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PHYSICAL CHARACTERISTICS
Topography,
Slope and Elevation
Pateros is a low-lying area. It is only about 2.0 meters above
sea level with its highest elevation at about 4.0 meters above
sea level. Its almost sea level elevation has caused perennial
flooding in most of the municipality. High tide in Laguna
Bay, which causes backflow of seawater from the Manila Bay
into the Pasig River up to Pateros River, coupled with heavy
rains, have caused floods in the low-lying areas of Pateros.
The whole
municipality is almost of flat terrain with slope rising only
up to 2.5% slanting downward towards Laguna Lake. Such terrain
and slope makes Pateros very suitable for urban development.
Geology
and Geomorphology
•
Rock Formation
The geology
of Pateros is made of quaternary deposits, specifically alluvium
(Qal) in the eastern portion and clastic rocks (Qc) in the
western area.
Alluvial
deposits are characterized by unconsolidated mixture of sand,
gravel, and considerable silt and clay derived chiefly from
the weathering of pyroclastic and volcanic rocks. They generally
occupy the extensive coastal and floodplains around Laguna
de Bay. These include recent river deposits covering the older
rocks on flat lowlands but exclude the residual soil in extended
plains and cultivated uplands.
Clastic
rocks are composed principally of tuffaceous sedimentary detritus,
which includes waterlaid and reworked sandy tuffs. They are
generally bedded and well stratified and are found in places
intercolated with thin beds of fine tuff. The major portion
of the area west of Laguna Lake, particularly from Pateros
to Los Baños, is made up of interbedded tuff, marine
sediments and volcanic ash, known as "Laguna Formation"
or Guadalupe Tuff. This rock formation is considered very
important because of its good water-bearing characteristics.
The rock
formation is significant in determining groundwater supply
but does not have any bearing on flooding since the major
factors affecting flooding are the elevation of the area and
of the existing water bodies.
• Fault Lines
Pateros
is within the Marikina Valley Fault System. The West Marikina
Valley Fault which moves down from Marikina to Calamba crosses
Pateros from the northeast down to southwest, hitting Barangays
Sto. Rosario-Kanluran, Sto. Rosario-Silangan, Magtanggol,
Sta. Ana, San Roque, and Martirez. The path of the fault line
nearly follows the division of the two geologic characteristics
of the municipality.
The MVFS
is a newly classified active fault based on a recent mapping
and trenching work conducted by Punongbayan and others (1990).
It is a potential earthquake source located only 5 kilometers
east of the center of Metro Manila. The fault strikes nearly
north-south extending from the eastern end of Tagaytay Ridge
to as far north as the boundary of Rizal and Bulacan provinces.
The fault skirts along the western shore of Laguna Lake and
cuts through the Pasig-Marikina River Junction with a local
vertical displacement of at least 70 meters. Historical earthquakes
is difficult to correlate with the activity of the MVFS because
of limited available data but the possibility that this structure
could have generated some of the past earthquakes cannot be
totally ruled out.
Other
fault lines and trench that are assessed to significantly
impact Metro Manila are the Philippine Fault Zone (PFZ), the
Lubang Fault, Casiguran Fault, and the Manila Trench. The
presence of the MVFS that cuts through Pateros and the other
potential earthquake sources make the municipality critical
with respect to man-made structures.
Soils
•
Soil Types
There
are two major soil types identified in Pateros. These are
the Guadalupe and Marikina Series. These soil series are characterized
in terms of surface texture, slope, soil erosion, and flooding
hazard. The soil types in Pateros are represented as about
GdBAOI and MkHA, for Guadalupe and Marikina series, respectively.
The Guadalupe
series is one of the soils of the plains. This series is underlain
by volcanic tuff of varying degrees of disintegrated weathering.
The surface soil is very dark brown to nearly black plastic
clay. When dry, it has coarse, granular to cloddy structure.
The subsoil is lighter in color than the surface soil. Spherical
tuffoceous concretions are present in both the surface soil
and the subsoil. Limestone concretions are also in some areas.
This type of soil is utilized mostly for lowland rice, corn,
and root crops.
The Marikina
series is a typical recent alluvial soil. The surface soil
is medium or light brown in color. Just below the surface
soil is a horizon of very dark brown to dark gray in color,
a little heavier in texture than the surface soil. This is
the most distinguishing characteristic of the Marikina series.
