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TRANSCRIPT
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1.2 PURPOSE OF THE PROJECT :
TOTAL PETROLEUM PHILIPPINES CORPORATION [ TPPC ] is a subsidiary of TOTAL OF
FRANCE which is considered as the words fifth largest OIL and GAS company. At present it
operates a total of fourteen ( 14 ) refineries and around 8,000 service stations throughout the
world. TPPC was formed in 1997 as a part of TOTAL commitment to form part of the Philippinebusiness environment and of the spirit of oil deregulation.
An initial capital outlay of S$ 20 million was used to establish the transshipment depot
in Bataan as well as install technologies that not only assures efficient delivery of service but
also protection and care for the environment.
The proposed project is expected to generate an average monthly volume of 250 Kl or
about 25% of the demand, broken down as follows: Diesel120 kl, Premier Unleaded70 kl,
Super60 kl.
The estimated volume is expected to increase at a minimum of 10% annually.
1.3 LOCAL AND AREA TO BE COVERDED BY THE PROJECT
Tagaytay City is located in the Province of Cavite, approximately 56 kilometers south of
Manila, with a total land area of 6,615 hectares, which represents about 5. 14% of the total
area of Cavite Province. It lies within 120 56 latitude and 14 16 longitude and overlooksManila
Bay on the north, Teal Volcano and Teal Lake on the south and Laguna de Bay on the east.
The City linked by the National Highway to the Metropolitan Manila Area and to the
Province of Batangas. It is also connected by roads to the adjoining municipalities of Amadeo,Mendez, Indang, Silang and Alfonso in Cavite towards the northwest, to the municipalities of
Calamba and Sta. Rosa in Laguna in the northeast and to the town of Talisay in Batangas in the
south.
The proposed TPPC outlet will be constructed along Tagaytay-Batangas via Tuy Highway
in Brgy. Mendez Crossing East, Tagaytay City.
The site will have an area of approximately 2,500 square meters. The land will be lease
for a period of fifteen ( 15 ) years from Mr. Vidal Pascasio and Ms. Pamela Pascasio.
Photocopies of Option to Lease proposal and Transfer Certificate of Title No. T-58555. (Attach. 3 and 4 )
The project site configuration and exact boundaries are shown in location/vicinity plan.
1.4 DELINEATION OF PRIMARY AND SECONDARY IMPACT AREAS
THE direct impact area is the project site itself.
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The secondary impact area is within the 200 meters radius from the station, which
consists of commercial establishment and residential area.
1.5 PROJECT DETAILS
THE main component of this service station are as follows:
. Three (3) units pumping island with canopy
. Three (3) units underground storage tanks
1 Diesel (32 kl.)
1 Super (24 kl.)
1 Premier Unleaded (24 kl.)
. Equipment Room with
1 unit 50 KVA standby Diesel Gen. Set
1 unit air compressor
1 unit 5000 liters overhead water tank
. Convenience Store (La Boutique) and office with toilet
. Staffs quarter with toilet and bath
. Public toilet
. Septic Tank
. Car Wash Bay
. Car Care Bay
. Oil and Water Separator
. Free and service area (air and water)
. Open and landscape areas
. Parking areas
1.6 PROJECT DEVELOPMENT PHASES/ACTIVITIES
1.6.1 Pre-Construction Phase
This includes the preparation of plans, engineering specifications and bidding for
the contractor.
Issuance of Building Permits and Clearance from the concerned government
agencies, including the issuance of an Environment Compliance Certificate (ECC).
1.6.2 Project Construction Activities/Timetable
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Attached is TPPC progress chart of the project specifically indicating each activity
and the number of days the work is expected to be accomplished. It is project to be completed
within 120 working days or with 37,000 man-hours. As there are overlapping of work, see
attached Bar Chart details.
