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Environmental Monitoring Report

Project Number: 40540-014 Semi-Annual Report June 2017

2949-BAN(SF): South Asia Subregional Economic

Cooperation Road Connectivity Project

Prepared by Roads and Highways Department (RHD) for the People’s Republic of Bangladesh

and the Asian Development Bank.

This environmental monitoring report is a document of the borrower. The views expressed herein do not necessarily represent those of ADB's Board of Directors, Management, or staff, and may be preliminary in nature. In preparing any country program or strategy, financing any project, or by making any designation of or reference to a particular territory or geographic area in this document, the Asian Development Bank does not intend to make any judgments as to the legal or other status of any territory or area.

Government of the People’s Republic of Bangladesh Ministry of Road Transport and Bridges Road Transport and Highways Division

Roads and Highways Department

Semi-Annual COMPLIANCE ENVIRONMENTAL MONITORING REPORT

of SASEC ROAD CONNECTIVITY PROJECT

ADB Loan 2949-BAN (SF)

Reporting Period: January to June 2017 Submitted on: June 2017

Project Implementation Consultant: Kunhwa Engineering & Consulting Co. Ltd. (South Korea)

in Joint venture with Korea Consultants International Co. Ltd. (South Korea)

Intercontinental Consultants and Technocrats Pvt. Ltd. (India) in association with

Development Design Consultants Ltd. (Bangladesh)

SASEC Road Connectivity Project Page 1

Table of Contents

1 Project Background 3

1.1 Project Progress 3

2 Description of the Project 5

3 Description of the Environment 6

3.1 Physical Environment 6

3.2 Biological Environment 9

3.3 Socio-Economic Environment 10

3.4 Anticipated Environmental Impacts and Mitigation Measures 11

4 Environmental Management Plan (EMP) 13

4.1 EMP Implementation Schedule 13

4.2 Environmental Monitoring Plan 13

4.3 Institutional Arrangement, Capacity Building and Grievance Redress Mechanism 13

4.4 Environmental Compliance Monitoring Plan 14

5 Results of Environmental Monitoring and Compliance Measures 20

List of Table

Table 2-1: Road Components and Design Standards for JCTE Road ....................................................... 5

Table 4-1: Environmental Monitoring Plan as described in the EIA ..................................................... 15

Table 5-1: Actual Observation of Monitoring Result Submitted (WP-01, WP-02, WP-03 and WP-04)

for February 2017 ................................................................................................................................. 20

Table 5-2: Actual Observation of Monitoring Result Submitted (WP-01, WP-02, WP-03 and WP-04)

for May 2017 ......................................................................................................................................... 41

Table 5-3: Safeguard Monitoring Observation Submitted for February 2017 ...................................... 62

Table 5-4: Safeguard Monitoring Observation Submitted for May 2017 ............................................. 82

Table 5-5: List of Tree Felling (affected) in the ROW .......................................................................... 101


Executive Summary

The Government of Bangladesh is emphasizing on improved connectivity between each part of the

country. In line with this objective the GOB announced its National Land Transport Policy in 2004

defining long term (20 years) Road Master Plan (RMP).The RMP has identified many feasible and

priority projects. One of priority roads identified is the Joydevpur-Chandra -Tangail- Elenga (JCTE)

road. This road is a vital link in the national highway network and forms a part of the Asian Highway

Network complementing the government plans to increase trade with neighboring countries.

The existing road suffers from inadequate capacity and has safety problem. The road is two lanes with

no shoulders and no provision for slow moving vehicular traffic (SMVT) or non-motorized traffic

(NMT). There are capacity constraints caused by congested junctions, markets, and community areas.

The project will upgrade the road to a four lane road with safety features, dedicated SMVT lane,

flyovers at business junctions, and overpasses at some intersections.

The upgrading of the road will have its associated environmental impacts that require due

consideration in project design for its mitigation and management based on detailed environmental

assessment. In relation to the Environmental Impact Assessment (EIA) carried out to determine the

likely significant environmental changes due to the project and crafts mitigation measures to avoid,

minimize, or compensate these impacts, this report presents the compliance monitoring activity

conducted in the last Quarterly Report by the implementing agencies engaged for the project.

Purpose of the Report: This Environmental Compliance Monitoring Report is a part of the process of

compliance with the Government of Bangladesh and ADB guidelines in relation to Road Improvement

Project under SASEC Road Connectivity Project. Since the commencement of works from 30 December

2015 and 1st March 2016 (fourth contract), all Contractors have engaged their Environment

Management Officers (EMO)/Environmental Specialist (ES) who are in activities of doing duties

connected with Environmental Management on the site and prepared monthly noise monitoring

report and Quarterly Compliance Monitoring Report (on November) as per clause 1.10 Environmental

Management specified in Particular Specification, Part-1 in SECTION-6. All Quarterly Compliance

Monitoring Reports of four Contracts have been compiled in accordance with ADB Format and

prepared this Quarterly Compliance Monitoring Report for onward submission to DOE and concerned

authorities.


Chapter 1

1 Project Background

The Government of Bangladesh is emphasizing on improved connectivity between each part of the

country. In line with this objective the GOB announced its National Land Transport Policy in 2004

defining long term (20 years) Road Master Plan (RMP). The RMP has identified many feasible and

priority projects. One of priority roads identified is the Joydevpur- Chandra – Tangail- Elenga (JCTE)

road. This road is a vital link in the national highway network and forms a part of the Asian Highway

Network complementing the government plans to increase trade with neighboring countries.

The existing road suffers from inadequate capacity and has safety problem. The road is two lanes with

no shoulders and no provision for slow moving vehicular traffic (SMVT) or non-motorized traffic

(NMT). There are capacity constraints caused by congested junctions, markets, and community areas.

The project will upgrade the road to a four lane road with safety features, dedicated SMVT lane,

flyovers at business junctions, and overpasses at some intersections.

The upgrading of the road will have its associated environmental impacts that require due

consideration in project design for its mitigation and management based on detailed environmental

assessment. In relation to the Environmental Impact Assessment (EIA) carried out to determine the

likely significant environmental changes due to the project and crafts mitigation measures to avoid,

minimize, or compensate these impacts, this report presents the compliance monitoring activity

conducted in the last Quarterly Report by the implementing agencies engaged for the project.

1.1 Project Progress

The contracts for 03 road improvement packages have been signed in between Roads and Highways

Department and the respective civil works Contractors on 15 September 2015 and contractors are paid

with the advance payment. However, commencement of work has taken place for road packages from

30thDecember 2015 and 1st March 2016 for fourth contract according to the clause 8.1 –

commencement of works of the General Conditions of Contract and Particular Conditions of

Contracts for the following Contract Packages Nos. SASEC-RCP/ICB/W-01.

1. Lot No.WP-01, Part-I: Improvement of Road from Vogra Bazar Intersection to Kaliakoir

Bypass Intersection (18.9 km) from 2-lane to 4-lane including structures.

2. Lot No. WP-02, Part-I: Improvement of Road from Kaliakoir Bypass Intersection to Dulla

Mari Road (18.00 km) from 2-lane to 4-lane including structures.

3. Lot No. WP-03, Part-I: Improvement of Road from Dulla Mari Road to Tangail (22.4 km)

from 2-lane to 4-lane including structures, and

Fourth Package No. SASEC-RCP/ICB/W-02,

4. Lot No. WP-04, Part-I: Improvement of Road from Tangail to Elenga Intersection

(10.00km) from 2-lane to 4-lane including structures.


The civil works for road packages have commenced from January 2016.Land Acquisition and

Resettlement activities are also going on now at project site. The utility lines are also in the process of

shifting. Tree in corridor of Impact will be removed during next few months according to work

progress.

The Contract Agreement wise names of the Contractors are:

1. KYERYONG-SPECTRA Joint Venture for WP-01, Part-I,

2. AML-HCM JV for WP-02,

3. SAMWHAN-MIR AKTER Joint Venture for WP-03, and

4. GDCL-DIENCO JV for WP-04,

All the contractors have submitted their Quarterly Compliance Monitoring Report forNovember2016

after their engagement of Environment Management Officer (EMO)/Environmental Specialist (ES)

having duties connected with Environmental Management on the Site. The name of the

Environmental Specialist (ES) engaged by 04 (four) Contractor’s namely KYERYONG-SPECTRA JV, AML-

HCM JV, SAMWHAN-MIR AKTER JV and GDCL-DIENCO JV for WP-04 is EQMS (Environmental Quality

Management Services) Consulting Limited to do the job for next 03 (three) years (Total Contract

Period).


CHAPTER 2

2 Description of the Project

Project Location: The JCTE road located north of Dhaka city will start at Vogra Bazaar

Junction (N 23° 58' 39" and E 90° 22' 51") at an intersection 2.7 km south of Joydevpur

roundabout where the N3 Dhaka – Mymensingh road meets the N105 Dhaka Eastern Bypass,

joining the N4 Joydevpur – Chandra – Tangail - Elenga road at project Chainage 2.900 at a

point 2.38 km west of Joydevpur (N 23° 59' 22" and E 90° 21' 30"). The route then follows the

N4, including the Kaliakoir, Mirzapur and Tangail bypasses (south end: N 24° 14' 33" and E

89° 56' 27", north end: N 24° 16' 03" and E 89° 56' 15") to Elenga (N 24° 20' 22" and E 89° 55'

28"). The total length is 69.3 km.

The road is a standard two-lane highway (two 3.65m lanes, paved shoulders each 1.5m and

verges each 1.0m). The road condition is varying in different section. Pavement crack is one

the main problem for this road. There are several sub-standard horizontal curves. There are

areas of distressed pavement (Km.17.6–18.2, Km.28.4–30.5, Km.61.6–67.4 depressions).

Road passes through various heavily congested areas at Konabari, Mouchak, Shafipur,

Dewhata, Jamurki, Pakullah, Natiapara and Elenga.

Project Components: The project components and design standards are defined in the

following table.

Table 2-1: Road Components and Design Standards for JCTE Road

ROAD COMPONENTS

Length 69.3 Km

Alignment Follow the existingroad alignment including the bypass area for road widening and improvement. No new road construction or bypass is proposed.

Flyovers/ROB 3 Flyovers (at Konabari Market, Chandra Intersection, and Tangail Intersection) 2 Railway Overpasses (Kaliakoir bypass road crossingandShohagpur railway/road crossing)

Major Bridges 84 bridges /culverts of which 26 bridges (4 Major Bridges (100m in length over Turag 1,Turag 2, Lowland and Pungli River) and 58 culverts

Embankment Design

Embankment height established for 1m free board on 20 years frequency HFL Dredged river sand based, side slope 3 haor: 1 ver, 600mm compacted cladding layer and turf for slope stabilization.

Design Standard

Speed Design : 80 km/h Posted : 70 km/h

Horizontal Controls

Controlling Curve: Maximum Super Elevation: 0.06 m/m Minimum Curve Radius: 252 m Design Speed: 50 km/h

Cross-Section Elements

Travelled each lane: 3.65 m Cross Fall : 3 %

Structural design standards

Roads and Highways Department (RHD) Bridge Design Standard 2004 American Association of State Highway and Transportation Officials (AASHTO) Standards Specification


CHAPTER 3

3 Description of the Environment

The baseline condition of environmental quality in the locality of project site serves as the

basis for identification, prediction and evaluation of impacts. The baseline environmental

quality is assessed through field studies within the impact zone for various components of the

environment, viz. air, noise, water, land and socio-economic, etc.

The baseline environment described in three broad categories:

1. Physical Environment- factors such geology, climate and hydrology;

2. Biological Environment- factors related to life such as flora, fauna and ecosystem; and

3. Socio-economic Environment- anthropological factors like demography, income, land

use and infrastructure.

3.1 Physical Environment

Physical environment denotes the physical features that occur naturally (air, water, soil,

atmosphere etc.). In order to depict the existing physical environment in the project area, a

few of the major parameters are considered like geology and soil, ambient air, noise, surface

and ground water etc.

Climate: Like other parts of the country, the project area is heavily influenced by the Asiatic

monsoon, and it has these three distinct seasons:

1. Pre-monsoon hot season (from March to November),

2. Rainy monsoon season (from June to October), and

3. Cool dry winter season (from November to February).

Temperature: The highest temperature recorded in the two weather stations Dhaka and

Tangail have been 36.9°C and 37.5°C in April accordingly. The lowest temperature recorded

at the two weather stations Dhaka and Tangail were found in the same month January which

were 9.5°C and 7.7°C respectively. Both of the average monthly temperature graphs show

that these two areas face high temperature from March to November and lowest temperature

during winter remains from December to February in the year.

