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HomeMy WebLinkAboutNCS000597_Tier 3 Action Plan_20240723 Peterson, Kathryn S From: Eplin, Jerry W Sent: Tuesday, July 23, 2024 4:11 PM To: Peterson, Kathryn S Subject: FW: [External] Galvan Industries, Inc. - Tier 3 Action Plan Attachments: Galva nIndustriesTier3ActionPlan_07.09.2024.pdf For your review and comment. I will review as well. Jerry W. Eplin, PE Regional Engineer North Carolina Department of Environmental Quality Division of Energy, Mineral, and Land Resources Office: (704)235-2147 Email: merry.eplina-deg.nc.gov Physical and Mailing Address: 610 E. Center Ave. Suite 301 Mooresville, NC 28115 D,E QR&7,A- 6Ui}�rlmen{o1Eny�ronmpiinl q�allYy Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties From: Lefitz, Alex<Alex.Lefitz@hdrinc.com> Sent:Tuesday,July 9, 2024 9:18 AM To: Eplin,Jerry W<jerry.eplin@deq.nc.gov> Cc: Laurens Y Willard <lywillard@Galvan-ize.com>; Harshad Londhe<hlondhe@Galvan-ize.com>; Kristi Wilson <kwilson@Galvan-ize.com>; Filardi, Mark<Mark.Filardi@hdrinc.com>; Gigante, Matthew J <matthew.gigante@deq.nc.gov> Subject: [External] Galvan Industries, Inc. -Tier 3 Action Plan CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message button located on your Outlook menu bar on the Home tab. Hi Mr. Eplin, On behalf of Galvan Industries, Inc. HDR has prepared a Tier III Action Plan (attached)to address concentrations of zinc and cooper in stormwater that exceed benchmark criteria at the Galvan facility.The components of this Tier III Action Plan have been incorporated into the DRAFT SWPPP that has been prepared as part of the Galvan NPDES Individual Permit(NCS000597)and requested in the NOV issued on October 26,2023 and extension granted on 1 March 28, 2024.The a copy of the DRAFT SWPPP will be available for Mr. Gigante to review on-site during his next scheduled visit on Thursday July 11,2024. Please let us know if you have any questions Regards, Alex Lefitz, PG(NC) Senior Geologist HDR 440 S. Church Street,Suite 1200 Charlotte, NC 28202 D 704.973.6879 M 704.430.3469 alex.lefitz(a)_hd rinc.com hdrinc.com/follow-us Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties by an authorized state official. 2 July 9, 2024 Mr. Jerry Eplin, PE via email at. Jerry.Eplin(a)deg.nc.gov Acting Regional Engineer Stormwater Program Division of Energy, Mineral and Land Resources North Carolina Department of Environmental Quality 1612 Mail Service Center Raleigh, North Carolina 27699-1612 Subject: Tier Three Action Plan Permit No. NCS000597 Galvan Industries 7315 Galvan Way, Cabarrus County, Harrisburg, NC Dear Mr. Eplin, On behalf of Galvan Industries, Inc. (Galvan), HDR Engineering, Inc. of the Carolinas (HDR) has prepared a Tier Three Response under Individual Permit NCS000597 for the Galvan facility located at 7315 Galvan Way in Harrisburg, Cabarrus County, North Carolina. The Action Plan described herein applies to copper and zinc. Documentation of Benchmark Exceedances Parameter Units Benchmark March 2021 February 2022 November 2022 January 2023 Values OF#1 OF#5 OF#1 OF#5 OF#1 OF#5 OF#1 OF#5 Copper mg/L 0.010 0.17 0.206 NA 0.012 5.00 0.0447 0.0863 0.0190 Zinc mg/L 0.126 5.3 35.8 NA 7.91 13.8 20.8 3.27 9.00 mg/L=milligrams per liter Prepared by:ARL; Checked by:CSH NA=Not Analyzed OF=Outfall NCDEQ Notification Following receipt of laboratory results indicating benchmark exceedances, Galvan provided the Stormwater Discharge Outfall Monitoring Report to the NCDEQ Regional Office in Mooresville, North Carolina in February 2023, notifying the office of the sampling events' exceedance dates, pollutants, and values. hdrinc.com 440 S Church Street,Suite 1200,Charlotte, NC 28202-2075 T 704.338.6700 F 704.338.6760 Mr.Jerry Eplin July 9,2024 Page 2 Stormwater Mitigation Efforts In January 2023 Galvan implemented the Zinc Management Plan (Plan) that was approved by the Division of Energy, Mineral and Land Resources (DEMLR). While specifically designed to manage zinc in stormwater, the implemented Stormwater Control Measures (SCMs) also capture other metal constituents including copper. The Plan included regrading of