Post on 17-May-2020
Final Environmental Impact Statement
for the
proposed
PROJECT NORTH STAR
Vertis North, Brgy. Bagong Pag-asa, Quezon City
Project Proponent: Ayala Land, Inc.
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Executive Summary
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Project Fact Sheet PD Summary
Name of the Project Proponent
Ayala Land, Inc.
Office Address
Tower One Ayala Triangle, 6767 Ayala Avenue Makati City
Contact Person
Joseph Carmichael Z. Jugo Attorney-in-fact Leya L. Moya Attorney-in-fact
Authorized Representative for ECC Application
Miguel Caisip
Cel No. 0917 812 1958
Project Name Project North Star
Project Location Vertis North, Brgy. Bagong Pag-asa, Quezon City
Project Type Office Tower
Year Established Proposed
Project Area 6,066 sqm
Total Project Cost P 3,654,530,708.14
Total Manpower Construction – 411
Operation – 6,327
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Ayala Land, Inc. plans to build an office tower that will offer office spaces for local and international companies. The proposed project is a locator of the Vertis North land development project as an office development. It is located near Trinoma and other future developments. The project is a single-tower headquarter-type office development with 38 office floors with a total GFA of 75,204 sqm. Parking requirements will be below ground. The project has 6 basement level parking with a total number of 936 parking slots. The ground floor of the project will feature carefully chosen dining, services and retail establishments that will cater to the needs of tenants of the project and the surrounding establishments. The estimated project cost is PhP 3,654,530,708.14. The proposed project is not expected to generate wastes other than garbage and domestic sewage during operation. Environmental impacts during the operation phase are expected to be positive as the developer understands that good environmental practices are great marketing tools. Process Documentation of the Conduct of EIS Ayala Land, Inc. commissioned the team to conduct an environmental impact study for the project. The project and location are both non-environmentally critical and most issues, concerns and risks are expected only during construction phase. This EIS was prepared by Miguel Caisip and team, in coordination with Dindo R. Fernando from Ayala Land, Inc. The environmental impact assessment was conducted from July 2017 to September 2017. Information such as description of the project, goals and objectives were from documents provided by Ayala Land, Inc. while environmental data were from studies and reports from DENR, PAGASA, Phivolcs, NSO, EMB, and other sources. A survey of the site and its environs was done after satellite photo and literature research, and various data were subjected to ground truthing. Environmental concerns and proposed mitigating and monitoring plans were deduced from this multitude of information. Primary impact area is within 250 meters around the property. Secondary impact areas are the surroundings of the project site to a distance of 500 meters. The general EIS methodology is shown in the following table.
Activity Methodology Project description Discussions with proponent Pertinent data and relevant environmental laws Visits to PAGASA, Phivolcs, EMB Description of existing environment Ocular inspection and satellite photograph analyses Impact assessment Qualitative assessment and expert opinion
Summary of Key Environmental Impacts, Management and Monitoring Plan The following matrix summarizes the expected negative impacts and the corresponding mitigating measures.
Project Phase/Environmental
Aspect
Environmental Component Likely
to be Affected Potential Impact
Options for Prevention or Mitigation or Enhancement
A. Pre-operation / Construction Phase
Land clearing, site preparation, civil works, structure erection
Land Soil movement (landslide, creep, slump)
Use slope stabilization measures like retaining walls or ripraps
Design the project so that it blends with existing topography
Land clearing, site preparation, civil works, structure erection
Land - Soils Depletion of land and soil resources
Avoid material excesses during the construction of various facilities
Implement proper inventory of construction materials
Apply alternative construction materials (eg. debris) to non-critical infrastructures
Use locally available materials
Land clearing, site preparation, civil
Land - Soils Increased erosion Minimize unnecessary earth movement
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Project Phase/Environmental
Aspect
Environmental Component Likely
to be Affected Potential Impact
Options for Prevention or Mitigation or Enhancement
works, structure erection
Avoid long exposure of excavated soil to rain and strong winds
Establish buffer zones, containment barriers and rip-raps
Install erosion control measures prior to clearing, grubbing, and earthmoving
Put an efficient drainage system to control erosion.
Monitor soil erosion and contamination
Use engineered fills and cuts and minimize or eliminate vertical slopes
Properly locate stockpile areas to minimize haul distances
Land clearing, site preparation, civil works, structure erection
Land - Soils Handling or disposal of excess excavated soil
Excess soil will be transported out of the project site to be used as landfill for other areas
Land clearing, site preparation, civil works, structure erection
Land - Biology Cutting / Removal of trees
There are currently no trees to be cut in the project site
Land clearing, site preparation, civil works, structure erection
Water Siltation of drains Remove silt from drains
Provide alternative drainage channels
Establish buffer zones and barriers
Provide siltation ponds
Land clearing, site preparation, civil works, structure erection
Water Domestic wastes generated at workers’ camp
Provide portable toilet facilities
Utilize existing water and sewage lines
Land clearing, site preparation, civil works, structure erection
Air - Ambient air quality
Ambient air quality impacts due to fugitive dust
Regularly spray water in areas where land disturbance is ongoing
Put tarpaulin covers on trucks loaded with construction materials
Immediately haul off spoils Impose speed restrictions for trucks
Land clearing, site preparation, civil works, structure erection
Air - Ambient air quality
Ambient air quality impacts due to emissions from heavy equipment
Properly maintain heavy equipment and motor vehicles
Land clearing, site preparation, civil works, structure erection
Air - Ambient noise levels
Increase in noise levels due to construction activities
Provide efficient motor vehicle mufflers
Provide barriers and shield stationary vibrating equipment
Provide ear mufflers to workers Schedule noisy activities during day
time
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Project Phase/Environmental
Aspect
Environmental Component Likely
to be Affected Potential Impact
Options for Prevention or Mitigation or Enhancement
Land clearing, site preparation, civil works, structure erection
People Health effects from exposure to hazardous wastes
Segregate recyclables and non-recyclables, non-hazardous and hazardous wastes
Haul off hazardous wastes immediately
Land clearing, site preparation, civil works, structure erection
People Increased safety and health risks of workers, passer-by and nearby areas
Provide proper PPE
Supervise all civil and electro-mechanical works
Provide first-aid stations, safety equipment and signages in work areas
Have an Emergency Response Plan
Provision of scaffoldings, safety nets, and other materials for protection and safety.
Disturbances of peace and order
Coordinate with local police and barangay
Creation of additional sources of income and livelihood
Purchase items in nearby communities
Improve local residents’ welfare through additional income
B. Operation Phase
Operation of the project, amenities and support facilities
Land / Aesthetics Generation of solid wastes
Estimated solid waste generated =
216.0 cu.m./month (based on similar existing projects)
Segregate wastes
Haul off by DENR-accredited waste service providers
Land / Aesthetics Generation of hazardous wastes
Segregate wastes
Allocate an area for storage of hazardous wastes
Haul off hazardous items by DENR-accredited waste service providers
Water - Resource Water resource depletion and competition for supply
Monitor daily water consumption rate
Implement water conservation measures
Select turf grass that uses less water
Water - Surface water quality
Generation of wastewater
Estimated wastewater generated = 22,401.76 GPD (based on similar existing projects)
Connect to Vertis North STP
Practice water conservation and good housekeeping
Install grease traps in restaurants
Dispose used oil through contractors
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Project Phase/Environmental
Aspect
Environmental Component Likely
to be Affected Potential Impact
Options for Prevention or Mitigation or Enhancement
People Disturbance of peace and order
Coordination with local police and peace and order councils
People
Water - groundwater quality
Generation of employment
Prioritize hiring from nearby areas
Creation of additional sources of income and livelihood
Purchase items locally
Improve women’s welfare through small businesses (eg. baby sitting, laundry)
Additional revenues for the government
Regularly pay taxes and fees
Groundwater contamination from pesticides, herbicides, and fertilizers
Use organic, FPA-approved slow-release pesticides and fertilizers
Regularly monitor groundwater quality using existing wells
Air - Ambient air quality
Emissions from operation of generators
Use clean fuel for generator sets Conduct regular preventive
maintenance and emission tests
Apply for Permit to Operate at EMB in compliance with RA 6969
Operation of the project, amenities and support facilities
Air - Ambient air quality
Vehicular emission on parking levels and roadways
Sweep roads to minimize dust Spray water on road during dry
conditions
Operation of the project, amenities and support facilities
Traffic flow and volume
Increase in traffic flow
Implement Traffic Management Plan
Separate pedestrians and vehicles Provide multiple entry points and
linking pathways C. Abandonment
Aesthetics May contribute to urban blight
Demolish
Conduct ASTM ESA (I,II,III) including soil and groundwater matrices
May become infested with pests
Conduct pest control
Perform remediation activities
Disturbance/loss of livelihood and employment
Provide 6 months notice about the impending termination of employment
Provide compensation and retraining to affected personnel
Environmental Monitoring Fund/Environmental Guarantee Fund Ayala Land, Inc. agrees to provide an initial amount of P360,000 for the Environmental Monitoring Fund which can be adjusted as per DENR guidelines, an Environmental Guarantee Fund is not required for buildings.
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Section 1
Project Description
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Table of Contents 1.0 Project Description……….................................................................................................. 8 1.1 Project Location and Area .................................................................................................. 10 1.2 Project Rationale ................................................................................................................ 11 1.3 Project Alternatives ............................................................................................................ 12 1.4 Project Components ........................................................................................................... 12 1.5 Description of Project Phases ............................................................................................ 16 1.6 Project Cost, Manpower and Duration ............................................................................... 19
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1.1 Project Location and Area The proposed Project North Star will be built on Vertis North, Brgy. Bagong Pag-asa, Quezon City. The project is bounded by a road on the south, Avida Towers Vita to the west, future developments on the east and north. The project is covered by the Transfer Certificate of Title No. 004-2015011433 and is registered under the name of Ayala Land Inc. The Transfer Certificate of Title is attached as Annex A. The land has its apex centered on coordinates 14°38'50.2"N 121°02'16.2"E. The project site coordinates are shown below.
Figure 1-1. Project Site Coordinates The project site is generally flat and has a ground elevation of 19 to 20 meters above sea level. The project is located near Quezon City Circle and It is 10 km east of Manila Bay and 5.5 km west of Marikina River. Primary impact area is within 250 meters around the property. Secondary impact areas are the surroundings of the project site to a distance of 500 meters. A primary impact distance of 250 meters was chosen because environmental issues identified as most relevant are increased traffic, noise and soil creep, and all are most likely to happen during construction phase. Secondary impact areas are those most likely to be affected during operation phase. The project site is accessible and can be reached from Agham Road. Figure 1-2 below shows the location map of the project site and its primary and secondary impact areas. Project North Star will be a single-tower headquarter-type office development with 38 office floors. It is designed to seamlessly integrate with other developments in the area to provide a perfect balance between nature and city. The tower are designed to have ALI’s signature features and amenities, unique design elements and luxurious finishes and fixtures. A portion of the site will be retained as garden and landscaped to accentuate the green nature of the development. Ornamental trees and shrubs will be planted both indoors and outdoors. They will serve as relaxation areas where people can enjoy and appreciate nature. Figure 1-2 below shows the location map of the project site and its primary and secondary impact areas.
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Figure 1-2. Location and Impact Map
1.2 Project Rationale Ayala Land, Inc. (ALI) is the real estate arm of Ayala Corporation, one of the biggest and well-established business conglomerates in the Philippines. Established in 1834, Ayala Corporation consists of five major subsidiaries and three affiliates that are leading players in areas of banking, insurance, automotive, real estate, telecommunications, information technology and water utilities. Its real estate interests are consolidated under a fully-owned subsidiary, ALI, whose projects include:
Development of prominent high-end and middle-market residential subdivisions and condominiums; Construction of high-rise commercial and residential buildings; Conversion of vast tracts of land into industrial business parks; Development and management of shopping centers; and Management of cinema, hotel and entertainment operations.
The proposed project is a locator of the Vertis North land development project as an office building. The project is one example of sustainable development because it provides the best possible balance between environmental preservation and economic development given the actual land use of the area. Sustainable features such as dedicated green and open spaces and other applicable sustainable measures will be integrated in the design and construction of this development. The project will be beneficial in terms of the following:
Provision of skills training Creation of employment opportunities Enhancement of land values in the area Revenue generation for host LGU in the form of taxes Support of foreign and local tourism Increase in area of green space in city center Addition of a landmark building
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1.3 Project Alternatives No alternative site was considered for the project nor an alternative project considered for the site. The project is the best option for the site and there are few alternatives that would give a better land use. No expense would be spared in the design and construction of the entire development. This landmark project would bring aesthetic value and good taste to the Vertis North development and the buildings will be designed to last for a long time. The site is very accessible and can be considered the center of everything in Quezon City. Water supply is assured since the main line of Manila Water is nearby and supply interruption is practically nonexistent. The power requirements of the project can be met by Manila Electric Company (Meralco). Sewerage can be accommodated by the existing sewage treatment plant. In terms of geohazards, the site has been assessed to have none or minimal susceptibility to liquefaction, landslides, storm surges, tsunamis, does not lie in a fault line, and only a medium risk for earthquakes. The project site is not susceptible to flooding. In the north Aranan creek is located near the project site. The nearest faultline, West Valley Fault, is located 5 kilometers to the east.