a. Site clearing, grubbing, uprooting, scraping 10 daysb. Concreting of driveway, ramp and shoulder 50 daysc. Excavation for underground tanks and backfilling 30 daysd. Construction of office building/masonry works 70 dayse. Plumbing water supply and drainage works 40 daysf. Carpentry Works 40 daysg. Steel trusses and pinline 30 daysh. Construction of Canopy 30 daysi. Pump island construction 30 daysj. Painting works 50 daysk. Installation of equipment 20 daysl. Landscaping 10 daysm. Finishing and Turnover 10 day
CONSTRUCTION BAR CHART
Activities D A Y S
10 20 30 40 50 60 70 80 90 100 110 120
Site clearing
Concreting of driveway
ramp and shoulder
Excavation for
underground tanks &
backfilling
Construction of building
office/masonry works
Plumbing and drainage
works
Carpentry works
Steel trusses and pinline
Construction of canopy
Construction of pump
island
Painting works
Installation of equipment
Landscaping
Finishing and turnover
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1.6.3 Project Cost
The estimated project cost, which excludes the lease rental of the property, is
approximately P 10,000,000.00 broken down as follows:
Particulars
I. Earthworks P 750,000.00II. Civilworks 4,650,000.00III. Steelworks 900,000.00IV. Mechanical Works 1,100,000.00V. Electrical Works 1,100,000.00VI. Sanitary /Drainage Works 900,000.00VII. Equipment Rental 300,000.00VIII. Permits and Others 300,000.00
Total Project Cost P 10,000,000.00
1.6.4 Equipment and Materials to Be Used
List of equipment to be used are dump trucks, trailer trucks, concrete mixer, transit
mixer, payloader, excavator, compactor, concrete vibration welding machines and others.
Construction materials to be used are available locally.
1.6.5 Manpower Requirements
The contractor is expected to hire about 30-40 manual, skilled and semi-skilled workers,
although it varies depending on on-going activities. This manpower will be recruited locally.
1.6.6 Operational Phase
The proposed TPPC outlet will be operate and managed by a TPPC dealer. The projected
sale volume is 250 KL/month on a normal twenty four (24) hours a day, seven (7) days a week
operating period.
The estimated volume is expected to increase at a minimum rate of 10% annually.
The station will also provide vehicle maintenance services such as mechanical repair,
change oil/tune-up, vehicle washing and tire maintenance. Its salesroom will sell car
accessories, food and other consumer goods.
1.6.6.1 Manpower Requirements
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At the operational phase, the service station is expected to utilize a
service of about 30 persons composed of the following:
Description Manpower
1. Manager 12. Cashier 3 (1 per 8-hr. shift)3. Gasoline boy/girl 15 (5 per 8-hr. shift)4. Mechanic 25. Utility Man 26. Security Guard 27. Maintenance Supervisor 28. Sales Clerk 29. Store keeper 1
Total 30
1.6.6.2 Water Requirements
Once , fully operational, the services station will require an estimated
eight (8) cu.m. of water for its daily consumption. The operation of the station is not
expected to significantly affect the water supply situation of the nearby communities.
The source of water will be by deepwell.
1.6.6.3 Wastewater Generation
Discharge of wastewater will also amount to 8 cu.m. daily. The large
fraction of this wastewater will come mainly from car washing and does not go through
the septic tank but directly to the oil and water separator before discharging into local
drainage system.
1.6.6.4 Solid Waste Generation
The volume of solid waste to be generated during operational phase isestimated to be around twenty (20) kilograms per day. These wastes will be in the forms
of rags, old newspaper, used oil and air filters, empty cans or plastic containers, office
wastes and food refuse. These solid waste will be sorted out where cans and plastic
containers will be sold to prospective buyer and the rest will temporarily stored in large
trash bins until collected by the citys garbage collector.
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1.6.7 Project Maintenance Throughout Its Lifespan
TOTAL PETROLEUM PHILIPPINES CORPORATION (TPPC) have a
standard/specifications for construction of their oil/water separator. Please refer to
attached Oil and Water Tank Detail Plan. The contractor according to TPPC maintenance
program will implement the specs/diagram of above facilities.
The construction of the Oil and Water Seperator for this service station
shall be discussed thoroughly in application for an Authority to Construct and Operate
Waste Water Treatment Facilities which willbe applied after the issuance of an
Environmental Compliance Certificate (ECC).
The TPPC Dealer on the other hand will be required to implement certain
environmental and safety measure like:
1. Strict usage Oil and Water Separator, used oil can be sold for use of termiteprevention.
2. Regular inspection of monitoring the three (3) underground storage tanks.3. Maintain growth of trees and plants for aesthetic value.4. No Smoking policy is strictly imposed.5. The cans and gallons of disposed gear oil and other lubricant can be re-cycled as
water container, water pail and water pots.
6. Good Housekeeping of station at all times.7. Contingency measures in case of fire, oil spill, tank leaks shall be implemented.8. Proper maintenance of waste water treatment facility shall be undertaken.9. Adequate traffic warning sign shall be located in strategic location of the station to
prevent vehicular accident.
