SCOOPE OF SERVICES Draft Final Report.pptx

Dhio3 64 views 81 slides Jun 25, 2024
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About This Presentation

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2022 th NEW CONSTRUCTION OF SAMES WAREHOUSE FOR MEDICAL EQUIPMENT, NUTRITION, BULK STORAGE, QUALITY ASSURANCE LABORATORY & FIRE HYDRANT SYSTEM DRAFT FINAL REPORT REPÚBLICA DEMOCRÁTICA DE TIMOR-LESTE MINISTÉRIO DAS FINANÇAS COMISSÃO NACIONAL DE APROVISIONAMENTO Avenida de Balide , Dili , Timor-Leste Telephone No.: 3331101 Dili , 21 November 2022

Detailed engineering design drawings of the building for construction works Technical Specifications Bill of Quantities Unit Price Analysis Cost Estimates Construction Schedule and ”S” Curve Design Report covering all engineering disciplines The contents of the Draft Final Report according to TOR Detailed engineering design will consists of the following:

LAY OUT GEOTEC & TOPOGRAFI 2 STRUCTURE 3 Methodology and Activities Performed Topographic Survey Climate Change Adaptation Bio Engineering Measures ARCHITECTURAL 1 PREPARATION DESIGN ANALYSIS AND CONCEPT DESIGN DEVELOPMENT AND DETAIL DESIGN ‘Design Report covering all engineering disciplines’ MEP 4 ANALYSIS AND CONCEPT DESIGN STRUCTURAL DESIGN DECISCION DETAIL DESIGN TRUCTURE Plumbing System Planning Firefighter System Design Vertical Transport Planning Brief Description Of Elevator System Air Conditioning Planning Electricity Installation Planning Regulations And Standards System Description

LAY OUT TECHNICAL SPECIFICATION 6 Technical Specification of Structural Works Technical Specification of Architectural Works Technical Specification of Electrical Works Technical Specification of Mechanical Works Technical Specification of Electronic Works Technical Specification of Plumbing Works INVIRONMENT STUDY 5 The Purpose and Scope of SEIS Methodology and scope Legal and Policy Framework Activity on Location Initial Environmental Description Important Impact Estimates Holistic Evaluation Of Environmental Impact Design Report covering all engineering disciplines : FINAL DESIGN Detailed engineering design drawings of the building for construction works Technical Specifications Bill of Quantities Unit Price Analysis Cost Estimates Construction Schedule and ”S” Curve

The results of the discussion and the improvement of the Report Introduction (Inception Report)

Work Schedule and Planning for Deliverables DELIVERABLES NO   ACTIVITY OF THE MONTHS/ WEEK Total Months/Deliverables   I II III IV V VI   1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 A (Preliminary Stage) Preparatory work                                                   1 Coordination of Team work and equipment                                                   2 Mobilization Personnel                                                   3 Identification of the benchmarked project and legal instrument                                                   4 Geodetic Survey                                                   5 Geotechnical survey                                                   6 Environmental Survey                                                   7 Building design Concept proposal                                                   8 Draft Preliminary Report                                                   9 Discussion of Preliminary Report                                                   10 Preliminary Report Publication                                                   Total for Delivery No. I (D-1)                                                     1.25 B (Interim Stage) Conceptual Design and Analysis                                                   1 EIA and EMP analysis                                                   2 Site plan design                                                   3 Architectural and Structural Design and Computation                                                   4 Mechanical, electrical and plumbing design and computation                                                   5 Utility and landscape design                                                   6 Technical design drawings                                                   7 Pre design Cost Estimated and Technical Specification                                                   8 Draft Interim Report                                                   9 Draft EIA and EMP Reports                                                   10 Discussion of Interim Report                                                   11 Publication of Interim Report                                                   Total for Delivery No. 2 (D-2)                                                     2.00 C (Draft Final Design Stage) Engineering Designs and Detailed Designs                                                   1 Architectural and Structural Design Development                                                   2 Architectural design detail drawing                                                   3 Structure design detail drawing                                                   4 Preparation of engineering cost estimates                                                   5 Preparation of Technical Specifications                                                   6 Final Draft Report                                                   7 Final Draft report discussion                                                   8 Publication of Final Draft Report                                                   Total for Delivery No. 3 (D-3)                                                     1.75 D (Final Design Stage) Final Completion                                                   1 Final Technical drawing                                                   2 Final cost control                                                   3 Final Bill of quantity                                                   4 Final technical specifications                                                   5 EIA and EMP Finals                                                   6 Final Design Report                                                   7 Final Bidding document                                                   Total for Delivery No. 4 (D-4)                                                     1.00 Total Months       1.25 2 2 0.75 6.0 HERE