1.4 Project Components Ayala Land, Inc. plans to build an office tower that will offer office spaces for local and international companies. The proposed project is a locator of the Vertis North land development project as an office development. It is located near Trinoma and other future developments. The project is a single-tower headquarter-type office development with 38 office floors with a total GFA of 75,204 sqm. Parking requirements will be below ground. The project has 6 basement level parking with a total number of 936 parking slots. The ground floor of the project will feature carefully chosen dining, services and retail establishments that will cater to the needs of tenants of the project and the surrounding establishments. The estimated project cost is PhP 3,654,530,708.14. The proposed project is not expected to generate wastes other than garbage and domestic sewage during operation. Environmental impacts during the operation phase are expected to be positive as the developer understands that good environmental practices are great marketing tools. Key Considerations
Single-tower Grade A HQ-type office development Parameters based on Alveo’s High Street South Corporate Center in BGC. Take advantage of the site’s proximity to North Vertis Garden Cost Efficiency and Operational Efficiency Flexible and modular office spaces LEED Certified and Philippine Green Building Code Compliant
Building Features
Office population density of 9.3 sqm/person Average unit cuts of 100sqm with flexibility to combine Minimum Headroom: 2.9-3.0m Tenant Spaces; 2.7m Lift Lobby, 2.5m Typical Corridor VRF Air-conditioning System Parking – 100% at basement level Retail at ground level, compliant with Vertis North’s DSG
The area summary (in square meters) is shown below: Lot area = 6,066 sqm Building Footprint = +/-2255.60sqm (63%) Open space = +/-3804.40 sqm (37%)
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COMMON
AREAS
TOTAL MULTI-TENANT RETAIL STORAGE TOTAL NSA GLA GFA CFA NSA/GFA NSA/CFA
41 UPPER ROOF 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 195.563 0.00% 0.00% UNITS/FLOOR
40 ROOF 1 53.504 0.000 0.000 0.000 0.000 0.000 0.000 53.504 205.004 0.00% 0.00%
39 39F EXECUTIVE 5 1 375.739 1,322.026 0.000 62.734 1,384.760 1,322.026 62.734 1,760.498 2,014.570 75.09% 65.62% 8 8
38 38F EXECUTIVE 4 1 375.739 1,322.026 0.000 62.734 1,384.760 1,322.026 62.734 1,760.498 2,014.570 75.09% 65.62% 8 8
37 37F EXECUTIVE 3 1 375.739 1,322.026 0.000 62.734 1,384.760 1,322.026 62.734 1,760.498 2,014.570 75.09% 65.62% 8 8
36 36F EXECUTIVE 2 1 373.683 1,475.501 0.000 62.734 1,538.234 1,475.501 62.734 1,911.917 2,165.989 77.17% 68.12% 9 9
35 35F EXECUTIVE 1 1 373.683 1,475.501 0.000 62.734 1,538.234 1,475.501 62.734 1,911.917 2,165.989 77.17% 68.12% 9 9
30 to 34 TYPICAL HIGH ZONE 2 5 371.627 1,618.805 0.000 62.734 1,681.539 1,618.805 62.734 2,053.166 2,307.238 78.84% 70.16% 10 50
23 to 29 TYPICAL HIGH ZONE 1 7 371.627 1,618.805 0.000 62.734 1,681.539 1,618.805 62.734 2,053.166 2,307.238 78.84% 70.16% 10 70
22 22F- MACHINE ROOM 1 356.378 1,565.177 0.000 0.000 1,565.177 1,565.177 0.000 1,921.554 2,307.238 81.45% 67.84% 10 10
21 21F- TRANSITION 1 348.026 1,618.805 0.000 0.000 1,618.805 1,618.805 0.000 1,966.831 2,307.238 82.31% 70.16% 10 10
15 to 20 TYPICAL LOW ZONE 2 6 348.026 1,618.805 0.000 0.000 1,618.805 1,618.805 0.000 1,966.831 2,307.238 82.31% 70.16% 10 60
5 to 14 TYPICAL LOW ZONE 1 10 348.026 1,618.805 0.000 0.000 1,618.805 1,618.805 0.000 1,966.831 2,307.238 82.31% 70.16% 10 100
4 4TH FLOOR 1 348.026 1,507.501 0.000 0.000 1,507.501 1,507.501 0.000 1,855.527 2,307.238 81.24% 65.34% 10 10
3 3RD FLOOR- EQUIPMENT 1 80.120 0.000 0.000 0.000 0.000 0.000 0.000 80.120 2,195.934 0.00% 0.00%
2 2ND FLOOR - GENSET & TX 1 434.376 0.000 487.477 23.003 510.480 0.000 510.480 944.855 2,099.936 0.00% 0.00%
G GROUND FLOOR 1 873.966 0.000 1,716.800 0.000 1,716.800 0.000 1,716.800 2,590.766 2,684.733 0.00% 0.00%
-1 B1 1 147.517 0.000 0.000 0.000 0.000 0.000 0.000 147.517 5,535.750 0.00% 0.00% 352
-2 B2 1 81.187 0.000 0.000 0.000 0.000 0.000 0.000 81.187 5,475.065 0.00% 0.00%
-3 B3 1 81.187 0.000 0.000 0.000 0.000 0.000 0.000 81.187 5,410.945 0.00% 0.00%
-4 B4 1 81.498 0.000 0.000 0.000 0.000 0.000 0.000 81.498 5,503.690 0.00% 0.00%
-5 B5 1 81.498 0.000 0.000 0.000 0.000 0.000 0.000 81.498 5,369.038 0.00% 0.00%
-6 B6 1 105.336 0.000 0.000 0.000 0.000 0.000 0.000 105.336 5,535.750 0.00% 0.00%
TOTAL 40 14,975.143 56,935.106 2,204.276 1,089.474 60,228.857 56,935.106 3,293.751 75,204.000 122,111.461 75.71% 46.63%
True
LevelFloor Name
Number
of
Floors
OfficeAREA BREAKDOWN
UNITSCALCULATED AREAS EFFICIENCIES
Table 1-1. Area Summary Parking will be at the basement and will be distributed as follows: Office Parking Requirement
813.4 814 Retail : 42Total: 856
1504.1 1505Quezon City Ordinance Requirement 1 slot per 50 sq.m. GFA
NBC Requirement 1 slot per 70 sq.m. NSA/GLA
Parking ProvidedFloors GPA Slots PWD Tandem(2 per slot) Service Total Ratio
B1 3,512.844 sq.m. 71 3 30 2 106 33.140 Executive Park ing Level
B2 5,364.738 120 4 38 162 33.116 Retail/Guest Retail Provision: 42
B3 5,300.618 128 3 38 169 31.365
B4 5,393.363 130 3 34 167 32.296
B5 5,258.711 130 3 34 167 31.489
B6 5,425.423 128 3 34 165 32.881
TOTAL 30,255.697 sq.m. 707 19 208 936 32.324
Handicap Parking Requirement
NBC Requirement1 handicap slot for the first 50-150 slots plus 1 handicap slot for each additional 100 slots 10 ADAAG: 2% of total parking slots (501-1000) 19
Table 1-2. Parking Requirement and Distribution The project will be the epitome of efficiency and sustainability, safety and security, convenience and services, as shown below:
Efficiency and Sustainability
Motion sensors for lights in select common areas Maximized natural ventilation for common areas Efficiency features for common area toilet fixtures Sustainable lighting materials in select common areas Centralized sanitary disposal system
Safety and Security
Fully addressable fire detection and alarm system 24-hr security and building maintenance Proximity card elevator and parking access 100% back-up power Integrated CCTV Security System in select common areas Motorcourt exclusive to tenants Separate and exclusive lobbies per tower
Convenience and Services
Elegantly designed airconditioned ground floor lobby Concierge services High speed elevators (5 passenger elevators, 1 service elevator) Appurtenant parking slots for every unit Water and fire reserves
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Direct tenant-only access to open landscape plaza and retail Motorcourt and arcade for retail area
For the retail component, the following stub-outs will be provided:
Electrical Water Pipe sleeve (refrigerant) with condensing drain pipes Block out for fresh air kitchen intake and exhaust Kitchen waste water pipe Drain pipes Telephone Cable Fire alarm/smoke detector Delivery area LPG tank room
Waste Management The project will employ solid waste management practices in compliance with RA 9003 – Ecological Solid Waste Management Act of the Philippines and ISO 14001 – Environmental Management System. The aim is to limit residual waste disposal to 51% of the projected waste generation. The estimated amount of wastes generated, both liquid and solid, for the construction and operation phases are based on previous Ayala projects similar to the current project. The estimated figures presented is based on the size of the project and the solid waste generated by previous similar projects. Please refer to the Historical data for Ayala Malls waste generation located in the Materials and Resources documents attached. Garbage Generation During Construction = CFA x 45kg/sqm 122,111.461 sqm x 45kg/sqm = 5,495,015.745 kg/month = 65,940,188.94 kg/year Garbage Generation During Operation = 9.0 cu.m./day, 216.0 cu.m./month = 2592.cu.m./year (based on existing similar projects) Estimated Water Consumption (Construction Phase) (Water demand * 0.80)
Water = average of 4000 cu.m. per month
Wastewater = total * 80% = 3,200 cu.m. per month
Estimated Wastewater Generated during operation = (Water demand * 0.80)
28,002.2GPD * 80% = 22,401.76 GPD = 672,052.8 gallons per month = 8,064,633.6 gallons per year (based on existing
similar projects)
The 51% of projected garbage generation of 216.0 cu.m./month is 133.11 cu.m./month. This is the target amount of garbage to be disposed by the Project and there is intention to further reduce the residual volume annually by identifying, assessing and applying proven initiatives that result in waste reduction. The following are the potential sources of wastes:
Tools and equipment cleaning and disinfection areas; Water storage, water distribution networks, drainage; Grease and used oil from kitchens; Solid waste disposal area; and Composting areas.
Solid wastes from the project are either of the following:
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• non-biodegradable solid wastes – comparable to domestic wastes and includes plastics, cans, bottles, etc.; • biodegradable solid wastes – includes left-over foods, peelings, and other biodegradable materials; • hazardous solid wastes - includes used batteries, busted fluorescent lamps, empty chemical containers, etc.
A Materials Recovery Facility shall be designated as the holding and segregation area for the entire development. Dumping of wastes from outside the proposed project shall not be allowed. The management of the above wastes shall be in accordance with the plan described as follows:
Biodegradable wastes will be segregated from regular garbage.
Guidelines on waste disposal will be provided.
Segregated garbage bins will be strategically located within the site.
Recyclables such as cartons, papers, boxes, bottles, cans, plastics etc. will be separated and sold to junk shops.
Collection of the residual waste will be done every day. The detailed solid waste management plan for the BPO project is as follows:
Each tenant is required to put trash and disposed items in designated trash bags and placed in the garbage chute. 1. Non-biodegradables – clear garbage bag 2. Biodegradables – black garbage bag 3. Recyclables – put on garbage chute room floor
Janitorial personnel shall collect and deliver the trash bags from garbage rooms and each garbage chute room
floor to the Materials Recovery Facility (MRF) during designated times of the day set by the property management team.
The janitorial supervisor shall check all garbage bags and ensure that they are properly sealed and deposited and
that the correct containers are utilized.
The disposal of the wastes will coordinate with the proper local government unit or contracted to DENR accredited handlers.
During renovations of their own unit, all construction debris must be disposed off outside the property by the tenant’s contractor. Construction debris shall not be disposed off in the building’s garbage depository or trash bins. Construction debris left in any of the common areas shall be the responsibility of the tenant, who shall pay for the cleaning cost.
The detailed solid waste management plan for the retail part of the development will be as follows:
Each Lessee is required to put trash and disposed items in the designated recyclable and non-recyclable waste bins of their unit.
Janitorial personnel of each Lessee shall collect and deliver the trash bags to the Materials Recovery Facility
during times of the day set by administration office.
The janitorial supervisor shall check all garbage bags and ensure that they are properly sealed and deposited and that the correct containers are utilized. Concessionaire garbage shall be disposed by the concessionaire.
The disposal of the wastes will coordinate with the proper local government unit or contracted to DENR accredited handlers.
During renovations of their own unit, all construction debris must be disposed off outside the property by the Lessee’s contractor. Construction debris shall not be disposed off in the building’s garbage depository or trash
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bins. Construction debris left in any of the common areas shall be the responsibility of the Lessee, who shall pay for the cleaning cost.
With this waste management program, only a small percentage of solid wastes will be disposed in landfills. A contract with a designated hauler will ensure that wastes are being disposed off in accordance with existing environmental regulations. Wastewater will be handled in the following manner:
All sewer collector pipes above grade level shall flow by gravity into the sewage system.
Waste water that will be discharged to the sewer system will be connected with the existing STP.
All fixtures shall be properly vented.
Cleanouts shall be provided every 15 meters of straight sewer line.
Vent lines and stacks shall be provided and collected at roof level header vent.
Restaurant kitchen wastes shall separately flow into a grease tank before disposal into grade level sewer main.
Pollutant Treated Effluent Quality DENR Standard Class C
Water Biochemical Oxygen Demand (BOD) 45.0 mg/l 50 mg/l Oil and Grease (O&G) 3.0 mg/l 5 mg/l Fecal Coliform 300 MPN/100 ml 400 MPN/100 ml Phosphates 0.60mg/l 1.0 Nitrates 12 mg/l 14 Ammonia 0.30mg/l 0.5 Surfactants 12 mg/l 15
Table 1-4. DENR EMB Effluent Standard
Utilities The computation of utilities is based on the consumption of the number of units/tenants and the consumption of previous similar projects.
Utility Source During Construction During Operation Water Manila Water 4000 cu.m. per month 28,002.2 GPD Power Meralco 1,000 KVA / day 65,000 KwH / mo
Table 1-6. Utility Consumption
The project will source its power supply from Meralco, with a provision for stand-by generators to provide 100% back-up power during outages. Water will be sourced from Manila Water. The water demand is calculated at 28,002.2GPD. This includes domestic water demand, assumed water demand for landscape/irrigation, water feature and make up water. Fire Extinguisher and Refrigeration The type of chemicals with an ODS potential of 0 to be used for air conditioning and fire extinguisher include: Air conditioning - HFC 23A Hexafluorocarbon (Clean Agent) / Dry Chemical; Fire Extinguisher - FM200 or NU100 Dependent on EE Requirement Disaster Reduction and Climate Change Adaptation The project is an example of sustainable development because it provides the best possible balance between environmental preservation and economic development given the potential use of the area. Sustainable features such as green and open spaces and other measures will be integrated in the design and construction. Buildings will be more resistant to natural disasters and climate change impacts. The development shall provide a modern sewage treatment facility to manage wastewater before its release to drainage lines, materials recovery facility for solid wastes, and a
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rainwater collector/detention pond for irrigation. Energy conservation will be through the use of LEDs for lighting, sensors in toilet fixtures, and auto-mode system in escalators.
