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HomeMy WebLinkAboutDEQ-CFW_000597881/0O-Z) 35y3/ 6�A>E,_) DUPONT COMPANY — FAYETTEVILLE WORKS OPERATION AND MAINTENANCE PLAN OPERATIONAL FUNCTIONS Generation and Management of River Water Sediment River water is pumped from the Cape Fear River to the on -site Water Treatment Plant for suspended solids ("sediment") removal, thereby making the water usable as non -potable water for the site's manufacturing areas. Sodium hydroxide and aluminum sulfate are added to the water to enhance the removal of the sediment from the river water. The river water and treatment chemicals mixture is sent to a mixing tank to ensure that the chemicals are well distributed throughout the stream. The river water flows to a clarifier after the mixing tank. Inside the clarifier, solids continue to precipitate out and settle on the bottom of the tank while the clarified water flows out the top of the clarifier to the gravity filters. The impurities in the bottom of the clarifier are sent to a collection system and then to the two (2) on -site sediment basins. The collection system also collects the remaining sediment from the gravity filters. This water treatment process is monitored and maintained by DuPont. Sediment Basins - Sediment Removal Over time the river water sediment will accumulate inside the sediment basins during the normal operation of the river water treatment system. When the basin requires the sediment to be removed due to excessive build up, the sediment will be removed from the basin by a backhoe and placed into a truck to be delivered to the Borrow Area by an outside contractor. The truck will travel north along B Avenue through the gate north of Third Street. Depending on the consistency of the sediment, the truck will continue along B Avenue or drive through the grass parallel to the road. If the sediment contains excessive moisture when placed into the truck, then the truck will need to drive along the grass to mitigate the risk of creating a slick surface along the roadway. The truck will continue along the route to the barrow pit to place the sediment in the designated area. Borrow Area The area for the sediment will be prepared by Tew Grading Co. Inc. and seeded by DuPont to allow for grass to grow prior to removing sediment from the sediment basins. Once grass has formed and the sediment begins to be delivered to the prepared areas, DuPont will spread the sediment along the proposed space to maintain the natural water flow. A sediment trap has been established in the area to ensure that the sediment does not flow to the river with rainfall. Once the last of the sediment is in the barrow pit, DuPont will seed the area with rye grass and will manage the rye grass until it is established. MAINTENANCE SCHEDULES Sediment Basins The Sediment Basin maintenance will consist of following a weekly maintenance procedures for the equipment used to remove the sediment. Routine inspection �� will be required for any DEQ-CFW 00059788 equipment brought by the contractor and will be performed by DuPont. The contractor is responsible for maintaining their equipment and vehicles in good operating condition. Borrow Area The Borrow Area will follow the same maintenance as the Sediment Basin because most of the equipment will be vehicles from the selected contractor. Other maintenance requirements will be monthly visual monitoring of the sediment trap to determine if the sediment trap is in need of repair due to excessive sediment collection from stormwater runoff. Also, if supplemental watering is needed for the rye grass, the truck and hose(s) will be visually inspected and any needed repairs will be made, prior to their use. SAFETY MEASURES The Fayetteville Works Site Engineering Site Conditions Procedure (CAP 09) contains the general guidelines for safety and site conditions for anyone who is allowed to work on site. DuPont has multiple standards that go into greater detail for the work that will be performed. See attached document. SPILL RESPONSE Potential spills associated with the project to transfer the accumulated river water sediment from the Sediment Basin to the Borrow Areas will be exclusively releases of oil (gasoline, diesel or hydraulic fluid) from the mobile equipment (backhoe, dump truck, grader, etc.) that will be used for this work. In the event of a release of oil, the source of the release will be immediately shutdown to minimize any further releases and the site's Emergency Response Team will be summoned. Oil absorbent pads, booms, and other materials will be applied to remove any free oil remaining on the surface. Oil contaminated soil will be removed and containerized for ultimate off -site disposal. The small containers of contaminated soil will be transported to the site's permitted RCRA Container Storage Area in the Nafion® area and stored there until off -site disposal is arranged. Roll -off containers of contaminated soil will be covered with a tarp to prevent stormwater accumulation and will be staged at or near the area of the spill until off -site disposal is arranged. Any small incidental releases of the sediment (a Class A residual) from a dump truck during the sediment's transportation from the Sediment Basin to the Borrow Area will be considered to be a de minimus quantity and as such will be left in place. INSPECTION PLAN Prior to each bulk residuals land application event, either DuPont or DuPont's contractor will inspect the residuals storage, transport, and application facilities to prevent malfunctions, facility deterioration and operator errors resulting in discharges, which may cause the release of wastes to the environment, a threat to human health or a public nuisance. During the period when the sediment is being deposited in the Borrow Area, DuPont will maintain an inspection log that includes the date and time of inspection, observations made, and any maintenance, repairs, or corrective actions taken. DuPont will maintain this inspection log for a period of five years from the date of inspection, and this log shall be made available to the Division upon request. DEQ-CFW 00059789 Additional Inspection Information • Names and titles of personnel responsible for conducting the inspections: Steven Davis — Shamrock Environmental — Operator in Responsible Charge Timothy Carroll — DuPont Fayetteville Works — Contract Administrator Mark Vano — KBR Engineering — Project Engineer • Frequency and location of inspections, including those to be conducted by the ORC, and procedures to assure that the selected location(s) and inspection frequency are representative of the residuals management program: 1. Biweekly inspection of the Borrow Area's residuals distribution location: The Operator in Responsible Charge or DuPont Power Area personnel verifies the sediment is being / has been placed in the area designated for the placement of said material. 