World Bank Document

World Bank Document

Metropolitan Waterworks and Sewerage System Manila Water Company, Inc. E94 Volume 15 Public Disclosure Authorized Initial Environmental Examination of the Community Sanitation Project Public Disclosure Authorized Manila Second Sewerage Project IBRD 4019 Project No. 13 Philippine Army Housing (PA Housing) Taguig, Metro Manila Public Disclosure Authorized Prepared by: Manila Water Company, Inc. 489 Katipunan Rd, Balara, Quezon City December 2001 Public Disclosure Authorized FIEFIL* _C__ _Y:_ I D TABLE OF CONTENTS PAGE NO. Executive Summary 7 1.01PROJECT DESCRIPTION 1.1 BASIC PROJECT INFORMATION 12 1.2 PROJECT LOCATION 12 1.3 PROJECT RATIONALE 14 1.4DESCRIPTION OF PROJECT PHASES 1.4.1 Pre-Operational/Construction Phase 1.4.1.1 Construction Plan 15 1.4.1.2 Total Surface Development Block 15 1.4.1.3 Estimate Total Area to be opened for Civil Works 15 1.4.1.4 Major Openings and Construction Activities 15 1.4.1.5 Types of Equipment to be Used 19 1.4.1.6 Source of Construction Materials and Facilities 19 1.4.1.7 Support Services and Facilities Requirements and Availability 20 1.4.1.8 Estimate of Total Cut Soil Volume 20 1.4.1.9 Total Manpower Requirement 20 1.4.2 Operational Phase 1.4.2.1 Project Operation Schedule and Duration 21 1.4.2.2 Process Technology and Activities 21 1.4.2.3 Waste Production Scheme 22 1.4.2.4 Manpower Requirement 24 1.4.3 Abandonment Phase 24 2.0 BASELINE ENVIRONMENTAL CONDITIONS 2.1 STUDY METHODOLOGY 2.2LAND 2.2.1 Land Resource Utilization 25 2 2.2.2 Physiography and Geology 25 2.2.3 Vegetation and Wildlife 25 2.2.4 Land Acquisition Assessment 27 2.3WATER 2.3.1 Inventory of Water Bodies 27 2.3.2 Water Quality (Surface/Ground) 27 2.4AIR 28 2.5 PEOPLE 2.5.1 Population/Beneficiary 28 2.5.2 Project Affected Persons 28 3.0 PROJECT ALTERNATIVES 28 4.0 IMPACT ASSESSMENT 4.1 IMPACT IDENTIFICATION 4.1.1 Impacts During Construction Phase 30 4.1.2 Impact During Operation Phase 31 4.2 IMPACT PREDICTION AND EVALUATION 33 4.3 UNAVOIDABLE AND RESIDUAL IMPACTS 34 5.0 ENVIRONMENTAL MANAGEMENT PLAN 5.1 IMPACTS MITIGATION / ENHANCEMENT PLAN 34 5.2ENVIRONMENTAL MONITORING ACTION PLAN 39 6.OCOMMUNITY CONSULTATION PROCESS . 40 3 LIST OF FIGURES __- 1 Location Map of BLC 13 2 Proposed Implementation Schedule 17 3 Proposed STP Site Layout 18 4 General Treatment Process Scheme 23 5 Photograph of STP site 26 4 LIST OF TABLES 1 Typical Analysis of Septic Tank Effluent Quality 14 2 Estimates of Soil Excavation Volumes 20 3 Influent Flow Characteristics 21 4 DENR Effluent Parameters for Class C Waters 22 5 Sources and List of Potential Environmental 29 Impacts 6 Typical Noise Emissions of Construction 31 Equipment at Various Distances from Source in dB(A) 7 Sludge Production of Various Wastewater 32 Treatment Processes 8 Summary of Assessment of Environmental Issues 33 / Impacts 9 Environmental Management Plan 34 10 Environmental Monitoring Action Plan 39 11 Institutional Monitoring 40 LIST OF ANNEXES 1 Manila Water Company STARRT Card for Monitoring Construction Works 2 Wastewater Quality Monitoring Schedule 3 Manila Water PCO Report Format 4 Sample Monitoring Sheet for Effluent Quality 5 Endorsement from the Barangay Captain 6 Draft Memorandum of Agreement (MOA) between Manila Water Company and the Philippine Army 6 EXECUTIVE SUMMARY The proposed project for Philippine Army Housing (PA Housing) is one of the twenty-three (23) sub-projects of the Community Sanitation Project Phase 1, which is a component of the World Bank-assisted Manila Second Sewerage Project (MSSP). The project is intended to reduce the current wastewater pollution discharged to the Laguna Lake by the three hundred and eighty four (384) residential units in PA Housing. The project involves the improvement and rehabilitation of the sewerage system in the compound. Specifically, the project includes the installation of sewer lines to intercept sewage flows from existing communal septic tanks as well as raw wastewater flows from buildings without septic tanks. An underground centralized sewage treatment plant (STP) will be constructed to treat the wastewater flows. A Memorandum of Agreement (MOA) between Manila Water Company and the Philippine Army will be executed to allow project implementation. In conformity with the requirements of the Department of Environment and Natural Resources (DENR), an Environmental Compliance Certificate (ECC) pursuant to P.D. 1586 is being secured for the project. I. BASELINE ENVIRONMENTAL CONDITIONS Philippine Army Housing (PA Housing), also known as Philippine Army Officers Village (PAOVILLE), was developed for the military personnel assigned in Fort Bonifacio. PA Housing occupies 4.6 hectares of the 100-hectare Philippine Army compound in Fort Bonifacio. It lies on the southernmost part of the 100-hectare army compound. It is bounded by the Heritage Park in the south and Bayani Road in the west. PA Housing consists of twenty-eight (28) five-story buildings with a total of 384 household units. It shelters a population of approximately 2,690. The 28 buildings are designed as follows: Model 120 20 buildings 320 units Model 180 8 buildings 64 units Floral population within PA Housing constitutes ornamental plants and a few trees. Faunal population is limited to household pets and stray animals. The area is characterized by a relatively even distribution of precipitation during the year. Like in most parts of Metro Manila, the community has two distinct seasons: the dry season during the months of November to May and the wet season during the months of June to October. 