Project Description for Bulk Caustic Storage Tank, 11 Aviation Avenue, Charlottetown, Queens County, PE

Transcription

1 Project Description for Bulk Caustic Storage Tank, 11 Aviation Avenue, Charlottetown, Queens County, PE Project No Prepared for: BioVectra Inc. 11 Aviation Avenue Charlottetown, PE C1E 0A1 Prepared by: Stantec Consulting Ltd. 165 Maple Hills Avenue Charlottetown, PE C1C 1N9

2 Sign-off Sheet This document entitled Project Description for Bulk Caustic Storage Tank, 11 Aviation Avenue, Charlottetown, Queens County, PE was prepared by Stantec Consulting Ltd. (Stantec) for the account of BioVectra Inc. (the Proponent). Any reliance on this document by any third party is strictly prohibited. The material in it reflects Stantec s professional judgment in light of the scope, schedule and other limitations stated in the document and in the contract between Stantec and the Proponent. The opinions in the document are based on conditions and information existing at the time the document was published and do not take into account any subsequent changes. In preparing the document, Stantec did not verify information supplied to it by others. Any use which a third party makes of this document is the responsibility of such third party. Such third party agrees that Stantec shall not be responsible for costs or damages of any kind, if any, suffered by it or any other third party as a result of decisions made or actions taken based on this document. Prepared by Julia Kun, MREM (signature) Reviewed by Mike Murphy, Ph.D., P.Eng (signature) Approved by Dale Conroy, M.Sc. (signature)

3 Table of Contents 1.0 INTRODUCTION PROJECT TITLE, PROJECT PROPONENT AND AUTHOR OF PROJECT DESCRIPTION PROJECT DESCRIPTION OVERVIEW OF PROJECT PROJECT LOCATION PROJECT SCHEDULE PROJECT COMPONENTS Construction Operation and Maintenance Decommissioning and Abandonment CONCLUSION CLOSING REFERENCES FIGURES Figure 1 Aerial Site Plan... A.1 Figure 2 Project Overview... A.2

4 Introduction 1.0 INTRODUCTION This document is a Project Description for the expansion of the existing tank farm at the BioVectra production facility located in the Airport Business Park at 11 Aviation Avenue, Charlottetown, Queens County, Prince Edward Island (PE). The expansion is simply to add one bulk caustic storage tank adjacent to the tank farm (the Project). BioVectra manufactures active pharmaceutical ingredients, drug products, pharmaceutical intermediates, fine chemicals, and enzymes. The company has been in operation for 45 years, previously under the name of Diagnostic Chemicals Ltd. A summary of activities related to the construction, operation and maintenance, and eventual decommissioning and abandonment of the Project is described herein. This Project Description was prepared from information provided by BioVectra and through review of existing, publicly available data for the BioVectra property and surrounding environment. 1.1 PROJECT TITLE, PROJECT PROPONENT AND AUTHOR OF PROJECT DESCRIPTION The Project title and details of the Project Proponent and the environmental consultant hired by the Proponent to prepare this Project Description are as follows: Project Title: Project Proponent: Proponent s Principal Contact Person for this report: Project Description for Bulk Caustic Storage Tank, 11 Aviation Avenue, Charlottetown, Queens County, PE BioVectra Inc. 11 Aviation Avenue Charlottetown, PE C1E 0A1 Mr. Kevin King Project Engineer BioVectra Tel: (902) Fax: (902) kking@biovectra.com 1

5 Introduction Environmental Consultant and Principal Contact Person for this report: Dale Conroy, M.Sc. Senior Associate, Environmental Services Stantec Consulting Ltd. Tel: (902) Fax: (902)