A tuffaceous material in varying degrees of weathering and
disintegration underlies the substratum of this series. The
presence of a dark-colored horizon in the subsoil is indicative
of good drainage. The Marikina soil occupies all of Marikina
Valley from Montalban to Pateros. The soil being light in
texture loses moisture easily. Soil of a heavier texture is
located on the west of the fault line. There are three types
of this series: loam, clay loam, and silt loam. Its good external
and internal drainage makes this soil type suitable mostly
to rice, corn and sugar cane, some fruit trees and bamboo
along rivers.
These
two soil types of Pateros are suitable for cultivation and
had been the reason for the predominantly agrarian economy
of Pateros during the past decades.
• Soil Suitability
Soil suitability
for some specific use is based on certain criteria, according
to the use under consideration. A soil suitability analysis
indicated that Pateros is equally suitable for urban use,
for diversified crops, for tree crops, and for rice. As part
of highly urbanized Metropolitan Manila, the whole of Pateros
can be considered highly appropriate for urban use.
• Soil Erosion
Erosion
is the process by which soil particles are removed and transported
by run-off water and/or air. Its degree and occurrence depend
on several factors such as the degree and length of slope,
intensity and distribution of rainfall, vegetative cover and
land use, and physical characteristics and profile. The degree
of erosion in any area varies from slight to very severe depending
on the amount of topsoil and subsoil removed and the presence
of gully formation. Being almost flat, Pateros does not possess
any erosion potential.
Drainage
and Hydrology
Drainage
refers to the frequency and duration when soil is free of
saturation. It is a factor that requires critical consideration
in evaluating soil suitability since it invariably affects
land utilization.
Pateros
is within the Laguna Lake Basin. The whole Laguna Lake basin
is drained by various rivers: Marikina, Taguig, Angono, and
Napindan Rivers in Rizal; San Juan, San Pedro, and San Cristobal
rivers in Laguna while Pasig River serves as the gateway of
Laguna Lake on the east Manila Bay on the west drains the
Laguna Lake via the Napindan River.
The Pateros
River, a tributary of Pasig River mainly drains Pateros. This
river runs from Barangay Sto. Rosario (K) to Barangay Aguho
on the western side of the town. Being linked to the Pasig
River, the flow and direction of Pateros River is dictated
by -
the elevation of the lake water surface at the Pasig-Napindan-Marikina
junction,
the tide elevation in the Manila Bay, and
the elevation of the lake surface of Laguna.
Pateros
drainage is governed by the behavior of the bodies of water
mentioned. Aside from Pateros River, the municipality is drained
by a number of creeks. The other two major waterways are the
Sta. Ana River and Sto. Rosario River. Creeks include Panday
Creek and Napindan Creek.
Being
a flat and low-lying area and the way the natural drainage
pattern has been disrupted by riverbed siltation and obstruction
of waterways, the town has been subjected to recurring yearly
floods, especially in the areas near the Pateros River and
the creeks.
Meteorology
There
is no weather gauge in Pateros. The nearest gauge is located
at the Ninoy Aquino International Airport (NAIA), thus the
records taken from this station are used in analyzing the
climate of Pateros.
• General Climatic Type
Pateros
falls under climatic Type I of the Modified Corona's Classification
of Philippine Climates. This is characterized by a relatively
dry season from January to April and wet during the rest of
the year.
•
Rainfall
The rains
start during the month of May, reaching its peak on July,
August, and September, through November. The annual rainfall
from 1961 to 1995 is 1,849.3 mm with an average of 113 raining
days per year. This is slightly lower than the 1951-1970 average
of 1,933.7 mm with 143 raining days per year. This can be
explained by the El Niño phenomenon in the mid-eighties.
• Temperature
The mean
temperature in Pateros is 27.45ºC. The average minimum
temperature is 23.2ºC while the average maximum temperature
is 31.7ºC. The low temperatures are recorded starting
December through February. The temperatures slowly increase
and reach their peak in May during the summer months. The
average temperatures of 1961-1995 given above are slightly
higher than the 1951-1970 averages of 26.6ºC mean, 22.2ºC
minimum, and 31.0ºC maximum temperatures. This indicates
the slowly increasing average temperature of the area through
the years.
