detailed work programme (dwp) & site specific … · before mobilization of machine and...

KCP CONSTRUCTION CO., LTD.

KANSANG CONSTRUCTION &PARTNERS

Road 13th South, Anousonexay Village, Paksan

District, Bolikhamxay Province

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E-mail:[email protected]

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NAM NGIEP1 HYDROPOWER POWER COMPANY (NNP1PC)

Detailed Work Programme (DWP) & Site Specific

Environmental & Social Management and Monitoring Plan

(SS-ESMMP)

FOR

THE CONSTRUCTION OF MAIN INTAKE

MOUTH AT HOUAY SOUP RESETTLEMENT SITE

DOCUMENT REVISION

DOCUMENT REVISION

Doc. No. : NNP1-CF-ESD-SMO-INFRA-2016-10-R2 REV. NO. SUBMISSION DATE

NNP1 CF ESD SMO INFRA 2017 29 R2 28 June 2017

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Table of Contents

Part I. Detail Work Program ...................................................................................................................... 2

1. General Information ....................................................................................................................... 2

2. Reference document ...................................................................................................................... 2

3. Material ............................................................................................................................................. 3

4. Equipment and Manpower ............................................................................................................ 3

4.1 Equipment and tools ............................................................................................................... 3

4.2 Machines ................................................................................................................................... 3

4.3 Nominated Sub-contractor and Manpower ......................................................................... 3

4.4 Temporary facility .................................................................................................................. 4

5. Construction Procedure................................................................................................................. 8

5.1 Site works and coordination ................................................................................................. 8

5.2 Construction method and consequence ............................................................................. 8

6. Safety and security program ....................................................................................................... 18

7. Quality assurance program ......................................................................................................... 18

Part II. SITE SPECIFIC ENVIRONMENTAL AND SOCIAL MANAGEMENT AND MONITORING PLAN (SS-ESMMP) ............................................................................................................................................... 19

8. Introduction ................................................................................................................................... 19

9. Environmental and Social Pre-Construction Description ....................................................... 20

10. Sub-Plan Detail for Intake Mount Construction- Environmental ....................................... 23

11. Sub-Plan Detail for Intake Mount Construction- Social ..................................................... 26

Chance Find Procedures ..................................................................................................................... 30

Appendix ..................................................................................................................................................... 31

Appendix 1: Intake Mount Construction Work Location .................................................................. 0

Appendix 2: Work Drawing ................................................................................................................... 0

Appendix 3: Work schedule ................................................................................................................... 5

Appendix 4: Organization Chart of Mount Intake Construction Team ........................................... 9

Appendix 5: Emergency Action Plan ................................................................................................... 11

Appendix 6: Construction Machines .................................................................................................... 12

Appendix 8: Environmental Management Activity Table ................................................................ 64

Appendix 9: Code of Conducts of NNP1PC ........................................................................................ 72

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Part I. Detail Work Program (DWP) for Irrigation Intake

Mouth Construction

1. General Information

KCP Construction Co., Ltd has been engaged with Nam Ngiep 1 Power Company

Limited (NNP 1PC) under the contract signed on 16th November 2016 for the Works

of Mount Intake Construction in the Resettlement Site “Houay Soup”. Nam Ngiep 1 Power Company Limited (NNP1PC) has received the concession agreement from the Government of Lao PDR (GoL) to Build, Operate and Transfer the “Nam Ngiep 1 Hydropower Project (NNP1)” in Bolikhamxay Province. Among Resettlement Action Plan (RAP) and Social Development Plan (SDP) for Project Affected Peoples (PAPs), PAPs residing at Zone 2LR at Hom District Vientiane Province and Zone 3, Hatsaykham, which is the sub-village of Hat Gniun Village, Bolikhan District, Bolikhamxay Province needs to be resettled at “Houay Soup” on the opposite bank of Hat Gniun Village.

Under the contract agreement No.: NNP1PC-CF-ESD-SMO-INFRA-2016-10, KCP Construction Co., Ltd (the Contractor) shall perform the land preparation of the Mount Intake under the supervision of the Environmental Social Division (ESD) of the NNP1PC. Prior to commencing the Works. Prior to commencing the Works, the Contractor shall prepare and submit a Detailed Work Program (DWP) and Site Specific Environmental and Social Management and Monitoring Plan (SSESMMP) for NNP1PC comments and approval. The Contractor shall coordinate closely with NNP1PC-Infrustucture team leader, authorities from Bolikhamxay Provincial Irrigation Office and RMU office to assure the works are conducted with full accountability of environmental, social and safety aspects and meet the Lao National standards and guidelines and Asian Development Bank (ADB).

The Contractor shall coordinate with ESD to cooperate with Resettlement Management Unit (RMU) of Bolikhamxay Province, in order to assure the Works are to be conducted according to the standards and guidelines of Government of Lao PDR (GoL) and Asian Development Bank (ADB).

2. Reference document

In performing tasks assigned, the contractor shall refer to contract agreement No. NNP1PC-CF-ESD-SMO-INFRA-2016-10 between NNP1 and KCP Construction Co., Ltd

came into force on 16th November which includes:

1) Work Schedule 2) Payment schedule 3) Scope of work 4) Work specification 4) Code of practice

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3. Material

The works assigned under the contract do not need any material, only machines, equipment and manpower will be needed for executing all works.

4. Equipment and Manpower

4.1 Equipment and tools

Equipment and tools needed for performing works assigned are listed below:

1) Top Corn Total Station will be used for surveying

2) GPS Device: Garmin GPS map 62s

3) Communication device: Talkie Walkie Kenwood

(Please see appendix)

4.2 Machines

Machines for executing the work are listed below:

1) Excavators

2) Tractors

3) Roller Vibrator 4) Dump truck

5) Crane Truck 6) Pick-Up

7) Concrete Mixer 8) Electric Generator 9) Water pump Generator 10) Bar bending Machine

(Please see in appendix)

4.3 Nominated Sub-contractor and Manpower

KCP Construction Co. Ltd is the contractor who meets NNP1PC’s requirements in following items to execute the construction of internal road 3.1 Km as listed below:

1. Technical competence

2. Financially stable

3. Administrative competence

4. Past project experience with good references

5. Ability to meet schedule

6. Quality and skill of work

7. Capacity (equipment, staffs, workers) and organization

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8. Ability to meet safety and environmental and social requirements

Manpower distribution is shown in table 1 below:

Table 1: List of Manpower

No Description Unit Remark

1 Site Manager/Engineer 1 Base on site

2 Foreman 1 Base on site

3 Store Keeper 1 Base on site

4 Environment Correspondent 1 Base on site

6 Excavator Operator 3 Base on site

7 Tractor Operator 1 Base on site

8 Roller Vibrator 1 Base on site

9 Dump Truck 3 Base on site

10 Crane Truck 1 Base on site

11 Driver 1 Base on site

12 Mechanic 1 Base on site

13 Bar Bender 2 Base on site

14 Skill Labor 3 Base on site

15 Daily Labor 12 Base on site

16 Guard 1 Base on site

17 House maid 1 Base on site

Total 34 Base on site

Work inspection and support committee: 1) Related sectors from DAFO. 2) Villagers 3) Client’s civil engineer and environmental engineer

4.4 Temporary facility

Temporary facility will be mobilized as part of executing the work. Temporary facilitates to be constructed at site work includes:

1) S leeping House 2) Toilet 3) K i t chen 5) Oil storage facility 6) Waste bin 7) Waste water retention Pond 8) Parking area 9) Electric generator hut 10) Fence

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Figure 1: General layout of the Intake Mouth and Camp Location

Figure2: Layout of KCP Worker Camp.

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Figure 3: Drawing spec of sleeping house and latrine toilet

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Figure 4: Waste Segregation Posters at Camp and Construction Site

Figure5: Drawing of Oil Storage Facility.

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5. Construction Procedure

5.1 Site works and coordination

Before mobilization of machine and manpower and starting the works, the

contractor will coordinate with NNP1 Infra Team to verify the construction plan,

camp location and facilities to be provided by the contractor.

5.2 Construction method and consequence

The contractor shall follow the steps below to execute the Works.

Step 1: Mobilization of construction machines, staff

Construct temporally facilities at the site. After receive notification to commence

the Works, no later than 8 working days, the Contractor will mobilize construction

machines to the construction site. Before mobilization, the Contractor will

coordinate with the Client to get confirm from the client on site accessibility and

ensure that all necessary facilities are arranges by the client for machine

mobilization such as river crossing, guardians to keep safety for mobilization of

machine at river bank.

Upon arrival and complete of construction machines mobilization, the Contractor

shall immediately issue a Notice of Arrival of construction machines. (Mobilized

machines will be inspected and justified before consequence step be executed.