1.6.8 Abandonment Phase
Gasoline Stations are normally rehabilitated or modernized every five (5) years
rather abandoned. The infrastructures are built to last for fifty (50) years or more while
the fuel dispensing machines & lifters are replaced occasionally.
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However, in the event of early abandonment, the various structures shall be
demolished utilizing pneumatic breakers, sledge and hand chisels. All existing
equipment /machinery will be transported back to TPPC warehouse. The steel and
lumber members maybe removed and reused as construction materials, while the
concrete maybe utilized as land fill. Demolition work could cost about P100,000 using a
seven-(7) man wrecking crew.
2.0 DESCRIPTION OF PRESENT LEVEL OF ENVIRONMENTAL SETTING
2.1 METHODOLOGY FOR DATA GATHERING
The data gathering activities were conducted by the IEE preparer and assisted by
the project proponent using the following methodologies.
Ocular inspection was conducted at the project site and the surroundingareas to determine the existing land uses, the receiving body of water,ecological characteristics, the geophysical features, etc.
Socio-Economic Data was obtained from the socio-Economic Profile ofTagaytay City.
Coordinate with the concerned barangay officials for the issuance of abarangay endorsement for the project.
2.2 CLIMATE
Tagaytay Citys climate is characterized by relatively low temperature, low
humidity and abundant rainfall. The city is endowed with cool and invigorating climate
with average temperature of 22.7 degree Celsius. Situated approximately 600 metersabove sea level, the city is misty and is relatively cooler during months of December,
January and February. Like most areas in the Provinces of Cavite, the City has two
pronounced seasons: dry from November to April and wet during the rest of the year.
Rainfall: Maximum rainfall usually occurs from July to September. The citys
annual rainfall is 2,321.5 mm with a peak of 573.5 mm in August ad low 5.1 mm in
February.
Relative Humidity: Relative humidity is the measure of the moisture content of
atmosphere. The average relative humidity of Tagaytay is 78 percent. This makes thecity cooler than the Metropolitan Manila Area where the average relative humidity
exceeds 81 percent.
Wind Directions: Northeastern winds prevail in the city during the months of
October to April. Winds came from the southwest during May to September. The
average speed of wind is 6 knots per hour.
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Typhoons: 31 to 40 percent of the typhoons visiting Philippines affect Tagaytay City.
The probable months of typhoon season are from June to December.
2.2 TOPOGRAPHY
Tagaytay City is characterized by mixed topography. The southern and easternportions are covered by hills and mountains, which are generally forest and open
grassland. These are the ridge areas with slope ranging from 10.1 to 25 percent.
On the other hand, the portions adjoining the municipalities of Mendez, Indang,
Amadeo and Silang are level to nearby level area interspersed with very gently sloping
surface. The built-up areas including the urban center are situated in three relatively
level portions of the city.
2.4 POWER SOURCE
Power source will be by MERALCO. In case of power failure a standby 50 KVA
Diesel Generator set is on hand.
2.5 AIR QUALITY
Ocular inspected of project site shows heavy volume of traffic especially during
peak hours that could increase the concentration levels of air pollutants (TSP), Volatile
Organic Compound (VOC) levels, Hydrocarbon, Carbon Monoxide and Nitrogen Oxides.
The allowable levels of major air pollutants are set by DENRs National Ambient
Air Quality Guideline for Criteria Pollutants. See Table 2
TABLE 2
DENR National Ambient Air Quality Guideline for Criteria Pollutants
Poluntant S h o r t T e r m (a) L o n g T e r m (b)Ug/Ncm Ppm Ave. Time Ug/Ncm Ppm Ave. Time
Suspended
Particulate
Matter (e)TSP
PM-10
230
150 (g)
24 hours
24 hours
90
60
--
--
1year
1year
Sulfur Dioxide (e) 180 0.07 24 hours 80 0.03 1year
Nitrogen Dioxide 150 0.08 24 hours -- -- --
Photochemical 140 0.07 1 hours -- -- --
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Notes:
a. Maximum limits represented by (98%) values not to be exceeded more than once ayear.
b. Arithmetic mean.c. Annual Geometric Mean.d. Evaluation of this guideline is carried out for 24-hours averaging time and averaged
over three moving calendar months.
e. SO2 and Suspended Particulate are sampled once every 6-days when using themanual methods.
f. With mass median diameter less than 25-50 m.g. With mass median diameter less than 10m.
Source: DENR Administrative Order No. 14 Series of 1993
2.6 NOISE QUALITY
Since the area is described as residential/with heavy commercial components it is
categorized as class B area see Table 3 Environmental Standard for noise General Areas.