• Relative Humidity
Relative
humidity is the ratio of the amount of water vapor actually
present in the air (g/m3) to the maximum possible density
of vapor in the air (g/m3) at the same temperature. The average
humidity in Pateros in 1961-1995 is 75%, slightly lower than
the 1951-1970 average of 78%. The highest humidity is recorded
during the rainy months of June to November through December.
• Prevailing Winds
The predominant
winds that pass over Pateros are the Northeast and Southeast
monsoon. Eastern winds predominate over the municipality most
of the year, from October to May, June to September experiences
the western winds. The average wind speed is 3 miles per second
(mps).
NATURAL
RESOURCES
Water
Resources
•
Surface Waters
The surface
water of Pateros consists of Pateros River and its tributaries,
Sta. Ana and Sto. Rosario Rivers. The surface waters of Pateros
are all in very poor state. They are polluted and silted.
River pollution mainly comes from sewage and solid wastes.
Solid wastes and particles that flow with stormwater runoff
cause siltation. Siltation results to lower volume capacity
of a waterway since the materials settling at the bottom of
the river occupy space. This causes overflowing of rivers
during heavy downpour.
Aside
from pollution and siltation, the Sta. Ana and Sto. Rosario
Rivers are encroached by residences. This changes its effective
width at various points. The encroachment of these rivers
increases its pollution with sanitary sewage and solid wastes
from the households.
The Pateros
River, being a direct tributary of Pasig River, is included
in the Pasig River Rehabilitation Program (PRRP). Among the
key activities of the PRRP, programs that are to be implemented
on the Pateros River is the resettlement of illegal settlers
and embankment protection.
• Groundwater
Based
on the groundwater assessment (by Ingledow and Associates),
groundwater development potential of Pateros is rated medium.
The quality of the water derived from the numerous willow
and deep wells in Pateros are found unfit for human consumption.
From the CDM report "Groundwater in the MWSS Service
Area" in May 1976, specific samples taken from private
wells in San Roque and the Poblacion yielded water that exceed
the permissible limits set by the National Standards for Drinking
Water (NSDW).
Potable
water supply thus comes mainly from the Manila Water and Sewerage
System sources and distributed by Manila Water Company.
• Water Use and Regulation
The rivers
of Pateros were once used as a transport channel and as a
harbor for the Malay, Chinese, Swedish, and Indian vessels
that periodically called to disembark merchandize and to engage
in commerce in the Pateros, Pasig and neighboring areas. As
previously mentioned, Pateros, which was then Aguho, has gained
the monicker "embarcadero" meaning "small port".
The Pateros
River accordingly was also used to support the duck raising
and balut industry of the municipality. Because of pollution
and residential encroachment and except for the annual fluvial
parade along Pateros River, the rivers of Pateros are no longer
used for transport nor for any economic activity. The ground
waters of Pateros have also been assessed as unfit for human
consumption.
Land
Capability Classification
Land capability
classification is attributed to physical characteristics (topography
or slope, drainage, texture) and chemical characteristics
(fertility, salinity). Studies show that the land capability
of Pateros for cultivation is "very good" for more
than half of the land area and "good" for the rest
of the area. Likewise, the land capability for urban use is
"very good" for more than half of the area and "moderate"
for the remaining area. As such, while the town is considered
as already urbanized, a small portion of the town is still
being used for agricultural purposes.
ENVIRONMENTAL
SITUATION
Water Pollution
•
Surface Waters
The surface
waters of Pateros are polluted and silted with almost the
whole length of the Sta. Ana and Sto. Rosario rivers encroached
by residential structures. The Pateros River, being part of
the Pasig River Rehabilitation Project, is already being cleared
of illegal settlers.
Pollution
is mainly caused by wastewater and solid wastes while siltation
is caused by solid wastes and solid particles that flow with
stormwater run-off as well as soil erosion from river banks.
Wastewater refers to both domestic and industrial sewage and
other wastewater. There are four (4) industries located in
Pateros that are potential sources of industrial sewage. All
located along M. Flores Street in Barangay Sto. Rosario-Silangan,
these industries are -
Nutri-licious Food Corporation - fruit juice, processed fruit,
and purified water manufacturer;
Reed and Decker Industries, Inc. - paint manufacturing;
Ballet Plastic Packaging - plastic bottles manufacturing;
and
Lavandero Industrial, Inc. - laundry services.
