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Mitigating Consumptive Water Use in the Susquehanna River Basin. Andrew Dehoff August 12, 2008. WPCAMR. Approved Daily Consumptive Use By Subbasin Total = 563.1 mgd. Consumptive Water Use Regulation 18 CFR Part 806.22. Purpose:
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Mitigating Consumptive Water Use in the Susquehanna River Basin Andrew Dehoff August 12, 2008 WPCAMR
Approved Daily Consumptive Use By Subbasin Total = 563.1 mgd
Consumptive Water Use Regulation 18 CFR Part 806.22 • Purpose: • safeguard adequate flows for public water supplies, industries, agriculture and recreation, and • protect aquatic life, habitat and water quality during times of critical low flows. • Storage • Replacement • Discontinuance • Conservation Release • Payments • Alternatives Methods of mitigation allowed under §806.22(b)
Consumptive Water Use Mitigation Storage (2) Replacement (3) Discontinuance (1) Conservation Release (26) Payments(288) Alternatives (0) (89% have selected payment) SRBC is faced with an ever-increasing challenge to investigate and secure additional sources of water for mitigation.
Consumptive Water Use Program SRBC is moving toward a more environmentally protective management system to mitigate for consumptive use based on ecological flows.
Alternate Threshold Strategies for Consumptive Use Mitigation Annual Monthly J F M A M J J A S O N D J F M A M J J A S O N D Running Seasonal J F M A M J J A S O N D J F M A M J J A S O N D
Recommended Actions • Assess ecological flow relationships • Enhance or modify reservoir storage operations • Evaluate underground mine storage • Modify consumptive use fee
Plan Implementation • What is the driving goal? • What is the appropriate low-flow threshold? • How should the program be integrated into existing programs? • Role of water conservation and water quality • Seasonal use • Passby flows
Implementation Constraints • Is the water “new”? • What is the source of the water? • How should existing operations be credited or exempted? • Conservation releases • Mine drainage treatment • Intrabasin transfers
Ongoing Evaluation • Are goals being met? • Are projections accurate? • Is mitigation keeping pace with growth? • Is fee adequate to allow storage development? • If not, should CU limitations be defined? On a basin-wide or watershed basis?
Implementation Progress • Partnering with USACE and TNC to develop flow standards • Proactive power companies • Basin-wide effort for agricultural CU • Cooperative partnership with PaDEP Bureau of Abandoned Mine Reclamation • Barnes and Tucker project
2008 PA AMR Conference- August 12, 2008 Barnes & Tucker Project (Interbasin Transfer of Minepool Water) Daniel Sammarco,P.E. DEP-Bureau of Abandoned Mine Reclamation Cambria Office Dsammarco@state.pa.us Project Team: Art Crossman Darryl Audia Pat Webb Bob Oshaben Ken Bobak Max Scheeler Jon Smoyer
Outline • Background • Project Assessment • - inter-basin transfer • - Blacklick Creek • - West Branch Susquehanna River • Project Design • Q&A
X Project Location Pittsburgh
A. Background – existing plant Lime silo Intake pumps
Mahaffey, Pa Curwensville Dam
B. Project Assessment - Inter-basin Transfer Eastern Continental Divide Proposed New Treatment Area x 1970 Blow out Area Duman Treatment Plant OSM: Hawkins,Perry
Susquehanna River Basin Ohio River Basin Surface ~1650 ft Surface ~1530 ft Coal- ~1395 ft Coal- ~1223 ft
Inter-basin Transfer(IT) • PA law requires projects involving IT to have a NPDES permit. • Assessment of watershed basins’ (Susquehanna and Ohio ) • West Branch SusquehannaOhio River Basin • > restore ~25 miles stream > BAMR commitment to • treat the Red Mill, Vinton #6, and Wehrum discharges • > addresses water demand issues and Wehrum discharges • > continue AML and • AMD remediation projects • projects
WHAT’S THE SOLUTION? • Reclaim and remediate the refuse piles at Colver. • Continue AMD remediation efforts in the South Branch Blacklick treat Red Mill Mine Vinton #6 mine Wehrum mine
Barnes-Watkins Refuse Pile project 2005 2008
D. Q&A proposed existing Project Team: Art Crossman Daryl Audia Pat Webb Bob Oshaben Ken Bobak Max Scheeler Jon Smoyer
92% reduction in Alt increase in Net Alkalinity 82% reduction in Fet DS B&T DS B&W
Hydrology Analysis- Plant effluent 100 year flow = 2400 cfs Project flow ~ 16 cfs