Rainfall: Maximum rainfall occurs during November to September and the lowest rainfall

occurs in November to February during winter season. Statistical data of 1991 to 2012 shows

that both stations experience more than 300 mm rainfall in June and July months during

monsoon. In the month of December and January of winter season around 10 mm rainfall

occurred in the region of Dhaka and Tangail stations.

Humidity: Humidity remains high in summer and comparatively low in winter season. The

statistical data of humidity from 1991 to 2012 indicates that humidity in the above two stated

areas maximized in July to September in the year which is ranges from 80% to 85%. On the

other hand, humidity falls 60% to 75% in February, March and April during the winter season

in the considered areas.


Wind Speed: The statistical wind speed data shows that wind speed at Dhaka was

comparatively higher than the area of Tangail. Wind speed remained maximum with 3.8 knots

in April and 3.3 knots in November for Dhaka and Tangail stations respectively. The minimum

wind speed was 2.5 knots and 1.9 knots for Dhaka and Tangail stations accordingly in the

month of December.

Physiographic Features: The JCTE road alignment area lies mostly in the central part of the

country and depends on the Jamuna River for freshwater supply. The JCTE road area is

characterized by sal forests in the Pleistocene terrace that is Bhawal-Madhupur Tracts in

Gazipur, Tangail and Mymensingh District, and by the floodplains of Jamuna (about 70% of

the total area) in Tangail District. The entire road alignment runs through the following three

physiographic units 4, 3, 16b.

1. Old Brahmaputra floodplain (4)

2. Jamuna (Young Brahmaputra) floodplain (3)

3. Madhupur Tract (16b)

Topography: The general topography of the project area comprises floodplains in the majority

of the road and terraces, which were once extensively under cover sal formation. The sal

forests have raised lands locally known as chalas intersected by low-lying areas, which are

locally known as baid. The general topography of the project area slopes from north to south

with elevation ranged from 6.1m a.m.s.l to 20m a.m.s.l.

Geology: Bangladesh is situated to the east of the Indian sub-continental plate. Nearly 85%

of Bangladesh is underlain by deltaic and alluvial deposits of the Ganges, Brahmaputra, and

Meghna river systems. The project area consists of Holocene alluvial deposits flood plain and

predominantly consisting of fine sand, silts and clay. The site is on deep Cenozoic deposits

that overlie Precambrian basement rock. The Precambrian rocks form the basement of all

geological formations of Bengal Basin and shield areas. The materials deposited are a mixture

of sediments transported by the old Brahmaputra and by the Jamuna (Brahmaputra) River.

Seismicity: As per the seismic zone map, project road falls in zone II means medium seismic

intensity. There is no evidence of major earthquakes in the project areas in the past.

Soil: The project road passes through three different soil formation zones. The general soil

types of the project road area predominantly include the following: Grey floodplain soil (5);

Red-brown terrace soil (18); and Grey terrace soil (19).

Agro-ecological Zones within the Project Area: The project area contains 3 agro-ecological

Zones, namely: Young Brahmaputra and Jamuna Floodplain (8); Old Brahmaputra Floodplain

(9); and Madhupur Tract (28).

The nature and soil characteristics of these zones influence the crops and cropping patterns

within the region. Human interventions and modifications in the drainage patterns have already

affected the cropping calendar, crop diversity and introduction of new varieties and agricultural

products.

Soil Quality: The soil in the project area is highly productive and suitable to support different

ecosystems in balance. The land in this area is mostly used for agricultural cultivation and

there are a lot discrete water bodies for fish cultivation. During the construction phase of the

project, road embankment will be built by carried earth. Hence, there is the chance of the


native soil to be disturbed by the external carried earth. There has the priority of using the

dredged earth from the rivers along the road alignment instead of using the local soil from the

local land. River bed material (sand) of the Turag and Pungli Rivers contains acceptable

amount of Arsenic (As), Lead (Pb), Zinc (Zn) and Mercury (Hg) comparing with the standard

of EU Directive 86/278/EEC for land application. That is why; sand from the two rivers can be

used for developing project Road Embankment.

Surface Water: There are three major surface water bodies surrounding the project area

which are Turag River, Bangshi River and Pungli River. The project road alignment crosses

all the rivers at several locations. There are also significant numbers of beel and khal in and

around the project locations. Besides, there are remarkable numbers of ponds and ditches

available in the project area. Most of the water bodies become waterless or contain minimum

amount of water during the dry season and gets water in rainy season. People use the water

from the river, khal, canal and ponds for washing, bathing and irrigation purposes. In the wet

season, substantial amount of the land in the area is inundated due to flood. In the dry season

local canals and channels provide water for irrigation for boro cultivation and for growing winter

crops.

Drainage Pattern: Like other areas in Bangladesh, there are no structured drainage and

sewerage facilities in the project area and as a result, during heavy rainfall drainage

congestion and flooding is occurring in this area.

The storm water runoff process is influenced by the undulated highland characteristic of the

project area. Storm water from highlands quickly accumulates in the adjoining ditches and

gradually drains through low lying areas.

Flood Pattern: The road section from Joydevpur to Tangail has been improved; this includes

raising the road embankment and the construction of new bridges and culverts under the

World Bank funded Jamuna Access Road project during the period 2002-2005. From

Joydevpur towards Jamuna Bridge the first part of the road (km 0 to 22 km) is largely flood

free. Between Mirzapur and Tangail the area is very flat and the channels are mostly

abandoned: however the area is quite low and was reported to have been submerged by 2 to

3 meters of water during the 1988 flood. People have built embankments to protect their

houses. Artificial channels have also been dug to facilitate drainage in the area.

Surface Water Quality: The overall quality of surface water around the project site and its

surroundings varies throughout the year. Typically water quality improves during the monsoon

due to the influx of fresh rainwater, and worsens during the dry season as water evaporates

and the concentration of contaminants increases.

The concentration levels of all the measured parameters for surface water were found within

the acceptable limit set by the DoE, GoB for fishing water in Pungli River. However, the

concentration of Dissolved Oxygen (DO) for Turag River was less than the DoE standard.

Groundwater: The groundwater resources in the project area are found in three separate

aquifers. An upper aquifer: a surface layer consisting mainly of clay and silt, characterized by

high porosity but low permeability; composite aquifer: an intermediate layer of mainly fine sand

and clay characterized by high porosity and moderate permeability (possibility of providing

water with hand pumps); and main aquifer: a deeper layer, containing mainly fine to coarse

sand. The main aquifer is characterized by high porosity and moderate to high permeability


and is separated from the composite aquifer by a clay layer. Fresh groundwater is relatively

carbonate-rich with low total dissolved solid contents of less than 500 milligrams/litre (mg/l).

Groundwater Quality: The concentration levels of pH, Mn, As, Fe, Cl-, Total Hardness, TC

and FC for tube well of Kodda Bazar were found within the acceptable limit set by the DoE,

GoB for drinking water. However, TC and FC in the groundwater from Pouli village were higher

than the given standards. In case of Arsenic, both the samples contain too higher amount than

the standard drinking water quality which is hazardous for health.

Ambient Air Quality: The SPM and PM10 concentrations highly exceeded the DoE allowable

limit in the all of the two measured locations. There two different sources of particulates

matters; natural and human induced. The naturally generated particulates originating from

volcanoes, dust storms, forest and grassland fires, living vegetation, and sea spray. Human

activities, such as the burning of fossil fuels in vehicles, power plants and various industrial

processes also generate significant amounts of particulates. In the project area human

activities are mainly responsible for the high concentration of SPM and PM10.

Noise Level: Analysis of the day time noise data shows that the baseline noise around the

project area varies from location to location. The highest day time equivalent noise levels

recorded at Pakulla Bus stand, Mirzapur, Tangail was 81.7 dBA. The highest night time

equivalent noise levels recorded at Chandra, Kaliakoir, and Gazipur was 76.7 dBA. The noise

level at the five locations is above the standard set Bangladesh Noise Pollution (Control)

Rules, 2006 in both day and night time.

3.2 Biological Environment

Bio-ecological Zones: The project road alignment falls below the two bio-ecological zones.

1. Madhupur Sal Tract (3)

2. The Brahmaputra-Jamuna floodplain (4c)

Terrestrial Flora: The project influence area (PIA) is highland with mixed vegetation. Crops,

vegetables are cultivated at the surrounding mainly include rice, wheat, rabi crops and variety

of homestead vegetables. A sizeable number of fruit trees with economic value have been

observed in the PIA. The fruit trees include jackfruit, mangoes, litchi, banana, coconut,

blackberry etc. and timber trees include mehegoni, neem, epil-epil, koroi etc. Considerable

number of trees and bushes in the PIA site provide habitat for birds and other animals. The

composition of plant community includes low growing grasses, trees, herbs and shrubs.

Terrestrial Fauna: The diversified habitat and ecosystem in the project area support various

types of animals. Most of the birds are identified through direct observation rather than from

people. Most of the Amphibians, Reptiles and Mammals were identified by using books and

description of the local people during the field survey. A total of 130 species are identified

during field survey among them 5 are Amphibian, 14 Reptilian, 93 Avian faunas and 15

Mammalian faunas. Out of the species identified, 5 are endangered, 9 are vulnerable. No

endemic species are found in the project area.

Aquatic Flora: Different types of aquatic flora species were recorded in the project areas. The

most abundant hydrophytes in the project area are Kochuripana (Eichhorniacrassipes),


Topapana (Pistia stratiotes), Khudipana (Lemna minor) PataJhajii (Vallisneria spiralis), Shapla

(Nymphaea sp.), Kolmi (Ipomoea aquatica), Helenchaa (Enhydra fluctuant), and Duckweed

(Spiredella sp.). Numerous algae (e.g. Spirogyra and Scytonema) and amphibian plant,

Dholkolmi (Ipomoea fistulosa) are also found in the road side water bodies.

Aquatic Fauna: Fish is the most important aquatic fauna of the project areas, along with other

groups. The aquatic fauna includes Prawns (Macrobrachium spp.), crabs, snails (Pila,

Vivipara, Lymna etc.), freshalater mussels (Lamellidens sp.) etc. invertebrates and about 70

species of fish. Kolabang (Rana tigrina);Guishap (Varanusbengalensis) and Matia sap

(Enhydrisenhydris) are common. The aquatic birds are – Pancowri (Phalacrocoraxcarto),

Kanibok (Ardeolagrayii), Sadabok (Egrettagarzetta), Borobok (Egrettaalba), Machranga

(Halcyon pileata), Dahuk (Gallicrexcinerea), and winter migratory birds – Balihash

(Dendrocygnajavanica) and Chakha (Tadornaferruginea).

Fishes: There are 70 species of fishes and 3 species of shrimp were found in project area.

The fisheries in the project area comprises of ponds, beels, rivers, flood lands, Burrow pits,

and Khals. The major fresh water fish species are the rui, katla, mrigal, kalbashu; shoal, gajar,

taki; pangash, boal, tengra, aier, bacha, ritha, shing, magur and shrimp, baillya, chela, batashi,

kahalisha, puthi, sharputhi, kai, falli, chital,baim, chanda, kharali, etc.

The wetlands of this region also support large populations of the commercially important prawn

such as Macro brachium rosenbergii (Golda Chingri), M. malcomsoni (Chatkachingri) and

Leander sp. (Gurachingri). Fresh water Crab is a common aquatic arthropod observed in most

of wetlands. Fresh water Crab is a common aquatic arthropod observed in most of wetlands.

No aquatic mammal like Dolphin was observed in the Rivers (Turag, Bangshi and Pungli)

along the project road.

Biodiversity/Environmentally Sensitive Areas: In and around the project area some wildlife

species were identified as locally vulnerable. The name of these vulnerable species are

Bengal monitor, Rat snake, Common vine snake, Crested Serpent-eagle, Yellow-footed green

pigeon, Common mongoose, Bengal fox, Small Indian Civet. Some species were also

identified as locally endangered and these are Ring lizard, Monocellate cobra, and Jungle cat.

Any construction must consider impacts on the rate of deforestation, loss of habitat, habitat

fragmentation, and interruption of wildlife migration patterns. The Bhawal National Forest is

the biggest forest and protected area which are located within the 5 km buffer zone.

3.3 Socio-Economic Environment

Settlement and Housing Pattern: The project is located in densely settlements area

particularly the beginning part of the road alignment. There are many large and small

industries and factories situated in the both sides of the RoW. Housing condition of the five

upazilas (GazipurSadar, Kaiakoir, Mirzapur, TangailSadar and Kalihati) of the project is

predominantly kutcha, semi pucca and pucca houses found in the city area. The average data

about the main house of the dwelling households by type of structure shows that pucca and

semi-pucca household structures remain higher in urban area comparing to the rural area and

upazila.

