Storm Water Pollution Control Plan Pearl City Baseyard

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3 Storm Water Pollution Control Plan Pearl City Baseyard Hawaii State Department of Transportation Highways Division, Oahu District Storm Water Management Program NPDES Permit No. HI S November 2013

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5 RECORD OF REVISION Revision No. Revision Date Description Sections Affected 1 May 2006 Version 1.0 Initial All Release 2 May 2012 Version 2.0 All Structural Changes and Formatting Revision 3 November 2013 Version 3.0 Structural Changes and Formatting Revision All I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. Pratt Kinimaka, P.E. District Engineer State of Hawaii Department of Transportation Date SWPCP Responsible Party: Pearl City Baseyard Supervisor Storm Water Pollution Control Plan TOC-i November 2013

6 Section TABLE OF CONTENTS 1.0 INTRODUCTION... 1 Page 1.1 SWPCP IMPLEMENTATION Training Inspections Monitoring SWPCP REVISIONS SITE DESCRIPTION SITE DRAINAGE DRAINAGE AREAS Drainage Area Drainage Area Drainage Area Drainage Area POLLUTION CONTROL STRATEGIES GENERAL OPERATING CONDITIONS BEST MANAGEMENT PRACTICES SPILL PREVENTION AND RESPONSE REFERENCES LIST OF TABLES TABLE 4-1: SPILL RESPONSE PROCEDURE TABLE 4-2: EMERGENCY SPILL CONTACT INFORMATION TABLE 4-3: SPILL RESPONSE DOCUMENTATION FORM LIST OF FIGURES FIGURE 2-1: SITE PLAN... 9 FIGURE 2-2: DRAINAGE PLAN FIGURE 3-1: BASEYARD FUNCTIONAL AREAS SALVAGE EQUIPMENT STORAGE AREA FIGURE 3-2: BASEYARD FUNCTIONAL AREAS ELECTRICAL CREW STORAGE AREA FIGURE 3-3: BASEYARD FUNCTIONAL AREAS SIGNS AND MARKINGS CREW STORAGE AREA FIGURE 3-4: BASEYARD FUNCTIONAL AREAS PEARL CITY CREW VEHICLE AND EQUIPMENT AND MATERIAL AND BULK STORAGE AREA FIGURE 3-5: BASEYARD FUNCTIONAL AREAS VEHICLE PARKING AND ADMINISTRATION BUILDING FIGURE 3-6: BASEYARD FUNCTIONAL AREAS VEHICLE AND EQUIPMENT WASH RACK FIGURE 3-7: BASEYARD FUNCTIONAL AREAS DEWATERING FACILITY FIGURE 3-8: BASEYARD FUNCTIONAL AREAS STRUCTURES CREW STORAGE AREA FIGURE 3-9: BASEYARD FUNCTIONAL AREAS GENERAL AND OVERSIZED MATERIAL STORAGE FIGURE 3-10: GOOD HOUSEKEEPING FIGURE 3-11: BASEYARD OPERATIONS FIGURE 3-12: WASHING FIGURE 3-13: FUELING Storm Water Pollution Control Plan TOC-ii November 2013

7 FIGURE 3-14: VEHICLE AND EQUIPMENT STORAGE FIGURE 3-15: MATERIAL STORAGE FIGURE 3-16: WASTE MANAGEMENT FIGURE 3-17: STRUCTURAL BMPS APPENDIX A APPENDIX B LIST OF APPENDICES BASEYARD SWPCP INSPECTION CHECKLIST STORM WATER MONITORING PLAN Storm Water Pollution Control Plan TOC-iii November 2013

8 LIST OF ACRONYMS Acronym AMS BMP CFR CWB DA DMR DOH EC EMS EPA HAR HDOT HEER HWY-CE HWY-O Meaning Asset Management System Best Management Practice Code of Federal Regulations Clean Water Branch Drainage Area Discharge Monitoring Report State of Hawaii, Department of Health Emergency Coordinator Environmental Management Section U.S. Environmental Protection Agency Hawaii Administrative Rules State of Hawaii, Department of Transportation Hazard Evaluation and Emergency Response Highways Division Environmental Engineer Highways Division, Oahu District LEPC NPDES NRC SDS SWPCP TOC Local Emergency Planning Committee National Pollutant Discharge Elimination System National Response Center Safety Data Sheet Storm Water Pollution Control Plan Tunnel Operations Control Storm Water Pollution Control Plan TOC-iv November 2013

9 1.0 INTRODUCTION Federal regulations administered by the State of Hawaii, Department of Health (DOH) through State of Hawaii, Department of Transportation (HDOT), Highways Division National Pollutant Discharge Elimination System (NPDES) Individual Permit No. HI S requires that municipal industrial facilities, such as the Pearl City Baseyard, comply with Hawaii Administrative Rules (HAR) 11-55, Appendix B. Those requirements include the development and implementation of a Storm Water Pollution Control Plan (SWPCP) designed to protect water quality by minimizing the discharge of pollutants in storm water runoff from industrial activities at the baseyard. 1.1 SWPCP Implementation The storm water management controls described in this plan will be implemented by HDOT, Highways Division, Oahu District (HWY-O) and an up-to-date copy of the SWPCP shall be maintained on site Training Management, staff, and maintenance personnel will be provided with training on the SWPCP initially upon implementation and at least annually thereafter. Additionally, training will be conducted following any major revision to the SWPCP and will also be provided to new hires. This training will include, a discussion of potential pollutants, best management practices (BMPs), spill response procedures, and past spills. Training records will be documented and retained for five years. Baseyard personnel will be responsible for implementing controls detailed in the SWPCP and training courses Inspections Baseyard inspections will be conducted at least quarterly to ensure that BMPs are implemented, maintained, and functioning effectively. All inspections will be documented on the Baseyard SWPCP Inspection Checklist (Appendix A) and retained in the Maximo Asset Management System (AMS) for five years. Corrective actions for deficiencies noted during inspections will be documented, tracked, and closed-out in the AMS Monitoring Storm water monitoring will be conducted at the baseyard on an annual basis as detailed in the Storm Water Monitoring Plan (Appendix B). Results will be recorded on a Discharge Monitoring Report (DMR) and submitted to the DOH no later than 30 calendar days after sample collection. DMRs, field notes, and laboratory results will be retained for five years. 1.2 SWPCP Revisions The SWPCP will be reviewed as needed to identify necessary revisions. At a minimum, the plan will be reviewed every five years. Updates may be required due to current BMP failures, spill events, changes in baseyard activities, changes in baseyard features, or other necessary changes. Re-evaluation of the SWPCP will also be conducted pursuant to inspections and related findings Storm Water Pollution Control Plan Page-1 November 2013

10 at the facility. The District Engineer will be responsible for approving revisions to the SWPCP. For the purposes of this plan, the District Environmental Management Section (EMS) Head functions as the emergency coordinator (EC). In the event the plan is modified, a copy of the updated SWPCP will be provided to the baseyard, EC, H3 Tunnel Operations Control (TOC), and the Highways Division Environmental Engineer (HWY-CE). Additionally, HWY-O shall document and report the SWPCP changes to the DOH, Clean Water Branch (CWB), within thirty days of when the changes arise. Storm Water Pollution Control Plan Page-2 November 2013

11 2.0 SITE DESCRIPTION The Pearl City Baseyard is located in the south central portion of Oahu, beneath the H-1 freeway in Pearl City at nd Street, Pearl City Hawaii (Figure 2-1). The Pearl City Baseyard s primary purpose is to support roadwork and landscape maintenance conducted nearby by HWY- OM and the Landscaping Unit. The Landscape Maintenance Subunit uses the baseyard to park vehicles and landscape maintenance equipment (i.e. mowers, weed eaters, bobcat loader, etc.) and to store fuels and chemicals. Flammable cabinets located inside a storage container are also used to store small quantities of herbicide, gasoline, motor oil and 2-cycle oil. Occasionally, minor equipment maintenance is conducted within the covered paved areas. Only limited equipment fueling (i.e. lawn mowers, chainsaws, etc.) is conducted on site. Vehicles are not fueled within the baseyard. The Highway Electrical, Traffic Signs and Marking, and Structures Subunits also use the baseyard, primarily for the purpose of storing supplies. Access to the baseyard is available through an unnamed access road off of Lehua Avenue. The access road connects to the baseyard driveway, which forms the southern boundary of the facility. Highway pillars serve to divide the baseyard into different service areas. From west to east, these service areas include: salvage equipment storage; Electrical Crew storage area; Signs and Markings Crew storage area; aggregate storage; employee parking and office; wash rack; dewatering area; and structures storage area. The majority of the site is situated under the cover of the freeway viaduct and groundcover generally consists of asphalt with isolated areas of exposed soil. The paved areas are used for parking and storage of vehicles and supplies. The paved area is also used to store raw materials such as gravel, sand, and asphalt. An administration building is located in the central portion of the site, and two Conex shipping containers are used to store equipment adjacent to the raw material storage. The baseyard is outfitted with a wash rack that serves as a vehicle and equipment washing location for numerous landscape and roadway maintenance vehicles and small equipment. The baseyard dewatering facility serves as a pre-treatment location for storm drain wash water derived by roadway maintenance crews. The wash water from the wash rack and liquids from the dewatering facility are processed in oil/water separators prior to being discharged into the City and County s sanitary sewer system. No wash water flows offsite or into any storm drains or natural waterways. 2.1 Site Drainage Most of the baseyard is situated under the cover of the freeway viaduct, and therefore, is not exposed to rainfall. However, storm water can flow through the property from areas located outside of the freeway viaduct overhang and from several freeway downspouts (Figure 2-1). There is one drainage headwall located outside of the baseyard area that drains all the water flowing from the baseyard to the south toward a field. Discharge to the field may percolate into the ground or be conveyed to the East Loch of Pearl Harbor. The aforementioned wash rack, which is used by numerous landscape and roadway maintenance crews to wash vehicles and equipment, is situated on the northern side of the baseyard. The wash water does not flow offsite or into any storm drains or natural water ways. Instead, it is captured in a trench drain and sump and is processed in an oil/water separator before discharging into the City and County of Honolulu s (City and County s) sanitary sewer system. Storm Water Pollution Control Plan Page-3 November 2013