6 Project Description 2.0 PROJECT DESCRIPTION This section provides a preliminary description of the facilities and infrastructure that comprise the Project, based on the available information at the time of writing. The Project Description includes: An overview of the Project components, including the proposed infrastructure, facilities and assets associated with the Project; and A summary of the activities that will be carried out during construction, operation and maintenance, and decommissioning and abandonment of the Project. 2.1 OVERVIEW OF PROJECT The BioVectra facility currently operates out of 11 Aviation Avenue. Refer to Figure 1 in Appendix A for an aerial view of the Project site. The proposed Project includes the expansion of the facility s existing tank farm to include storing bulk quantities of sodium hydroxide (NaOH). Refer to Figure 2 for an overview of the Project. The new tank has a volume of 24,800 L (6,550 USG) and will be one double-walled polyethylene caustic storage tank, installed within a reinforced concrete secondary containment dike. No other infrastructure beyond the tank installation and associated piping and valves will be installed as part of this Project. The rate of production as a result of the tank farm expansion is not expected to change at this time. 2.2 PROJECT LOCATION The Project property is located in the Airport Business Park in Charlottetown (PID ), Queens County, Prince Edward Island. Aviation Avenue is a provincial secondary road and bounds the property to the south. Land use within the Airport Business Park is mixed commercial/industrial. This Project is located inside the boundaries of the City of Charlottetown; therefore, land use related approvals and/or permits must be received from the City. Mr. Greg Morrison, Planning & Development, City of Charlottetown, will be the contact from the City who will be responsible for planning approvals. The Project location is shown in Figure 1 (Appendix A). 2.3 PROJECT SCHEDULE Construction is expected to begin early to late August 2017, following the receipt of all necessary approvals and permits. The Project will be subject to design that meets industry best 3

7 Project Description practices. Construction of the new storage tank and associated infrastructure is expected to take approximately 12 weeks. The new storage tank is expected to be fully operational for fall PROJECT COMPONENTS Construction Upon regulatory approval and completion of engineering design, construction of the Project will begin and involve the following activities: surveying and site preparation; construction and installation of Project components; site re-instatement/re-vegetation; and disposal of construction-associated wastes. Construction details are provided in the sections below Tank Farm Expansion The new bulk solvent tank will be used to support process operations that occur in the existing facility and will replace the use of NaOH pellets in the process. Currently, the NaOH pellets are stored in the containers they arrive to the site in, until they are manually fed through a charge port to the current NaOH blend tank (inside the building) where they dissolve into the NaOH solution to be used in the process. The installation of the new tank will allow for the use of an aqueous 50% NaOH solution in a closed system, where the NaOH tanker truck is offloaded into the closed bulk storage tank inside the dike. This solution is then pumped into the building where it enters another closed tank (the existing blend tank) to blend to the appropriate concentration required for processing. The use of NaOH solution eliminates the need for direct handling by operators. The tank installation to store NaOH is proposed for the northeastern portion of the property, just southeast of the current tank farm. The approximate location is shown in Figure 2 (Appendix A). The installation will be subject to engineering design, but is proposed to consist of a reinforced concrete secondary containment dike (approximately 20 x 20 x 3 ), sized to contain a minimum of 110% of the tank volume (approximately 29,200 L; 7,715 USG), and a double-walled polyethylene tank. The double-walled tank would be built to American National Standards Institute (ANSI) 61 standards certified by the National Sanitation Foundation (NSF) International (NSF 2017) and will be International Organization for Standardization (ISO) 9001:2008 Certified (ISO 2008). 4