NO//   ACTIVITY OF THE MONTHS/ WEEK Total Months/Deliverables   I II III IV V VI   1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 A (Preliminary Stage) Preparatory work                                                   1 Coordination of Team work and equipment                                                   2 Mobilization Personnel                                                   3 Identification of the benchmarked project and legal instrument                                                   4 Geodetic Survey                                                   5 Geotechnical survey                                                   6 Environmental Survey                                                   7 Building design Concept proposal                                                   8 Draft Preliminary Report                                                   9 Discussion of Preliminary Report                                                   10 Preliminary Report Publication                                                   Total for Delivery No. I (D-1)                                                     1.25 Work Schedule and Planning for Deliverables First Month

B (Interim Stage) Conceptual Design and Analysis                                                   1 EIA and EMP analysis                                                   2 Site plan design                                                   3 Architectural and Structural Design and Computation                                                   4 Mechanical, electrical and plumbing design and computation                                                   5 Utility and landscape design                                                   6 Technical design drawings                                                   7 Pre design Cost Estimated and Technical Specification                                                   8 Draft Interim Report                                                   9 Draft EIA and EMP Reports                                                   10 Discussion of Interim Report                                                   11 Publication of Interim Report                                                   Total for Delivery No. 2 (D-2)                                                     2.00 C (Draft Final Design Stage) Engineering Designs and Detailed Designs                                                   1 Architectural and Structural Design Development                                                   2 Architectural design detail drawing                                                   3 Structure design detail drawing                                                   4 Preparation of engineering cost estimates                                                   5 Preparation of Technical Specifications                                                   6 Final Draft Report                                                   7 Final Draft report discussion                                                   8 Publication of Final Draft Report                                                   Total for Delivery No. 3 (D-3)                                                     1.75 Work Schedule and Planning for Deliverables Second and Third Month

Topografi

Geologi

Pengamatan Aspek Lingkungan

Multi Hazard Design Matrix

The purpose of the multi hazard assessment is to provide insight and highlight into the environmental threats that will be faced by buildings to be erected at a particular site. Threats can come from various sources and also vary in type, depending on the type of construction, function of building and the environment in which the building is located. In general, the threat usually comes from natural and human activities such as earthquakes, storms, floods, tsunami, landslide, and fires.

Architectural Design Approaches and Concepts

The design concept is result from long process analysis of various factors that can affect the strength, function, and beauty of a building. The design concept can also be said to be an answer to the design issue. An issue in a design context is about, a trend, a question, a topic, a proposition, or a situation where a building design demands to match the wishes of clients and users. In planning the SAMES Warehouse for Medical Equipment, Nutrition, Bulk Storage, Quality Assurance Laboratory and Fire Hydrant System Project , there are several design issues that are the focus of attention, such as functionality, modern, and ecology. Based on these three design issues, two approaches were chosen that were considered most capable of presenting an appropriate building design is modern architecture and the ecological architecture, which was formulated into Eco-Modern . b. Architectural Design Approaches and Concepts Design Approach Modern Architecture Modern architecture is a session in architectural development where space is the main object to be processed. If in the past, architecture was more concerned with how to process the facade, ornaments, and other aspects of a physical quality, in modern architecture, non-physical qualities are more important. The focus in modern architecture is how to come up with an idea of space, then process and elaborate it in such a way, until it is finally articulated in the preparation of real space elements. Form and Space in Modern Architecture The development of Modern Architecture includes the development of thinking about the concepts of form, space, function, and construction. Form Forms in Modern Architecture are not only determined and formed from functions and building materials used.

2 . Space One thing that cannot be denied about Modern Architecture is the awareness in designing space. Precedent of warehouse buildings with modern architecture style: Design Approach FEDEX Distribution Center , Canada - Mosfilm Cinema Warehouse, Russia

D esign Concept Space Programming Programming in architecture can is a process of digging up facts to establishing client requirements. In this process there are a number of considerations such as function, form, economy, and time. Talking about function considerations, it means indirectly related to space problems. Space programming is basically to determine the space requirements that can meet the needs and demands of the client. The stages of space programming in a row are: Establishing space requirements Establishing space organization Establishing group of space by function Establishing space quality Space Requirement User: The earliest stage of the process space requirements established is user identify. User can be divided into two types, namely: a. Internal user (private) Internal/private user are individual or group who are directly related to the activities, ownership and management of a building or room. b. External user (public) External/public user are individual or group who are directly related to the activities of a space, but are not directly related to the ownership or management of the space.