TABLE 3
ENVIRONMENTAL QUALITY STANDARDS FOR NOISE IN GENERAL AREASCategory of Area Daytime (dBA) Morning & Evening (dBA) Nighttime (dBA)
Oxidants as Ozone 60 0.03 8 hours
Carbon Monoxide 35
Mg/Ncm
10
Mg/Ncm
30
9
1 hours
8 hours
--
--
--
--
--
--
Leads (d) 1.5 -- 3 mo. (d) 1.0 -- 1 year
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AA 50 45 40
A 55 50 45
B 65 60 55
C 70 65 60
D 75 70 65
Note:
Category of the Area
Class AA - A section or contiguous area which require quietness such as area within 100 meters
from school sites, nursery schools, hospitals and special home for the aged.
Class AA section or contiguous area which is primarily used for residential purposes
Class BA section or contiguous area which is primarily a commercial area.
Class CA section or contiguous area primarily reserved as a light industrial area.
Class DA section or contiguous area primarily reserved as a heavy industrial area.
Division of 24-hour Period
Morning - 5:00 a.m. to 9:00 a.m.
Daytime - 9:00 a.m. to 6:00 p.m.
Evening - 6:00 p.m. to 10:00 p.m.
Nighttime - 10:00 p.m. to 5:00 a.m.
2.7 ECOLOGICAL SYSTEM
Since the site and its vicinity is heavy built-up, there is no sensitive ecological system
such as mangrove and forestland that will be affected by the project.
2.8 LAND USE
Housing and Land Use Regulatory Board (HLURB) certified that the property is within
Commercial Zone. (Attach. 5)
The project is endorsed by the Barangay Chairman of Brgy. Mendez Crossing Easy,Tagaytay City. (Attach. 6)
2.9 SOCIO-ECONOMIC INDICATORS
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All the data and information provided herein have been obtained from the National
Statistics Office (NSO) based on its latest published survey results.
2.9.1 Demography
Population Growth: The citys proximity to Metro Manila, its cool climate, sereneatmosphere and captivating view coupled with the increasing efficiency of community
services and facilities make it a seedbed of settlement and tourism development.
In view of the rapid growth and development, there is a considerable increase in the
citys population during the last four (4) years. From a total population of 25,188 in
1993, it has risen to 30,933 in 1997 as revealed in the survey conducted by the City
Government of Tagaytay.
Population Density: Presently, the City has a population density of 5 person/ Ha.
Sex and Age Structures:In 1997 survey, the population of Tagaytay was fairly close split
between male and female within 56.46% and 48.36% distribution respectively. The
dependent population (below 15 and over 64) compromised 38% of the total population
or a total of 11, 737.
2.9.2 Labor Force
The total labor force population in Tagaytay is 19,196 or 62% of the total
population.
2.9.3 Education and Literacy
Literacy: Literacy rate of household population over ten years old and over
numbered 20,426. Out of these, 19,707 or 96% were literate while 719 or 3.52% are
illerate.
Education Attainment: Education attainment of house hold population: those who had
a high school education or does numbered 8,669. These included undergraduates at
3,425 and graduates at 5,244. People with post-secondary (vocational) numbered 878
with 155 undergraduates and 723 graduates. College undergraduates numbered 1,710while academic degree holders numbered 1,843.
The rest are divided into pre-schoolers (633, 4-6 years); elementary (8,966); those with
no educational attainment (2,009) and those who did not respond comprised 81
individuals. There are twenty five (25) schools in the city. Twenty (20) elementary
schools, three (3) secondary schools and two (2) tertiary schools.
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2.9.4 Housing
Based on the 1997 Census conducted by the Barangay Nutrition Scholars (BNS), there
are 8,286 dwelling units in the city. In comparing the number of dwelling units with the
number of households, it is notable that there is an excess of 936 dwelling units in the
city. This could be due to the presence of dwelling units owned by families residingoutside the city. At present, there are 64 subdivisions scattered around the city.
The large number of residents who do not own the land where their house stands
emphasizes the magnitude of squatting problem obtaining within the city. This problem,
however, has been partly alleviated with the recent completion of Corehouse projects
from which 131 single detached housing units were established in Barangay Kaybagal
West and Barangay Sungay South in behalf of the so-called squatters who are actual
residents of Tagaytay. There is also a 30 unit housing project located at Barangay
Neogan and a 40 unit duplex housing project for the employees of the City Government
located at Kaykulot, Barangay Sungay.