approximately 455' of drainage ditch south of the electrical product building at the facility that were then lined with non-woven geofabric and limestone surge stone. Two (2) check dams were installed to slow flow during heavy rainfall events and capture sediment transported to outfalls via the ditches. The limestone surge stone slows surface water flow, captures sediment, and buffers potentially low pH prior to entering the stormwater discharge outfalls. In addition, one (1) 16-foot-long limestone check dam around Outfall (OF) -2 on the southern portion of the site was installed. The check dam was constructed of blankets with MetalCompliant filter bags from Gullywasher designed to filter metal-laden stormwater prior to discharge. In addition to limestone surge stone around OF-2 Gullywasher inserts were installed in two stormwater drop inlets at the site (at OF-1 and OF-5). The drainage ditch feeding into Outfall #1 is lined with limestone, filter bags, and check dams. The filter bags and drop inlet inserts are periodically washed and last approximately 2 to 3 years, depending on site specific sediment loading and frequency of maintenance. The outfalls and areas with implemented improvements are shown on Figure 1. Effectiveness of these metal management and SCM improvements are monitored through monthly qualitative and quantitative monitoring, in accordance with condition D-1(e) of the Permit. One qualifying rainfall event has occurred during normal business hours (M-F 8:00-5:00) since the Plan was implemented in January 2023. These results were submitted to the agency in February 2023. Analytical results indicated that the implemented SCMs (i.e., metals-absorbing mats, filter bags and booms installed in and around stormwater inlets and outfalls) were effective at lowering the zinc and copper concentrations in stormwater, although concentrations still exceeded the benchmark criteria. Additional sampling during qualified rain events is needed to further assess the overall effectiveness of the Plan. Stormwater Management Inspection and Identification of Feasible Actions On April 22, 2024, Mr. Laurens Y. Willard, Mr. Harshad Londhe and Ms. Kristi Wilson of Galvan and Ms. Alex Lefitz with HDR, conducted a stormwater management inspection. At the time of the inspection the source of zinc and copper in stormwater was discussed. Based on the inspection, both constituents were used in on-site processes and moved across the site as dust by wind and vehicular traffic (such as forklifts and shipping vehicles). During the inspection Galvan and HDR noted that portions of a drainage ditch upstream of installed check dams were filled with sediment; the metal-absorbing mats within the check dams were covered in sediment; and dust and debris surrounded OF-1 and OF-5. Mr.Jerry Eplin July 9,2024 Page 3 The following feasible actions were identified: 1) Galvan will dredge the filled drainage ditch and wash the metal-absorbing mats every six months or more frequently as needed. The metal-absorbing matts will be replaced every two years or more frequently depending on rainfall in accordance with manufacturer guidelines. 2) Galvan will wash booms, metal absorbing matts and metal compliant stainless steel catch basin inserts as part of continued maintenance event six months or more frequently as needed. The booms, metal-absorbing mats and metal compliant stainless steel catch basin inserts will be replaced every two years or more frequently depending on rainfall in accordance with manufacturer guidelines. 3) Galvan will continue good housekeeping efforts such as trash pickup and sweeping of operation areas to maintain a cleared area around OF-1 and OF-5. 