Dimension and Space Requirement Based on data from surveys and interviews with related parties, here are the requirements and amount of space needed for the SAMES warehouse facility: 1. Main Building

2. External A rea First Floor Organization Room

B uilding Zoning The building zoning stage refers to activities, space requirements, and space organization. Each zone in the building accommodates space functions that have a relationship based on the activities that take place in it. In designing the SAMES warehouse building, the building zoning is grouped into three parts, namely: First floor , the zone located on the ground floor accommodates functions that require easy access to achievement. These functions include; nutrition storage, medical equipment storage, office for Guarantee of Quality Control Department, and office for Evaluation Department (CJC and CPAP). Second floor , the zone located on the first floor is intended for functions that can be accessed indirectly or through vertical circulation paths. These functions include; storage for consumable, storage for medical and reagents, and office for Quality Control & Laboratory Department. Third floor , the zone on the third floor is intended for Storage for mosquito net, storage for pandemic, and Multipurpose room.

B uilding Zoning Concept Floor plan

Site zoning concept

At this stage the position of the placement and the direction of the mass of the building are planned. Several factors that influence the pattern and orientation of the building mass include local climate, site zoning, existing conditions in and around the site, and potential views. Based on the results of the analysis of the influencing factors, the results obtained, including : The warehouse building is in the form of a single mass with the aim of effectiveness and efficiency of the activities that take place in it. Meanwhile, service facilities are made separately so that they do not interfere with main activities. Building mass orientation

Implementation of concept in design No Type of Data Data Source Output 1 Site dimension and existing building position Field Survey Master plan Building Position and Orientation Site Circulation Drainage Plan 2 Contour Field Survey Building Elevation Drainage Plan 3 Environmental conditions Field Survey and Literature Building Shape, Position, orientation, and material Building lighting and ventilation Vegetation 4 Activities, Space requirement and dimension User (client) and Literature Floor Plan Indoor circulation (horizontal and vertical) indoor material 5 Building appearance User (client) and Literature Building Façade (front, rear, right, and left elevation) Outdoor materials Colour At this stage the planner produces a schematic design that refers to data obtained either through literature studies, field surveys, or from consultations with building users. The following table describes the types and sources of data, as well as the outputs produced at the schematic design stage.

Main Entrance (existing) Side Entrance (existing) Existing Building Loading dock Area Warehouse Power House and Pump Room Area for Sewage treatment SITE PLAN Description:

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 NO Room Name Room Size (m 2 ) 1 Loading Dock Area 345 2 Medical Equipment Storage 365 3 Nutrition Storage 150 4 Repacking Area 1 60 5 Repacking Area 2 18 6 Freight Elevator 9 7 Emergency Stairs 25 8 Front Desk 6 9 Guarantee of Quality Control Department 107 10 Planning, Monitoring, and Evaluation Department 93 11 Evaluation Department (CPAP) 80 12 Evaluation Department (CJC) 70 13 Server Room 10 14 Photocopy Room 14 15 Passenger Elevator 5 16 Rest Room 20 17 Stairs 15 18 Panel room 6 19 Shaft room 2 20 Janitor room 3 First Floor

1 2 3 4 5 6 7 8 9 10 11 NO Room Name Room Size (m 2 ) 1 Consumable Storage 548 2 Medical Reagent Storage 167 3 Service and Maintenance Room 16 4 Freight Elevator 9 5 Emergency Stairs 25 6 Quality Control Department 138 7 Laboratory 167 8 Sterile Room 20 9 Passenger Elevator 5 10 Rest Room 20 11 Stairs 15 12 Panel room 6 13 Shaft room 2 14 Janitor room 3 Scond Floor