12 The nearest water body is the Waiau Stream, which is a Class 2 stream that borders the eastern edge of the facility. The Waiau Stream empties into the East Loch of Pearl Harbor, which is classified by HAR (d) as an inland estuary. 2.2 Drainage Areas The Pearl City Baseyard is divided into four drainage areas (Figure 2-2), as follows: Drainage Area 1 (DA-1) is located in the northwestern corner of the baseyard and includes the salvage equipment storage area; Drainage Area 2 (DA-2) includes the Electrical Crew and Signs and Markings Crew storage areas; and the Pearl City Baseyard Crew operational areas and Administration Building; Drainage Area 3 (DA-3) encompasses the vehicle and equipment wash rack, dewatering facility; and the Structures Crew storage area; and, Drainage Area 4 (DA-4) contains mostly open, grassy and unpaved areas, with some general storage of oversized materials Drainage Area 1 DA-1 is a centralized storage area where excess vehicles, trailers, and equipment from all HWY-O baseyards are stored while awaiting disposal. This area is unpaved and storm water enters the area from either the exposed north portion of this area or from two down spouts in the partially covered south portion. As indicated in Figure 2-2, combined storm water from open areas and down spouts either drains into the ground or flows to the southeast and discharges onto the government access road just south of the storage area. Potential pollutants in this drainage area include: Metals and small quantities of petroleum products from vehicles, trailers, and equipment parking. Routine Runoff Generally, routine runoff from this drainage area may consist of dirt, silt, and vegetation that may be carried away in storm water. These components may affect water quality parameters such as total suspended solids and turbidity and may result in floatables in storm water runoff. Non-Routine Runoff Non-routine runoff may occur due to failure to properly implement BMPs (e.g., removal of fluids and batteries from salvage equipment). Such incidents will be addressed immediately as described in the Spill Prevention and Response Plan (see Section 4.0). Potential non-routine runoff may result from the following sources: Storm Water Pollution Control Plan Page-4 November 2013

13 Leaks from vehicles and equipment Drainage Area 2 DA-2 encompasses the Electrical Crew and Signs and Markings Crew storage areas; and the Pearl City Baseyard Crew operational areas. DA-2 is a mostly paved with some a small portion of unpaved area in the Signs and Markings Crew storage area. DA-2 is entirely covered by the freeway viaduct. The Electrical Crew storage area contains three enclosed material storage containers and outdoor bulk material storage (i.e. electrical lighting and posts). As indicated in Figure 2-2, storm water in the Electrical Crew storage area in DA-2 flows from three downspouts and from the government access road just north of this storage area. Storm water from DA-1 potentially enters into DA-2 in the Electrical Crew storage Area. The Signs and Markings Crew storage area contains bulk material storage (i.e. galvanized sign posts; traffic markers). There are two downspouts in this portion of DA-2 (Figure 2-2) in addition to storm water run-on from the government access road located north of this area. There is also a permanent storm water settling basin in this area. The Pearl City Baseyard Crew operational areas contain two enclosed material storage containers, aggregate and bulk material storage, vehicle, equipment, and employee parking, and the Administration Building. There are no downspouts in in this portion of DA-2 however storm water run-on from the government access road located north of these areas (Figure 2-2) enters into DA-2. Storm water flows through DA-2 via various drainage ditches and sheet flow (Figure 2-2) travelling from the northwest to the southeast until it crosses the cement baseyard roadway. Storm water then travels by surface grade heading east to the center of the baseyard. Storm water then exits the baseyard at the lowest point of the property and enters into a headwall and drainpipe that leads to government property. Potential pollutants in this drainage area include: Metals from material storage areas (i.e. electrical lighting components and light posts; galvanized sign posts; vehicle and equipment parking). Small quantities of petroleum (gasoline, motor oil, hydraulic oil), stored in either the original manufacturer s containers or containers with capacities smaller than 5-gallons, and secured within flammable storage lockers in the vehicle shed, or from equipment and vehicles in the parking lot. Small quantities of herbicides (Roundup ) stored in the original manufacturer s container and secured within corrosive storage lockers. Gravel, dirt, concrete, and other aggregate materials stored in the outdoor bulk material storage area. Storm Water Pollution Control Plan Page-5 November 2013

14 Rubbish from trash receptacles Routine Runoff Generally, routine runoff from this drainage area may consist of dirt, silt, and vegetation that may be carried away in storm water. These components may affect water quality parameters such as total suspended solids and turbidity. As is expected from areas with vehicle traffic, the potential for minor amounts of petroleum to enter runoff also exists. Non-Routine Runoff Non-routine runoff may be a result of spillage, leaks, fuel dispensing, routine maintenance operations, storm water contact with materials, failure of BMPs, or other emergency conditions (i.e., major equipment leaks). However, such incidents will be addressed immediately as described in the Spill Prevention and Response Plan (see Section 4.0). Potential non-routine runoff may result from the following sources: Rubbish and litter Improper storage of materials (i.e. container deterioration, exposure to rain, no secondary containment) Poor spill response management Spills and leaks from chemicals and equipment Fueling of equipment (e.g. topping off motor oil, fueling of weed eaters and mowers) Facility washing Improper disposal of chemicals Application and use of chemicals Major equipment leaks Drainage Area 3 DA-3 includes the vehicle and equipment wash rack, which is utilized by multiple HWY-O maintenance crews, the storm water dewatering facility, which is operated and maintained by the Special Services Crew, and the Structures Crew storage area. All of these areas are paved. DA- 3 is entirely covered by the freeway viaduct. As indicated in Figure 2-2, there are three downspouts in the wash rack and dewatering areas of DA-3. The Structures Crew storage area contains outdoor bulk material storage (i.e. guardrails, crash attenuators, sand barrels) and as indicated in Figure 2-2, there are two downspouts in this area. Storm Water Pollution Control Plan Page-6 November 2013

15 Portions of DA-3 potentially receive storm water run-on from DA-4 (Figure 2-2). Storm water flows through DA-3 via various drainage ditches and sheet flow travelling from the northeast to the southwest until it crosses the cement baseyard roadway. Storm water then travels by surface grade and drainage pipes heading east to the center of the baseyard. Storm water then exits the baseyard (with run-off from DA-2) at the lowest point of the property and enters into a headwall and drainpipe that leads to government property. Potential pollutants in this drainage area include: Biodegradable soaps, approved detergents, and wash waters associated with washing activities at the wash rack. Soaps and detergents are stored in the original manufacturer s container and are kept in the administration building. Wash waters are normally contained by the wash rack system. Sediment and other materials being processed in the dewatering facility. Metals from material storage areas (i.e. guardrails, crash attenuators). Routine Runoff Generally, routine runoff from this drainage area may consist of dust and silt that may have been deposited from wind, or from vehicular traffic. These components may affect water quality parameters such as total suspended solids and turbidity and may result in floatables in storm water runoff. As is expected from areas with vehicle traffic, the potential for minor amounts of petroleum to enter runoff also exists. Non-Routine Runoff Non-routine runoff may be a result of overflow from the wash rack or dewatering facility, storm water contact with materials, or failure of BMPs. Potential non-routine runoff may result from the following sources: Equipment washing resulting in overflow Facility washing Rubbish and litter Application and use of chemicals Poor spill response management Improper storage of materials (i.e. container deterioration, exposure to rain, no secondary containment) Such incidents will be addressed immediately as described in the Spill Prevention and Response Plan (see Section 4.0). Storm Water Pollution Control Plan Page-7 November 2013

16 2.2.4 Drainage Area 4 Drainage Area 4 (DA-4) includes the grassy areas along the northern fence line portion of the baseyard where no storage or operational activities occur. The remaining portion of DA-4 is mostly open, unpaved areas, with some general storage of oversized materials (i.e. metal plates, galvanized culvert pipe) awaiting disposal. This portion of DA-4 is entirely covered by the freeway viaduct. As indicated in Figure 2-2, the grassy areas are directly exposed to storm water however there is no direct contact with storm water (no downspouts) in the covered and unpaved areas of DA-4. Potential run-on from the exposed grassy area of DA-4 is minimal. Minimal storm water that flows through DA-4 will sheet flow through the area (Figure 2-2) travelling from the northeast to the southwest until it crosses the cement baseyard roadway. Storm water then travels by surface grade and drainage pipes heading east to the center of the baseyard. Storm water then exits the baseyard (with run-off from DA-2) at the lowest point of the property and enters into a headwall and drainpipe that leads to government property. Potential pollutants in this drainage area include: Sediment and other materials. Metals from material storage areas storage (i.e. metal plates, galvanized culvert pipe). Routine Runoff Generally, routine runoff from this drainage area may consist of dust and silt that may have been deposited from wind, or from vehicular traffic. These components may affect water quality parameters such as total suspended solids and turbidity and may result in floatables in storm water runoff. As is expected from areas with vehicle traffic, the potential for minor amounts of petroleum to enter runoff also exists. Non-Routine Runoff Non-routine runoff may be a result of storm water contact with materials, or failure of BMPs. Potential non-routine runoff may result from the following sources: Rubbish and litter Improper storage of materials (i.e. container deterioration, exposure to rain, no secondary containment) Storm Water Pollution Control Plan Page-8 November 2013

17 STORM WATER POLLUTION CONTROL PLAN - PEARL CITY BASEYARD SITE PLAN FIGURE 2-1

18 DRAINAGE AREA 4 DRAINAGE AREA 3 DRAINAGE AREA 1 DRAINAGE AREA 2 LEGEND: PROPERTY BOUNDARY (MARKED WITH FENCE) APPROX. AREA = 5.5 ACRES CONTOUR LINE EVACUATION ASSEMBLY AREA VIADUCT CONCRETE PILLAR DOWN SPOUT BMP FILTER BAGS APPROXIMATE EXTENT OF IMPERVIOUS AREA APPROXIMATE EXTENT OF DRAINAGE AREA 1 APPROXIMATE EXTENT OF DRAINAGE AREA 2 APPROXIMATE EXTENT OF DRAINAGE AREA 3 APPROXIMATE EXTENT OF DRAINAGE AREA 4 DIRECTION OF RUNOFF FLOW STORM WATER POLLUTION CONTROL PLAN - PEARL CITY BASEYARD DRAINAGE PLAN FIGURE 2-2