2. Biweekly inspection of the Borrow Area's sediment trap: The Operator in Responsible Charge or DuPont Power Area personnel visually inspects the sediment trap for signs of excessive sediment accumulation. 3. Weekly inspection of the condition of heavy equipment used at the Sediment Basin and the Borrow Area during sediment removal and application: The Contract Administrator visually inspects the backhoe(s), dump truck(s), and any other heavy equipment for signs of oil leakage. 4. Weekly inspection of the rye grass at the Borrow Area following sediment removal and application: The Contract Administrator visually inspects the health and condition of the rye grass until it is established. 5. Biweekly inspection of the depth of the applied sediment in the Borrow Area during sediment application: The Project Engineer or DuPont Power Area personnel measures the depth of the applied sediment to ensure the Cumulative Pollutant Loading Rates (CPLRs) are not exceeded. Detailed description of inspection procedures including record keeping and actions to be taken by the inspector in the event that noncompliance is observed pursuant to the noncompliance notification requirements under the monitoring and reporting section of the permit. 1. Biweekly inspection of the Borrow Area's residuals distribution location: The Operator in Responsible Charge or DuPont Power Area personnel will visually verify the applied sediment is contained wholly within the boundary of the Borrow Area. If sediment is found to be outside the boundary of the Borrow Area, then the inspector will immediately contact the Contract Administrator who in turn will instruct the heavy equipment contractor to move said sediment to within the boundary of the Borrow Area. Records of these biweekly inspections will be maintained in a logbook kept on - site in the Power Area. 2. Biweekly inspection of the Borrow Area's sediment trap: The Operator in Responsible Charge or DuPont Power Area personnel will visually inspect the sediment trap for signs of excessive sediment accumulation. Should the accumulated quantity of sediment exceed one-half of the height of the sediment trap's gravel filter/berm, then the inspector will immediately contact the Contract Administrator who in turn will DEQ-CFW 00059790 instruct the site's construction force to remove said sediment from the sediment trap and return it to the sediment application area in the Borrow Area. Records of these biweekly inspections will be maintained in a logbook kept on -site in the Power Area. 3. Weekly inspection of the condition of heavy equipment used at the Sediment Basin and the Borrow Area during sediment removal and application: The Contract Administrator will visually inspect the backhoe(s), dump truck(s), and any other heavy equipment for signs of oil leakage, including fuel and hydraulic fluids. If any oil leakage is found, the inspector will instruct the equipment operator to immediately shutdown the equipment and immediate deploy oil abatement equipment and materials, and finally will summon the site's Emergency Response Team to contain and remove any released oil. Records of these weekly inspections will be maintained in a logbook kept on -site in the Contract Administration Office. 4. Weekly inspection of the rye grass at the Borrow Area following sediment removal and application: The Contract Administrator will visually inspect the health and condition of the rye grass ground cover of the sediment application area until the grass is fully established. If any issues are found during the inspection, the inspector will make the needed contacts to remedy the problem, such as watering the grass during dry periods, or reseeding the area if the existing grass fails to become established. Records of these weekly inspections will be maintained in a logbook kept on -site in the Contract Administration Office. 5. Biweekly inspection of the depth of the applied sediment in the Borrow Area during sediment application: The Project Engineer or DuPont Power Area personnel will measure the depth of the applied sediment to ensure the Cumulative Pollutant Loading Rates (CPLRs) are not exceeded. Prior to the commencement of the sediment application, the Project Engineer will calculate the target depth of the sediment so as to ensure the Cumulative Pollutant Loading Rates (CPLRs) listed in Section II(4) of the permit are not exceeded. SAMPLING AND MONITORING PLAN DuPont will report by telephone to the Fayetteville Regional Office, telephone number (910) 433-3300, as soon as possible, but in no case more than 24 hours or on the next working day following the occurrence or first knowledge of the occurrence of any of the following: • Any occurrence with the land application program resulting in the land application of significant amounts of wastes that is abnormal in quantity or characteristic. • Any failure of the land application program resulting in a release of material to surface waters. • Any time self -monitoring indicates the facility has gone out of compliance with its permit limitations. • Any process unit failure, due to known or unknown reasons, rendering the facility incapable of adequate residual treatment. • Any spill or discharge from a vehicle or piping system during residuals transportation. Any emergency requiring immediate reporting (e.g., discharges to surface waters, imminent failure of