Land Use Patterns: About 39906.57 hectares land was used for agriculture purposes. About

34522.5 hectares areas were found as settlement area. Forest/vegetation was one of the

important features in this analysis, which was found about 744.48ha in the 5 Km road buffer


zone. Substantial trees, vegetation and homestead gardening in settlement area were

observed along the proposed road. Total 960.54ha of the lands was found under water bodies

in the project area that includes the ponds and enormous small channels and beels. Almost

711.97 hectares area is under major rivers in the buffer zone of project location and 66.09

hectares land is for major roads.

Water Supply and Sanitation: Tube wells are the most common source of drinking water in

both the urban and rural areas. Tap water is accessible only in urban areas. Most households

do not treat water prior to drinking. Sewage facilities are available in most of the urban areas.

The sanitary facilities are better in the urban areas than the rural areas. Particularly, in the

Gazipursadar; known as commercial and industrial area have better sanitary facilities than the

other upazilas along the road alignment.

Transport and Communication: The project areas are connected with national highways,

village roads, waterways, and railways in certain locations. The common types of transports

are bus, truck, microbus, car, CNG, motorcycle, van and rickshaw. Mobile and wire telephone

services are available in most of the areas. During the field survey, it is found that there are

many roads crossing present in the JCTE road alignment which connect the adjacent villages

to the highway.

Environmental Hotspot: The socio-cultural aspects include the educational institutions,

hospitals/health centres, religious structures, cultural structures, burial grounds, cremation

yards, market places, industrial structure, water bodies, etc., few of which would be affected

directly and indirectly through implementation of the both routes. Such sites could be termed

as Environmental Hotspots in relation to project activities and, hence, need to be dealt

carefully during the construction phase.

There are no archaeological and historic sites in the RoW of the JCTE project. Among the

cultural sites, twenty-seven mosques, one madrasa, one eidgah, twelve graveyards, one

mazar, one temple, one library, nine school, forty-eight filling stations, one power plant, nine

network tower, one post office, twenty-one hut/bazar and one hospital fall within the RoW of

the road alignment.

3.4 Anticipated Environmental Impacts and Mitigation Measures

This section identifies the overall impacts on the physical, biological and socio-economic

environment of the project area. An environmental impact is defined as any change to an

existing condition of the environment. Identification of potential impacts has been done on the

basis of baseline data collected from secondary and primary sources. Environmental impacts

assessment was carried out considering present environmental setting of the project area,

and nature and extent of the proposed activities. Potential environmental impacts associated

with the proposed project activities of both the project are classified as:

1. impacts during pre-construction/design phase

2. impacts during construction phase and

3. impacts during operation phase.


Qualitative and quantitative techniques have been applied for direct and indirect impact

identification. Impacts are classified as being insignificant, minor, moderate and major.

Impacts are described in the sections below.

Some of the important impacts associated with the proposed project will be associated with

land use (land acquisition), land stability (soil erosion), soil compaction and contamination,

water availability, water quality of river/stream/canal, ground water contamination, waste and

wastewater disposal, ambient air quality, ambient noise levels, vegetation, tree cutting

(including social forestry tree), fauna ( terrestrial and aquatic), drainage pattern, hydrology,

climate change, socio economic, places of social/cultural importance (religious structures,

community structure), construction material sourcing and occupational health and safety.

Adequate mitigation measures are devised to mitigate/minimise all likely environmental

impacts and the same have been presented along with the impacts.

During the field observation and data collection, consultations were also held with people in

the locality including those presently living in the project areas, NGOs and Government

authorities. Outcome of these consultations were used in impact assessment and devising

mitigation measures.


CHAPTER 4

4 Environmental Management Plan (EMP)

On the basis of identification of the environmental impacts and recommended mitigation

measures linked with the JCTE project activities, an EMP has been prepared which will be

followed at the pre-construction, construction and operation stages. While preparing the EMP,

medium and significant impacts are taken into consideration to recommend possible mitigation

measures. A mitigation measure will be considered as successful when it complies with the

Environmental Quality Standards (EQS), policies, legal requirements set by ADB SPS, 2009

and DoE environmental guidelines and other relevant GoB legal requirements. In absence of

DoE’s own EQS, other relevant international or other recognized organization’s quality

standard will be applied.

4.1 EMP Implementation Schedule

An implementation schedule has been sketched based on the environmental components that

November be affected during the construction and operation of the project. Since project is likely to

have impact on various components of environment, a comprehensive EMP implementation

schedule covering terrestrial and aquatic ecology, soil erosion, drainage congestion, tree

plantation, air quality, noise, and vibration are provided. Monitoring Plan has been separately

suggested for pre-construction, construction and operation phase.

4.2 Environmental Monitoring Plan

Environmental monitoring is an essential tool for environmental management as it provides

the basic information for rational management decisions. The purpose of the monitoring

program is to ensure that the envisaged purposes of the project are achieved and result in

desired benefits to the target population. To ensure the effective implementation of the

mitigation measures, it is essential that an effective monitoring program be designed and

carried out. Compliance monitoring will be conducted in accordance with the environmental

mitigation measures and monitoring plan provided with this report. Environmental Monitoring

Plan has been shown in Table 4.1.

4.3 Institutional Arrangement, Capacity Building and Grievance Redress Mechanism

Institutional Arrangement: The Environmental Management Plan (EMP) implementation

requires an organization support structure in the form of organizational requirements, training

needs and plan, and information management system.

However, an organizational structure shall be developed at the corporate, regional and site

level to aid effective implementation of the EMP document. Various departments will be

involved during implementation of the project. Contractor is responsible for implementation of

EMP during works and Construction Supervision Consultant (CSC) is primarily responsible for

supervision of monitoring of the implementation of the EMP. RHD will be supported by a

Management Consultant (MC) to advise and assist RHD in quality and capacity enhancement

and independent quality monitoring. Contractor will be responsible for implementation of EMP

during work activities stage. Relevant departments responsible for implementation and

supervision of proposed mitigation and monitoring measures are given in the EMP.


Capacity Building: In Bangladesh, the environmental assessment process is established,

but environmental awareness and capability for implementation of EMP in infrastructure

projects are still developing. The project implementation unit (PIU) of RHD had some officers

in the environmental and social circle department (ESC) that are delegated environmental

duties. The delegated officers have responsibility to bring environmental issues to the notice

of senior management. Typically, the delegated officers have been moved to different

departments due to promotions and operational needs after about every 3 years, and they

move on to other engineering departments in RHD. The status quo is that ESC engineering

officers are delegated to check environmental assessments prepared by consultants. The

IEEs and EMP are referred to the DOE in the Ministry of Environment and Forests (MOEF) for

approval. The ESC in RHD is not directly involved with project implementation, but has more

administrative responsibility to ensure environmental compliance and a general role to

increase environmental awareness for RHD.

Grievance Redress Mechanism: To facilitate the resolution of affected people’s concerns,

complaints, and grievances about the social and environmental performance of the project, a

Grievance Redress Mechanism (GRM) is established which aims to provide a time bound and

transparent mechanism to voice and resolve social and environmental concerns.

The Social and Environmental Circle (SEC) of RHD shall make the public aware of the GRM

through public awareness campaigns. The contact phone number of the respective SEC will

serve as a hotline for complaints, and shall be publicized through the media and placed on

notice boards outside their offices and at construction sites. The project information brochure

will include information on the GRM and shall be widely disseminated throughout the project

area by the Environmental Specialist/Engineer in the SEC, with support from the NGOs and

communications firm. Grievances can be filed in writing or by phone with any member of the

SEC.

4.4 Environmental Compliance Monitoring Plan

In continuation to the monitoring program which is to ensure the envisaged purposes of the project

for achievingthe result in desired benefits to the target population. To ensure the effective

implementation of the mitigation measures, it has become essential for an effective compliance

monitoring program be designed to carry out. Compliance monitoring has been conducted by the

Environmental Specialist of the aforesaid Contractor’s in accordance with the environmental

mitigation measures and monitoring plan and provided in this report in Chapter 5 as Results of

Environmental Monitoring and Compliance Measures, where Table 5.1: Actual Observation of Monitoring

Result submitted for February 2017 in sequence of Contract Numbers and Names is provided. Table

5.2: includes safeguard monitoring observation details with pictures as applicable for all contracts.

Table 5.3: includes list of tree felling as affected by construction activity in the ROW according to the

species and sizes of trees.


Table 4-1: Environmental Monitoring Plan as described in the EIA

Environmental Components

Parameters/ Units

Standards/ Guidelines

Location

Monitoring Period/

Frequency/ Sampling, No/year

Responsibility

Implementation Supervision

Pre-Construction Stage

Dredged materials

Lead (Pb), Cadmium (Cd),

Cromium (Cr), Copper (Cu),

Zinc (Zn), Manganese (Mn),

Arsenic (As), Selenium (Se),

and Mercury (Hg)

Government of

Bangladesh (GoB)

and international

standard

Proposed dredging sites Once prior to start

dredging Contractor

RHD/Construction

Supervision

Consultant (CSC)

Air Quality H2S, SOx, NOx, CO, CO2,

TVOC, SPM, PM10

Air quality standard

by DOE, Bangladesh Major road intersections Once

Contractor RHD/CSC

Noise Level dB(A) Noise Pollution

Control Rules (2006)

Major Road Intersections

and inhabited locations

and sensitive areas

Once

Contractor

RHD/CSC

Water Quality

Surface water: pH, TDS, EC,

TSS, Fe, NH3 – N, Cl2, DO,

COD, BOD5,

Surface water quality

standard by DOE,

Bangladesh

Surface water near

project site Once

Contractor

RHD/CSC

Groundwater: pH, Mn, As, Fe,

Cl-, Total hardness, TC, FC

Groundwater quality

standard by DOE,

Bangladesh

Groundwater near

project site Once

Contractor

RHD/CSC

Wildlife Wildlife habitat and movement None Specific Areas alongside the road

alignment Once

Contractor RHD/CSC



Parameters/ Units


Location

Monitoring Period/


Responsibility


Tree felling 1. Monitoring activities outlined

in RP;

2. Check whether proper

compensation as mentioned

in RP is received by PAPs.

Inspection ROW along the alignment During tree felling

and site clearing

operations

Contractor/

NGOs/RHD

RHD/CSC

Construction Stage


TVOC, SPM, PM10


by DOE, Bangladesh

Hot mix plant, concrete

mixing plant/stone

crushers at construction

sites

2/year per site for

3 years Contractor RHD\CSC

Dust Dust control Air quality standard

by DOE, Bangladesh

Construction site and

ROW along the

alignment

Regularly Contractor RHD\CSC



Construction sites and

inhabited locations and

sensitive areas

2/year per site for


Water Quality



COD, BOD5, Oil and Greases

Water quality

standard by MoEF,

Bangladesh

Surface water near

project site

2/year per site for




Water quality

standard by MoEF,

Bangladesh

Drinking water to made

available to construction

camps and ground water

near project site

2/year per site for


Soil Erosion Visual check for Soil erosion

and siltation All major water bodies

Once during rainy seasons of the

construction period.

Contractor RHD\CSC



Parameters/ Units


Location

Monitoring Period/


Responsibility


Drainage

congestion

1. Check drainage plan

implemented correctly

2. Conduct regular inspection

Monitoring Construction site Weekly during

monsoon Contractor RHD\CSC

Soil Pollution

1. Check liquid waste is carried

out by experienced personnel

and in proper way

2. Careful and proper handling

of oil and other hazardous

liquids

Monitoring

Construction Yard,

dumping site


Wildlife Wildlife habitat andmovement None Specific Areas alongside the road

alignment Quarterly Contractor RHD\CSC

Fisheries Impact on fish productivity ,

breeding and spawning All major water bodies Once in a year Contractor RHD\CSC

Waste

1. Check storage,

transportation, disposal,

handling of hazarders waste

2. Waste and effluents to be

collected and disposed safely

from all camps.

