nam ngiep 1 power project land levelling (cutting · pdf filethis method statement describes...

NAM NGIEP 1 POWER PROJECTLand Levelling (Cutting and Filling) for 90 house plots at 2 LR-Lower Reservoir Village and Health Center at Resettlement Site.

DLC Road and Bridge Construction Co., Ltd.

House No. 236, Unit 16, Ban Phonesinuan,Sisattanak District, Vientiane Capital, Lao PDR;T:+856-21-261251, F:+856-21-261252

DETAIL WORKS PROGRAM (DWP) AND SITE SPECIFICENVIRONMENTAL AND SOCIAL MANAGEMENT

AND MONITORING PLAN (SS-ESMMP)

FOR

Land Levelling (Cutting and Filling) for 90 house plots at2 LR-Lower Reservoir Village and Health Center at

Resettlement Site.Ref. No.: NNP1PC-CF-ESD-SMO-INFRA-2016-37

Submitted by:

D L C ROAD AND BRIDGE CONSTRUCTION COMPANY LIMITEDUnit 196, Snamxay Village, Pakse District, Champasack Province, Lao PDRTel & Fax: +(856-31) 260261; 20 28955555; Email: [email protected]

21 November 2016



CONTENTS

Page

Part 1 Detailed Works Program (DWP)

1. General 4

2. Scope of work 4

3. Project Activities 43.1 Land Levelling Activities 43.2 Re-vegetation on the slope 53.3 Temporary Drainage 53.4 Summary Table of works activities 5

4. Methodology Approach4.1 General 54.1.1 Setting out 54.2 Earthwork 64.2.1 Site clearance 64.2.2 Excavation 64.2.3 Backfilling / Embankment works 6-74.2.4 Disposal of Excavated Material 74.2.5 Drainage 74.2.6 Re-vegetation on the slope 74.3 Traffic Management 74.4 The Proposal Temporary Site Camp 7-10

5. The Procedure of Construction works 116. General Layouts 12-13

PART 2: SITE SPECIFIC ENVIRONMENTAL AND SOCIAL MANAGEMENT AND MONITORINGPALAN (SS-ESMMP)

7. Site Specific Environmental & Social Management and Monitoring Plan (SS-ESMMP)7.1 Introduction 15

8. Environmental and Social Pre-construction Description8.1 Land and water use in the area 158.2 Proximity to villages, cultural sites 15-188.3 Sub plan details 18-24

9. Appendix 25

9.1 Organization chart 269.2 Construction schedule 279.3 Equipment lists 289.4 Manpower lists 299.5 Emergency Action Plan 309.6 Sub-Plans for ESMMP 319.7 Environmental Management Activity Table 32-399.6 Drawing and Survey Data 40-61



PART 1

DETAILED WORKS PROGRAM (DWP)



1. General

Nam Ngiep 1 Power Company Limited (NNP1PC) has received the concession agreement fromthe Government of Lao PDR (GoL) to Build, Operate and Transfer the “Nam Ngiep 1 HydropowerProject (NNP1)” in Bolikhamxay Province. Among Resettlement Action Plan (RAP) andSocial Development Plan (SDP) for Project Affected Peoples (PAPs), PAPs residing at Zone 2LRat Hom District Xaysomboun Province and Zone 3, Hatsaykham, which is the sub-village of HatGniun Village, Bolikhan District, Bolikhamxay Province needs to be resettled at “Houay Soup” onthe opposite bank of Hat Gniun Village. In order to commence the resettlement site development,the Client will prepare the residential and school area by clearance and leveling of the existing ground.

The DLC Road and Bridge Construction Co., Ltd is a contractor of Nam Ngiep 1 Power CompanyLimited (NNP1PC) to execute the work of Land Levelling (Cutting and Filling) for 90 house plotsat 2 LR-Lower Reservoir Village and Health Center at Resettlement Site which both parties hassigned the contract agreement on 18 November 2016.

The Contractor will also settle the temporary site camp at the area near by Houay Soup School,the exact location will join verifying and adopted by both parties on site. The projectimplementation will take at least 1.5 to 2 months. The contractor will assign the manpower, toolsand equipment for project implementation are referred to appendix 9.3, 9.4, when the constructioncompletion and after handover to NNP1 PC all maintenance works are responsible by NNP1 PC.

2. Scope of work

The Contractor shall perform the Land Levelling (Cutting and Filling) for 90 house plots at 2 LR-Lower Reservoir Village and Health Center at Resettlement Site under the supervision of theEnvironmental and Social Division (ESD) of the NNP1PC. Prior to commencing the Works, theContractor shall prepare a detailed work procedure and schedule for approval by the Company’sRepresentative (Contract Administrator) or his designated representatives(s). TheContractor shall coordinate with Resettlement Management Unit (RMU) of BolikhamxayProvince, in order to assure the Works are to be conducted according to the standardsand guidelines of Government of Lao PDR (GoL) and Asian Development Bank (ADB). TheContractor will facilitate coordination and cooperation with GoL and representatives of villagesduring work implementation.

3. The activities of Land Levelling (Cutting and Filling) for 90 house plots at 2 LR-LowerReservoir Village and Health Center at Resettlement Site

Land Leveling (Cutting & Filling) which shall be done by Contractor only after the Client completesnecessary compensation at the resettlement site

3.1 Land Levelling activities (From area 1 to area 21and health center)

The purpose of developing this area is to prepare the land to construct the houses, Health Centerat Resettlement site. The approximated area is 147,229 square meter, 192,626 cubic meter forcutting volume and 74,038 cubic meter for filling volume. The topsoil 30-50cm which shall beremoved to be stocked at a temporary area at the same place and be replaced to the originallocation after leveling the land. The excavated soil shall be delivered to the low area which will besupervised by the Client’s engineer and sufficiently compacted by Vibratory Compactor inaccordance with the design and technical specifications. The land after excavation and backfillshould keep a slope to allow for natural drainage and prevent ponding.



3.2 Re-vegetation on the slope

The Contractor shall carry out seeding or sodding (turf installation) on the entire slope to beconstructed under this Contract after leveling each area and spreading topsoil as a slopeprotection. The contractor shall propose the kind of seeding and sodding for the Client approval inadvance.

3.3 Temporary Drainage

The Contractor shall install necessary temporary drainages and series of temporary sedimentponds which can discharge rain water in each area to a natural River course to meet requirements.