Step 2: Land clearance and alignment setting

Land clearance will be commenced from tree cutting and removal, continue with

alignment setting for the intake mouth construction. The Total Station surveying

equipment will be used for the setting out of alignment.

Table-2: of coordinates of Alignment Mount Intake

PI Station Northing Easting Distance Direction Remark

0+000 2062335.711 349280.926

16.8884 S 11-55-06 E

0+016.89 2062319.187 349284.4138

16.8884 S 10-37-02 W

0+033.34 2062302.587 349281.3021

21.93 S 16-35-37 W

0+055.27 2062281.571 349275.0393

14.9695 S 15-47-01 W

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Figure 6: Construction location map

Step 3: Earth Excavation

- Formation shall be executed at the excavated embankment position.

- The excavated road formation shall be according to the elevation and

geometrical dimensions accompanies with munities of acceptance for

formation level before next step is done.

- Road formation shall be done by using excavator in combination with

bulldozer to excavate. The excavated soil shall be hauled to the disposal

area.

- At the excavated embankment locations, before construction of

wearing course, the Contractor shall scarify to the depth of 30cm

afterwards use compactor to roll to the required density

- Unsuitable soil excavation is executed at locations of fill embankment;

top soil shall be removed by excavator.

- After removal of unsuitable soil layer, do cleaning the surface

acceptance of elevation prior to filling soil for embankment. A tractor

some location where embankment is widened, quantity of unsuitable

soil excavation is not concentrated, thus the Contractor shall use main

power excavate and load it up to truck to transport to the specific area.

- During construction, if any soft soil area is not shown in the design its

treatment method is not thorough, the Contractor shall prepare

report to submit the Consultant and the Project Management Unit

for the common settlement of the purpose of works quality control.

- Construction of embankment at locations including both excavation and

fill: construction is mainly done by excavator. Firstly, we shall execute

construction of the half excavated and followed by the half-filled.

Excavation materials shall be put onto trucks hauled to the stipulated

locations.

- Quantity of embankment construction shall be mainly composed of:

excavation of soil, rock, organic matters and benching. In process of

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construction the Contractor shall choose the option based on specific

situation, buy basically mechanical equipment shall be mainly used,

manpower shall be combined only for construction of finishing works with

small quantity in order to save cost, speed up the progress to early put

the works in operation.

- Excavation of the whole embankment completely (at locations of L or

trapezium shaped cross section).

- In principle of construction, embankment shall be excavated in layers each

layer is excavated longitudinally on the whole width of the embankment

cross section and excavation gradually and deeply to the designed

elevation.

- Excavator of high capacity shall be used to excavate in layers and put the

excavated material onto dump trucks for hauling to the disposal area at

the same time, excavator is used for finishing to surface.

Figure 7: Example Earth Excavation

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Step 4: Concrete Work

Preparing for the pour

1. Pre pour checks and check sheet (if part of your QA system) must be

completed prior to the pour, check line and level, check the steel

reinforcement against the agreement issued drawings, if you not experienced

then ask the sub or site agent to check this section of work.

2. When all formwork has been checked and that support props are correctly

installed, check built and items (for example box-out) then you may sign any

relevant QA document giving permission to pour, not after the pour!

3. Verify that the calculated M3 and correct concrete grade and slump has been

ordered.

4. Ensure that the correct method of discharging the concrete has been

confirmed (pump ordered if required).

5. Check that the concrete delivery vehicles have suitable access and that a

Banksman will be available during the pour.

6. Check that all persons that will be involved in the work have full personal

protective equipment, this should include wellington boots, eye protection, hi-

vis vests, gloves and hard hat.

During the pour

1. Surveying instrument and level must be setup during the pour, checks are to

be made to ensure that the formwork is not moving, or if a problem occurs,

adjustment can be carries out.

2. It is vital that fillets are checked to ensure a uniform level on structures.

3. Slump tests are an important check, ensure that this is done.

4. Cubes are to be taken at the correct intervals, and made correctly, ensure

that cubes are numbered correctly with the pour location and reference

number and that they are store properly prior to collection by the testing

company.

After the pour

1. The structure should be checked after the pour, verification of the line and

level, and checking walls are plumb.

2. Its good practice to store the coordinates and heights when doing the post

pour check to verify position and height against the design, and in addition

the as built data will be available (A QA form for post pour check should be

available).

3. Any deviations must be recorded and should be reported as a non-

conformance.

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Curing of Concrete

1. After the initial set of the concrete and when the concrete hard enough to

not be damaged by such an action, the exposed concrete surface shall be

covered with drenched hessian sacks. These sacks shall be left in position

and maintains in a soaked condition for seven days. For formed surfaces the

curing shall be applied as described above after the formwork has been

removed, or a curing compound shall be applied.

2. Laitance may be removed once the concrete is hard by light chipping wire brushing.

3. Preparation of construction joints shall be done by mechanical chipping taking care not to dislodge the coarse aggregates. This is to be done at least 24 hours after the completion of placing or a concrete surface retarder may be use.

4. Concrete have to be cured by sweet water as instruction by client/consultant all the surface of foundation will be covered by wet sacks cloth to maintain this. Construction joints Construction joints shall be in the locations as indicated in the drawings, or

as submitted in a proposal and always at right angles to the structural

member’s axis.

Form works

All materials used for form-works should be clean strong and clear

from any deflection.

Install form-works to its dimension correctly and ensure that

alignment and level of form-works are within the tolerances.

The shutters will be side supported by steel bar to maintain the proper

alignment to the forms.

Level guide shall be install for the level maintenance of concrete.

Construction concrete Box by cast in place method

- At locations passing the culvert flow, the Contractor will relocate the flow

or place temporary culvert to ensure smooth flow.

- Box culvert is constructed by cast-in-place technology.

- Define location, centerline of box culvert, install traffic safety devices.

- The Contractor will construct each half of culvert. If it is in convenient

condition, the Contractor will construct the whole length of the box

culvert.

- Excavated foundation hole by equipment in combination with manual.

- The excavated materials are transported by dump-truck to the

specified disposal area approved by the Engineer.

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- Shape foundation hole to the design dimension and elevation, if water

is occurred at bottom it shall be dried out.

- Determine location of Canal to be built.

- Install sign board to ensure traffic safety.

- Structure excavation for Canal and re-compact for the base.

- Install formwork, fabricate reinforcement of bottom.

- Place concrete for bottom.

- Install formwork, fabricate reinforcement for wall of canal.

- Place concrete for wall.

- Removal of formworks and curing.

For the concrete mixing test and quality control pursuant to Division 8

concrete works of technical specification.

Install Reinforcement:

- Reinforcement is transported to the site and stockpiled at the specified

area.

- Invite the Engineer to inspect reinforcement prior to installation.

- Use labor to fabricate and install reinforcement in accordance with design

document. Other relevant requirements are complied with the

specification.

- Install form work and reinforcement for bottom slab.

- Pour concrete for bottom slab and make roughness for surface where

joint with web concrete.

- Install from work and fabricate reinforcement for body and top slab and

box culvert.

- Pour concrete for body and top slab of box culvert.

- When concrete mixture reached to the required strength and approved by

the Engineer, the Contractor will backfill 2 slots of box culvert by suitable

material to the bottom level of wearing course. The thickness of each fill

layer is 15cm, firstly use hand tamper, then used light compactor to

compact.

- Build headwall, wing wall.

- Finish a half of culvert and then move the remaining half.

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- Construction of remaining half it executed as similar to the previous half.

Figure8: Example Lean Concrete Pouring

Figure9: Example Wall Form-Work Installation

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Figure10: Example Concrete Base Slab Pouring

Figure11: Example Curing of Concrete

Step 5: Backfill Work

Backfill materials

Structural backfilling materials shall be free from vegetable matter and

other deleterious substance.

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Materials excavated and stocked in the stockyard may be used for

backfilling with suitable gradation of the materials and shall be approved

by the Owner’s authority in advance. Compaction work

- Finishing embankment and slope: Embankment slope will be trimmed

and shaped to the required slope and density by suitable tool. The

surface of fill embankment slope shall be smooth, free from crack

meeting the requirements shown on drawings or as instructed by

the Engineer.

- Inspection and acceptance work will be executed following the sequence.

- Inspect elevator of fill embankment by level machine.

- Inspect geometrical dimension by steel tape.

- Inspect smoothness by 3m straight edge.

- Inspect density on site.

- Prior to construction on the large scale, the Contractor will perform a

trail section with the length of approximately 100m. The result of trail

section to be submitted to the Engineer are included:

- Construction equipment.