4) Galvan will limit landscaping activities (i.e., mowing) around stormwater drainages and outfalls to allow for natural filtration of stormwater flow. Should you have any questions or need additional information, please contact Mark Filardi at 704.338.6787 or Mark.Filardi(a-)_hdrinc.com. Sincerely, HDR Engineering, Inc. of the Carolinas Mark P. Filardi, P.G. Senior Geologist/Project Manager Enclosure Cc: Laurens Willard, Galvan Laurens Y. Willard, Galvan Harshad Londhe, Galvan Kristi Wilson, Galvan Attachments 1. Figure 1 — May 2024 NPDES Outfall Map 2. SCM Specification Sheets This page intentionally left blank. Figure 1 — May 2024 NPDES Outfall Map This page intentionally left blank. • `"�'• NC Highway 49 o O 14 1 E I . ��/ 654 , wow _ s 1[ , K tl'`� I- • 684 ' 6�6 I � JAN� �4�• � ~"'"'RL7or ter_. tag 1 Sulfuric Acid AST o A, 6�4 \ Flux Tank Zinc Bath �,,y 6►2 Pickle Tanks . -_:R� tl ,�.., Concrete Pavement 2 Diesel ASTs "'�� -L r -� Finished Product Storage Raw Material Storage '' Propane AST .. h.. - - . ... O oRMU AMP 64 642 Iron Sulfate/Zinc Sulfate Crystal Storage s. Cutting Oil egL end ss g ��m 66a DumpsterArea NPDES Outfall Drop Inlet with Gullywasher insert and _ d 652 - •'' 13 absorbent booms 662 Approximate Soil Hydrogen Peroxide AST Q Site Boundary � \ Nickel Sulfate p 660 Blending Area, 2019 Tanks s` 664 6ggI�V I� \6g6 Buildings I�� 666 Former w e e Wastewater Lagoon �' f DumpsterArea f660 e. e • e• \ 658 \ sso Q2 ® Soil Blending Area 656 r+ Former Wastewater Lagoon 5R Wt 648 6 \ �s�, 656 w� �� �;_ �; • ,;.64s��_ Stepped Limestone RipRap Outfall Lat Long ' ` ® Gravel Area(Approximate) OF-1 350 18' 52.11" N 800 40'46.01"W \ 664 666 "rrrrrrrrrrr"'rr"'rr' UTBackCreek w OF-2 350 18'48.59" N 800 40' 52.45"W s° o _ _ _ _ _ _ Limestone Lined Ditch with Check Dams and ° Gull washer Metal-Compliant Blankets OF 35° 18'48.88" N 80° 40'0.66"W \ 4 Gully washer 6 ° - ---- „�64 OF-4 350 18' 51.59" N 800 40' 2.72"W 6so \ 61 6 ss8 &Mwil` ' � - Norfolk Southern Rail ROW Norfolk Southern Rail Line OF-5 350 18'49.79" N 800 40' 55.14"W OF-6 350 18'49.60" N 800 40' 57.67"W s84 s� 1 �Q � ' - 2-ft Contours v\ SITE MAP DATE GALVAN INDUSTRIES, INC. MAY 2024 1.ORTHOIMAGERY FROM NC ONEMAP,2023 0 50 100 200 300 FN CABARRUS COUNTY, NORTH CAROLINA 2.PROPERTY BOUNDARY FROM MECKLENBURG AND CABARRUS COUNTIES'GIS WEB REPOSITORIES e FIGURE Feet NDRE SChae uceNnebra6eac aseNum4075 6 NCDEQ INDIVIDUAL PERMIT NCS00597 3.RAIL FROM MECKLENBURG OPEN MAPPING REPOSITORY aosenurcnn sneee,smre woo enalloire,Ne zazaz-zors 4.RAIL ROW ESTIMATED FROM 100'BUFFERAROUND RAIL LINE 1 This page intentionally left blank. SCM Specification Sheets This page intentionally left blank. Operation and Maintenance Instructions Meta I.Com ptian t Basket Style Insert Thanks for Taking the Time to Read These Operation and Maintenance Instructions Basket Style MetalCompliant Insert Operation and Maintenance Manual Table of Contents Installed Gullywasher Basket Style MC Insert Project Specifications .. .. .. . . . .. .. .. . . . .. .. .. .. . . . . . 1. Introduction and System Description . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 1.1. Basket Style MC Insert Features . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 2. Basket Style MC Insert Operations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 2.1.Wet Start-Up Procedures . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 2.2. Inspections . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 2.3.Sampling Protocol and Methodology . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 3. Maintenance Guidelines . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 3.1.Basket Style MC Insert Media Maintenance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 3.1.1 Routine Monthly Maintenance — Insert Cleaning . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 3.2.0il Skimmer Maintenance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 4. Material Disposal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 5. Maintenance Support . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 6. Best Management Practice Requirements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 5242 57th Avenue South Seattle, WA 98118 Telephone 2o6.799.3296 jeff@gullywasher.com -2 - Basket Style MetalCompliant Insert Operation and Maintenance Manual Important! • Once Basket Style MC Insert is installed, do not neglect upstream source control and stormwater management. This may result in the premature fouling of the Basket Style MC Insert's filtration and pollutant reduction capacity, shortening its life. • Do not flush spills or otherwise into Basket Style MC Insert to capture pollutants from pressure washing roof surfaces or HVAC equipment washing. • Regular maintenance of the Basket Style MC Insert will ensure optimal performance results as well as increase the lifespan of its exchange media. • Do not pressure-wash the inside of the Basket Style MC Insert. Use only city water pressure (as in a standard hose) for washouts. • Stormwater sampling should be done with care. Use new sampling bottles and avoid contaminating samples with dirt from the Basket Style MC Insert or your hands. -3- Basket Style MetalCompliant Insert Operation and Maintenance Manual s. Introduction and System Description The Gullywasher MetalCompliant Basket Style Catch Basin Insert is a passive filtration technology that utilizes a geo- textile filter fabric and sodium-based exchange media.The BioFilter is designed specifically for reduction of storm- water pollutants such as suspended solids, turbidity, heavy metals, petroleum compounds and organics from industrial sites. The Gullywasher MetalCompliant Basket Style Catch Basin Insert is a patent pending process that uses the: • Geotextile Filter Fabric for removing the incoming suspended solids. • Floater Pillow for diffusing the incoming stormwater stream over a wide area inside the insert while absorbing all petroleum contaminates. • Gullywasher Sodium-Based Exchange Media for fixating the metal ions and colloidal particles through the exchange with sodium ions. It is a simple process of which the stormwater enters into the catch basin where the MetalCompliant insert is placed into. The stormwater hits the floater pillow; thereby getting diffused into a wider area and slowing down the stormwatervelocity. Since the floater pillow is made of polypropylene absorbent material; the organic compounds, as in petroleums, will be absorbed into the floater pillow. The geotextile filter fabric construction will filter out the suspended solids; thus stripping out these contaminates that can foul the sodium exchange media downstream. Finally the sodium exchange media will strip out the metal ions and colloidals prior to exiting out of the insert. Note: In order for our MetalCompliant insert to effectively perform, they will need to be maintained by thoroughly rinsing them out and reuse. If the dirt, muck, and/or fines are allowed to build up, our inserts will bypass the stormwaterflow untreated while the insert life will be diminished. Unfortunately our inserts are doing exactly what they are design to do, remove the contaminates from the incoming stormwater. However, they must be cleaned continually. Fortunately we have designed our inserts to be maintenance friendly. • Our ergonomic lift straps (patent pending) will allow the worker the ability to use his/her legs for proper lifting the insert out of the catch basin. • Our basket design will allow the worker to place our MetalCompliant insert directly onto the ground without fear of spilling the contaminated contents out of the insert. • Our insert can be installed and removed without any tools necessary for the use of our hold-down tabs (patent pending). • Our basket design is self supporting while in the catch basin, allowing the worker the ease of removing and returning the heavy catch basin grate with no extra help from others. • By turning our insert inside out, the accumulated muck will wash off cleanly and fast.A description of the Basket Style MC Insert models with their options is provided below. -4- Basket Style MetalCompliant Insert Operation and Maintenance Manual MetalCompliant Insert Model Descriptions Basket Catch Basin Size* Special Basket Style (Length x Width) (Biochar or Oyster) 1811 X 241' 1811 x 24" 1811 x 24° 20" X 20" -- 20" X 20" 20" X 24" 20" X 24" 20" X 24" �4" X �4„ �4" X �4„ �4" X �4„ 27" X 27" 27" X 27" 27" X 27" 28" x 28" 28" x 28" 28" x 28" �4„ x 30" �4„ x 30" *Custom Sizing Available **Stainless Steel Transition Plates 2. Basket Style MC Insert Operations Regular inspection and maintenance is required for the proper operation of the Basket Style MC Insert. Conditions at each site can vary at a point that the general maintenance requirements can not be prescribed without adding new conditions to the regular inspections. Inspections will determine the type and frequency of maintenance required. It is the regular maintenance that keeps the Basket Style MC Insert operating at optimal conditions to improve its performance and media longevity. 