3.4 The work shall include the following construction activities;

ItemNo. Description Unit Quantity Remarks

1 Area 1 to Area 21 and Health Center

1.1

Clearing, grubbing the unnecessary small tree insidethe boundary and transport to the disposal area whichis specified in drawing and supervisor by the Client’sengineer. The top soil 30-50cm removed will bereplaced and spread to the original area by MotoGrader.

m2 147,229.99

1.2

The excavated soil will be delivered to the low areawhich supervises by the Client’s engineer and inaccordance with the design drawings and technicalspecification.

m3192,626.94

1.3Backfilling including sufficient compaction as requiredin drawings and technical specification. m3 74,038.63

4. Methodology approach for Land Levelling (Cutting and Filling) for 90 house plots at 2LR-Lower Reservoir Village and Health Center at Resettlement Site

4.1 General

This method statement describes the management arrangements and systems of work proposedby DLC Road and Bridge Construction Co., Ltd and shall be adopted by Nam Ngiep 1 PowerCompany Limited (NNP1PC) in according to the specification of project particularly the general siteinstallation and the works necessary for Land Levelling (Cutting and Filling) for 90 house plots at 2LR-Lower Reservoir Village and Health Center at Resettlement Site.

4.1.1 Setting out

The Contractor will confirm to set the location of the improvement area and the elevations inaccordance with the specification including the benchmarks set by the Client. Survey benchmarksalong the road of the site shall be installed convenient checking of alignment and levels. Thedistance between such benchmarks shall be of the order of 20 m. If necessary, the chainage shallbe marked on the surface of the existing road. Each benchmark shall be installed in the positionnot to be damaged by the execution of work, rainfall etc. In addition, it shall be installed firmly,protected by palings, painted clearly and shall be checked periodically.



4.2 Earthwork

4.2.1 Site clearance

Clearing and grubbing shall consist of clearing, grubbing, removing and disposing of vegetationand debris within designated limits of the boundary areas as ordered by the Client, but exceptthose protection trees as indicated in the IEE cannot be cleaned and must be protected orrelocated to designated location as directed by the owner’s authorized.

Prior to the commencement, the Contractor will make clear the following items by adequatemeans.

• The limits of area to be cleared and grubbed in the field established by the Client.• All trees, shrubs and other things to remain designated by the Client.• Location for stockpile and disposal approved by the Client.

4.2.2 Excavation

Excavation operation shall be conducted without disturbing the material outside the stakedconstruction limits. Prior to the commencement of excavation operations, all necessary clearing,grubbing and top soil removal in that area shall be completed. Cutting and all slopes shall betrimmed accurately to the slopes shown on the drawing (the correct lines, grades and crosssections) by means of backhoe and finishing stake, all loose or shattered materials will beremoved from the surface of cut slopes as directed by the Client.

Where the excavation has been carried out to a depth greater than that required the excessiveexcavation shall be backfilled to the correct level with compacted material in accordance withthe specified requirement.

The specific location for store the top soil, vegetation and trees after clearing, the generally istemporary store nearby area along the cutting place and then be replaced to the originallocation after leveling the land.

4.2.3 Backfilling or Embankment work

Material used for filling shall be deposited within the lines and to the grades shown on thedrawings or as directed by the Client and free from roots, debris and stones greater in size thanspecified under materials etc. Moisture content shall be controlled to comply with the specifiedrequirements.

Filling material shall be placed only on properly prepared surfaces that have been inspectedand approved. The selected fill shall be placed in layers not exceeding specified thicknesswhich shall be thoroughly compacted in dry condition by approved means.

Grading shall be performed at all placed that are indicated on the drawings, to the line, grades,and elevations shown and otherwise as directed.

All cut and slopes shall be uniformly dressed to the slopes, cross-sections and alignment shownon the drawings or as directed.

At all times during the filling works the surface of the filling shall be maintained to suitablegrades and side grades so that rainwater drains off rapidly and puddles of water do not form onthe filling.



All materials shall be compacted in layers according to the Specifications. The depth of eachcompacted layer shall be compatible by the compacting equipment used and shall not begreater than the maximum depth of compacted layer specified for each type of compactingequipment stated in the Specifications. Earthmoving equipment shall not be accepted as acompacting plant

4.2.4 Disposal of Excavated Material

All excavated material, whether or not the material is suitable for backfilling, the contractor shallbe transported and stockpiled temporarily in the stockyards designated by the Client. Excavatedmaterial suitable for backfill may be used for structural backfilling at the Client’s prior approval.Any surplus material unsuitable for backfilling shall be disposed of in the disposal areas, whichwill be also designated by the Client.

4.2.5 Drainage

Prior to the commencement of Land cutting and filling works, any standing water shall bedrained from cut excavation areas. Under construction, the benches or temporary ditches shallbe so constructed in or outside cut slope to prevent damage to embankment by erosion andwetting of embankment material. These ditches and benches shall be kept in good condition atall times.

4.2.6 Re-vegetation on the slope

The Contractor shall carry out seeding or sodding (turf installation) on the entire slope to beconstructed under this Contract after leveling each area and spreading topsoil as a slopeprotection. The contractor shall propose the kind of seeding and sodding for the Client approvalin advance.

4.3 Traffic Management

During construction, testing etc., traffic shall be diverted from the construction area to adiversion road or temporary bridge (if needed). All traffic control devices required for the safetyshall be installed properly prior to the commencement of any works. Traffic management shallcomply with the requirements stated in the Specifications.

4.4 The Proposal Contractor Temporary Site Camp

The proposed construction temporary site camp, office and other facilities is located at the areanear by Houay Soup School (the exact location shall be jointed verifying on site between TheContractor and Client).

The below drawing is proposed for outline temporary site camp, the detail will submit to Clientbefore commence the Camp construction.



Table- workers camp and other facilities Lists

No. Name of Facility Quantity(unit)

Total Area(m2)

1 Office 1 24

2 Staff House 1 32

3 Labor House 1 40

4 Canteen 1 40

5 Garage 1 55

6 Spillage/Leakage, oil Pond 1 2

7 Drainage 1

8 Fence 1

9 Toilet 1 9.6

10 Septic Tank 3

11 Sediment Pond 1 1 2

12 Water tank 1 6


14 Waste Bin Zone 1 24


16 Flow Direction 1

NAM NGIEP 1 POWER PROJECT Land Levelling (Cutting and Filling) for 90 house plots at2 LR-Lower Reservoir Village and Health Center at Resettlement Site.




5. The procedure of Land Leveling (Cutting & Filling) for 90 house plots at 2 LR-LowerReservoir Village and Health Center at Resettlement Site



6. General Layout Attachments



PART 2

SITE SPECIFIC ENVIRONMENTAL & SOCIALMANAGEMENT AND MONITORING PLAN

(SS-ESMMP)



7. Site Specific Environment & Social Management and Monitoring Plan (SS-ESMMP)

7.1 Introduction

This Site Specific Plan has been prepared to highlight environmental and social conditions prior tothe beginning of Land Leveling (Cutting & Filling) for 90 house plots at 2 LR-Lower ReservoirVillage and Health Center at Resettlement Site on Nam Ngiep 1 Power Project, and will be used asa tool to ensure the particular activity follows the correct management and mitigation procedures.Sub-Plans will be used to detail mitigation methods for each of the activities associated with LandLeveling (Cutting and Filling) works.