- Design of rolling diagram, rolling sequence: Rolling speed of

various stages, number of passes on one point with the moisture for trail

section.

- Test result of density attained with the designed rolling diagram for

material used.

- The parameters attained from the trial section, if satisfied the

requirement, will be applied to construct on a large scale on site.

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Figure 12: Backfill Materials

Figure13: Example Backfill

Figure14: Backfill and Compaction

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6. Safety and security program

Health and Safety poster and/or instructions will be made available and

be visible at construction site;

First aid facilities will be provided and appropriate located at the

construction site;

Ambulance will be contacted in case of accident or health emergency;

Safe water will be provided for personnel use at construction site;

Fire-fighting equipment will be provided;

Provide safety equipment such as safety boots, helmets, gloves,

protective clothes, mask, goggles, etc. must be worn as required by

work.

In case of identifying dangerous or potentially dangerous arising or

occurring during the performance of the work, the work will be

immediately suspended and will be reported to the employer’s representative;

24 hours/7 days’ security will be provided for the construction site.

7. Quality assurance program

All personnel executing the work will be instructed to strictly follow the work

procedure, drawings and specification set forth in the contract and scope of work;

Site manager will closely monitor every step of work execution to ensure good

workmanship and work quality;

Any doubt arises relating to method, drawings or work procedure, the contractor

will immediately contact to employer representative or engineer to clarify the doubt

to void potential mistake of the work;

Quality of the work and workmanship of each step of the work executed will be

checked by contractor’s site engineer, employer’s engineer and committee to

ensure correct quality;

When there is defection of quality of work or workmanship, the root cause will be

investigated and appropriate corrective measure will be applied.

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Item Hierarchy of Documents Approving Authority 1 Concession Agreement GOL 2 NNP1 EIA/ESMMP GOL

3 ESMMP-CP GOL

4 Contractors EMP NNP1 5 SS ESMMP NNP1

Part II. SITE SPECIFIC ENVIRONMENTAL AND SOCIAL MANAGEMENT AND MONITORING PLAN (SS-ESMMP)

8. Introduction

This Site Specific Plan has been prepared to highlight environmental and social

conditions prior to the beginning of each construction activity and will be used as a

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 the construction or excavation works.

This site specific plan will cover environmental and social mitigations related to the

construction of Intake until completion of the work.

Table below shows the referential linkages of documents regarding environmental

matters in the NNP1PC Project. The Owners (NNP1) documents use references

and information from the Concession Agreement. This SS ESMMP (Contractor) uses

references and information from Owners EIA/ESMMP and Owners ESMMP-CP.

Table 1: List of Main Documents and Approving Authority

The Contractor documents are; Contractors EMP (Item 4) and SS ESMMP (Item5)

which have used applicable information extracted from the Owners documents

which are Concession Agreement (Item 1), NNP1 EIA/EMMP (Item 2) and ESMMP-

CP (Item 3).

All obligations of the contractor are stated in the Contract and is the only governing

document for the Contractor.

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9. Environmental and Social Pre-Construction Description

Land use in the area to be Mount Intake construction was mainly used for irrigation

system for agriculture practice which include shifting cultivation and seasonal

cropping: rain -fed rice, corn and other cash crops. Recently, the land was

compensated and there were less agriculture practice and the land was covered by

forest.

The closest village to the project site is Ban Hatxaykham, about 3 km to the east of

Intake Mount construction area. There will be no record of PCR sites within the

vicinity of the Intake Mount construction site.

Table below is a checklist used to assess pre-development work description of the

detailed Mount Intake construction of 1 ha, this checklist will be used to determine

what sub-plan will be used.

Table-2: Environmental Assessment Checklist - for Pre Construction

Site Location Intake Mount Construction at HSRA

GPS Coordination X=349280.926; Y=20602335.711

Date 16 November 2016

Estimated Area 1 ha

Prepared By Mr. Phonglamphanh LOTKHAMNGA

Checked By Mr Khambai PHANTHAVONG Site Description

The site was covered by young vegetation, mostly 3 years’ old fallow and bamboo forest.

Item Yes No Description

Will the site require UXO clearance?

X

UXO clearance has been conducted before by NNP1 before Intake Mount Construction

Is there surface water located in close proximity to the site?

X

Nam Ngiep River is approx. 2,500m from the construction site.

Is there a village or community located in close proximity to the site?

X

Ban Hatxaykham is approx. 3 km from the construction site

Is the site located in a vegetated area?

X

Bamboo forest is the main vegetation cover of the construction site

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Is the site located in agricultural land?

X

Some agricultural areas remain around the survey area. The land was compensated by NNP1PC

Are there any PCR sites in the area?

X

No PCR have been recorded in the construction site area.

Is there an existing access road to the site

X

The site can be accessed through the road to Houay Soup Lanfill Can the site be viewed from

public viewpoints? X The site cannot be viewed from the public

Is the site located within an existing Construction Area?

X No construction existed

Will the site development require the construction of a sub-camp, office and storage? (if yes, provide a list)

X

Yes, worker camp and relevant facilities shall be constructed

Other Comments:

Environmental Impacts

Likelihood (Yes/No

)

Mitigation measure to be

Implemente Will the site development result in increased dust generation at near-by villages?

No

In it unlikely to cause dust impact from the construction activities because the closest village is about 3 Km from the construction site.

Will the site development result in increased noise generation at nearby villages?

No

No close approximate community

Will the site development result in surface water contamination?

Yes

Provide sanitation facilities

/toilets with septic tanks with

sufficient capacity to handle

and treat domestic wastewater

generated by workers.

Will site development result in changes to drainage patterns?

Yes

Any seasonal drainage shall be avoid as much as reasonable

Will construction activities result in erosion?

Yes

Intake mount construction will follow strictly the work specifications and environmental mitigation measures

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Will vegetation clearing be required?

Yes

Bush and bamboo forest shall be cleared within the specified boundary

Will the site be setting up hazardous components? (storage and workshop)

Yes

Only small amount of oils products of between 2-4 m3 in total (petrol, hydraulic oil, engine oil will be stored at the camp site oil storage with impermeable flooring, away from rain.

Will the site generate waste?

Yes

Sufficient waste bins will be placed around the construction site. A main collection point should be designated with all waste separated into general/ recycle/ hazardous/

Table below identifies the relevant list of Sub Plans required for Intake

Mount. The Sub Plans were selected after a review of the following:

Detailed Works Program (DWP)

Pre-survey work assessment (Table 2 Environmental Checklist)

NNP1 EIA and ESMMPs

Table-3: Relevant Sub Plans for Detailed for Construction of Intake Mount

Sub-Plan Item Environmental Social

SP01 Erosion and Sediment Control X -

SP02 Water Availability and Pollution Control X -

SP03 Emission and Dust Control X -

SP04 Noise and Vibration X

SP05 Waste Management X -

SP06 Hazardous Material Management X -

SP07 Vegetation Clearing X -

SP08 Landscaping and Re-vegetation X -

SP09 Biodiversity Management X -

SP10 Spoil Disposal - -

SP13 Construction of Work Camps X -

SP14 Traffic and Access - X

SP15 Training and Awareness - X

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SP16 Project Personnel Health Program - X

SP17 Emergency Preparedness X

SP18 Cultural Resource X

Detailed descriptions are found in the relevant sections relating to Environmental or

Social Management and Monitoring Plans.

10. Sub-Plan Detail for Intake Mount Construction- Environmental

All Sub-Plans in this section refer to construction activities unless otherwise

mentioned.

SP-01 Erosion and Sediment Control

An open ditch will be installed around the camp to collect and divert run-off;

Initial erosion and sediment controls, such as se dement ponds shall be

installed prior to or as early a s possible after t h e commencement of

vegetation clearance / earthworks;

Areas within the construction areas which is not required to be disturbed

by construction activities will be maintained in their existing condition.

SP-02 Water Availability and Pollution Control

Oil storage with impermeable flooring shall be set up at camp site away from rain

for small amount of oil products of less than 5 m3,

Implementation of solid and septic system waste, management systems,

such as proper location, containment and construction worker camp trash,

and appropriate location (at least 30 m from drainage courses or other sensitive

areas) and containment of septic systems;

The contractors shall provide sanitation facilities /toilets with septic tanks with

sufficient capacity, waste sludge from septic tanks shall be pumped that treated

at approved site at spoil 6 by following the owner’s procedures for black water disposal.

SP-03 Emission and Dust Control

Speed limits (30 km/h or less) will be imposed at time of mobilizing machine to

minimize dust;

The burning of cleared vegetation shall be done on site and only take place

under the following conditions:

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

fire protection officer;

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Tel:+856-21-262276

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24

(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.

