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HomeMy WebLinkAboutNCG550235_Staff Report_20241021 • cc: Permits and Engineering Technical Support Branch County Health Dept. Central Files WSRO Date June 30, 1992 NPDES STAFF REPORT AND RECOMMENDATIONS County Forsyth 1 . _. NPDES Permit No. -N G-G56871 RECEIVED PART I - GENERAL INFORMATION i l l l 0 6 1992 1. Facility and Address: Nathan Ray Thomas Residence TECHNICAL SUPPORT BRANCH 4560 Merriweather Court Winston-Salem, N.C. 27107-6428 s 2 . Date of Investigation: June 30, 1992 3 . Report Prepared by: Cynthia L. Myers, Environmental Technician 4 . Persons Contacted and Telephone Number: Mr. Nathan R. Thomas, 919-784-1633 5. Directions to Site: From WSRO take Hwy 109 South to Merriweather Road. Turn left on Merriweather Road and follow it to Merriweather Court. Turn right on Merriweather Court. The residence is in the cul-de-sac. 6. Discharge Point(s) - List for all discharge points Latitude: 36° 01 ' 52" Longitude: 80° 09 ' 32" Attach a USGS Map Extract and indicated treatment plant site and discharge point on map. USGS Quad No. C-18SW or USGS Quad Name Winston-Salem East 7 . Size (land available for expansion and upgrading) : Approximately .75 acre 8 . Topography (relationship to flood plain included) : The lot is in a midland position that has minor contours, and slopes eastward at approximately 3 . 5%. All storm water drainage is to the east. 9 . Location of nearest dwelling: There are two private dwellings on either side of the facility at approximately 110-150 feet. • 10. Receiving stream or affected surface waters: U.T. to Saw Mill Branch a. Classification: C b. River Basin and Subbasin No. : Yadkin (030704) c. Describe receiving stream features and pertinent downstream uses: This is a low volume spring fed drainage area. There are no known downstream uses. PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS 1. Type of wastewater: 100% Domestic % Industrial a. Volume of Wastewater: 450 GPD MGD (Design Capacity) 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 per day: N/A a. Highest month in the last 12 months: lbs/day b. highest year in last 5 years: lbs/day 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 1000 gallon septic tank with a 391 square foot standard subsurface sandfilter, chlorinator, and step aeration. 5. Sludge handling and disposal scheme: Sludge is pumped by a licensed septic tank contractor and taken to the nearest municipal WWTP for disposal. 6. Treatment plant classification: (attach completed rating N/A SIC Code(s) : 4952 Wastewater Code(s) : Primary 04 Main Treatment Unit Code: 46 0 X 7 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: PART IV - EVALUATION AND RECOMMENDATIONS The system was operating well. No odor was detectable. No solids were in the creek. WSRO recommends the permit be reissued. Signature of report preparer 72-1 Water Quality Regional Supervisor 7 fi 2 Date . .,,,, ,,,i,/, , ..- .-vre -4,,,,,.. _.... ,,,. /A --;) -_-.---_—_--,-r---.\_____-_,7,,- - --): ,, ,,:.:_i_c_ty ,\,,, —a:jib , ..„,..._______.- „\,.,_.... .00 ,... , ..mr.... d , "'"%:_'`.71.•.... .......--...i7,.... ... 'A ph, . 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NH3-N (MG/L) : D. O. (MG/L) : 6 PH (SU) : 6-8.5 FECAL COLIFORM (/100ML) : 1000 TSS (MG/L) : 30 ******************************************************************************* FACILITY IS : PROPOSED ( '4/:XISTING ( ) NEW ( ) LIMITS ARE : REVISION ( ) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED REVIEWED AND RECOMMENDED BY: MODELER : _-_ v 2_ ._DATE :L_4-1Z3- SUPERVISOR►MODELING GROUP _ _ ,ATE REGIONAL SUPERVISOR : _-- -kA41"-54.,-AIDATE : -3D-83 PERMITS MANAGER : DATE