Loading...
HomeMy WebLinkAboutNCG500006_Staff Report_19900208NPDES DOCUMENT 5CANNIN` COVER SHEET NPDES Permit: NCG500006 Marble Plant Document Type: Permit Issuance Wasteload Allocation Authorization to Construct (AtC) Permit Modification Complete File - Historical Engineering Alternatives (EAA) Staff Report ,/; Instream Assessment (67b) Speculative Limits Environmental Assessment (EA) Permit History Document Date: February 8, 1990 This document is printed on reuse paper - ignore any content on the re'rersce side Date:.0February 19, 1990 NPDES STAFF REPORT AND RECOMMENDATIbNS County: Cherokee NPDES Permit No.NCO0.Q116, FEB261990 PART I - GENERAL INFORMATION TECH;.; . x 1. Facility and Address: American Thread Company P. O. Box 269 Marble, N. C. 28905 2. Date of Investigation: February 8, 1990 3. Report Prepared By: W. E. Anderson1016‘,. 4. Persons Contacted and Telephone Number: Jerry Sisk 704-668-7609 ir 6 i 5. Directions to Site: American Thread is located at the intersection of US Hwy 19 and NCSR 1377 in Marble. 6. Discharge Point - Latitude: 35°11'06" Longitude: 83°55'18" Attached a USGS Map Extract and indicate treatment plant site and discharge point on map. USGS Quad No.150•-NW (G3NW) or USGS Quad Name Marble 7. Size (land available for expansion and upgrading): N/A 8. Topography (relationship to flood plain included): Relatively flat, above flood plain. 9. Location of nearest dwelling: Greater than 500 feet 10. Receiving stream or affected surface waters: Hyatt Creek a. Classifications: "C" b. River Basin and Subbasin No.: Hiwassee 040502 c. Describe receiving stream features and pertinent downstream uses: Hyatt Creek flows into the Valley River upstream of the Town of Murphy. PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS 1. Type of wastewater: % Domestic _100%Industrial a. Volume of Wastewater: 0.006,300 MGD b. Types and quantities of industrial wastewater: 6300 gallons of cooling tower water - discharged twice/year c. Prevalent toxic constituents in wastewater: Sodium Hypochlorite, Sodium Hydroxide 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: cooling tower water 4. Type of treatment (specify whether proposed or existing): None required. 5. Sludge handling and disposal scheme: N/A 6. Treatment plant classification: None 7. SIC Code(s) Wastewater Code(s) 14 PART III - OTHER PERTINENT INFORMATION 1. Is this facility being constructed with Construction Grants Funds (municipals only)? N/A 2. Special monitoring requests: None 3. Additional effluent limits requests: None 4. Other: PART IV - EVALUATION AND RECOMMENDATIONS This discharge consists of cooling tower water which is changed twice each year. The only additives are Sodium Hypochlorite and Sodium Hydroxide. The permit should be renewed with Chlorine and pH limits as appropriate. The measurement frequency should be "prior to discharge". The discharge flows through a drainage ditch approximateyone quarter mile before entering Hyatt Creek which is Class "C". If you have any questions, please let me know. ignature of Report Preparer ater Qualit Regional Supervisor .fj ,,.-� `'•?Opp aV Kq ., i 14.-- a '':,N 4%.—, .emu, .___�\s�`./\c /'. .7' , ..3 ?` t` PI._Locust •Go c,,, `t • :'ems/ -,� a % i / •flJ t68 �" 25:d3 !y >:?2t7 \��� y_ ,\•- -mil ~;,-- \.f f. 7-1«\. j 3 * ------7-3\ :-:\.\77 1::::—%':'3.-----.71:2.5,.._ ...., ` �7� �iigi�at4�cc Creek . ('lr _ .--- _.,-' . `• t,`r- - — - �j� c. • . reb,;,•/•/r, \� • • 3899 t, 3B9$ z CW h Z ti— 3897 3896 10' 3895 3894