3. Wastes and garbage’s from

bridges construction sites to

be disposed safely

Monitoring

Construction Yard,

dumping site

Weekly Contractor RHD\CSC



Parameters/ Units


Location

Monitoring Period/


Responsibility


Health and

Safety

1. Check quality of food and

accommodation at

construction camp;

2. Check safe water supply,

hygienic toilet at camps,

construction of drain at camp

sites;

3. Check toilets are close to

construction site and separate

toilet for female workers;

4. First Aid Box with required

tools and medicines;

5. The heavy construction

material to handled and

stored safely putting due care

on public safety;

6. Heavy construction materials

at bridges construction sites

to be stored and handled

safely; and

7. Check of personal protective

equipment (PPE) for worker

at the sites

Monitoring

Construction site and labor

camp


Operation Stage



Parameters/ Units


Location

Monitoring Period/


Responsibility


Tree

Plantation

Check that the planted trees are maintained as mentioned in

tree plantation plan

Inspection to ensure proper plantation with

proper species

Along the road Regular during

June/July RHD RHD\DOE


TVOC, SPM, PM10


by DOE, Bangladesh Major Road Intersections

1site/year for 3

years RHD RHD\DOE



Major Road Intersections

and inhabited locations

and sensitive areas

1site/year for 3

years RHD RHD\DOE

Water Quality



COD, BOD5, Oil and Greases

Water quality

standard by DOE,

Bangladesh

Surface water near

project site

1site/year for 3

years RHD RHD\DOE



Groundwater near

project site

1site/year for 3

years RHD RHD\DOE

Accident and

Public Safety

Record of accidents, different

level of disabilities/fatalities. None Specific

Thought out the project

section ---------- RHD RHD

Soil Erosion Visual check for soil erosion

and siltation All major water bodies

After first

precipitation RHD RHD

Soil Quality Heavy metals

At each construction

camp post restoration of

construction camp site

Once at each

construction site RHD RHD\DOE

Wildlife Wildlife habitat and movement None Specific Areas alongside the road

alignment Quarterly RHD RHD\DOE

Fisheries Impact on fish productivity ,

breeding and spawning All major water bodies

End of First year

of Operation

RHD RHD\DOE


CHAPTER 5

5 Results of Environmental Monitoring and Compliance Measures

Construction works of SASEC Road Connectivity Project is under implementation stage since the commencement of the Contractor’s field activities in progress. The

results of environmental monitoring and compliance measures are elaborately described in the Actual Observation of Monitoring Results given in Table 5.1 in Contract-

wise:

Table 5-1: Actual Observation of Monitoring Result Submitted (WP-01, WP-02, WP-03 and WP-04) for February 2017

Contract WP-01: KYERYONG-SPECTRA JV Submitted in February 2017

Monitoring Parameter

Chainage(Km+m)

Location GPS Location Frequency of Monitoring

Monitoring Result

National Standard

Remarks

Ground Water 1

Fluoride(F) 5+200 Construction Camp

23°59'47.49"N90°20'51.46"E

- 0.22 1

Water Quality parameter are

below from National Standard

level

Arsenic(As) 5+200 Construction Camp 23°59'47.49"N 90°20'51.46"E

- 0.002 0.05



level

Chloride(Cl) 5+200 Construction Camp 23°59'47.49"N 90°20'51.46"E - 21 150-600



level

Electrical

Conductivity

(EC)

5+200 Construction Camp 23°59'47.49"N 90°20'51.46"E

- 300 -



level

pH 5+200 Construction Camp 23°59'47.49"N 90°20'51.46"E - 6.28 6.5-8.5



level



Chainage(Km+m)


Monitoring Result

National Standard

Remarks

Fecal Coli form (FC) 5+200 Construction Camp 23°59'47.49"N 90°20'51.46"E - 0 0



level

Total Coli form

(TC) 5+200 Construction Camp 23°59'47.49"N 90°20'51.46"E - 0 0



level

SurfaceWater1

Temp 5+200 Turag River 23°59'47.49"N90°20'51.46"E - 24.2 -



level

BOD 5+200 Turag River 23°59'47.49"N 90°20'51.46"E - 4 2 or less



level

DO 5+200 Turag River 23°59'47.49"N 90°20'51.46"E - 5.6 6 or

above



level

EC 5+200 Turag River 23°59'47.49"N 90°20'51.46"E - 136 -



level

pH 5+200 Turag River 23°59'47.49"N 90°20'51.46"E - 7.5 6.5-8.5



level

TDS 5+200 Turag River 23°59'47.49"N 90°20'51.46"E - 290 -



level


Monitoring

Parameter

Chainage

(Km+m) Location GPS Location

Frequency of

Monitoring

Monitoring

Result(µg/m3)

National

Standard Remarks

Air Quality 1

PM2.5 2+900 Fazlul Alam

Madrasa

23°59´17.8"

N90°21´37.0" E 24 21.34 65

Ambient air quality is below

the National Standard Level

PM10 2+900 Fazlul Alam

Madrasa

23°59´17.8" N

90°21´37.0" E 24 77.93 150



SPM 2+900 Fazlul Alam

Madrasa

23°59´17.8" N

90°21´37.0" E 8 119.84 200



SOX 2+900 Fazlul Alam

Madrasa

23°59´17.8" N

90°21´37.0" E 24 5.45 365



NOX 2+900 Fazlul Alam

Madrasa

23°59´17.8" N

90°21´37.0" E 24 9.37 100



CO 2+900 Fazlul Alam

Madrasa

23°59´17.8" N

90°21´37.0" E 8 <2 ppm 9 ppm



AirQuality2

PM2.5 5+200 Construction

Camp

24°00´10.9"

N90°20´30.0" E

24 19.26 65 Ambient air quality is below


PM10 5+200 Construction

Camp

24°00´10.9" N

90°20´30.0" E



SPM 5+200 Construction

Camp

24°00´10.9" N

90°20´30.0" E



SOX 5+200 Construction

Camp

24°00´10.9" N

90°20´30.0" E



NOX 5+200 Construction

Camp

24°00´10.9" N

90°20´30.0" E



CO 5+200 Construction

Camp

24°00´10.9" N

90°20´30.0" E

8 <2 ppm 9 ppm Ambient air quality is below


Air Quality3


Monitoring

Parameter

Chainage


Frequency of

Monitoring

Monitoring

Result(µg/m3)

National

Standard Remarks

PM2.5 16+743 Chondra Circle 24°03´32.7"N

90°13´31.2" E

24 26. 34 65 Ambient air quality is below


PM10 16+743 Chondra Circle 24°03´32.7" N

90°13´31.2" E



SPM 16+743 Chondra Circle 24°03´32.7" N

90°13´31.2" E



SOX 16+743 Chondra Circle 24°03´32.7" N

90°13´31.2" E



NOX 16+743 Chondra Circle 24°03´32.7" N

90°13´31.2" E



CO 16+743 Chondra Circle 24°03´32.7" N

90°13´31.2" E




Chainage (Km+m) Location & (Picture No. in

Annex 1) GPS Location

Frequency of Monitoring (Day/Night)

Monitoring Result

(Noise in dB)

National Standard (Zone)

Remarks

Noise Level

Average Noise Level

(Day Time) 18+480

S. A Spinning Mills Jame

Mosque

24° 3'23.39"N

90°13'40.97"E 1 hr 71.3

Silent Area High

Average Noise

Level (Day Time) 17+620 HartakitalaBaitul Amin

CentrealJame Mosque

24° 3'3.81"N

90°14'4.03"E 1 hr 69.1

Silent Area High

Average Noise

Level (Day Time) 17+000 SubornoJame Mosque 24° 2'52.45"N

90°14'18.70"E 1 hr 78.5

Silent Area -50 High

Average Noise

Level (Day Time) 15+400 ChandaraDewanbariJame

Mosque

24° 2'25.21"N

90°15'7.02"E 1 hr 56.7







Monitoring Result

(Noise in dB)


Remarks

Average Noise

Level (Day Time) 15+390

31 No. Chandara

Government Primary

School

24° 2'24.89"N

90°15'7.98"E 1 hr 54.8

Silent Area-50 High

Average Noise

Level (Day Time) 14+920 Al Shafi general Hospital

and Diagonostic Center

24° 2'16.18"N

90°15'22.34"E 1 hr 61.9


Average Noise

Level (Day Time) 14+600 AkijJame Mosque 24° 2'10.58"N

90°15'27.35"E 1 hr 56.1


Average Noise

Level (Day Time) 13+850 Mondol Knit Composite

Jame Mosque

24° 1'57.21"N

90°15'44.50"E 1 hr 62.7


Average Noise

Level (Day Time) 12+730 Modern Hospital 24° 1'39.73"N

90°16'16.31"E

1 hr 71.1


Average Noise

Level (Day Time) 12+640 Shafipur Bazar Central

Jame Mosque

24° 1'34.63"N

90°16'28.32"E

1 hr 72.5


Average Noise

Level (Day Time) 11+860 Shamsuddin Spinning

Jame Mosque

24° 1'25.45"N

90°16'52.62"E

1 hr 69.7


Average Noise

Level (Day Time) 10+100 NurbagJame Mosque 24° 1'14.60"N

90°17'51.04"E

1 hr 52.4

Silent Area-50 High

Average Noise


Mazedulkaior o

KhairulMadarishJame

Mosque

24° 0'48.31"N

90°18'34.26"E

1 hr

68.5


Average Noise

Level (Day Time) 7+580 Konabari Eye Hospital 24° 0'38.51"N

90°19'16.42"E

1 hr 72.7


Average Noise

Level (Day Time) 7+200 Konabari Central Jame

Mosque

24° 0'38.66"N

90°19'24.18"E

1 hr 67.7







Monitoring Result

(Noise in dB)


Remarks

Average Noise

Level (Day Time) 6+656 Konabari flyover

construction site

24°00´35.0" N

90°19´43.7" E

1 hr 66.4 Commercial area - 70

High

Average Noise

Level (Day Time) 5+780 BymileJameMpsque 24° 0'15.35"N

90°20'21.96"E

1 hr 53.7 Silent Area -50

High

Average Noise


79 No. Bymail

Government Primary

School

24° 0'14.96"N

90°20'22.44"E

1 hr

57.6 Silent Area -50

High

Average Noise

Level (Day Time) 5+200 Construction Camp 24°00´10.9" N

90°20´30.0" E


High

Average Noise

Level (Day Time) 3+520 BaitulMamur Jame

Mosque

23°59'32.80"N

90°21'10.10"E


High

Average Noise

Level (Day Time) 2+560 FazlulUlumMadrasha 23°59'21.20"N

90°21'38.48"E


High

Average Noise

Level (Day Time) 0+763 Nayeb Ali Jame Mosque 23°59'22.31"N

90°22'26.46"E


High

Average Noise

Level (Day Time) 0+647 Progoti Ideal School 23°59'23.23"N

90°22'34.22"E


High

Average Noise

Level (Day Time) 0+060 SonaJame Mosque 23°58'38.90"N

90°22'43.80"E


High


Contract WP-02: AML-HCM JV Submitted in February 2017


Chainage(Km+m)


Monitoring Result

National Standard

Remarks

Ground Water 1


24°05´9.3" N 90°12´0.9" E

- 0.23 1



level

Arsenic(As) 23+000 Construction Camp 24°05´9.3" N 90°12´0.9" E

- 0.001 0.05



level

Chloride(Cl) 23+000 Construction Camp 24°05´9.3" N 90°12´0.9" E - 18 150-600



level

Electrical

Conductivity

(EC)

23+000 Construction Camp 24°05´9.3" N 90°12´0.9" E

-

170

-



level

pH 23+000 Construction Camp 24°05´9.3" N 90°12´0.9" E - 7.1 6.5-8.5



level

Fecal Coli form(FC) 23+000 Construction Camp 24°05´9.3" N 90°12´0.9" E - 0 0



level

Total Coli

form(TC) 23+000 Construction Camp 24°05´9.3" N 90°12´0.9" E - 0 0



level

Surface Water 1



Chainage(Km+m)


Monitoring Result

National Standard

Remarks

Temp 20+200 Bongshal River 24°4´47.4" N90°12´21.8" E - 25.6 -



level

BOD 20+200 Bongshal River 24°4´47.4" N 90°12´21.8" E - 4 2 or less



level

DO 20+200 Bongshal River 24°4´47.4" N 90°12´21.8" E - 5.4 6 or above



level

EC 20+200 Bongshal River 24°4´47.4" N 90°12´21.8" E - 354 -



level

pH 20+200 Bongshal River 24°4´47.4" N 90°12´21.8" E - 6.81 6.5-8.5



level

TDS 20+200 Bongshal River 24°4´47.4" N 90°12´21.8" E - 175 -



level

Monitoring

Parameter

Chainage


Frequency of

Monitoring

Monitoring Result

(µg/m3)

National

Standard Remarks

Air Quality 1


Camp Yard

24°05´9.9"N

90°11´59.3" E 24 23.68 65

Ambient air quality is below the

National Standard Level


Camp Yard

24°05´9.9" N

90°11´59.3" E 24 72.45 150




Camp Yard

24°05´9.9" N

90°11´59.3" E 8 107.31 200




Camp Yard

24°05´9.9" N

90°11´59.3" E 24 4.53 365




Monitoring

Parameter

Chainage


Frequency of

Monitoring

Monitoring Result

(µg/m3)