1.5 Description of Project Phases Pre-construction Phase All permits and licenses will be obtained before any earthmoving begins. Engineering plans and architectural designs are completed by this time and shall comply, even exceed the standards set by the City Government of Quezon City. It is at this time when design modifications and revisions on project cost and construction timetables are made. While plans and designs are being finalized and various permits obtained, an, Environmental Management Plan (EMP) and Environmental Monitoring Fund (EMF) will be formulated as part of the EIS document necessary for the issuance of an Environmental Compliance Certificate (ECC). A fence will be built around the project site and advertisements about the planned project placed around it. This is part of the information dissemination campaign, the primary objective of which is to inform the public about the project’s salient points and benefits, and to attract possible buyers. After getting the necessary approvals, qualified construction companies shall be invited to bid for the implementation of the proposed project. Then come the mobilization and transport of construction equipment, construction of a temporary field office and hiring of key personnel. After this comes the initial stakeout. Minor field adjustments are made at this time to respond to the existing master plan and to integrate natural features in the design. Construction Phase Construction phase begins immediately after all the necessary permits are secured. A staging area shall be designated within the construction site, with utilities like electricity, water, light, telephone, computers and adequate facilities for workers. A first aid station will also be provided. These temporary facilities shall be clean at all times especially the portable toilets with temporary septic tanks. To maintain safety and ensure security, cooking and sleeping in the construction site will be prohibited. Construction materials such as aggregate, lumber, sand, cement, steel bars, etc. will be procured from local sources as much as possible. During construction, ALI will provide two housekeeping personnel who will be designated to the EHS Department from 7am to 4pm. ALI will also provide cleaning materials such as push brooms, dust pans, powdered soap, garbage sacks, disinfectants (eg. muriatic acid, bleach), and trash bins for biodegradables, non-biodegradables, and hazardous wastes. Construction wastes and debris shall be hauled out from a designated location everyday as scheduled. Segregated garbage will be removed daily and taken to a materials recovery facility for further segregation and proper disposition. A wash bay shall be provided near the exit to prevent mud tracking by construction vehicles exiting the project site. The staging area will be fenced off from the rest of the construction site and provided with guards and cctv cameras. After fencing, shoring, bracing and sheeting as required for safety against soil creep are done, excavation work can begin. Excavation shall be limited to the construction of basement levels and foundation which will be from street level down to the bottom of footing. Excavation will be done using a backhoe with breaker. The excavated materials will be hauled out by contractors’ dump trucks. Given the proposed depth of the excavation (>18 meters) and the fact that the soil layer is quite thick in some areas, use of the diaphragm wall system should be considered to protect the excavation. The diaphragm wall must be supported by temporary post-tensioned anchors since a cantilevered diaphragm wall would be too costly to construct. The advantage is that it also serves as the permanent basement wall. The drawbacks are the high cost and the difficulty in making the wall watertight. This is because water tends to seep through the joints between the diaphragm wall panels despite efforts to grout and seal the joints. The usual practice to deal with the seepage is to construct a canal next to the diaphragm wall. On the side adjacent to the street, an underpinning system consisting of post-tensioned anchors will have to be installed if the proposed excavation will be deeper than the foundation of the adjacent development. The post-tensioned anchors should be proportioned such that the applied force can resist the horizontal pressures exerted by the vertical footing loads. To properly design the underpinning system, the as-built plan of the adjacent development should be obtained and given to the slope protection designer/contractor.
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Construction of soil erosion control and storm water control structures will be done during the excavation stage. Connection to power and water utilities will be facilitated as the project will consume at its peak about 135 cubic meters of water and 1000 kVA of electricity per day. The following equipment and machinery will be used during the construction phase:
construction elevators (Alimak) tower cranes (50 m radius) backhoes pump cretes tower lights dump trucks loaders bulldozers water pumps stand-by generator sets
Operation Phase The project will source its power supply from Meralco, with a provision for stand-by generators to provide 100% back-up power during outages. The following is the electrical equipment list:
2 Low Voltage Switchboards 1800A, 400V/230V, 4P Main CB 2 Automatic Transformer Switch 1800A, 4P 2 1800A, 400V/230V, 4P Main CB 4 450KVAR, 3Ω Capacitor Bank Synchronizing Panel 8000A, 400V/230V, 4P 4 1250 kW, 400V/230V, 3Ω 60Hz Generator Set 4 2500A, 400V/230V, 4P Feeder type Busduct 8 1800A, 400V/230V, 4P Plug-in type Busduct 2 1200A, 400V/230V, 4P Plug-in type Busduct Plug-in Circuit Breakers Unit Automatic Transfer Switch Lightning Protection and Grounding System Fire Alarm Detection System CCTV and Security System Public Address/Mass Notification System Guest Annunciator
The total water demand is estimated at 28,002.2GPD and the estimated amount of wastewater generated is 22,401.76 GPD. The calculation of the water demand and waste water generation is based on the existing similar projects of the proponent. This wastewater shall be conveyed by a system of pipes, pumps and sumps to the existing sewage treatment plant. The detailed solid waste management plan for the BPO tower will be as follows:
Each tenant is required to put trash and disposed items in designated trash bags and placed in the garbage chute. 1. Non-biodegradables – clear garbage bag 2. Biodegradables – black garbage bag 3. Recyclables – put on garbage chute room floor
Janitorial personnel shall collect and deliver the trash bags from the garbage room and each garbage chute room
floor to the Materials Recovery Facility (MRF) of each tower located at Basement Level 1 during designated times of the day set by the property management team.
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The janitorial supervisor shall check all garbage bags and ensure that they are properly sealed and deposited and that the correct containers are utilized.
The disposal of the wastes will coordinate with the proper local government unit or contracted to DENR accredited handlers.
During renovations of their own unit, all construction debris must be disposed off outside the property by the tenant’s contractor. Construction debris shall not be disposed off in the building’s garbage depository or trash bins. Construction debris left in any of the common areas shall be the responsibility of the tenant, who shall pay for the cleaning cost.
The detailed solid waste management plan for the retail part of the development will be as follows:
Each Lessee is required to put trash and disposed items in the designated recyclable and non-recyclable waste bins of their unit.
Janitorial personnel of each Lessee shall collect and deliver the trash bags to the Materials Recovery Facility
located at Basement Level 1 during times of the day set by administration office.
The janitorial supervisor shall check all garbage bags and ensure that they are properly sealed and deposited and that the correct containers are utilized. Concessionaire garbage shall be disposed by the concessionaire.
The disposal of the wastes will coordinate with the proper local government unit or contracted to DENR accredited handlers.
During renovations of their own unit, all construction debris must be disposed off outside the property by the Lessee’s contractor. Construction debris shall not be disposed off in the building’s garbage depository or trash bins. Construction debris left in any of the common areas shall be the responsibility of the Lessee, who shall pay for the cleaning cost.
With this waste management program, only a small percentage of solid wastes will be disposed in landfills. A contract with a designated hauler will ensure that wastes are being disposed off in accordance with existing environmental regulations. Abandonment Phase Abandonment is unlikely given the sufficient design parameters and construction methods, and the high costs they entail. The maintenance programs to be implemented will assure continuous operation as long as necessary. Abandonment can still happen and may be caused by:
severe economic downturn severe damage due to acts of war or terrorism acts of God (earthquakes, asteroid impact, etc.) fire closure order from government
After the useful life of the tower or during the post-operation stage, the entire property will be fenced off and all things inside the tower that can still be used or recycled will be removed and sold. A demolition company will be hired to study the best way of demolishing the building with the least effect on the surroundings. Demolition from the top down is a good option in terms of minimum noise and dust generated but is slow. Controlled implosion is the quickest option for tall buildings but produces a lot of dust.
1.7 Project Cost, Manpower and Duration The project will cost PhP 3,654,530,708.14. This includes the cost of building construction, professional fees, common area fit-out costs and other miscellaneous expenses. The manpower for the construction phase is estimated to be around 411 persons. These are mainly composed of engineers, architects, project managers, skilled and unskilled laborers, foreman, leadmen, quantity surveyors, safety crew and supplementary workforce with specialization in electrical, mechanical, plumbing, carpentry, masonry, metal works, painting, welding, landscaping, interior design and other related
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expertise as the need arises. The estimated number of employees during operation is 6,327 people. This includes the building administration and personnel such as concierge, janitors, gardeners, security guards and maintenance people who will provide services required by tenants, etc. Qualified local residents will be given priority in hiring in all project phases. The project construction will start at November 2017 and will finish at June 2023. Construction time will be around 68 months.
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Section 2
Key Environmental Impacts and Management/Monitoring Plan
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Table of Contents 2.0 Key Environmental Impacts and Management/Monitoring Plan ….............................. 20 2.1 Land Component ................................................................................................................ 22 2.1.1 Land Use ............................................................................................................................ 22 2.1.2 Pedology ............................................................................................................................. 22 2.1.3 Geology/Geomorphology .................................................................................................... 22 2.1.4 Terrestrial Ecology .............................................................................................................. 23 2.1.5 Summary ............................................................................................................................ 23 2.1.6 Discussion of Potential Impacts ......................................................................................... 23 2.2 Water Component .............................................................................................................. 27 2.2.1 Hydrology/Hydrogeology .................................................................................................... 27 2.2.2 Surface Hydrology .............................................................................................................. 27 2.2.3 Summary ............................................................................................................................ 28 2.2.4 Discussion of Potential Impacts ......................................................................................... 28 2.3 Air Component ................................................................................................................... 31 2.3.1 Meteorology/Climatology ................................................................................................... 31 2.3.2 Air Quality and Noise ......................................................................................................... 35 2.3.3 Summary ........................................................................................................................... 35 2.3.4 Discussion of Potential Impacts ......................................................................................... 36 2.4 People Component ............................................................................................................ 36 2.4.1 Employment ....................................................................................................................... 36 2.4.2 Health ................................................................................................................................. 37 2.4.3 Traffic ................................................................................................................................. 38 2.4.4 Resource Use Competition ................................................................................................ 39 2.4.5 Summary ........................................................................................................................... 39 2.4.6 Discussion of Potential Impacts.......................................................................................... 39
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2.1 Land Component
2.1.1 Land Use The proposed project will be built at Vertis North, Brgy. Bagong Pag-asa, Quezon City. Quezon City's Comprehensive Land Use is predominantly residential. The proposed land use of Quezon City is subdivided into 8 classifications which are residential (48.28%), commercial (8.13%),' industrial (6.36%), institutional (8.39%), parks and open spaces (16.51%), cemetery (0.46%), utility (1.31%), and roads, water bodies, etc. (l 0.55%). As per Zoning Certification, the area is classified as a metropolitan commercial zone (C3) as classified by the Quezon City Planning and Development Office. Quezon City is a well-developed urban city. This is reflected in the number of high-rise residential buildings, hotels, banks, branded retail outlets and fancy restaurants that have established their presence here. Vertis North is a well-planned area, where utility lines are laid underground and a modern sewerage system is in place. The proposed project will contribute to the development of the area. According to the masterplan, the area where the proposed project will be built is a mixed-use district and no other existing structure in the area is used for a different purpose. The proposed project is an office development so there will be no change in the site’s land use. There is also no possible tenural/land issue since the land is owned by Ayala Land, Inc. and the project proponent is also Ayala Land, Inc.
2.1.2 Pedology The soil in the project site is unmodified soil, composed mostly of highly eroded tuffaceous rocks with minimal organic matter. It does not retain much water in pores and with little organic matter, humus, and nutrient load is not ideal for gardening purposes. Mixed with surface tuff are overburden fill materials which are mostly sand, gravel and sandstone fragments. Visual inspections of excavations and open cuts have revealed that the area is underlain by a thick residual soil layer followed by bedrock. This consolidated tuffaceous bedrock (adobe) can be found just five meters or less below the soil surface. Adobe, also known as Diliman tuff, underlies the entire project site and is the soil’s parent material. Liquefaction, as what happened in Dagupan City during the July 16, 1990 earthquake of magnitude 7.8, occurs in loose silt to fine sand and shallow groundwater levels. Adobe and deep groundwater level beneath the project site mean low susceptibility to liquefaction. The underlying bedrock is relatively insoluble to water making the site not prone to soil subsidence and formation of sinkholes.
2.1.3 Geology/Geomorphology Diliman tuff is the material that makes up the Guadalupe Tuff Formation (GTF). The GTF is composed of alternating layers of late Pliocene to early Pleistocene sandstone, siltstone and shale. It is nearly horizontally layered with individual layers usually less than 6 meters thick. It has been proven as a stable foundation for high-rise buildings. The unconfined compressive strengths (UCS) of intact core samples range from 5 kg/cm2 to 40 kg/cm2. Thus, GTF has sufficient strength and stiffness to support the structural loads of high rise buildings. Tall structures built on it can resist earthquakes because adobe absorbs seismic energy and moderates the effects of ground shaking, does not liquefy and resists dynamic settlement. The eight boreholes drilled at the site confirm that the site is underlain by GTF with a 4-meter to 11-meter thick layer of residual soil and possibly artificial fill. The average UCS values fall in the middle of the range of the typical GTF UCS and are consistent with what is typically encountered in the area. The formation is weakly to moderately cemented and is only moderately weathered. Groundwater was consistently encountered 11 meters to 15 meters from the ground surface. This is unlikely to be the permanent groundwater table. In the seismic design provision of the 2010 National Structural Code of the Philippines, the three geotechnical inputs are 1. near source factors, 2. soil profile type, and 3. seismic zone factor. Since the West Valley Fault is about 5 kilometers east of the site and is known to dip to the east, the horizontal distance to the vertical projection of the seismic source (or effective distance) is about 7.1 to 8.8 kilometers. Earthquake magnitude estimates range from magnitude 6.5 to 7.2 while
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the slip rate is believed to range from 2 mm/year to 6 mm/year. In this area, a 7.2 magnitude earthquake has a recurrence interval of about 400 years. The recurrence interval has already been reached and it can be said that statistically, an earthquake of such magnitude is imminent. Other earthquake generators are volcanoes in Bataan, Zambales and Batangas but these are too far to affect the project site. The coast of Manila Bay is 10 kilometers to the west, so tsunamis and storm surges originating from South China Sea will have no effect on the project site. The site is flat so there is no possibility of landslide, rockfall or rockslide.
2.1.4 Terrestrial Ecology The proposed project site is highly urbanized. Nearby is an open space and park, the Ninoy Aquino Parks and Wildlife Center. Shade trees line the streets and conditions favor the proliferation of birds that prefer human habitats. The only bird sighted is the common maya or Eurasian tree sparrow (Passer montanus). They have become predominant in most places, urban areas in particular. There is no endangered biota in Quezon City.
2.1.5 Summary
There is no active or potentially active fault cutting through the project site. The nearest earthquake generator is the West Valley Fault east of the property. The property is flat so there is no concern over landslides, rockfalls or rockslides. The bedrock is Guadalupe Formation or Diliman tuff. Diliman tuff is relatively insoluble in water hence soil subsidence and sinkhole formation are not expected. There is no endangered biota.