The effluent
outfall of these industries is the Pateros River that eventually
flows to Napindan River. Records from the Laguna Lake Development
Authority (LLDA) showed that these companies do not dispose
sewage effluent beyond set standards. This indicates that
the major contributors to the pollution of the rivers are
the households. This includes the significant number of households
that used to throw their night soil into the river but are
being reduced because of communal toilets and all the households
whose other wastewater eventually end up in the rivers.
• Groundwater
The groundwater,
as tested through samples from wells within the municipality,
is not fit for human consumption. Although there were no available
biological test results, a 1975 chemical analysis of water
from public wells and selected private wells within the Laguna
Lake Basin revealed that 2 of 3 samples from selected sites
in Pateros exceed permissible limits set in the National Standards
for Drinking Water. The pollution of the groundwater with
e-coli can be traced to wastewater and sewage disposal. The
open pit privy and the design of septic tanks allow the seepage
of liquid sewage through the ground to the water table and
contaminating it.
Environmental
Sanitation
Pateros
does not have a municipal sewerage. The most accepted method
of managing sanitary sewage is the use of sanitary or water-sealed
toilets that lead to a septic tank for digestion and leaching.
In 1998, more than 700 households or 7% of the total households
do not use any toilet facility. These households are those
in the blighted areas of the municipality where the dwelling
units are very crowded and where water supply is very limited.
The usual practice was disposal of night soil into the river.
With the communal toilet facilities constructed by the municipality,
the households without toilet facilities significantly decreased
in 1999 to less a hundred households that represent less than
1% of the total households.
The use
of the communal toilets, however, raised issues on cleanliness
and maintenance. These tasks are the responsibilities of household
beneficiaries but some do not cooperate. Thus, they are locked
and are available only for the use of households that maintain
them.
Solid
Waste Management
Pateros
has an effective solid waste management system as proven by
its awards in relation to this area. It won 1st runner up
in the Cleanest and Greenest Municipality for 1997 as awarded
by the National Capital Region (NCR) Search Committee for
the Presidential award for the Cleanest and Greenest LGUs
and the Cleanest Inland Bodies of Water. It again won 2nd
runner-up for the same award in 1998.
• Generation
A 1997
Japan International Cooperation Agency (JICA) Study on Solid
Waste Management for Metro Manila reveals that Pateros generates
about 29 tons of solid wastes a day, the least among all the
municipalities and cities of Metropolitan Manila (Table 3-4).
This can be attributed to its population that is lowest in
the region and its per capita solid waste generation that
is second lowest at 0.52 kg/day.
The Waste
Amount and Composition Survey (WACS) of the same study revealed
that in Metro Manila, the highest generators are commercial
establishments, restaurants in particular. Households are
the second lowest generators with institutions producing the
least quantity of solid wastes. Other types of generators
classified in the Study are markets, streets, rivers (cleansing),
and other commercial establishments. The WACS result has not
been broken down per LGU but it can be inferred that this
trend applies also in Pateros.
Per type
of waste, the highest quantity generated is kitchen wastes,
consistent with the highest solid waste generator, that is
restaurants. The other types of wastes generated are paper,
plastic, metals, grass and wood, leather and rubber, ceramic
and stones, among others.
• Collection
The local
government unit (LGU) conducts the collection of solid wastes
in Pateros through its Environmental Sanitation Center (ESC)
with assistance from the Metropolitan Manila Development Authority
(MMDA) and a hired contractor. Pateros is the only LGU in
Metro Manila that is still being assisted by MMDA in terms
of rubbish collection through the detailing of collection
trucks and staff.
The municipality
owns one 12-m3 collection truck. Assigned from MMDA are one
12-m3 collection truck and one 6- m3 compactor. In addition
to these, MMDA provides supplemental trucks (about two 6-
m3 compactor) daily upon request and Pateros hires a contractor
to ensure that all solid wastes are collected.
To facilitate
collection, the town is divided into three (3) districts,
consisting of District 1 - Barangays Sta. Ana, San Roque,
Martirez, and Aguho; District 2 - Barangays Sto. Rosario-Silangan,
Sto. Rosario-Kanluran, Magtanggol, Tabacalera, and San Pedro;
and Barangay Poblacion as a lone barangay. The collection
schedule is as follows:
District 1 - MWF
District 2 - TThS
Poblacion - Daily
Collection Efficiency
The 1997
JICA Study showed that only 48% of the solid wastes generated
in Pateros are collected. This, however, is not accurate considering
that the efficiency was determined by the quantity of wastes
collected vis-à-vis the estimated generation. This
did not consider resource recovery, such as segregation of
recyclables and compostibles, which may have been conducted
at source prior to collection.