National

Standard Remarks


Camp Yard

24°05´9.9" N

90°11´59.3" E 24 9.76 100




Camp Yard

24°05´9.9" N

90°11´59.3" E 8 <2 ppm 9 ppm



AirQuality2

PM2.5 18+900 Dullamari road

area

24°06´46.6"N

90°11´21.7" E 24 28.57 65



PM10 18+900 Dullamari road

area

24°06´46.6" N

90°11´21.7" E 24 96.62 150



SPM 18+900 Dullamari road

area

24°06´46.6" N

90°11´21.7" E 8 147.16 200



SOX 18+900 Dullamari road

area

24°06´46.6" N

90°11´21.7" E 24 6.32 365



NOX 18+900 Dullamari road

area

24°06´46.6" N

90°11´21.7" E 24 11.92 100



CO 18+900 Dullamari road

area

24°06´46.6" N

90°11´21.7" E 8 <2 ppm 9 ppm







Monitoring Result

(Noise in dB)


Remarks

Noise Level

Average Noise


Construction Camp

Mosque Site N24°05´14.6"E90°11´55.5" 1 hr 62.3

Commercial area -

70 High

Average Noise

Level (Day

Time)

36+360 DullaMonsur East

BottolaJame Mosque N24°06´42.3"E90°04´39.5" 1 hr 59.2 Silent Area - 50 High






Monitoring Result

(Noise in dB)


Remarks

Average Noise

Level (Day

Time)

35+432 Pusto Kamuri Charpara

Jame Mosque N24°06´27.4"E90°05´07.3" 1 hr 61.8 Silent Area - 50 High

Average Noise

Level (Day

Time)

34+400 Darul Falah Hiforand

Pre-cadet Madrasa N24°06´19.2"E90°05´55.4" 1 hr 56.2 Silent Area - 50 High

Average Noise

Level (Day

Time)

31+900 Deohata Alhaz Johab

Ali High School N24°05´47.4"E90°07´00.8" 1 hr 55.3 Silent Area - 50 High

Average Noise

Level (Day

Time)

31+900 Tangail Technical

Institute N24°05´46.7"E90°07´00.7" 1 hr 64.3 Silent Area - 50 High

Average Noise

Level (Day

Time)

32+300 Gorai High School N24°05´46.7"E90°09´08.6" 1 hr 61.9 Silent Area - 50 High

Average Noise

Level (Day

Time)

32+340 Sohagpur Bazar Jame

Mosque N24°05´46.1"E90°09´07.5" 1 hr 62.5 Silent Area - 50 High

Average Noise

Level (Day

Time)

27+100 GoraiJame Mosque N24°05´53.2"E90°09´48.5" 1 hr 53.7 Silent Area-50 High

Average Noise

Level (Day

Time)

26+660 BorkotiaJame Mosque,

Ghondhobpara N24°05´47.0"E90°10´03.2" 1 hr 65.7 Silent Area -50 High

Average Noise

Level (Day

Time)

25+300 GoraiRanarchalaJame

Mosque N24°05´23.7"E90°10´42.8" 1 hr 74.1 Silent Area -50 High






Monitoring Result

(Noise in dB)


Remarks

Average Noise

Level (Day

Time)

23+800 Uttar GojariaJame


Average Noise

Level (Day

Time) 22+900

Hazarat Abu

BokorSiddik (RA.) Jame

Mosque

N24°05´05.5"E90°12´02.7" 1 hr 61.2 Silent Area -50 High

Average Noise

Level (Day

Time)

21+515 National Private

Hospital N24°04´34.7"E90°12´31.7" 1 hr 75.1 Silent Area -50 High

Average Noise

Level (Day

Time)

21+500 Kaliakoir Eye Hospital N24°04´33.0"E90°12´31.6" 1 hr 78.6 Silent Area -50 High

Average Noise

Level (Day

Time)

20+120 Baitulla Jame Mosque N24°03´56.3"E90°12´54.4" 1 hr 59.4 Silent Area -50 High

Contract WP-03: SAMWHAN-MIR AKTER JV Submitted in February 2017


Chainage(Km+m)


Monitoring Result

National Standard

Remarks

Ground Water 1


24°06´58.9"N90°03´57.4"E -

0.27

1



level

Arsenic(As) 37+500 Construction Camp 24°06´58.9"N 90°03´57.4"E - 0.001 0.05



level



Chainage(Km+m)


Monitoring Result

National Standard

Remarks

Chloride(Cl) 37+500 Construction Camp 24°06´58.9"N 90°03´57.4"E - 14 150-600



level

Electrical

Conductivity

(EC)

37+500 Construction Camp 24°06´58.9"N 90°03´57.4"E - 167 -



level

pH 37+500 Construction Camp 24°06´58.9"N 90°03´57.4"E - 6.30 6.5-8.5



level

Fecal Coli form(FC) 37+500 Construction Camp 24°06´58.9"N 90°03´57.4"E - 0 0



level

Total Coli

form(TC) 37+500 Construction Camp 24°06´58.9"N 90°03´57.4"E - 0 0



level

Surface Water 1

Temp 52+850 Kochukhali Khal,

Jamurki 24°9'9.05.8"N90°1'6.7"E

- 24.8 -



level

BOD 52+850 Kochukhali Khal,

Jamurki 24°9'9.05.8"N 90°1'6.7"E

- 4 2 or less



level

DO 52+850 Kochukhali Khal,

Jamurki 24°9'9.05.8"N 90°1'6.7"E

- 5.1 6or above



level

EC 52+850 Kochukhali Khal,

Jamurki 24°9'9.05.8"N 90°1'6.7"E

- 312 -



level



Chainage(Km+m)


Monitoring Result

National Standard

Remarks

pH 52+850 Kochukhali Khal,

Jamurki 24°9'9.05.8"N 90°1'6.7"E

- 6.81 6.5-8.5



level

TDS 52+850 Kochukhali Khal,

Jamurki 24°9'9.05.8"N 90°1'6.7"E

- 190 -



level


Chainage (Km+m)


Monitoring Result(µg/m3)

National Standard

Remarks

Air Quality 1

PM2.5 59+300 Tangail Bypass 24°15'14.8"N89°56'17.8" E 24 26.53 65 Ambient air quality is below


PM10 59+300 Tangail Bypass 24°15'14.8"N 89°56'17.8" E 24 82.74 150 Ambient air quality is below


SPM 59+300 Tangail Bypass 24°15'14.8"N 89°56'17.8" E 8 117.24 200 Ambient air quality is below


SOX 59+300 Tangail Bypass 24°15'14.8"N 89°56'17.8" E 24 4.13 365 Ambient air quality is below


NOX 59+300 Tangail Bypass 24°15'14.8"N 89°56'17.8" E 24 14.67 100 Ambient air quality is below


CO 59+300 Tangail Bypass 24°15'14.8"N 89°56'17.8" E 8 <2 ppm 9 ppm Ambient air quality is below


Air Quality2


Camp Yard 24°06´46.6"N 90°11´21.7" E 24 24.76 65




Camp Yard

24°06´46.6" N 90°11´21.7"

E 24 86.23 150





Chainage (Km+m)



National Standard

Remarks


Camp Yard

24°06´46.6" N 90°11´21.7"

E 8 142.13 200




Camp Yard

24°06´46.6" N 90°11´21.7"

E 24 4.32 365




Camp Yard

24°06´46.6" N 90°11´21.7"

E 24 16.45 100




Camp Yard

24°06´46.6" N 90°11´21.7"

E 8 <2 ppm 9 ppm



Air Quality3

PM2.5 37+500 Dullamari road 24°07´59.9"N90°03´57.5"E 24 20.61 65 Ambient air quality is below


PM10 37+500 Dullamari road 24°07´59.9"N 90°03´57.5"E 24 71.45 150 Ambient air quality is below


SPM 37+500 Dullamari road 24°07´59.9"N 90°03´57.5"E 8 109.74 200 Ambient air quality is below


SOX 37+500 Dullamari road 24°07´59.9"N 90°03´57.5"E 24 5.67 365 Ambient air quality is below


NOX 37+500 Dullamari road 24°07´59.9"N 90°03´57.5"E 24 13.72 100 Ambient air quality is below


CO 37+500 Dullamari road 24°07´59.9"N 90°03´57.5"E 8 <2 ppm 9 ppm Ambient air quality is below


Monitoring Parameter Chainage (Km+m) Location & (Picture No. in Annex

1) GPS Location


Monitoring Result (Noise in dB)


Remarks

Noise Level

Average Noise Level (Day

Time) 37+500 Construction Camp yard

24°06’58.3”N90°03’57.

3"E 1 hr 61.8 Commercial area-70 Low



1) GPS Location




Remarks

Average Noise Level

(Day Time) 37+800 Konni Government Primary

School

24°07’06.3”N90°03’56.

6"E 1 hr 52.9 Silent Area - 50 High

Average Noise Level

(Day Time) 37+900 Konni JameMosque 24°07’07.2”N90°03’55.


Average Noise Level

(Day Time) 38+637 21 no. Subilla Government

Primary School

24°07’21.3”N90°03’31.


Average Noise Level

(Day Time) 38+640 SubollaSahiJameMosque 24°07’21.3”N90°03’31.


Average Noise Level

(Day Time) 41+400 KodinDollaJameMosque 24°07’47.6”N90°02’38.

8"E 1 hr Don’t exit Don’t exit Don’t exit

Average Noise Level

(Day Time) 41+450 KodinDolla North Para Jame

Mosque

24°07’51.5”N90°02’31.


Average Noise Level

(Day Time) 41+750 Dr.Aisha Rajia Khundakar

High School

24°07’50.8”N90°02’31.


Average Noise Level

(Day Time) 43+200 Pakulla Bus Station Jame

Mosque

24°08’29.7”N90°01’1

5.4"E 1 hr 53.6 Silent Area - 50 High

Average Noise Level

(Day Time) 43+200 Pakulla Government Primary

School

24°08’29.5”N90°01’12.

0"E 1 hr 56.3 Silent Area-50 High

Average Noise Level

(Day Time) 43+650 Jamuki Modern Clinic 24°08’45.3”N90°01’14.

2"E 1 hr 63.2 Silent Area -50 High

Average Noise Level

(Day Time) 43+650 Abehahat Clinic 24°08’45.3”N90°01’14.


Average Noise Level

(Day Time) 43+700 All Mohun Clinic 24°08’47.0”N90°01’14.




1) GPS Location




Remarks

Average Noise Level

(Day Time) 43+750 Upzila Health Complex,

Mirzapur

24°08’47.4”N90°01’13.


Average Noise Level

(Day Time) 43+800 Taj Hospital 24°08’48.6”N90°01’12.


Average Noise Level

(Day Time) 45+760 DubilJakoroniGovernment

Primary School

24°09’53.6”N90°01’05.


Average Noise Level

(Day Time) 45+780 DubilEtimkana and Hafiiza

Madrasa

24°09’54.6”N90°01’06.


Average Noise Level

(Day Time) 46+650 Natia Para JameMosque 24°10’20.8”N90°01’01.


Average Noise Level

(Day Time) 49+450 Baykula west Para

jameMosque

24°11’13.11”N89°59’4

7.0"E 1 hr 67.9 Silent Area -50 High

Average Noise Level

(Day Time) 49+500 Mutrabaykula Jame Mosque 24°11’14.7”N89°59’46.


Average Noise Level

(Day Time) 51+450 Gulla Government Primary

School

24°13’50.0”N89°57’32.


Average Noise Level

(Day Time) 56+560 A,T,M Jame Mosque 24°13’50.0”N89°57’32.


Average Noise Level

(Day Time) 56+800 BadkuraJame Mosque 24°14’04.8”N89°57’20.


Average Noise Level

(Day Time) 57+200 Tarotia Government Primary

School

24°14’26.1”N89°56’55.