19 3.0 POLLUTION CONTROL STRATEGIES 3.1 General Operating Conditions The Pearl City Baseyard has been divided into nine functional areas: Salvage Equipment Storage Area Electrical Crew Storage Area Signs and Markings Crew Storage Area Pearl City Crew Vehicle and Equipment and Material and Bulk Storage Area Vehicle Parking and Administration Building Vehicle and Equipment Wash Rack Dewatering Facility Structures Crew Storage Area General and Oversized Material Storage Figures 3-1 to 3-9 present photographs of each functional area of the baseyard taken in their ideal operating condition. These photographs can be used for baseyard crews and inspection teams as a quick reference of how each functional area of the baseyard should appear. Deficiencies identified in the field should be corrected immediately to minimize the potential for pollution of storm water runoff. Storm Water Pollution Control Plan Page-11 November 2013

20 FIGURE 3-1: BASEYARD FUNCTIONAL AREAS SALVAGE EQUIPMENT STORAGE AREA Storm Water Pollution Control Plan Page-12 November 2013

21 FIGURE 3-2: BASEYARD FUNCTIONAL AREAS ELECTRICAL CREW STORAGE AREA Storm Water Pollution Control Plan Page-13 November 2013

22 FIGURE 3-3: BASEYARD FUNCTIONAL AREAS SIGNS AND MARKINGS CREW STORAGE AREA Storm Water Pollution Control Plan Page-14 November 2013

23 FIGURE 3-4: BASEYARD FUNCTIONAL AREAS PEARL CITY CREW VEHICLE AND EQUIPMENT AND MATERIAL AND BULK STORAGE AREA Storm Water Pollution Control Plan Page-15 November 2013

24 Storm Water Pollution Control Plan Page-16 November 2013

25 FIGURE 3-5: BASEYARD FUNCTIONAL AREAS VEHICLE PARKING AND ADMINISTRATION BUILDING Storm Water Pollution Control Plan Page-17 November 2013

26 FIGURE 3-6: BASEYARD FUNCTIONAL AREAS VEHICLE AND EQUIPMENT WASH RACK Storm Water Pollution Control Plan Page-18 November 2013

27 FIGURE 3-7: BASEYARD FUNCTIONAL AREAS DEWATERING FACILITY Storm Water Pollution Control Plan Page-19 November 2013

28 FIGURE 3-8: BASEYARD FUNCTIONAL AREAS STRUCTURES CREW STORAGE AREA Storm Water Pollution Control Plan Page-20 November 2013

29 FIGURE 3-9: BASEYARD FUNCTIONAL AREAS GENERAL AND OVERSIZED MATERIAL STORAGE Storm Water Pollution Control Plan Page-21 November 2013

30 3.2 Best Management Practices BMPs will be utilized at the baseyard in order to minimize and control potential pollutants from industrial activities. Figures 3-10 to 3-18 include a list of industrial activities associated with the baseyard and photos of BMPs that may be implemented at the Pearl City Baseyard; this list may not include all specific activities that are conducted. Storm Water Pollution Control Plan Page-22 November 2013

31 1. Baseyard Sweeping FIGURE 3-10: GOOD HOUSEKEEPING Sweep baseyard areas at least once per week and additionally as needed to remove accumulated sediment and debris and to prevent tracking. Potential Pollutant Sediment: Suspended Solids, Metals Rubbish*: Solids 2. Rubbish Disposal Keep rubbish in a covered container. Properly dispose of rubbish on a regular basis and before containers are overfilled. If waste bins are not feasible, ensure that waste stockpiles are covered and wastes are contained to prevent contact with storm water. Potential Pollutant Sediment: Suspended Solids, Metals Rubbish*: Solids 3. Storm Drainage Area Maintenance Inspect and clean the storm drains and areas around storm water drainage as needed and at least semi-annually. Remove and properly dispose of accumulated rubbish, vegetation, and sediment. Potential Pollutant Sediment: Suspended Solids, Metals Rubbish*: Solids, Nutrients (cut vegetation) *Note: potential pollutants contributed by rubbish will vary dependent upon the type of rubbish present. Storm Water Pollution Control Plan Page-23 November 2013

32 FIGURE 3-10: GOOD HOUSEKEEPING 4. Parking Lot Maintenance Clean any parking area oil stains that produce a sheen when wet. Potential Pollutant Vehicle Leaks: Oil, Gasoline, Diesel 5. Spill Kits Ensure that spill kits are located in easily accessible locations (i.e. main office) so that personnel can respond to spills. Replenish spill kits when used, or as needed. Ensure that spill materials are cleaned up following use and properly disposed. Potential Pollutant Various Storm Water Pollution Control Plan Page-24 November 2013

33 1. Motor Vehicle Servicing FIGURE 3-11: BASEYARD OPERATIONS Utilize a drip pan whenever adding oil or topping up fluids. Potential Pollutant Vehicle fluids: Oil, Gasoline, Diesel, Coolant, Hydraulic Fluid 2. Pesticide/Herbicide Usage Mix herbicides within secondary containment. Attempt to mix only the amount necessary for that day s activities. Store excess herbicide in secondary containment. Follow the HDOT Chemical Application Plan for herbicide usage guidelines. Potential Pollutant Pesticides and Herbicides 3. Painting Contain painting operations using tarps or berms so that drips will not be carried away in storm water runoff. Following painting activities, paint out brushes as much as possible. Then rinse into a containment device (i.e. bucket) and dispose of it properly. Note: ensure that paint is not cleaned out in the dirt, street, storm drain, or other drainage way. Potential Pollutant Paint Solvent: Volatile Organic Compounds Storm Water Pollution Control Plan Page-25 November 2013

34 4. Carpentry FIGURE 3-11: BASEYARD OPERATIONS Sweep sawdust following carpentry operations or at the end of each work day and dispose in a covered solid waste container. Potential Pollutant Shaping Wood: Sawdust Storm Water Pollution Control Plan Page-26 November 2013

35 1. Motor Vehicle Washing FIGURE 3-12: WASHING Wash all vehicles and equipment in the designated wash rack using approved soaps and degreasers. Prohibit washing personal vehicles at HDOT facilities. Ensure that containers and materials utilized for washing activities are properly stored or disposed following washing. Potential Pollutant Wash Water: Surfactants, Sediment, Fuel, Oils, Metals 2. Facility/Other Washing Ensure that all water utilized for washing activities is contained. Containment can include connecting to the sanitary sewer. DO NOT discharge wash-water into storm drains or onto the ground. Potential Pollutant Surfactants and other pollutants that may be on hands and other surfaces Storm Water Pollution Control Plan Page-27 November 2013

36 1. Equipment Fueling FIGURE 3-13: FUELING Inspect fuel cans, portable fuel tanks, and hoses for cracks and leaks prior to use. Store fuel containers within secondary containment. (i.e. flammable storage lockers). Ensure that fueling activities are conducted within secondary containment. Potential Pollutant Gasoline, Diesel Storm Water Pollution Control Plan Page-28 November 2013

37 FIGURE 3-14: VEHICLE AND EQUIPMENT STORAGE 1. Storing Inoperable Equipment for Disposal Remove fluids. Potential Pollutant Vehicle Fluids: Oil, Gasoline, Diesel, Coolant, Hydraulic Fluid Remove batteries. Potential Pollutant Battery: Lead, Sulfuric Acid Use a drip pan. Potential Pollutant Vehicle fluids: Oil, Gasoline, Diesel, Coolant, Hydraulic Fluid Storm Water Pollution Control Plan Page-29 November 2013

38 FIGURE 3-14: VEHICLE AND EQUIPMENT STORAGE 2. Parking (HDOT and Employee Vehicles) Inspect vehicles for leaks and use drip pans where necessary. Ensure that drip pan is not overfilled with leaking materials or storm water. Potential Pollutant Oil, Gasoline, Diesel, Coolant, Hydraulic Fluid, Metals, Sediment 3. Handheld Equipment Storage Store handheld equipment within drip pans or on absorbent pads when not in use. Potential Pollutant Equipment Leaks: Oil, Gasoline 4. Salvage Equipment Storage Store undercover in the designated area at the western end of the baseyard. Potential Pollutant Rusting Metal: Metals Storm Water Pollution Control Plan Page-30 November 2013

39 1. Material Storage FIGURE 3-15: MATERIAL STORAGE Store materials in compatible containers: Good condition (i.e. not rusting, leaking, or deteriorating); Not past the expiration date; Closed when not in use; and Properly labeled. Potential Pollutant Containers*: Oil; Herbicides; Paint; Solvent: VOCs Bulk: Metals Fluorescent Lamps: Mercury Store liquid materials under cover and within secondary containment. Potential Pollutant Containers*: Oil; Herbicides; Paint; Solvent: VOCs Store materials neatly in a covered area, away from drainage ways and downspouts. Store containers of materials on pallets to minimize contact with storm water runoff. Potential Pollutant Containers*: Oil; Herbicides; Paint; Solvent: VOCs. Bulk: Metals; Fluorescent Lamps: Mercury. *May vary dependent upon chemicals/materials stored on-site. Storm Water Pollution Control Plan Page-31 November 2013

40 2. Metal Storage FIGURE 3-15: MATERIAL STORAGE Store metals in covered area or with a tarp to prevent rusting. Use pallets or wood blocks to elevate materials off of the ground. Potential Pollutant Rusting Metal: Metals 3. Stockpile Storage Stockpiles should be contained (i.e. berms, jersey barriers. Note: Ensure that aggregate material does not go past the containment device. This may require regular sweeping. Potential Pollutant Sand, Dirt, Gravel: Solids and Fine Particles Asphalt / Cold Patch: Solids and Oils Storm Water Pollution Control Plan Page-32 November 2013

41 1. Waste Minimization FIGURE 3-16: WASTE MANAGEMENT Only purchase quantities of a product that can be used before expiration to prevent the generation of excess wastes. Attempt to use the entire product before disposal of the container. For herbicides, rinse the containers three times (3x) and use the mixture as you would the original product. When empty, place container in a covered solid waste bin. Potential Pollutant N/A 2. Managing Wastes Generated On-Site and Obtained from Highways Right-of-Ways Separate wastes into categories and do not mix: Solid waste (i.e. general rubbish) Potential Pollutant Rubbish*: Solids *Note: potential pollutants contributed by rubbish will vary dependent upon the type of rubbish present. Storm Water Pollution Control Plan Page-33 November 2013