2.1. Wet Start-Up Procedures— Initial First Storm Event The Gullywasher Basket Style MC Insert for catch basin purification is typically installed during dry weather; however once properly installed, there are no final steps to put the Basket Style MC Insert online. During the first storm event, it is imperative that the owner check the entire process system thoroughly for its general process operation in accordance to that stated in this manual. Step 1. Insert Operation: Monitor the insert throughout the first storm event to confirm stormwater is properly passing through Basket Style MC Insert. Inspect the stormwater flow of its free flowing discharge into the body of the insert, not the overflow ports. If the stormwater is flowing directly into overflow ports, reset the insert. Step 2.After Storm Inspection: Inspect Basket Style MC Insert after the storm event. Normally, there will be an accumulation of fine solids inside the insert. If the solids loading starts building up visibly onto this geotextile media channels, maintenance may have to perform an insert cleaning(Section 3.1.1 on page 8). -5- Basket Style MetalCompliant Insert Operation and Maintenance Manual Note:Additional upstream source control may be beneficial to reduce sediment loading to the system. 2.2. Inspections During the first rainy season, inspections should be conducted weekly or every two to three storms to establish site-specific inspection and maintenance intervals. Regular inspections will verify that the system is in good operating condition and should be recorded as part of the monthly inspection program and the facility Stormwater Pollution Prevention (or Control) Plan (SWPPP or SWPCP). Inspections are also recommended after every major storm event.An Inspection Report is included at the end of this manual to assist with record keeping. Flow Rate Monitoring • Verify that the flow rate of the stormwater into Basket Style MC Insert is not pooling to a point where the stormwater can overflow and bypass the insert. Insert Filter Chamber • For Basket Style MC Insert with oil absorbent pillows) a. Inspect the treated stormwater surface for oil sheen. If oil sheen is present, replace the oil adsorbent pillow. b. Inspect for the accumulation of solids and debris on the inner surface of the geotextile insert. Before removing accumulated debris, make sure when lifting the insert out of the catch basin that any accumulated solids-laden water will not fall into the catch basin. Thoroughly wash the insert and test for flow. c. Inspect the side walls of the Filter Chamber for heavy oil and debris accumulation. If heavy oil and debris are present, follow the mainte- nance steps described in the Section 3.2. f -6- Basket Style MetalCompliant Insert Operation and Maintenance Manual 2.3. Sampling Protocol and Methodology Water quality samples should be taken only when the system has been maintained and is operating effectively (see Section 2.1). Unlike the Gullywasher MC Basket Insert, there are no outlet sample ports on Basket Style MC Insert for provide a convenient and reliable method of taking samples. Use caution when collecting water quality samples to prevent contamination of the sample bottles. A small amount of dirt goes a long way to contaminating a stormwater sample. Make sure the sample port and your hands or gloves are clean before collecting your compliance sample. The following precautions should be taken immediately before sampling: a. Use the proper unused sample bottle — do not reuse sample bottles. b. Do not touch the sample bottle to the sample port. c. Do not put fingers inside or around the sample port or the mouth of the sample bottle. d. For sample bottles with liquid preservative inside, do not allow the bottle to