1 2 3 4 5 6 8 9 100 11 12 13 14 7 NO Room Name Room Size (m 2 ) 1 Mosquito Net Storage 304 2 Insecticide Storage 122 3 Pandemic Item Storage 212 4 Freight Elevator 9 5 Emergency Stairs 25 6 Multipurpose Room 238 7 Sound control room 9 8 Cafeteria 104 9 Archive Room 17 10 Logistic Room 1 32 11 Logistic Room 2 17 12 Passenger Elevator 5 13 Rest Room 20 14 Stairs 15 15 Panel room 6 16 Shaft room 2 17 Janitor room 3 Third Floor

1 2 3 NO Room Name Room Size (m 2 ) 1 Emergency Stairs 25 2 Freight Elevator Engine Room 9 3 Passenger Elevator Engine Room 5 Roof Floor

Design Development

Design Development Section

FRONT VIEW

Structural Design Approaches and Concepts

According to SNI 1726-2002, the entire island of Timor is included in the Zone-5 Earthquake Area with an earthquake hazard map and earthquake spectrum, respectively, as shown in figures 4.39 and 4.40. In other words, the design of buildings in Kupang and in Dili used the earthquake map and seismic spectrum curve of the same design. This approach is used in this project. The occurrence of major earthquakes several decades ago and the development of research in the fields of seismology and geology caused significant changes to Indonesia's earthquake regulations, especially in the earthquake hazard map and the design response spectrum. Basic consideration

Structural Analysis Data of Building Structures Element As explained in the previous sub-chapter, this building is a three-story building with the ground floor raised 1.2 meters from the original ground level, and the roof structure using reinforced concrete slabs. Therefore, structurally this building will be modeled as a 4-storey building Plan Layout and structural element dimension of 11st floor

Plan Layout and structural element dimension of 2nd floor

Plan Layout and structural element dimension of 3rd floor

Plan Layout and structural element dimension of 4th floor

Live Load on first floor FUNGTIONAL DEPARTMENTS SUPERIMPOSED DEAD LOAD (kg/m 2 ) SPECIAL DEAD LOAD (kg/m 2 ) LIVE LOAD (kg/m 2 ) Medical equipment storage 150 - 700 Nutrition storage 150 - 700 Archive 150 - 600 Repacking 150 - 600 Corridor 150 - 500 Receptionist 150 - 500 Lobby lift 150 - 500 Emergency stairs 150 - 500 Meeting room 150 - 500 Planing , monitoring, and evaluation department 150 - 250 Evaluation department (CPAP) 150 - 250 Evaluation department (CJC) 150 - 250 Guarantee and quality control department 150 - 250 Director room 150 - 250 Server room 150 - 250 Photocopy 150 - 250 Toilet 150 - 250 Janitor 150 - 250 Panel room 150 - 250 *The value of live load in the table above which is less than 400kg/m2 is given an additional partition weight of 75kg/m2

Live Load on 2 nd floor FUNGTIONAL DEPARTMENTS SUPERIMPOSED DEAD LOAD (kg/m 2 ) SPECIAL DEAD LOAD (kg/m 2 ) LIVE LOAD (kg/m 2 ) Storage for consumable 150 - 700 Storage for medical reagents 150 - 700 Archive 150 - 600 Quality control department 150 - 500 Receptionist 150 - 500 Lobby lift 150 - 500 Corridor 150 - 500 Emergency stairs 150 - 500 Laboratory 150 - 300 Head Office 150 - 250 Changing 150 - 250 Steril room 150 - 250 Service and maintenance 150 - 250 Toilet 150 - 250 Janitor 150 - 250 Panel room 150 - 250 *The value of live load in the table above which is less than 400kg/m2 is given an additional partition weight of 75kg/m2

FUNGTIONAL DEPARTMENTS SUPERIMPOSED DEAD LOAD (kg/m 2 ) SPECIAL DEAD LOAD (kg/m 2 ) LIVE LOAD (kg/m 2 ) Mosquito net storage 150 - 700 Storage for insecticide 150 - 700 Storage for pandemic item 150 - 700 Logistic 150 - 600 Archives 150 - 600 Multipurpose room 150 - 500 Stage 150 - 500 Dining 150 - 500 Corridor 150 - 500 Lobby lift 150 - 500 Sound control 150 - 250 Kitchen 150 - 250 Toilet 150 - 250 Janitor 150 - 250 Panel room 150 - 250 *The value of live load in the table above which is less than 400kg/m2 is given an additional partition weight of 75kg/m2 Live Load on 3 rd floor

FUNGTIONAL DEPARTMENTS SUPERIMPOSED DEAD LOAD (kg/m 2 ) SPECIAL DEAD LOAD (kg/m 2 ) LIVE LOAD (kg/m 2 ) Roof + ME 80 - 500 Live Load on roof floor

Project Site Geology The project location is located in the geologically located city of Dili, which is included in the mid-mountain zone, based on the geology and rock appearance, the city of Dili is located above the Aileu formation where the stratigraphy of the rock formation is composed of sedimentary rock units from old to young, namely Alileu fm metamorphic, ultra intrusive rock. gabbro, granite intrusion and diorite intrusion..

