EMB 2012 Water Quality Status Report Final

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    2012 WATER QUALITY STATUS REPORT

    A. WATER BODIES AND CLASSIFICATION

    Central Visayas region, Region 7, is located at the central part of the Visayas islandgroup with a land area of 15,875 km. It is bordered by the Visayan Sea and the province ofMasbate in the north, Mindanao Sea in the south, Negros Occidental in the west and theisland of Leyte in the east. It consists of four (4) provinces, namely: Cebu, Bohol, NegrosOriental and Siquijor (see figure below). It includes three (3) independent cities namely:Cebu City, Mandaue City, and Lapu-Lapu City. Cebu City is its regional center.

    As of the 2010 Census and Housing Population conducted by the National StatisticsOffice, Central Visayas had a population of 6,800,180 making it the 5th most populous of the

    country's 17 regions. The census showed an average annual population growth rate of1.77% from 2000 to 2010, significantly less than the national average of 1.90%. The regionseconomic strengths are in exports, tourism, and commerce. It is home to several economiczones, nationally recognized tourist attractions and facilities as well as shipping and tradingcompanies.

    Figure 1. Map of Central Visayas

    As a whole, the region is hilly and mountainous. The flatlands of the region serve asthe land for farming and other cottage industries. The region experiences little or no rainfallat all because of the mountains that serve as protection against the strong typhoons thatother parts of the country get. But there are times that the region gets affected by strongtyphoons. The land used for farming in the region is not as big as the other regions. Asidefrom palay, the farmers also plant corn, sugarcane, abaca, coconut, tobacco and root crops.They also subsist on fishing because most islands are surrounded by water.

    There are also a number of home industries in the region. The people manufacture

    bags, fans, placemats and other household things. The food industry includes biscuits andbread, chicharon and other food items that only the region can produce. It is blest withbeautiful beaches, a plethora of sea life, and areas with natural wonders.

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    As of December 2005, the EMB Region 7 had classified 19 principal rivers, 11 minor

    rivers, and 10 bays. Below is the list of classified water bodies.

    Table 1. Regional Water Resources Profile(as of December 2005)

    # Name and Location Class Boundaries of each classification

    A. River or Stream

    1 Abatan River - Cortes, Bohol A Dorol, Balilihan, Bohol & upstream

    B Dorol, Balilihan down to Sto. Rosario, Cortes

    C Kamayaan down to its outlet at Poblacion, Cortes, Bohol

    2 Argao River-Argao, Cebu A Talaytay, Argao, Cebu going upstream to its headwaters.B Downstream of Talaytay, Argao

    3 Balamban River- Balamban, Cebu A Luca and Ginatilan, Balamban going upstream

    B Cabagdalan, Balamban downward to its exit point at Nangka,

    4 Banica River-headwaters inValencia, Negros Oriental with exitin Dumaguete City

    A Segment within Apolong and Sagbang and upstreamB Batinguel, Dgte. City up to West Balabag and Jawa, Valencia

    C Taclobo, Dgte. City down to its exit point at Calindagan, Dgte. City

    5 Bayawan River-Bayawan, NegrosOriental

    A Banga and Conalum Bayawan and upstream

    B Other segment downstream up to its exit at Poblacion, Bayawan

    6 Butuanon River-Mandaue City D Whole segment of the river7 Canaway River-Siaton, Neg O A Whole river system

    8 Cawitan River-Siaton NO A Whole river system

    9 Cotcot River-Compostela, Cebu A Exit to Camotes Sea at Cotcot, Compostela going upstream

    10 Danao River-Danao City, A Malapoc, Danao City going upstreamB Guinacot, Danao City and downstream

    11 Ginabasan River-Asturias, Ceb AA New Bago, Asturias going upstream

    A Segment downstream of New Bago

    12 Guadalupe River-Cebu City B Sandayong Bridge (Bgy. Sapangdaku) going upstream

    C Downstream of Sandayong Bridge

    13 Guihulngan River-Guihulngan,Negros Oriental

    A Upstream of Nagsaha, Guihulngan

    B Nagsaha, Guihulngan and downstream

    14 Guindarohan River-Minglanilla,Cebu

    A Upstream of Cantao-an, Naga

    C Cantao-an, Naga and downstream

    15 Inabanga River-Inabanga, Bohol A Upstream of Barangay Cawayan, InabangaC Cawayan, Inabanga and downstream

    16 Ipil River-Trinidad, Bohol A Exit at Poblacion,Trinidad, Bohol going upstream

    17 La Libertad, River-Neg.Or. A Exit to Taon Strait going upstream

    18 Loboc River- Loboc, Bohol A Segment within Nueva Fuerza, Carmen and upstreamB Villarcayo, Carmen and downstream to Loay, Bohol

    19 Luyang River Carmen, Cebu A Segment within Cantipay, Carmen and upstream

    C Segment within Cogon, Carmen and below

    20 Manaba River-Garcia Hernandez,Bohol

    A Whole segment upstream of Tabuan, G-Hernandez

    B Tabuan, G-Hernandez down to Calma, G-HernandezC Downstream of Calma and downstream

    21 Mananga River-Talisay, Cebu A Whole river system22 Matul-id River- Bohol A Whole stretch from its exit point to Cogtong Bay going upstream23 Ocoy River-Sibulan, Negros

    OrientalA Malaunay Spillway, Valencia, Negros Oriental and upstream

    B Downstream of Malaunay Spillway

    24 Pagatban River-Basay, NO B Whole river system

    25 Panamangan River-Bais City, C Whole stretch from its exit point to South Bais bay going upstream

    26 Sapangdaku River and itstributaries -Toledo City, Cebu

    A Cantabaco, Toledo City and upstream

    C Downstream of Cantabaco, Toledo City

    27 Siaton River-Siaton, NegrosOriental

    A Whole stretch from its exit point to Mindanao Sea at Poblacion, Siatongoing upstream

    28

    Sicopong River-Sta. Catalina,Negros Oriental

    A San Isidro, Sta. Catalina and upstream

    B Downstream of San Isidro to its exit at Caranoche, Sta. Catalina

    Sicopong River C Whole river system

    29Tanjay River-Tanjay, NegrosOriental

    A Upstream of San Jose TanjayB San Jose, Tanjay and downtream towards Taon Strait

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    Tyabanan River - Basay, NegrosOriental

    B Whole stretch from its exit point to Mindanao Sea at Bal-os, Basay goingupstream

    B. Shoreline

    1 Cansaga Bay-Consolacion, SC Whole bay area with boundaries to be delineated

    2 Maribojoc Bay SB Whole bay area

    3 North Bais Bay SB Whole bay area4 Silot Bay SB Whole bay area covering barangays Tayud, Poblacion, and Catarman,

    Liloan, Cebu

    5 South Bais Bay SB Whole bay area

    6 Coastal Waters Dgte City SB Coastal water within the jurisdiction of Dumaguete City

    7 Coastal Waters of Danao City SC Coastal water within the jurisdiction of Danao City

    8 Hilutungan Channel SB Whole of the channel9 Mactan Channel-Cebu SC Whole channel

    10 Olango Channel SA Within the Olango Bird Sanctuary

    SB Outside the Olango Bird Sanctuary

    Note that some rivers and bays are classified differently in its upstream, midstream,and downstream sections. The figure below shows the breakdown of classified water bodiesin Region 7 according to beneficial use.

    Figure 2. Breakdown of Classified Water Bodies

    Based on EMBs classification, inland water bodies are classified as follows:

    1 Class AA (Cebu); 25 Class A (5 in Bohol, 9 in Cebu, and 8 in Negros Oriental); 15 Class B (3 in Bohol, 6 in Cebu, and 6 in Negros Oriental); 10 Class C (3 in Bohol, 4 in Cebu, and 3 in Negros Oriental); and 1 Class D (Cebu).

    For coastal and marine waters, one bay is classified as Class SA, seven bays asClass SB, and three bays as Class SC.