2.9.5 Socio-Economic Aspects
Industrialization in City of Tagaytay has achieved a considerable rapid pace of
development in the last few years. As a result its working population has been
increasingly absorbed by the non-agricultural sector, mostly the service and the
manufacturing sectors.
The economy of Region IV, where the City of Tagaytay is located is expected to
experience improve growth rates.
2.10 FUTURE ENVIRONMENTAL IMPACT WITHOUT THE PROJECT
Because of the rapid growth of commercial, residential and industrial
establishments on that area, the expected environmental setting shall be as follows:
Air Quality - The level of air pollution will continue to rise. Noise Quality - Noise level are expected to increase. Land/Resource Use - The area is expected to be completely filled-up and commercial will
spread to the adjoining areas.
Ecosystem - There would be one less establishment operating in the area but it wouldnot be sufficient to alter the general land use pattern. Socio-Economic Indicators - The population of Tagaytay City will increase as a result of
various development projects which would also result in the influx of migrant workers.
These will tend to increase family income and government revenues but would be
added burden to the public infrastructures, utilities and services.
2.11 PROJECT SITE AND SURROUNDING AREAS
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Pictures of proposed project site is attached. (Attach. 7)
3.0 ENVIRONMENTAL IMPACTS IDENTIFICATION AND ASSESSMENT
3.1 PHYSICAL/CHEMICAL EFFECTS
3.1.1 Water Quality
Construction Phase - Provision of temporary toilet and bath facilities for theuse of construction workers could contaminate the ground water and the
disturbance of topsoil could cause erosion, which could contribute to
turbidity of nearest water body.
Operational Phase - Since the main source of water supply shall be fromdeepwell, there would be an increase in water demand of that area. And
there would be a possible contamination of groundwater and surface water
due to domestic wastes, oil spills and leaks during fuel transfer, pumpingoperations and from motor vehicles being services. The oil wastes could
affect any receiving body of water not only in terms of aesthetics but organic
composition as well. The project proponent shall therefore provide the
necessary mitigating measures.
3.1.2 Air Quality
Construction Phase - Ground preparation works will generate dustemissions that could be carried by wind into adjacent areas.
Operational Phase - During operation, VOC emissions will be releasedwhen filling the underground tanks and during vehicles refueling.
3.1.3 Noise Quality
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Construction Phase - Noise will occur during construction. This will comefrom construction equipment such as excavator, pay loader, dump trucks,
conc. Mixer, etc.
Operational Phase - Source of noise during operation is mainly from thevehicles of refueling customers. However it is expected to be minimal since
they are not yet at high speed another potential source of noise is the 50KVA diesel generator, which will be used only during main power source
breakdown.
3.1.4 Generation of Solid Waste Construction Phase - Solid wastes will be generated by workers and
construction activities. These include the human wastes, debris and excess
material form of lumber and concrete.
Operational Phase - Solid wastes in the form of plastic can, oil containers,Office wastes and sludge accumulated at storage tanks.
3.2 LAND USEThe operation of this station will not change the present use of the land, which is
of commercial use.
3.3 ECOLOGICAL EFFECTSThere are no rare or endangered species of plant, animal or aquatic life, whichshall be affected by the implementation of the project.
3.4 AESTHETIC EFFECTSWith modern design and architectures, construction of this outlet will definitely
improve the visual quality of the area. No infrastructures or archaeological site
will be affected.
3.5 SOCIO-ECONOMIC EFFECTSAs earlier mentioned, the purposed of the project is to address the need for
additional petroleum outlet area. When completed it will supply about 25% of
the total untapped demand for fuel in that area.
There will be an increase in revenue for both local and national governments. It
will contribute to faster development/industrialization of the municipality. It will
provide additional job opportunities to local residents.
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3.6 SUMMARY MATRIX OF PREDICTED ENVIRONMENTAL ISSUES/IMPACTS ANDTHEIR LEVEL OF SIGNIFICANCE AT VARIOUS STAGES OF DEVELOPMENT.
