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HomeMy WebLinkAboutNCG550145_Wasteload Allocation_19930419 • a cc: Permits and Engineering Technical Support Branch 'APR 11 9.1993 County Health Dept. Central Files WSRO SOC PRIORITY PROJECT: Yes No _X_ If Yes, SOC No. To: Permits and Engineering Unit Water Quality Section Attention: Mack Wiggins Date: April 8, 1993 NPDES STAFF REPORT AND RECOMMENDATION County Forsyth Permit No. NC0047651 PART I - GENERAL INFORMATION 1. Facility and Address: Mr. Changho Lee 4929 Romara Drive Winston-Salem, NC 27103 2 . Date of Investigation: March 30, 1993 3 . Report Prepared by: Cynthia L. Myers 4 . Persons Contacted and Telephone Number: Mr. Changho Lee, 919/765-6741 5. Directions to Site: From WSRO travel Country Club Road to Jonestown Road to Romara Drive. Turn right onto Romara Drive. Travel Romara Drive to the first dirt drive on the right. The residence is the last house on the left. 6. Discharge Points (s) , List for all discharge points: Latitude: 36 03 ' 37" Longitude: 80 21' 17" U. S.G. S. Quad No. C17SE U. S.G. S. Quad Name Winston-Salem West 7. Site size and expansion area consistent with application ? X Yes No If No, explain: 8 . Topography (relationship to flood plain included) : The dwellig and system are located out of the flood plain. 9. Location of nearest dwelling: There are no dwellings within 1000' . • a. Classification: C b. River Basin and Subbasin No. : Yadkin-Pee Dee (030704) c. Describe receiving stream features and pertinent downstream uses: No known downstream uses or features. Part II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS 1. a. Volume of Wastewater to be permitted: 600 GPD (Ultimate Design Capacity) b. What is the current permitted capacity of the Waste Water Treatment facility? 600 GPD c. Actual treatment capacity of the current facility (current design capacity) ? 600 GPD d. Date (s) and construction activities allowed by previous Authorizations to Construct issued in the previous two years. e. Please provide a description of existing or substantially constructed wastewater treatment facilities; Existing 1000 gallon capacity septic tank and a 522 square foot standard subsurface sand filter. (Disinfection is not required due to adequate dilution and Class C designation. ) f. Please provide a description of proposed wastewater treatment facilities. g. Possible toxic impacts to surface waters: h. Pretreatment Program (POTWs only) : 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. Residuals Contractor Telephone No. b. Residuals stabilization: PSRP PFRP Other c. Landfill: NPDES Permit Staff Report Version 10/92 Page 2 • • Residuals Contractor Telephone No. b. Residuals stabilization: PSRP PFRP Other c. Landfill: d. Other disposal/utilization scheme (Specify) : Sludge is pumped from the system by a licensed septic tank contractor and taken to the nearest WWTP for disposal. 3 . Treatment plant classification (attach completed rating sheet) . 4 . SIC Code(s) : 4952 Primary 04 Secondary Main Treatment Unit Code: 4 4 X 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 2 . Special monitoring or limitations (including toxicity) requests: 3 . Important SOC, JOC or Compliance Schedule dates: (Please indicate) 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. Spray Irrigation: Connection to Regional Sewer System: Subsurface: Other disposal options: NPDES Permit Staff Report Version 10/92 Page 3 PART IV - EVALUATION AND RECOMMENDATIONS The system was operating well at the time of the inspection. No odor was detectable and no solids were in the creek. WSRO recommends the permit be reissued. Signs ure of report p�`eparer 1 c) 2/57 4er Quality egional Supervisor 7a/ /Y9_3 Da e NPDES Permit Staff Report Version 10/92 Page 4 C_Al.eJjv -.-?•--(•-• 4.V..1) ,`-""-'--//' s, _ i'' ''' _Cc)\...).6'','--.'';')' ()): ..\\' -',:" - 1k c___ '- ' )--- / ' - \ A .-:::/^s\ . . _72 1 ...=.„---....„-„,, -- •. /2 i- 2 /:\ ,;---,_,-. _, ,,, -.., -, /j. (\\ -\ -, . , )(., ,__:..._, (yjr, .______,;T:::::_.,_,,,..:,„--,. ,...,,.„._,,,,_,_-__,,..,._0•!_ ii„...). •- TO1C. `•\....1.;„_-__•- ...:._ ..--zt,,,,, • \)k-"( )1 • • •i..1 fl \•�- till"! liLS •, - '\ / n// 1� )1 \ ' • •1 ,t ,� �� � ,---.1 i.-m, /),-.J- ,• \\.....___/_--,•=t•• --4.1- \ ) , '-"••/. 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' • j\ \ +� — « LCL• ter--- / ` l/ -" a , 4\a•1 k.i. ,, /'1 ."'1 , 1. •- • '. -• • S - f41. �,1. �..f i ay - • A. (1 ). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS Changho Lee Residence, Forsyth County During the period beginning effective date of this permit and lasting until expiration the permittee is authorized to discharge from outfall (s) serial number(s) 001 Such discharges shall be limited and monitored by the permittee as specified below: Ef77uzht Characteristics Discharge Limitations Monitoring Requirements /dav (lbs/day) Other-Units (Specify) Measurement Sample Sample Monthly Avg. Weekly Avg• Monthly Avg. - weekly Avg. Frequency Type Location M3/Day (MGD) 2.27(0.0006) 3.40(0.0009) N/A N/A N/A 30 mg/1 45 mg/1 N/A N/A N/A J ::05 30 mg/1 45 mg/1 N/A N/A N/A • z -vvv c� cocvw The pH shall not be less than 6.0 standard units nor greater than 8.5 standard units and shall be monitored N/A ; o There shall be no discharge of floating solids or visible foam in other than trace amounts. , • 0, 1Z I