The average
volume collected per trip or per truck is 11.45 m3 which indicates
that the collection vehicles are full during collection. The
1999 data will be used in the subsequent estimation of collection
efficiency. The collection efficiency of Pateros is at 79%
(without considering resource recovery at source) determined
as follows:
Assumptions:
- waste
volume collected in 1999 is the same as that of Year 2000
- average per capita generation is 0.50 kg.
- 0.30 tons/m3
• Disposal
Just like
the other LGUs in Metro Manila, Pateros disposes its solid
wastes in the San Mateo landfill located in San Mateo, Rizal.
This site is scheduled for closure at the end of the year
2000 due to protests from the residents in the area. The MMDA,
through the Office of the President, are accepting proposals
from private proponents for viable alternative landfill sites.
• ESC Personnel
Sixty-seven
(67) MMDA-detailed staff and four (4) local personnel man
the Environmental Sanitation Center (ESC) of Pateros. Consisting
of garbage collectors, sweepers, office staff, drivers, and
the ESC head. All the local personnel are drivers.
Air
Pollution
Air pollution
is a common problem in densely populated areas. Major sources
of air pollution are vehicular traffic and industries. In
the case of Pateros where there are only four (4) industries
that do not have significant volume of air pollutants, vehicles
are the main sources of air pollution.
Modeling
for air pollutants cannot focus on small areas such as Pateros.
The domain must be so large as to encompass all pollutant
sources that contribute to ground level concentrations in
the region. The whole of Metro Manila must be modeled so that
any trans-boundary fluxes of pollutants are negligible.
A study
conducted in Metro Manila in 1975 to 1978 (Isidro-Valeroso
and Monteverde, 1992) on the diurnal variations of the concentrations
of atmospheric pollutants showed two types of concentration
variations exhibited by the pollutants depending whether these
are photochemically reactive (NO2, S O2, HC, and Ox) or non-photochemically
reactive (CO and particulate matter). Samples were taken in
five (5) sites, namely Quiapo, Herran, Pasay, Cubao, and Bicutan.
The variation corresponding to non-photochemically reactive
pollutants show two maxima, one in the morning at 8:00 A.M.
and a secondary in the evening from 8:00 - 9:00 P.M. The photochemically
reactive pollutants exhibit only a single maximum at about
noontime or early afternoon.
Another
study on air pollution planning for Metro Manila (Manins,
1991) used a grid pattern in identifying sample sites. Sulfur
dioxide (SO2) emissions from mobile sources or vehicles. The
other LGUs have more than one sample since their areas are
included in more than one grid. The quantity of SO2 emissions
depends on the traffic volume apart from meteorological factors
as wind direction.
KEY
ENVIRONMENTAL ISSUES AND CONCERNS
Except
for geological concerns, environmental issues in Pateros are
linked to it's being part of Metro Manila.
Pateros
is subject to natural hazards
• Flooding
Heavy
rains accompanying typhoons or the southwest monsoon usually
cause flooding. Flooding is a chronic problem afflicting large
areas of Pateros, specifically the western portion of the
municipality near the Pateros River and the low-lying areas
adjacent to the Sta. Ana River such as Barangays Sta. Ana
and San Roque. Because of the local climatic condition, Metro
Manila is visited by an average of 18-20 flood events yearly,
although only a few causes severe damage (Punongbayan, et.al.,
1993). It is estimated that 47% of the average annual rainfall
is due to typhoons. Floodwaters are usually due to excessive
rainfall particular during the months of May-November when
the southwest monsoon coincides with the typhoon season.
Flooding
problems are aggravated by inadequate or non-existent drainage,
improper waste disposal, low river capacity due to siltation
and lack of maintenance, tidal transgressions. For Pateros,
flooding is also affected by the behavior of Manila Bay and
Laguna Bay that may result to backwash of the Pasig River
and Pateros River during heavy rains and typhoons.
• Volcanic Hazard
There
are two active volcanoes - Pinatubo and Taal - which are possible
sources of volcanic hazard to Metro Manila. Due to its relative
distance, however, light moderate ashfalls are the only volcanic
hazard that may be expected to affect the metropolis. This
adds to sediments in the water bodies. The June 15 1991 Pinatubo
Volcano eruption showered Metro Manila and adjacent areas
with a few millimeter thick ashfall. Some parts of the metropolis
were also deposited with considerable amounts of ashfall during
the past eruptions of Taal Volcano in 11754, 1922, 1965-1969.