7 Existinq Sewerage System The sewerage system which serves the 2,690 population of PA Housing is made up of sewer pipes with diameters ranging from 150-200 millimeters. The sewer lines collect wastewater from each of the 384 residential units to the 14 septic tanks (one septic tank serves two buildings). From the septic tanks, settled wastewater flows to a chlorine contact chamber. However, the chlorination system has not been operated since its completion. Settled wastewater from the chamber finds its way to the drainage system with a main outflow connected to a collection pond in the nearby Heritage Park. The Heritage Park uses the collected water for irrigation of the trees and ornamental plants within the cemetery. Unused settled water is returned to the municipal drainage system. Combined wastewater and drainage flow into a tributary of the Taguig River and ultimately discharge to the Laguna Lake. The current BOD5 of the Laguna Lake ranges from 2-5 mg/L which falls within the BOD5 for Class C waters. DENR Administrative Order 34 (DAO 34) describes Class C water as that suitable for the following: 1. Fishery Water for the propagation and growth of fish and other aquatic resources; 2. Recreational Water Class II (Boating, etc.); 3. Industrial Water Supply Class I (For manufacturing processes after treatment). II. ENVIRONMENTAL IMPACTS AND MITIGATING MEASURES Potential Environmental Mitigating Measures Impact CONSTRUCTION PHASE 1. Poor quality of . Manila Water Company will monitor the supply and installation construction contract to assure quality of equipment and construction. Site Managers and Engineers with experience in construction management shall approve all materials and equipment to be used and installed at the site. The contractor will be required to post a performance bond for the Design and Construction Contract of the sewerage system. 2. Air pollution . Efficient construction planning and work scheduling (suspended particulates, . Formulation of appropriate work plans, work scheduling, work odor and fumes, vehicle specifications and work methodologies emissions eg. C02, CO a Provision of properly maintained storage area for keeping NON) stocks of construction materials and equipment . Prompt and fast removal of excavated materials or dredges spoils from construction site . Sprinkling of water on dust-generating mounds of resulting from earthmoving activities and civil works. Control of motor vehicle emissions . Dust accumulation will also be prevented through proper washing of the vehicles prior to its departure from the site . Development and enforcement of strict health and safety pollution control regulations specific for the project site - Good housekeeping of workplace and construction affected areas - Use of Protective Gear by all workers 3. Water pollution due to . Provide temporary drain systems and storage facilities for wastewater , oil excavation soils, fuel and oils needed for equipment leakage/spills . Cautious and sensible planning for construction and post- construction phases of the project . Provision of a routine chemical and oil spill clean-up plan . Formulation of a monitoring program 4. Noise pollution from . Establish temporary sound barriers around the work site operation of construction . Proper scheduling and phasing of high-noise activities equipment . Use of appropriate mufflers and sound proofing for construction machinery, equipment and engines . Use of Personnel Protective Equipment by all workers 5. Temporary disruption of . Public information campaign posting schedule of construction traffic flow within the . Provision of a liaison officer from the residents of the compound compound to assist the information dissemination regarding inevitable changes in schedule of operations . Provision of temporary alternative routes, including visible traffic warning signals * To the extent possible, sewer lines, manholes and lift station will be constructed in common areas not used for pedestrian or vehicular traffic * Scheduling of delivery materials and removal of excavated material during non-rush hour periods. OPERATIONAL PHASE 1'.Environmental hazards . Carefully designed post-construction maintenance, due to accidents, man- contingency and monitoring programs made and natural disasters . Well designed plan for detection of accident or natural events eg. accidental spills, fire, including precautionary and remedial measures to be seismic activity, observed earthquakes, heavy . Provision of preventive and remedial procedural manuals at rain/flooding and design workplace failure .

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