42 FIGURE 3-16: WASTE MANAGEMENT Green waste and bulk items (i.e. vegetation removed, mattresses, tires) Potential Pollutant Green waste: Nutrients, Solids Bulk Items*: Solids, Rubber Hazardous waste (i.e. unknowns, oil based paints, and those meeting the definition in Code of Federal Regulations (CFR), Title 40, Part 261.3). Potential Pollutant Hazardous Waste*: Toxins Universal waste (i.e. fluorescent lights, batteries as defined in 40 CFR 273). Potential Pollutant Universal Waste (Lamps/Batteries): Mercury, Metals, Acids *Note: potential pollutants contributed by rubbish will vary dependent upon the type of rubbish present. Storm Water Pollution Control Plan Page-34 November 2013

43 FIGURE 3-16: WASTE MANAGEMENT Place wastes in designated covered and contained locations at the baseyard. Ensure that hazardous and universal wastes are placed within secondary containment and transported to Keehi Baseyard for disposal as soon as possible. Storm Water Pollution Control Plan Page-35 November 2013

44 1. Vehicle Wash Rack FIGURE 3-17: STRUCTURAL BMPS Perform routine maintenance of wash rack system to ensure proper functioning. Remove accumulated sediment and debris. Dispose of removed debris properly. Ensure that wash water is directed to the correct location. While washing move grate toward filter bed. Following washing put grate on sump inlet side. Ensure no standing water remains. Potential Pollutant Surfactants, Sediment, Diesel, Gasoline, Oils, Metals Storm Water Pollution Control Plan Page-36 November 2013

45 FIGURE 3-17: STRUCTURAL BMPS Ensure that trench drain is regularly cleaned. Ensure that wash rack equipment is in good condition (i.e. not rusting or leaking). Potential Pollutant Surfactants, Sediment, Diesel, Gasoline, Oils, Metals 2. Retention Basin Ensure that berms are in good condition. (i.e. no rips) Ensure that accumulated sediments are removed when they fill 2/3 of the containment area. Potential Pollutant Off-site storm water: Sediment Storm Water Pollution Control Plan Page-37 November 2013

46 FIGURE 3-17: STRUCTURAL BMPS 3. Storm Water Diversion Drainage Way Ensure that fiber rolls are in good condition. Ensure that erosion is not occurring around the constructed drainage way. Remove accumulated sediment. Potential Pollutant Off-site storm water: Sediment 4. Downspout Berms Berms are placed to minimize the discharge of pollutants from the highway onto the baseyard. Ensure that accumulated debris is cleared out and berms are in good condition. Potential Pollutant Off-site storm water: Sediment, cigarette butts, metals, oils, and fuels 5. Dewatering Facility Follow the Pearl City Dewatering Facility Operations and Maintenance Manual to ensure proper operation. Ensure that all discharges are contained within the Dewatering Facility. Potential Pollutant Discharged Material: Sediment, metals, oils, other Storm Water Pollution Control Plan Page-38 November 2013

47 4.0 SPILL PREVENTION AND RESPONSE Spills of materials used and stored at the Pearl City Baseyard can contaminate storm water runoff. The baseyard has not had any significant leaks or spills of toxic or hazardous pollutants, nor has there been any discharge of storm water that has resulted in the discharge of a reportable quantity within the past five years. However, the guidelines outlined in the checklist below (Table 4-1) are intended to provide procedures to follow in the event a spill does occur. Table 4-2 includes a listing of pertinent contact numbers that may be necessary if a spill were to occur. The Spill Response Documentation Form provided in Table 4-3 should be used to document spills and associated response action for releases in excess of the reportable quantity threshold (25 gallons or more). Copies of completed Spill Response Documentation Forms shall be kept in the Pearl City Baseyard SWPCP binder and with the District EMS Head. The Pearl City Baseyard Supervisor is responsible for implementing the Spill Prevention and Response Plan. Note these guidelines should be implemented for spills within the baseyard area as well as those that occur during maintenance work on the state highways. Storm Water Pollution Control Plan Page-39 November 2013

48 1 Stop work. TABLE 4-1: SPILL RESPONSE PROCEDURE SPILL RESPONSE PROCEDURE 2 Assess the situation: Source of Release (Stop the source of the spill, if it can be done safely) Notify Others. Call 911 if an emergency situation occurs. Inform the Baseyard Supervisor of all spills. Type of Material Spilled and Associated Hazards. If the material is flammable, ensure that all sources of ignition are removed (i.e. turn off vehicles, prohibit smoking, evacuate unnecessary personnel) Evacuate unnecessary personnel if there is potential for fire, explosion, or other Location of Release. (i.e. HDOT right of way? pavement vs. soil?) Total Amount and Rate of Release. Potential for Surface Water Impacts. Deploy BMPs to protect storm drains and other surface water bodies. 3 Can the spill be cleaned up with baseyard staff and supplies? If yes continue to Step 4. If no skip to Step Assign personnel to clean the spill and don appropriate personal protective equipment. 5 Remove any incompatible materials from the area. This may include prohibiting smoking and the starting of vehicle engines. 6 Begin spill clean-up efforts by ensuring that the source of the spill has been stopped. This may include closing valves, repairing equipment, or plugging holes. 7 Confine the spill perimeter using absorbent material such as clay granules, sand, and/or soil. Ensure that drainage ways are blocked. 8 Clean the remainder of the spill using absorbent material and a broom or vacuum. *Important: Never use a water source for cleaning unless the water is contained. 9 Dispose of cleaning materials and personal protective equipment properly. Skip to Step Evacuate all personnel from the spill vicinity and move to the evacuation assembly area near the Pearl City Baseyard sign on 2 nd Street. See Figure 2-1 for location. 11 Call the H3 Tunnel Dispatch and the Spill Response Contractor from Table Take note of spill clean-up action performed by the Spill Response Contractor. 13 Notify the appropriate authorities from Table The Emergency Coordinator completes Table 4-3, Spill Response Documentation Form. Storm Water Pollution Control Plan Page-40 November 2013

49 TABLE 4-2: EMERGENCY SPILL CONTACT INFORMATION Note: The reportable quantity for oil and fuel products is a spill of 25 gallons or more, a spill not cleaned within 72 hours, or a spill that threatens ground or surface waters. Notification of the National Response Center (NRC) is NOT required for releases of oil or releases of trichloropropane only notification of State and County agencies are required for these substances. Contact Emergency (Medical Assistance, Fire Department, Police Department) If there is an emergency or life-threatening situation, 911 should be called first. Baseyard Supervisor The Baseyard Supervisor or designee should be notified of all spills so that they can contact the EC. District EMS Head, Emergency Coordinator (EC) The District EMS Head or designee should be notified of all spills so that they can act as the EC for response efforts, which includes coordinating clean-up response, notifying the appropriate parties, and completing relevant forms. H3 TOC The H3 Tunnel dispatch office should be notified immediately of all spills so that they can assist the EC in response and notify other entities, if required. HWY-CE HWY-CE should be notified of all spills or releases that occur in order to assist in spill response as well as for record keeping purposes. Spill Response Contractor The current spill response contractor (Pacific Commercial Services) should be notified for assistance when a spill is beyond the baseyard s capacity for removal or to dispose of spent absorbents. National Response Center (NRC) The EC should call the NRC to report any spill of hazardous materials of a reportable quantity. The NRC will notify the appropriate Federal On-Scene Coordinator (Environmental Protection Agency - EPA) and various state agencies. [Note: Notification of the NRC is NOT required for releases of oil or releases of trichloropropane only notification of State/County agencies are required for these substances.] Telephone Number 911 (808) or (808) (808) or (808) (808) (808) (808) (800) Storm Water Pollution Control Plan Page-41 November 2013

50 Contact DOH Hazard Evaluation and Emergency Response (HEER) Office (Oahu) The EC should notify the HEER office of any chemical spill of a reportable quantity. [Note: Reportable quantity for oil and fuel products is a spill of 25 gallons or more, a spill not cleaned within 72 hours, or a spill that threatens ground or surface waters.] A written notification must also be submitted no later than thirty (30) days after the initial release. DOH Clean Water Branch (CWB) (Oahu) The EC should notify the CWB of any spills of any chemical of a reportable quantity immediately by telephone. A written notification must also be submitted no later than thirty (30) days after the initial release. U.S. Coast Guard Marine Safety Office (Oahu) The U.S. Coast Guard should be notified of any quantity spill that reaches the ocean. Local Emergency Planning Committee (LEPC) The EC should notify the LEPC of any reportable quantity spill. After business hours, leave a message including name, phone number, time of spill, what was spilled, and quantity of spill. Telephone Number (808) (808) (after hours) (808) (808) (808) Storm Water Pollution Control Plan Page-42 November 2013

51 TABLE 4-3: SPILL RESPONSE DOCUMENTATION FORM Date of Incident: Time: Reported by: Location of Incident: Description of Incident: Nature of Release (Paint, herbicide, oil/grease, concrete, etc.): Cause/Source of Release: Quantity of Release: Immediate response measures taken: Regulatory Agency Notifications: Copies of the completed Spill Response Documentation Form shall be kept in the Pearl City Baseyard SWPCP binder and with the EMS Section Head Storm Water Pollution Control Plan Page-43 November 2013

52 5.0 REFERENCES The City & County of Honolulu, Department of Environmental Services. May Best Management Practices Manual for Construction Sites in Honolulu. State of Hawaii, Department of Health. August Hawaii Administrative Rules, Chapters State of Hawaii, Department of Health. October Hawaii Administrative Rules, Chapters Appendix A. State of Hawaii, Department of Health. October Hawaii Administrative Rules, Chapters Appendix B. State of Hawaii, Department of Transportation, Highways Division. February Environmental Management System Manual. State of Hawaii, Department of Transportation, Highways Division. October 28, National Pollutant Discharge Elimination System, Permit Number HI S000001, expires September 26, State of Hawaii, Department of Transportation, Construction Best Management Practices Field Manual, January State of Hawaii, Department of Transportation, Highways Division. March Oahu Storm Water Management Program Plan. State of Hawaii, Department of Transportation, Highways Division. March Pearl City Dewatering Bed Facility Operations and Maintenance Manual. Storm Water Pollution Control Plan Page-44 November 2013