SP-05 Waste Management

Solid waste must be separated, collected and kept at existing worker camps

until disposal area is available.

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 survey 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 to be re-used, re-processed or recycled will be

disposed at a facility approved to receive that type of waste;

Waste will be stored in appropriate facilities (e.g. bins, stockpiles), with

hazardous waste stored away from streams and rivers in secure areas;

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

birds and animals.

SP-06 Hazardous Material Management

All chemicals and waste considered as potentially hazardous materials will be

registered in order to follow up type, quantities stored, quantities used or

generated;

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

of equipment will be enforced;

All re-fueling of machinery will be undertaken by a service vehicle, with

appropriate safeguards and protection measures to prevent any spillage 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 when river 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

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25

works, within an enclosed and covered secure area that has an

impervious floor and impervious bund around it (with capacity at least 120% of

the total capacity of the tanks). The storage area will be located away from

watercourses, flood-prone areas, accommodations, and danger areas.

The hazardous materials and chemical used in the construction shall be

separated and kept in a suitable storage and the Material Safety Data Sheet

(MSDS) shall be in place;

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 immediate clean up.

SP-07 Vegetation Clearing

Vegetation mainly young fallow and bamboo forest has to be cleared for area to

be developed as Intake Mount;

Cleared biomass, bush will be piled at the center of the intake alignment. The

small size of vegetable will be burned in separated pile with 10 meters’ distance

for each pile. If larger size of vegetable identified such as tree branch. The

contractor will consult with client or community for proper utilization;

If there are value trees found in the clearing area, PoNRE of Bolikhamxay

district and province shall be informed for removal permission;

Clearing outside the Intake Mount Boundary is prohibited.

SP-13 Construction Work Camps

A temporary worker camp will be established for Intake Mount construction.

Layout can be referred to Figure 1-5 in the Detailed Work Program. Layout for

temporary camp includes:

1) Temporary staff camp

2) Kitchen

3) Temporally storage for equipment

4) Wash room

5) Fuel station

6) Toilet

7) Waste sump

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Mob: +856-20-55560600


26

Grey/Black Water Treatment System (SP02 Water Availability and

Pollution Control):

Kitchen and washrooms will have waste water retaining pond installed at

discharge points.

Septic tanks will be installed as part of each toilet facility, these will be

closed systems, with no effluent being discharged into the environment.

Site Drainage (SP01 Erosion and Sediment Control):

The worker camp will be surrounded by an open ditch, which will collect rain

water runoff and treated waste water from kitchens and washrooms. All will

drain into a sediment pond before being discharged.

Covered drains from kitchens and bathroom discharge should be

considered, as odors can be significantly reduced.

Waste Collection (SP05 Waste Management):

Waste bins will be distributed around the camp site at main locations such

as; kitchen and lunch areas, accommodation building and wash rooms.

A minimum of two bins will be provided for each location; (1) recycling

(2) general waste. A central point will then be used to collect all waste for

later disposal at landfill.

Dumping of waste into watercourses, agricultural land

and surrounding areas is highly prohibited.

Workshop/Hazardous Storage Area (SP06 Hazardous

Material Management)

The workshop and hazardous storage areas need to be undercover and

should include adequate flooring and roofing. Hazardous storage areas will

have concrete or similar flooring with bundling to minimize the risk of

spillage. All items will be accompanied with relevant documents or MSDS.

11. Sub-Plan Detail for Intake Mount Construction- Social

SP-04 Noise and Vibration Control

Stationary noise sources (e.g. generators) that generate noise levels well above

background levels (i.e. 45 db(A) and above) shall be set back as far as possible

from main construction areas;

The sitting of noisy activities and equipment shall consider natural buffers (e.g.

hills) and/or the potential to install barriers around the source to reduce noise

levels at nearby receptor sites where sitting options exist;

All Construction Workers will wear necessary PPE when on site and while

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27

operating heavy machinery.

SP-14 Traffic and Access

Employ flag persons to control traffic when mobilizing of machines into or

leaving the work area to guide vehicles to regulate traffic movements, and to

lead traffic 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 of temporary signals or flag controls,

adequate lighting, fencing, signage and road diversions, traffic cones, and

barricades to alert vehicle and pedestrian traffic of potential hazards including

lane closures, equipment use or crossing areas, and excavations.;

Safety issues and regulations regarding traffic and site access will be included in

the training plan for construction personnel (refer to SP16);

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

cover their loads;

Speed limits will be 30km/h outside villages and 10km/h in the vicinity of each

village.

SP-15 Training and Awareness

All new employees will be required to complete Induction Training from NNP1

prior to commencing any work on site;

In this training, the Contractor will highlight site regulation/rule, and safety

&environmental issue especially waste management, hazardous material and

waste management & spill responses and wildlife conservation.

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

on request;

Monthly safety mass meetings will be conducted with all employees, and will

cover all relevant health and safety issues on site;

Weekly meetings are also conducted to bring further awareness to

environmental health and safety issues.

SP-16 Project Personnel Health Program

Health and safety related posters covering; disease, drug use, waste disposal,

PPE, use of toilet facilities and site rules will be provided in visible locations

around the construction site;

First aid kits will be provided and will be appropriately located at the

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Tel:+856-21-262276

Mob: +856-20-55560600


28

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:

i. Effective s torm water dra inage systems implemented to

avo id stagnant water;

ii. Storm water drains and borrow pits will be kept free of vegetation;

iii. Minimizing the presence stagnant water within containers and other

pools of water;

iv. 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 for mosquitoes.

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; Wastewater emanating from worker’s camps, construction camps and other

project- related activities and facilities will be treated according

to Lao National Regulations;

Ensure proper collection and disposal of solid wastes within the

workers’/construction camps consistent with local regulations; Provide fire-fighting equipment at the work areas;

Appropriate safety equipment such as safety boots, helmets, gloves, protective

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

required.

SP-17 Emergency Preparedness

Emergency response procedures, emergency contact numbers and

communication and reporting procedures will be clearly displayed and each

staff always carry it;

Hazardous materials will be stored in the permitted area only and according to

the instruction by the authorities;

Facilities and equipment for firefighting shall be prepared for the construction

site (locations of fire extinguishers, smoke detectors emergency exits and

assembly areas will have detailed separately in the architectural design

reports);

Hazardous materials will be stored on-site with the MSDS in

accordance with the requirements of SP06;

In the event of a spill of any hazardous materials, work will be ceased in the

immediate vicinity and the area will be cleared of all construction personnel

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Mob: +856-20-55560600


29

except those involved in the clean-up activities, if necessary;

In the event of a spill of any hazardous material, the following response

hierarchy will apply and will be used at development of the detailed emergency

response procedures:

i. Seek medical attention for any injured personnel;

ii. Prevent further injury to personnel;

iii. Prevent environmental damage;

iv. Clean-up spill;

v. Remediate area of spill;

vi. Complete reposting requirements.

At each construction site, information on emergency response

procedures, including fire prevention, emergency contact numbers and

communication procedures will be clearly displayed on notice boards;

All construction workers should be trained in basic emergency response

procedures including communication and reposting procedures to be

implemented in case of an emergency situation;

In the event of a personnel emergency implement the Emergency

Response Procedure. All staff will be made aware of the procedure during

project induction;

The communication processes will include the following information in relation to

accidental releases or spills:

i. Location of spill;

ii. Nature of material spilt;

iii. Amount of material spilt;

iv. Clean-up processes to be implemented;

v. Any injuries to personnel;

vi. Need for emergency or external assistant;

vii. 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

preventive actions and emergency 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 for incidents that may arise as a result of flash flooding for example

machinery being dislodged or landslip;

Include clearly marked exclusion barriers around hazardous areas around

construction site required to exclude access from non-working staff and the

public.

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Mob: +856-20-55560600


30

SP-18 Cultural Resources

If the Contractor is to find any new physical or cultural resources during

construction activities, the Contractor shall stop the works and inform the Owner

immediately and follow the Chance Find Procedures outlined below.

The Environmental mitigation plan will be changed and revised in

accordance with the occurrence of adverse impact to the surrounding

environment and social environment and the Owner’s comments.

Chance Find Procedures

Objectives of Chance Find Procedures are to; (a) minimize impacts to resources

from all NNP1 related activities and (b) to ensure that any artifacts

uncovered are appropriately recorded, documented and reported to the

appropriate line agencies.

If any fossil or cultural item of significance is found the Contractor will

promptly give notice to the owner. This follows the guidelines stated in the

Civil Works Contract “CWC” Clause 4.25 regarding Fossil and Artifacts. The

Contractor will work with Owner to ensure safe removal of the artifacts, as

directed by the Owner who will implement Chance Finds Procedures with a

variation order.