2.1.6 Discussion of Potential Impacts
Subcomponent Adverse Impact Discussion/Proposed Mitigation Land use Inconsistency or possible conflict with existing
land use or zoning Land use conflict is not expected. ALI will secure a zoning clearance from Quezon City Government prior to construction.
Projected change as a result of project implementation, i.e., loss of topsoil/overburden.
No significant adverse impact on topsoil is expected. No mitigation needed.
Geology Geomorphology
Change in surface landform/ topography/terrain/slope
No change in topography is expected because the project will blend with existing contours. No mitigation needed.
Change in sub-surface/underground geomorphology
No change in aquifer is expected because water will be supplied by Manila Water. No mitigation needed.
Inducement of subsidence/collapse The project area is underlain by tuff and subsidence is unlikely. No mitigation needed.
Inducement of landslides or other natural hazards
The project area is flat and landslides are not expected. No mitigation needed.
Pedology Erodability potential Erosion can happen during construction phase in exposed areas. Mitigations include: Replanting areas already exposed. Deep
rooted trees and grasses should be planted. Providing adequate drainage to confine runoff
in canals. Soil monitoring program
Bank stability Slope stability can be maintained by the following: Retaining walls or ripraps to control slides,
slumps or creeps. Planting deeply rooted grasses and trees.
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Subcomponent Adverse Impact Discussion/Proposed Mitigation
Divert runoff from critical areas to avoid soil erosion.
Change in soil quality/fertility No adverse impact on soil quality is expected. No mitigation needed.
Terrestrial Biology Loss of habitat Hindrance to wildlife access
Biota in site will be protected through: Saplings will be planted to replace trees that
will be cut. Wildlife will not be disturbed.
Figure 2.1. Earthquake Hazard Map of the Philippines
Project Site
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Figure 2.2. Liquefaction Hazard Map of Metro Manila and Environs
Project Site
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Figure 2.3. Landslide Susceptibility Map of the Philippines
Project Site
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2.2 Water Component
2.2.1 Hydrology/Hydrogeology Aranan creek is located north of the project site and the nearest river (San Juan River) is 2.9 kilometers to the west and is too distant to have any effect on the project site. The project area is not susceptible to flooding. The aquifer below the project site is in Guadalupe Formation and the main recharge is from Laguna Lake. A minor source of recharge is direct infiltration and percolation during wet season. The piezometric surface is way below mean sea level. Excessive drawdown is caused by overpumping and makes groundwater susceptible to seawater intrusion from Manila Bay, and contamination by polluted surface waters in the surrounding flatlands. Groundwater contamination is certainly going on as nearby informal settler communities are not connected to a sewage treatment facility. Many households sitting on the same aquifer use septic tanks that are designed to leak, allowing untreated wastes to percolate downward. Water from wells can still be used for purposes other than human consumption, and with sufficient treatment can be made potable. The project should not contribute to the further lowering of groundwater and should not, if possible, tap groundwater.
2.2.2 Surface Hydrology Aranan creek is the nearest water body (located at the north perimeter of the site) where the treated effluent of the project will be discharged. Domestic wastewater will be generated during the construction and operation phases of the project with a typical composition shown in the table below. Table. Typical composition of untreated domestic wastewater
Quezon City is served by the main water line of Manila Water and there is practically no service interruption. The project’s domestic water needs will come from Manila Water and wastewater would be piped to the existing sewage treatment plant and should not contribute to the further contamination of groundwater. To control water pollution during construction, surface runoff will be directed into drainage system by temporary structures like barriers, trenches and channels around stockpiles of materials. To prevent disposal of domestic sewage from staging area, portable toilet facilities will be installed. These units shall be kept clean and sanitary at all times.
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2.2.3 Summary
Land elevation is 20 meters above sea level and the property would still be above water even if the world heats up further and all ice in Greenland melts (equivalent to a sea level rise of 7 meters).
If all ice in West Antarctica melts as well (possible within the 50-year useful life of the building), sea level will rise by another 7 meters and the building will still be on dry land.
Surface runoff flows directly into covered storm drains. The groundwater underneath has been overdrawn for so long that the water table has gone below sea level. Additional data is available as attachments.
2.2.4 Discussion of Potential Impacts
Sub-component Adverse Impact Discussion/Proposed Mitigation Hydrology/ Hydrogeology
Change in drainage morphology The project will not change the drainage of the site and will adapt to the natural contours. No mitigation needed.
Inducement of flooding The project will not induce flooding because of the properly designed drainage system. No mitigation needed.
Water resource use and competition Resource competition is not an issue because the project will source its water needs from Manila Water. No mitigation needed.
Reduction/Depletion of groundwater flow
No reduction/depletion is expected because groundwater will not be utilized. No mitigation needed.
Oceanography Change in circulation pattern Not applicable Change in stream, lake water depth Not applicable Change in bathymetry Not applicable Water Quality Identify specific source of possible
pollution load and discuss assimilative capacity of the receiving water body, i.e., groundwater, stream water, lake water, marine water.
The following are the potential sources of water pollution loads: Storm water run-off during construction
and operation phase. Potential parameters are sediments and conventional pollutants, eg. BOD, oil and grease during construction, chlorine, detergents and grease during operation.
Sewage from domestic and industrial water use. It is assumed that 75% of the domestic water demand will become sewage.
Mitigations include: Provision of siltation ponds during
construction. Connection to the Vertis North STP. Disposal of used oil is through private
haulers/contractors Include as part of the environmental
management and monitoring plan the sampling site map
Monitoring of water quality will be part of the project’s EMP.
Marine Biology Threat to abundance, frequency, and distribution of species Loss of important species Loss of habitat
No adverse impact expected. No mitigation needed.
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Figure 2.4. Tsunami Susceptibility Map of the Philippines
Project Site
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Figure 2.5. Flood and Storm Surge Hazard Map of the Philippines
Project Site
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2.3 Air Component
2.3.1 Meteorology/Climatology The project site has Type 1 climate in terms of temporal rainfall distribution. The two seasons, dry from December to May and wet from June to November, are determined by prevailing winds. Warm moist air during the southwest monsoon season favors the formation of thunderstorms. Warm ocean surface temperatures, moist air and the northerly location of the intertropical convergence zone during this time also cause the formation of tropical cyclones. Dry months coincide with the northeast monsoon season during which dry cold air blows from northeast Asia. The transition period in between the two seasons is called the easterlies wherein the wind blows from the east.
Figure 2-6. Climate Map of the Philippines The nearest synoptic stations are in Science Garden, Diliman, Quezon City, in Sangley Point, Cavite City and Port Area, Manila. Among the three, Diliman, Quezon City is most similar topographically to the project site and data from Science Garden will be used in assessing climate and weather.
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Month Humidity
Amt. Rdngs Max Min Mean Percent Dir Spd Thunder Lightning
Jan 18.7 4 30.2 20.1 25.2 76.0 NE 2 0 0
Feb 7.4 2 31.4 20.2 25.8 70.0 NE 2 0 0
Mar 16.7 3 33.2 21.4 27.3 67.0 SE 2 1 1
Apr 28.5 4 34.8 22.9 28.9 65.0 SE 2 3 3
May 141.0 11 34.6 24.1 29.3 71.0 SE 2 12 13
Jun 344.6 18 32.5 24.0 28.3 80.0 SW 2 16 13
Jul 478.6 22 31.3 23.6 27.5 84.0 SW 2 17 13
Aug 517.1 24 30.8 23.6 27.2 84.0 SW 2 14 9
Sep 402.2 22 31.1 23.4 27.3 85.0 SW 2 15 12
Oct 268.2 18 31.1 22.8 27.0 83.0 N 2 10 8
Nov 147.2 13 30.9 22.0 26.4 81.0 N 2 4 3
Dec 61.9 8 30.2 21.0 25.6 79.0 NE 2 1 1
Annual 2431.9 149.0 31.8 22.4 27.1 77.0 SW 2 93 76
Rainfall, mm Temperature, °C Wind No. of days with
Table 2-2. Climatological Normals at Science Garden, Quezon City The annual rainfall is 2431.9 mm, and it is possible to rain every month. For instance, the driest month, February has 7.4 mm of rainfall on average and has a one-day rainfall record of 30.7 mm. The bulk of rain falls from late May to early November, accounting for 94.5% of the annual amount. On average, rainy season in the project site starts on May 25. Rainfall amount is very variable and is difficult to predict. Lately, daily rainfall amounts have surpassed 30-year monthly averages and they happened for the months from November to May. These can be seen in the data (Table 2-3). The record rainfall amounts are caused by uncharacteristically severe thunderstorms and unseasonal typhoons that are becoming the new normal. It has been theorized that convective systems will be more severe as the world heats up. To prevent future flooding when rainfall intensity increases further, the drainage system has to be made larger and maintained regularly to accommodate higher flow rates.
Temperature, °C Highest Daily Rainfall, mm Highest Wind Speed Month High Date Low Date Amount Date Speed Direction Date
Jan 34.7 17-98 15.5 27-87 55.8 16-88 24 ESE 17-72 Feb 35.6 24-67 15.1 04-87 30.7 12-74 22 SSE 02-92 Mar 36.8 26-83 14.9 01-63 44.8 15-89 26 SSE 16-92 Apr 38.0 25-98 17.2 05-63 47.2 16-79 26 SSE 07-92 May 38.5 14-87 17.8 03-62 166.0 20-96 40 N 10-92 Jun 38.0 02-93 18.1 27-61 334.5 07-67 37 SW 25-72 Jul 36.2 20-98 17.7 23-61 218.0 31-72 36 NNW 09-77 Aug 35.8 10-62 17.8 23-64 223.0 15-79 30 WSW 18-92 Sep 35.4 04-88 20.0 08-64 276.5 01-70 30 SSW 20-92 Oct 35.0 20-89 18.6 31-67 209.3 18-75 30 SE 11-89
Nov 34.2 05-87 15.6 12-62 169.9 20-66 50 NNW 03-95 Dec 34.7 15-97 15.1 13-88 87.2 22-94 22 SE 22-97 Annual 38.5 05-14-97 14.9 03-01-63 334.5 06-07-67 50 NNW 11-03-95 Table
2-3. Climatological Extremes at Science Garden, Quezon City Average maximum temperatures do not go below 30°C and average minimum temperatures do not fall below 20°C. The hottest days are in April and May and the coldest nights are in December, January and February. The hottest day on
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record was on May 14, 1987 at 38.5°C while the coldest night was on March 1, 1963 at 14.9°C. Climatological records show that the highest temperatures happened recently while the coldest temperatures happened in the distant past. This is an indication that the area is getting hotter with time.
Figure 2-7. Observed Mean Annual Maximum Temperature Trend (1951 – 2010)
Figure 2-8. Observed Mean Annual Minimum Temperature Trend (1951 – 2010)
Concrete and asphalt heat up faster compared with vegetated surfaces. To lessen ambient air temperatures, green spaces have to be established around the project site. Trees and shrubs need to be incorporated in landscaping plans and should be watered frequently. Typically, typhoons pass Luzon from east to west, or from southeast to northwest. Typhoons lose their strength as they pass Luzon Island due to higher surface friction and loss of humidity over land. The eastern seaboard gets the brunt of wind damage while the western seaboard gets the floods. The project site is located on the western seaboard where
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typhoon strength is lower. Records show that typhoons are becoming more severe with time (Table 2-4). Very strong winds in the future, brought about by typhoons and thunderstorms, may blow away parts of the structure like window panes. It would be wise to consider this fact in the design of the proposed project.
Name Maximum Wind Speed (kph) Date TY Yolanda 380 (Tacloban) November 2013 TY Reming 320 (Virac) November 2006 TY Loleng 287 (Virac) October 1998 TY Anding 280 (Virac) November 1981 TY Sening 276 (Virac) October 1970
Table 2-4. Observed Maximum Gustiness of Supertyphoons
Figure 2-9. Trends in Extreme Daily Rainfall Intensity and Frequency (1951 – 2008)
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2.3.2 Air Quality and Noise Air pollution is mostly caused by motor vehicles, i.e., more than 80% of carbon monoxide and nitrogen dioxide and 16% of small particulates (less than 10 microns in diameters). The URBAIR study reported that particulates are a major problem, particularly in heavily exposed streets. Following the introduction of unleaded gasoline in 1994, measurements showed that the levels of particulate matter started to decrease. However with the increasing vehicle ownership and use and traffic congestion, there is no doubt that air pollution will continue to become one of the serious health problems of the population. The major source of air pollution in the area is the motor vehicles. The major sources of air pollution are classified as mobile (motor vehicles) and stationary (industrial establishments). Motor vehicles are considered as the dominant source of air pollution, contributing 70% of air pollution in Metro Manila. The diesel vehicles are the source of highly visible black smoke made up largely of soot, unburned fuel residues, gaseous wastes like carbon dioxide, nitrogen oxide and sulfur dioxide. It was reported that 39% of particulate emissions are contributed by trucks and buses, 20% by utility/service vehicles and 27% by passenger/owner jeepneys. Pollutants from motor vehicles are primarily carbon monoxide (CO), volatile organic compounds (VOCs), nitrogen oxides (NOx), and particulate matter (PM or TSP). CO is a product of incomplete combustion, VOCs are the volatilized fuels, NOx is produced when nitrogen in the air is oxidized inside internal combustion engines, and PM is mostly soot and smoke. Aside from the particulate matter that most people associate with air pollution, a more insidious secondary pollutant is possible. When pollutant concentrations are high and atmospheric conditions are right (low wind speed, intense sunlight, presence of inversion layer), ozone is created. The NOx and VOCs react to form photochemical smog, sometimes visible as a grayish haze called smog dome. Ozone in smog is very bad to human health. This situation has yet to happen in Quezon City but it will if air pollution is not mitigated. In general, the Clean Air Act has to be fully implemented if air pollution is to be avoided. To control air pollution during construction phase, regular water sprinkling of stockpiles of aggregates and soil will be undertaken. A 2.4-meter high perimeter fence will be constructed prior to construction. Trucks hauling loose materials must be covered with canvass to prevent dust dispersion. When operational, preventive maintenance shall be regularly done on stand-by generator sets. Noise abatement will be critical during construction phase as the project site has several nearby establishments. High-end residences, offices, branded retail outlets, boutique stores and fancy restaurants are located here. The primary impact area has a distance of 200 m surrounding the property. At a distance of 200 meters, various construction equipment and vehicles expected to be used in the project will have noise levels ranging from 50 dB to 65 dB. This noise range corresponds to allowable levels for residential, commercial and light industrial areas in the mornings and early evenings. To avoid inconveniencing surrounding residents, all construction activities should be done from 6:00 AM to 10:00 PM only. Further limitations on construction activities will just prolong the construction period and all the inconveniences associated with it. When operational, the generator set will be placed where it would be least heard, and surrounded by sound-proof walls. Appropriate operating permits will be secured from the DENR.