Contract WP-04: GDCL-DIENCO JV Submitted in February2017


Chainage(Km+m)

Location GPS Location

Frequency of

Monitoring

Monitoring Result

National Standard

Remarks

Ground Water 1

Fluoride(F) 67+500 Construction

Camp Site

24°19'04.8"N

89°55'25.8"E -

0.21

1



level

Arsenic(As) 67+500 Construction

Camp Site

24°19'04.8"N

89°55'25.8"E -

0.001 0.05



level

Chloride(Cl) 67+500 Construction

Camp Site

24°19'04.8"N

89°55'25.8"E - 19 150-600



level

Electrical

Conductivity(EC

)

67+500 Construction

Camp Site

24°19'04.8"N

89°55'25.8"E -

500 -



level

pH 67+500 Construction

Camp Site

24°19'04.8"N

89°55'25.8"E - 6.09 6.5-8.5



level

Fecal Coliform (FC) 67+500 Construction

Camp Site

24°19'04.8"N

89°55'25.8"E - 0 0



level

Total Coliform

(TC) 67+500

Construction

Camp Site

24°19'04.8"N

89°55'25.8"E - 0 0



level



Chainage(Km+m)


Frequency of

Monitoring

Monitoring Result

National Standard

Remarks

Surface Water 1

Temp 67+279 Pungli River 24°19'00.1"N

89°55'23.5"E - 25.8 -



level

BOD 67+279 Pungli River 24°19'00.1"N

89°55'23.5"E - 4 2 orless



level

DO 67+279 Pungli River 24°19'00.1"N

89°55'23.5"E - 5.3 6 orabove



level

EC 67+279 Pungli River 24°19'00.1"N

89°55'23.5"E - 620 -



level

pH 67+279 Pungli River 24°19'00.1"N

89°55'23.5"E - 6.81 6.5-8.5



level

TDS 67+279 Pungli River 24°19'00.1"N

89°55'23.5"E - 250 -



level

Air Quality 1


Camp

24°19'04.4"N

89°55'27.6"E 24 20.37 65


the National Standard level


Camp

24°19'04.4"N

89°55'27.6"E 24 66.70 150





Chainage(Km+m)


Frequency of

Monitoring

Monitoring Result

National Standard

Remarks


Camp

24°19'04.4"N

89°55'27.6"E 8 105.73 200




Camp

24°19'04.4"N

89°55'27.6"E 24 5.83 365




Camp

24°19'04.4"N

89°55'27.6"E 24 15.45 100




Camp

24°19'04.4"N

89°55'27.6"E 8 <2 ppm 9 ppm



Air Quality 2

PM2.5 69+168 AlengaBus

Stand

24°19'57.8"N

89°55'30.6"E 24 23.32 65



PM10 69+168 AlengaBus

Stand

24°19'57.8"N

89°55'30.6"E 24 75.30 150



SPM 69+168 AlengaBus

Stand

24°19'57.8"N

89°55'30.6"E 8 115.24 200



SOX 69+168 AlengaBus

Stand

24°19'57.8"N

89°55'30.6"E 24 6.27 365





Chainage(Km+m)


Frequency of

Monitoring

Monitoring Result

National Standard

Remarks

NOX 69+168 Alenga Bus

Stand

24°19'57.8"N

89°55'30.6"E 24 20.32 100



CO 69+168 Alenga Bus

Stand

24°19'57.8"N

89°55'30.6"E 8 <2 ppm 9 ppm



Air Quality 3

PM2.5 59+370 Tangail

Bypass

24°15'16.4"N

89°56'18.1"E 24 22.44 65



PM10 59+370 Tangail

Bypass

24°15'16.4"N

89°56'18.1"E 24 71.65 150



SPM 59+370 Tangail

Bypass

24°15'16.4"N

89°56'18.1"E 8 102.44 200



SOX 59+370 Tangail

Bypass

24°15'16.4"N

89°56'18.1"E 24 5.64 365



NOX 59+370 Tangail

Bypass

24°15'16.4"N

89°56'18.1"E 24 17.74 100



CO 59+370 Tangail

Bypass

24°15'16.4"N

89°56'18.1"E 8 <2 ppm 9 ppm





Chainage (Km+m)


(Day/Night)

Monitoring Result

(Noise in dB)

National Standard

(Zone) Remarks

Noise Level

Average Noise


17 No. Rosulpur Govt. Primary

School

24°18'20.6"N

89°55'09.9"E 1 hr 62.6 Silent - 50 High

Average Noise

Level (Day Time) 65+376 Pach Bikram hat Jame Mosque 24°17'57.6"N89°55'10.0"E 1 hr 66.2 Silent - 50 High

Average Noise

Level (Day Time) 61+921 Kandilabazar Jame Mosque

24°16'31.7"N

89°55'54.1"E 1 hr 62.6 Silent - 50 High

Average Noise

Level (Day Time) 67+500 Construction Camp

24°18'20.6"N

89°55'09.9"E 1 hr 71.2 Commercial – 70 High


Table 5-2: Actual Observation of Monitoring Result Submitted (WP-01, WP-02, WP-03 and WP-04) for May 2017

Contract WP-01: KYERYONG-SPECTRA JV Submitted in May 2017


Chainage(Km+m)


Monitoring Result

National

Standard

Remarks

Ground Water 1


23°59'47.49"N90°20'51.46"E

- 0.21 1

Water Quality parameter are below

from National Standard level

Arsenic(As) 5+200 Construction Camp 23°59'47.49"N 90°20'51.46"E

- 0.002 0.05



Chloride(Cl) 5+200 Construction Camp 23°59'47.49"N 90°20'51.46"E - 24 150-

600



Electrical

Conductivity

(EC)

5+200 Construction Camp 23°59'47.49"N 90°20'51.46"E

- 240 -



pH 5+200 Construction Camp 23°59'47.49"N 90°20'51.46"E - 6.17 6.5-8.5 Water Quality parameter are below


Fecal Coli form(FC) 5+200 Construction Camp 23°59'47.49"N 90°20'51.46"E - 0 0 Water Quality parameter are below


Total Coli

form(TC) 5+200 Construction Camp 23°59'47.49"N 90°20'51.46"E - 0 0



Surface Water1

Temp 5+200 Turag River 23°59'47.49"N90°20'51.46"E - 29.8 - Water Quality parameter are below


BOD 5+200 Turag River 23°59'47.49"N 90°20'51.46"E - 5 2 or less Water Quality parameter are below




Chainage(Km+m)


Monitoring Result

National

Standard

Remarks

DO 5+200 Turag River 23°59'47.49"N 90°20'51.46"E - 5.4

6

or

above



EC 5+200 Turag River 23°59'47.49"N 90°20'51.46"E - 270 - Water Quality parameter are below


pH 5+200 Turag River 23°59'47.49"N 90°20'51.46"E - 6.58 6.5-8.5 Water Quality parameter are below


TDS 5+200 Turag River 23°59'47.49"N 90°20'51.46"E - 130 - Water Quality parameter are below


Monitoring

Parameter Chainage (Km+m) Location GPS Location

Frequency of

Monitoring

Monitoring

Result(µg/m3)

National

Standard Remarks

Air Quality 1

PM2.5 2+900 Fazlul Alam

Madrasa

23°59´17.8"

N90°21´37.0" E 24 23.43 65



PM10 2+900 Fazlul Alam

Madrasa

23°59´17.8" N

90°21´37.0" E 24 81.39 150



SPM 2+900 Fazlul Alam

Madrasa

23°59´17.8" N

90°21´37.0" E 8 121.47 200



SOX 2+900 Fazlul Alam

Madrasa

23°59´17.8" N

90°21´37.0" E 24 5.67 365



NOX 2+900 FazlulAlam

Madrasa

23°59´17.8" N

90°21´37.0" E 24 10.73 100



CO 2+900 FazlulAlam

Madrasa

23°59´17.8" N

90°21´37.0" E 8 <2 ppm 9 ppm



Air Quality2


Camp

24°00´10.9"

N90°20´30.0" E

24 21.62

65 Ambient air quality is below



Monitoring

Parameter Chainage (Km+m) Location GPS Location

Frequency of

Monitoring

Monitoring

Result(µg/m3)

National

Standard Remarks


Camp

24°00´10.9" N

90°20´30.0" E




Camp

24°00´10.9" N

90°20´30.0" E




Camp

24°00´10.9" N

90°20´30.0" E




Camp

24°00´10.9" N

90°20´30.0" E




Camp

24°00´10.9" N

90°20´30.0" E



Air Quality3

PM2.5 16+743 ChondraCircle 24°03´32.7"N

90°13´31.2" E

24 29.46

65 Ambient air quality is below


PM10 16+743 Chondra Circle 24°03´32.7" N

90°13´31.2" E



SPM 16+743 Chondra Circle 24°03´32.7" N

90°13´31.2" E



SOX 16+743 Chondra Circle 24°03´32.7" N

90°13´31.2" E



NOX 16+743 Chondra Circle 24°03´32.7" N

90°13´31.2" E



CO 16+743 Chondra Circle 24°03´32.7" N

90°13´31.2" E








Monitoring Result

(Noise in dB)


Remarks

Noise Level

Average Noise Level

(Day Time) 18+480

S. A Spinning Mills Jame

Mosque

24° 3'23.39"N

90°13'40.97"E 1 hr 73.1

Silent Area High

Average Noise

Level (Day Time) 17+620 Hartakitala Baitul Amin

Centreal Jame Mosque

24° 3'3.81"N

90°14'4.03"E 1 hr 74.5

Silent Area High

Average Noise

Level (Day Time) 17+000 Suborno Jame Mosque 24° 2'52.45"N

90°14'18.70"E 1 hr 79.3


Average Noise

Level (Day Time) 15+400 Chandara Dewanbari

Jame Mosque

24° 2'25.21"N

90°15'7.02"E 1 hr 57.6


Average Noise


31 No. Chandara

Government Primary

School

24° 2'24.89"N

90°15'7.98"E 1 hr 53.4

Silent Area-50 High

Average Noise

Level (Day Time) 14+920 Al Shafi general Hospital

and Diagonostic Center

24° 2'16.18"N

90°15'22.34"E 1 hr 62.9


Average Noise

Level (Day Time) 14+600 AkijJame Mosque 24° 2'10.58"N

90°15'27.35"E 1 hr 57.2


Average Noise

Level (Day Time) 13+850 Mondol Knit Composite

Jame Mosque

24° 1'57.21"N

90°15'44.50"E 1 hr 60.3


Average Noise

Level (Day Time) 12+730 Modern Hospital 24° 1'39.73"N

90°16'16.31"E

1 hr 63.6


Average Noise

Level (Day Time) 12+640 Shafipur Bazar Central

Jame Mosque

24° 1'34.63"N

90°16'28.32"E

1 hr 73.6


Average Noise

Level (Day Time) 11+860 Shamsuddin Spinning

Jame Mosque

24° 1'25.45"N

90°16'52.62"E

1 hr 70.2







Monitoring Result

(Noise in dB)


Remarks

Average Noise

Level (Day Time) 10+100 NurbagJame Mosque 24° 1'14.60"N

90°17'51.04"E

1 hr 55.3

Silent Area-50 High

Average Noise

Level (Day Time) 8+600 Mazedulkaior o Khairul

Madarish Jame Mosque

24° 0'48.31"N

90°18'34.26"E

1 hr 64.7


Average Noise

Level (Day Time) 7+580 Konabari Eye Hospital 24° 0'38.51"N

90°19'16.42"E

1 hr 72.7


Average Noise

Level (Day Time) 7+200 Konabari Central Jame

Mosque

24° 0'38.66"N

90°19'24.18"E

1 hr 71.4


Average Noise

Level (Day Time) 6+656 Konabari flyover

construction site

24°00´35.0" N

90°19´43.7" E


High

Average Noise

Level (Day Time) 5+780 BymileJame Mpsque 24° 0'15.35"N

90°20'21.96"E


High

Average Noise


79 No. By mail

Government Primary

School

24° 0'14.96"N

90°20'22.44"E

1 hr

54.5 Silent Area -50

High

Average Noise

Level (Day Time) 5+200 Construction Camp 24°00´10.9" N

90°20´30.0" E


High

Average Noise

Level (Day Time) 3+520 Baitul Mamur Jame

Mosque

23°59'32.80"N

90°21'10.10"E


High

Average Noise

Level (Day Time) 2+560 Fazlul Ulum Madrasha 23°59'21.20"N

90°21'38.48"E


High

Average Noise

Level (Day Time) 0+763 Nayeb Ali Jame Mosque 23°59'22.31"N

90°22'26.46"E


High

Average Noise

Level (Day Time) 0+647 Progoti Ideal School 23°59'23.23"N


High






Monitoring Result

(Noise in dB)


Remarks

90°22'34.22"E

Average Noise

Level (Day Time) 0+060 SonaJame Mosque 23°58'38.90"N

90°22'43.80"E

1 hr Don’t exit

Contract WP-02: AML-HCM JV Submitted in May 2017


Chainage(Km+m)


Monitoring Result

National Standard

Remarks

Ground Water 1


24°05´9.3" N 90°12´0.9" E

- 0.21 1



level

Arsenic(As) 23+000 Construction Camp 24°05´9.3" N 90°12´0.9" E

- 0.002 0.05



level

Chloride(Cl) 23+000 Construction Camp 24°05´9.3" N 90°12´0.9" E - 20 150-600



level

Electrical

Conductivity

(EC)

23+000 Construction Camp 24°05´9.3" N 90°12´0.9" E

-

410

-



level

pH 23+000 Construction Camp 24°05´9.3" N 90°12´0.9" E - 6.27 6.5-8.5



level

Fecal Coli form(FC) 23+000 Construction Camp 24°05´9.3" N 90°12´0.9" E - 0 0



level



Chainage(Km+m)


