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HomeMy WebLinkAboutNC0003425_Staff Report_20020206SOC PRIORITY PROJECT: Yes: No:XX If Yes, SOC No.: NPDES STAFF REPORT AND RECOMMENDATIONS FOR CP&L ROXBORO STEAM ELECTRIC PLANT Date: March 20, 2002 To: Stormwater and General Permits Unit Water Quality Section Attention: Teresa Rodriguez County: Person Permit No.: NCO03425 PERMIT RENEWAL PART I -GENERAL INFORMATION D 2002 QUALITY Lia �ul,� r scu�cc uxar�c Facility and Address CP&L Roxboro Steam Electric Plant 1700 Dunnaway Road Semora, North Carolina 27343 Person County 2. Date of Site Inspection: February 06, 2002 3. Report Prepared by: Mitch Hayes 4. Persons Contacted and Telephone Number: Joanie P. Cooke 919.362.3553 5. Directions to Site: From Raleigh, take US 70 West to I-85 to Durham. Exit onto US 501 North. Drive to Roxboro, turn left onto Hwy. 57 North. Drive to S.R. 1340, turn right. Drive to S.R. 1336, turn left. Drive approximately one mile and turn left onto Dunnaway Road. Drive to the end of road. 6. Discharge Point(s), List for all discharge points: Outfall Number 003 Latitude: 361 28' 48" Longitude: 79° 05' 11" Outfall Number 006 Latitude: 361 29' 12" Longitude: 79" 04' 41" Attach a U.S.G.S. map extract and indicate treatment facility site and discharge point on map. U.S.G.S. Quad No.: B22 - NE U.S.G.S. Quad Name: Olive Hill, NC Non -Discharge Staff Report Page 1 7. Site size and expansion area consistent with application? Yes: X No: If No, explain: 8. Topography (relationship to flood plain included): According to FEMA Flood Insurance Rate Map # 37145C0075 B, the facility is not within a 500 -year flood zone. 9. Location of nearest dwelling: one half mile 10. Receiving stream or affected surface waters: Hyco Lake a. Classification: WS - V&B b. River Basin and Subbasin No.: 03 02 05 Describe receiving stream features and pertinent downstream uses: Hyco Lake discharges into Hyco River. Hyco River flows into Buggs Lake in Virginia (Kerr Scott Lake in NC). Both lakes serve as the main water supply for various cities and towns in NC and VA. PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS 1. a. Volume of Wastewater to be permitted: There are two Discharge Points: OUTFALL 003 (Heated Water Discharge Canal System), and OUTFALL 006 (Coal Pile Runoff Treatment System). For Outfall 003 no flow is permitted however, the average flow from Outfall 003 is 1081 MGD. For Outfall 006 no flow is permitted, however the average flow is 0.4 MGD. Outfall 003 contains flows from several waste streams, including once -through cooling water, stormwater runoff, and the effluent from the ash pond (Outfall number 002), which in turn receives and treats combined flows from the ash transport system, low volume wastes, the domestic wastewater system (Outfall 008), the dry fly ash handling system, cooling tower blowdown (Outfall number 005), storm water runoff, and drainage from the ash landfill. Outfall 008 is the only flow permitted at 0.015 MGD. b. What is the current permitted capacity of the Waste Treatment facility? For Outfall 008: 0.015 MGD c. Actual treatment capacity of the current facility (current design capacity)? For Outfall 008: 0.015 MGD d. Date(s) and construction activities allowed by previous Authorization to Construct issued in the previous two years: N/A e. Please provide a description of existing or substantially constructed wastewater treatment facilities: The wastewater treatment system (Outfall 008) consists of: a screen, comminutor, surge tank, aeration tank, clarifier, chlorine contact chamber, and a sludge holding tank. Non -Discharge Staff Report Page 2 f Please provide a description of proposed wastewater treatment facilities: N/A g. Possible toxic impacts to surface waters- asbestos, strontium, uranium, vanadium, zirconium, antimony, arsenic, beryllium, chromium, copper, lead, nickel, selenium, silver, thallium, and zinc. h. Pretreatment Program (POTWs only): N/A in development: approved: should be required: not needed: 2. Residuals handling and utilization/disposal scheme: a. If residuals are being land applied, please specify DEM permit no.: N/A Residual Contractor: Telephone No.: b Residuals stabilization: N/A PSRP: PFRP: Other c. Landfill: N/A d. Other disposal/utilization scheme (Specify): Solomon Sanitary hauls the sludge from the wastewater treatment plant and disposes of it at the City of Roxboro Wastewater Treatment Plant. 3. Treatment plant classification (attach completed rating sheet)_:Grade I Physical / Chemical 4. SIC Code(s): 4911 Wastewater Code(s) of actual wastewater, not particular facilities i.e., non -contact cooling water discharge from a metal plating company would be 14, not 56. Primary._0f,- 14, 15, 16, 17, 60, 68, 69, 70, 73 Main Treatment Unit Code. 03 0 _ 7 PART III - OTHER PERTINENT INFORMATION 1. Is this facility being constructed with Construction Grant Funds or are any public monies involved. (municipals only)? N/A 2. Special monitoring or limitations (including toxicity) requests: None 3. Important SOC, JOC or Compliance Schedule dates: (Please indicate) N/A Non -Discharge Staff Report Page 3 Date Submission of Plans and Specifications Begin Construction Complete Construction 4. Alternative Analysis Evaluation: Has the facility evaluated all of the non -discharge options available? Yes Please provide regional perspective for each option evaluated. Spray Irrigation N/A Connection to Regional Sewer System: N/A Subsurface• N/A Other disposal options. None 5. Other Special Items: None PART IV - EVALUATION AND RECOMMENDATIONS Mitch Hayes of the Division of Water Office conducted a site visit at CP&L Roxboro Steam Plant on February 06, 2002 and reviewed the renewal application. There are five permitted discharge outfalls under the current permit. Outfall 002 is the ash settling pond, 003 is the heated water discharge canal, 005 is the cooling tower water blowdown, 006 is the coal pile run off discharge, and 008 is the wastewater treatment plant discharge. Outfalls 003 and 006 discharge directly into Hyco Lake. Outfall 008 is the only permitted flow at 0.015 MGD. Effluent from Outfall 003 and 004 were clear and free of solids. Effluent from Outfall 005 contained some solids. Effluent from Outfall 006 was brownish but clear. Effluent from Outfall 008 could not be seen since it is mixed in another pipe with effluent from Outfall 005. The biological monitoring study plan for 2002 was approved 12/07/2001. This discontinues sampling for total solids and total suspended solids, and will discontinue sampling for luminum, cadmium, and mercury. Fish consumption advisory was removed which allows sampling for bluegill and largemouth bass at Transect 2, and white catfish at Transects 2 and 6 to be dropped. The facility is compliant with permit limitations and monitoring requirements. The Raleigh Regional Office recommends the renewal of the permit NC0003425 in accordance with the Roanoke River Basin Policy. Water Quality Regional Supervisor Non -Discharge Staff Report Page 4 Date