53 APPENDIX A BASEYARD SWPCP INSPECTION CHECKLIST

54 BASEYARD SWPCP INSPECTION CHECKLIST Facility Name: Pearl City Baseyard, Highways Division, Department of Transportation Inspector s Name & Title: Date & Time of Inspection: Weather: Raining Cloudy Sunny Rain in 24 hrs? Yes No ISSUE BEING EVALUATED YES NO N/A COMMENTS DOCUMENTATION Is the SWPCP onsite? Are the inspection reports onsite? Is the employee training documented? Have any spills been documented? GOOD HOUSEKEEPING Have the paved areas been swept to remove accumulated sediment and debris? Are the rubbish bins covered? Are the wastes disposed of on a regular basis (not overflowing the containment area or bins)? Are the drainage areas (culvert, diversion channel, downspouts) clear of debris? Are there any oil stains present that produce a sheen when wet? Are spill kits available and fully stocked? Are spent spill materials properly disposed of? Other: Page 1

55 ISSUE BEING EVALUATED YES NO N/A COMMENTS BASEYARD OPERATIONS Are drip pans utilized when conducting minor maintenance? Are saw dust and metal shavings swept following carpentry or metal work? Are herbicides mixed within secondary containment? Are herbicides used properly (sparingly in small areas and not before a rain event)? Are excess herbicides stored in secondary containment? Are herbicide containers triple rinsed prior to disposal? Is containment utilized during painting activities? Is painting equipment properly cleaned? Other: WASHING Are all vehicles and equipment washed at the wash rack? Are washing materials properly cleaned or disposed following use? Are all non-storm water sources properly contained? Other: FUELING Are fueling activities conducted within secondary containment? Are portable containers, fuel cans, and hoses checked for cracks and leaks prior to use? Are all fuel containers stored within secondary containment? Other: Page 2

56 ISSUE BEING EVALUATED YES NO N/A COMMENTS VEHICLE AND EQUIPMENT STORAGE Has salvage equipment been stored properly (i.e. fluids and batteries removed, under cover)? Are HDOT vehicles and equipment inspected for leaks and drip pans utilized where necessary? Are drip pans in good condition and not overfilled? Is handheld equipment stored in secondary containment or on absorbent pads? Other: MATERIAL STORAGE Are Safety Data Sheets (SDS) available and upto-date? Are material containers in good condition (i.e. not rusting, leaking, or otherwise deteriorating) and closed when not in use? Are material containers properly labeled and not passed the expiration date? Are materials stored in a covered area away from drainage ways and downspouts? Are containers stored on pallets to minimize contact with storm water runoff? Are liquid materials stored within secondary containment? Are metal pieces stored under cover where they will not be in contact with storm water? Are stockpiles properly contained? Other: WASTE MANAGEMENT Are only necessary quantities of materials purchased and stored on-site? Have wastes been appropriately separated and stored? Have all hazardous and universal wastes been moved to the Keehi storage area? Other: Page 3

57 ISSUE BEING EVALUATED YES NO N/A COMMENTS STRUCTURAL BMPS Is the wash rack properly maintained (i.e. sump clear, and equipment in good condition)? Is the dewatering facility properly maintained (i.e. wastewater contained, bed draining)? Is the retention basin properly maintained (i.e. berms in good condition and excess sediment removed)? Is the diversion drainage way properly maintained (i.e. barriers are in good condition and excess sediment removed)? Are the downspout berms properly maintained (i.e. berms are in good condition and excess sediment and debris removed)? Is the Pearl City Dewatering Bed Facility O&M Manual being followed to ensure proper operation? Are all discharges contained within the dewatering facility? Other: SWPCP Has the annual SWPCP review been conducted? Are there any necessary changes to the SWPCP? If yes, is site specific SWPCP revised and distributed? Is the revised SWPCP sent to DOH? Is annual SWPCP training current? Has the annual storm water monitoring been conducted? Page 4

58 As a result of the site inspection, are there any additional best management practices recommended? If so, describe the recommendation. SIGNED: Page 5

59 APPENDIX B STORM WATER MONITORING PLAN

60 STORM WATER MONIITORIING PLAN PEARL CITY BASEYARD State of Hawaii Department of Transportation Highways Division Version 1.0 November 2013

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62 Section TABLE OF CONTENTS 1.0 SCOPE AND APPLICATION... 1 Page 1.1 REPRESENTATIVE STORM EVENT REPORTING MONITORING LOCATIONS STORM WATER SAMPLE COLLECTION LOCATION VISUAL INSPECTION LOCATION MONITORING PARAMETERS VISUAL INSPECTION STORM WATER ANALYSIS SAMPLE COLLECTION PREPARATION EQUIPMENT, SUPPLIES, AND PERSONAL PROTECTIVE EQUIPMENT SAMPLE CONTAINERS SAMPLING PROCEDURES STORM WATER SAMPLE COLLECTION SUMMARY COLLECTION TIME EQUIPMENT CALIBRATION ASSEMBLE PERSONNEL AND EQUIPMENT FIELD MEASUREMENTS ph and Temperature Dissolved Oxygen COMPLETING SAMPLE EVENT Chain of Custody HAZARDS AND PRECAUTIONS SAFETY HAZARDS ENVIRONMENTAL HAZARDS LIST OF TABLES TABLE 3-1: PEARL CITY BASEYARD MONITORING PARAMETERS... 5 TABLE 4-1: EQUIPMENT, SUPPLIES, AND PERSONNEL PROTECTIVE EQUIPMENT... 6 LIST OF FIGURES FIGURE 2-1: STORM WATER MONITORING LOCATION... 3 FIGURE 5-1: EXAMPLE CHAIN OF CUSTODY APPENDIX A APPENDIX B APPENDIX C APPENDIX D LIST OF APPENDICES DISCHARGE MONITORING REPORT SAMPLING CHECKLIST PH AND TEMPERATURE PEN OPERATING MANUAL DISSOLVED OXYGEN METER USER S GUIDE Storm Water Monitoring Plan TOC-i November 2013 Pearl City Baseyard Version 1.0

63 LIST OF ACRONYMS Acronym BMP Meaning Best Management Practice C degrees Celsius COC Chain of Custody DA DOH DMR GPM HAR HCl HDOT HWY-O mg/l µg/l NH 4 NPDES NTU QA/QC SWPCP PPT Drainage Area Department of Health Discharge Monitoring Report Gallon Per Minute Hawaii Administrative Rules Hydrochloric Acid State of Hawaii, Department of Transportation Highways Division, Oahu District milligrams per liter micrograms per liter ammonium National Pollutant Discharge Elimination System nephelometric turbidity units Quality Assurance / Quality Control Storm Water Pollution Control Plan parts per trillion Storm Water Monitoring Plan TOC-ii November 2013 Pearl City Baseyard Version 1.0

64 1.0 SCOPE AND APPLICATION This monitoring plan will describe the sampling methods and procedures to be utilized when collecting storm water samples at the State of Hawaii, Department of Transportation (HDOT), Highways Division, Pearl City Baseyard. In addition to storm water sample collection and analysis, visual inspection of storm water runoff, receiving state waters, best management practices (BMPs), and control measures will be conducted as described in Section 3.1. Storm water monitoring is required for industrial facilities, such as the Pearl City Baseyard, by the Hawaii Administrative Rules (HAR) 11-55, Appendix B and is also detailed in the Highways National Pollutant Discharge Elimination System (NPDES) Permit No. HI S Part E. 1.1 Representative Storm Event One sample should be collected from the sample collection point at least once per calendar year during a representative storm event. Visual inspection of water quality criteria should occur each time a storm water sample is collected. In accordance with HAR , a representative storm event is defined as rainfall that accumulates more than 0.1 inches of rain and occurs at least 72 hours after the previous measurable rain event of greater than 0.1 inches. The National Weather Service forecasts can be used as a planning tool for gauging storm events and the automated storm water sampler s rain gauge data will be used to verify storm event validity. 1.2 Reporting HDOT, Highways Division must report the results of sampling efforts to the Department of Health using the Discharge Monitoring Report (DMR) form in Appendix A. Results shall be reported within 30 days of sample collection. In addition to the DMR, the laboratory reporting sheets for the sample with Quality Assurance / Quality Control (QA/QC) data, flow calculations, the start and end time of the monitored storm event, and the duration between the last storm event of 0.1 inch or more shall be included in the submittal. If there was no discharge for that monitoring year, the DMR shall be completed and submitted indicating such. Completed DMRs shall be submitted to the address below and a copy will be retained for a period of five years at the HDOT, Highways Division, Oahu District (HWY-O) Office: Director of Health Clean Water Branch Environmental Management Division State Department of Health P.O. Box 3378 Honolulu, HI Violations of the effluent limitations listed in Table 3-1 or of the basic water quality criteria described in Section 3.3 must be reported in accordance with HAR Appendix B, Section 10 (c). Briefly, the violation must be orally reported to the Department of Health (DOH) Clean Water Branch as soon as the violation is identified and a written report must be provided within five days. In the event of a violation, the Storm Water Pollution Control Plan (SWPCP) for the Pearl City Baseyard will be reviewed to determine if additional BMPs can be implemented to reduce pollutants associated with that parameter. Storm Water Monitoring Plan Page-1 November 2013 Pearl City Baseyard Version 1.0

65 2.0 MONITORING LOCATIONS 2.1 Storm Water Sample Collection Location The Pearl City Baseyard has four drainage areas (DAs), two of which (DA-2 and DA-3) discharge into one sampling location, PC-1, located on the southern, central portion of the baseyard near where discharge occurs to a drainage headwall off of the property (Figure 2-1). This location was selected because the majority of the storm water from the baseyard areas sheet flows through this area prior to discharge from the site. Sample point PC-1 was selected because it receives storm water runoff from the area that would potentially be impacted by wash rack operations, the dewatering facility, and it would also receive contaminants from any uncontrolled spill in or around the vehicle, equipment, material, and bulk storage areas. 2.2 Visual Inspection Location As described in Section 3.1, visual inspection of storm water runoff, receiving state waters, BMPs, and control measures is required to ensure basic water quality criteria are not violated. Visual inspection of storm water runoff will be completed at the storm water sample point PC-1 at the time of sample collection (Figure 2-1). Because storm water from the Pearl City Baseyard discharges to a large field prior to reaching state waters, a clear inspection point at the receiving water is difficult to define. Therefore, rather than inspecting the state receiving water, final inspection of the storm water discharge will occur at sample point PC-1, which is located at the point where the discharge leaves the baseyard. Observations made at sample point PC-1 will be assumed to be representative of discharge conditions as received by the state waters. Storm Water Monitoring Plan Page-2 November 2013 Pearl City Baseyard Version 1.0