Monitoring Result

National Standard

Remarks

Total Coli

form(TC) 23+000 Construction Camp 24°05´9.3" N 90°12´0.9" E - 0 0



level

Surface Water 1

Temp 20+200 Bongshal River 24°4´47.4" N90°12´21.8" E - 33.8 -



level

BOD 20+200 Bongshal River 24°4´47.4" N 90°12´21.8" E - 5 2 or less



level

DO 20+200 Bongshal River 24°4´47.4" N 90°12´21.8" E - 5.6 6 or above



level

EC 20+200 Bongshal River 24°4´47.4" N 90°12´21.8" E - 510 -



level

pH 20+200 Bongshal River 24°4´47.4" N 90°12´21.8" E - 7.57 6.5-8.5



level

TDS 20+200 Bongshal River 24°4´47.4" N 90°12´21.8" E - 250 -



level


Chainage (Km+m)


Monitoring Result (µg/m3)

National Standard

Remarks

Air Quality 1


Camp Yard

24°05´9.9"N

90°11´59.3" E 24 25.86 65





Chainage (Km+m)


Monitoring Result (µg/m3)

National Standard

Remarks


Camp Yard

24°05´9.9" N

90°11´59.3" E 24 74.54 150




Camp Yard

24°05´9.9" N

90°11´59.3" E 8 111.13 200




Camp Yard

24°05´9.9" N

90°11´59.3" E 24 4.35 365




Camp Yard

24°05´9.9" N

90°11´59.3" E 24 9.56 100




Camp Yard

24°05´9.9" N

90°11´59.3" E 8 <2 ppm 9 ppm



AirQuality2

PM2.5 18+900 Dullamari road

area

24°06´46.6"N

90°11´21.7" E 24 30.75 65



PM10 18+900 Dullamari road

area

24°06´46.6" N

90°11´21.7" E 24 104.26 150



SPM 18+900 Dullamari road

area

24°06´46.6" N

90°11´21.7" E 8 137.61 200



SOX 18+900 Dullamari road

area

24°06´46.6" N

90°11´21.7" E 24 5.23 365



NOX 18+900 Dullamari road

area

24°06´46.6" N

90°11´21.7" E 24 12.29 100



CO 18+900 Dullamari road

area

24°06´46.6" N

90°11´21.7" E 8 <2 ppm 9 ppm








Monitoring Result

(Noise in dB)


Remarks

Noise Level

Average Noise


Construction Camp

Mosque Site N24°05´14.6"E90°11´55.5" 1 hr 67.5

Commercial area -

70 High

Average Noise

Level (Day

Time)

36+360 Dulla Monsur East

BottolaJame Mosque N24°06´42.3"E90°04´39.5" 1 hr Don’t exit

Average Noise

Level (Day

Time)

35+432 Pusto Kamuri

CharparaJame Mosque N24°06´27.4"E90°05´07.3" 1 hr 62.7 Silent Area - 50 High

Average Noise

Level (Day

Time)

34+400 Darul Falah Hifoj and

Pre-cadet Madrasa N24°06´19.2"E90°05´55.4" 1 hr Don’t exit

Average Noise

Level (Day

Time)

31+900 Deohata Alhaz Johab

Ali High School N24°05´47.4"E90°07´00.8" 1 hr 54.7 Silent Area - 50 High

Average Noise

Level (Day

Time)

31+900 Tangail Technical

Institute N24°05´46.7"E90°07´00.7" 1 hr 65.7 Silent Area - 50 High

Average Noise

Level (Day

Time)

32+300 Gorai High School N24°05´46.7"E90°09´08.6" 1 hr 61.4 Silent Area - 50 High

Average Noise

Level (Day

Time)

32+340 Sohagpur Bazar Jame

Mosque N24°05´46.1"E90°09´07.5" 1 hr 64.3 Silent Area - 50 High






Monitoring Result

(Noise in dB)


Remarks

Average Noise

Level (Day

Time)

27+100 GoraiJame Mosque N24°05´53.2"E90°09´48.5" 1 hr 52.8 Silent Area-50 High

Average Noise

Level (Day

Time)

26+660 BorkotiaJame Mosque,

Ghondhobpara N24°05´47.0"E90°10´03.2" 1 hr 63.6 Silent Area -50 High

Average Noise

Level (Day

Time)

25+300 GoraiRanarchalaJame


Average Noise

Level (Day

Time)

23+800 Uttar GojariaJame


Average Noise

Level (Day

Time) 22+900

Hazarat Abu

BokorSiddik (RA.) Jame

Mosque

N24°05´05.5"E90°12´02.7" 1 hr 57.6 Silent Area -50 High

Average Noise

Level (Day

Time)

21+515 National Private

Hospital N24°04´34.7"E90°12´31.7" 1 hr Don’t exit

Average Noise

Level (Day

Time)

21+500 Kaliakoir Eye Hospital N24°04´33.0"E90°12´31.6" 1 hr Don’t exit

Average Noise

Level (Day

Time)

20+120 BaitullaJame Mosque N24°03´56.3"E90°12´54.4" 1 hr 58.7 Silent Area -50 High


Contract WP-03: SAMWHAN-MIR AKTER JV Submitted in May 2017


Chainage(Km+m)


Monitoring Result

National Standard

Remarks

Ground Water 1


24°06´58.9"N90°03´57.4"E -

0.24

1



level

Arsenic(As) 37+500 Construction Camp 24°06´58.9"N 90°03´57.4"E - 0.002 0.05



level

Chloride(Cl) 37+500 Construction Camp 24°06´58.9"N 90°03´57.4"E - 15 150-600



level

Electrical

Conductivity

(EC)

37+500 Construction Camp 24°06´58.9"N 90°03´57.4"E - 520 -



level

pH 37+500 Construction Camp 24°06´58.9"N 90°03´57.4"E - 6.31 6.5-8.5



level

Fecal Coli form(FC) 37+500 Construction Camp 24°06´58.9"N 90°03´57.4"E - 0 0



level

Total Coli

form(TC) 37+500 Construction Camp 24°06´58.9"N 90°03´57.4"E - 0 0



level

Surface Water 1

Temp 52+850 Kochukhali Khal,

Jamurki 24°9'9.05.8"N90°1'6.7"E

- 33.6 -



level



Chainage(Km+m)


Monitoring Result

National Standard

Remarks

BOD 52+850 Kochukhali Khal,

Jamurki 24°9'9.05.8"N 90°1'6.7"E

- 4 2 orless



level

DO 52+850 Kochukhali Khal,

Jamurki 24°9'9.05.8"N 90°1'6.7"E

- 5.1 6or above



level

EC 52+850 Kochukhali Khal,

Jamurki 24°9'9.05.8"N 90°1'6.7"E

- 190 -



level

pH 52+850 Kochukhali Khal,

Jamurki 24°9'9.05.8"N 90°1'6.7"E

- 7.06 6.5-8.5



level

TDS 52+850 Kochukhali Khal,

Jamurki 24°9'9.05.8"N 90°1'6.7"E

- 110 -



level


Chainage (Km+m)



National Standard

Remarks

Air Quality 1

PM2.5 59+300 Tangail Bypass 24°15'14.8"N89°56'17.8" E 24 28.35 65



level

PM10 59+300 Tangail Bypass 24°15'14.8"N 89°56'17.8" E 24 85.47 150 Ambient air quality is below


SPM 59+300 Tangail Bypass 24°15'14.8"N 89°56'17.8" E 8 119.42 200 Ambient air quality is below


SOX 59+300 Tangail Bypass 24°15'14.8"N 89°56'17.8" E 24 4.31 365 Ambient air quality is below




Chainage (Km+m)



National Standard

Remarks

NOX 59+300 Tangail Bypass 24°15'14.8"N 89°56'17.8" E 24 14.76 100 Ambient air quality is below


CO 59+300 Tangail Bypass 24°15'14.8"N 89°56'17.8" E 8 <2 ppm 9 ppm Ambient air quality is below


Air Quality2


Camp Yard 24°06´46.6"N 90°11´21.7" E 24 26.67 65




Camp Yard

24°06´46.6" N 90°11´21.7"

E 24 89.32 150




Camp Yard

24°06´46.6" N 90°11´21.7"

E 8 146.31 200




Camp Yard

24°06´46.6" N 90°11´21.7"

E 24 4.23 365




Camp Yard

24°06´46.6" N 90°11´21.7"

E 24 15.54 100




Camp Yard

24°06´46.6" N 90°11´21.7"

E 8 <2 ppm 9 ppm



Air Quality3

PM2.5 37+500 Dullamari road 24°07´59.9"N90°03´57.5"E 24 23.16 65 Ambient air quality is below


PM10 37+500 Dullamari road 24°07´59.9"N 90°03´57.5"E 24 76.54 150 Ambient air quality is below


SPM 37+500 Dullamari road 24°07´59.9"N 90°03´57.5"E 8 118.47 200 Ambient air quality is below


SOX 37+500 Dullamari road 24°07´59.9"N 90°03´57.5"E 24 5.76 365 Ambient air quality is below


NOX 37+500 Dullamari road 24°07´59.9"N 90°03´57.5"E 24 13.27 100 Ambient air quality is below




Chainage (Km+m)



National Standard

Remarks

CO 37+500 Dullamari road 24°07´59.9"N 90°03´57.5"E 8 <2 ppm 9 ppm Ambient air quality is below



1) GPS Location




Remarks

Noise Level

Average Noise Level (Day

Time) 37+500 Construction Camp yard

24°06’58.3”N90

°03’57.3"E 1 hr 72.8 Commercial area - 70 Low

Average Noise Level

(Day Time) 37+800 Konni Government Primary

School

24°07’06.3”N90

°03’56.6"E 1 hr 54.7 Silent Area - 50 High

Average Noise Level

(Day Time) 37+900 Konni Jame Mosque 24°07’07.2”N90


Average Noise Level

(Day Time) 38+637 21 no. Subilla Government

Primary School

24°07’21.3”N90


Average Noise Level

(Day Time) 38+640 Subolla SahiJame Mosque 24°07’21.3”N90


Average Noise Level

(Day Time) 41+400 Kodin Dolla Jame Mosque 24°07’47.6”N90

°02’38.8"E 1 hr Don’t exit

Average Noise Level

(Day Time) 41+450 Kodin Dolla North Para Jame

Mosque

24°07’51.5”N90


Average Noise Level

(Day Time) 41+750 Dr.Aisha Rajia Khundakar

High School

24°07’50.8”N90




1) GPS Location




Remarks

Average Noise Level

(Day Time) 43+200 Pakulla Bus Station

JameMosque

24°08’29.7”N90


Average Noise Level

(Day Time) 43+200 Pakulla Government Primary

School

24°08’29.5”N90

°01’12.0"E 1 hr 53.7 Silent Area-50 High

Average Noise Level

(Day Time) 43+650 Jamuki Modern Clinic 24°08’45.3”N90

°01’14.2"E 1 hr 64.1 Silent Area -50 High

Average Noise Level (Day Time) 43+650 Abe hahat Clinic

24°08’45.3”N90°01’14.2"E

1 hr Don’t exit

Average Noise Level (Day Time) 43+700 All Mohun Clinic

24°08’47.0”N90°01’14.4"E

1 hr Don’t exit

Average Noise Level (Day Time) 43+750

Upzila Health Complex, Mirzapur

24°08’47.4”N90°01’13.6"E

1 hr 61.3 Silent Area -50 High

Average Noise Level (Day Time) 43+800 Taj Hospital

24°08’48.6”N90°01’12.9"E



Dubil Jakoroni Government Primary School

24°09’53.6”N90°01’05.8"E



Dubil Etimkana and Hafiiza Madrasa

24°09’54.6”N90°01’06.4"E


Average Noise Level (Day Time) 46+650 Natia Para Jame Mosque

24°10’20.8”N90°01’01.0"E



Baykula west Para Jame Mosque

24°11’13.11”N89°59’47.0"E


Average Noise Level (Day Time) 49+500 Mutrabaykula Jame Mosque

24°11’14.7”N89°59’46.2"E

1 hr Don’t exit


Gulla Government Primary School

24°13’50.0”N89°57’32.3"E




1) GPS Location




Remarks

Average Noise Level (Day Time) 56+560 A,T,M Jame Mosque

24°13’50.0”N89°57’32.3"E


Average Noise Level (Day Time) 56+800 BadkuraJame Mosque

24°14’04.8”N89°57’20.2"E



Tarotia Government Primary School

24°14’26.1”N89°56’55.2"E


Contract WP-04: GDCL-DIENCO JV Submitted in May 2017


Chainage(Km+m)