overflow. e. Cap the sample bottle as quickly as possible. Store on ice. Ice helps reduce the amount of metals that move from particulate to dissolved phase and reduces the rate of growth of biological organisms within the sample bottles. f. Gullywasher recommends sampling the inlet to the Basket Style MC Insert each time that the outlet is sampled. Without the inlet sample data, Gullywasher LLC cannot diagnose or provide recommendations on tuning system performance. g. The inlet should be sampled approximately so minutes before sampling the outlet to get the most r epresentative inlet/outlet sample pair. When lifting the Basket Style MC Insert out of the catch basin for sampling; for best results, lift the insert out using the overflows in the frame as opposed to using the lift straps. This will minimize the disturbance of the insert and get a better representative sample of the insert's performance. -7- Basket Style MetalCompliant Insert Operation and Maintenance Manual 3. Maintenance Guidelines The Basket Style MC Insert, like all filtration systems, requires periodic maintenance to restore the system to its original effectiveness. The type and frequency of maintenance required for the Basket Style MC Insert varies significantly from site to site due to differences in facility operations, upstream stormwater management, and rainfall frequency. Routine inspections conducted on the Basket Style MC Insert will help to determine how frequently to maintain your Basket Style MC Insert stormwater filter(see Section 2.2). 3.1. Basket Style MC Insert Maintenance Maintaining the Geotextile Filter is the most important step for achieving the optimal results from your Basket Style MC Insert filtration system. The Filter can be maintained by a thorough wash and cleaning. The type of maintenance required is based upon the flow rate through the Basket Style MC Insert and/or the type of pollutants entering the system. The metals exchange media have been configured to provide treatment for the identified pollutants in your stormwater. 3.1.1. Routine Monthly Maintenance— Insert Cleaning Maintenance Description The Insert Cleaning and Maintenance consists of cleaning the geotextile insert of all accumulated solids. Maintenance Timing/Frequency The maintenance should be conducted when there is either standing water seen inside the geotextile filter or an accumulation of solids beginning to stack up on the filter surface. An Insert Filter Maintenance may need to be done as frequently as every 3 —4 weeks depending on the amount of loading on the Basket Style MC Insert. Maintenance Steps The steps in conducting an inspection and cleaning of the Geotextile Filter Insert are: a. Open up the catch basin — making sure it is safe to do so. If deemed necessary, place warning barriers and/or safety traffic cones around the catch basin. b. Look into the top opening of the insert to inspect the media channels at the bottom of the geotextile insert. Note if there are: i.Any solids and whether there is an accumulated of solids going up the filter surface. ii.Any standing water at the bottom of the filter. c. If the Geotextile Filter has some accumulated solids and/or standing water, carefully lift up the insert lift straps that holds it in place. -8- Basket Style MetalCompliant Insert Operation and Maintenance Manual d. While insuring that the solids and the standing water will not flow into the barrel, take the insert out of the catch basin and carry it to the designated wash station. e. Pour out the standing water,then turned the geotextile filter bag inside out. f.With standard city water pressure, sluice off the accumulated solids the filter as opposed to driving the solids into the geotextile filter. g. Once the geotextile filter cloth appears to be clean, take the spray washer inside the filter and blast through the cloth to remove any imbedded solids lodged into the filter cloth. h. Once washed thoroughly, turn the geotextile filter cloth back into working form and test for flow by adding city water to the inside of the filter. (Note: if water does not flow evenly through the filter, replace ist Stage Filter.) L Return to the Basket Style MC Insert and reinstall the geotextile filter into the catch basin. 