The contractor will be conducted the Land Leveling (Cutting and Filling) works for 90 house plots at2 LR-Lower Reservoir Village and Health Center at Resettlement Site as definable location such:Area-1 to Area 21 and Health Center at resettlement site.

Table 7.1 below shows the referential linkages of documents regarding environmental matters inthe NNP1 Project. The Owners (NNP1) documents use references and information from theConcession Agreement. This SS-ESMMP (Contractor) uses references and information fromOwners EIA/ESMMP and Owners ESMMP-CP.

Table 7.1 List of Main Documents and Approving Authority

Item Hierarchy of Documents Approving Authority1 Concession Agreement GOL2 NNP1 EIA/ESMMP GOL3 ESMMP-CP GOL4 Contractors EMP NNP15 SS-ESMMP NNP1

8. Environmental and Social Pre-Construction Description

8.1. Land and water use in the area

Previous land use at the Land Leveling (Cutting & Filling) for 90 house plots at 2 LR-LowerReservoir Village and Health Center at Resettlement Site on Nam Ngiep 1 Hydropower Projectw a s largely agricultural land, consisting of shifting cultivation and seasonal plantations such asrice, corn, bananas and pineapples. At present vegetation and agricultural land has alreadyapproved by GoL to resettlement area and for during construction of Land Leveling (Cutting andFilling) works. Remaining agricultural land and vegetation surrounds the site. The main watersource is the Nam Ngiep River and Houysoup Ngai, however during rainy season small streamsfrom around the site.

8.2 Proximity to villages, cultural sites

The closest village to the resettlement area is Ban Hatsaykham, more than 3 km to the east northof Houaysoup Ngai the this location there are no temples or cemeteries in the vicinity of LandLeveling (Cutting and Filling) area.

Table 8.2 is a checklist used to assess pre-construction description of Leveling (Cutting & Filling)for 90 house plots at 2 LR-Lower Reservoir Village and Health Center at Resettlement Site on NamNgiep 1 Hydropower Project, this checklist will be used to determine what sub-plan will be used.



Environmental Assessment Checklist - for Pre Construction

Site Location

Land Leveling (Cutting and Filling) for 90 house plots at 2LR-Lower Reservoir Village and Health Center atResettlement Site on Nam Ngiep 1 Power Project

GPS Coordination Appendix 9

Photo See Attached

Date 18 November 2016

Estimated Area 147,229.99 m2

Prepared By Mr. Ju Phasourath

Checked By Mr. Somphone Xaysanasongkham

Site DescriptionThe site consists remaining agricultural land andvegetation surrounds the site

Item Yes No Description

Is there surface water located in closeproximity to the site? X

Nam Ngiep River is approx. 2.5 kmAnd Houy soup Ngai is approx. 500 mfrom the resettlement area (Houysoup).

Is there a village or communitylocated in close proximity to the site? X

Ban Hatxaykham is approx. 3 kmAcross NamNgiep river from theresettlement area (Houysoup).

Is the site located in a vegetated area?X

Vegetation remains inside and outside ofsite area

Is the site located in agriculturalland? X

Some agricultural areas remainaround the site area.

Are there any PCR sites in the area?X

No PCR have been recorded in thesite area.

Is there an existing access road tothe site? X

Existing track and also tractor toHoupsoup demonstration center is around2.5 km.

Is the site located within an existingAgriculture Area? X

The site is located in existing agricultureland

Other Comments:

Environmental ImpactsLikelihood(Yes/No)

Mitigation measure to beImplemented

Will the site development result inincreased dust generation at near-by villages?

NoThe Land Leveling area is far away from

village

Will the site development result inincreased noise generation at near-byvillages?

No Villages are far from construction area



Will the site development result insurface water contamination?

Yes

Construction activities need totake care when disposing of anywaste materials. Waste collectionpoints must be away from anywater sources.

Will site development result inchanges to drainage patterns?

YesImproved drainage ditches will beconstructed to support increasedflows at different site location

Will vegetation clearing be required? YesVegetation shall be required to clearon Land leveling with limitedboundary of cutting and filling areaand was specified at the drawing.

Will the site be setting up hazardouscomponents? (storage andworkshop)

Yes

Hazardous components such asoils, will need to be in a well-designedStorage workshop, withimpermeable flooring, away from rain

Will the site generate waste? Yes

Sufficient waste bins will beplaced around the temporary camp. A main collection point should bedesignated with all wasteSeparated into general/recycle/hazardous/

Table 8.3 identifies the relevant list of Sub Plans required for the Land Level ing (Cutt ingand Fi l l ing) at Resett lement site; the Sub Plans were selected after a review of thefollowing:

Detailed Works Program (DWP)Pre-Construction assessment (Table 8.2 Environmental Assessment Checklist)NNP1 - EIA and ESMMPs

Table 8.3 Relevant Sub Plans for Land Leveling (Cutting and Filling) Works at Resett lementsi te.

Sub-Plan Item Environmental SocialSP01 Erosion and Sediment Control XSP02 Water Availability and Pollution Control XSP03 Emission and Dust Control XSP04 Noise and Vibration - -SP05 Waste Management XSP06 Hazardous Material Management XSP07 Vegetation Clearing XSP08 Landscaping and Re-vegetation XSP09 Biodiversity Management - -SP10 Spoil Disposal XSP11 Quarry and Construction Layout - -



SP12 Un-exploded Ordnance (UXO) Survey and Disposal - -SP13 Construction of Worker Camp XSP14 Traffic and Access XSP15 Training and Awareness XSP16 Project Personnel Health Program XSP17 Emergency Preparedness XSP18 Cultural resources X

Detailed descriptions are found in the relevant sections relating to Environmental orSocial management and Monitoring Plans.

8.3 Sub plan detail for the Land Leveling (Cutting and Filling) Works at Resettlementsite - environmental

All S u b -Plans i n t h i s s e c t i o n refer to Land Leveling (Cutting and Filling) Work atResettlement site unless otherwise mentioned.

SP01 Erosion and Sediment control

An open ditch will be installed around the cutting area side to collect and divert run-off. Initial erosion and sediment controls, such as sediment ponds shall be installed prior to or

as early as possible after the commencement of vegetation clearance / earthworks. Areas within the construction areas not required to be disturbed by construction activities

will be maintained in their existing condition. Steeper embankments on the boundary of the site will be laid with grass to improve soil

stability. Where available re-vegetation with native species will be selected. Rip-rap will be installed on outlets of pipe culverts.

SP02 Water Availability and Pollution Control

Equipment service and storage workshops will have impermeable flooring andcollection sump.

Implementation of solid and septic system waste management systems, such as properlocation, containment and disposal of construction debris and construction worker camptrash (e.g., use of watertight dumpsters and weekly trash collection/removal), andappropriate location (at least 30 m from drainage courses or other sensitive areas) andcontainment of septic systems.

The contractors shall provide sanitation facilities/toilets with septic tanks with sufficientcapacity to handle and treat domestic wastewater generated by workers.