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67 3.0 MONITORING PARAMETERS 3.1 Visual Inspection Visual inspections of the storm water runoff, control measures, and BMPs will be completed as part of the storm water monitoring program to detect conditions which may cause violations of the basic water quality criteria. The storm water leaving the Pearl City Baseyard flows through a headwall and is discharged to a large field located south of the property where it eventually discharges to the East Loch of the Pearl Harbor Estuary. Storm water discharge will be inspected for the following characteristics: Turbidity Color Floating oil and grease Floating debris and scum Materials that will settle Substances that will produce taste in the water or detectable off-flavor in fish Items that may be toxic or harmful to human or other life Baseyard BMPs and control measures (e.g., storm drain filters) will be inspected to identify maintenance needs, signs of failure, or opportunities for improvement. 3.2 Storm Water Analysis Storm water runoff will be sampled and tested for the parameters listed in Table 3-1 to ensure that industrial activities are not impacting the receiving water. If monitoring results indicate that the discharge limit has been equaled or exceeded, the SWPCP will be reviewed to determine if additional BMPs can be implemented to reduce pollutants associated with that parameter. Storm Water Monitoring Plan Page-4 November 2013 Pearl City Baseyard Version 1.0

68 TABLE 3-1: PEARL CITY BASEYARD MONITORING PARAMETERS Parameter (unit) Sample Type Test Method Reporting Limit/ Detection Limit Discharge Limit 1 Flow (gallons per day) Calculate / Estimate Calculate / Estimate NA NA 5 Biochemical Oxygen Demand (5-Day) (mg/l) Composite SM 5210B 2.0 / 0.2 NA 5 Chemical Oxygen Demand (mg/l) Composite E / 10 NA 5 Total Suspended Solids (mg/l) Composite SM 2540D 10 / 5.0 NA 5 Total Phosphorus (mg/l) Composite E / NA NA 5 Total Kjeldahl Nitrogen Composite E / NA NA 5 Nitrate + Nitrite (mg/l) Composite E / NA 5 Ammonia Nitrogen (mg/l) Composite SM 4500-NH3 D 1.0 / 0.2 NA 5 Total Nitrogen (mg/l) Composite Calculation NA NA 5 Cadmium (µg/l) 2 Composite E / Chromium VI (µg/l) 2 Composite E / Lead (µg/l) 2 Composite E / Oil and Grease (mg/l) Grab E1664A 5.0 / ph (unit) 3, 4 Grab E / NA Turbidity (NTU) Grab SM 2130B 0.1 / NA NA 5 Dissolved Oxygen (mg/l) 4 Grab E / NA NA 5 Oxygen Saturation (%) Grab Calculation NA NA 5 Temperature ( o C) 3, 4 Grab E170.1 NA NA 5 Salinity (ppt) Grab SM 2520B 0.1 / NA NA 5 Benzene (µg/l) Grab E / ,800 Toluene (µg/l) Grab E / ,800 Notes: All parameters will be monitored annually. 1 Discharge limits applied for locations where the receiving water is considered inland or fresh water. 2 The total recoverable portion of all metals will be tested. 3 Ensure that parameter is measured within 15 minutes of obtaining grab sample. 4 Analysis will be performed in the field. 5 No limitation at this time. Only monitoring and reporting on the DMR is required. Storm Water Monitoring Plan Page-5 November 2013 Pearl City Baseyard Version 1.0

69 4.0 SAMPLE COLLECTION PREPARATION Storm water sample collection at the Pearl City Baseyard will be performed using an automated storm water sampler from Teledyne ISCO (see Section 5). Although storm water sample collection will be performed by the automated sampler, sample pickup and delivery to the laboratory will need to be performed by personnel. The automated sampler will be configured to issue a text message alert to designated staff when storm conditions are met and when sample collection has begun. Therefore, the following equipment and materials should be prepared and readily available to respond to a sampling event. The checklist provided in Appendix B may also be followed. 4.1 Equipment, Supplies, and Personal Protective Equipment TABLE 4-1: EQUIPMENT, SUPPLIES, AND PERSONNEL PROTECTIVE EQUIPMENT Water Quality Meter for ph, Field Notebook and Steel Toe Boots temperature, and D.O. Chain of Custody (COC) Forms Disposable Cups (16 oz) Marking Pen (Permanent) Hard Hat Sample Cooler Disposable Nitrile Gloves Safety Glasses Blue Ice or Wet Ice Paper Towels First Aid Kit Reflective Safety Vest Safety Cones Eyewash Solution 4.2 Sample Containers The automated sampler will be configured with all necessary sample containers to collect the storm water sample. After successful sample collection and delivery for analysis, the laboratory will be responsible for cleaning sample containers for reuse. Personnel will need to coordinate with the laboratory to pick up replacement sample containers prior to reconfiguring the automated sampler for collection of the next sample. Use the following laboratory contact information: TestAmerica Honolulu 1946 Young Street, Suite 400A Honolulu, HI Phone: (808) Fax: (808) Storm Water Monitoring Plan Page-6 November 2013 Pearl City Baseyard Version 1.0

70 5.0 SAMPLING PROCEDURES This section provides an overview of the automated sampler configuration and sample collection process. 5.1 Storm Water Sample Collection Summary Storm water samples will be collected using a Teledyne ISCO automated storm water sampler with integrated rain gauge. The system will be positioned at the respective sampling location and a weir box will be constructed to facilitate storm water collection. The sampler will be outfitted with Teflon intake tubing to maintain integrity of oil and grease analysis and will be configured to commence sampling within 15 minutes of storm water runoff. The automated sampler will be configured to only commence sampling if rainfall has not exceeded 0.1 inches in the previous 72 hours. Total rainfall will be measured and automatically logged by the integrated rain gauge and the sample will only be retained if rainfall for the sampling event meets the minimum criteria of a representative storm event (0.1 inches). The automated sampler will also log critical storm event information including the start and stop times for rainfall. The automated sampler will be configured to collect the oil and grease and volatile organic compound sample aliquot immediately as a grab sample. The automated sampler will then begin collecting samples for the remaining analyses by collecting one sample during the first 15 minutes of the discharge and at 15-minute intervals thereafter for the duration of the discharge. If the discharge lasts over one hour, the sample collection will stop. If the discharge stops after only one sample has been collected the sample will be analyzed as a grab sample. If two or more samples were collected the sample shall be combined proportionally in the laboratory to make a composite sample. The automated sampler will send a text message to alert the designated personnel of the storm event and that sample collection has been initiated. The sampling personnel will travel to the baseyard to collect the samples from the automated sampler and collect the field measurements of ph, temperature, and dissolved oxygen. The ph and temperature shall be analyzed in the field as grab samples within 15 minutes of storm water discharge and will be recorded in the field logbook. Dissolved oxygen will also be measured in the field as a grab sample. See Section 5.5 for further discussion of field measurements. 5.2 Collection Time Due to the required laboratory holding times, the automated sampler will be configured to only initiate sample collection from Monday through Thursday, 11am. Consideration should also be made to ensure that samples are not collected on a day prior to a holiday. Sample collection will begin within the first 15 minutes of storm water discharge from the sample location. 5.3 Equipment Calibration Ensure that all equipment, such as the ph and temperature probe, and the dissolved oxygen meter, is calibrated prior to sampling efforts by following the manufacturer s instructions Storm Water Monitoring Plan Page-7 November 2013 Pearl City Baseyard Version 1.0

71 (Appendix C and D). Calibrate the equipment as soon as the first alert is received from the automated sampler. Appropriate calibration logs will be maintained. 5.4 Assemble Personnel and Equipment 1. Upon receiving notification from the automated sampler that sampling conditions have been met, assemble at the sampling site. 2. Record observations in the field notebook: a. Date and time of arrival onsite; b. Names of sampling personnel present; c. Time that rainfall began; and d. Other observations about the discharge such as color, odor, clarity, floating solids, settled solids, suspended solids, foam, oil sheen, or other obvious indicators of storm water pollution. 5.5 Field Measurements The analysis for ph and temperature must be conducted within 15 minutes of sample collection. Dissolved oxygen must also be analyzed as soon as possible. Therefore, the following procedures should be followed to analyze these constituents in the field ph and Temperature 1. Fill the disposable cup with storm water from the first sample bottle (grab sample) in the automated sampler. Only use as much water as is necessary to get a reading. 2. Turn on the water quality meter and set it in the cup. 3. Immediately record the temperature in the field notebook. 4. Allow ph to stabilize (i.e. stay on a consistent number for a period of time). 5. Record the ph measurement in the field notebook Dissolved Oxygen 1. Use the storm water in the disposable cup from the ph reading. 2. Turn on the water quality meter and select the desired units of measure by pressing and holding the MODE/HOLD button until the proper units are shown in the display. 3. Remove the electrode cover and place the electrode in the sample to be measured. 4. Stir the electrode in the sample to remove any trapped air bubbles from the membrane surface. 5. Do not submerse the electrode to the point that the sample liquid reaches the meter s electrode collar. 6. Allow the meter time to settle to the final dissolved oxygen measurement value. Stabilization time can vary from 10 seconds to 5 minutes. 7. Record the dissolved oxygen value in the field notebook. Storm Water Monitoring Plan Page-8 November 2013 Pearl City Baseyard Version 1.0