Site Investigation Boring Log, Location point 1 ( National Laboratory Minstry of Infrastructure ) Boring Log, Location point 2 ( National Laboratory Minstry of Infrastructure )

Log, Location point 3 ( National Laboratory Minstry of Infrastructure )

Static Cone Penetration Test (CPT) results Point Depth qc Soil Description S-1/11.60 0.00 – 2.40 2.40 – 6.40 6.40 – 9.40 9.40 – 9.80 10.0 – 11.40 5.0 – 10.0 10.0 – 40.0 50.0 – 70.0 40.0 150.0 – 180.0 Soft Clay, silty Sandy Silty, Clayed soft to firm Lose sand soft - firm Sandy clayed, soft Stiff sand and gravely S-II/10.60 0.40 – 2.20 2.20 – 5.40 5.40 – 10.20' 10.20– 10.60 10.0 – 30.0 20.0 – 40.0 40.0 – 170.0 170.0 – 200.0 Silty clayed, sand, soft Silty sand, soft to firm Sand silty, firm to stiff Dense sand, gravely, stiff S-III/10.60 0.0- 0.80 0.80 – 4.60 4.60 – 9.60 9.60 - 10.60 5.00 – 10.0 10.0 – 40.0 40.0 - 120.0 120.0-210.0 Top soil, silty clayed , soft Silty sandy, soft to firm sand, silty, firm to stiff dense sand and gravely, stiff

Resume Laoratory Test

MEP Design Approaches and Concepts

SISTEM ELEKTRIKAL Sistem Supply Daya Listrik Sistem supply daya listrik menggunakan sumber dari : - Induk dari jaringan listrik PLN - Beck Up Genzet Sistem Distribusi Tegangan Rendah Sistem distribusi daya listrik dimulai dari Tegangan Menengah 6 KV yang di suplay dari R. Cubical PLN Dari Panel Tegangan Menengah, daya listrik didistribusikan ke transformator Step Down ( 6 KV – 400 KV), kemudian daya listrik didistribusikan ke Panel Utama Tegangan Rendah ( PDTR ).

SISTEM SOLAR PANEL Untuk memenuhi kebutuhan daya listik selain menggunakan daya listrik PLN juga direncanakan menggunakan Panel Surya sistem On Grid . Sesuai Peraturan Gubernur Bali Nomor 45 Tahun 2019 tentang Bali Energi Bersih , disebutkan Pengembangan Bangunan Hijau meliputi Bangunan Pemerintah Pusat dan Pemerintah Daerah di daerah memasang sistem PLTS Atap atau pemanfaatan teknologi surya lainnya paling sedikit 20 ( dua puluh ) persen dari kapasitas listrik terpasang

SISTEM PENANGKAL PETIR SISTEM PENANGKAL PETIR Tipe Non radioactive lightning head , diameter proteksi 1 m

Skematik Air Bersih Air Bersih , Sumber utama PDAM dan sumber cadangan dari Deepwell. Sistem air bersih menggunakan sistem grafitasi dimana air dari ground t a nk untuk kebutuhan air bersih dan pengamanan kebakaran, den g an menggunakan pompa Transfer disalurkan ke Tangki Atap kemudian kemasing – masing Fixture unit, Untuk membantu tekanan di lengkapi dengan pompa booster . SISTEM PLUMBING AIR BERSIH

SISTEM PLUMBING AIR KOTOR Skematik Air Kotor Air kotor dan air bekas disalurkan secara gravitasi , kemudian disalurkan ke IPAL ( Instalasi Pengolahan Air Limbah

SISTEM PLUMBING AIR BEKAS Sistem Air Kotor & Air Bekas Air Bekas dari Laboratory dialirkan ke bak Netralizing dahulu kemudian disalurkan ke IPAL ( Instalasi Pengolahan Air Limbah ).