A licensed contractor will be used to remove all waste when septic tanks reach capacityNNP1 will be notified and will be present on site when discharging any septic waste.

Warning signs will be placed in areas of hazardous material use or storage and alongdrainages and storm drains (or other appropriate locations) to avoid inadvertent hazardousmaterial disposal.

Construction materials and chemicals must be properly disposed of.

SP03 Emission and Dust Control

Speed limits (20 km/h or less) will be imposed on all construction vehicles to minimize dust



Unsealed Project roads, compounds and work areas accessible by vehicle will be regularlysprayed with water to suppress dust when a dust hazard exists.

Exposed surfaces will be progressively rehabilitated within one month following thecompletion of use to reduce site dust and erosion hazards.

The burning of waste materials shall be minimized on site and only take place under thefollowing conditions:

(i) Burning will only be undertaken in the presence of a trained fire protection officer.(ii) Burning will not be undertaken during severe wind conditions.(iii) Appropriate fire protection equipment will be available on-site during the burn.(iv) Burning will be undertaken at a safe distance from vegetated areas.(v) Burning will not be undertaken near a village.

Dust monitoring shall include visual assessment at sensitive receptors (e.g.,community, labour camp, schools) around construction camps to ensure thatassociated impacts are being adequately addressed.

SP05 Waste Management

During construction: Dumping of waste into watercourses, agricultural land and surrounding areas is highly

prohibited. A sufficient number of waste containers or similar one will be made available at the

construction site. Waste containers will be marked clearly for “Hazardous Waste” and for “Non-Hazardous

Waste” for separation and sorting of waste. Construction waste will be minimized by applying the waste minimization hierarchy

Principles of ‘Avoid/Reduce/Re-Use/Recycle/Dispose’. Any waste material that is unable tobe re-used, re-processed or recycled will be disposed at a facility approved to receive thattype of waste.

Hazardous waste such as paint and solvent containers will be disposed of according toappropriate best practices.

Waste will be stored in appropriate facilities (e.g. bins, stockpiles), with hazardous wastestored away from streams and rivers in secure areas.

Secure lids will be fitted to bins that store food waste to prevent scavenging by birds andanimals.

The site will need to collect construction waste materials such as metal offcuts, concrete,debris, plaster and plastics and removed by the construction company.

Pit toilets will be installed for construction Workers, and they will be instructed to use thesefacilities.

SP06 Hazardous Material Management

All chemicals and waste considered as potentially hazardous materials will be registered inorder to follow up type, quantities stored, quantities used or generated.

Hazardous Materials Containers of or waste must be labeled with correct MSDS. Personal protective equipment (PPE) will be provided to all workers and the use of

equipment will be enforced. All re-fuelling of heavy equipment and machinery will be undertaken by a service vehicle,

with appropriate safeguards and protection measures to prevent any spillage orcontamination by chemical wastes or maintenance oils, lubricants etc.



Safety procedures regarding fire and accidental spill management to be posted on-site. “No Smoking” labels and posters will be placed wherever fuel is handled or stored. All the fuel and hazardous material storage will be in adequately bundled areas to minimize

the risk of spillage. Only minimal chemicals, hazardous substances and fuel will be stored on site works, within

an enclosed and covered secure area that has an impervious floor and impervious bundaround it (with capacity at least 120% of the total capacity of the tanks). The storage areawill be located away from watercourses, flood-prone areas, accommodations, and dangerareas.

Oily rags, paint and solvent containers shall collected and disposed of throughrecyclers/authorized waste handlers and disposal in authorized waste facilities.

The hazardous materials and chemical used in the construction shall be separated and keptin a suitable storage and the Material Safety Data Sheet (MSDS) shall be in place.

Proper equipment shall be installed at hazardous material storage facilities, includingtemporary construction sites (i.e. concrete floor, roof or sunshade, oil weir or trap and closedvalve).

Firefighting equipment will be kept available next to each storage facility. Ensure availability of spill clean-up materials (e.g., absorbent pads, etc.) specifically

designed for petroleum products and other hazardous substances where suchmaterials are being stored and used. If spills or leaks do occur, undertake immediate cleanup.

Discharge of paint/solvent contaminated water into the environment is prohibited.

SP07 Vegetation Clearing

After completed the setting out of limited boundary on clearance area of TR, ER and Jettyarea, the contractor will be carried out vegetation clearing work on along the markingalignment;

As for the timing of clearing works within resettlement area after its notification from theESD/NNP1PC (owner), the contractor will carry out it;

The material to be cleared shall include trees, stumps, bush, undergrowth, grass, and othervegetation; The vegetation waste shall be piled and stored at the vicinity of resettlementarea also contractor shall be appropriate management on site especially stockpile, how toremove materials, and elimination;

The clearing materials will be piled along clearing alignment, also clear marking on stockpilecan be visible as well as give way from jungle or forest to protect forest fire incase burningon site shall be controlled by watchman or foreman on dry season, the materials do notstockpile on watercourse due to block water flow on wet season;

Clearing materials shall be appropriate piled and corrected management due to materialscan be decomposed by itself after that to become fertilizer on future.

SP08 Landscaping and Re-Vegetation

Landscaping is not requirement during land leveling reference to contract agreement. Re-vegetation shall be done at the filling area as specify in the drawing. When completion of filling and slope trimming, the top soil will place at the slope area,

compacted by excavator and placing by available local grass. Daily watering to ensure grass growing.



SP10 Spoil Disposal

The Contractor will submit the layout or mapping Spoil Disposal location to Client beforecommencement works.

The spoil disposal location will be specified by the client or on site discussion of bothparties (Client and Contractor) where suitable location.

The SD area shall setting out the boundary and Cleary mark.

The contractor shall allocate where the topsoil stockpile area for reusing, waste stockpile,and vegetation rubbish.

Drainage shall be excavated around SD area if requirement.

Contractor shall be regularly monitoring and manage the SD to ensures the environmentalimpaction.

SP12 Unexploded Ordinance (UXO) Survey and Disposal

The Enhancement Works on Road Conditions at Resettlement site has already beensurveyed and cleared by NNP1 prior to the earthworks and excavation stage.

SP13 Construction of Work Camp

A temporary camp will be constructed before the mobilization of equipment and manpowerAnd the location will discuss and verifying actual location on site between the Contractor andClient;

Temporary accommodation facilities are to be located in consultation with localcommunities to ensure that they do not affect local economic activities or social and culturalvalues;

They are to comply with all national or local regulations concerning the construction oftemporary facilities;

Temporary accommodation sites are to be well drained and, if necessary, havesufficient soil depth to permit the digging of toilets, wastewater soak pits and rubbish pits;

The establishment and operation of temporary accommodation facilities is to becarried out in a manner that avoids or minimizes erosion and the discharge of silt into anywatercourse;

Toilets should be p r o v i d e d on each clearance w o r k s i t e s and fortemporary accommodation facilities. Personnel are not to deposit human waste on thesoil surface or in water courses; Toilets should be provided at a minimum of one for every20 persons and they are to be located at least 50m from any clearance worksiteadministration or control point, accommodation or food preparation areas, watercourses orwells;

Where toilets are dug into the ground, the depth of the hole is to be sufficient to allow0.5m of earth covers over the toilet pit when it is filled in.

