are impaired
8. • All major discharges were monitored for
chemistry and flow for a period of one year to
identify the pollution load from each
discharge and to develop treatment options
and cost analysis for treating each discharge.
• Biologic monitoring was performed on
affected stream segments below major
discharges to determine if the streams were
biologically impaired.
13. 1. Compare treatment choices
2. Calculate benefit:cost ratio for proposed
projects within the hydrologic unit
14. • Cost analysis performed on each major
discharge to determine the most cost
effective treatment type.
• Costs includes operation and maintenance
over a 20 year period
• Benefits based on Fish and Boat Commission
value for lost fishing trips per mile of stream
(from BAMR Restoration Guidelines)
15. Trout Unlimited Technical Assistance
provided to
Western Pennsylvania Conservancy
16. Conduct Benefit-Cost Analysis prescribed in
Set-Aside Guidance
Useful for long-term O&M calculations
Compare alternative technologies
Make available to PA watershed groups
developing HUP plans for Title IV funding
20. Construction: based on realized costs for
fully functional passive systems
O&M: based on realized costs
◦ Aerobic Systems: Fe sludge management
◦ ALD Systems: Limestone rehabilitation and Fe
sludge management
◦ Oxic Limestone Bed Systems: Limestone
rehabilitation and sludge management
◦ Vertical Flow Pond Systems: organic substrate
rehabilitation
21. Capital (construction)
◦ Project cost schedules
◦ Vendor quotes
◦ AMD Treat
◦ Routine spreadsheet methodologies
Annual O&M
◦ Documented costs at existing treatment systems
Total Cost
◦ Capital + Present Value of future O&M
22. Chemical addition unit
Settling pond sized for 48 hr retention of
high flow rate
Sludge pond sized for 20 years of solids
storage
24. Documented costs from systems managed by
DMOs
◦ NaOH: Morris system (Cambria DMO)
◦ Pebble lime: Manor system (Moshannon DMO)
◦ Lime slurry: Woodcock system (Cambria DMO)
◦ H2O2: Mathies system (New Stanton DMO)
26. $/ppd contaminant?
◦ Uncertainty about loading
Incomplete flow rate information
Mixture of multiple mine and non-mine water sources
$/unit of reagent added
◦ Certainty about quantity of reagent used
◦ Certainty about costs
◦ Unit cost = (total treatment costs) / (quantity of
reagent)
31. Construction Annual O&M
Aerobic System Size based on Fe
loading and $2/ft2
(full system)
+ sludge basin
$1,500/yr + $25/ton
FeOOH sludge
management
Anoxic Limestone
Drain
Size based on 10 hr
retention, 20 years,
$40/ton LS installed
$1,500/yr + 50% of
LS every 10 years at
$50/ton
Oxic Limestone Bed Size based on acidity
loading and $90/ton
LS (full system)
+ sludge basin
$1,500/yr + $5/ton
LS cleaning every 4
years + 3%/yr LS
replacement at
$25/ton
Vertical Flow Pond Size based on acid
loading and $10/ft2
(full system)
$1,500/yr + rehab
organic substrate
every 10 years at 15%
of construction cost
32. Construction + PV(annual O&M)
PV
◦ 20 years
◦ 5% net discount rate
40. Construction costs
Operation and Maintenance costs
◦ 20 years of analysis
◦ Calculate Present Value assuming 5% discount rate
Total Cost = Construction + PV(O&M)
41. Majority of discharges are alkaline with Fe
◦ Aerobic pond/wetlands
Acid discharges are low Al
◦ Anoxic Limestone Drain
◦ Aerobic pond/wetlands
42. PFBC Value Lost for Sewickley Creek TSF = 1100 Trips per year x $78.02 per trip
Stream miles
Value Lost
Per year 20 year value
Sewickley Creek Mainstem 17.3 $1,484,721 $18,502,885
Buffalo Run 1.8 $154,480 $1,925,156
Jacks Run 5 $429,110 $5,347,655
Wilson Run 4.8 $411,946 $5,133,748
Boyer Run 0 $0 $0
Total 28.9 $2,480,256 $30,909,444
Estimated Cost of Restoration
Stream
System
Type
System
Cost
Costs over 20
years
Sewickley Creek Main Stem
Brinkerton 1A Passive $778,594 $833,264
Brinkerton Overflow Passive $718,262 $790,267
Brinkerton 2 Passive $548,172 $594,203
Brinkerton 3 Passive $177,220 $231,425
Soberdash 1 Passive $23,892 $47,250
Soberdash 2 Passive $398,147 $625,696
Soberdash 3 Passive $73,589 $94,525
Buffalo Run 1 Passive $398,147 $625,696
Jacks Run 1 Passive $929,469 $1,109,558
Wilson Run 1 Passive $359,773 $388,112
Wilson Run 2 Passive $590,742 $642,779
Boyer Run
Totals $4,996,007 $5,982,775
Cost/Benefit Ratio Total Benefit Value/Total Cost Value 5.17
Cost/Benefits Analysis