3.2. Oil Skimmer Maintenance If included, the oil sorbent floater pillow in the geotextile filter insert should be routinely checked. y. Material Disposal Water and sediment removed from the Basket Style MC Insert filter must be disposed of in accordance with all applicable waste disposal regulations. The removed spent Basket Style MC Insert can typically be sent to the local landfill. However, it is critical to follow local regulations for standard guidelines for solid waste disposal. 5. Maintenance Support If you have any questions about maintenance procedures, contact Gullywasher LLC at(2o6)799-3296• 6. Best Management Practice Requirements In achieving the benchmarks consistently will require a rigorous implementation of best management practices (BMPs) including source control, structural and treatment BMPs.Treatment BMPs, such as the Basket Style MC Insert, are not designed to operate in the absence of other BMPs. Employing source control practices on a regular basis is essential in extending the life of the Basket Style MC Insert system as heavy pollutant loading can result in a shorter maintenance cycle than expected. The Basket Style MC Insert system is not designed as an all-in-one treat- ment device for all types and quantities of stormwater pollution. -9- Basket Style MetalCompliant Insert Operation and Maintenance Manual Your Stormwater Pollution Prevention (or Control) Plan (SWPPP or SWPCP) should address the BMPs appropriate for your facility. During normal business operation, make sure that all best management practices are deployed and maintained. When engaging in operations that are atypical of standard business practices, please utilize source control measures to prevent heavy pollutant loading into the Basket Style MC Insert. The following are a few exam- ples of typically employed practices. • Sweeping: Sweep site on a regular basis, such as daily, weekly or bi-monthly, especially in areas of heavy industrial activities. • Covering activities: When practical, cover significant materials or industrial operations that are outdoors, to prevent stormwater contact with potential pollutants. • Spill control:When a spill occurs, contain and use onsite spill kits to dispose of material. • Catch basin and stormwater conveyance clean out: When cleaning out catch basins and jetting stormwater conveyance lines turn off the pump that diverts water to the Basket Style MC Insert system. This water should not enter the Basket Style MC Insert system. JETTING YOUR STORMWATER LINES INTO THE BASKET STYLE MC INSERT IS NOTALLOWED Gullywasher LLC www.guilywasher.com © 2015 Gullywasher LLC. All rights reserved. No part of this publication may be reproduced in any form or by any means without the prior written permission of Gullywasher LLC. Trademarks and Disclaimers The Gullywasher and Upflow BioFilter and associated logos are trademarks of Gullywasher LLC. Other trademarks and trade names may be used in this document to refer to either the entities claiming the marks and names or their products. Gullywasher LLC disclaims any proprietary interest in trademarks and trade names other than its own. This document is subject to change without notice. 5242 57th Avenue South Seattle, WA 98118 Telephone 2o6.799.3296 jeff@gullywasher.com -10- GULLYWASHER Analytical Lab Test Data For MetalCompliant Filter Insert Performance 22 January, 201 T 25 April, 2011 26 September, 2011 Metals Inlet Outlet % Removal Inlet Outlet % Removal Inlet Outlet % Removal ;hrominurr 1.6 1.1 30.7% 14.1 1.4 90.1% --- --- --- Copper 10 3 70.1% 52 7.6 85.3% 28 10.6 62.1% Lead 1.5 1.5 0.0% 202 16 92.1% 60 12.2 79.6% Nickel 2.1 0 100.0% 12.5 1.4 88.8% 3.8 0.9 76.3% Zinc 1 1 812 16.9 97.9% 1 1 897 126 86.0% 367 51.9 85.9% Winter Spring Fall Note the amount of incoming lead in comparison to the amount of zinc in the Winter analysis. It is thought that with this amount of incoming lead, the zinc was being displaced by the stronger lead attraction to the sodium exchange media. This page intentionally left blank.