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HomeMy WebLinkAboutNCG550085_Staff Report_19910809 l4 I S. • CEt-4.P.-3G Gc A Pe-n41.A r w— G1 lei 3 cc: Technical Support Branch "/ Permits and Engineering County Health Dept. Central Files WSRO Date August 9, 1991 NPDES STAFF REPORT AND RECOMMENDATIONS County Forsyth NPDES Permit No. NC0040657 Qc 55oO 85 PART I - GENERAL INFORMATION NEO 1 . Facility and Address : AUG 1 51991 Mr. L. W. Conklin 1136 Pine Knoll Road Kernersville, N.C> 27289 swl ORT BRANCH 2 . Date of Investigation: August 7 , 1991 3. Report Prepared by: James C. Watson, Environmental Engineer 4 . Persons Contacted and Telephone Number: L. W. Conklin ( 919 ) 993-4738 5 . Directions to Site: From Winston-Salem take US Highway 158 right and east to NCSR 2972 (Goodwill Church Road) . Turn ri g proceed 0 . 8 miles to NCSR 1969 (Piney Grove Rd. ) . Turn right and proceed 1 . 1 miles to the entrance of Pine Knolls Development (Pine Knoll Rd) . Turn right and proceed to Lot 92 . 6 . Discharge Point - Latitude: 36° 10 ' 59" Longitude: 80° 04 ' 19" Attach a USGS Map Extract and indicated treatment plant site and discharge point on map. USGS Quad No. C-18NE or USGS Quad Name Belews Creek 7 . Size ( land available for expansion and upgrading) : The size of the lot is 28,000 sq. feet. 8. Topography (relationship to flood plain included) : Slopes are uniform and to the south at 2-6% . 9 . Location of nearest dwelling: There are dwellings on both sides of the residence. The nearest is approximately 500 feet east of the discharge point. 10. Receiving stream or affected surface waters : U . T , Belews Creek a. Classification: "C" b. River Basin and Subbasin No. : Roanoke (030201 ) c. Describe receiving stream features and pertinent downstream uses : This area can best be described as rural residential . There are several other private dischargers within the area. PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS 1 . Type of wastewater: 100% Domestic % Industrial a. Volume of Wastewater: 450 GPD b. Types and quantities of industrial wastewater: N/A c. Prevalent toxic constituents in wastewater: N/A d. Pretreatment Program (POTWs only) : N/A in development approved should be required not needed 2 . Production rates (industrial discharges only) in pounds : N/A a. highest month in the last 12 months b. highest year in last 5 years 3. Description of industrial process ( for industries only) and applicable CFR Part and Subpart: N/A 4 . Type of treatment (specify whether proposed or existing) : Existing 900 gallon septic tank and 392 square foot subsurface sand filter with 500 ft , 4" diameter outfall line. 5 . Sludge handling and disposal scheme: Sludge is pumped by a licensed septic tank contractor and taken to the nearest WWTP for disposal . 6 . Treatment plant classification: N/A 7 . SIC Code(s) 4952 Wastewater Code(s) 04 PART III - OTHER PERTINENT INFORMATION 1 . Is this facility being constructed with Construction Grants Funds (municipals only) ? N/A 2 . Special monitoring requests : N/A 3 . Additional effluent limits requests : N/A 4 . Other: N/A PART IV - EVALUATION AND RECOMMENDATIONS The system appeared to be operating well . The WSRO recommends the permit be reissued. ligtv ifjC7-1-/ Si;' ature of report preparer Water Quality Supervisor t A. ( ). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS (FINAL) C. A. Bailey and Sons, Inc. During the period beginning effective date of permit and lasting until expiration the permittee is authorized to discharge from outfall (s) serial number(s) 001. Such domestic waste discharges shall be limited and monitored by the permittee as specified below: rluent Characteristics Discharge Limitations Monitoring Requirements Kq/day (lbs/day) Other Units (Specify) Measurement Sample Sample Monthly Avg. Weekl Avg. Monthly Avg. Weekly Avg. Frequency Type Location Flow(MGD) 0.00045 0.000675 30D5 30 mg/1 45 mg/1 Total Suspended Solids 30 mg/1 45 mg/1 Fecal Coliform * * *In the event that violations of the fecal coliform requirements of the North Carolina Water Quality Standards occur in the receiving stream as a result of this discharge, disinfection will be immediately required and this permit amended to establish a fecal coliform effluent limit. z 71 v fD of w The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and cD shall be monitored (not applicable) e* 1-4 There shall be no discharge of floating solids or visible foam in other than trace amounts. • o -h • .. ,\--, v -;/. ,\ \\ .,.. ,„..,.• ,... _ ,...,,,,- ,,,,, , ,___ ,,, --,..._:\‘......_L .___ "." --_-_,;„:„........„,...5,,, ..,--=• ')' 2 / :\I (..P __-_,--- \"4.\ . ,- r:.\ --2/:2---• p;_j ,L \.J \\ ,f V'_7:ci\i'..I. ...,:* ) '-X)L; --,21%---- \Al<:',-- ,z, ) : - r •- /2- / • • •.......A1 .al• I - %006 • 4.1-..."_•,., --- ,_// Alib"Ak°‘14 i--•.:.!4A.41:1.04..„..!)..‘„.......). 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