Chance Find Procedures mentioned in the Contractors SSESMMP, Sub-Plan for

Civil Works contract, “18: Cultural Resources” also states the following steps

will be implemented in the event that previously unidentified artifacts are

identified:

(i) The contractor shall immediately cease the construction of the Intake

Mount at Houysoup resettlement area where artifacts/archaeological

finds are unearthed and immediately inform NNP1

Site Manager;

(ii) The Owner w i l l consult t h e Head o f Village a n d Culture a n d

Tourism

Administration Office to obtain advice regarding the next steps.

The contractor to recommence work only after the Culture and Tourism

Office has provided official notification accordingly.

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Tel:+856-21-262276

Mob: +856-20-55560600


31

Appendix

1. Intake Mount Construction Work Location

2 . Working Drawing

3. Work Schedule

4. Organizational Chart

5. Emergency Action Plan

6. Construction Machines

7. Equipment and Materials

8. Environmental Management Active Table

9. Code of Conducts

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Tel:+856-21-262276

Mob: +856-20-55560600


0

Appendix 1: Intake Mount Construction Work Location

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Tel:+856-21-262276

Mob: +856-20-55560600


0

Appendix 2: Work Drawing

tel:+856-21-262276





Tel:+856-21-262276

Mob: +856-20-55560600


1

tel:+856-21-262276





Tel:+856-21-262276

Mob: +856-20-55560600


2

tel:+856-21-262276





Tel:+856-21-262276

Mob: +856-20-55560600


3

tel:+856-21-262276





Tel:+856-21-262276

Mob: +856-20-55560600


4

tel:+856-21-262276





Tel:+856-21-262276

Mob: +856-20-55560600


5

Appendix 3: Work schedule

tel:+856-21-262276





Tel:+856-21-262276

Mob: +856-20-55560600


6

tel:+856-21-262276





Tel:+856-21-262276

Mob: +856-20-55560600


7

tel:+856-21-262276





Tel:+856-21-262276

Mob: +856-20-55560600


8

tel:+856-21-262276





Tel:+856-21-262276

Mob: +856-20-55560600


9

Appendix 4: Organization Chart of Mount Intake Construction Team

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Tel:+856-21-262276

Mob: +856-20-55560600


10

List of key Staff for Field Work

No. Name

Qualification &

Professional Skill

Professional

Experience, Position

1 Mr. Phonglamphan

Lotkhamnga

Senior Irrigation

Construction Engineer

16 years Project Manager in

Irrigation Construction

2 Mr. Bruce Jin Ming Eng Civil Engineer 10 years International Relation

3 Mrs.Khammanh

Sengdoungded

Administrator 9 years Legal Advisor

4 Mr. Kaiseng

Dethongthip

Civil Engineer 7 years Construction Shop

drawing and site measurement

5 Mr. Bounsy Khodpangna

Irrigation Construction

Engineer

7 years Construction Supervision Engineer

6 Mr. Kongsy Douangmany

Senior Road Construction

Engineer

11 years Road/Bridge Unit

7 Mr. Baikham Outhaiyavong

Mechanical Engineer

17 years Mechanical Engineer

8 Mr. Haikham

Outhaiyavong

Senior Mechanic 6 years Machineries Work Shop

and Spare Parts

9 Mr. Johnny Onnavong Road & Bridge

Engineer

11 years Construction Engineer

10 Mr.Khamsay Seangonkeo

Irrigation Engineer

Senior Surveyor

21years Site survey and measurement

11 Mr. Khaothavisay

Lovanxay

Building Engineer

20 years Site construction Surveyor

12 Mr. Khavee

Phongsesatanak

Road & Bridge

Engineer

6 years construction Engineer

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Tel:+856-21-262276

Mob: +856-20-55560600


11

Appendix 5: Emergency Action Plan

In Case of

Accident

- Take necessary measure

- Send injured person to

nearest hospital

- Urgent countermeasure

- Inform the accident to

authorities

- Record the accident

SMO Manager

054 280 168

Project Manager

Mr. Phonglamphanh

Lotkhamnga 020

55560600

Bolikhamxay Hospital

054 212 154, 054 212 009

Site Engineer

Umbulance

054 212 149, 020

Paksan Police

054 280 190, 054 212 256

EDL

054 280 308

Village Chef

Hatsaykham Mr.

Phonsysong

Dept. of Environment

054 790 836

Accident Report

INFRA - Engineers

EMO-Staffs

tel:+856-21-262276





Tel:+856-21-262276

Mob: +856-20-55560600


12

Appendix 6: Construction Machines

Item

Description

Make

Year of

used

Condition

%

Number

available

Owner,

Leased or

To be

purchased

VEHICLE AND MACHINERIES

01 Pick Up 01 TOYOTA FORTUNER 2014 98 1 Own

02 Pick Up 02 TOYOTA FORTUNER 2014 98 1 Own

03 Pick Up 03 TOYOTA VIGO 4WD 2014 80 1 Own

06 Pick Up 04 ISUZU D max 4WD 2013 90 1 Own

07 Backhoe KOBELCO SK200 2010 90 1 Own

08 Backhoe KOMATSU PC200 2008 80 1 Own

09 Backhoe CAT 320D 2008 90 1 Own

10 Grader Komatsu GD605A 2008 75 1 Own

11 Vibrator Sakai 2009 90 1 Own

12 Dump Trucks ISUZU

(8-10cu.m)

2009 85 3 Own

13 Dump Trucks Mitsubishi 2004 80 1 Own

14 Water Tankers Hino KR 2002 75 1 Own

15 Crane Trucks 2006 75 1 Own

16 18 Wheel Tailor Truck 2008 95 1 Own

EQUIPMENT:

1 Concrete Mixers 2010 95 4 Own

2 Water Pumps 2010 95 3 Own

3 Survey Equipment 2011 97 6 Own

4 Electric Generator 200Kwa 2014 98 2 Own

5 Steel Bar bender Machine 2014 95 1 Own

6

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13

Type of Equipment

Pick up PU -02

Equipment Information

Name of Manufacturer TOYOTA FORTUNER

Model and Power ratting 4WD

Capacity: 3000cc

Year of Manufacture: 2014

Current Status Current Location: SIVILAY Village, XAYTHANY District, Vientiane Capital

Details of current commitment:

Source Indicate source of Equipment:

Owner Rented Leased Specially manufactured

Omit the following information for equipment owned by the bidder.

Owner Name of owner:

KCP Construction Co., Ltd.

Address of Owner: Road 13th South, Anousonexay Village, Paksan District, Bolikhamxay Province.

Tel: +856-21-262276;

Mobile: +856-20-28910287

Contact name:

Mr. Suvit Tangchongrath

Fax: Email: [email protected]

Agreements Detail of rental /lease /manufacture agreement specific to the project.

Type of Equipment

tel:+856-21-262276





Tel:+856-21-262276

Mob: +856-20-55560600


14

Pick up PU -03


Name of Manufacturer TOYOTA HILUX VIGO


Capacity: 2800cc




Source Indicate source of Equipment: Owner Rented Leased Specially manufactured


Owner Name of owner: KCP Construction Co., Ltd.


Tel: +856-21-262276;

Mobile: +856-20-28910287

Contact name:




Type of Equipment

tel:+856-21-262276





Tel:+856-21-262276

Mob: +856-20-55560600


15

Pick up PU -04


Name of Manufacturer ISUZU Dmax


Capacity: 2500cc








Tel: +856-21-262276;

Mobile: +856-20-28910287

Contact name:




Type of Equipment

tel:+856-21-262276





Tel:+856-21-262276

Mob: +856-20-55560600


16

Backhoe -01


Name of Manufacturer KOBELCO

Model and Power ratting SK200

Capacity: SK200







Owner Name of owner:

KCP Construction Co., Ltd.