    B. WATER QUALITY STATUS

    This report provides an overview of the current status of water quality of the region.This latest update relies on the selected indicators of water quality. Indicators are comparedto accepted environmental guidelines and criteria.

    There were five (5) rivers and three (3) coastal waters monitored by EMB 7 for theyear 2012, namely Butuanon River in Mandaue City; Sapangdaku River in Toledo City;

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    Guadalupe River in Guadalupe, Cebu City; Luyang River in Carmen, Cebu; GuindarohanRiver in Minglanilla, Cebu; Hilutungan Channel (East Coast Mactan) in Mactan Island;Maribojoc Bay (San Jose Drainage) in Tagbilaran City, Bohol; and Coastal waters ofBalamban and Todelo City, a part of Taon Strait, in Balamban, Cebu and Toledo City.These water bodies are officially classified as follows:

    Table 2. Water Bodies Monitored in 2012Name of River Location Official Classification

    Butuanon River Mandaue City Class D

    SapangdakuRiver

    Toledo CityUpstream of Cantabaco = Class ADownstream of Cantabaco = Class C

    GuadalupeRiver

    Guadalupe,Cebu City

    Upstream of Sandayong Bridge = Class BDownstream of Sandayong Bridge = Class C

    Luyang River Carmen, CebuSegment within Cantipay, Carmen and upstream = Class ASegment w/in Cogon, Carmen and below = Class C

    GuidarohanRiver

    Minglanilla,Cebu

    Upstream of Cantao-an, Naga = Class ACantao-an, Naga and downstream = Class C

    Hilutungan

    Channel

    Mactan Island,

    Lapu-Lapu City

    Whole channel = Class SB

    Maribojoc BayTagbilaran City,Bohol

    Whole bay area = Class SB

    Coastal Waters ofBalamban &Toledo City

    Balamban andToledo City

    Whole Taon Strait = Protected Seascape, Class SA

    These water bodies are valuable assets providing pastoral beauty, wildlife habitatand recreational opportunities to the region. Over the years, water quality in these waterbodies has generally improved substantially with more effective treatment technologies,better land management practices, and increasingly more stringent water quality regulations.Nevertheless, there is opportunity for additional improvement.

    Butuanon River and Guadalupe River had been monitored since these are inside theheavily industrialized and densely populated Metro Cebu area. These have extremely highpollution levels in terms of high BOD5concentrations, low oxygen levels, and high coliformcell counts. Monitoring of Butuanon and Guadalupe Rivers were continued to improve thewater quality due to public complaints being biologically dead situated proximate within theurban center of Mandaue City and Metro Cebu.

    Rivers in remote rural areas also show significant pollution levels. Both SapangdakuRiver in Toledo and Luyang River in Carmen are contaminated with fecal coliforms.Guindarohan River was monitored in 2012 for the purpose of reclassification because of thecurrent sand and gravel quarrying within the river system.

    Aside from the five (5) rivers, for the Beach Watch program, there is monthlymonitoring of Hilutungan Channel specifically in the area of selected Mactan Island Resortsand Maribojoc Bay specifically near San Jose Drainage area in Tagbilaran City, Bohol. TheCoastal Waters of Balamban, Cebu and Toledo City, which is part of the Taon Strait, wasmonitored in 2011 for the purpose of classification/reclassification.

    The table below shows the percentage of samples meeting the water quality criteriafor the water bodies monitored by EMB 7 for the year 2012.

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    Table 3. Status of Water Bodies

    Water Body Percentage of samples meeting water quality criteria (%)

    DO BOD pH Total Coliform Fecal Coliform

    1. Butuanon River 42 62 100 -

    2. Guadalupe River 100 13 100 - -

    3. Luyang River 100 100 100 0 0**

    4. Sapangdaku River 100 100 92 - -5. Guindarohan River 95 100 94 - -

    6. Mactan Island Resorts(East Coast Mactan)

    - - - 61 40

    7. Maribojoc Bay(San Jose Drainage)

    - - 100 20 6

    ** - based on Class B standard: 200 per 100 mL*** - based on the National Standards for Drinking Water:

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    Figure 4. Water Quality Monitoring of Butuanon River

    b. Water Quality Monitoring Results and Assessments

    Water Quality

    Butuanon River is a priority water body for many years. It has been identified tobe designated as Water Quality Management Area (WQMA). Butuanon River isclassified as Class D water body. Monthly water quality monitoring of Butuanon River isbeing conducted at eleven (11) sampling stations since the third quarter of 2011 until2012. The eleven(11) sampling stations include the following: (1) Camboga-ong Bridge,(2) Butuanon Bridge, (3a) Tingub Bridge, (3) Greenhills Outfall, (4) Pilit Treasure Island,(5) Old Pilit (HJR Outfall), (6) Canduman Bridge, (7) Bacayan Bridge, and (8) Sta. LuciaBridge, (9) Binaliw II, (10) Candurang, Pulangbato, and (11) Kalubihan, Talamban.

    However the Kalubihan, Talamban station was no longer sampled for the 2nd

    until the 4th

    quarter since the identified station dries up when there is no sufficient rain.

    The parameters monitored were Dissolved Oxygen (DO), Biochemical OxygenDemand (BOD5), Total Suspended Solids (TSS), pH, and Temperature, Total Coliform,Fecal Coliform and heavy metals were monitored. Results of the water quality monitoringare shown in Table 4.

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    Table 4. Butuanon River Water QualityPhysical and Chemical Characteristics(Class D)

    StnNo. Location

    Parameter

    pH DO BOD5 TSSmin max ave std min max ave std min max ave std min max ave std

    1Camboga-ong Bridge

    6.72 8.19 7.386.0-9.0

    0 1 0.2 3 42 22393.2

    715 25 324

    79.56

    Not morethan 60 mg/L

    increase

    2ButuanonBridge

    6.42 7.47 6.966.0-9.0

    0 1 0.3 3 44 27075.6

    315 18 82

    29.95

    Not morethan 60 mg/L

    increase

    3aTingubBridge

    7.33 7.89 7.716.0-9.0

    0 4 2.1 3 5 5916.5

    515 9 262

    28.73

    Not morethan 60 mg/L

    increase

    3GreenhillsOutfall

    7.38 7.97 7.746.0-9.0

    0 4 2.2 3 4 6413.4

    815 11 51

    20.03

    Not morethan 60 mg/L

    increase

    4Pilit TreasureIsland

    7.47 8.22 7.746.0-9.0

    2 5 3.4 3 3 43 9.3 15 15 8924.2

    7

    Not morethan 60 mg/L

    increase

    5Old Pilit (HJROutfall)

    7.38 8.2 7.846.0-9.0

    0 4 2.9 3 2 10511.5

    915 12 76

    25.66

    Not morethan 60 mg/L

    increase

    6 CandumanBridge

    7.56 8.16 7.78 6.0-9.0

    2 5 3.79 3 3 51 6.34 15 9 143 26.8 Not morethan 60 mg/Lincrease

    7BacayanBridge

    7.53 8.16 7.716.0-9.0

    2 5 3.5 3 2 16 5.54 15 17 11938.4

    6

    Not morethan 60 mg/L

    increase

    8Sta. LuciaBridge

    7.75 8.25 7.976.0-9.0

    5 6 5.38 3 1 6 2.26 15 5 5722.8

    5

    Not morethan 60 mg/L

    increase

    9 Binaliw II 7.49 8.38 8.006.0-9.0

    4 7 5.34 3 1 7 2.46 15 4 6819.2

    4

    Not morethan 60 mg/L

    increase

    10CandurungPulangbato

    7.78 8.22 7.986.0-9.0

    5 7 5.46 3 1 2 1.74 15 4 56 26.2Not more

    than 60 mg/Lincrease

    11Kalubihan,Talamban

    8.07 8.16 8.116.0-9.0

    5 7 5.59 3 2 13 4.27 15 3 30 9.32Not more

    than 60 mg/Lincrease

    StnNo. Location

    Parameter

    Cadmium Lead Total Coliform Fecal Coliformave std ave std min max geomean std min max geomean std