2.3.3 Summary
Typhoons sometimes affect the area but being in the western seaboard, winds here are weaker. Weather systems are becoming more intense. The area is elevated and prolonged flooding will not be a problem. To prevent short-term flooding, sufficient drainage has to be provided. All air quality parameters are within guideline values. A critical issue is noise pollution during construction phase. This will necessitate limitations on construction hours. Additional data is available as attachments.
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2.3.4 Discussion of Potential Impacts
Sub-component
Adverse Impact Discussion/Proposed Mitigation
Meteorology
Possible effect on local climate, if any The project is not expected to have any effect on local climate. Greenhouse gas emission during operation phase is insignificant. Project's contribution to global
greenhouse gas, if any Air quality Noise
Identify specific source of possible pollution load and discuss assimilative capacity considering the ambient air quality/noise levels in the area.
The following are the potential sources and types of air pollutants: SO2, NOx, and TSP emissions from heavy
equipment during construction phase; and Emissions from motor vehicles and
generator sets during operation phase. Mitigations include: Construction phase Watering of access roads and exposed
surfaces to minimize dust; Impose speed restrictions. Operation phase Regular maintenance of standby
generator. Increase in noise levels is significant only
during construction phase. Construction hours will be limited.
2.4 People Component
2.4.1 Employment Being the largest city in the Metro Manila, Quezon City has an estimated population of 3,085,786 in 2014, with a 2.42% annual growth rate. The city holds the 23.3% of Metro Manila’s total population. The city is considered as one of the melting pots of the region since it has welcomed different cultures, with hundreds of constituents from other parts of the country travelling to it every year. Population density is 19,151 persons per square kilometer. Population by district:
District Population District 1 433,689 District 2 732,764 District 3 325,304 District 4 460,149 District 5 554,351 District 6 579,529
Other Statistics Infants 61,481 Toddlers 426,876 Child 245,923 Persons with Disabilities - Male - Female
29,986
15,350 14,636
Senior Population 385,261 Total Household 717,625
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Businesses 66, 644 business registered (2014) 12, 600 new business per year New Businesses – 13, 679 Renewed businesses – 52, 965
FINANCIAL SERVICES Branches of Commercial and Universal Banks 550 Branches of Savings, Thrift, Rural and Other banks 95 Financing companies, non-stock savings & loan associations 119 Pawnshops 505 Money Changers 416 Remittance Centers 307 Microfinance Institutions 33 INFORMATION TECHNOLOGY (IT) No. of Phil. Export Zone Authority (PEZA)-registered IT Parks 11
(128.41 has. total area) No. of PEZA-registered IT Centers and Buildings 32
(51.81 hectare total area) Largest IT Parks:
Eastwood City Cyber Park Araneta Cyber Center UP-Ayala Technohub
13.29 hectares 35.50 hectares 38.06 hectares
No. of IT-Business Process Outsourcing firms (est. of Tholons) 300 No. of full-time equivalent (FTE) in IT-BPO firms 118,000 Annual revenues of IT-BPO firms (est. of Tholons) US$ 2 billion Currently, there are several employment assistance programs such as job placement/referral, job fairs, government internship, employment of students, senior citizens, persons with disability, differently abled persons, emergency employment, and career development programs. The city government coordinates with companies for their manpower requirements and refers qualified applicants. Registered applicants who were not employed are referred to other companies.
2.4.2 Health Quezon City maintains a comprehensive health care program through its wide network of health facilities and personnel, as well as a health financing scheme that provides solutions to perennial health issues. CHILD HEALTH
Fully Immunized Children (0-11 mos. old) 85,765 Fully Breastfed babies 52,879
SANITATION Households with access to safe water 97.50% Households with access to sanitary toilets 98.50%
HOSPITALS
INDUSTRY Electricity Gas & Water enterprises 5 Construction firms 1,739 Manufacturing firms 2, 229 SERVICES Wholesale and Retail Trade enterprises 28, 306 Transport and Storage enterprises 2, 063 Real Estate, Renting and similar business bctivities 17, 870 Hotels, Restaurants and Food Service businesses 4,567 Financial Intermediation enterprises 3,058 Health and Social Work activities 1,378 Education 1,028 Community, Social and Personal Services 4,401
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Government-owned - 18 Privately-owned - 44
HEALTH CENTERS Health Centers 65
CLINICS Lying-in Clinics - 7 X-ray Diagnostic Clinics - 5 Social Hygiene Clinics - 3 Sun Down Clinics (HIV-AIDS Clinics) - 2 Dialysis Clinics - 5 Upgraded Central Laboratory - 1 Upgraded Microscopy Centers - 25 City Employee’s Clinic - 1 Sub-Health Stations - 16 Adolescent Teen Health Quarters - 3 Total Bed Capacity (both in public and private hospitals) - 9,410 Various health and wellness facilities such as private medical clinics, optical, dental, diagnostic / laboratory clinics, veterinary, physical therapy, therapeutic and others - 1,676
MILK BANK & REPOSITORY CENTERS Milk Bank - 1 Repository Centers (Lying-in Clinics) - 7
2.4.3 Traffic To avoid adding to traffic congestion during construction phase, delivery of construction materials will be done during off-peak hours. To avoid traffic problems caused by loading and unloading of materials, prolonged sidestreet parking shall not be allowed. Security personnel shall be assigned to ensure normal flow of vehicles around the project site. Adequate parking areas will be provided within the site. Security guards will be assigned to prevent any obstruction. The project has its own basement parking and will not significantly affect traffic in the area but the impact of the whole Vertis North development to the overall traffic within the traffic influence area using the status quo road network is substantial in terms of traffic volume and significant in terms of the overall traffic performance in terms of changes in the overall LOS bracket. From the analysis, the proposed development would contribute to an additional 25% of the average V/C ratio from 0.90 (LOS E) to 1.13 (LOS F). With future external road infrastructures in place, this would yield to a 9% reduction in the average V/C ratio from 1.13 (LOS F) to 0.98 (LOS E). Hence, there will be improvements in the LOS bracket as the overall traffic performance is changed from LOS F to LOS E. Since the overall traffic performance will already fall under LOS E even with the future infrastructures in place, several traffic mitigating measures should be implemented to further improve the overall LOS of the road network. The recommendations presented in the attached TIA report comprised of rationalization of road segments and intersections, internal traffic control system, and access to individual lots and buildings. Improvement of pedestrian facilities, on the other hand, should be updated and implemented based on the latest plans. There should be one (1) traffic signal installed along Agham Road and four (4) traffic signals within Vertis North development. Due to the close proximity of traffic signals, signal timings should be coordinated to achieve the optimal traffic performance within the area. This will translate to an additional 4% reduction in the average delay. In addition to this, several turning restrictions around the fringes of the development should be kept to minimize turning conflicts. For the access to individual lots and buildings, this should be located along commercial and residential addresses and should be very limited along the primary spine. This is to preserve the mobility function of the primary spine and accessibility function of commercial and residential addresses. To further improve the overall traffic performance of the road network, future road infrastructures (e.g. DPWH underpasses and flyover) should be implemented. Based on the analysis, provision of these infrastructures would cut the overall travel delay by half. To improve the travel livability of Vertis North, there should be a seamless integration between the development and the
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existing and future mass transit infrastructures (MRT-3, MRT-7, BRT, and Mega Manila Subway). This may also influence private car users to utilize the public transit which may reduce private car trips generated from and to the development.
2.4.4 Resource Use Competition The proposed project will source electricity from Meralco, water from Manila Water and sewage will be coursed through a modern sewage treatment plant. There is still excess capacity for all three resources/facilities so the project is not expected to deprive any entity of adequate supply.
2.4.5 Summary
Quezon City gives priority to its residents in employment opportunities. In place are very good health programs. Quezon City is a major traffic generator. There is still excess capacity for power, water and sewage treatment in Quezon City.
2.4.6 Discussion of Potential Impacts
People Component Aspect Discussion/Proposed Mitigation Identify settlers that will be displaced from among the existing settlers.
There are no informal settlers at the project site. No mitigation needed.
Discuss the in-migration patterns impact as a result of project implementation.
In-migration is not an issue. It has been going on since the 1970s. Effects are mostly positive. No mitigation needed.
Discuss the impacts on IPs and Culture/Lifestyle (if any).
Not applicable.
Discuss the project implementation's threat to public health vis-à-vis the baseline health conditions in the area.
The project is not expected to be a threat to public health in the area because a) it will not cause air pollution; and b) wastewater will be treated. No mitigation needed.
Discuss local benefits expected from project implementation.
Benefits include a) increase in LGU revenues due to taxes and fees; and b) employment and downstream business opportunities.
Discuss how the project would affect the delivery of basic services and resource competition in the area.
The project will have its own waste management system and other amenities. The project is expected to improve the capability of the LGU in delivering basic services.
Discuss how the project would affect traffic situation in the area.
The project has its own basement parking and will not significantly affect traffic in the area. No mitigation needed.
Identify entity to be accountable for environmental management in the area.
A Pollution Control Officer will be appointed by ALI to implement the environmental management plan.
Discuss how the project would affect existing properties in the area in terms of relocation and devaluation.
The project is expected to positively affect the properties around it. It will be an enhancement because of its employment and aesthetic values.
Identify affected properties. The affected properties are those in the primary impact area.
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Section 3
Environmental/Ecological Risk Assessment
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The Environmental Risk Assessment (ERA) within the context of Philippine EIS System is concerned primarily with safety risks characterized by low probability, high consequence, accidental nature and acute effects (RPM DAO 2003-30). Annex 2-7e of DAO 2003-30 of the RPM DAO 2003-30 requires a risk screening for projects with the following processes:
a) Facilities for the production or processing of organic or inorganic chemicals using: alkylation, amination by ammonolysis, carbonylation, condensation, dehydrogenation, esterification, halogenation and manufacture of halogens, hydrogenation, hydrolysis, oxidation, polymerization, sulphonation, desulphurization, manufacture and transformation of sulphur-containing compounds, nitration and manufacture of nitrogen-containing compounds, manufacture of phosphorus-containing compounds, formulation of pesticides and of pharmaceutical products, distillation, extraction;
b) Installations for distillation, refining or other processing of petroleum products; c) Installations for the total or partial disposal of solid or liquid substances by incineration or chemical decomposition; d) Installations for the production or processing of energy gases, for example, LPG, LNG, SNG; e) Installations for the dry distillation of coal or lignite; f) Installations for the production of metals or non-metals by a wet process or by means of electrical energy; and g) Installations for the loading/unloading of hazardous materials as defined by RA 6969 (or DAO 29).
In contrast, geological risks are covered by the EGGAR requirement of the MGB while health risks (characterized by high probability, low consequence, ongoing or continuing exposure and chronic human health effects) are assessed in the environmental health impact assessment under the DOH mandate. The proposed project is an office development and does not fall in any of the categories mentioned. An extreme weather event such as winds exceeding 220 kilometers per hour associated with a supertyphoon may pose danger to the high-rise structures and to their surroundings. Winds are stronger in high places because there are few structures to break or dissipate the kinetic energy. Window panes may be blown away and the affected condominium units may suffer wind and rain damage. Similarly, the surroundings may be endangered by flying panels, glass/window panes and other projectiles. This scenario is increasingly becoming possible because typhoons are getting stronger. In fact, PAGASA has increased its public storm warnings to 5 instead of the previous (signal number) 4. To mitigate such a scenario, window panes need to be doubled and made thicker, and fastened in such a way that they can withstand winds of more than 220 kilometers per hour. Environmental Risk Assessment Safety risks identified involve fire, explosion and falling glass. Conditions, events and circumstances which could bring about the identified safety risks include:
Fire: 1. Overloaded circuits; 2. Kitchen accidents, especially in restaurants on the ground floor; 3. Lpg leaks in units with kitchens; 4. Cigarettes and candles used as mood lights; 5. Malfunctioning electro-mechanical devices.
Explosions:
1. Lpg leaks, as what reportedly happened in Serendra; 2. Chemical explosions, if ever a unit is used as an illicit drug laboratory; 3. Terrorist or other criminal act committed against some rich or famous resident, or commercial establishment.
Falling glass:
1. Very strong winds due to supertyphoons and thunderstorms; 2. Explosions.
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Section 4
Impact Management Plan
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4.1 Description of Identified Environmental Impacts
4.1.1 Construction Phase
A. The Land
A.1. Solid Wastes Construction activities will generate construction debris such as fill materials, empty cement bags, wood, steel, concrete, dirt and other construction spoils. Solid wastes are also expected to be generated by the construction staff and workers. These wastes may be classified as recyclables, biodegradables and non-recyclables. Solid wastes should be properly managed to minimize their impact to the environment. Residual wastes will be classified on whether they are hazardous or non-hazardous and will be handled and disposed of properly by contracted DENR accredited handlers according to existing laws. A.2. Hazardous Wastes Construction activities will generate potentially hazardous wastes such as unused chemicals, used oil and oily wastes, grease, aerosol and paint containers, and fluorescent bulbs. Hazardous wastes must be managed according to RA 6969 rules or the Toxic Substances and Hazardous and Nuclear Wastes Control Act of 1990. The hazardous wastes will be hauled off by DENR-accredited waste service providers.
A.3. Siltation
The excavation for the foundation/footing will entail the removal of topsoil and bedrock, and the site will be prone to soil erosion especially during heavy rains. Soil will be carried and deposited by stormwater to nearby drains and cause siltation. Siltation will reduce the drainage capacity and may lead to flooding of nearby areas. Mitigation measures must be undertaken to avoid this impact
B. The Water
B.1. Water Quality Domestic sewage if discharged untreated may deteriorate water quality in storm drains by creating septic conditions that would discharge bad odor. Temporary toilet facilities for workers should be provided during the construction period. These facilities should be regularly cleaned to maintain sanitary conditions.
C. The Air
C.1. Dust
Dust is generated during excavation and in general construction work especially during dry season. Dust is a nuisance, reduces visibility, fouls up filters and may complicate respiratory conditions. Dust, or particulate matter has to be properly managed by minimizing production through moistening of dry soil and other measures. C.2. Operation of Heavy Equipment Heavy equipment are diesel powered and if not regularly maintained will emit exhaust gases with black smoke. This will affect the quality of ambient air in the vicinity.