8 Project Description The tank is proposed to have a volumetric capacity of approximately 24,800 litres (6,550 USG). The concrete pad within the containment will be constructed to withstand 40 metric tons of weight. Associated tank piping and valves will also be installed. The tank and associated tank piping will be heat traced and insulated to avoid crystallization of the NaOH. The offloading piping from the truck into the NaOH tank will begin at the existing truck offloading site, which has weirs to direct any truck/coupling spills into the area bounded by the existing tank farm dike. The piping will be double-walled and made of 316 stainless steel, and will travel from the existing dike, into the new dike to the new NaOH tank (Figure 2). The Project site is a grassed area that is currently maintained by the BioVectra maintenance crew. Minimal clearing and grubbing is required for the tank farm expansion. Minimal site grading and excavation will be required for the construction of the concrete containment. A sump will be installed within the containment pad to collect storm water. The containment pad will be graded towards the sump and a portable submersible pump will be used to pump out storm water from the sump, when needed. A geosynthetic clay liner (gcl) with a maximum permeability of 5 x 10-9 cm/s will be installed underneath the concrete pad to contain any spills. A gravel drainage system will be installed above the gcl to prevent groundwater mounding above the liner. Standpipes will be installed into the gravel drainage system and will be pumped using a submersible pump, when needed. A leak detection sensor will be installed between the walls of the new tank. The leak detection sensor is further explained in Section No infrastructure beyond the tank installation and associated piping and valves will be installed as part of this Project. There will be no decommissioning of existing infrastructure as a result of this Project Emissions and Wastes Construction Debris Construction debris expected as a result of construction activities may include concrete waste, scrap metal (steel), cardboard and organic debris, such as grubbing material and excess fill. Solid waste will be separated and recycled, where possible. It is expected that scrap metal will be hauled to a scrap yard and cardboard will be sent to the Island Waste Management Corporation (IWMC) for recycling. Non-recyclable construction debris will be disposed of at a provincially-approved construction and demolition site Noise and Dust Construction activities will be limited to daytime hours; however, some construction work may occur on evenings or weekends, if needed, to meet construction or material delivery schedules. 5

9 Project Description During construction, sound emissions and vibration may result from the operation of heavy equipment used for tank installation and earth moving. Noise will remain largely confined to the Project area and the immediately adjacent areas, and will mostly be transient and short in duration. As the Project area is located in the airport business park, associated changes to the noise levels are not expected to substantively affect the nearby residential areas. If noise complaints from nearby businesses are received, the information will be reviewed and this may result in mitigation. Dust and heavy equipment exhaust constitute the expected air-contaminants released during construction activities. Dust emissions may be generated during excavation activities and the exposure of ground. Exhaust emissions from construction-associated equipment are expected to be limited to the construction period. The dust generated during construction activities can largely be controlled with adequate application of dust suppressant (e.g., fresh water). Further, the exposed ground remaining after construction activities are complete will be re-instated with vegetation to reduce the potential for dust generation from exposed soil. Combustion exhausts will be temporary and low in volume. Therefore, the effects of construction activities on air quality are not expected to be substantive Operation and Maintenance Use of Tank The existing BioVectra facility at 11 Aviation Avenue is operated as a production facility. The bulk solution is used on site, with an estimated total of 60 tonnes of 50% NaOH aqueous solution used per year. The use of NaOH solution eliminates the need for manually handling of related materials by the operators. During operations, it is expected that approximately eight bulk NaOH deliveries will take place per year to fill the new on-site 24,800 L storage tank. The NaOH solution will be pumped into an existing blend tank that is currently used to blend the NaOH pellets. The blend tank is located inside the building. This will improve safety and containment by reducing the need for manual transfers and the cleaning of drums before moving into clean interior processing spaces with the NaOH. An interstitial leak detector sensor will be installed between the walls of the tank in the event of a leak. If the interior tank is breached, the alarm will go off in the tank farm. It will also send a signal to the facility s programmable logic controller (PLC) that shows an alarm on the human machine interface (HMI) in the control and maintenance rooms on site. 6