SP14 Traffic and Access

Employ flag persons to control traffic when construction equipment is entering or leaving thework area to guide vehicles to regulate traffic movements, and to lead traffic throughpotentially hazardous areas.

Provide sufficient lighting at night within and in the vicinity of construction sites.



Implement suitable safety measures to minimize risk of adverse interactions betweenconstruction works, traffic flows and pedestrians/public through provision oftemporary signals or flag controls, adequate lighting, fencing, signage and road diversions,traffic cones, and barricades to alert vehicle and pedestrian traffic of potential hazardsincluding lane closures, equipment use or crossing areas, and excavations.

Safety issues and regulations regarding traffic and site access will be included in the trainingplan for construction personnel (refer to SP16).

To reduce materials falling onto the road, trucks may use tarpaulins or sheets to cover theirloads.

Speed limits will be 40km/h outside villages and 10km/h in the vicinity of each village.

SP15 training and awareness

All new employees will be required to complete Induction Training from contractor/NNP1 prior to commencing any work on site;

In this training, the Contractor will highlight site regulation/rule, and safety &environmental issue;

A register of induction training will be maintained and can be provided to NNP1 onrequest;

Daily safety meetings will be conducted with all employees, and will cover all relevanthealth and safety issues on site;

Weekly meetings are also conducted to bring further awareness to environmental, healthand safety issues.

SP16 project personnel health program

Health and safety related posters covering; disease, drug use, waste disposal, PPE use oftoilet facilities and site rules will be provided in visible locations around the constructionsite;

First aid kits will be provided and will be appropriately located at the construction site; The Project ambulance will be contacted when an accident occurs; Vector control of mosquitoes and other pests will be managed according to the following

actions:- Effective storm water drainage systems implemented to avoid stagnant water;- Storm water drains and borrow pits will be kept free of vegetation;- Minimizing the presence stagnant water within containers and other pools of water;- Removal of discarded items that could contain water;

Adequate drainage at construction site will be provided to avoid waterlogging/accumulation of stagnant water and formation of breeding sites for mosquitoes;

Training in general housekeeping and sanitation facilities for all workers at theworkers’/construction camps will be provided;

Reliable supply of water for drinking, cooking and washing purposes at the workers’ camps; Provide fire-fighting equipment at the work areas; Appropriate safety equipment such as safety boots, helmets, gloves, protective clothes,

breathing mask, goggles, ear protection, and etc. must be worn when required.

SP17 emergency preparedness

Referring to the emergency action plan in Appendix 9.4, the emergency responseprocedures, emergency contact numbers and communication and reportingprocedures will be clearly displayed and each staff always carry it;

Hazardous materials will be stored in the permitted area only and according to theinstruction by the authorities;



Hazardous materials will be stored on-site with the MSDS in accordance with therequirements of SP06;

In the event of a spill of any hazardous materials, work will be ceased in theimmediate vicinity and the area will be cleared of all construction personnel except thoseinvolved in the clean-up activities, if necessary;

In the event of a spill of any hazardous material, the following response hierarchy will applyand will be used at development of the detailed emergency response procedures:

- Seek medical attention for any injured personnel;- Prevent further injury to personnel;- Prevent environmental damage;- Clean-up spill;- Remediate area of spill;- Complete reposting requirements;

At each construction site, information on emergency response procedures, including fireprevention, emergency contact numbers and communication procedures will be clearlydisplayed on notice boards;

All construction workers should be trained in basic emergency response proceduresincluding communication and reposting procedures to be implemented in case of anemergency situation;

The communication processes will include the following information in relation toaccidental releases or spills:

- Location of spill;- Nature of material spilt;- Amount of material spilt;- Clean-up processes to be implemented;- Any injuries to personnel;- Need for emergency or external assistant- Any safety/evacuation requirements to be implemented on the construction site.

Within 48 hours of the completion of a spill clean-up, a report will be submitted to theOwner. The report will be used to identify any required corrective or preventive actions andemergency response procedures and training programs will be modified accordingly;

First aid kits will be readily accessible by workers; Prior to the rainy season, all construction site will be reviewed for slope stability and

stability of infrastructure and management measures identified to prepare forincidents that may arise as a result of flash flooding for example machinery beingdislodged or landslip;

Include clearly marked exclusion barriers around hazardous areas aroundconstruction site required to exclude access from non-working staff and the public.

SP18 Cultural Resources

If the Contractor is to find any new physical or cultural resources during constructionactivities, the Contractor shall stop the works and inform the Owner immediately andfollow the Chance Find Procedures outlined below.

The Environmental mitigation plan will be changed and revised in accordance with theoccurrence of adverse impact to the surrounding environment and social environmentand the Owner’s comments.



9. Appendix

9.1 Organization Chart

9.2 Construction Schedule

9.3 Equipment Lists

9.4 Manpower Lists

9.5 Emergency Action Plan

9.6 Sub-Plans for ESMMP

9.7 Environmental Management Activity Table

9.8 Drawing and Survey Data



9.1 Organization Chart

THE SITE ORGANIZATION CHART TO EXCUTE THE PROJECT WORKS

DLC COMPANYHEAD OFFICE

Project ManagerMr. Somphone

Xaysanasongkham

Construction Section Technical Section Administrative Section

ZONE 1- Clearing work- Cutting work- Filling work- Slope protection- Finishing work

Mr. Bountham V. Eng.

EquipmentMr. Soulath

QA / QCMr. Bounsao. Eng.

AccountingMrs. Latmyxay

DesignMr. Khamdeng

SurveyMr. Khongvanh.

PurchasingMs. Souksakhone

MaintenanceMr. Somboun

PersonelMr. Moud

StorageMr. Pern

Safety&Environmental

Mr. Sengphet

NNP1 PC

Site ManagerMr. Soukaseum XYS.

AdviserDr. Doungmixay

Dounsuvanh

ZONE 2- Clearing work- Cutting work- Filling work- Slope protection- Finishing work

Mr. Soukaseum.X Eng.

NAM NGIEP 1 POWER PROJECT Land Levelling (Cutting and Filling) for 90 house plotsat 2 LR-Lower Reservoir Village and Health Center at Resettlement Site.