C.3. Noise The operation of heavy equipment will increase noise levels in the vicinity. Similar to air pollution, construction noise is the total of all noise coming from machines and activities in the construction site. Table 4.1 shows the expected noise levels from various heavy equipment.
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Equipment Distance (m) 15 30 60 120 240 Front Loader 75 69 63 57 51 Backhoes 85 79 73 67 61 Graders 88 82 76 70 64 Trucks 91 85 79 73 67 Concrete Mixers 82 79 73 67 61 Cranes 83 77 71 65 59 Generators 78 72 66 60 54 Compressors 81 75 69 63 57 Pumps 76 70 64 58 52 Pile Drivers 101 95 89 83 77 Jackhammers 88 82 76 70 64
Source: Larry W. Canter, Environmental Impact Assessment, New York, 1977 Table 4.1 Expected Noise Levels from Heavy Equipment, db(A)
The project site is in a residential-commercial area and falls under Category B. To meet noise standards, operation of very noisy equipment like pile drivers have to be limited to daytime hours, and all construction work has to be done between 6:00 A.M. and 10:00 P.M.
Category of Area Daytime (db)
Morning & Evening (db)
Nighttime (db)
AA 50 45 40 A 55 50 45 B 65 60 55 C 70 65 60 D 75 70 65
AA: A section or contiguous area, which requires quietness such as Areas within 100 meters from school sites, nursery schools, hospitals, and special homes for the aged.
A: A section, which is primarily used for residential purposes. B: A section, which is primarily a commercial area. C: A section, primarily reserved as a light industrial area. D: A section, primarily reserved as a heavy industrial area.
Table 4.2 Standards for Noise in General Areas
C.4. Traffic The area is a busy place and near the project site are residential condominiums, offices and commercial establishments. Delivery of construction materials and hauling of construction wastes must be done outside of peak hours so as not to add to traffic flow in the area. D. The People
D.1. Safety The risk of accidents must be carefully studied in all aspects of construction, and a safety plan included in the construction management program must be implemented at all times. D.2. Employment The project will be a source of employment to a significant number of people. Proponent should require its contractor to coordinate with the LGU in order to preferentially hire workers from the area. The project is also expected to increase business opportunities to some sectors such as hardware stores and food vendors.
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4.1.2 Operation Phase
A. The Land
A.1. Solid Wastes The project will provide an MRF to help classify these wastes as recyclables, biodegradables and non-recyclables. Solid wastes should be properly managed to minimize their impact to the environment. Wastes will be segregated and recycled to reduce volume. Residual wastes will be classified on whether they are hazardous or non-hazardous and will be handled and disposed of properly by contracted DENR accredited handlers according to existing laws. Non-Hazardous Wastes
The operation of the project will generate non-hazardous solid wastes that are either organic or inorganic in nature. Typically, the organic fraction consists of food wastes, paper, cardboard, plastics, textiles, rubber, leather and wood. The inorganic fraction is composed of glass, crockery, tin cans, aluminum, ferrous metals and dirt. Special wastes may also be collected such as broken appliances, used tires, etc. Food wastes easily decompose and may emit foul odor during decomposition. They may lead to being breeding grounds for rodents, flies, etc. which are vectors of diseases. Hazardous Wastes
The operation of the project will also generate hazardous wastes such as grease and used oil from kitchens, busted fluorescent lamps, chemical containers from beauty salons, empty pesticide containers and used oil. These wastes are regulated by DENR through EMB and should be managed in accordance with the requirements of Republic Act 6969 or the Toxic Substances and Hazardous and Nuclear Wastes Control Act of 1990.
B. The Water
B.1. Domestic Wastewater The operation of the project will generate domestic wastewater. This wastewater will be treated by the pre-treatment plant located in the project before going to the existing STP that treats all wastewater from the Vertis North projects and will be a problem only if the system of pipes and pumps breaks down.
C. The Air
C.1. Operation of Generator Sets
Air pollution will come from the operation of stand-by generator sets. They will only be used during power outages and their effect on ambient air quality can be considered insignificant. Measures must still be implemented to ensure high combustion efficiency of generators whenever in use.
C.2. Exhaust from vehicles
As the project is near major roads, air pollution from the vehicles going near the project will be a significant amount. The project encourages people to use PUVs to and from the project to reduce the amount of private vehicles.
D. The People
D.1. Improved employment opportunities, government revenues and social services The operation of the project will contribute to the area’s economic wellbeing. The city government will get more income from the project in the form of taxes and fees for permits and clearances. The project can provide long-term jobs to local residents. Local businesses will also experience increased patronage.
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D.2. Safety of workers and emergency response program Drills will be held for employees in disaster handling and response. Provisions of signs and manuals in case of emergencies will be posted in the project and distributed. The management of significant adverse impacts, i.e., those aspects that are expected to occur, is shown in Table 4-3 using the recommended format in Annex 2-17 of RPM DAO 2003-30.
Table 4-3. Impact Management Plan
Project Phase/ Environmental
Aspect
Environmental Component Likely to be
Affected
Potential Impact
Options for Prevention or Mitigation or Enhancement
Responsible Entity
Cost Guarantee/ Financial
Arrangement
I. Pre-Construction Phase
Geologic hazards and emergencies
Land People
Geologic hazards resulting from earthquakes.
The structural design should include means to minimize effects of earthquakes. Recommendations of geotechnical assessment should be taken seriously. Emergency response measures should be instituted.
ALI Part of structural design
Building Permit , EGGAR
Occupational Health, Safety Protocol, Fire and other emergencies
People
Emergency response plan should be implemented. Design must comply with Fire Safety Code. Implement a specific Safety and Health Program
Project proponent, designers
Part of design
Fire Inspection Certificate
Solid Waste Land Increase in solid waste
The project will implement a solid waste management plan to help reduce the solid waste generated by the project.
Project proponent
Part of design
TOR with Contractor
II. Construction Phase
Soil creep
Land People
Geologic and structural hazards
Shoring, bracing and sheeting shall be done to prevent damage to adjoining structures.
Project mgt office/ Contractor
P5M
TOR with Contractor
Dust emission from civil works and movement of vehicles
Air People
Air pollution
Dust control at the stockpile of aggregates through regular water sprinkling.
Project mgt office / Contractor
P 5,000/ month
TOR with Contractor
Pollution from heavy equipment
Air People
Air pollution
Equipment shall be regularly maintained to reduce exhaust
Project mgt office / Contractor
Part of construction mgt cost
TOR with Contractor
Erosion and surface runoff
Land Water
Sediments can clog storm drains.
Regular cleaning of storm drains
Project mgt office / Contractor
Part of construction mgt cost
TOR with Contractor
Domestic Wastewater
Land Water
Water pollution
Temporary toilet facilities will be provided and regularly cleaned
Project mgt office / Contractor
Part of construction mgt cost
TOR with Contractor
Noise due to construction
People
Noise
Proper scheduling of construction work.
Project mgt office /
Part of construction
TOR with Contractor
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activities
Limited hours (6:00 A.M. to 10:00 P.M.)
Contractor
mgt cost
Traffic congestion due to construction vehicles
People
Traffic
Sidestreet parking will not be allowed. Deliveries /hauling will be during off-peak hours.
Project mgt office / Contractor
Part of construction mgt cost
TOR with Contractor
Accidental spill of materials during hauling
People
Traffic accidents
Require haulers to cover materials with canvass.
Contractor
Part of construction mgt cost
TOR with Contractor
Impact of construction activities on welfare and safety of workers and passersby.
People
Health and safety of workers and passersby and damage to adjacent properties
Provision of scaffoldings, safety nets, and other materials for protection and safety. Safety gear such as hard hats, gloves, safety belts, rubber boots, goggles, etc. will be required for workers. Safety reminders will be posted in the construction area. Sufficient lighting shall be installed.
Project mgt office / Contractor
P 3M
TOR with Contractor
Generation of construction debris and other solid wastes
Land People
Solid waste generation. Added burden on LGU re: solid waste Handling of residual waste
Collection and recycling of construction wastes. To be sold to junkshops as scrap material. Residual wastes will be sorted into hazardous and non-hazardous and will handled and disposed of according to existing laws.
Project mgt office / Contractor
P 2,000/ week
TOR with Contractor
Generation of hazardous waste
Land People
Hazardous waste generation
Handling and storage of potential contaminants under strict conditions
Project mgt office / Contractor
P 2,000/ week
TOR with Contractor – Registration as HWG
Increased employment opportunities
People
Provide employment opportunities
Priority in hiring will be given to applicants from adjacent communities.
Project mgt office / Contractor
Part of mgt cost
TOR with Contractor
Mud tracks of construction vehicles
Land People
Aesthetics Provision of wash bays Project management/ Contractor
Part of mgt cost
TOR with Contractor
III. Operation Phase Emissions from vehicles
Air Noise
Air quality and noise
The project encourages the people to use public transportation to and from the project to reduce the amount of private vehicles.
Admin
Part of maintenance cost
Not applicable
Emissions from standby generators
Air
Air quality and noise
Regular maintenance to minimize emissions. Generator sets are provided with mufflers and enclosed in soundproof walls.
Building Admin
Part of maintenance cost
Secure Permit to Operate from EMB DENR
Solid waste
Land
Solid waste
The project has an MRF where the wastes will be segregated and recycled to reduce volume. Residual wastes are sorted into hazardous and non-hazardous and
Admin
P 50,000/ annum
Contract with Hauler
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handled for disposition according to existing laws.
Generation of hazardous waste
Land People
Hazardous waste generation
Handling and storage of potential contaminants under strict conditions The hazardous wastes will be hauled off by DENR-accredited waste service providers
Admin
P 50,000/ annum
Contract with Hauler
Wastewater generation
Water Increase in wastewater generation
This wastewater shall be conveyed by a system of pipes, pumps and sumps to the central sewage treatment plant.
Building Admin
Part of maintenance cost
Contract with existing STP
Congestion due to vehicles going to/from the building
People
Traffic
Parking areas are provided. The project is coordinating with the LGU to provide traffic enforcers and signs that will help direct the flow of vehicles in and out of the project.
Building Admin
P 30,000/ annum
Building Permit/ HLURB License
Improved employment opportunities, government revenues and social services
People
Socio-economic impacts
Priority in hiring applicants from nearby communities. City revenues will increase. Social development program shall be undertaken.
Building Admin
Part of training and project maintenance cost
Tax payments
Safety of workers and emergency response program
People
Socio-economic impacts
Training of employees in disaster handling and response. Provision of signs and manuals in case of emergencies.
Admin
Part of training and project maintenance cost
Provision of open space / evacuation area
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The summary of environmental impact assessment is shown in Table 4.4.
Table 4.4 Environmental Impact Assessment Environmental Component
Assessment Impact Reversibility Likelihood Time
Scale Significance
Pre-construction Phase Vegetation Negative Reversible Likely Short-term Moderate Land use Positive Irreversible Likely Long-term Significant
Construction Phase Air quality Negative Reversible Likely Short-term Moderate Water pollution Negative Reversible Likely Short-term Moderate Siltation Negative Reversible Likely Short-term Moderate Noise/vibration Negative Reversible Likely Short-term Significant Traffic Negative Reversible Likely Short-term Significant Solid Waste Negative Reversible Likely Short-term Moderate Hazardous Waste Negative Reversible Likely Short-term Moderate Safety/damage Negative Reversible Unlikely Short-term Moderate Employment Positive Irreversible Likely Short-term Significant Aesthetics Negative Reversible Likely Short-term Moderate
Operation Phase Air Pollution Negative Irreversible Likely Long-term Moderate Wastewater Negative Irreversible Likely Long-term Moderate Solid Waste Negative Irreversible Likely Long-term Moderate Hazardous Waste Negative Irreversible Likely Long-term Moderate Traffic Negative Irreversible Likely Long-term Moderate Safety Negative Reversible Unlikely Long-term Significant Employment Positive Irreversible Likely Long-term Significant Aesthetics Positive Irreversible Likely Long-term Significant Resource use Negative Irreversible Likely Long-term Moderate Economic activity Positive Irreversible Likely Long-term Significant Vegetation Positive Irreversible Likely Long-term Significant
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Section 5
Social Development Plan and
IEC Framework
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5.1 Social Development Plan Ayala Land, Inc. pays taxes and fees on time. This will increase the tax base of Quezon City and will further improve delivery of social services to residents. It shall encourage the participation of local suppliers in all aspects of its development from construction to operation phase of the project and will see to it that locals are invited to bid on contracts for services. As a policy, Ayala Land, Inc. will provide a gender responsive employment and ensure that job vacancies are advertised in local papers and notices or announcements are posted in conspicuous places. Health To complement the delivery of health services by the city, Ayala Land, Inc. will address the needs of the families of its regular employees, maintenance workers, etc. Considering that most of the workers would be hired locally, providing medical assistance to them would free access to health services and medicines to other residents. The company shall participate in information awareness campaign on certain health concerns of the community. For example, the company will contribute to the campaign on the prevention of HIV/AIDS and prevention and cure of Tuberculosis. Based on Department of Labor and Employment Order 73-05, all private companies must have a policy and program on tuberculosis prevention and control in the workplace. Thus, Ayala Land, Inc. shall implement the TB-DOTS (Tuberculosis Directly Observed Short-course) Program at Workplace.
Education Ayala Land, Inc. will contribute in improving the quality of education by participating in the DepEd Adopt-a-School Program. This program allows business groups, NGOs, and civil society groups to adopt a public school of their choice anywhere in the country. As corporate citizen, Ayala Land, Inc. will provide a school in a depressed area in Quezon City with the necessary support in many areas including infrastructure, support facilities, teaching and skills development, monitoring and evaluation, learning support, computer and science laboratory equipment, as well as nutrition. Environment Ayala Land, Inc. will sponsor activities that encourage proper solid waste management at the household level in a barangay in Quezon City. These will include sponsorship of competition on the cleanest neighborhood or best solid waste management practice. The company will participate in cleaning brigade by donating needed cleaning materials. Peace and Order There will be a need for increased security with the expected increase in number of visitors in the area. To complement the efforts of security guards that will secure the proposed project, Ayala Land, Inc. will provide equipment needed by the personnel in the area.