Legend: + positive impacts S short term R reversible 1 lowimpact
- positive impacts L long term I irreversible 1 moderateimpact
0 no significant impacts 1 highimpact
ACTIVITIES
CAUSING
IMPACTS
PREDICTED IMPACTSCLASSIFICATI
ON
TIME
SCALE OF
IMAPCTS
NATURE OF
CHANGE
REVERSIBLE/
IRREVERSIBLE
MAGNITUDE
OF IMPACT
SITE CLEARING Solid wastegenerator
Dust generation Noise generation Generation of
employment
-
-
-
+
S
S
S
S
R
R
R
R
2
2
2
2
CONSTRUCTION
STAGE
Soil erosion Dust generation Noise generation Domestic waste
generation
Solid wastegeneration
Traffic congestion Risk & hazard to
workers
Risk & hazard topedestrians
Risk & hazard toadjoining
Generation ofemployment
-
--
-
-
-
-
-
-
+
S
SS
S
S
S
S
S
S
S
R
RR
R
R
R
R
R
R
R
1
11
1
1
1
1
1
1
2
OPERATION
STAGE
Risk of groundwater
contamination
Increase in VOCemission
Noise emission Domestic sewerage
generation
Wastewatergeneration
Solid wastegeneration
Traffic congestion Risk & hazard to
employees
Fire hazards Toxic/ hazardous
waste
-
-
-
-
-
-
-
-
-
-
L
L
L
L
L
L
L
L
L
L
R
R
R
R
R
R
R
R
R
R
2
2
2
2
2
2
2
3
3
3
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4.0 ENVIRONMENTAL MANAGEMENT PLAN
This section describe the various mitigating measures, which shall be undertaken by the
project proponent to address the negative impacts as discussed in identified environmental
impacts. As this is part of issuance of Environmental Compliance Certificate (ECC), the
proponent is fully committed to undertake these measures.
4.1 WATER QUALITY CONTROL MEASURES
4.1.1 Soil Erosion Control Measures
Excavation and ground preparation will be done during dry season or atfavorable weather condition
Excavated material will be stockpiled or disposed properlyTree planting, landscaping of open areasRiprapping along water channel if necessary4.1.2 Domestic Wastewater Treatment Facilities
The gasoline station shall be provided with TPPC, standard toilet and bath
with septic tank for use of their personnel and customers.
The contents/waste collected by these tanks will be pumped out
periodically.The drawing of septic tank is shown on TPPC standard drawing of septic
tank.
4.1.3 Oil and Water Separator
Oil and water separator will be installed together with the construction of
car wash bay and car care bay.
The main objective of this facility is to segregate the oil from the water.
The three (3) chambers Oil/Water separator follows the American petroleum
institute system for treatment method and detention time. Oil and patrol spills
as well as wastewater shall be coursed to this chamber. Using the difference in
the density between oil and water. The oil being lighter liquid stays at the top
while the heavier water occupies the lower portion. The oil may then be
skimmed off and place in a container while the oil free water is finally discharged
into the sewer lines. The drawing of the Oil/Water Separator is shown on TPPC
standards drawing of Oil/Water Separator.
Generation ofemployment
Change in land use-
-
L
L
R
R
2
2
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4.2 AIR QUALITY CONTROL MEASURES
4.2.1 Dust Control Measures
Regular spraying with water of exposed work areas and access roads.
Spraying causes the dust to be waterlogged which will prevent them from gettingairborne. Another measure is to disseminate schedule o deliveries of
construction material and to impose a speed limit of 10 kph for all motor vehicles
and equipment.
4.2.2 VOC Emission Control
The operator of the station shall employ a balanced vapor filling method
in filling of underground tanks, usually located at its remote area. This method
releases less ninety percent (90%) VOC emissions than the conventional splash
filling or submerged filling method. Sufficient air vents are connected to the
underground tanks for control of gas formation.
4.3 NOISE QUALITY CONTROL MEASURES
Installation of temporary perimeter fence to seal or isolate the area. Provision of
mufflers and other sound proofing materials on equipment. Proper maintenance and
operations of said equipment.
As much as possible construction shall be undertaken only during daytime period to
prevent sleep disturbance to nearby communities.
4.4 DISPOSAL OF SOLID WASTE
Majority of solid waste generated by the service station can be recycling such as tin can
public containers. The operator for possible sale and recycling will do segregation of this waste.
Disposal of garbage will be done through city garbage disposal system.
4.5 ECOLOGICAL MEASURES
There will be designated open areas on the portion of the site where greening and
landscaping may be undertaken.
4.6 ENVIRONMENTAL MANAGEMENT
With the issuance of the Environmental Compliance Certificate (ECC). The project
proponent will be required to implement and promote a sound concept environment
protection. A monitoring program shall be instituted to regularly check the effects of the
operation of the station on the environment. Some of the monitoring activities are:
1. Weekly Inspection/maintenance of Oil/Water Separator.
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2. Water sampling test yearly if necessary.3. Observation of VOC emission through sound judgment.4. Noise level test.5. Regular maintenance and clearing/declogging of drainage systems.