9.2 Construction Schedule



9.3 Equipment Lists

EQUIPMENT AND MACHINERY LISTS TO EXECUTE THE PROJECT WORKS

Item Machinery’sName Model and power rating

Year ofmanufac

ture Manufacturer Capacity LocationName

ofOwner

1 Bulldozer KOMATSU DC 65 2006 Japan 165 HP Champasack DLC

2 MotorGrader CAT 140 G 2010 USA 165 HP Champasack DLC

3 Excavator

KOBELLCO SK-200 2012 Japan 165 HP Champasack DLCKOBELLCO SK-200 2012 Japan 175 HP Champasack DLCCAT E 320 D 2011 USA 175 HP Champasack DLCCAT E 320 C 2004 Japan 100 HP Champasack DLCKOMATSU PC 200-8 2004 Japan 175 HP Champasack DLCKOMATSU PC 200-7 2006 Japan 165 HP Champasack DLC

4

VibratoryRollers andRubberRollers

JV 100 WA 2015 Japan 8 ton Champasack DLC

SKAI SV 512 D 2012 Japan 8 ton Champasack DLC

5 Trailer HINO 2006 JAPAN 3750 CC Champasack DLC

6 Water Truck FUSO 2007 JAPAN 16000 Lit Champasack DLC

7 Dump Truck

ISUZU 2008 Japan 10 cu.m. Champasack DLCISUZU 2008 Japan 10 cu.m. Champasack DLCISUZU 2008 Japan 10 cu.m. Champasack DLCHYUDAI 2013 KOREA 10 cu.m. Champasack DLCHYUDAI 2013 KOREA 10 cu.m. Champasack DLCMITSUBISHI 2007 Japan 10 cu.m. Champasack DLCNISSAN 2006 Japan 10 cu.m. Champasack DLCNISSAN 2006 Japan 10 cu.m. Champasack DLCNISSAN 2006 Japan 10 cu.m. Champasack DLCMITSUBISHI 2005 Japan 10 cu.m. Champasack DLCMITSUBISHI 2005 Japan 10 cu.m. Champasack DLCMITSUBISHI 2005 Japan 10 cu.m. Champasack DLC

8 Oil TankTruck

FUSO 2010 JAPAN 12000 Lit Champasack DLCMITSUBISHI 2006 JAPAN 3000 Lit Champasack DLC

9 Jeep & Pickup

TOYOTA HILUX 4W 2010 JAPAN 2500 CC Champasack DLCTOYOTA HILUX 4W 2012 JAPAN 2500 CC Champasack DLC6W TRUCK HUYNDAI 2005 KOREA 2400 CC Champasack DLC

10 SurveyInstrument

Total Station GOWINSOKKIA 2010 Japan KT 202 Champasack DLC

Level SOKKIA E 24 2011 Japan E 24 Champasack DLCWalkie-Talkie 2014 CHINA Champasack DLC

11 TestEquipment

Soil & Sand TestEquipment 2012 JAPAN Champasack DLC

12 Generator DENYO Soundproof 2008 Japan 100 KWA Champasack DLCDENYO Soundproof 2012 Japan 25 KWA Champasack DLC

13 AirCompressor 1 Unit 2010 JAPAN Champasack DLC



9.4 Manpower Lists1.1 LIST OF KEY STAFF PROPOSE TO EXECUTE THE PROJECT WORK

Table 1:Item Name and surname Age Position Educational Work

Experiences1 Dr. Doungmixay

DounsuvanhAdviser - Ph.D Structural Engineering in

Civil Engineering (Thailand).- Master of Engineering in Civil

Engineering (Vietnam)- Bachelor of Engineering in Civil

Engineering National University ofLaos).

17

2 Mr. SomphoneXaysanasongkham

45 ProjectManager

- Bachelor Degree in CivilEngineering, National Universityof Laos

20

3 Mr. SoukaseumXayasane

47 SiteManager

Bachelor Degree in CivilEngineering, National University ofLaos

22

4 Mr. BounthamVongkhamheng

44 SeniorEngineer

Bachelor Degree in CivilEngineering (Building-Bridge andRoad), National University of Laos

20

5 Mr. ThongvanhThavixay

51 Surveyor Diploma Degree in IrrigationEngineering from TatthongIrrigation Institute, Vientiane, LaoPDR

27

6 Mr. Bounsao Xayalath 44 QA/QC Bachelor Degree in CivilEngineering, National University ofLaos.

11

7 Mr. KhamdengAckhavong

43 Designer Bachelor Degree in CivilEngineering, National University ofLaos.

20

8 Mr. SengphetSoundara

44 Safety&Environmental

Bachelor Degree in CivilEngineering, National University ofLaos.

16

9 Mr. Soulath 45 EquipmentControl

Diploma Degree in MechanicalEngineering.

18

10 Mr. Somboun 43 Technician

Diploma in Mechanical, Lao-German Institution

17

11 Mrs. Latmyxay 38 ChiefAdm.

Diploma Degree in Accounting andFinancial

16

12Ms. Souksakhone .V 26 Staff Diploma Degree in Science of

Economics, National University ofLaos

6

13 Mr. Moud . P 58 P. Staff Diploma Degree of TeacherTraining, National University ofLaos

12

14 Mr. Pern .X 28 P. Staff Diploma Degree, PakpasackTechnical College

8



9.5 Emergency Action Plan

Emergency Action Plan

Site Engineer

Discover

NNP1 PC Pakxan Office054 280 168

Dep. of Environmental054 790 836

Site Engineer RepresentativeMr. Pinthong020 22337818

Site Manager

EDL 054 280 308

Pakxan POLICE054 280 190; 054 212 256

Head VillageHatsaykham; Mr. Phonsysong

030 5738 860

TAKE ACTION- Send injured person to hospital- Urgent countermeasure- Inform and explain to authorities- Records- Etc.

Fire Station191

AccidentIncident

Bolikhamxay Provincial Hospital054 212 154; 054 212 099

Ambulance054 212 149; 020 55084966

NAM NGIEP 1 POWER PROJECT Land Levelling (Cutting and Filling) for 90 houseplots at 2 LR-Lower Reservoir Village and Health Center at Resettlement Site.


9.6 Sub-Plans for ESMMP

No. Contents Applicable No.