Tel: +856-21-262276;

Mobile: +856-20-28910287

Contact name:




Type of Equipment

tel:+856-21-262276





Tel:+856-21-262276

Mob: +856-20-55560600


17

Backhoe -02


Name of Manufacturer KOMATSU

Model and Power ratting PC 200

Capacity: PC200









Tel: +856-21-262276;

Mobile: +856-20-28910287

Contact name:




Type of Equipment

tel:+856-21-262276





Tel:+856-21-262276

Mob: +856-20-55560600


18

Backhoe-03


Name of Manufacturer CAT

Model and Power ratting 320D

Capacity: 320D



Details of current commitment: *





Tel: +856-21-262276;

Mobile: +856-20-28910287

Contact name:




Type of Equipment

tel:+856-21-262276





Tel:+856-21-262276

Mob: +856-20-55560600


19

Grader


Name of Manufacturer Komatsu

Model and Power ratting GD605A

Capacity: GD605A








Tel: +856-21-262276;

Mobile: +856-20-28910287

Contact name:




Type of Equipment

tel:+856-21-262276





Tel:+856-21-262276

Mob: +856-20-55560600


20

Vibrator


Name of Manufacturer SAKIA

Model and Power ratting

Capacity:








Tel: +856-21-262276;

Mobile: +856-20-28910287

Contact name:




Type of Equipment

tel:+856-21-262276





Tel:+856-21-262276

Mob: +856-20-55560600


21

Dump Trucks 01


Name of Manufacturer HINO


Capacity: 12-17 cu.m








Tel: +856-21-262276;

Mobile: +856-20-28910287

Contact name:




Type of Equipment

tel:+856-21-262276





Tel:+856-21-262276

Mob: +856-20-55560600


22

Dump Trucks 02


Name of Manufacturer MITSUBISHI


Capacity: 10 cu.m








Tel: +856-21-262276;

Mobile: +856-20-28910287

Contact name:




Type of Equipment

tel:+856-21-262276





Tel:+856-21-262276

Mob: +856-20-55560600


23

Dump Trucks 03


Name of Manufacturer ISUZU


Capacity: 10-17 cu.m








Tel: +856-21-262276;

Mobile: +856-20-28910287

Contact name:




Type of Equipment

tel:+856-21-262276





Tel:+856-21-262276

Mob: +856-20-55560600


24

18 wheels Tailor trucks




Capacity: 35 Tons








Tel: +856-21-262276;

Mobile: +856-20-28910287

Contact name:




Type of Equipment

tel:+856-21-262276





Tel:+856-21-262276

Mob: +856-20-55560600


25

Crane Trucks


Name of Manufacturer


Capacity: 2800cc









Tel: +856-21-262276;

Mobile: +856-20-28910287

Contact name:




Type of Equipment

tel:+856-21-262276





Tel:+856-21-262276

Mob: +856-20-55560600


26

Water Tanker Truck


Name of Manufacturer NISSAN


Capacity: 10,000 liters








Tel: +856-21-262276;

Mobile: +856-20-28910287

Contact name:




Type of Equipment

tel:+856-21-262276





Tel:+856-21-262276

Mob: +856-20-55560600


27

Dump Trucks 05




Capacity:

Year of Manufacture:







Tel: +856-21-262276;

Mobile: +856-20-28910287

Contact name:




Type of Equipment

tel:+856-21-262276





Tel:+856-21-262276

Mob: +856-20-55560600


28

Concrete Mixers


Name of Manufacturer China


Capacity: 1 cu.m








Tel: +856-21-262276;

Mobile: +856-20-28910287

Contact name:




Type of Equipment

tel:+856-21-262276





Tel:+856-21-262276

Mob: +856-20-55560600


29

Electric Generator


Name of Manufacturer Perkins Generator

Model and Power ratting 1106A-70TAG3

Capacity: 200kVA 160kW









Tel: +856-21-262276;

Mobile: +856-20-28910287

Contact name:




Type of Equipment

Survey Measure

tel:+856-21-262276





Tel:+856-21-262276

Mob: +856-20-55560600


30


Name of Manufacturer TOPCON

Model and Power ratting Automatic Leveling

Capacity:








Tel: +856-21-262276;

Mobile: +856-20-28910287

Contact name:




Type of Equipment

Steel bar bending Machine

tel:+856-21-262276





Tel:+856-21-262276

Mob: +856-20-55560600


31


Name of Manufacturer KARACHI

Model and Power ratting None*

Capacity: 40mm








Tel: +856-21-262276;

Mobile: +856-20-28910287

Contact name:




Type of Equipment

Water Pump Machine

tel:+856-21-262276





Tel:+856-21-262276

Mob: +856-20-55560600


32

Appendix 7: Equipment and materials


Name of Manufacturer KUBOTA

Model and Power ratting RK70 7.0 HP

Capacity: NS-100 Centrifugal Pump 4" inlet/outlet








Tel: +856-21-262276;

Mobile: +856-20-28910287

Contact name:




tel:+856-21-262276





Tel:+856-21-262276

Mob: +856-20-55560600


33

Equipment

1 GPS Devices Gamin 2013 1 None

2 Talkie Devices Kenwood 2013 4 None

3 Laptop Dell 2016 1 None

Survey equipment: Topcon Total Station

GPS Device: Garmin GPSmap 62s

Communication device: Talkie Walkie

Kenwood

tel:+856-21-262276





Tel:+856-21-262276

Mob: +856-20-55560600


64

Appendix 8: Environmental Management Activity Table

Sub-Plan Item Monitoring

Method

Monitoring

Frequency

On-site implementation

SP-01

Erosion and

Sediment

Control

Visual

Routine

An open ditch will be installed around the camp to collect and divert run-off;

Initial erosion and sediment controls, such as sediment ponds shall be installed prior to or as ea r l y a s

po s s i b l e after t h e c o m m en c em en t of vegetat ion clearance /earthworks;

Areas within the construction areas which is not required to be disturbed by construction activities will be

maintained in their existing condition.

SP-02

Water Availability

and Pollution Control

Visual

Routine

Oil yard or workshop will have impermeable flooring;

Implementation of solid and septic system waste, management systems, such as proper location, containment

and construction worker camp trash, and appropriate location (at least 30 m from drainage courses or other

sensitive areas) and containment of septic systems;

The contractors shall provide sanitation facilities/toilets with septic tanks with sufficient

capacity to handle and treat domestic wastewater generated by workers.

SP-03

Emission and Dust

Control

Visual /

Verbal

Each time

Speed limits (30 km/h or less) will be imposed at time of mobilizing machine to minimize dust;

The burning of cleared vegetation shall be done on site and only take place under the following 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.

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SP-05

Waste management

Visual

Routine

Solid waste must be separated, collected and kept at existing worker camps until disposal area is available.

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 survey 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 to be re-used, re-processed or

recycled will be disposed at a facility approved to receive that type of waste;

Waste will be stored in appropriate facilities (e.g. bins, stockpiles), with hazardous waste stored away from

streams and rivers in secure areas;

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

SP-06

Hazardous

materials

management

Visual

Routine

All chemicals and waste considered as potentially hazardous materials will be registered in order to follow

up type, quantities stored, quantities used or generated;

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

All re-fueling of machinery will be undertaken by a service vehicle, with appropriate safeguards and protection

measures to prevent any spillage 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 and impervious bund around it (with capacity at least 120% of

the total capacity of the tanks). The storage area will be located away from watercourses, flood -

Before paddy field construction start, vegetation has to be cleared for area to be developed as paddy field;

Biomass, trees and bush cleared will be piled at the center of rice field area. The small size of vegetable will be

burned in separated pile with 10 meters’ distance for each pile. For the larger size of vegetable such as tree

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SP-12 Unexploded

Ordinance

(UXO) Survey and

Disposal

Visual

Routine

The survey area site has already been surveyed and cleared by NNP1 prior to the paddy field development;

SP-13 Construction Work

Camps Visual

Routine

A temporary worker camp will be established during the paddy field development on site. Layout can be referred

to in appendix 5. Layout for temporary camp includes:

Temporary staff camp

Kitchen

Temporally storage for equipment

Wash room

Fuel station

Toilet

Waste sump

Grey/Black Water Treatment System (SP02 Water Availability and Pollution Control):

Kitchen and washrooms will have waste water treatment systems installed at discharge points.

Septic tanks will be installed as part of each toilet facility, these will be closed systems, with no

effluent being discharged into the environment.

Site Drainage (SP01 Erosion and Sediment Control):

The worker camp will be surrounded by an open ditch, which will collect rain water runoff and treated

waste water from kitchens and washrooms. All will drain into a sediment pond before being discharged

and covered drains from kitchens and bathroom discharge should be considered, as odors can be

significantly reduced.

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SP-13 Construction Work

Camps Visual

Routine

Waste Collection (SP05 Waste Management):

Waste bins will be distributed around the camp site at main locations such as; kitchen and lunch areas,

accommodation building and wash rooms.

A minimum of two bins will be provided for each location; (1) recycling (2) general waste. A central

point will then be used to collect all waste for later disposal at landfill.

Dumping of waste into watercourses, agricultural land and surrounding areas is highly prohibited.

Workshop/Hazardous Storage Area (SP06 Hazardous Material Management):

The workshop and hazardous storage areas need to be undercover and should include adequate flooring

and roofing. Hazardous storage areas will have concrete or similar flooring with bundling to minimize the

risk of spillage. All items will be accompanied with relevant documents or MSDS.