72 5.6 Completing Sample Event 1. Record the time that sampling activities are completed. 2. Record the time that the rainfall stops and/or time of departure from the site. 3. Fill out the COC form (see 5.6.1). 4. Deliver to the laboratory Chain of Custody The COC is the document that must accompany any sample that is sent to a laboratory for analysis. The COC is a way to ensure the integrity of samples from the moment they are collected until they reach the laboratory for analysis. Therefore, whenever custody of the samples collected is passed to another individual, that individual must sign for receipt. The COC also details information the laboratory will use to analyze the sample. An example is provided in Figure 5-1 and blank forms will be provided by the lab. Storm Water Monitoring Plan Page-9 November 2013 Pearl City Baseyard Version 1.0

73 FIGURE 5-1: EXAMPLE CHAIN OF CUSTODY Storm Water Monitoring Plan Page-10 November 2013 Pearl City Baseyard Version 1.0

74 6.0 HAZARDS AND PRECAUTIONS The following sections provide a summary of safety and environmental hazards or concerns. 6.1 Safety Hazards Typical safety hazards that can lead to injury and illness of personnel can include but are not limited to: General physical injury as a result of strenuous field work, which may include: o Back strains and hand injuries resulting from loading and unloading of sample coolers. o Trips and falls from uneven ground. Hazards posed by weather conditions such as flooding, lightning, and landslides. Ensure that all safety precautions are followed during the sampling activities: Ensure that full coolers are lifted by two people, if applicable. Ensure that rests are taken to prevent back injury during sample collection. Wear steel toed boots and safety vests to prevent falls and increase visibility to traffic. Place safety cones around the sampling area to divert traffic away from samplers. Ensure that all personnel wear nitrile gloves during sample collection to prevent chemical injury. Never risk the safety of the sampler to conduct a sampling event. Consult the local weather and news reports to determine whether hazardous conditions may exist such as landslides or floods. 6.2 Environmental Hazards Special care should be made to minimize the potential of contaminating storm water runoff with any materials used during sample collection. Storm Water Monitoring Plan Page-11 November 2013 Pearl City Baseyard Version 1.0

75 APPENDIX A DISCHARGE MONITORING REPORT

76 PERMITTEE NAME/ADDRESS (Include Facility Name/Location if Different) NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) DISCHARGE MONITORING REPORT (DMR) Form Approved. NAME Department of Transportation, Highways Division OMB No ADDRESS 727 Kakoi Street Honolulu, Hawaii HI S PERMIT NUMBER PC-1 DISCHARGE NUMBER FACILITY Pearl City Baseyard LOCATION 820 2nd Street Pearl City, Hawaii MONITORING PERIOD YEAR MO DAY YEAR MO DAY FROM TO NOTE: Read instructions before completing this form. PARAMETER Estimated Flow Rate Biochemical Oxygen Demand Chemical Oxygen Demand Total Suspended Solids Total Phosphorus Total Nitrogen Nitrate + Nitrite QUANTITY OR LOADING QUALITY OR CONCENTRATION NO. AVERAGE MAXIMUM UNITS MINIMUM AVERAGE MAXIMUM UNITS EX FREQUENCY OF ANALYSIS SAMPLE MEASUREMENT gal/day 1/365 Calc PERMIT REQUIREMENT Report SAMPLE MEASUREMENT mg/l 1/365 Comp. PERMIT REQUIREMENT Report SAMPLE MEASUREMENT mg/l 1/365 Comp. PERMIT REQUIREMENT Report SAMPLE MEASUREMENT mg/l 1/365 Comp. PERMIT REQUIREMENT Report SAMPLE MEASUREMENT mg/l 1/365 Comp. PERMIT REQUIREMENT Report SAMPLE MEASUREMENT mg/l 1/365 Comp. PERMIT REQUIREMENT Report SAMPLE MEASUREMENT mg/l 1/365 Comp. PERMIT REQUIREMENT Report SAMPLE TYPE NAME/TITLE PRINCIPAL EXECUTIVE OFFICER Pratt Kinimaka District Engineer, HWY-O TYPED OR PRINTED COMMENTS AND EXPLANATION OF ANY VIOLATIONS (Reference all attachments here) I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. SIGNATURE OF PRINCIPAL EXECUTIVE OFFICER OR AUTHORIZED AGENT AREA CODE TELEPHONE DATE NUMBER YEAR MO DAY EPA Form (Rev. 3/99) Previous editions may be used. PAGE 1 OF 4

77 PERMITTEE NAME/ADDRESS (Include Facility Name/Location if Different) NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) DISCHARGE MONITORING REPORT (DMR) Form Approved. NAME Department of Transportation, Highways Division OMB No ADDRESS 727 Kakoi Street Honolulu, Hawaii HI S PERMIT NUMBER PC-1 DISCHARGE NUMBER FACILITY Pearl City Baseyard LOCATION 820 2nd Street Pearl City, Hawaii MONITORING PERIOD YEAR MO DAY YEAR MO DAY FROM TO NOTE: Read instructions before completing this form. Ammonia Nitrogen Cadmium Chromium VI Lead Oil and Grease ph Turbidity PARAMETER QUANTITY OR LOADING QUALITY OR CONCENTRATION NO. AVERAGE MAXIMUM UNITS MINIMUM AVERAGE MAXIMUM UNITS EX FREQUENCY OF ANALYSIS SAMPLE MEASUREMENT µg/l 1/365 Comp. PERMIT REQUIREMENT Report SAMPLE MEASUREMENT µg/l 1/365 Comp. PERMIT 3.0 REQUIREMENT SAMPLE MEASUREMENT µg/l 1/365 Comp. PERMIT 16.0 REQUIREMENT SAMPLE MEASUREMENT µg/l 1/365 Comp. PERMIT 29.0 REQUIREMENT SAMPLE MEASUREMENT mg/l 1/365 Grab PERMIT 15.0 REQUIREMENT SAMPLE MEASUREMENT ph Units 1/365 Grab PERMIT REQUIREMENT SAMPLE MEASUREMENT NTU 1/365 Grab PERMIT REQUIREMENT Report SAMPLE TYPE NAME/TITLE PRINCIPAL EXECUTIVE OFFICER Pratt Kinimaka District Engineer, HWY-O TYPED OR PRINTED COMMENTS AND EXPLANATION OF ANY VIOLATIONS (Reference all attachments here) I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. SIGNATURE OF PRINCIPAL EXECUTIVE OFFICER OR AUTHORIZED AGENT AREA CODE TELEPHONE DATE NUMBER YEAR MO DAY EPA Form (Rev. 3/99) Previous editions may be used. PAGE 2 OF 4

78 PERMITTEE NAME/ADDRESS (Include Facility Name/Location if Different) NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) DISCHARGE MONITORING REPORT (DMR) Form Approved. NAME Department of Transportation, Highways Division OMB No ADDRESS 727 Kakoi Street Honolulu, Hawaii HI S PERMIT NUMBER PC-1 DISCHARGE NUMBER FACILITY Pearl City Baseyard LOCATION 820 2nd Street Pearl City, Hawaii MONITORING PERIOD YEAR MO DAY YEAR MO DAY FROM TO NOTE: Read instructions before completing this form. Dissolved Oxygen Oxygen Saturation Temperature Salinity Benzene Toluene Ethylbenzene PARAMETER QUANTITY OR LOADING QUALITY OR CONCENTRATION NO. AVERAGE MAXIMUM UNITS MINIMUM AVERAGE MAXIMUM UNITS EX FREQUENCY OF ANALYSIS SAMPLE MEASUREMENT mg/l 1/365 Grab PERMIT REQUIREMENT Report SAMPLE MEASUREMENT % 1/365 Grab PERMIT REQUIREMENT Report SAMPLE MEASUREMENT C 1/365 Grab PERMIT REQUIREMENT Report SAMPLE MEASUREMENT ppt 1/365 Grab PERMIT REQUIREMENT Report SAMPLE MEASUREMENT µg/l 1/365 Grab PERMIT 1,800 REQUIREMENT SAMPLE MEASUREMENT µg/l 1/365 Grab PERMIT 5,800 REQUIREMENT SAMPLE MEASUREMENT µg/l 1/365 Grab PERMIT 11,000 REQUIREMENT SAMPLE TYPE NAME/TITLE PRINCIPAL EXECUTIVE OFFICER Pratt Kinimaka District Engineer, HWY-O TYPED OR PRINTED COMMENTS AND EXPLANATION OF ANY VIOLATIONS (Reference all attachments here) I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. SIGNATURE OF PRINCIPAL EXECUTIVE OFFICER OR AUTHORIZED AGENT AREA CODE TELEPHONE DATE NUMBER YEAR MO DAY EPA Form (Rev. 3/99) Previous editions may be used. PAGE 3 OF 4

79 Estimated Flow Rate Calculations and Field Parameters Department of Transportation, Highways Division Pearl City Baseyard 1. Name of Sampler: 2. Date: 3. Duration of Storm: 4. Time Storm Began: 5. Magnitude: inches 6. Date of Last Rain Event Greater than 0.1 inches: (days) 7. Water Quality (appearance, odor, etc.): 8. ph: 9. Temperature: C 10. Dissolved Oxygen: 11. Flow Rate: (gallons per minute - gpm) EPA Form (Rev. 3/99) Previous editions may be used. PAGE 4 OF 4

80 APPENDIX B SAMPLING CHECKLIST

81 PEARL CITY BASEYARD SAMPLING CHECKLIST Water Quality Meter for Field Notebook and Steel Toe Boots ph, temperature, and D.O. Laboratory COCs Disposable Cups (16 oz) Marking Pen (Permanent) Hard Hat Sample Cooler Disposable Nitrile Gloves Safety Glasses Blue Ice or Wet Ice Paper Towels First Aid Kit Reflective Safety Vest Safety Cones Eyewash Solution SAMPLING PROCEDURE 1 Prepare equipment, supplies, and personal protective equipment. 2 Obtain coolers from the laboratory. 3 Await text message alert from the automated sampler 4 Calibrate ph, temperature, and dissolved oxygen meters. 5 Arrive at the site. 6 Perform visual inspection of storm water discharge and record findings and basic data in field notebook. 7 Don a new pair of nitrile gloves prior to collecting samples. 8 Collect storm water samples from the automated sampler, screw on caps, and label bottles in the order the sampler collected them. 9 Fill disposable cup with water from the first (grab) sample container from the sampler and measure for ph, temperature, and dissolved oxygen. Record data in field notebook. 10 Record the sample collection time in the field notebook. 11 Record flow data from automated sampler. 12 Fill cooler with ice. 13 Perform visual inspection of BMPs and control measures. Record findings in field notebook. 14 Record time that storm water discharge ended and sampling was completed. 15 Record time that rainfall ceases in the field notebook. If rain continues after departing the site, this data can be obtained from the automated sampler. 16 Fill out the Chain of Custody form. 17 Record time of departure from the site in the field notebook. 18 Total rainfall accumulation exceeds 0.1-inches? If yes Continue to Step 19. If no skip to Step Contact Brant Tanaka at EnviroServices and Training Center ( ) for laboratory billing authorization.