a storage structure, etc.) outside normal business hours shall be reported to the Division's Emergency Response personnel at telephone number (800) 662-7956, (800) 858- 0368, or (919) 733-3300. Following the reporting such occurrences by telephone, DuPont will DEQ-CFW 00059791 also file a written report in letter form within five days following first knowledge of the occurrence. This report will outline the actions taken or proposed to be taken to ensure that the problem does not recur. Additional Sampling and Monitoring Information Names and titles of personnel responsible for conducting the sampling and monitoring; Steven Davis — Shamrock Environmental — Operator in Responsible Charge Detailed description of monitoring procedures including parameters to be monitored; 1. Annual sampling of sediment for hazardous characteristics analysis: Approximately midway through the Sediment Basin's excavation, a random sample will be taken of the sediment and submitted for TCLP, ignitability, reactivity, and corrosivity analyses. The needed sample containers and coolers will be obtained through Compuchem Laboratory. The samples will be submitted to Compuchem Laboratory for analysis. Analytical results will be reported to NC Division of Water Quality via the annual report. 2. Bimonthly sampling of sediment for metals and nutrients analysis: During the first full week of the land application of the sediment in the Borrow Area, and every sixty (60) days thereafter during the land application of the sediment, a random sample will be taken of the sediment and submitted for Aluminum, Ammonia -Nitrogen, Arsenic, Cadmium, Calcium, Copper, Lead, Magnesium, Mercury, Molybdenum, Nickel, Nitrate - Nitrite Nitrogen, Percent Total Solids, pH, Phosphorus, Plant Available Nitrogen, Potassium, Selenium, Sodium, Sodium Adsorption Ratio (SAR), - TKN, and Zinc analyses. The needed sample containers and coolers will be obtained through Compuchem Laboratory. The samples will be submitted to Compuchem Laboratory for analysis. Analytical results will be reported to NC Division of Water Quality via the annual report. 3. Bimonthly sampling of sediment for pathogen reduction analysis: During the first full week of the land application of the sediment in the Borrow Area, and every sixty (60) days thereafter during the land application of the sediment, a random sample will be taken of the sediment and submitted for Fecal Coliform Density analysis. The needed sample containers and coolers will be obtained through Compuchem Laboratory or a local commercial laboratory to comply with the short hold time of the sample. The samples will be submitted to Compuchem Laboratory or another commercial laboratory for analysis. Analytical results will be reported to NC Division of Water Quality via the annual report. Sampling frequency and procedures to assure that representative samples are being collected. Fluctuation in temperature, flow, and other operating conditions can affect the quality of the residuals gathered during a particular sampling event. The sampling plan shall account for any foreseen fluctuations in residuals quality and indicate the most limiting times for residuals to meet pathogen reduction requirements (e.g. facilities that land apply multiple times per year but have an annual sampling frequency, may need to sample during winter months when pathogen reduction is most likely to be negatively affected by cold temperatures). DEQ-CFW 00059792 1. Annual sampling of sediment for hazardous characteristics analysis: Approximately midway through the Sediment Basin's excavation, a random sample will be taken of the sediment and submitted for TCLP, ignitability, reactivity, and corrosivity analyses. The entire emptying of the Sediment Basin is expected to take approximately six (6) weeks, so there should be little to no fluctuations due to weather. Given the uniform areal sediment deposition in the basin during its twelve year active period, sediment samples would be expected to be fairly consistent in any one area. Since the truckloads will be comprised of an excellent vertical sediment composition, the sample will be representative of the entirety of the sediment. 2. Bimonthly sampling of sediment for metals and nutrients analysis: During the first full week of the land application of the sediment in the Borrow Area, and every sixty (60) days thereafter during the land application of the sediment, a random sample will be taken of the sediment and submitted for Aluminum, Ammonia -Nitrogen, Arsenic, Cadmium, Calcium, Copper, Lead, Magnesium, Mercury, Molybdenum, Nickel, Nitrate - Nitrite Nitrogen, Percent Total Solids, pH, Phosphorus, Plant Available Nitrogen, Potassium, Selenium, Sodium, Sodium Adsorption Ratio (SAR), TKN, and Zinc analyses. The entire emptying of the Sediment Basin is expected to take approximately six (6) weeks, so there should be little to no fluctuations due to weather. Given the uniform areal sediment deposition in the basin during its twelve year active period, sediment samples would be expected to be fairly consistent in any one area. Since the truckloads will be comprised of an excellent vertical sediment composition, the sample will be representative of the entirety of the sediment. 3. Bimonthly sampling of sediment for pathogen reduction analysis: During the first full week of the land application of the sediment in the Borrow Area, and every sixty (60) days thereafter during the land application of the sediment, a random sample will be taken of the sediment and submitted for Fecal Coliform Density analysis. The entire emptying of the Sediment Basin is expected to take approximately six (6) weeks during November and December, so the sampling will occur when pathogen reduction is most likely to be negatively affected by cooler temperatures. Given the uniform areal sediment deposition in the basin during its twelve year active period, sediment samples would be expected to be fairly consistent in any one area. Since the truckloads will be comprised of an excellent vertical sediment composition, the sample will be representative of the entirety of the sediment. DEQ-CFW 00059793