SP-04 Noise and Vibration4.1; 4.2; 4.5 ;4.6; 4.7; 4.8; 4.9; 4.10; 4.11; 4.12; 4.13; 4.14; 4.15; 4.18; 4.20; 4.21; 4.22;4.23; 4.24;4.26; 4.27; 4.28; 4.29

SP-05 Waste management 5.1; 5.2; 5.6; 5.7; 5.7; 5.9; 5.10; 5.11; 5.12; 5.13; 5.14; 5.15; 5.16; 5.17; 5.18; 5.19;5.20; 5.21; 5.22; 5.23; 5.24; 5.25; 5.26; 5.27; 5.28; 5.29; 5.30; 5.31; 5.32; 5.33; 5.34;5.35; 5.36; 5.37; 5.38; 5.39; 5.40

SP-06 Hazardous Material Management6.1; 6.2; 6.3; 6.4; 6.5; 6.7; 6.8; 6.8; 6.9; 6.10; 6.11; 6.12; 6.13; 6.14; 6.15; 6.16; 6.17;6.18; 6.19;

6.20; 6.21SP-11 Spoil Disposal11.5;11.6;11.7;11.8;11.10;11.12;11.13;11.14;11.15;11.16;11.17;11.20;11.24;11.27;11.28;11.29;11.30;11.31;11.32;11.33;11.36

SP-16 Training and Awareness 16.01, 16.02, 16.03, 16.04, 16.05, 16.10, 16.11

SP-17 Project Personnel Health Program 17.01, 17.02, 17.03, 17.04, 17.05, 17.06, 17.07, 17.08, 17.09, 17.10, 17.11, 17.12,17.13, 17.14, 17.15, 17.16, 17.17, 17.18, 17.19, 17.20, 17.21, 17.22, 17.23, 17.24



9.7 Environmental Management Activity Table

Item Sub -Plan MonitoringMethod

MonitoringFrequency On-site implementation

SP01Erosion andSediment Control

An open ditch will be installed around the cutting area side to collect and divert run-off.

Initial erosion and sediment controls, such as sediment ponds shall be installed priorto or as early as possible after the commencement of vegetation clearance /earthworks.

Areas within the construction areas not required to be disturbed by constructionactivities will be maintained in their existing condition.

Steeper embankments on the boundary of the site will be laid with grass to improvesoil stability. Where available re-vegetation with native species will be selected.

Rip-rap will be installed on outlets of pipe culverts.

SP02 Water Availabilityand PollutionControl

Equipment service and storage workshops will have impermeable flooring andcollection sump.

Implementation of solid and septic system waste management systems, such asproper location, containment and disposal of construction debris and constructionworker camp trash (e.g., use of watertight dumpsters and weekly trashcollection/removal), and appropriate location (at least 30 m from drainage courses orother sensitive areas) and containment of septic systems.

The contractors shall provide sanitation facilities/toilets with septic tanks withsufficient capacity to handle and treat domestic wastewater generated by workers.

A licensed contractor will be used to remove all waste when septic tanks reachcapacity. NNP1 will be notified and will be present on site when discharging anyseptic waste.

Warning signs will be placed in areas of hazardous material use or storage andalong drainages and storm drains (or other appropriate locations) to avoidinadvertent hazardous material disposal.

Construction materials and chemicals must be properly disposed of.

SP03 Speed limits (20 km/h or less) will be imposed on all construction vehicles to



Emission andDust Control

minimize dust Unsealed Project roads, compounds and work areas accessible by vehicle will be

regularly sprayed with water to suppress dust when a dust hazard exists. Exposed surfaces will be progressively rehabilitated within one month following the

completion of use to reduce site dust and erosion hazards. The burning of waste materials shall be minimized on site and only take place under

the following conditions:

(i) Burning will only be undertaken in the presence of a trained fire protectionofficer.

(ii) Burning will not be undertaken during severe wind conditions.(iii) Appropriate fire protection equipment will be available on-site during the burn.(iv) Burning will be undertaken at a safe distance from vegetated areas.(v) Burning will not be undertaken near a village.

Dust monitoring shall include visual assessment at sensitive receptors (e.g., community, labour camp, schools) around construction camps to ensure that associated impacts are being adequately addressed.

SP05 WasteManagement

During construction: Dumping of waste into watercourses, agricultural land and surrounding areas is

highly prohibited. A sufficient number of waste containers or similar one will be made available at the

construction site. Waste containers will be marked clearly for “Hazardous Waste” and for “Non-

Hazardous Waste” for separation and sorting of waste. Construction waste will be minimized by applying the waste minimization hierarchy

Principles of ‘Avoid/Reduce/Re-Use/Recycle/Dispose’. Any waste material that isunable to be re-used, re-processed or recycled will be disposed at a facility approvedto receive that type of waste.

Hazardous waste such as paint and solvent containers will be disposed of accordingto appropriate best practices.

Waste will be stored in appropriate facilities (e.g. bins, stockpiles), with hazardouswaste stored away from streams and rivers in secure areas.

Secure lids will be fitted to bins that store food waste to prevent scavenging by birdsand animals.

The site will need to collect construction waste materials such as metal offcuts,



concrete, debris, plaster and plastics and removed by the construction company. Pit toilets will be installed for construction Workers, and they will be instructed to use

these facilities.

SP06 HazardousMaterialManagement

All chemicals and waste considered as potentially hazardous materials will beregistered in order to follow up type, quantities stored, quantities used or generated.Hazardous Materials Containers of or waste must be labeled with correct MSDS.

Personal protective equipment (PPE) will be provided to all workers and the use ofequipment will be enforced.

All re-fuelling of heavy equipment and machinery will be undertaken by a servicevehicle, with appropriate safeguards and protection measures to prevent anyspillage or contamination by chemical wastes or maintenance oils, lubricants etc.

Safety procedures regarding fire and accidental spill management to be posted on-site.

“No Smoking” labels and posters will be placed wherever fuel is handled or stored. All the fuel and hazardous material storage will be in adequately bundled areas to

minimize the risk of spillage. Only minimal chemicals, hazardous substances and fuel will be stored on site works,

within an enclosed and covered secure area that has an impervious floor andimpervious bund around it (with capacity at least 120% of the total capacity of thetanks). The storage area will be located away from watercourses, flood-prone areas,accommodations, and danger areas.

Oily rags, paint and solvent containers shall collected and disposed of throughrecyclers/authorized waste handlers and disposal in authorized waste facilities.

The hazardous materials and chemical used in the construction shall be separatedand kept in a suitable storage and the Material Safety Data Sheet (MSDS) shall be inplace.

Proper equipment shall be installed at hazardous material storage facilities, includingtemporary construction sites (i.e. concrete floor, roof or sunshade, oil weir or trapand closed valve).

Firefighting equipment will be kept available next to each storage facility. Ensure availability of spill clean-up materials (e.g., absorbent pads, etc.) specifically

designed for petroleum products and other hazardous substances where such



materials are being stored and used. If spills or leaks do occur, undertake immediateclean up. Discharge of paint/solvent contaminated water into the environment is prohibited.

SP07 VegetationClearing

After completed the setting out of limited boundary on clearance area of TR, ER andJetty area, the contractor will be carried out vegetation clearing work on along themarking alignment;

As for the timing of clearing works within resettlement area after its notification fromthe ESD/NNP1PC (owner), the contractor will carry out it;

The material to be cleared shall include trees, stumps, bush, undergrowth, grass,and other vegetation; The vegetation waste shall be piled and stored at the vicinity ofresettlement area also contractor shall be appropriate management on siteespecially stockpile, how to remove materials, and elimination;

The clearing materials will be piled along clearing alignment, also clear marking onstockpile can be visible as well as give way from jungle or forest to protect forest fireincase burning on site shall be controlled by watchman or foreman on dry season,the materials do not stockpile on watercourse due to block water flow on wet season;

Clearing materials shall be appropriate piled and corrected managementdue to materials can be decomposed by itself after that to become fertilizeron future

SP08Landscaping andRe-vegetation

Landscaping is not requirement during land leveling reference to contractagreement.

