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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)