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HomeMy WebLinkAboutNC0029297_Staff Comments_19950418ct Cirg t,X.'._ -f-tri-e. -----ra 4 St /44444-4- AL.r...44).-e, L , 1L il iJ " 0, 6,3 a /(1W , Ul G4i,ell- A -e-ottkit fi- Schve 1,4:4 ce,,,..e- -11 [ •t4-- 1/4/P3 GA i 4-49 = 3-6 /WV 3 ., - /3 (,ii) f 4. tit „vit A_ A,,,..„-s-r•t-,,, 114 "o ei , ,./6 --"—' it ,-,,,,,, SOC PRIORITY PROJECT: Yes No X If Yes, SOC No. To: Permits and Engineering Unit Water Quality Section Attention: Jay B. LuCas Date: January 11, 1994 \`)5 fit NPDES STAFF REPORT AND RECOMMENDATION," County: Catawba Permit No. NC0029297 PART I - GENERAL INFORMATION 1. Facility and Address: Fred T. Foard High School Catawba County Schools 10 East 25th Street Newton, North Carolina 28658 2. Date of Investigation: 01-10-95 3. Report Prepared By: G. T. Chen 4. Persons Contacted and Telephone Number: Mr. David McCorkle, ORC, (704) 464-8333 5. Directions to Site: From the intersection of NC Highway 10 and SR 2036 (Plateau Road) in southwest Catawba County, travel south on SR 2036 approximately 0.60 mile. Fred T. Foard High School is located on the right (west) side of the road. 6. Discharge Point(s). List for all discharge points: Latitude: 35° 36' 36" Longitude: 81° 22' 25" Attach a U.S.G.S. map extract and indicate treatment facility site and discharge point on map. USGS Quad No.: E 13 SE USGS Name: Reepsville, NC 7. Site size and expansion are consistent with application? Yes X No If No, explain: 8. Topography (relationship to flood plain included): Flat to moderate slopes; the facility is not in a flood plain. 9. Location of nearest dwelling: None within 500 feet. 10. Receiving stream or affected surface waters: Pott Creek a. b. c. PART II 1. a. b. c. d. Classification: WS-IV River Basin and Subbasin No.: Catawba and 03-08-35 Describe receiving stream features and pertinent downstream uses: The receiving stream is approximately 8 to 10 feet wide with a rocky/sandy bottom. Downstream users are unknown. - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS Volume of wastewater to be permitted: 0.020 MGD (Ultimate Design Capacity) What is the current permitted capacity of the wastewater treatment facility? 0.020 MGD Actual treatment capacity of the current facility (current design capacity)? 0.020 MGD Date(s) and construction activities allowed by previous Authorizations to Construct issued in the previous two years: None. e. Please provide a description of existing or substantially constructed wastewater treatment facilities: The existing facility consists of a grease trap for cafeteria waste, a 20,500 gallon septic tank, 14,000 gallon dosing/ recirculation tank with high water alarm, dual gravel covered surface sand filters with elevated PVC manifolds, chlorine contact tank with a tablet type chlorinator, and cascade post aeration. f. Please provide a description of proposed wastewater treatment facilities: N/A. g• Possible toxic impacts to surface waters: None. 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 Permit No.: Residuals Contractor: Telephone No.: NPDES Permit Staff Report Version 10/92 land applied, please specify DEM Page 2 b. Residuals stabilization: PSRP: RFRP: Other: c. Landfill: d. Other disposal/utilization scheme (specify): Sludge is removed and transported by Sanitary Septic Tank, Inc. to a City of Hickory WWTP for disposal. 3. Treatment plant classification (attach completed rating sheet): Class I, see attached rating sheet 4. SIC Code(s): 8211 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: 03 Secondary: Main Treatment Unit Code: 45007 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. 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. Please provide regional perspective for each option evaluated. N/A. Spray Irrigation: Connection to Regional Sewer System: NPDES Permit Staff Report Version 10/92 Page 3 r •. Subsurface: Other Disposal Options: 5. Air Quality and/or Groundwater concerns or hazardous materials utilized at this facility that may impact water quality, air quality or groundwater? There are no known air quality, groundwater, or hazardous materials concerns. 6. Other Special Items: None. PART IV - EVALUATION AND RECOMMENDATIONS It is recommended that the subject permit be renewed as requested by the applicant. Signs ure f Report . Preparer Water Quality Re Date onal Supervisor NPDES Permit Staff Report Version 10/92 Page 4.