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HomeMy WebLinkAboutNCG550214_Staff Report_19950219 SOC PRIORITY PROJECT: Yes No X If Yes , SOC No . cc: Permits and Engineering Technical Support Branch County Health Dept. Central Files WSRO To: Permits and Engineering Unit Water Quality Section Attention: Mack Wiggins Date Feb. 17, 1993 NPDES STAFF REPORT AND RECOMMENDATION County Randolph Permit No. NC00 5-560-3• PART I - GENERAL INFORMATION 1. Facility and Address: Mr. Coyd Marlin Hoglen Route 7, Box 32-A High Point, NC 27263 2 . Date of Investigation: 2-12-93 3 . Report Prepared by: George Smith 4. Persons Contacted and Telephone Number: Mrs. Hoglen 5. Directions to Site: Hwy 311 south through High Point. Turn right on Fairfield Rd. and go to third light. Turn left on Uwharrie Rd. (SR 1612) . Go right on Circle Dr. and continue past auto salvage yard. House is on the right, just before the sharp curve. 6. Discharge Point(s) , List for all discharge points: Latitude: 35° 54 ' 38" Longitude: 80° 00' 54" Attach a USGS map extract and indicate treatment facility site and discharge point on map. U. S.G. S. Quad No. D18NE U. S.G. S. Quad Name High Point West • e 1-1( jr fl** • 'tom'r ILift 0-4 *06 .) • • 7 . Site size and expansion area consistent with • application ? X Yes No If No, explain: 8. Topography (relationship to flood plain included) : Septic tank and sand filters are behind the house on a sloping area well above the flood plain. 9. Location of nearest dwelling: There are several houses within 800 feet. Residential area. 10. Receiving stream or affected surface waters: Intermittent flowing, unnamed tributary to the Uwharrie river. a. Classification: WS-III b. River Basin and Subbasin No. : Yadkin 03-07-09 c. Describe receiving stream features and pertinent downstream uses: Lake Reese, a water supply for Asheboro is located downstream on the Uwharrie River. PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS 1. a. Volume of Wastewater to be permitted: 150 gpd(Ultimate Design Capacity) b. What is the current permitted capacity of the Waste Water Treatment facility? 150 gpd c. Actual treatment capacity of the current facility (current design capacity) ? 150 gpd 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 800 gallon septic tank with 132 sq. foot primary subsurface sandfilter and 66 sq. foot secondary sandfilter, chlorination unit and contact tank for 1 bedroom single family residence. 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) : in development approved should be required not needed X 2 . _ Residuals handling and utilization/disposal scheme: Pumped by contractor as needed. a. If residuals are being land applied, please specify DEM permit no. Residuals Contractor Telephone No. b. Residuals stabilization: PSRP PFRP_ Other c. Landfill: N/A d. Other disposal/utilization scheme (Specify) : NONE 3 . Treatment plant classification (attach completed rating sheet) : Single Family Residence 4 . SIC Code(s) : 4952 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 04 Secondary Main Treatment Unit Code: 4 4 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) ? NO l monitoringor limitations (includingtoxicity) 2 . Special P requests: NONE 3 . Important SOC, JOC or Compliance Schedule dates: (Please indicate) NONE Date Submission of Plans and Specifications Begin Construction Complete Construction NPDES Permit Staff Report Version 10/92 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: N/A Connection to Regional Sewer System: NOT AVAILABLE Subsurface: N/A Other disposal options: N/A 5. Other Special Items: N/A PART IV - EVALUATION AND RECOMMENDATIONS This is a small system with adequate room for expansion. It is recommended this permit be reissued. 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