• Earthquake
Pateros
has experienced numerous earthquakes in the past. Statistically,
Metro Manila is likely to be hit by a strong (Intensity 7)
earthquake every 17 years. The return period of an Intensity
8 earthquake similar to the July 1990 earthquake is about
79 years.
Five seismic
source zones have been identified as the loci of major earthquake
that hit Metro Manila in the past. These are the MVFS, PFZ,
Lubang Fault, Casiguran Fault, and Manila Trench. Pateros
is traversed by the MVFS.
The chief
seismic hazards to which Pateros is prone are ground shaking,
liquefaction, and surface rupturing. Of the five seismic sources,
the MVFS and the Philippine Fault Zone will most likely generate
the strongest level of ground shaking in the metropolis (Punongbayan,
et.al., 1993).
Aside
from the earthquake magnitude and the distance from the earthquake
source, ground shaking for a given site is determined to a
large extent by the character of the underlying substrate.
Pateros is underlain by two distinct lithologic units, the
Guadalupe Formation and the Quaternary to Recent Alluvium
(Marikina Series). These formations are cut by the MVFS. The
areas underlain by soft and thick sequence of fine sediments
will most likely experience average to above average levels
of ground shaking depending on the thickness of these soft
materials. Similarly, the eastern portion of Pateros falls
under the above average severity while the western portion
fall under the average severity.
Among
the identified potential earthquake generators, the MVFS,
particularly the West Marikina Valley Fault, could produce
a surface rupture that could affect certain areas within the
metropolis. In general, the stronger the earthquake, the longer
the expected length of the surface rupture and consequently,
the larger anticipated maximum displacements. At least 5 meters
on either side of the mapped active fault traces is recommended
as a buffer zone. Within this 10 meter wide zone, allowable
land use should be limited to open space, parks, and similar
low intensity land utilization activities.
An evaluation
based on the depth of water table, thickness of saturated
sand layers, and to a limited extent, grain size characteristics
to determine potential for liquefaction shows that Pateros
has high liquefaction potential. The identified liquefaction-prone
areas have characteristically willow water table (3 meters
or less) with thick (10 meters or more) piles of water-saturated
fine sediments (sand to clayey sand).
Similarly,
Saldivar-Sali classified Pateros as very high earthquake risk
based on the types of soil or rock material, the depth of
the adobe bedrock (or thickness of the soil) which in turn,
controls resonance or swaying of a structure.
Lack
of green/open spaces
Although
the soil in Pateros is moderately found to be highly suitable
for the growing of trees and agricultural crops, its dominantly
urban landscape and limited land area constrain such activity.
The town is thus, characterized by very limited green and
open spaces. There is a need, therefore, to maximize the use
of potential open spaces such as riverbanks and school grounds.
Alarming
rate of urban environmental degradation
• Contaminated water resources
Both surface
and ground waters are contaminated. All surface waters are
polluted and silted. With the exception of Pateros River that
still flows and has at least retained its width throughout
its length, the other rivers in the municipality are reduced
to small creeks and canals due to encroachment of residences,
solid wastes on its banks, and growth of water hyacinth. This
is a far cry from the clear waters of these rivers in the
1960s. Ground waters, meanwhile, are not fit for human consumption.
This situation makes Pateros dependent on outside sources
for its water needs.
• Absence of a municipal sewerage and lack of sanitation
facilities
Despite
the provision of communal toilets for households in several
congested residences, there are still a number of families
that do not have any toilet facilities. Also, some household
beneficiaries of communal toilets do not cooperate in the
cleaning and maintenance of said facilities thus some of these
toilets are locked for use only of the families who help in
the cleaning. This indicates that there are still households
who dispose their night soil in the rivers and creeks.
Further,
although more than 90% of households use sanitary facilities
with corresponding septic tanks, this does not warrant an
acceptable effluent disposed onto the waterways. Septic tanks
with their digestive and leaching chambers reduce the biochemical
oxygen demand (BOD) of the sewage by only 40% which results
to an effluent that is not within set standards. Attainment
of acceptable effluent quality requires the installation of
municipal wastewater treatment facilities with the required
network of sewers to collect the wastewater for treatment.