Frequency of

Monitoring

Monitoring Result

National Standard

Remarks

Ground Water 1

Fluoride(F) 67+500 Construction

Camp Site

24°19'04.8"N

89°55'25.8"E -

0.28

1



level

Arsenic(As) 67+500 Construction

Camp Site

24°19'04.8"N

89°55'25.8"E -

0.001 0.05



level

Chloride(Cl) 67+500 Construction

Camp Site

24°19'04.8"N

89°55'25.8"E - 19 150-600



level



Chainage(Km+m)


Frequency of

Monitoring

Monitoring Result

National Standard

Remarks

Electrical

Conductivity(EC) 67+500

Construction

Camp Site

24°19'04.8"N

89°55'25.8"E -

500 -



level

pH 67+500 Construction

Camp Site

24°19'04.8"N

89°55'25.8"E - 6.09 6.5-8.5



level

Fecal Coli form (FC) 67+500 Construction

Camp Site

24°19'04.8"N

89°55'25.8"E - 0 0



level

Total Coli form (TC) 67+500 Construction

Camp Site

24°19'04.8"N

89°55'25.8"E - 0 0



level

Surface Water 1

Temp 67+279 Pungli River 24°19'00.1"N

89°55'23.5"E - 25.8 -



level

BOD 67+279 Pungli River 24°19'00.1"N

89°55'23.5"E - 4 2 or less



level

DO 67+279 Pungli River 24°19'00.1"N

89°55'23.5"E - 5.3 6 or above



level



Chainage(Km+m)


Frequency of

Monitoring

Monitoring Result

National Standard

Remarks

EC 67+279 Pungli River 24°19'00.1"N

89°55'23.5"E - 620 -



level

pH 67+279 Pungli River 24°19'00.1"N

89°55'23.5"E - 6.81 6.5-8.5



level

TDS 67+279 Pungli River 24°19'00.1"N

89°55'23.5"E - 250 -



level

Air Quality 1


Camp

24°19'04.4"N

89°55'27.6"E 24 23.78 65




Camp

24°19'04.4"N

89°55'27.6"E 24 72.45 150




Camp

24°19'04.4"N

89°55'27.6"E 8 111.74 200




Camp

24°19'04.4"N

89°55'27.6"E 24 6.64 365




Camp

24°19'04.4"N

89°55'27.6"E 24 19.54 100





Chainage(Km+m)


Frequency of

Monitoring

Monitoring Result

National Standard

Remarks


Camp

24°19'04.4"N

89°55'27.6"E 8 <2 ppm 9 ppm



Air Quality 2

PM2.5 69+168 Alenga Bus

Stand

24°19'57.8"N

89°55'30.6"E 24 22.76 65



PM10 69+168 Alenga Bus

Stand

24°19'57.8"N

89°55'30.6"E 24 67.87 150



SPM 69+168 Alenga Bus

Stand

24°19'57.8"N

89°55'30.6"E 8 110.67 200



SOX 69+168 Alenga Bus

Stand 24°19'57.8"N 89°55'30.6"E

24 6.73 365 Ambient air quality is below the National Standard level

NOX 69+168 Alenga Bus

Stand 24°19'57.8"N 89°55'30.6"E


CO 69+168 Alenga Bus

Stand 24°19'57.8"N 89°55'30.6"E

8 <2 ppm 9 ppm Ambient air quality is below the National Standard level

Air Quality 3

PM2.5 59+370 Tangail Bypass

24°15'16.4"N 89°56'18.1"E




Chainage(Km+m)


Frequency of

Monitoring

Monitoring Result

National Standard

Remarks

PM10 59+370 Tangail Bypass

24°15'16.4"N 89°56'18.1"E


SPM 59+370 Tangail Bypass

24°15'16.4"N 89°56'18.1"E


SOX 59+370 Tangail Bypass

24°15'16.4"N 89°56'18.1"E


NOX 59+370 Tangail Bypass

24°15'16.4"N 89°56'18.1"E


CO 59+370 Tangail Bypass

24°15'16.4"N 89°56'18.1"E

8 <2 ppm 9 ppm Ambient air quality is below the National Standard level


Chainage (Km+m)


(Day/Night)

Monitoring Result

(Noise in dB)

National Standard

(Zone) Remarks

Noise Level

Average Noise


17 No. Rosulpur Govt. Primary

School

24°18'20.6"N

89°55'09.9"E 1 hr 68.6 Silent - 50 High

Average Noise

Level (Day Time) 65+376 PachBikram hat Jame Mosque 24°17'57.6"N89°55'10.0"E 1 hr 66.2 Silent - 50 High

Average Noise

Level (Day Time) 61+921 Kandilabazar JameMosque

24°16'31.7"N

89°55'54.1"E 1 hr 62.6 Silent - 50 High



Chainage(Km+m)


Frequency of

Monitoring

Monitoring Result

National Standard

Remarks

Average Noise

Level (Day Time) 67+500 Construction Camp

24°18'20.6"N

89°55'09.9"E 1 hr 60.2 Commercial – 70 High


Table 5-3: Safeguard Monitoring Observation Submitted for February2017

Contract WP-01: KYERYONG-SPECTRA JV Submitted in February 2017

No. Road Maintenance related issue

Safeguard Monitoring Activity (Observation)

Suggestion/Comment Picture

1. Ambient Air Quality

• According to EMP, ambient air quality need to be checked biannually

• Air quality has been done in 16th to 20th February 2017.

• Next ambient air quality monitoring will be held on May 2017.

2. Dust • Irregular Water Spraying

• No musk was used during the Construction Materials loading and unloading time.

• To mitigate dust problem during constructions period, all relevant areas are suggested to spray water regularly following DoE standard.

• Musk should be used by the labours during work at construction area.





3. Pollution caused by domestic sewage and solid waste

• Flash toilet is used with septic tank.

• Waste water is disposed in adjacent pond.

• Waste has been deposited to the surrounding site.

• Regular cleaning of soak pit

• Increase the number of dustbin

• Closed dustbin should be used properly

• Need proper awareness.

• Need to contact with Pauroshava to collect kitchen waste regularly.

• Toilets having Soak pit in labor camp site.

• Labour camp toilet is not clean properly.





• Need to make an MOU with Pauroshava to collect kitchen waste regularly.





4. Possible development of camp into permanent settlement

• Room accommodation is available for Engineer, Foreman, Supervisor, Driver, Operator, Helper and Mechanics.

• Room space is very small and unhealthy environment

• Pile workers’ sheds are very poor. (Tin shed and tent) One shed’s toilet and tube well are inundated in water.

• Pile workers are not given any electric fan and light.

• Tent ceiling’s height is not enough.

• Residential facilities should be ADB standard

• Should increase living facility and take proper steps for settlement.

• Increase indoor environment.

• Need to increase toilet number.

5. Possible underground water contamination by fuel and oil, grease, in yards

• There is an immense possibility of underground water contamination by the oil/ mobile storage on the open soil area

• Oil/ fuel/ mobile should be stored in concrete surface.





6. Traffic and pedestrian safety

• Contractor using traffic control activities for road safety.

• Sometimes the traffic barrier posts were not removed after working hour at end of the day which can cause traffic accident to road user during night time.

• Need to make a traffic management plan.

7. Firefighting facilities • Fire extinguisher is available in the construction camp.

• Fire extinguisher wasn’t found on fuel storage area.

• Increase the number of fire extinguisher.





8. First aid box • There is no first aid box in the construction site;

• First aid box present in the engineer’s construction camp.

• There is a para-medical doctor sited in engineer’s construction camp.

• Regular incident accident record has been updated.

• It is strongly recommended that all labour campsite shall have first aid kits

• Should cheek up every labour in a week

• Increase first aid kits number


Contract WP-02: AML – HCM JV Submitted in February 2017






• Air quality has been done in 16th to 20th February 2017.







Contract WP-03: SAMWHAN – MIR AKTER JV Submitted in February 2017


No. Road Maintenance

related issue Safeguard Monitoring Activity

(Observation) Suggestion/Comment Picture



• Air quality has been done in 16thto 20thFebruary 2017.







3.

Pollution caused

by domestic

sewage and solid

waste









4.









5.

Possible

development of

camp into

permanent

settlement










6.

Possible

Underground

Water

Contamination by

fuel and oil, grease, in yards




7.

Traffic and

pedestrian safety




8.

Firefighting facilities

• Fire extinguisher is available in the construction camp.




9.

First aid box

• There is no first aid box in the construction site;








Contract WP-04: GDCL-DIENCO JV Submitted in February 2017






• Air quality has been done in 16th to18th August 2016.

• Next ambient air quality monitoring will be held on November 2016.


• No musk were used during the Construction Materials loading and unloading time.













4. • Toilets having Soak pit in labor camp site.










• Pile workers’ sheds are very poor. (Tin shed and tent)






One shed’s toilet and tube well are inundated in water.
















• There is a Para-medical doctor sited in engineer’s construction camp.






Table 5-4: Safeguard Monitoring Observation Submitted for May 2017

Contract WP-01: KYERYONG-SPECTRA JV Submitted in May 2017






• Air quality has been done in 17th May to 21st May, 2017.

• Next ambient air quality monitoring will be held on August 2017.






Contract WP-02: AML – HCM JV Submitted in May 2017






• Air quality has been done in 17th to 21st May 2017.







Contract WP-03: SAMWHAN – MIR AKTER JV Submitted in May 2017






• Air quality has been done in 17th to 21st May 2017.















• Fire extinguisher was found on fuel storage area but it not be hanged.


• Fire extinguisher should be hanged.


Contract WP-04: GDCL-DIENCO JV Submitted in May 2017






• Air quality has been done in 16th to18th August 2016.

• Next ambient air quality monitoring will be held on November 2016.


• No musk were used during the Construction Materials loading and unloading time.


























• Pile workers’ sheds are very









poor. (Tin shed and tent) One shed’s toilet and tube well are inundated in water.



















• There is a Para-medical doctor sited in engineer’s construction camp.






Table 5-5: List of Tree Felling (affected) in the ROW

Contract Name & No. : WP-01 : KYERYONG - SPECTRA JV Submitted in May 2017

SL Name of authority

Name and Type of Trees Size-wise No of Tree Species

Scientific Name Common Name Local Name Type Large Medium Small

1

DF and RHD

Samaneasaman(Jacq.)M. Rain Tree Rendi-Karoi TT 158 283 189

2 SwieteniamehagoniJacq. West Indian Mehagoni

Mehagani TT 135 243 162

3 Artocarbuheterophyllus L. Jackfruit Kathal FT 112 203 135

4 Acacia auriculiformisA.C.B. Earleaf acacia Akashmani TT 45 81 54 Total 1800 450 810 540

Contract Name & No. : WP-02 : AML-HCM JV Submitted in May 2017


Name and Type of Trees Size-wise No of

Tree Species


1

DF and RHD

Samaneasaman(Jacq.) Merr Rain Tree Rendi-Karoi TT 56 101 68

2 SwieteniamehagoniJacq. W. In.Mehagoni Mehagani TT 36 65 43

3 ArtocarbuheterophyllusLamk Jackfruit Kathal FT 31 57 38

4 Acacia auriculiformisA.C.Benth Earleaf acacia Akashmani TT 24 45 30

5 Bombaxceiba L. Silk Cotton Tree Simul MT 45 81 54

6 Mangiferaindica L. Mango Aam FT 21 36 24

7 MoringaoleiferaLamk. Drumstick Sajina MT 11 20 14 Total 900 224 405 271

Contract Name & No. : WP-03 : SAMWHAN-MIR AKTER JV Submitted in May 2017


Name and Type of Trees Size-wise No of Tree

Species


1

DF and RHD


2 SwieteniamehagoniJacq. W.In. Mehagoni Mehagani TT 75 135 90


4 Acacia auriculiformisA.C.Benth Earleaf acacia Akashmani TT 51 90 60

5 DelbergiasissoRoxb. E. Indian Sisso Sisso TT 125 226 151

6 Mangiferaindica L. Mango Aam FT 84 151 100 Total 3344 837 1504 1003


Contract Name & No. : WP-04 : GDCL-DENCO JV Submitted in May 2017

SL Name of

authority

Name and Type of Trees Size-wise No of

Tree Species


1

DF and RHD


2 SwieteniamehagoniJacq. W.In.Mehagoni Mehagani TT 16 29 20


4 Mangiferaindica L. Mango Aam FT 33 59 40

Total 662 165 298 199

Note: Tree cutting authority : Forest Department (FD), Arboriculture Division (RHD)

Type of trees: Fruit Trees (FT), Timber Trees (TT), Miscellaneous Trees (MT)

Size of Tree Girth : Large (>1.0m), Medium (>0.5m <1.0m), Small (<0.5m)

environmental monitoring report · 2018. 3. 16. · intercontinental consultants and technocrats...

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