    1Camboga-ongBridge

    < 0.2- 0.10 -

    9.20E+0

    7

    1.60E+

    08

    1213260

    075000 3.50E+07

    1.60E+0

    8

    7483314

    8-

    2 Butuanon Bridge< 0.2

    - 0.098 -3.50E+0

    8

    3.50E+

    083.50E+08 5000 4.90E+07

    3.50E+0

    8

    1309580

    09-

    3a Tingub Bridge< 0.2

    - 0.077 -5.40E+0

    6

    1.60E+

    079295160 5000 1.70E+06

    3.50E+0

    62439262 -

    3 Greenhills Outfall< 0.2

    - 0.095 -2.20E+0

    7

    2.40E+

    07

    2297825

    15000 2.30E+06

    4.90E+0

    63357082 -

    4Pilit TreasureIsland

    < 0.2- 0.097 -

    5.40E+0

    5

    1.60E+

    06929516 5000 3.30E+04

    3.50E+0

    5107470.9 -

    5 Old Pilit (HJROutfall)

    < 0.2 - 0.093 - 1.60E+06

    5.40E+07

    9295160 5000 2.40E+05 2.40E+07

    2400000 -

    6 Canduman Bridge< 0.2

    - 0.095 -5.80E+0

    4

    5.40E+

    06559642.7 5000 2.30E+04

    1.40E+0

    6179443.6 -

    7 Bacayan Bridge< 0.2

    - 0.144 -1.60E+0

    6

    1>

    16E+61600000 5000 2.40E+05

    1.60E+0

    71959592 -

    8 Sta. Lucia Bridge< 0.2

    - 0.091 -1.70E+0

    5

    5.40E+

    05302985.1 5000 1.70E+05

    5.40E+0

    5302985.1 -

    9 Binaliw II< 0.2

    - 0.108 -2.40E+0

    5

    3.50E+

    05289827.5 5000 1.70E+05

    2.40E+0

    5201990.1 -

    10CandurungPulangbato

    < 0.2- 0.11 -

    5.40E+0

    5

    7.00E+

    05614817 5000 2.20E+05

    4.90E+0

    5328329.1 -

    11 Kalubihan,Talamban

    < 0.2 - - - 1.60E+06

    1.60E+06

    1.60E+06 5000 1.60E+06 1.60E+06

    1573358 -

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    The following data plots show the parameters DO and BOD5for the year 2012. Inorder to provide some orientation for the assessment of the data, the values for 100%DO saturation (typically for unpolluted water bodies), as well as the Class Drequirements for DO (40% DO saturation) and BOD (15mg/L BOD5) are also presentedin the graph.

    Figure 5. Average Monthly DO of Butuanon River

    .

    Figure 6. Average Monthly BOD of Butuanon River

    The BOD5 parameter represents the easily biodegradable portion of the waterpollution. Biochemical oxygen demand or B.O.D. is the amount of dissolved oxygenneeded by aerobic biological organisms in a body of water to break down organicmaterial present in a given water sample at certain temperature over a specific time

    http://en.wikipedia.org/wiki/Oxygenation_%28environmental%29http://en.wikipedia.org/wiki/Oxygenation_%28environmental%29
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    period. Only 62% of the data met the water quality criteria for Class D in terms of BOD,which is 15 mg/L. Likewise, only 42% of the data collected met the criteria for Class D interms of DO, which is 3 mg/L. Based on Figure 6, BOD5result peaked in the month ofMay with 49.27 mg/L BOD5, which is three (3) times higher than the Class D criteria.

    For the year 2012, the average BOD5 concentration for the Butuanon River is30.8 mg/L which is 2 times higher than the standard. Comparing this value for the past 3years, the average BOD5 is much lower than 2011, 2010 and 2009 which were 31.2,201.0 mg/L, 201 mg/L, and 51.8 mg/L, respectively. The significant drop indicates thatthere is great improvement in the water quality of the river.

    For the year 2012, the DO, as a correlating parameter of the BOD5, as well didnot reach levels acceptable to DENR Class D water quality standards of 3.0 mg/L for DOfor the months of April, June and November. Only for the months of February, May, July,and September were the DO concentrations above the standard 3 mg/L. The lowestreading was recorded in June and November at 2.55 mg/L.

    Pollution Sources and Load Assessments

    The following pictures were the middle and downstream portion of the ButuanonRiver. Different sources are contributing pollution in the river.

    Figure 7. Pollution Source Discharging to Butuanon River

    The picture confirms the high pollution during the year. BOD5values fluctuatingaround 1.0 mg/L and maximum finding of 490 mg/L indicate clearly that the big portion ofpollution is from industrial and domestic effluents. The decrease in the average BOD5indicates that efforts to improving the water quality of the Butuanon River, such as Adopta River/Estero Program, monitoring efforts of EMB, and other similar activities by otherorganizations, had effects on the river. However, the EMB 7 still have to enhance theirefforts in monitoring the locators along the river to further reduce BOD5concentration ofthe river to pass the standard, since it is only those upstream stations that passes theBOD5standard of 15 mg/L.

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    Public Health and Ecosystem Concerns

    Butuanon River is a highly contaminated water body which is bordering alongdensely populated areas in Cebu City and Mandaue City. There are rivebank areasdownstream which are occupied by informal settlers. For these residents directlyexposed to the river water, health risks are coming from high pollution levels with allkinds of organic compounds (as summarized by the BOD5 parameter). In this way, thepoor water quality of Butuanon River is depriving the residents from their quality of lifesignificantly.

    Butuanon River has experienced a general decline in the quality of its surfacewater over the last several years due to development, industrialization, and other humanactivities. Natural phenomena such as typhoons further exacerbate this decline in waterquality by increasing stormwater pollution loading to the water body. This results inblackening of its water, negative impacts to human and has limited the use of our waterresources.

    From the ecological point of view, the following data plots below are illustratingthe development of BOD5 concentrations in the different sampling stations alongButuanon River. The plot of BOD5 below shows that the highest BOD5average for theyear, 544.73 mg/L, was from station # 2 Butuanon Bridge. Comparing it with the 2008and 2009 highest BOD5average from station # 1 Camboga-ong Bridge, which were 73.4mg/L and 168.6 mg/L, respectively, the 2010 average is much higher than the 2008 and2009 average. The result also indicates the stations # 1 and 2 are the most polluted partof the Butuanon River.

    On the other hand, the most upstream has the lowest BOD 5of 15.33 mg/L sincelesser pollutant sources are located in that station. However, as compared to the 2009data, it is higher this year than last year wherein the Sta. Lucia Bridge Station had an

    average of 2.07 mg/L BOD5. This confirms that the most polluted part is the downstreamportion of the Butuanon River. This shows that the river is still far from rehabilitation.

    .

    Figure 8. BOD5Concentration in Butuanon River per Station

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    2. Guadalupe River

    a. Description and uses of water body

    Guadalupe River is a 12-kilometer water body which originates in the mountainarea of Cebu City in Brgy. Sapangdaku and eventually discharges into Mactan Channel.Approximately 8-kilometer length of the river is crossing Cebu City urban area, mostsignificantly the heavily densely populated areas of Cebu City. While the water ofGuadalupe River in the upstream area still can be used for drinking, bathing and forwashing purposes, the middle and downstream portions of the river is used as drainagecanal.

    b. Water Quality Monitoring Results and Assessments

    Water Quality

    Guadalupe River has been a priority water body for many years. EMB 7 is

    conducting quarterly water quality monitoring of Guadalupe River at four (4) samplingstations. The four (4) sampling stations include the following: (1) Topaz Bridge, (2)Sanciangko Bridge, (3) B. Rodriguez Bridge, and (4) Sandayong Bridge. Below arepictures of the sampling stations. The parameters monitored are Dissolved Oxygen(DO), Biochemical Oxygen Demand (BOD5), Total Suspended Solids (TSS), pH, andTemperature. Results of the water quality monitoring are shown in Table 5.