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Table 5-1. Proposed Social Development Plan
CONCERN Responsible Community Member / Government Agency / Proponent Timeline Fund Budget
Beneficiary Non-Government Agency Source (Annual)
A. Economic
1. Regular and On-time Payment of Taxes
Local government unit and residents BIR and Quezon City LGU ALI Accounting Office From pre-construction (filing), operation (payment) to abandonment (filing)
ALI TBD
2. Additional economic opportunities in Qualified Local Contractors and resident- DTI, City Council ALI Purchasing From construction
the area - Invitation to Bid to Supply entrepreneurs, People’s Organizations or Committee on Livelihood to abandonment ALI TBD
Services and Products Requirement of Cooperatives,
ALI
3. Gender Responsive Employment - Barangay Leaders of Workers/ Qualified DOLE, TESDA, ALI ALI Human Resources From construction
Referral System and Job working-age group population of the Customer Relations Department and to abandonment ALI TBD
Advertisements at Conspicuous Places, host and adjacent barangays Department Community Relations
Provision of Training for Workers Office
B. Health and Safety
4. Medical Missions, Information Barangay Health Centers/ Residents DOH , DOLE and other Environment and From operation to
Campaign on Health Concerns i.e. HIV- Partner Private Medical Community Relations abandonment ALI TBD
AIDS; TB-DOTS at workplace Companies & NGOs Office,
Health & Safety Office
C. Education
5. Participate in the DepEd's Adopt a Teachers and Public Schools/ students DepEd, participating Environment and From operation to
School Program from select public schools schools Community Relations abandonment ALI TBD
Division of the
Proponent
D. Environment
6. Environment and Sanitation - Encourage community measures on environment enhancement & conservation – Sponsorship of Competition on Cleanest Barangay or Best Waste Management System/Practices; Donation of Materials for “Clean & Green” Activities
City Environment Officers & Barangay Officials, Residents & Tourists
Quezon City, DENR and Other concerned agencies
Environment and Community Relations
From construction to abandonment
ALI TBD
E. Peace and Order
7. Peace and Order – Provision of Additional Equipment/Gadget, i.e., communication, flashlights, etc., to help in keeping peace and order
PNP Personnel & Barangay Officials / Residents & Tourists
PNP or Host Barangay Environment and Community Relations Division of the ALI
From construction to abandonment
ALI TBD
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5.2 Information, Education and Communication (IEC) The proposed IEC Framework will ensure that stakeholders are informed of the project status by maintaining regular communication through various media. Project activities from construction to operation phase will be documented and shared with the project stakeholders through the company's IEC Program. The IEC activities will include timely releases of monitoring reports, distribution of handouts about things of interest to stakeholders, and community relations work which may include presence in or sponsorship of community activities. A regular venue where information can be gathered and disseminated is the Multipartite Monitoring Team that will be set up. The company will allocate the needed funds for such undertakings. Target Sector The primary audience of the IEC are the project stakeholders, including the following:
LGU officials, community leaders Environmental Practitioners Association and other interested NGOs Schools, Health Centers and other relevant government and private agencies
Overall Scheme
This IEC Program Strategy shall use:
One-way delivery of messages, facts and statements through the use of handouts and reports. Two-way exchange of opinions, facts, statements, or sentiments about the messages through multipartite
meetings or group discussions. Message The topics to be covered in the IEC activities will include results of the monitoring activities conducted by Ayala Land, Inc. and its performance in compliance with the ECC. Likewise, efforts to protect the environment and apply conservation methods shall be reported and disseminated through the IEC. Discussions with concerned individuals or institutions from the communities during the planning, implementation, monitoring or evaluation of the programs identified in the SDP shall be part of the IEC program as well. Timeline and Frequency The IEC activities shall be implemented as soon as the project construction commences. Information shall be disseminated to the concerned target sectors as soon as these become available. For monitoring reports, these shall be prepared and disseminated on a quarterly basis. For social development projects, communication and information dissemination with the concerned stakeholders shall begin prior to project implementation and shall proceed based on its progress.
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Table 5-2. Proposed Information, Education and Communication (IEC) Framework
Target Sector to be IEC Scheme / Indicative Indicative
Major Topics Strategy / Information medium Timeline /
provided with IEC Cost
Methods Frequency
ALI Management & Quezon City ENRO
From
Solid Waste Reports Construction to
Statistics Abandonment
(Quarterly)
ECC Compliance From
Construction to
Monitoring Report Reports
Abandonment
(CMR)
Group Method (Quarterly)
TBD
From
Self-monitoring Reports Construction to
report (SMR) Abandonment
(Semi-annual)
From
Monitoring Reports Construction to
Statistics Abandonment
(Quarterly)
Schools, People’s, Programs and Individual Letters From
Other Concerned Projects under the Method, Communications Construction to
Government SDP Group Method Consultative Meetings Abandonment TBD
Agencies & Private Focused Group (Quarterly)
Companies Discussion
Newsletter
Template source: Revised Procedural Manual, Annex 2-18
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Section 6
Environmental Compliance Monitoring
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The environmental compliance monitoring (ECM) system ensures compliance to environmental laws which in turn minimizes the adverse effects of the Project to its immediate surroundings and protects the health of the affected public. The ECM system specified by MC 2010-14 is composed of three components: a) Self-Monitoring Plan, b) Multipartite Monitoring Framework (for ECPs and EIS-based Non-ECPs as deemed necessary by EMB RO), and c) the Environmental Guarantee and Monitoring Fund Commitment (for ECPs and EIS-based Non-ECPs as deemed necessary by EMB RO). 6.1 Self Monitoring Plan (SMP) The proposed SMP is shown in Table 6-1 using the recommended format in Annex 2-20 of RPM DAO 2003-30. The PEMAPS questionnaire is shown in Section 6-4. The final SMP shall be formulated once the ECC has been issued. The more detailed SMP will establish the Environmental Quality Performance Levels (EQPL) for monitoring, budget, accountability, stakeholder participation, complaints management, communication and reporting, environmental impact event/action response plan, audit and schedule for baseline monitoring and preparation of the environmental management audit manual. Initially, the SMP will have the following objectives:
Ensure that all emissions and effluents as a result of the project are according to DENR Rules and Regulations which include but not be limited to RA 8749 (Clean Air Act), PD 984 (Pollution Control Law), PD 1586, and RA 6969;
Validate the changes in various environmental media (impact monitoring) as discussed in the impact assessment. Provide early warning information of unacceptable environmental conditions; and Encourage stakeholder participation.
6.3 Environmental Guarantee and Monitoring Fund Commitment Environmental Monitoring Fund The proponent will initially commit an Environmental Monitoring Fund for the first year, which is estimated at P360,000. Environmental Guarantee Fund Pursuant to DENR guidelines, an Environmental Guarantee Fund is not required for buildings.
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6.4 PEMAPS Questionnaire
Project Name : Project North Star
Project Location : Vertis North, Brgy. Bagong Pag-asa, Quezon City
Proponent : Ayala Land, Inc.
Pollution Control Officer : To be appointed
Tel. No./Fax No./Email :
Project Type : Office tower
Project Status : Proposed
Project Considerations Size and Type: 75,204 square meters Size based on number of employees
Specify number of employees: Construction: 411
Operation : 6327
Type
ECP Non-ECP but in ECA Non-ECP and Non-ECA X
Waste Generation and Management Enumerate Waste Type and Specify Quantity of Wastes generated in your facility. (Identify/Enumerate)
Category Waste Type
Quantity Hazardous
Non-Hazardous
Air Fugitive Dust from Earthworks X Minimal
Vehicle emissions from heavy machinery
X Minimal
Liquid Sewage from the workers (Construction)
X 3,200 cu.m. per month
Used paint and thinners and similar items
X Minimal
Domestic liquid waste from the buildings
X 22,401.76 GPD
Solid Construction wastes (construction material, yardwaste from clean-up, construction rubble, and so on)
X 5,495,015.745
kg/month
Busted fluorescent lamps, chemical containers from beauty salons, empty pesticide containers and used oil.
X Minimal
Daily domestic wastes (biodegradable, non-biodegradable, recyclables)
X 216.0 cu.m./month
Pollution Control System (PCS) Enumerate PCS or Waste Management Method Used in your facility. (Identify/Enumerate)
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Category PCS/Waste Management Method Used Remarks
Construction
Air/Noise
Air / Noise: Scheduled operation or appropriate maintenance or repair of machinery/equipment specially those that have high noise levels. Noise: Placement of appropriate covers to muffle the noise of machinery/ equipment being used. Noise: Wearing of ear covers/plugs/muffs in order to lessen the impact on the health of personnel who are working with or close to machinery/equipment.
Activity: use of heavy equipment during construction. Part of Environmental Management Plan (EMP). To be enforced by the proponent through the PCO. To be monitored for compliance.
Liquid
Surface Run-Off: Erosion Control.
Activity: Rain during earthmoving activities. Part of Environmental Management Plan (EMP). To be put in place prior to any earthwork.
Domestic Liquid Waste: To be directed to STP.
To be enforced by the proponent through the PCO.
Hazardous Liquid Waste: To be guided by the Implementing Rules and Regulations of RA6969.
To be monitored for compliance.
Solid
Erosion: Slope Stabilization. Fugitive Dust: Watering of roads and covering of transport vehicles (if applicable). Construction and Barracks Rubbish: Solid Waste Management Plan. Construction and Barracks Rubbish: Proper collection/segregation of rubbish. Collected materials are to be placed in appropriate receptacles for collection by the city waste management unit.
Activity: During entire construction period. Part of Environmental Management Plan (EMP). To be enforced by the proponent through the PCO. To be monitored for compliance.
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Operation Phase
Air/Noise
Air / Noise: Appropriate maintenance or repair of machinery/equipment especially those that have high noise levels. Noise: Placement of appropriate covers to muffle the noise of machinery/ equipment being used.
To be enforced by the proponent through the PCO.
Liquid
Water conservation measures as part of the orientation of all employees and tenants. Employees and tenants are encouraged to report leakages or any other type of non-revenue water. In addition, water system (source and piping) inspections are conducted as part of water conservation measures. All discharges will be conveyed and treated at the STP. Effluent quality will be monitored/logged on a scheduled basis Restaurants will be required to install grease traps to their kitchen sinks in order not to clog the sewer line. Disposal of the used oil is through private haulers/contractors. Hazardous Liquid Waste: To be guided by the Implementing Rules and Regulations of RA6969.
Handling of hazardous wastes from construction phase will be continued.
Solid
Solid wastes from office units and commercial units. Solid waste: Hazardous materials and hazardous waste.
Management during the construction phase will be continued.
Pathways Prevailing wind towards barrio or city? (mark the corresponding point) Yes x No ____
Rainfall (impacts surface and groundwater pathways) Average annual net rainfall:
Specify amount: 2,163.2 mm Maximum 24-hour rainfall:
Specify amount: 21.5 mm
Terrain (select one and mark) Flat x Steep ____
Is the facility located in a flood-prone area? (select one and mark) Yes ____ No x
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Ground Water Depth of groundwater table (meter) (select one and mark)
0 to less than 3 3 to 10 Greater than 10 X
Receiving media/Receptors Air (Distance to nearest community) (select one and mark)
0 to less than 0.5 km X 0.5 to 1 km Greater than 1 km
Receiving Surface Water Body Distance to receiving surface water (select one and mark)
0 to less than 0.5 km X 0.5 to 1 km Greater than 1 km
Size of population using receiving surface water
Specify number: n/a
Fresh Water N/A Classification of fresh water (select one and mark)
AA A B C X D
Size of fresh water body
Specify size: n/a
Economic value of water use (may select more than one of the criteria below) Drinking Domestic Recreational Fishery Industrial Agricultural Others: recipient of surface runoff X
Salt water N/A Classification of salt water (select one and mark)
SA n/a SB n/a SC n/a SD n/a
Economic value of water use: (may select more than one of the criteria below)
Fishery n/a Tourist zone or park n/a Recreational n/a Industrial n/a
Ground Water Distance to nearest recharge area (select one and mark)
0 to less than 0.5 km 0.5 to 1 km
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Greater than 1 km X
Distance to nearest well used (select one and mark) 0 to less than 0.5 km 0.5 to 1 km Greater than 1 km X
Groundwater use within the nearest well (may select more than one of the criteria below)
Drinking Industrial X Agricultural
Land Indicate current/actual land uses within 0.5 km radius: (may select more than one of the criteria below)
Residential X Commercial/Institutional X Industrial Recreational X Protected Area X
Potential/proposed land uses within 0.5 km (may select more than one of the criteria below)
Residential X Commercial/Institutional X Industrial Recreational X Protected Area
Number of affected Environmentally Critical Areas within 1 km:
Specify number:
Distance to nearest ECA (select one and mark) 0 to less than 0.5km 0.5 to 1 km Greater than 1 km X
Environmental Performance
Compliance (pls. take note that this will be double-checked with PCD files)
Law Violation (check if
any)
Type (pls. specify number of times committed) Type of Admin
Violation
Additional Remarks/Status of Compliance
Standard Emission/Effluent/
Discharge Ambient
Human Impact
Admin/ ECC
RA 8749 n/a n/a n/a n/a n/a n/a n/a RA 9275 n/a n/a n/a n/a n/a n/a n/a RA 6969 n/a n/a n/a n/a n/a n/a n/a PD 1586 n/a n/a n/a n/a n/a n/a n/a RA 9003 n/a n/a n/a n/a n/a n/a n/a
Number of Valid Complaints Citizen and NGOs
Specify number: n/a Others (other Govt. Agencies, Private Institutions)
Specify number: n/a
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(To be filled up by EMB Personnel)
RECOMMENDATION/S:
Assessed By: Noted By:
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ACCOUNTABILITY STATEMENT OF PROJECT PROPONENT
This is to certify that all information in the submitted Project Environmental Monitoring And Audit Prioritization Scheme (PEMAPS) Questionnaire of the Proposed Project North Star of Ayala Land, Inc. located at Vertis North, Brgy. Bagong Pag-asa, Quezon City is true, accurate and complete. Should I learn of any information which makes this inaccurate, I shall bring said information to the appropriate Environmental Management Bureau NCR Office. In witness whereof, I hereby set out my hands this _____ day of __________, 2017 at ________________.
SUBSCRIBED AND SWORN to before me this _____ day of ____________, affiant exhibiting his/her CTC/Government ID No. ___________________ issued at ______________________ on __________________________. Doc. No.
Page No.
Book No.