SP-04 Noise and Vibration

Control

Visual

Each time

Stationary noise sources (e.g. generators) that generate noise levels well above background levels (i.e. 45 db(A)

and above) shall be set back as far as possible from main construction areas;

The sitting of noisy activities and equipment shall consider natural buffers (e.g. hills) and/or the potential to

install barriers around the source to reduce noise levels at nearby receptor sites where sitting options exist;

All Construction Workers will wear necessary PPE when on site and while operating heavy machinery.

SP-4

Traffic and Access

Visual

Routine

Employ flag persons to control traffic when mobilizing of machines into or leaving the work area to guide vehicles

to regulate traffic movements, and to lead traffic 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 of temporary signals or flag controls, adequate lighting,

fencing, signage and road diversions, traffic cones, and barricades to alert vehicle and pedestrian traffic of

potential hazards including lane closures, equipment use or crossing areas, and excavations.;

Safety issues and regulations regarding traffic and site access will be included in the training plan for construction

personnel (refer to SP16);

To reduce materials falling onto the road, trucks may use tarpaulins or sheets to cover their loads;

Speed limits will be 30km/h outside villages and 10km/h in the vicinity of each villages.

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SP-15

Training and

Awareness

Visual

Routine

All new employees will be required to complete Induction Training from OC/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 on request;

Monthly safety mass meetings will be conducted with all employees, and will cover all relevant health and safety

issues on site;

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

SP-16

Project health

Personnel Program

Visual

Routine

Health and safety related posters covering; disease, drug use, waste disposal,

PPE, use of toilet facilities and site rules will be provided in visible locations around the construction 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:

i. Effective storm water drainage systems implemented to avoid stagnant water;

ii. Storm water drains and borrow pits will be kept free of vegetation;

iii. Minimizing the presence stagnant water within containers and other pools of water;

iv. 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 for mosquitoes.

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SP-16

Project health

Personnel Program

Visual

Routine

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; Wastewater emanating from worker’s camps, construction camps and other project- related activities and

facilities will be treated according to Lao National

Regulations;

Ensure proper collection and disposal of solid wastes within the workers’/construction camps consistent with local

regulations;

Provide fire-fighting equipment at the work areas;

Appropriate safety equipment such as safety boots, helmets, gloves, protective clothes, breathing mask, goggles,

ear protection, etc. must be worn when required.

SP-17

Emergency

Preparedness Emergency

Preparedness

Visual Visual

Routine Routine

Emergency response procedures, emergency contact numbers and communication and reporting procedures will

be clearly displayed and each staff always carry it;

Hazardous materials will be stored in the permitted area only and according to the

instruction by the authorities;

Facilities and equipment for firefighting shall be prepared for the construction site (locations of fire extinguishers,

smoke detectors, emergency exits and assembly areas will have detailed separately in the architectural design

reports);

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

In the event of a spill of any hazardous materials, work will be ceased in the immediate vicinity and the area will

be cleared of all construction personnel except those involved in the clean-up activities, if necessary;

In the event of a spill of any hazardous material, the following response hierarchy will apply and will be used at

development of the detailed emergency response procedures:

i. Seek medical attention for any injured personnel;

ii. Prevent further injury to personnel;

iii. Prevent environmental damage;

iv. Clean-up spill;

v. Remediate area of spill;

vi. Complete reposting requirements.

At each construction site, information on emergency response procedures, including fire prevention, emergency

contact numbers and communication procedures will be clearly displayed on notice boards;

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All construction workers should be trained in basic emergency response procedures including communication and

reposting procedures to be implemented in case of an emergency situation;

In the event of a personnel emergency implement the Emergency Response

Procedure. All staff will be made aware of the procedure during project induction;

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

i. Location of spill;

ii. Nature of material spilt;

iii. Amount of material spilt;

iv. Clean-up processes to be implemented;

v. Any injuries to personnel;

vi. Need for emergency or external assistant;

vii. Any safety/evacuation requirements to be implemented on the construction site. SP-17

Emergency

Preparedness

Visual

Routine

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 preventive actions and emergency 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 for incidents that may arise as a result of flash flooding for example

machinery being dislodged or landslip;

Include clearly marked exclusion barriers around hazardous areas around construction site required to

exclude access from non-working staff and the public.

SP-18

Cultural Resources

Visual

Routine

If the Contractor is to find any new physical or cultural resources during construction activities, the Contractor

shall stop the works and inform the Owner immediately and follow the Chance Find Procedures outlined below;

The Environmental mitigation plan will be changed and revised in accordance with the occurrence of adverse

impact to the surrounding environment and social environment and the Owner’s comments.

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Appendix 9: Code of Conducts of NNP1PC

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Environmental Management Office (EMO)

Environment and Social Department (ESD)

Page 1 of 10

DRAFT Guideline on the Preparation of a Preliminary Site Decommissioning

1. Introduction:

A Preliminary Site Decommissioning Plan must be filled out during the submission of a Site Specific Environmental and Social Monitoring and

Management Plan (SS-ESMMP) by the Contractor and revised for NNP1PC review and approval at least 3 months before each Contractor or sub-

contractor complete their work and/or move out from the sites. These include labor camps, workshops, warehouse and other facilities. The

enclosed guideline (SP08: Site Decommissioning and Rehabilitation in the Final Draft ESMMP-CP update 2016) shall be used to guide the

Contractor on site decommissioning activities. Disposal of solid waste and construction waste as well as the sewage sludge/black water need prior

approval from NNP1PC-EMO with submission of relevant forms.

2. Preliminary Site Decommissioning Plan:

The following section describes the types of information that need to be filled in by the Contractor/Sub-contractor indicating the timeframe and

proposed management measures for the removal of wastes and building structures. NNP1PC-EMO reserves the right to make further changes on

the tables below at a later stage.

Table 1: An Example of a Preliminary Site Decommissioning Plan to be used by the Contractor/Sub-contractor

Document Name: Preliminary Site Decommissioning Plan for Worker Camp and Facilities of KCP Construction Co., Ltd

Reference No.: Refer to the document No :01

Submitted By: KCP Construction Co., Ltd Date: 19/06/2017

Please Tick the box: First Submission Second Submission First Submission Date: 19/06/2017

Status (to be filled

by NNP1PC):

√



Page 2 of 10

Facility

Structure to be

Decommissioned/Cleaned-

up

Proposed Actions

Quantity Responsi

ble By

Estimated Date

Status

Staff house,

labor house

The staff house is made from

wood and plastic sheet such

as bamboo wall and plastic.

No using of concrete

structure

Plastic roof will be collect by KCP

for future use, wooden roof

structure dismantle and

contribute to villages of Ban

Hoauy Soup for fire wood.

Otherwise KCP wall remove and

burin all wooden structure at

approved spoil disposal 6 with

close supervisio fro KCP’s staff.

(Further required actions will be done based on the

waste disposal requirements and option provided as

below)

About 1600m2 of

plastic sheet, 08

m3 of wooden

structure

KCP

Demolition step 1:

Work shall be done

around August 2017

after completing the

construction work

of Main Intake, Inlet

and Outlet

Pending

Canteen

Wall, roof and wooden

structure. There is no

concrete slab for these

facility

The canteen is constructed by

using the same material as

staff and labor house. Theses

structure will be managed the

same way as described above

for staff house and labor

house;

A small waste water pond that

collect waste water from the

canteen and bathing areas

will be applied with about

15kg of lime and backfilled

properly



below)

About 25m2 of

plastic sheet, 0.3

m3 of wooden

structure; 3m3 of

waste water

pond

KCP

Demolition Step 2:

Work shall be done

around August 2017


construction work


and Outlet

Pending



Page 3 of 10

Sanitary

facility

Drainage line, toilet septic

tank

Pump waste water from toilet

septic tank, treated with lime and

then disposed at approved Spoil

6. Apply proper amount of lime in

the pit latrine before breaking the

toilet tanks and cover properly.

Apply lime in the drainage lime

before proper backfilling

including drainage line.



below)

1 toilet block

1 drainage line

about 35 from

canteen and

washing areas to

sediment pond

KCP

Demolition Step 3:

Work shall be done

around August 2017


construction work


and Outlet

Pending

Fence

Wooden posts will be collected

and leave as a firewood for the

villagers ( the village chief and

villagers will be notified for

collecting the firewood)



below)

KCP

Demolition Step 4:

Actions shall be

done around August

2017

Pending

Field storage

and used oil

container and

metal trays

The temporary facility for oil

drums was built, but the

120% oil storage will be

constructed soon for service

of the construction work of

Main Intake, inlet and outlet

However, no major fixing on

site because no workshop

area

Under instruction from NNP1PC,

concreate waste from braking

field storage will be removed and

burry at approved Spoil 6. Oil

containers and metal tray will be

collected for future use



below)

About 5m3 of

concrete waste,

1000l oil

container and 04

metal trays

KCP

Demolition Step 5:

Actions shall be

done around August

2017

Pending

Waste storage Recycle waste, food waste

and hazardous waste

- Recycle waste will be sold

at Paksun district.