    Station # 1 - Topaz Bridge Station # 2 - Sanciangko Bridge

    Station # 3 - B. Rodriguez Bridge Station # 4 - Sandayong Bridge

    Figure 9. Sampling Station of Guadalupe River

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    Table 5. Guadalupe River Water QualityPhysical and Chemical Characteristics(Class C)

    StnNo.

    Location

    Parameter

    pH DO BOD TSS

    min max ave std min max ave std min max ave std min max ave std

    1Tupaz

    Bridge

    7.268 7.76 7.616.5-

    8.5

    0 0 0 5 36 106 70.75 10 25 50 38

    Not morethan

    30mg/Lincrease

    2SanciangkoBridge

    6.764 7.78 7.476.5-

    8.50 0 0 5 38 108 79 10 12 37 25.5

    Not morethan

    30mg/Lincrease

    3B.RodriguezBridge

    7.313 7.82 7.666.5-

    8.50 1 0.5 5 35 88 59.25 10 13 34 24

    Not morethan

    30mg/Lincrease

    4SandayongBridge

    7.2 7.77 7.566.5-

    8.50 5 3 5 6 42 18 10 2 243 65.25

    Not morethan

    30mg/Lincrease

    The following data plot shows the parameters BOD5and DO for the year 2011. In

    order to provide some orientation for the assessment of the data, the values for 100%DO saturation (typically for unpolluted water bodies), as well as the Class Crequirements for DO (60% DO saturation) and BOD (10 mg/L BOD 5) are also presentedin the graph.

    Figure 10. DO and BOD5in Guadalupe River

    As for the BOD5parameter, all the recorded data from first to the fourth quarter2011 are higher than the criteria for Class C of 10 mg/L. Data for 2ndand 3rdquartersshow high BOD5values of 85 and 68 mg/L, respectively.

    For 2011, the average BOD5concentration for the Guadalupe River is 45. 3 mg/L.For the year 2012, the average BOD concentration is at 57 mg/L. There is a significantincrease as compared to 2011s average BOD concentration.

    The DO, as a correlating parameter of the BOD5, did not reach level acceptableto DENR Class C water quality standards of 5.0 mg/L for DO. Results ranged from 0 to 5

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    mg/L. Based on Table 5, Only Station 4 (Sandayong Bridge) reached a DO of 5 mg/L,the maximum value obtained which is more than the standard 5.0 mg/L. This indicatesthat only the upstream portion of the river passes the water quality criteria for Class C.Both results of BOD5 and DO show that the river is still polluted, thus should beimproved.

    The figure below shows the BOD5concentrations of the four (4) sampling stationsfor each quarter for 2012.

    Figure 11. Quarterly BOD5in Guadalupe River

    The average DO and BOD5of Guadalupe River for 2012 is 0.81 mg/L and 56.7

    mg/L, respectively. The results this year is less than the results last year for DO. Further,a significant increase can be observed for BOD5with last years result at 55.3 mg/L.Thisindicates that the quality of river has degraded which requires mitigating plans torehabilitate the quality of the river.

    Pollution Sources and Load Assessments

    The Guadalupe River is contaminated with domestic wastewater since the area isdensely populated and households lack adequate septic tanks and there is nocentralized wastewater treatment facilities for such domestic wastes. The two identifiedmain reasons for the deterioration of the river water quality are the abundant dischargeof household wastewater and the inadequate disposal practices for solid waste. A further

    growing population leads to the development of new residential areas situated alongriverbanks of Guadalupe River. Commercial or industrial pollution sources are notconsidered as significant along Guadalupe River.

    Public Health and Ecosystem Concerns

    Guadalupe River is a highly contaminated water body which is bordering alongdensely populated areas in Cebu City. For residents directly exposed to the river water,health risks are coming from high pollution levels with all kinds of organic compounds (assummarized by the BOD5parameter). In this way, the poor water quality of Guadalupe

    River is depriving the residents from their quality of life significantly. It should also benoted that the bigger part of the river is already anaerobic, which shows clearly that theriver is still far from rehabilitation.

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    3. Luyang River

    a. Description and uses of water body

    Luyang River is a 20-kilometer water body which originates in the mountain areain Carmen, Province of Cebu and eventually discharges into the eastern coastline ofCebu Island. The river encompasses a scarcely populated provincial area. The water ofLuyang River is used for drinking (particularly the upstream) and for washing purposes.In the downstream portion the river is also receiving wastewater of a chemical industry.Below are pictures of the Luyang River Watershed and the four (5) sampling stationsalong the Luyang River. From Cantipay, Carmen and upstream of the Luyang River isclassified as Class A while from Cogon, Carmen to downstream is classified as Class C.

    Figure 12. Luyang River Watershed and River System

    Station # 1 Station # 2

    Luyang River

    Back of Shemberg BiotechLuyang Bridge

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    Station # 3 Station # 4

    Figure 13. Luyang River Sampling Stations

    Table 6.Luyang River Water QualityPhysical and Chemical Characteristics(Class A & C)

    StnNo.

    Location

    Parameter

    pH DO BOD TSS

    min max ave std min max ave std min max ave std min max ave std

    1LuyangBridge

    7.81

    7.96 7.906.5-

    8.54 7 5.33 5 2 4 3.0 10 6 17 12.0

    Not morethan

    30mg/Lincrease

    2Back ofShembergBiotech

    7.89

    8.02 7.956.5-

    8.54 6 5.33 5 1 4 2.0 10 6 34

    18.67

    Not morethan

    30mg/Lincrease

    3ObayongBridge

    7.89

    8.04 7.966.5-

    8.5

    6 6 6.00 5 2 6 3.67 10 1 63 28.0

    Not morethan

    30mg/L

    increase

    4CantumogSpillway

    7.79

    7.95 7.866.5-

    8.56 7 6.67 5 2 6 3.0 5 2 94 34.0 50

    5 Cantipay7.83

    8.03 7.926.5-

    8.56 6 6.0 5 2 6 3.33 5 1 71

    27.67

    50

    b. Water Quality Monitoring Results and Assessments

    Water Quality

    EMB-7 started monitoring of Luyang River in 2005 for the purpose of protectingthe water body for its potential use as water supply for Metro Cebu. Quarterly waterquality monitoring of Luyang River is being conducted at five(5) sampling stations. Thefive (5) sampling stations include the following: (1) Luyang Bridge, (2) Back of ShembergBiotech, (3) Obayong Bridge, and (4) Cantumog Spillway and (5) Brgy. Cantipay. Therewas no sampling during the fourth quarter since the vehicle allotted for the samplingactivity was repaired and is not yet serviceable until early January 2012. The parametersmonitored are Dissolved Oxygen (DO), Biochemical Oxygen Demand (BOD5), TotalSuspended Solids (TSS), pH, Temperature, Total Coliform, and Fecal Coliform. Resultsof the water quality monitoring are shown in Tables 6 and 7.

    Cantumog SpillwayObayong Bridge

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    .Figure 14. DO and BOD5in Luyang River (Cogon, Carmen and downstream)

    .

    In terms of BOD5 and DO concentrations, there is generally no significantpollution levels observed. The BOD5and DO concentrations for all the stations from the1st quarter until the 3rd quarter complied with the standards for Class A waters.Compared to 2011s monitoring, there has been improvement in the quality of theLuyang River.

    The total and fecal coliform was monitored for the month of September andFebruary however, results cannot be compared with the standards since these values

    refer to the geometric mean of the most probable number of coliform organism during a3-month period.

    Table 7. Luyang River Water QualityBacteriological Characteristics(Class C)

    Stn.No.