82 SAMPLING PROCEDURE 20 Deliver samples to the laboratory and obtain replacement sample bottles for the automated sampler. 21 Complete and submit DMR forms to the Department of Health when laboratory analysis is received. return to Step Less than 0.1-inches total rainfall during continuous rain event means that the sample does not comply with the DOH definition of a representative storm event and therefore is invalid. 23 Empty sample bottles and reset automated sampler for next event. return to Step 1.

83 APPENDIX C PH AND TEMPERATURE PEN OPERATING MANUAL

84 BEFORE USING A. Insert the Batteries 1. Remove the battery cap at the top of the unit. 2. Insert the set of batteries (included) ensuring correct polarities. 3. Securely replace battery cap. B. Soak the Electrode 1. Remove the electrode cap covering the ph 10 meter eleotrode. 2. Soak electrode in ph 4 buffer for 10 minutes before first use or after storage. OPERATION A. Power ON/OFF Press "HOLD - OntOff" C)A W key for 3 seconds. The unit will turn on and enter the ' Measure Mode", Repeat process to tum off, 10 minute automatic shutoff, B. Set Oate and Time key to Increase value or ' SCROLL' key to decrease value. 1, Press and Hold "CAL".,. key until It enters ' OatefTime Set Mode". 2. Press "HOLD" key to select date or time parameters, 3. Press 'STORE" e 4. Press ' CAL' key for 2 seconds to return to ' Measure Mode". C. Select Buffer Set 1. Press and hold ' SCROLL" key until unit enters "Buffer Set Select Mode'. 2. Press ' SCROl L" key again to select either 7.00 (7.00/ ) or 6.86 (6.86/4.00/9.18) buffer sets. 3. Press ' STORE" key for 2 seconds to return to "Measure Mode". Note: This is only needed once unless changing buffer sets. D. Calibrate ph 1, Press "CAL key for 2 seconds and release to enter Calibration" mode. 2. Immerse meter Into either ph 7,00 or 6.86 buffer solution depending on which Buffer Set you are using. 'WAIT" will flash. 3. The ph10 meter will determine when the calibration reading is stable. Meter Is calibrated when "WAIT" disappears, The unit will automatically enter the next calibration point 5 seconds later. One/first point calibration is now completed. Press "CAL" key to exit or continue to next step for two/second point calibration. 4. Repeat Steps 2 and 3 for two/second point calibration by immersing the meter in ph 4.01/4.00 or 10.01/9.18 buffers. 5. Move to #6 for threetthird point calibration or press ' CAL' to exit two point calibration. 6. Repeat Steps 2 and 3 for three/third point calibration. 7. When "WAI T" disappears unit will automatically retum to "Measure Mode". Note: For accuracy, It Is recommended ph calibration is performed routinely with good buffer soluti ons and a clean electrode or anytime after replacing the electrode, E. Measure Dip the eleotrode into the test solution while.in the "Measure Mode". F. Hold Data 1. When the ph is stable, press "HOLD" key once to lock the reading on the display. 2. Press ' HOLD" key again to unlock reading and the unit will return to ' Measure Mode". The unit is now ready for another measurement Note: The unit cannot be powered off in ' Hold Mode". G. Save Data Either in the "Hold Mode" or the "Measure Mode", press 'STORE" key for 2 seconds, "DATA SAVE" and ' M-XX" will appear Indicating the reading has been saved and stored In memory location XX. The unit automatically returns to "Measure Mode". Note: The non-volatile memory stores up to 50 sets of data (ph, Temperature, Date, TIme) even If power is lost. If memory is full, the next set of data will overwrite the first data sel stored, etc. H. Recall Data 1. In "Measure Mode', press 'SCROLL' key 2 seconds, the most recent sel of saved data will appear. 2. Press the "SCROLL' key to view previous saved dala. 3. Press 'STORE" key for 2 seconds to return to ' Measure Mode". ONGOING MAINTENANCE A. Electrode Storage 1, Electrodes attached to the instrument should be kept in a moist environ ment. Keep the sponge In the chamber moist. lap water i.s acceptable. The single-junction electrode needs to be kept clean; check periodically for cleanliness. 2. For long-tenn storage, store in ph 4 buffer, ERROR DISPLAYS AND TROUBLESHOOTING - phlcd ATC DISPLAY Possible cause(s) Display Display Mode (Actlon(s)] a. Temperature outside 0 to 99.9'C range. Measure Any Value "OVER" [Bri ng solution to a lower/higher temp.] b. Bad sensor. [Replace electrode.] 0.0 ph value outside 0.00 to14.00 ph range. ' OVER' Measure _._ C \Use new buffer, Recalibrate or Replace electrode.) ph CAL a. 7.00pH: mv> 90mV a. ph pH: mv > 98.3mV "OVER" STAND 60.0'C b. New slope>ideal slope by 30% b.ph [Use new buffer or Replace electrode.) SLOPE ph CAL a. 7.00pH: mv < -90mV a.ph OVER" 0.0 6,86pH: mv < mv STAND "UNDER" 60.0 C b. New Slope < ideal slope by 30% b.ph [Use new buffer or Replace electrode.) SLOPE SPECIFICATIONS 2tl Range Resolution Accuracy ph 0.00 to ph ph 0.01 ph ph ±0.02 ph ± 1 LSD Temp. 0.0 to 99.9 ' C Temp. 0.1 ' C Temp. ±0.3 ' C Temp to 'F Temp. 0.2 ' F Temp. ±0.6 'F I

85 '-~--- Bufferrecognltlon ph 7.00, 4. 01, or ph 6.86, 4.00, 9.18 Temperature compensation AUTO 0.0 to 99.9 'C (32.0 to OF) Buffer tempsrature range 0.0 to 60.0 C (32.0 to 140 OF) Electrode offset ±90 mv at ph mv mv at ph 6.86 Electrode slope t 30% at ph 4.00, 4, 01, 9.18 and Input Impsdance >10 ' 2 0 I-rem-perature Temperature sensor Genern~~ Thermistor, 10 k at 25 C I -- Battery life Meter: - 35 Hours Ambient temperature range 0_0 to 50.0 C Display 98x64 graphic LCD Case IP67 water-tight case Weight (3,7 ounces) REPLACEMENT PARTS _- fk-"il Y S I EcoSense ph10 phftemperature Pen Operations Manual YSI ph10 OVERVIEW A. Description I Item Number Description I Instruction Manual I ph10 Electrode Replacement Kit (I ncludes electrode, electrode collar, 2 I o-rings, and sensor cael Sensor Cap Battery Compartment Kit (Includes batte~ colier and batte~ gasket) Battery Kit (InclUdes 4 batteries) 1. Battery cap 2. Graphic LCD screen 3. Keypad 4. Belt clip (Do not remove screw.) 4. Electrode coilar The YSI ph1 0 Instrument is warranted for one year from dale of purchase by the end user against defects in materials and workmanship. YSI ph10 electrodes are warranted for Sill. months from date of purchase by the end user against defects In material and workmanship. Within the warranty period, YSt will repair or replace, at lis sole discretion, free of charge, any producllhat YS I determines to be oovered by this warranty. To eli.8rcise this warranty, write or call your local YSI representative, or contact YSI Customer Service in Yellow Springs, Ohio. Send Ihe product and proof of purchase, transportation prepaid, to the Authorized Service Center selected by YSI. Repair or replacement will be made and the product relumed, transportation prepaid. Repaired or replaced producls are warranted for the balance of the original warranty period, or at leasl 90 days from date of repair or replacement. LimitatIon of Warranty This Warranty does not apply to any YSI producl damage or failure caused by; (i) failure to install, operate or use the product In accordance with YSi's written instructions; (ii) abuse or misuse of Ihe product; (iii) failure to maintai n the product in accordance with YSl's written instructions or standard industry procedure; (Iv) arly improper repairs to the product; (v) use by you of defective or improper components or parts in servicing or repairing the product; or (vi) modification of the product In any way nol expressly authorized by YSI. THIS WARRANTY IS IN ~ I E U OF AlL OTHER WARRANTIES, EXPRESSED OR IMPLJ ED, INCLUDING />JolY WARRANTY OF MERCHANTABILJTY OR FITNESS FOR A PARTICULAR PURPOSE YSl's LIABILITY UNDER THIS WARRANTY IS LIMITED TO REPAI R OR REP LACEMENT OF H ie PRODUCT, AND THIS SHALL BE YOUR SOLE AND EXCLUSIVE REMEDY FOR ANY DEFECTI VE PRODUCT COVERED BY THIS WARRANTY. IN NO EVENT SHALL YSI BE LIABLE FOR ANY SPECIAL, INDIRECT, INCIDENTAL OR CONSEQUENTIAL DAMAGES RESULTING FROM ANY DEFECTIVE PRODUCT COVERED BY THIS WARRANTY. CONTACT INFORMATlON Item #605112' Drawing #A ' Rev B August 2008 For the latest version of this manual, visit YSllnc, ' 1725 Brannum Lane' Yellow Springs OH, Fax: !j ec:osense@yslcom' Website: www,ysicom B. YSI ph10 Keypad Layout 5. EJectrode & ATC assembly - outside o-ring on electrode is yellow and inside o-ring is black. (Electrode cap shown covering electrode.) C>O Hold - OnJOIT key SIOrekey G INITIAL INSPECTION AND ASSEMBLY Calibralion key 0 scroli key8 Carefu lly unpack the instrument and accessories, and Inspect for shipping damages. Notify your local dealer or YSI immediately ( or environmental@ysi.com) of any damages or missing parts. Save pack ing materials until satisfactory operation is confirmed.