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HomeMy WebLinkAboutNC0073181_Staff Report_19960213SOC PRIORITY PROJECT: No To: Permits and Engineering Unit Water Quality Section Attention: Paul Clark (Review Engineer) Date: February 13, 1996 NPDES STAFF REPORT AND RECOMMENDATION County: New Hanover Permit No. NC0073181 PART I - GENERAL INFORMATION 1. Facility and Address: EXXON Chemical Company South Wilmington Terminal Post Office Box 1350 3340 River Road Wilmington, N.C. 28403 Corporate Environmental Affairs Office: Paktank Corporation 2000 W. Loop South Suite 2200 Houston, Texas 77027 ATTN: Jim DuBose 2. Date of Investigation: January 25, 1996 3. Report Prepared by: Jim Bushardt 4. Person Contacted and Telephone Number: Alfred Smeilus, Paul Marlow (910) 763-0104 5. Directions to Site: The facility is located in Wilmington at 3340 River Road. 6. Discharge Point: Latitude: 34010/43/, Longitude: 78057/16/1 U.S.G.S. Quad No: K27NW USGS Quad Name: Wilmington, N.C. 7. Site size and expansion area consistent with application ? Application does not refer to site size or expansion area. 8. Topography: The site slopes downward approximately 30 feet toward the river and the oil/water separators are considered to be located out of the 100 year flood plain. 9. Location of nearest dwelling: The closest dwelling is located approximately 1/2 mile southeast of the facility. 10. Receiving stream or affected surface waters: Cape Fear River a. Classification: Class "SC" waters b. River Basin and Subbasin No.: 03 06 17 C. Describe receiving stream features and pertinent downstream uses: Commercial shipping, boating, fishing, and hunting. PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS 1. Pertinent Information a. Volume of wastewater to be permitted: Variable, depending on precipitation events. b. what is the current permitted capacity of the wastewater treatment facility? No flow limit specified. C. Actual treatment capacity of the current facility (current design capacity)? Unknown d. Dates and construction activities allowed by previous Authorizations to Construct issued in the previous two years: No A to C's have been requested within the past two years. e. Please provide a description of existing or substantially constructed wastewater treatment facilities: Gravity oil/water separators to 2.5 acre unlined lagoon to discharge weir and valved effluent conduit (for staged release). f. Please provide a description of proposed wastewater treatment facilities: Not applicable g. Possible toxic impacts to surface waters: Dissolved petroleum constituents. h. Pretreatment Program: Not a POTW 2. Residuals handling and utilization/disposal scheme: There is no sludge produced on the site. The floatable pmd3ct is stored within an interface tank and is periodically sold. 3. Treatment plant classification: Class 1 facility 4. SIC Code: 5171 Wastewater Code: Primary: 39 Secondary: 16, 66 Main Treatment Unit Code: 53500 PART III - OTHER PERTINENT INFORMATION 1. Is this facility being constructed with Construction Grant Funds or are any public monies involved? Not applicable 2. Special monitoring or limitations requests: None 3. Important SOC, JOC or Compliance Schedule dates: None 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: Sandy soils are prevalent in the area. Sufficient area is probably available. The site has several petroleum contaminated groundwater plumes which could cause problems in the monitoring activity. Connection to Regional Sewer System: The POTW will not take treated waste into the collection system unless the discharge is within an environmentally sensitive area. This portion of the river exhibits a large flow volume, contains many discharge points, is classified as I'SC" waters and is not considered to be environmentally sensitive. Subsurface: This option may not be feasible, due to interference with contaminated groundwater plumes which exist. 5. Other Special Items: None PART IV - EVALUATION AND RECOMMMATIONS This report is being prepared due to a permit renewal request. The EXXON South Wilmington Terminal receives hydrocarbon solvents from tanker ships. The products are stored in metal tanks of various design and dispensed to tanker trucks. The products in the current inventory are mainly light clear liquids and include toluene, aromatic-100, varsol-1, exxsol D-80 (an aliphatic hydrocarbon) , exxsol D-40 (an aliphatic hydrocarbon) , aromatic-100, xylene, 2429 naphtha, paraxylene and isopar-M. The waste streams at this site include stormwater flows from containment areas (estimated at 20.7 cfs peak flow), and tank condensate drainage. Due to the current inventory of products and type of tanks used, tank condensate drainage is not currently performed. Terminal supply lines are flushed with water prior to product changes and wastewater is removed to the interface tank for future disposal. The 2.5 acre pond does not discharge through the effluent piping on a routine basis. There is very little effluent water quality history available for this facility (low BTEX concentrations and passed toxicity test in 1991) due to this reason. The pond is located along the river and is separated by an earthened dike. The writer assumes that the pond water level is effected by the river and that subsurface flow allows percolation of water through the dike and into the river during low tide events or during periods of high pond levels. The river displays a high flow volume and velocity adjacent to the pond. Ambient