4.6.1 Matrix of Environmental Monitoring Plan
AREA OF CONCERN PARAMETEREQUIPMENT/
SAMPLERFREQUENCY
AREA TO BE
MONITORED
A. CONSTRUCTIONPHASE
1. Soil Erosion
2. Air Quality
3. Solid Waste
4. Wastewater
5. Noise Level
6. Drainage System
7. Safety and HealthHazard
8. Traffic Congestion
Ground & soilstability
Dustconcentration
VOC levels
Volume of solidwaste
Amount of wastewater
Actual soundjudgment
Ocular inspectionof existing
drainage system
Signs relating tosafety will be
posted on the
construction site
Proper trafficmanagement
Ocular inspection ofexcavation
Regular spraying ofwork areas
Rigid perimeter wallto enclose the area
Observation of VOCemissions
Sorting of solidwaste & proper
waste management
Provision oftemporary sanitary
facilities
Noise observation
Work to be doneduring daytime
period only
Installation ofpermanent drain
line along Tagaytay-
Batangas via Tuy Hi-
way
De-clogging ofexisting drain line
Provision of safetygadgets to workers
and portable fire
extinguishers
Provision of trafficsigns
Regular inspectionof these wall
During excavationperiod
As frequent aspossible
Prior to excavation Daily
Daily disposal ofsolid waste
Weekly inspectionof sanitary facilities
Daily
Prior to actualconstruction
activities
Daily
Daily
The entireconstruction site
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9. Risk & Hazards toAdjoining Prperties
Rigid perimeterwall to seal the
area
AREA OF CONCERNPARAMETER
EQUIPMENT/
SAMPLERFREQUENCY
AREA TO BE
MONITORED
B. OPERATION OFSERVICE STATION
1. Air Quality
2. Solid Waste
3. Surface/ GroundWater
contamination
4. Wastewater
5. Noise Level
6. Drainage system
7. Fire Risk
8. Ecological
9. Traffic Congestion10.Toxic/hazardous
waste generation
VOC Levels
Volume of SolidWaste
Oil grease andBOD content
Amount ofwaste water
Actual soundjudgment
Through ocularinspection
Through theoperation of
the station
VegetativeCover
Proper Trafficmanagement
Amount ofused oil etc
Observation ofVOC emission
Volume of SolidWaste
GravimetricMethod and Azide
Modification
Provision of triplechamber septic
tanks
Noise Observation
Declogging of drainlines
Installation ofseveral fire
extinguishers on
strategic location
Maintenance oflandscape areas
Provision of trafficSign
Proper storageprior to disposal
Daily
Daily determinationof the amount or
volume of solid
waste generated
Annually
Yearly inspectiondisposal if necessary
Daily
Annuallly
Regular fire drill andFamiliarization of
firefighting
equipment
Daily
Daily
Daily
The EntireConstruction
Site
Oil and Waterseparator
At dispensingarea & UGT
tank
Landscape Area
Driveway
Lubebay Area
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4.7 CONTINGENCY MEASURES
A Contingency Plan has been drawn up to prevent, control and limit possible damage to
the station and surrounding areas in the event of fire and oil spill. The dealer of the station willform a fire brigade team that shall be composed by all personnel of station. The responsibilities
of the team are following:
A. During Fires Initial Stage: Verifying transmission of the alarm to employees and the citys fire
department.
Assisting in evacuation.B. Other Responsibilities
Training service station personnel in the fire extinguisher use and evacuation
Pre-fire planning Routine inspection of fire equipment and fire hazards Maintaining fire brigade equipmentThe same team shall also be responsible on the control of oil/petrol spill. The
standard team shall procedure is to immediately cover the spill with dry sand or absorbents. All
leak from lines, valves, containers etc. shall be stopped immediately.
The effectiveness of this plan be tested through regular conduct drill.
4.8 INSTITUTIONAL RESPOSIBILITY
Institutional responsibilities in the implementation of the environmental management
plan depend on the proponent and the concerned government agency. The proponent has the
responsibility to guarantee that the environment is maintained in its present condition if not
improved with the implementation of the project. It is also responsible in ensuring the
implementation of the mitigation measures to minimize the adverse impact of the project to
the environment. On the other hand, the government agency is responsible for ensuring the
efficiency of the installed mitigation measures and ensuring that the proponent is in compliance
with existing environmental regulations.