Expected 20kg of

recycle waste;

10kg of food

VNV

Demolition Step 6:

Pending



Page 4 of 10

- As instructed by EMO-

food waste shall be

provided to villagers for

feeding animal,

- Oil materials and oil

drums will be removed

back to KCP Company for

future use;

- Used oil, used filter, used

oil containers or any oily

waste will be also

collected back to KCP

Company. Otherwise, KCP

will consult with NNP1PC

for proper disposal.



below)

waste and 0kg of

hazardous waste

Actions shall be

done around August

2017

Camp Area Condition of camp area after

decommissioning work

After cleaning up the camp area,

KCP will contact related sections

of NNP1PC for final inspection.

Further cleaning up work shall be

done if needed before

transferring to NNP1PC



below)

General Camp

Area KCP

Final Inspection for

Decommissioning

Work

Action shall be done

after completing

decommissioning

activity 1-6

Pending



Page 5 of 10

3. References:

- NNP1PC., 2016, Draft ESMMP-CP Update 2016: Volume III Thematic Sub-plan

SP08: DECOMMISSIONINIG AND REHABILITATION

No. Description of Measure Monitoring Location Frequency Links to Sub-Plans

Decommissioning

SP08.1 All Temporary Sites will be decommissioned and

rehabilitated within eighteen (18) months following

COD and handed over to the Government

Buildings and structures that are not required to be

handed over to the Government and which are not

requested by the Government to be retained – will be

removed from the sites

Visual site inspection by

NNP1PC

- Spoil disposal sites

- Quarry

- Aggregate

Crushing Plant

- RCC and CVC Plants

- Temporary Camps

and Workshops

SP08.2 A Decommissioning Plan indicating the indicative date

of decommissioning, management measures of waste

being generated and rehabilitation for final land-user

is required to be submitted together with the

proposed DWP and SS-ESMMP of that specific

construction site

NNP1PC to review and

verify, carry out visual site

inspection

All construction sites

including

SP08.3 Decommissioning of Temporary Sites will include

dismantling and removal of buildings, structures,

concrete slaps, equipment and materials in

accordance with the Waste Management Sub-Plan.

Sewage and black water shall be removed and

disposed of at the Spoil Disposal Area No. 6 in

accordance with the relevant SOP. The remaining

septic tank shall be demolished, treated with lime and

backfilled.

The sites will be returned to a safe and stable

condition, free of safety hazards (such as open holes,

etc.) and health hazards and free of pollution.

Visual site inspection by the

Contractor and NNP1PC

Construction sites

including the Houay

soup Resettlement

Area

Per case SP05: Waste

Management; SP08:

Decommissioning

and Rehabilitation

SP08.4 Non-hazardous and hazardous wastes will be sorted

and dispose of in accordance to Waste Management



Construction sites

including Houay Soup

Resettlement Area

Per case SP05: Waste

Management and



Page 6 of 10

and Hazardous Waste Management Sub-Plans. No

burning of waste is allowed on site.

SP06: Hazardous

Waste Management

Landscaping and re-vegetation work

SP08.5 All area disturbed by construction activity will be, as

far as reasonably possible, landscaped to reflect

natural contours and restore suitable drainage paths.



Re-vegetation area Per case -

SP08.6 Undertake replanting of Project cleared areas at

appropriate locations agreed with local authorities.

Re-establishment of vegetation will be implemented

in disturbed areas except surface of rock, if necessary,

and commenced at the earliest possible opportunity.

Appropriate local species of vegetation will be used.

Replanting will use locally native plant species.


NNP1PC

Re-vegetation area Per case SP09: Biodiversity

Management

SP08.7 Monitoring and marking of vegetation that will be

removed, as agreed with the GOL prior to

commencement of site demolition or

decommissioning.


NNP1PC


SP08.8 Contractors shall not buy or use wood from illegal

sources (that come from the illegal logging).




SP08.9 Contractors will take all precautions necessary to

prevent fires from their decommissioning activities. If

a fire occurs contractors will immediately suppress it

with appropriate methods.


Contractor and NNP1P

Re-vegetation area Per case

SP08.10 Local ponds created by construction activities will be

either backfilled or drained to prevent ponding

wherever possible.

Visual site inspection Depression areas Per case -

SP08.11 Watercourses, which have been temporarily diverted

by the contraction activities, will be restored to their

former flow paths and riparian zones rehabilitated.

Visual site inspection Diversion reach Three occasions - 1

upon restoration and 2

other occasions to

confirm restoration

success

-



Page 7 of 10

SP08.12 Rehabilitation activities will be in accordance with the

Biodiversity Action Plan (BAP)

As per BAP All areas of

rehabilitation

-

SP08.13 Residual impacts to natural habitat areas and

threatened species habitat will be managed through

implementation of the Biodiversity Offset Design

(BOD) Report

As per BOD - - -

SP08.14 Conduct monitoring and maintenance to ensure a

high survival rate of seedlings. Reasonable remedial

measures (e.g. replacing dead or damaged replanted

tress and other vegetation types) shall be

implemented in case of the damage due to project

activities.

As per BOP All areas of

rehabilitation

-

SP08.15 Use grading methods and facilities such as rounding

benching, terracing, and retaining walls (as

appropriate) to reduce the amount and/or severity of

earthwork and related topographic alteration/

vegetation removal.

As per BOP All areas of

rehabilitation

SP08.16 Install suitable wildlife crossing structures at locations

agree with the relevant government authority as

required.


NNP1PC


Restoration of other land uses

SP08.17 Land used for agricultural activities prior to use for

construction activities will be, as much as reasonably

possible, restored to a state to allow the same

agricultural activity to continue.

Visual site inspection at

completion of works in

relevant areas.

Re-vegetation area Per case at completion

of works

-



Page 8 of 10

Photo of KCP Camp Location

KCP Camp

Main Road

Huay Soup Village



Page 9 of 10

- NNP1PC-EMO., 2016, Waste Disposal Option

Waste Disposal Options

No. Type of Waste Disposal Method Related Document/SOP

1

Construction waste

Decommission/demolition sub-

plan in the draft ESMMP-CP

update 2016/SOP on the

Construction Waste Disposal is

to be developed

Wood Burn at the Disposal Area#6—NNP1PC approval

Concrete Dispose at Spoil Disposal Area

No. 6—NNNp1PC approval Broken bricks

Zinc roofing sheets Sell to Khounmixay Factory

Rubber

PVC pipe

Foam NNP1PC landfill by approval Landfill operation manual

2

Recycle waste

Sell to Khounmixay Factory

Contracts signed with NNP1PC,

Contractors and each sub-

Contractors

Plastic bottles

Aluminum cans

Scrap metal

Paper/cardboards

Glass Sell to Keo Lao factory in VTE To be prepared

3

Hazardous waste

Sell to Khounmixay factory

Contracts signed with NNP1PC,

Contractors and each sub-

Contractors

Used hydrocarbon/hydraulic fluid

Used hydrocarbon mixed with water

Other petroleum residues

Empty used oil drums/containers

Used oil filters

Hydrocarbon and chemical contaminated

soil, sawdust and concrete

Hydrocarbon and/or chemical contaminated

rags and clothes

Hydrocarbon and/or chemical contaminated

used rubber (hydraulic) hose

Grease removed from the oil trap

Empty grease drums/containers

Empty bitumen drums/containers

Used tyres

Used toilet/dish cleaning liquid bottles

Empty paint and spray cans

Used batteries from cars

Ink cartridges

Disposal method is being

identified, store in a

designated area

Electrical and electrical waste Store in a designated area

4 Halogen/ fluorescent bulbs

Solidification Operation manual for

operating the fluorescent bulbs

crusher NNP1PC’s EMO

5 Sewage/black water Dispose at spoil disposal area

#6

SOP for sludge and septic

waste/black water disposal



Page 10 of 10

6 Grey water from bath/washing area and

canteen.

Treat at sources (grey water

ponds)

Chlorination (SOP to be

developed after field testing)

7 Infectious and clinical waste

Incinerate at the Vientiane

landfill’s i ci erator

The incineration facility at the

Vientiane was supported by

JICA.