• Noise pollution and air pollution due to traffic
Since
Pateros is situated adjacent to Pasig City, Makati City, and
Taguig, traffic to and from these areas will enter or pass
through Pateros. The expected high volume of vehicles is factors
that affect noise and air pollution in the municipality's
main thoroughfares.
• Increasing generation of solid wastes
As population
grows, it is expected that the production of solid wastes
will also correspondingly increase, that is, if measures are
not done to minimize waste generation. An increase in generated
solid wastes will have a consequent effect on the collection
and disposal capacity as well as the administrative capability
to manage these activities. At present, Pateros is not capable
to collect the generated solid wastes in the municipality
with its own resources, thus the assistance from MMDA. An
increase in the quantity of solid wastes generated by the
people may require additional collection vehicles and personnel.
The closure of the Sto. Mateo Landfill by the end of the year
2000 poses a bigger problem, in terms of solid waste disposal.
DEVELOPMENT
CONSTRAINTS AND OPPORTUNITIES
Constraints
• Geological Characteristics
Pateros
has a slope of up to 2.5% only. This affects the natural flow
of storm run-off and would require appropriate engineering
intervention to ensure that the needed slope for drainage
is met and to avoid pond formation and floods in certain areas.
This situation is alleviated by the municipality's elevation,
that is, between 2.0 m. to 4.0 m. which is almost at sea level.
High tide in Manila Bay causes backflow of the Pasig River
and its tributaries including Pateros River. Such situation,
coupled with heavy rains and a very low natural slope for
drainage, Pateros gets locked in floodwaters rising until
waist-high on many occasions. This requires strategies to
prevent the overflow of waterways while at the same time being
able to remove storm water run-off collected within the area.
Moreover,
Pateros is within the West MVFS making it vulnerable to ground
shaking, liquefaction, and surface rupturing. It is classified
as very high earthquake risk based on a foundation engineering
perspective. Such situation limits the development of man-made
structures or requires specialized attention to the structural
integrity of large infrastructure developments.
• Geographical Location
Pateros,
with its small land area, is surrounded by three (3) urban
local government units, Makati City and Pasig City, that are
highly urbanized with their consequent urban environmental
problems. Taguig, being part of Metropolitan Manila, is also
moving towards that level of urbanization.
Pollution
cuts through geographical boundaries. Air pollution depends
upon wind and other climatic factors. The absence of air polluting
industries does not guarantee a cleaner air in the municipality
or does it limit air pollution sources to vehicle emissions.
The area and its neighbors are roofed by an airshed where
air movement is governed by various meteorological factors.
The same is true with water pollution. Even if the rivers
and creeks of Pateros will be dredged and improved, pollution
from the Pasig River will eventually creep in because of water
backflow during high tide. Rivers and creeks form a network
that affects every branch.
Since
pollution cuts across boundaries, it requires an integrated
approach in river rehabilitation and in abating air pollution.
Such situation is an advantage for Pateros with its limited
resources. Pollution management programs are conducted metropolitan-wide.
The municipal government has to make sure that it becomes
part of such undertakings and that it is given adequate assistance.
• Existence of Blighted Areas
Blight
areas in Pateros do not always mean squatters or illegal settlers.
There are areas in the town that are so congested and do not
have the needed infrastructure facilities such as drainage
and sanitary facilities that they become unsanitary and become
sources of environmental problems. The congested population
generates so much solid wastes in a relatively small land
area that its management, specifically storage for collection,
becomes difficult. Some wastes are thrown onto nearby rivers
or creek. The lack of sanitation facilities results to disposal
of night soil also onto the river. Further, most of these
blight areas are in flood-prone locations increasing environmental
problems during floods with wastes floating with the water
and accelerating occurrence of water-borne diseases.
Development
Opportunities
• Manageability of the Area
The limited
land area of Pateros can be considered a distinct advantage
and an opportunity to undertake realizable environmental programs
and projects. With a responsive planning and budgeting process,
priority programs to address the environmental concerns can
be easily undertaken and adequately managed.
• Metro-wide Urban Management
The environmental
issues concerning Pateros extends beyond its municipal boundaries.
This would require the cooperation of adjoining cities and
municipalities in Metro Manila. Pateros is part of the MMDA
and this could serve as a venue to promote concerted action
to address the environmental problems in Pateros and nearby
localities. |