SISTEM HYDRANT & SEPRINKLER SISTEM PENGAMAN KEBAKARAN (Hydrant, Sprinkler, Pemadam api ringan) Sistem instalasi hydrant, Indoor Hidrant box se tiap lantai ada 2 unit , Hidrant pilar 7 unit diluar bangunan dan siamesse connection Sistem pompa pemadam kebakaran melayani sistem hydrant dan sprinkler (combined system) cadangan air pada tangk i utama diperhitungkan untuk melayani +/- 45 menit .

INSTALASI HYDRANT SITE PLANT

SISTEM TATA UDARA AC system VRF (Variable Refrigrant Falue ) daya listrik yang dibutuhkan lebih effisien bila di bandingkan dengan system AC yang lain, sehingga didapatkan operational cost yang relative lebih rendah , hal ini dimungkinkan karena terdapat beberapa keuntungan yaitu : Secara individual dapat dimatikan dan dihidupkan pada setiap ruangan sesuai dengan kebutuhan . - Kapasitas AC dapat di sesuaiakan dengan kebutuhan dan keinginan . - Design simple, indoor unit dapat dipilih disesuaikan dengan estetika interior

SISTEM LIFT

SISTEM INSTALASI FIRE ALARM DAN FIRE EXTINGUISHER Skematik Fire Alarm Fire Extinguisher

SISTEM INST. DATA & WIFI SINGLE DIAGRAM WI-FI & DATA

SISTEM INST. CCTV : CCTV OUTDOOR : INSTALASI KABEL CCTV : CCTV INDOOR KETERANGAN :

SISTEM INST. SOUND SISTEM SINGLE DIAGRAM SOUND SYSTEM

ENVIRONMENTAL ASSESSMENT

Activity Location Construction of SAMES Warehouse for Medical Equipment, Nutrition, Mass Storage, Quality Assurance Laboratory and Fire Hydrant System, will be built behind SAMES Near the current Kampo Alor Mosque, Dom Aleixo Administrative post, Dili Municipality. The geographic coordinates of this location are S=8 33' 45” and E 125'34'15. The land area available for this project is 2286.16 square meters. the status of the land belongs to the Government of Timor-Leste

SITE VISIT

INITIAL ENVIRONMENTAL DESCRIPTION No Plant Name Scientific name 1 Jati Putih Gmelina arborea Roxb 2 Puring Codiaeum variegatum 3 Kelapa Gading Cocos nucivera L. 4 Jambu Biji Psidium guajava 5 Pisang Musa sapientum 6 Palem Arecaceae 7 Cemara Hias Casuarinaceae 8 Lidah Mertua Sansevieria 9 Ketapang Terminalia catappa 10 Asam Tamarindus indica No Plant Name Scientific name 11 Bambu Hias Bambusoideae 12 Palem Kipas Livistona saribus 13 Pohon Mimbah Azadirachta indica juss 14 Belimbing Averrhoa carambola 15 Bunga Lavender Lavandula List of distribution of flora species in observations in area Warehouse SAMES No Plant Name Scientific name 1 Ikan Nila Oreochromis niloticus 2 Ikan Mas Cyprinus carpio 3 Ikan Koi Cyprinus rubrofuscus List of fauna species distribution in observations in area SAMES Warehouse

IMPORTANT IMPACT ESTIMATES Significant Impact Forecasting Method Significant impact forecasts are carried out for each Hypothetical Significant Impact (DPH) that has identified in document Framework Reference (KA). Forecast impact important environment life covers forecast quantity impact and nature important impact. Impact forecasts only compare changes in baseline conditions with activities and hue without existence activity. On option this, change hue by natural no taken into account; and Compare condition without activity with existence activity, however also takes into account changes in hue professionally, so this option is mandatory too analysis/calculation change hue by expert opinion scientific. Forecast impact important in study this will conducted with approach first that is compare changes in hue conditions with activity and hue without activity ( with and without projects ). The forecasted impact scenario is the worst-case scenario scenarios ). If faced on limitations data and information, so forecast impact conducted with approach before and after existence activity, with without consider hue change environment by natural ( before and after project ) but is still carried out by competent experts in the environmental field and is associated with both civil and architectural experts through professional scientific discussions by these experts.

