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HomeMy WebLinkAboutNC0037176_wasteload allocation_199503081 �qkw *j ' , . r �7 'I I eel /TJ /-�/ I e, P ey? IL- j A) h1fike /,7 co, rAa- P 07007 Char f -24 (10�77) A�e A)l -Aec", l /oc) o 6 - �i -st"d '60�r Zyn �AA!Y �30/'�o -0 o � �: -fix � � c��.�c.� Z4 &tx�Ljgf- ���nea�u. �� -mil „io-Z�- �r�/s� � � _ �1i..c Lae - Ad - ?"Ook-� -�: PART I 1. 2. 3. 4. SOC PRIORITY PROJECT: No IF YES, SOC NUMBER TO: PERMITS AND ENGINEERING UNIT WATER QUALITY SECTION ATTENTION: Charles Alvarez DATE: March 8, 1995 NPDES STAFF REPORT AND RECOMMENDATION COUNTY Henderson PERMIT NUMBER NCO037176 - GENERAL INFORMATION Facility and Address: Bon Worth, Inc. P. O. Box 2890 Hendersonville, NC 28793 Date of Investigation: March 1, 1995 Report Prepared By: Paul White Persons Contacted and Telephone Number: Jimmy Harris 704-697-2216 S. Directions to Site: Site is in the northeast quadrant of the intersection of I-26 and Hwy 64 east of Hendersonville. From the interchange, go east on Hwy 64 for 200 yds. Turn left at the traffic light and follow the frontage road for 0.1 mile to Bon Worth on the right. The wastewater treatment plant is behind the building. The outfall point is behind the plant on Allen's Branch. 6. Discharge Point(s), List for all discharge points: Latitude: 350 20' 40" Longitude: 820 26' 20" Attach a USGS map extract and indicate treatment facility site and discharge point on map. U.S.G.S. Quad No. F9SW U.S.G.S. Quad Name Hendersonville Page 1 7. Site size and expansion area consistent with application? _X Yes No If No, explain: 8. Topography (relationship to flood plain included): Slopes to 200. Not in flood plain. 9. Location of nearest dwelling: >200 feet 10. Receiving stream or affected surface waters: Allen's Branch a. Classification: C b. River Basin and Subbasin No.: French Broad 04-03-02 C. Describe receiving stream features and pertinent downstream uses: Receiving stream drains mostly pasture land but is impacted by new development. Stream is approximately 5 - 10 feet wide at this point and has a rock bottom with sand, gravel, and silt. Downstream uses include aquatic and wildlife propagation. PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS 1. a. Volume of wastewater to be permitted 0.006 MGD (Ultimate Design Capacity) b. What is the current permitted capacity of the Wastewater Treatment facility? 0.006 mgd C. Actual treatment capacity of the current facility (current design capacity 0.006 mgd d. 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: existing facilities consist of an aeration basin with dual blowers, a clarifier, an effluent pump station, a tablet chlorinator, a chlorine contact basin, and discharge to Allen's Branch. f. Please provide a description of proposed wastewater treatment facilities: none g. Possible toxic impacts to surface waters: chlorine, ammonia, cleaning chemicals Page 2 h. Pretreatment Program (POTWs only): none in development approved should be required not needed 2. Residuals handling and utilization/disposal scheme: solids are wasted by pumping from aeration basin and hauling to a POTW. a. If residuals are being land applied, please specify DEM Permit Number Residuals Contractor Telephone Number b. Residuals stabilization: PSRP PFRP OTHER C. Landfill: d. Other disposal/utilization scheme (Specify): 3. Treatment plant classification (attach completed rating sheet): II 4. SIC Codes(s): 4952 Primary 02 Secondary Main Treatment Unit Code: 0607 PART III - OTHER PERTINENT INFORMATION 1. 2. 3. Is this facility being constructed with Construction Grant Funds or are any public monies involved. (municipals only)? n/a Special monitoring or limitations (including toxicity) requests: none Important SOC, JOC, or Compliance Schedule dates: (Please indicate) n/a Date Submission of Plans and Specifications Begin Construction Complete Construction Page 3 4. Alternative Analysis Evaluation: Has the facility evaluated all of the non -discharge options available. Please provide regional perspective for each option evaluated. Spray Irrigation: insufficient area Connection to Regional Sewer System: A sewer line connecting to the City of Hendersonville runs parallel to Allen's Branch. The facility should connect to this sewer line. Subsurface: This may be technically feasible on adjacent land Other disposal options: 5. Other Special Items: none PART IV - EVALUATION AND RECOMMENDATIONS It is recommended that the permit NOT be renewed. I spoke with Jimmy Harris at the Bon Worth facility, and he was in favor of connecting to the City of Hendersonville as soon as possible. The applicant should be notified that adequate justification including an economics analysis will be necessary in order to consider renewal of the permit. P"i R I W L�,- Signature of Report Preparer Water uali y Regional Supervisor r g2s' Date Page 4