    Location

    Parameter

    Total Coliform Fecal Coliform

    min max ave std min max ave std

    1 Luyang Bridge 3.3E+04 2.2E+05 126500 5,000 7.8E+03 2.2E+05 113900 -

    2Back of ShembergBiotech

    5.4E+04 9.2E+05 487000 5,000 230 2.8E+05 140115 -

    3 Obayong Bridge 3.3E+04 3.5E+05 191500 5,000 1.3E+04 7.9E+04 46000 -

    4 Cantumog Spillway 7.0E+03 2.2E+05 113500 1,000 2.3E+03 6.3E+04 32650 100

    5 Cantipay 7.0E+03 3.5E+05 119000 1,000 4.9E+03 2.4E+04 14450 100

    .

    Pollution Sources and Load Assessments

    The observed contamination in terms of the total and fecal coliform in theupstream portion of Luyang River for months of February and September has to benoted to be alarming particularly when considering the rivers rather rural location.Pollution sources in the upstream are poultries, piggeries, residents, and small scalefarming (e.g. goat and carabao) present in the area. Most people residing in the arealives in houses made of wood or nipa and not concrete. It is possible that thecommunity in the upstream portion do not have enough sanitation facilities doescontaminating the river.

    Public Health and Ecosystem Concerns

    The water of Luyang River poses health risk to residents who are using the waterdirectly for drinking without prior treatment. For residents directly exposed to the river

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    water, health risks are coming from the coliforms (as summarized by the coliform cellcounts). If ever the water body would be used as water supply for Metro Cebu in largescale, further measures in order to improve the quality and protect it from furthercontamination have to be applied.

    4. Sapangdaku River

    a. Description and uses of water body

    Sapangdaku River watershed is located in the west central side of Cebu Island. Itcovers the political jurisdiction of Barangays Daan Lungsod, Dumlog, Sangi, Ilihan,Canlumampao and Magdugo of the City of Toledo, Cebu. Sapangdaku River is a ratherextensive water body which originates in the mountain area around Toledo andeventually discharges into the western coastline of Cebu Island. It stretches to about 9kilometers starting from its mouth in Brgy. Daan Lungsod to its upstream point at Brgy.Magdugo. It mostly encompasses a scarcely populated provincial area. It has tributary

    rivers that pass the Atlas Copper Mining Area mining site like the Hinulawan River andIlag River. However, due to the nearby location of the Atlas Copper Mining Area, thewater body is affected by both industrial and domestic discharges. It is classified asClass A in the upstream of Cantabaco and Class C downstream of Cantabaco.

    Below is a picture of the Sapangdaku River System and the four (4) samplingstations.

    Figure 19. Sapangdaku River System

    SapangdakuRiver SystemToledo City,

    Cebu

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    Figure 20. Sapangdaku River Sampling Stations

    Table 8. Sapangdaku River Water QualityPhysical and Chemical Characteristics(Class C)

    StnNo.

    Location

    Parameter

    pH DO BOD TSSmin max ave std min max ave std min max ave std min max ave std

    1Sangi/DumlogBridge

    7.62 8.22 8.06.5-8.5

    5 7 5.75 5 1 2 1.25 10 22 136 59Not morethan 30%increase

    2 Magdugo 8.25 8.8 8.46.5-8.5

    6 7 6.25 5 1 3 2.25 10 21 9352.2

    5

    Not morethan 30%increase

    3PandongBato/Ilag

    8.17 8.288.25

    6.5-8.5

    3 6 5.25 5 1 3 1.75 10 27 7644.7

    5

    Not morethan 30%increase

    4BuswangExit SigpitDam

    8.14 8.358.28

    6.5-8.5

    5 7 6.25 5 1 2 1.5 10 31 8649.2

    5

    Not morethan 30%increase

    b. Water Quality Monitoring Results and Assessments

    Water Quality

    EMB-7 started monitoring of Sapangdaku River in 2006. Water quality monitoringis conducted quarterly for the Sapangdaku River. Quarterly water quality monitoring ofSapangdaku River is being conducted at four (4) sampling stations which are thefollowing: (1) Sangi/Dumlog Bridge, (2) Magdugo, (3) Buswang exit Sigpit Dam, and (4)Pandong Bato. The parameters monitored are Dissolved Oxygen (DO), BiochemicalOxygen Demand (BOD5), Total Suspended Solids (TSS), pH, and Temperature. Resultsof the water quality monitoring are shown in Table 8.

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    .

    Figure 21. DO and BOD5in Sapangdaku River

    In terms of BOD5 and DO, there is generally no significant pollution levelsobserved for Sapangdaku River. All samples passed the BOD and DO standards. Theannual average BOD5was 1.69 mg/L and DO was 5.9 mg/L which passed the standardsfor BOD5 and DO standards for Class C which are 10 mg/L and 5 mg/L, respectively.The BOD5and DO concentrations did not prove to be an issue in the area.

    Public Health and Ecosystem Concerns

    For the year 2012, monitoring results shows there is no risk as to the water

    quality of the whole river. However, results form the monitoring conducted last yearshowed that during the 2nd quarter, the DO level was below the 5mg/L minimumstandard.

    5. Guindarohan River

    a. Description and uses of water body

    The Guindarohan River watershed is located in the in Minglanilla, Cebu. It is arather extensive water body which originates in the mountain area around Naga andMinglanilla and eventually discharges into the eastern coastline of Cebu Island. Itstretches from its mouth in Brgy. Lower Minglanilla to its upstream point at Brgy. Cantao-an, Naga. It mostly encompasses a scarcely populated provincial area in the upstreamand populated rural area in the downstream portion. It has tributary rivers, the Matun-ogRiver and Naupa River located in the upstream portion of Guindarohan River. However,due to the sand and gravel quarrying in the river system, the water body is affected byboth industrial and domestic discharges. It is classified as Class A in the upstream ofCantao-an, Naga (Station 3 to 7) and Class C downstream of Cantao-an, Naga (Station1 to 2).

    Table 9. Guindarohan River Water QualityPhysical and Chemical Characteristics(Class A and C)

    StnNo.

    Location

    Parameter

    pH DO BOD TSS

    min max ave std min max ave std min max ave std min max ave std

    1 Abuno Bridge 7.18 8.08 7.926.5-8.5

    4 6 5.18 5 1 4 2.64 10 32 558 183.8Not morethan 30%

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    increase

    2 Tabo-an 6.72 7.94 7.626.5-8.5

    5 6 5.4 5 1 3 1.8 10 147 3120 1109.8Not morethan 30%increase

    3200 mdownstreamof JLR outfall

    6.91 8.37 7.766.5-8.5

    5 6 5.3 5 1 4 2.0 5 99 415 251.3 50

    4 Confluence 6.81 8.40 7.926.5-

    8.55 7 5.55 5 1 4 2.0 5 134 1070 350.27 50

    5Matun-ogRiver

    6.85 8.54 8.036.5-8.5

    4 7 5.73 5 1 5 1.73 5 0.9 122 34.17 50

    6 Cabo-an 6.84 8.44 7.846.5-8.5

    5 7 5.64 5 1 3 1.91 5 79 1704 415.64 50

    7 Naupa River 6.70 8.52 7.996.5-8.5

    4 7 5.36 5 1 2 1.55 5 2 23 12 50

    b. Water Quality Monitoring Results and Assessments

    Water Quality

    EMB-7 started monitoring of Guindarohan River in 2008 for the purpose ofreclassification. Monthly water quality monitoring of Guindarohan River is beingconducted at seven (7) sampling stations which are the following: (1) Abuno Bridge, (2)Tabo-an, (3) 200 meters downstream of JLR outfall, (4) Confluence, (5) Matun-og River,(6) Cabo-an, and (7) Naupa River. The parameters monitored are Dissolved Oxygen(DO), Biochemical Oxygen Demand (BOD5), Total Suspended Solids (TSS), pH, andTemperature. Results of the water quality monitoring are shown in Table 9.

    .

    Figure 22. DO and BOD5in Guindarohan River (Downstream of Cantao-an, Naga)

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    .