water quality samples of the river at this point would probably indicated normal water quality due to the dilution and mixing action. The pond has three groundwater monitoring wells located on the dike along the pond perimeter. Research into available groundwater files to determine the quality of groundwater in the monitoring wells showed that groundwater standards were not being violated. This data is somewhat limited and was taken from a 1991 report. The pond displayed patchy light sheens on the surface during the site inspection. There was a continuous flow of apparent infiltrated groundwater entering the pond via gravity wastewater piping which the writer thinks contributed to the sheens. The pond should allow volatilization of separated residuals. Groundwater remediation activities are being performed on the site (0.144 MGD) per Nondischarge Permit No. WQ0008129. There are two boilers located at the facility. The boiler treatment chemicals used at this site include Ancotreat 1300, 2000, 1240, and 1000. Ancotreat 1300 is an aqueous solution comprised of organophosphate and synthetic polymers. Ancotreat 2000 is an aqueous solution comprised of morpholine. Ancotreat 1240 is an aqueous solution comprised of sodium polyphosphate and synthetic polymers. Ancotreat is a powder comprised of catalyzed sodium sulfite. The monitoring requirements appear to be reasonable. However, if the hydrocarbon solvents at this site can be monitored in a more simplistic and effective manner, the Region would recommend that action. It is recommended that NPDES Permit No. N00073181 be prepared and placed at public notice. If no significant adverse public comment is received, it is recommended that NPDES permit NC0073181 be reissued to the EXXON Chemical Company -South Wilmington Terminal in accordance with the basinwide permitting strategy. nature of report preparer Date er Quality Regional Supervisor Date JB:EXXON.296 cc: Wilmington Office Files Central Files Technical Support Branch `^ LL ' - f •v 1 _ /- :� ! � .�K.,.._ �r - �+ _� '! �r1iiAD+a:^ ,r;---.•r�., .=i i. knz gym , , , y •1 Y ���, 10 �, R11i C /(c)' i N ��,1 1 „� • \ '•?I: 1 . 4 �.! two... � � 1� � �' t \ lii t. � Y '•t•, . ..`".,..:1,` :ia'%17:r>.': y �� ' , f J -. ' a t'�. 1 . ^�; P� ufT ✓1. �.w • t '+�3 1` .ate � 1. ' • •- ::. •� - � ���,��CT,:•-, ���` ! 'ir; . •' . r� � i �C• G'C� •^^. 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LIGHTIle -"i�',+ ��.� �\. �• ]c .� ON �•`�, + Y �rNi.. t:s• ,� r, t 1 : LIGHT _1�._�('�-`ram-• i�b•� _' J i v ': t \! LIGHT RATING SCALE FOR CLASSIFICATION OF WATER POLLUTION CONTROL SYSTEMS Name of Facility: Owner or Contact Person: Mailing Address: County: _ �G� Present Classification: New Facility Existing Facility NPDES Per. No. NC Nondisc. Per. No.WQ Health Dept.Per No. Rated by: Telephone: _ 3!e --,7900 Date: Reviewed by: Health Dept. Telephone: Regional Office Telephone: Central Office Telephone: ORC: Grade: Telephone: Check Classification(s): Subsurf Spray Irrigation Land Application Wastewater Classification: (Circle One) II III IV Total Points: SUBSURFACE CLASSIFICATION (check all units that apply) 1 ` septic tanks 2. pump tanks 3. siphon or pump -dosing systems 4,_sand fitters 5. grease trap/interceptor 6. oil/water separators 7,_gravity subsurface treatment and disposal: 8. pressure subsurface treatment and disposal: SPRAY IRRIGATION CLASSIFICATION (check all units that apply) 1. preliminary treatment (definition no. 32 ) 2. lagoons 3,__septic tanks 4. pump tanks 5. pumps 6,-sand filters 7,_grease trap/interceptor 8. oil/water separators 9,-dislnfection 10. chemical addition for nutrient/algae control 11. spray irrigation of wastewater In addition to the above classifications, pretreatment of wastewater In excess of these components shall be rated using the point rating system- and will require an operator with an appropriate dual certification. LAND APPLICATION/RESIDUALS CLASSIFICATION (Applies only to permit holder) 1. Land application of biosolids, residuals or contaminated soils on a designated site. WASTEWATER TREATMENT FACILITY CLASSIFICATION The following systems shall be assigned a Class I dassif!cation. Lplagg the flow Is of a significant quantity or the technologes, unusually complex require consideration by the Commission on a case -by -case basis: (Check If Appropriate �owS q�i'e WrPnig. 1. Oil/water Separator Systems consisting only of physical separation, pumps and disposal; -�-� t7Qs �!"!h 1`+t' lake 2. Septic Tank/Sand Filter Systems consisting only of septic tanks, dosing apparatus, pumps,sand filters, disinfection and direct discharge; 3._._Lagoon Systems consisting only of preliminary treatment, lagoons, pumps, disinfection, necessary chemical treatment for algae or nutrient control, and direct discharge; 4t_Ciosed-loop Recycle Systems; 5,_Groundwater Remediation Systems consisting only of oilfwater separators, pumps, air -stripping, carbon adsorption, disinfection and disposal; 6,__Aquaculture operations with discharge to surface waters; 7L_Water Plant sludge handling and back -wash water treatment; 8,_Seafood processing consisting of screening and disposal. 9. Single-family discharging systems, with the exception of Aerobic Treatment Units, will be classified If permitted after July 1, 1993 or It upon Inspection by the Division, it is found that the system is not being adequately operated or maintained. Such systems will be notified of the classification or reclassification by the Commission, In writing.