Series of 2017
____________________________ CATLEYA L. MOYA Attorney-in-fact
____________________________ JOSEPH CARMICHAEL Z. JUGO Attorney-in-fact
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Section 7
Emergency Response Policy and Generic Guidelines
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Ayala Land, Inc. should ensure that contractors have approved Construction Safety and Health Programs (CSHP) from the Bureau of Working Conditions (BWC) of the Department of Labor and Employment (DOLE). The following are some components of the CSHP:
a. Company Safety and Health Policy b. Specific Construction Safety and Health Program c. Construction Safety and Health Committee d. Safety and Health Personnel e. Specific Duties and Responsibilities of the Safety Officer f. Applicable Safety and Health Promotion and Continuing Information Dissemination g. Accident and incident investigation, recording, and reporting h. Provisions for the protection of the general public within the vicinity of company premises during construction and
demolition i. General safety within construction premises j. Environmental Control (Rule 1070 of the OSHS) k. Guarding of hazardous machinery (Rule 1200 of the Standards) l. Provisions for and use of Personal Protective Equipment (PPE) - (Rule 1080 of the OSHS) m. General materials handling and storage procedures (Rule 1150 of the Standards) n. Installation, use and dismantling of hoist and elevators (Rule 1415.10). o. Testing and Examination of Lifting Appliance (Rule 1220 Elevators and Related Equipment) p. Testing and inspection of electrical and mechanical facilities and equipment q. Workers skills and certification r. Provisions for emergency transportation facilities for workers s. Fire Protection Facilities and Equipment t. First aid and health care medicines, equipment and facilities u. Workers Welfare Facilities v. Proposed Hours of Work and Rest and Rest Breaks w. Waste Disposal x. Disaster and Emergency Preparedness Contingency y. Safety Program
During operation, the formulation of the actual company OSHP should conform to the rules of the OSHS, examples of which are listed below:
RULE 1030 TRAINING OF PERSONNEL IN OCCUPATIONAL SAFETY AND HEALTH The BWC-DOLE will train the company safety personnel in carrying out their
functions and in the implementation of the OSHP. RULE 1040 HEALTH AND SAFETY COMMITTEE It is required that a Health and Safety Committee (HSC) be organized within one (1)
month from the date a business starts operating. The composition of the HSC is dependent on number of workers and specified in Rule 1042.
RULE 1050 NOTIFICATION AND KEEPING OF RECORDS OF ACCIDENTS AND/OR OCCUPATIONAL ILLNESSES
RULE 1060 PREMISES OF ESTABLISHMENTS Provides rules on safety requirements for:
1062 - Space Requirement 1063 - Walkway Surface 1064 - Floor and Wall Opening 1065 - Stairs 1066 - Window Openings 1067 - Fixed Ladders 1068 - Overhead Walks, Runways and Platforms 1069 - Yards
In general, contingency and emergency planning is necessary to address accidents during the operation phase of the proposed project. The main components of contingency planning include (a) measures to prevent accidents, (b) methods for response and clean-up, and (c) organizing and training of personnel to implement the plan. Among the measures to be instituted, these will include at the minimum:
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Medical Assistance during Accidents A company staff shall be trained in first-aid techniques to provide medicines and treat minor wounds and ailments during the project’s operation. A first aid kit shall be placed in a conspicuous place inside the administration office. Communications Public address (PA) systems and other means of communication will be installed or provided. These will be used to issue forecasts, alarms, warnings and other information in case of accidents. Hand-held radios will also be issued to selected personnel to coordinate personnel movement during emergencies. Emergency Response Teams An emergency response team will be organized, trained, and deployed to implement the necessary remedial measures during accidents. A shower and eye wash for chemical exposures will be installed in a strategic place inside the premises. Fire Hazards As prescribed by the Fire Code of the Philippines, fire extinguishers, hoses and other fire fighting materials must be strategically located within the building. The appropriate fire alarms should also be strategically located inside the building in case of fire or explosion. Fire drills should also be conducted regularly to maintain the alertness of personnel. 7.1 Construction Safety and Health Program To ensure safety of workers, the contractor will be required to implement a Construction Safety and Health Program which will include the following:
• Provision of temporary sanitation and waste disposal facilities; • Issuance of safety precautions, warning devices, enclosures around deep excavation, and signages; • Provision of safety gear such as hard hats, boots, gloves, masks, etc; • Regular inspection of working area re hazardous conditions; • informing workers of their responsibilities in case of an emergency; • Provision of fire fighting equipment; • designating an area for storage of flammable materials.
Wearing safety gear inside the construction site will be mandatory. Accidents during construction phase will be prevented by keeping the area free from debris at all times. Accidents such as falling debris and stepping on pointed objects can be minimized by maintaining the place clean. Regular inspection and removal of debris should be done. The Emergency Action Plan should embody the necessary steps to be undertaken by the contractor when an accident occurs. First aid kit should always be available at the site. Means to transport accident victims to the nearest clinic/hospital should be available at all times during the entire construction phase. 7.2 Occupational Safety and Health Plan Ayala Land, Inc. shall subscribe to a program of maintaining a healthy, safe and environment-friendly operation. It shall push for the adoption of industrial hygiene programs to ensure a work environment that is consistent with internationally accepted norms. Loss control program, allied to the pursuit of the safety program, shall also be implemented and overseen by the EO/PCO. A Safety/Security Officer and a Health Officer shall be designated, and, together with the Environmental Officer/PCO, shall undergo health and safety training programs available from the Safety Organization of the Philippines or other DOLE-accredited training institutions. Company guidelines on health and safety shall be prepared for contractors and all employees during construction and operation phases. Strict compliance with these guidelines will be part of employees’ code of conduct: sanctions will be imposed on violators. An annual program of safety evaluation within the proposed project will be conducted with the aim of continuously improving safety conditions.
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The proponent will conduct annual health examination of its employees, in addition to the continuous availability of medical facilities for medical emergencies. Regular health and safety audits shall be conducted in parallel with environmental audits with the aim of continuously improving health and safety practices in the facility. 7.3 Fire Protection Permits for fire safety shall be secured from the Bureau of Fire Protection. The building shall comply with fire safety and protection requirements of the Fire Code of the Philippines (PD1185). Fire protection system will include sprinklers, fire extinguishers, fire cabinets and hoses, luminous signages and emergency exits. Building employees will be trained regularly on actions to be taken in case of fire. In case of safety risks like a gas leak that may cause fire and explosion, all tenants shall be evacuated from the building and relevant authorities notified as soon as possible.
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Section 8
Abandonment/Decommissioning/Rehabilitation Policy
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The project being proposed by Ayala Land, Inc. is unlikely to be abandoned once operational. The only possible strong reason for abandonment of such a project is a major financial crisis, which is highly unlikely for a big realty company like the Ayala Group. If abandonment without demolition becomes necessary, the project can be converted to a vertical hydroponics farm, or to other uses that reflect the needs and realities of a future world. 8.1 Security Measures Ayala Land, Inc. will ensure that only authorized personnel are allowed on-site to prevent looters and vandals from entering. A fence will be built around the property and guards will patrol the project site on a scheduled basis. All untoward incidents shall be reported to the administration. 8.2 Shut-Off Activity Unnecessary communication, power and water lines will be decommissioned on an orderly basis. Some lines of communication, power and water should be operational for use by security and demolition teams. 8.3 Wastes Abandonment in the context of the Project means demolition of structures and preparing the site for another activity. The expected wastes generated during abandonment include:
- Demolition wastes - Non-hazardous wastes (paper, glass, plastic, metal, weeds, etc.) - Hazardous wastes (unused chemicals, grease, used oil and oily wastes, aerosol and paint containers, fluorescent
bulbs) The non-hazardous wastes will be collected and segregated prior to its disposal to the DENR-accredited contractor. Recycling will be done but for non-recyclables however, a scheme on proper waste management and segregation shall be initiated. Disposal of residual wastes must be coordinated with the local government unit or proper authority for disposal. Hazardous wastes must be managed according to RA 6969 rules. 8.4 Socio Economics Ceasing of operations means loss of jobs for personnel employed in the company. However, a few contractors will be hired for either maintenance or demolition, if needed. Employees of the facility will be provided with appropriate Letters of Recommendation and will be given hiring priority in other Ayala Land, Inc. subsidiaries, and discounted rate for usable equipment/materials that will be sold by the proponent.
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Section 9
Institutional Plan for EMP Implementation
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The Institutional Plan aims to establish the essential organizational components that will implement proposed EMP as well as provide the necessary mechanism that will strengthen the relationship of the proponent with stakeholders and government agencies. 9.1 Creation of Environmental Unit Ayala Land, Inc. shall create its Health, Safety and Environment (HSE) Department which shall function as the Environmental Unit (EU) tasked to implement the Environmental Monitoring Plan. A full-time Environmental Officer (EO) or Pollution Control Officer (PCO) will be hired and work under the company’s HSE Department. The EO/PCO will be accredited by the DENR and shall be required to attend regular PCO trainings to become familiar with environmental regulations pertaining to the project, especially those relevant to air and water quality and waste management. The EO/PCO should also be acquainted with the environmental management and monitoring plans of the company. 9.2 Compliance Reporting As part of the duties of the EO/PCO, regular reporting of compliance to DENR standards and other regulatory agencies will be undertaken. The general schedule of reporting is indicated in the environmental monitoring plan. 9.3 Health and Safety Ayala Land, Inc. shall pursue a healthy, safe and environment-friendly operation. It shall push for the adoption of hygiene programs to ensure an environment that is consistent with internationally accepted norms. Loss control program, allied to the pursuit of the safety program, shall also be implemented and overseen by the EO/PCO. A Safety/Security Officer and a Health Officer shall be designated, and, together with the Environmental Officer/PCO, shall undergo health and safety training programs available from the Safety Organization of the Philippines or other DOLE-accredited training institutions. Company guidelines on health and safety shall be prepared for contractors and all employees during construction and operations. Strict compliance with these guidelines will be part of employees’ code of conduct and sanctions will be imposed on violators. An annual safety evaluation will be conducted with the aim of continuously improving health and safety protocols. This is especially necessary as some tenants may catch a contagious disease during one of their many foreign travels. The proponent will conduct annual health examination of its employees, in addition to the continuous availability of facilities for medical emergencies. Regular health and safety audits shall be conducted in parallel with environmental audits to continuously improve health and safety practices in the project.
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References A Brief Guide for the Industry Sector and EIA Reviewers on the Revised Procedural Manual of DAO 2003-03. DENR. Quezon City. 2007. 2010 Census of Population and Housing. National Statistics Office. Cinco, Thelma A., 2012. Climate Trends in the Philippines. Presented at the International Workshop on the Digitization of Historical Climate Data. April 2-5, 2012. Indonesia.
Cinco, Thelma A., Hilario, Flaviana D., de Guzman, Rosalina G. And Ares, Emma D., 2013. Climate Trends and Projections in the Philippines. Presented at the 12th National Convention on Statistics. Oct. 1-2, 2013. Mandaluyong City.
Daligdig, J.A., and G.M. Besana, 1993. Seismological Hazards in Metro Manila: Natural Disaster Mitigation in Metro Manila, PHIVOLCS-DOST, Quezon City. DENR Administrative Order No. 2003 – 30. DENR - Manila Observatory (MO), Mapping Philippine Vulnerability to Environmental Disasters. http://www.observatory.ph/vm/geophys_maps.html. May, 2008. DPWH National Water Resources Board 2001, Philippine Groundwater Database Well Record of Water Development Corporation. (Unpublished) Quezon City Profile 2012. Report No.4. Urban Population. National Statistics Office. June 2006.
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Section 10
Annexes
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Annex 1 Original Sworn Accountability Statement of Proponent
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This is to certify that all the information and commitments in this ENVIRONMENTAL IMPACT STATEMENT (EIS) REPORT for the PROPOSED Project North Star of AYALA LAND, INC. located at Vertis North, Brgy. Bagong Pag-asa, Quezon City are accurate and complete to the best of our knowledge, and that an objective and thorough assessment of the project was undertaken in accordance with the dictates of professional and reasonable judgment. Should we learn of any information, which would make this EIS Report inaccurate, I shall immediately bring the said information to the attention of DENR-EMB National Capital Region (EMB-NCR).
I hereby certify that no EMB-NCR personnel was directly involved in the preparation of this EIS Report of the PROPOSED Project North Star of AYALA LAND, INC. other than to provide procedural and technical advice consistent with the guidelines in the DAO 03-30 Revised Procedural Manual.
I hereby bind myself to answer any penalty that may be imposed arising from any misrepresentation or failure to state information in this EIS Report.
In witness hereof, I hereby set my hand this _____ day of ___________ at ______________.
SUBSCRIBED AND SWORN TO before me this _______ day of _____ 2017, affiant exhibiting his Community Tax Certificate No. ________________issued at ____________ on _________. Doc No. _______________ Page No. _______________ Book No. _______________ Series of 2017
____________________________ CATLEYA L. MOYA Attorney-in-fact
____________________________ JOSEPH CARMICHAEL Z. JUGO Attorney-in-fact
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Annex 2 Original Sworn Accountability Statement of Preparer
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This is to certify that all the information and commitments in this ENVIRONMENTAL IMPACT STATEMENT (EIS) REPORT for the PROPOSED Project North Star of AYALA LAND, INC. located at Vertis North, Brgy. Bagong Pag-asa, Quezon City are accurate and complete to the best of our knowledge, and that an objective and thorough assessment of the project was undertaken in accordance with the dictates of professional and reasonable judgment. Should we learn of any information, which would make this EIS Report inaccurate, I shall immediately bring the said information to the attention of DENR-EMB National Capital Region (EMB-NCR).
I hereby certify that no EMB-NCR personnel was directly involved in the preparation of this EIS Report of the PROPOSED Project North Star of AYALA LAND, INC. other than to provide procedural and technical advice consistent with the guidelines in the DAO 03-30 Revised Procedural Manual.
I hereby bind myself to answer any penalty that may be imposed arising from any misrepresentation or failure to state information in this EIS Report.
In witness hereof, I hereby set my hand this _____ day of ___________ at ______________.
SUBSCRIBED AND SWORN TO before me this _____ day of ____________ 2017, affiant exhibiting his Community Tax Certificate No. 20064608 issued at Quezon City on ____________ , 2017. Doc No. __________ Page No. __________ Book No. __________ Series of 2017
____________________________ MIGUEL C. CAISIP Team Leader
____________________________ ANDRE MARI B. CAISIP Team Member