    Figure 23. DO and BOD5in Guindarohan River (Upstream of Cantao-an, Naga)

    In terms of BOD5 and DO, there is generally no significant pollution levelsobserved, as can be seen in Figure 22 and 23. Water quality monitoring conductedmonthly showed annual average BOD5of 2.25 mg/L and DO of 5.36 mg/L, which arelower than the results last year, thus passed the standards for Class A BOD of 5 mg/Land DO of 5 mg/L and for Class C BOD of 10 mg/L and DO of 5 mg/L.

    B. Ground Water

    This year, no sampling of ground water was conducted for the Tap WatchProgram.

    C. Coastal Waters

    1. Mactan Island

    a. Description and uses of water body

    The eastern coastline of Mactan Island is the famous location of approximately30 beach resorts, both local and international class. Therefore, the water body is usedfor tourism purposes mainly, i.e. SCUBA diving, snorkeling, swimming, bathing, etc. Inthis way, the desirable water quality in the area according to DAO 34 would be Class SB.Monitoring of Mactan Island Beach Resorts is part of the Beach Ecowatch Program ofEMB 7. Below is a picture of the eastern coastline of Mactan Island.

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    Figure 26. Mactan East Coast Sampling Stations

    Table 11. Mactan Island Beach Resorts Water QualityBacteriological Characteristics(Class SB)

    StnNo.

    Location

    Parameter

    Total Coliform Fecal Coliform

    min maxave

    (geomean)

    std min max ave (geomean) std

    1300m right side CEBUMARINE RESORT

    61 16,000 1331 1000 40 16,000 916 200

    2 PARKER BEACH 140>16

    E+051772 1000 92

    >16E+05

    1532 200

    3 PALMERA BEACH 210>16

    E+05 2349 1000 110>16

    E+05 2527 2004 PALM BEACH 23 24,000 2293 1000 23 24,000 1557 2005 Tonggo Beach 240 24,000 2368 1000 23 9,200 1367 200

    6 HADSAN COVE RESORT 23 16,000 174 1000 23 920 97 200

    7 KONTIKI 23 9,200 334 1000 23 1,100 170 200

    8 WHITE SAND RESORT 49 2,400 460 1000 23 1,300 249 2009 MARIBAGO BLUE WATER 31 2,400 354 1000 23 2,400 110 200

    10 TAMBULI BEACH RESORT 31 9,200 179 1000 23 3,500 82 200

    11 CEBU BEACH CLUB 31 920 101 1000 2 920 48 200

    12 PORTOFINO 9.3 9,200 218 1000 6.8 9,200 114 200

    b. Water Quality Monitoring Results and Assessments

    Water Quality

    The following data plot shows the total coliform and fecal coliform cell countsalong the eastern Mactan Island coastline for the year 2012.

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    .Figure 24. Total and Fecal Coliform at Mactan Island Resorts

    From the plot, it is shown that it was on during the months of April, July andNovember wherein the total coliform was above the standard for Class SB which is 1,000MPN/100 mL. Compared to last years monitoring, it was only in December 2011 that thetotal coliform result was above the standards. Based on Figure 27, the lowest totalcoliform count was recorded in October with a value of 83 MPN/100 mL. In 2011, thelowest was 63 MPN/100 mL which was obtained in September.

    On the other hand, for fecal coliform cell count, it is also for the months ofJanuary, April, May, June, July, November and December wherein the results exceeded

    the fecal coliform standard of 200 MPN/100 mL for Class SB. The highest recordedresult was for the month of July with a result of 41467 MPN/100 mL while the lowestfecal coliform was recorded on October at 44 MPN/100 mL.

    In 2011, the highest recorded result was on December and the lowest recordedresult was in September.

    The total and fecal coliform cell counts for this year can be considered alarmingas international tourists surely would not like to hear that the water they are going toswim at is contaminated with fecal coliform and not complying to the national standards.The coliform contamination in the area needs to be addressed since the current qualityof the beach is still not complying with the standards in certain months.

    The tables below show the total coliform and fecal coliform of each samplingstation per month. This tells us which sampling point has the higher total and fecalcoliform cell counts.

    Table 12. Total Coliform (MPN/100mL) in Each Sampling Station per Month

    24-Jan 20-Feb 12-Mar 23-Apr 14-May 14-Jun 9-Jul10-Sep

    17-Oct

    14-Nov 5-Dec

    300m right side CEBUMARINE RESORT 540 16000 1400 1700 490 2400 3500 1100 61 2400 1700

    PARKER BEACH 1600 350 2400 3500 700 - >1600E+03 240 140 540 2400

    PALMERA BEACH 2200 540 2400 5400 24000 2400 >1600E+03 240 210 700 24000

    PALM BEACH 1700 350 1700 16000 9200 5400 9200 23 2400 940 24000

    Tonggo Beach 1600 920 24000 3500 460 16000 16000 240 1700 9200 240

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    HADSAN COVE RESORT 350 33 33 920 110 33 1600 280 23 1400 240

    KONTIKI 9200 23 23 540 540 170 1600 130 79 1600 920

    WHITE SAND RESORT 1700 310 49 350 2400 350 2400 170 49 540 2400

    MARIBAGO BLUE WATER 310 240 31 540 2400 110 1700 540 33 460 2400

    TAMBULI BEACH RESORT 49 70 70 240 170 79 350 1600 31 49 9200

    CEBU BEACH CLUB 920 15 49 920 49 33 920 49 9.3 49 540PORTOFINO 23 9.3 240 240 350 9200 70 3500 17 350 920

    Table 13. Fecal Coliform (MPN/100mL) in Each Sampling Station per Month

    24-Jan 20-Feb 12-Mar 23-Apr 14-May 14-Jun 9-Jul10-Sep

    17-Oct

    14-Nov 5-Dec

    300m right side CEBUMARINE RESORT 130 16000 1400 700 490 1300 3500 1100 40 2400 790

    PARKER BEACH 1600 350 2400 3500 330 - 1600000 240 92 540 2400

    PALMERA BEACH 1100 110 2400 5400 24000 2400 1600000 240 140 700 7900

    PALM BEACH 490 350 1700 16000 9200 3500 9200 23 350 490 24000

    Tonggo Beach 1600 220 24000 1700 230 16000 16000 240 490 9200 340

    HADSAN COVE RESORT 240 23 23 350 49 33 920 46 23 790 130

    KONTIKI 1100 23 23 350 240 170 920 79 79 540 130

    WHITE SAND RESORT 230 310 23 240 790 240 1300 170 49 350 790

    MARIBAGO BLUE WATER 170 23 23 130 2400 33 790 110 23 68 230

    TAMBULI BEACH RESORT 49 70 23 79 33 79 350 70 23 33 3500

    CEBU BEACH CLUB 920 9.3 23 540 46 33 920 23 2 9.3 49

    PORTOFINO 23 6.8 79 240 33 9200 70 790 6.8 240 540

    Based on the tables above, it can be seen that the higher results of total andfecal coliform cell counts where the samples collected from Tonggo Beach, PalmeraBeach, Palm Beach,for the month of July, which are over the standards for Class SB.The highest total coliform result was 1.6 E+06 MPN/100 mL from the Parker and

    Palmera Beaches, The highest fecal coliform result was >1.6 E+06 MPN/100 mL fromthe Parker and Palmera Beaches as well.

    Although the values of the monitoring results this year were not as high as lastyear, these values are still very alarming since the highest recorded data are muchhigher than the standards, specifically for the Parker and Palmera Beach areas.

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    .Figure 25. Total and Fecal Coliform at each Mactan Island Resort

    The geometric mean for total Coliform shows that Cebu Marine Resort, ParkerBeach, Palmera Beach, Palm Beach and Tonggo Beach sampling stations did not passthe water quality criteria for Class SB. In terms of violating the fecal coliform standard forClass SB of 200 MPN/100 mL for the whole year 2012, only Parker Beach, PalmeraBeach, Palm Beach and Tonggo Beach sampling stations failed (geometric mean data).This may be attributed to its location that forms a bay wherein considerable stagnant

    water develops during low tide and most of these are public beaches.