If required in the ECC the proponent shall set up an Environmental Monitoring Fund
(EMF) for monitoring of the project by the Multi-partite Monitoring Team (MMT) through aMemorandum of Agreement (MOA) that shall be drafted and approved/signed by the
proponent together with the representative from the DENR, Local Government Unit (LGU),
Non-government Organization (NGO) and the affected resident.
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4.9 SUMMARY MATRIX OF PROPOSED MITIGATION AND ENHANCEMENT MEASURES, ESTIMATED COST & RESPONSIBILITIESProject Activities Impact Prediction Mitigation or
Enhancement
Cost of Mitigation
or Enhancement
Measures
Institutional
Plan
Schedule Guarantees
Contracts
A. SITE CLEARING Increase in dustconcentration
Solid wastegeneration
Noise generation
Potential soilerosion/ damage
to adjoining
properties
Increase in trafficcongestion
Vegetation loss
Regular spraying ofexposed areas
Proper disposal ofdebris / vegetationetc.
Rigid perimeter wallto enclose the area
Work to be done onfavorable weather
condition
Designation ofpersonnel who shall
be designated as
traffic offices and
use of sign boards
Landscaping of openspaces
Cost ofmitigation is
already
included in the
constructioncost
To be doneby the
proponent
and
contractor
Duration ofthe
construction
period
Inclusion asterm &
condition in
the contracts
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Project Activities Impact Prediction Mitigation or
Enhancement
Cost of Mitigation
or Enhancement
Measures
Institutional
Plan
Schedule Guarantees
Contracts
B. CONSTRUCTIONPERIOD
Soil erosion andincrease in
turbidity of
receiving body of
water
Increases in dustconcentration
Noise generation
Generation ordomestic sewage
waste water
Generation of solidwaste
Safety hazard forworkers
Exaction to be doneon favorable
weather condition
Regular spraying onwork areas
Good maintenanceof construction
equipment/pro
vision of mufflers
Rigid perimeterwall to seal the area
Limit activitiesduring daytime
hours
Provision oftemporary sanitary
facilities for
workers
Proper disposal ofsolid waste
Provision of safetygadgets
-do- -do- -do- -do-
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Project Activities Impact Prediction Mitigation or
Enhancement
Cost of Mitigation
or Enhancement
Measures
Institutional
Plan
Schedule Guarantees
Contracts
Safety hazard topedestrian
Traffic congestion
Rigid perimeterwall to enclose the
area and signs
relating to safety
will posted
Coordinate with thetraffic enforcer
within the locality
and signs and
traffic designation
of a personnel as
traffic officer
-do- -do- -do- -do-
C. OPERATION OFTHE GASOLINE
STATION
Increase in waterdemand
Ground watercontamination
VOC emission
Oil contamination
Water conservationwill be
implemented by
the management
Use of qualitystorage tank
Use of balancevapor filing method
for underground
tanks
Provision of oil andwater separator
Cost ofmaintaining
the station is
included in
operating cost
To be doneby the
proponent
and
contractor
Monitoringby DENR
Duringoperation
stage
yearly
for thestation to be
profitable
the
proponent
will see to it
that it is well
kept/included in
the project
operational
cost
projectoperational
cost
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Project Activities Impact Prediction Mitigation or
Enhancement
Cost of Mitigation
or Enhancement
Measures
Institutional
Plan
Schedule Guarantees
Contracts
Nosie generation
Increases in powerdemands
Generation of solidwaste
Generation ofsewage
Traffic congestion
Fire risk/safety
Risk and hazard topersonnel
Toxic/ hazardouswaste generation
Strictly no blowingof horn on the
station & proper
training of
personnel to
minimize noise
Power conversation Proper collection
and disposal of solid
waste
Provision of septictank
Provision ofadequate parking
space and strict
enforcement of
traffic rules and
regulation.
Installation ofportable fire
extinguishers
Regular training ofpersonnel safety
Property collectionand disposal
hazardous waste
-do- -do- -do-
Daily
Daily
Daily
-do-
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Project Activities Impact Prediction Mitigation or
Enhancement
Cost of Mitigation
or Enhancement
Measures
Institutional
Plan
Schedule Guarantees
Contracts
Increase ineconomic activities
Increase in local andnational
government
revenues
Job opportunitieslocal residents shall
be given preference
in hiring
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5.0 STATUS OF THE PROJECTThe Project will be implemented only after securing an Environmental Compliance
Certificate (ECC) from the Department of Environment and Natural Resources (DENR)