10 Project Description There will be a level transmitter (LIT) and a level switch high (LSH) on both the bulk NaOH tank (outside) and the NaOH existing blend tank (inside). On the LIT for the bulk tank there will be two alarms, level alarm high (to avoid tank overfill) and level alarm low (to avoid a run dry situation which can damage a pump). There will also be a safety function on the LIT to close the inlet valve to the tank on high level, this will be set to activate just above the alarm set point. Each alarm will be visible to the operator performing the pump-in/pump-out operations via the HMI that is continually monitored by the operator during pumping operation. On the LIT for the existing blend tank there will be one alarm, level alarm high (same as above). The low alarm will likely be omitted as the type of pump used does not require run dry protection. There will be a safety function on the LIT to close the inlet valve to the tank on high level, this will be set to activate just above the alarm set point. The operator will start the pump on the HMI in the process suite that holds the blend tank and monitor it for level and alarms until the pumping operation is complete. Each alarm will be visible to the operator performing the pump-in/pump-out operations. On the LSH s (on both tanks) there will be a level alarm high that simultaneously closes the inlet valve to the associated tank and alarms visually on the HMI that is continually monitored by the operator during pumping operation. All alarms are also visible on the maintenance PLC station and control room PLC station. With the exception of the addition of bulk NaOH storage, the building use is not expected to change from previous operations Wastes No solid or liquid waste is expected to be generated through process activities associated with the operation of the new storage tank. A sump pit located in the containment dike will be used to collect storm water, and will be pumped out as needed. Regular maintenance will be planned and conducted for this system to ensure that storm water is being pumped off site in a manner that meets the current provincial requirements Decommissioning and Abandonment It is expected that the new storage tank will be maintained to be in operation for upwards of 30 years. While decommissioning or abandonment of the Project is not currently envisioned, the Project will at some point be decommissioned at the end of its useful service life. This will be done in accordance with the applicable standards and regulations current at that time. It is expected that standard procedures will be followed with respect to the decommissioning, removal and disposal of site infrastructure and for site remediation based on the requirements prior to the start of that phase of the Project. 7

11 Conclusion 3.0 CONCLUSION A Project Description is presented herein for the Bulk Caustic Storage Tank installation at the existing BioVectra facility in Charlottetown, Queens County, PE. The design is as proposed by BioVectra Inc. The Project location is on Aviation Avenue (PID ) within the Airport Business Park. The land use is currently a mix of commercial and industrial. The Project involves the expansion of the existing tank farm to install a bulk storage tank that would contain aqueous sodium hydroxide (NaOH). During construction, sound emissions, vibration, dust and exhaust emissions may result from the operation of heavy equipment used for tank installation and earth moving. Construction activities, however, will be limited to daytime hours and dust will be controlled with adequate application of dust suppressant. Noise will remain largely confined to the Project area and the immediately adjacent areas, and will mostly be transient and short in duration. Exhaust emissions from construction-associated equipment are expected to be limited to the construction period. With planned mitigation, the environmental effects of the Project during each phase are not expected to be substantive. 8

12 Closing 4.0 CLOSING This report has been prepared by Stantec Consulting Ltd. (Stantec) for the sole benefit of BioVectra Inc. (the Proponent). The report may not be relied upon by any other person or entity, other than for its intended purposes, without the express written consent of Stantec, and the Proponent. This report was undertaken exclusively for the purpose outlined herein and was limited to the scope and purpose specifically expressed in this report. This report cannot be used or applied under any circumstances to another location or situation or for any other purpose without further evaluation of the data and related limitations. Any use of this report by a third party, or any reliance on decisions made based upon it, are the responsibility of such third parties. Stantec accepts no responsibility for damages, if any, suffered by any third party as a result of decisions made or actions taken based on this report. Stantec makes no representation or warranty with respect to this report, other than the work was undertaken by trained professional and technical staff in accordance with generally accepted engineering and scientific practices current at the time the work was performed. Any information or facts provided by others and referred to or used in the preparation of this report were assumed by Stantec to be accurate. Conclusions presented in this report should not be construed as legal advice. The information provided in this report was compiled from existing documents and data provided by the Proponent, and by applying currently accepted industry standard mitigation and prevention principles. This report represents the best professional judgment of Stantec personnel available at the time of its preparation. Stantec reserves the right to modify the contents of this report, in whole or in part, to reflect any new information that becomes available. If any conditions become apparent that differ significantly from our understanding of conditions as presented in this report, we request that we be notified immediately to reassess the conclusions provided herein. 9

13 References 5.0 REFERENCES International Organization for Standardization (ISO) ISO 9001:2008. Available online at: Last accessed July 13, National Sanitation Foundation (NSF) NSF/ANSI 61. Available online at: Last accessed July 13,

14 Appendix A Figures FIGURES

15 Appendix A Figures FIGURE 1 AERIAL SITE PLAN A.1

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17 Appendix A Figures FIGURE 2 PROJECT OVERVIEW A.2

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