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NCG550216_Staff Report_19921119
•. t >i I- •� '{ ..ram e., •rt I .....--.... W O CR,ococy, , rN °IV-13 RECEIVED cc: Technical Support Branch NOV 1 9 1-- Permits and Engineering Rockingham Co. Health Dept. TECHNICAL SUPPORT BRANCH Water Quality-Central Files WSRO !. t ATE: November 6, 1992 r NPDES STAFF REPORT AND RECOMMENDATIONS Rockingham County NPDES No. )3CG ssozkc.o PART I - GENERAL INFORMATION 1. Facility and Address: Eugene Todd (& Carol A. Jones-Bucelli) Bucelli 556 Beaver Lodge Circle Reidsville, N.C. 27320 2. Date of Investigation: Previously visited during adjacent site renewal during May or June 1992. (Met with owner to discuss name change, permit renewal and operations of filter system.) 3. Report Prepared By: Ron Linville 4. Persons Contacted and Telephone Number: Mr. Todd Bucelli (919) 342-2491 (Home & Owner) 841-8888 x 138 (Work) 5. Directions to Site: Take NC 87S from Reidsville Lt. on Hwy 150E. Lt. approximately 1 mile at second dirt road (Beaver Lodge Circle). Go about 1 mile and follow left fork. House is 100 yards on left. 6. Discharge Point- Latitude: 36° 18' 04" Longitude: 79° 34' 48" Attach a USGS Map Extract and indicate treatment plant site and discharge point on map. USGS Quad No.: B20SE and USGS Quad Name: Williamsburg 7. Size (land available of expansion and upgrading): Limited but adequate. Y t 8. Topography (relationship to flood plain included): Not in flood plain. 9. Location of nearest dwelling: None known within 500'. 10. Receiving stream or affected surface waters: UT Hogans Creek (Beaver Lodge Lake) a. Classification: C b. River Basin and Subbasin No.: ROA 03-02-03 c. Describe receiving stream features and pertinent downstream uses: Rural community with many fields and woodlands. PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS 1. Type of wastewater: 100 % Domestic Industrial a. Volume of Wastewater: 0.0003 MGD b. Types and quantities of industrial wastewater: c. Prevalent toxic constituents in wastewater: Residual chlorine possible. d. Pretreatment Program (POTWs only) in development approved should be required not needed 2. Production rates (industrial discharges only) in pounds a. highest month in the last 12 months: b. highest year in the last 5 years: 3. Description of industrial process (for industries only) and applicable CFR Part and Subpart: 4. Type of treatment (specify whether proposed or existing): Existing: 1000 gal. ST, 261 sq. ft. subsurface sandfilter, tablet chlorinator, discharge pipe. 5. Sludge handling and disposal scheme: Pumped and hauled as needed by a licensed septage hauler. 6. Treatment Plant Classification: SFR 7. SIC Code(s) 4952 Wastewater Code(s) Primary 04 , Secondary MTU Code 440 7 PART III - OTHER PERTINENT INFORMATION 1. Is this facility being constructed with Construction Grants Funds (municipals only)? 2. Special monitoring requests: 3. Additional effluent limits requests: 4. Other: The owner appears to be very conscientious in his desire to learn and "to do the right thing" with this system. The economic alternatives analysis should be required six months prior to the permit expiration as per the memo of June 23, 1992 which references the UPDATED PROCEDURE FOR THE DISCHARGERS INTO STREAMS WITH 7Q10/30Q2=0. PART IV - EVALUATION AND RECOMMENDATIONS WSRO recommends the permit be renewed. There are no apparent options at this location for an economically feasible alternative other than to discharge into the lake. \ / ...,7, -1-- --'-- Signature of Report Preparer C Water Quality Su ervisor //�/ 7_ fv Date A. ( ). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS FINAL Permit No. NC0055654 During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to disc large from outfall(s) serial number 001. Such discharges shall be limited and monitored by the permit:ee as specified below: • Effluent Characteristics Discharge Limitations Monitoring Reaulren_enta Units (speclfyl )giutement SartpJl 'Sample Monthly Avg. Weekly Avg. frequency Zy.231 Location Flow 300 GPD BOD, 5 day, 20°C 30.0 mg/I 45.0 mg/I Total Suspended Residue 30.0 mg/I 45.0 mg/I NH3 as N Fecal Coliform (geometric mean) 200.0 /100 ml 400.0 /100 ml Total Residual Chlorine Temperature The chlorinator shall be inspected weekly to ensure there is an ample supply of chlorine tablets for continuous disinfection of the effluent. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units. There shall be no discharge of floating solids or visible foam in other than trace amounts. „.,,,,,-. it ...., / f= ',. se . • ,,,,, ' L----. 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