    Pollution Sources and Load Assessments

    The contamination with fecal coliforms comes from run-offs from septic tanks andother domestic sources. In the case of Mactan Island, the resorts and hotels have to beaccountable for this since these are the ones discharging large amounts of effluents.However, there are also local residents living in the area which may have contributed tothe contamination especially the public beaches such as the Parker, Palmera and PalmBeaches.

    Public Health and Ecosystem Concerns

    Fecal coliforms are by far the most significant parameter when it comes toassessing the quality of recreational water bodies, where there is direct intensiveexposure of the skin. Swallowing of water also cannot be avoided at these areas. So, theobserved fecal coliforms counts have to be assessed as alarming and have to bemitigated by improved sanitation and wastewater treatment.

    2. Maribojoc Bay (San Jose Drainage)

    a. Description and uses of water body

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    The coastline of Tagbilaran City is the Maribojoc Bay. The water body is used fortourism purposes like swimming, bathing, etc, as well as transportation and fishing. Inthis way, the desirable water quality in the area according to DAO 34 would be Class SB.Monitoring of Maribojoc Bay is part of the Beach Ecowatch Program of EMB7. Monitoringin this area was done because of the existing drainage canal leading to the bay. Below isa picture of the coastline of Tagbilaran City.

    Figure 25. Maribojoc Bay (San Jose Drainage Area)

    Table 14. Maribojoc Bay (San Jose Drainage) Water QualityBacteriological Characteristics(Class SB)

    StnNo.

    Location Parameter

    Total Coliform Fecal Coliform

    min max ave(geomean)

    std min max ave(geomean)

    std

    1 FRONTING BLUEWATERBOHOL TROPICS 350 240,000 5067 1000 310 240,000 2,962 200

    2 BOHOL TROPICS NEARCONVENTION CENTER

    79 54,000 1,741 1000 79 7,000 466 200

    3 DRAINAGE OUTFALL 24,000 240,000,000 5,506,226 1000 2,400 160,000,000 3,949,144 200

    4 DRAINAGE OUTFALLCONFLUENCE

    24,000 240,000,000 1,295,530 1000 1,600 240,000,000 383,132 200

    5 MR RESTAURANT 5,400 3,500,000 279,759 1000 5,400 3,500,000 170,654 200

    6 CAINGGET PUBLICBEACH

    350 17,000 1,476 1000 23 4,900 340 200

    7 TOTOLAN, DAUIS NEARPOLICE STATION

    130 240 177 1000 79 3,500 405 200

    8 TAGBILARAN FISH PORT 24,000 79,000 43,543 1000 17,000

    49,000 28,862 200

    9 NEAR TAGBILARAN

    PORT

    1,300 3,500 2,133 1000 1,300 3,500 2,133 200

    10 NEAR TAMBLOTPENSION

    3,500 16,000 7,483 1000 3,500 39,000 11,683 200

    11 NEAR POLICE STATION,SONGCULAN

    2,400 5,400 3,600 1000 1,300 5,400 2650 200

    12 TAGBILARAN CITY FISHPORT

    1,600 54,000 9,295 1000 920 24,000 4700 200

    13 ADJACENT T OTAGBILARAN PIER

    1,700 24,000 6,387 1000 790 13,000 3205 200

    14 PIER AREA ADJACENTTO MR SEAFOODS

    2,800 3,500 3130 1000 2,800 3,500 3130 200

    b. Water Quality Monitoring Results and Assessments

    Water Quality

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    The following data plot shows the total coliform and fecal coliform cell countsalong the Maribojoc Bay (Tagbilaran City coastline) for the year 2010.

    Figure 26. Total and Fecal Coliform at Maribojoc Bay (San Jose Drainage)

    From the plot, it is shown that all the months or sampling the total and fecalcoliform cell counts were above the standard for Class SB which is 1,000 MPN/100 mL

    and 200 MPN/100 mL. Based on the graph, all results are very much higher comparedto the standards, the highest geometric mean result being obtained in the month of Aprilwith a value of 494,857 MPN/100 mL total coliform and 279,096 MPN/100 mL fecalcoliform. The lowest geometric mean result obtained was 3,903 MPN/100 mL totalcoliform and 3,492 MPN/100 mL fecal coliform in August.

    Pollution Sources and Load Assessments

    The contamination with fecal coliforms comes from run-offs from septic tanks andother domestic sources. In the case of Maribojoc Bay, the community were the drainagecanal came from have to be accountable for this since these are the ones dischargingwastewater into the canal. However, there are also local residents living in the area

    which may have contributed to the contamination.

    Public Health and Ecosystem Concerns

    The total and fecal coliform cell counts results can be considered alarming astourists and the community surely would not like to hear that the water they are going toswim at and go fishing is contaminated with coliforms and not complying to the nationalstandards. The coliform contamination in the area needs to be addressed since thesituation had worsened.

    C. Water Quality Management

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    a. Legal and Policy

    The wastewater charge system of Section 13 Article 2 of DAO 2005-10 is thebasis of computing payment to the government for discharging wastewater into the waterbodies. The discharge fee is computed based on the net waste load following theformula prescribed in Rule 13.1. The priority pollutant parameter for its implementation isBOD or TSS.

    Under this permitting system, the Regional office is able to regulate thedischarges from point sources and issues Discharge Permit pursuant to Section 14 ofthe same DAO. The water quality standards are based on the Revised Water Usage andClassification/Water Quality Criteria of 1990 (DAO 34). The effluent standards are stillbased on the Revised Effluents Regulation of 1990 (DAO 35).

    b. Update on Compliance and Enforcement

    A total of water 268 firms had been issued with Discharge Permits, 291 firms had

    been inspected/monitored, and 18 new firms were surveyed during the year.

    INDUSTRIAL COMPLIANCE STATISTICS FOR 2011

    Category No. of FirmsFirms inspected 257Firms monitored 34

    Firms with renewed Discharge Permit issued 220Firms with new Discharge Permit issued 48

    NOV issued (inspection, monitoring and survey) 43

    Programs and activities to control water pollution and protect water bodies arespearheaded by various government agencies, primarily EMB Region 7. Current

    programs implemented by EMB include: Industrial Eco-Watch Program, and Beach Eco-Watch Program.

    There is strict monitoring of firms along Butuanon River. Cebu City governmentsconducts regular clean up of Guadalupe River and there is strong enforcement ofEcological Solid Waste Management Act.

    c. Investment in Sanitation, Sewerage, and Wastewater Treatment

    Metropolitan Cebu Water District, through the assistance of USAID had alreadyidentified the possible area in which they will cater for the project on SeptageManagement through the installation of a Septage Treatment Plant, as one of theirmandates as a water concessionaire. The MCWD is still awaiting the response of theLGU, where the STP will be established, for them to start the project up until now since2011.

    Lapu-Lapu City had installed a Sewerage Treatment Facility in the sitio ofBarangay Basak in Lapu-Lapu City, which was designed and constructed by JV BaringConsultants and Allied Services.

    d. Programs on Water Quality Enhancement and Rehabilitation

    1. Industrial Ecowatch Program

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    Monitoring of the five (5) priority sectors identified in CY 2005 under theIndustrial Ecowatch program are still being conducted. These includes five (5)chicken dressing plants, four (4) beverage plants, five (5) carrageenan plants, five (5)sugar mills, one (1) piggery farm, and one (1) yeast plant. Environmentalperformance rating of these 21 industries will be endorsed to EMB-Central Office forpublic disclosure.

    Performance indicators and performance rating are based on the followingbroad categories:

    Performance Indicator Broad Category Color Code

    Efforts beyond legal requirementsExcellent GOLD

    Outstanding SILVER

    Effort level sufficient to complyVery Good GREEN

    Good BLUE

    Effort not sufficient for compliance Bad RED

    No effort to comply Very Bad BLACK

    2. Beach Ecowatch Program

    Twelve (17) priority beach areas in the Region frequently visited by touristswere monitored. These are located in Mactan Island, namely: Cebu Marine Beach,Palmera Beach Resort, Palm Beach, Parker Beach, Blue Reef, Hadsan Cove Resort,Kontiki, White Sands Resort, Maribago Blue Waters, Tambuli Beach Resort, CebuBeach Club, and HiltonPunta Engao; and Tagbilaran City, Bohol, namely: frontingBluewater Bohol Tropics, Bohol Tropics near Convention Center, San Jose DrainageOutfall, Drainage Outfall Confluence, and MR Restaurant.