Re-vegetation shall be done at the filling area as specify in the drawing.

When completion of filling and slope trimming, the top soil will place at the slopearea, compacted by excavator and placing by available local grass.

Daily watering to ensure grass growing.

SP10 Spoil Disposal

The Contractor will submit the layout or mapping Spoil Disposal location to Clientbefore commencement works.

The spoil disposal location will be specified by the client or on site discussion of bothparties (Client and Contractor) where suitable location.

The SD area shall setting out the boundary and Cleary mark.

The contractor shall allocate where the topsoil stockpile area for reusing, wastestockpile, and vegetation rubbish.



Drainage shall be excavated around SD area if requirement. Contractor shall be regularly monitoring and manage the SD to ensures the

environmental impaction.

SP13Construction ofWorker Camp

A temporary camp will be constructed before mobilization of equipment and manpower,the Client will designate the Camp location by joint verifying with the Contractor for theexact location,

Temporary accommodation facilities are to be located in consultation withlocal communities to ensure that they do not affect local economic activities or socialand cultural values;

They are to comply with all national or local regulations concerning theconstruction of temporary facilities;

Temporary accommodation sites are to be well drained and, if necessary,have sufficient soil depth to permit the digging of toilets, wastewater soak pits andrubbish pits;

The establishment and operation of temporary accommodation facilities is tobe carried out in a manner that avoids or minimizes erosion and the discharge of siltinto any watercourse;

Toilets should be p r o v i d e d on each clearance w o r k s i t e s and fortemporary accommodation facilities. Personnel are not to deposit human wasteon the soil surface or in water courses; Toilets should be provided at a minimum ofone for every 20 persons and they are to be located at least 50m from anyclearance worksite administration or control point, accommodation or foodpreparation areas, watercourses or wells;

Where toilets are dug into the ground, the depth of the hole is to be sufficient to allow0.5m of earth covers over the toilet pit when it is filled in.

SP14 Traffic and Access

Employ flag persons to control traffic when construction equipment is entering orleaving the work area to guide vehicles to regulate traffic movements, and to leadtraffic through potentially hazardous areas.

Provide sufficient lighting at night within and in the vicinity of construction sites. Implement suitable safety measures to minimize risk of adverse interactions between

construction works, traffic flows and pedestrians/public through provision oftemporary signals or flag controls, adequate lighting, fencing, signage and roaddiversions, traffic cones, and barricades to alert vehicle and pedestrian traffic of



potential hazards including lane closures, equipment use or crossing areas, andexcavations.

Safety issues and regulations regarding traffic and site access will be included in thetraining plan for construction personnel (refer to SP16).

To reduce materials falling onto the road, trucks may use tarpaulins or sheets tocover their loads.

Speed limits will be 40km/h outside villages and 10km/h in the vicinity of each village.

SP15 Training andAwareness

All new employees will be required to complete Induction Training from contractor/NNP1 prior to commencing any work on site;

In this training, the Contractor will highlight site regulation/rule, and safety &environmental issue;

A register of induction training will be maintained and can be provided to NNP1 onrequest;

Daily safety meetings will be conducted with all employees, and will cover allrelevant health and safety issues on site;

Weekly meetings are also conducted to bring further awareness to environmental,health and safety issues.

SP16 Project PersonnelHealth Program

Health and safety related posters covering; disease, drug use, waste disposal, PPEuse of toilet facilities and site rules will be provided in visible locations around theconstruction site;

First aid kits will be provided and will be appropriately located at the construction site; The Project ambulance will be contacted when an accident occurs; Vector control of mosquitoes and other pests will be managed according to the

following actions:- Effective storm water drainage systems implemented to avoid stagnant water;- Storm water drains and borrow pits will be kept free of vegetation;- Minimizing the presence stagnant water within containers and other pools of water;- Removal of discarded items that could contain water; Adequate drainage at construction site will be provided to avoid water

logging/accumulation of stagnant water and formation of breeding sites formosquitoes;

Training in general housekeeping and sanitation facilities for all workers at the



workers’/construction camps will be provided; Reliable supply of water for drinking, cooking and washing purposes at the workers’

camps; Provide fire-fighting equipment at the work areas; Appropriate safety equipment such as safety boots, helmets, gloves, protective

clothes, breathing mask, goggles, ear protection, and etc. must be worn whenrequired.

SP17 EmergencyPreparedness

Referring to the emergency action plan in Appendix 9.4, the emergency responseprocedures, emergency contact numbers and communication and reportingprocedures will be clearly displayed and each staff always carry it;

Hazardous materials will be stored in the permitted area only and according to theinstruction by the authorities;

Hazardous materials will be stored on-site with the MSDS in accordance with therequirements of SP06;

In the event of a spill of any hazardous materials, work will be ceased in theimmediate vicinity and the area will be cleared of all construction personnel exceptthose involved in the clean-up activities, if necessary;

In the event of a spill of any hazardous material, the following response hierarchywill apply and will be used at development of the detailed emergencyresponse procedures:

- Seek medical attention for any injured personnel;- Prevent further injury to personnel;- Prevent environmental damage;- Clean-up spill;- Remediate area of spill;- Complete reposting requirements;

At each construction site, information on emergency response procedures,including fire prevention, emergency contact numbers and communicationprocedures will be clearly displayed on notice boards;

All construction workers should be trained in basic emergency response proceduresincluding communication and reposting procedures to be implemented in case of anemergency situation;

The communication processes will include the following information in relation toaccidental releases or spills:



- Location of spill;- Nature of material spilt;- Amount of material spilt;- Clean-up processes to be implemented;- Any injuries to personnel;- Need for emergency or external assistant- Any safety/evacuation requirements to be implemented on the construction site. Within 48 hours of the completion of a spill clean-up, a report will be submitted to

the Owner. The report will be used to identify any required corrective or preventiveactions and emergency response procedures and training programs will bemodified accordingly;

First aid kits will be readily accessible by workers; Prior to the rainy season, all construction site will be reviewed for slope stability

and stability of infrastructure and management measures identified to preparefor incidents that may arise as a result of flash flooding for example machinerybeing dislodged or landslip;

Include clearly marked exclusion barriers around hazardous areasaround construction site required to exclude access from non-working staff and thepublic.

SP18 Cultural resources

If the Contractor is to find any new physical or cultural resources during constructionactivities, the Contractor shall stop the works and inform the Owner immediately andfollow the Chance Find Procedures outlined below.

The Environmental mitigation plan will be changed and revised in accordancewiththe occurrence of adverse impact to the surrounding environment and social

environment and the Owner’s comments.



9.8 Drawing and Survey Data