    3. Guadalupe River Rehabilitation

    The Guadalupe River Management Council is now established under theCebu City Rivers Management Council and had been conducting regular meetings.An action program for the Guadalupe River Rehabilitation for the year 2010, 2020,and 2030 was already drafted covering the policy/ legislation/ enforcement,advocacy/ public education, environmental management, research and developmentand resources generation, mobilization and management.

    On September 18, 2010, an event entitled Cebu Great River Clean Up wasinitiated by EMB 7, in which the pilot site was the whole stretch of the GuadalupeRiver, including its tributaries / nearby creeks and esteros. On that day, the Adopt-a-River, Adopt-a-Barangay was launched, which was proposed and initiated by EMB 7and accepted and supported particularly by the Cebu City Govt., Cebu Uniting forSustainable Water, Cebu Chamber of Commerce, Cebu Volunteers for GoodGovernment, Aboitiz Leaders of Excellence, Rotary Clubs, Zonta Clubs of Cebu,Metro Cebu Water District, University of San Jose Recoletos, SouthwesternUniversity, University of Cebu, University of the Philippines, St. Theresas College,Vicsal Development Corp. (Gaisano Metro), Vicsal Foundation, Inc., Cebu PrivatePower Corp., Chong Hua Hospital, Qualfon Phils., Inc., Robinsons Land Corp., LuckyTableware, and Elizabeth Mall. Among others, the partner companies have donated

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    cleanup materials to the barangay as their initial concrete support. Nine (9)barangays were the first recipients of this project.

    4. Butuanon River Rehabilitation

    The Butuanon River Watershed Management Board (BRWMB) is now reactivatedand had been conducting regular meetings. The Soil and Water ConservationFoundation, Inc. had initially informed the board of the project they will have forButuanon River which is funded and supported by the Coca-Cola Foundation,Atlanta. The project is entitled Butuanon River Watershed Development Projectwhich will be formally launched early 2011.

    5. Adopt-an-Estero/ Waterbody Program

    As of last quarter of 2012, there have been already thirty-two (32)

    memoranda of agreement which have been signed for the Adopt-a-Estero/WaterbodyProgram. Along with this, the following companies have been already startedimplementing their strategic plans in rehabilitating their adopted water bodies.

    Name of Company Adopted Waterbodies

    1. Maritrans Recycler, Inc.(Tabok)

    Butuanon

    2. Concrete Solutions, Inc.(Canduman)

    Butuanon

    3. RRDS PetrochemicalIndustries, Inc. (Umapad)

    Butuanon

    4. Cenapro Chemical

    Corporation (Jagobiao)

    Jagobiao Creek

    5. Treasure Island IndustrialCorporation (Cabancalan)

    Butuanon

    6. Lami Food Products Corp.(Tipolo)

    Tipolo

    7. Cebu Holdings, Inc.(Hipodromo)

    Hipodromo

    8. Greencoil Industries, Inc.(Tabok)

    Butuanon

    9. Dedon Manufacturing, Inc.(Canduman)

    Butuanon

    10. JLR Construction andAggregates, Inc. Tingub

    Butuanon

    11. Sunpride Foods, Inc. Butuanon

    12. ABS-CBN Broadcasting Corp.(Umapad - Canduman)

    Butuanon

    13. Profood International Corp.(Maguikay)

    Butuanon

    14. Socor Construction Inc.(Alang-alang, Ibabao,Paknaan

    Butuanon

    15. Mabuhay Filcement, Inc. Sabang River

    16. Mabuhay Filcement, Inc. Lugot River17. Taiheiyo Cement Phils. Inc. Luknay

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    18. JLR Construction andAggregates

    Guindarohan River

    19. Alta Cebu Garden Resort Pilipog-Gabi river

    20. Philippine Mining ServicesCompany

    Brgy. Consolacion, Dalaguete CoastalWaters

    21. Philippine Mining ServicesCompany

    Brgy. Poblacion, Alcoy Coastal Waters

    22. Philippine Mining ServicesCompany

    Brgy. Pugalo, Alcoy Coastal waters andLuyang spring

    23. Philippine Mining ServicesCompany

    Brgy. Obong, Dalaguete Coastal andObong Spring

    24. Philippine Mining ServicesCompany

    Brgy.

    25. Monde Nissin Corporation Mandaue

    26. Cebu Energy DevelopmentCorporation

    Toledo

    27. San Miguel Brewery Mandaue28. Tsuneishi Heavy Industries,

    Inc.Toledo

    29. Cebu Industrial ParkDevelopment, Inc.

    Buanoy, Balamban

    30. Aquilini Renewable Energy CasuntinganButuanon River

    31. Atlas Fertilizer Corporation Sapangdaku, River

    32. Carmen Copper Corporation Cantabaco Bay

    D. Best Practices and Lessons Learnt in Water Quality Management

    More firms within Mactan Economic Zone (MEZ) are tapping their wastewater tothe centralized Sewage Treatment Plant (STP) of MEZ 1 and Aboitiz Land, Inc. The firmspractice recycling of treated wastewater and use if for the flushing of toilets and wateringof plants.

    This year, the Metropolitan Cebu Water District with the aid of AsianDevelopment Bank, had conducted a series of stakeholders workshops on May 18 -20and July 18-20, 2010 for the Mananga-Kotkot-Combado Lusaran River Basins in CentralCebu, Philippines under the Regional Technical Assistance 6470: Managing Water inAsias River Basins: Charting Progress and Facilitating Investment, in which one of thestakeholders who participated is from EMB 7.

    In 2010 the EMB 7 personnel have participated in the JICA-funded Orientation-Workshops on Capacity Development Project on Water Quality Management. TheOrientation-Workshops included the following: Development of Industry-Specific EffluentStandards for Hotels and Restaurants Sector, Finalization of Discharge Permitting andWastewater Charge System, Revision of Guidelines for PCO Accreditation andCompliance Inspection Manual, Water Quality Management Area Action Planning,Enhancement of Database for the Water Quality Management Information System,Water Quality Management Implementation Enhancement of Proposed Water QualityManagement Fund Guidelines, Policy Study for Effluent Management, Revised

    Procedural Manual for Water Body Classification and Water Quality Modeling using

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    WASP, and Area Cooperation Arrangement and Public Information in the Three PilotWater Quality Management Areas.

    E. Challenges

    WATER QUALITY MANAGEMENT CHALLENGES

    ACTIVITY LEVEL OF PRIORITY1. Controlling Point Sources pollution thruthe permitting system of the Clean Water Act

    High

    2. Toxic contamination thru permittingsystem and enforcement of RA 6969

    High

    3. Protection of Groundwater and monitoring Medium4. Monitoring and data management High5. Butuanon River Rehabilitation High6. Establishment of a Water QualityManagement Area

    High

    7. Management, Classification and

    Reclassification of Water Bodies

    High

    8. Guadalupe River Rehabilitation High

    The EMB Region 7 personnel are task to monitor not only the identified water bodiesin the region but also attending to various industries and other establishments that operate inthe area to ensure compliance. At present, there are only nine (9) field inspectors and two(2) water quality inspectors under the Pollution Control Division. The load entrusted to eachemployee can be extremely daunting.

    Aside from the limited personnel resources, EMB 7 personnel need training insurveillance and monitoring, quality testing and analysis, and data analysis. Training couldhelp establish a more standardized system of monitoring that will produce credible data andserve as basis for policy formulation. However, the major constraint is the budget allocatedby the government to the EMB is not even sufficient to sustain water quality managementactivities.