In this regard, there are two types of impact estimation methods that will be used, namely method formal and method non-formal: Method formal Method formal is application formula and calculation mathematical which quality standards, used in predict the magnitude of the significant impact on environmental parameters, then the calculation results The mathematical equation is compared with the threshold value or environmental quality standard that is relevant. Formal methods will be used when sufficient quantitative data are available. When the quantitative data requirements are not met, the impact forecast will be carried out by method which character non-formal. Method Non formal Non-formal methods emphasize impact forecasts that cannot or are difficult to describe by mathematical, so that forecast impact no could conducted with method formal. Two type method non-formal which used, that is: forecast impact by analogy and evaluation para expert ( professional judgment ). The analogy method, the resulting environmental impact is estimated by studying similar activities in other areas and/or taking place in the past. Evaluation para expert in determine forecast impact based on knowledge and experience researcher in the field. Technique this used if data and information limited, as well as phenomenon which predicted happen less understood.

No. Defining factor Significant Impact Nature Important Impact Not Important (but) Important (p) 1 The size amount population which will affected by the plan effort and/ or activity Number of residents who receive impact positive important ️ population negatively affected important Number of residents who receive significant positive impact amount affected population negative important 2 Spread area impact Area of impact spread smaller than large plan area activity Large region impact spread bigger than the area region plan activity 3 I ntensity impact Mild, affected population no affected Moderate to severe, population caught impact affected Duration of impact in progress <1 stages activity >1 stages activity 4 Number of components other living environment which caught impact Only is impact primary Cause secondary impact and impact advanced other 5 Nature Cumulative impact Not cumulative Cumulative no could assimilated by environment 6 Turn or not turn around impact The impact can be reversed (turns around) The impact is irreversible (no turn around) 7 Criteria other in accordance with development science and technology (science and technology) There are no other suitable criteria with development knowledge knowledge and technology (science and technology) There are other criteria according to development of science and technology (science and technology) Criteria for Determining the Significance of Impact

No Employment Opportunity Scale Information 1 LO= 1 Significant impact on job opportunities 2 LO=0 or LO <1 Enough to have an impact on job opportunities 3 LO>1 or LO=2 Less impact Scale and Level of Employment Impact No Significant Impact Criteria Evaluation Information 1 The size of the population that will be affected by the planned business and/or activity +P It is estimated that there will be employment in the project area 2 Area of impact distribution +P The impact was not only spread in Kampo Alor, but also throughout the Dili District and even beyond the Dili District area . 3 Intensity and duration of impact in progress +TP The intensity of the impact is large, but it lasts in a relatively short period of construction stage. 4 Number of components environment other caught impact + P There are other components that will be affected, namely changes in perception Public. 5 Nature cumulative impact +TP Impact no will accumulated. 6 Turn around or no turn around +TP Impact will disappear on moment activity done. 7 Other criteria according to development knowledge knowledge and technology (science and technology) +TP There is no other criteria according to development of science and technology (science and technology) Determination of Important Criteria for the Impact of Increased Employment Opportunities and Business due to the Construction Stage Workforce Recruitment Activities.

No Defining factor Impact Important Important Traits Impact Information 1 The amount population which will affected _ plan effort and/ or activity -TP With the distance of settlements and mobilization paths of 10 meters, it is estimated that no population will be affected impact enhancement rate dust 2 Area spread impact -TP The extent of the distribution of particulates is not expected to have a significant impact on the increase in dust levels in ambient air during activity mobilization equipment and material. 3 Duration of impact in progress -TP Activities take place at the construction stage and ambient air quality degradation will not last long because awakening particulate only occur when vehicle carrier crossed. Intensity impact -TP Intensity impact particulate at the construction stage and decrease in ambient air quality only occur when vehicle carrier cross 4 Amount component environment other which affected - T P Component other which caught impact is prevalence disease and perception Public. 5 Nature cumulative impact -TP Impact no character cumulative, because emission particulate will down to soil because gravity or because agglomeration as a result humidity nor rain. 6 Turn around or not reversal of impact -TP Remember emission particulate will deposited to air ambient, so impact will turn around. Concentration particulate will return to condition beginning when vehicle carrier has past avoid. 7 Criteria other in accordance with development knowledge knowledge and technology (science and technology ) -TP Not there is criteria other in accordance with development knowledge knowledge and technology (science and technology) Determination of the significance of the impact of equipment mobilization activitiesand materials to decrease ambient air quality

No Determination Criteria Important Traits Impact Nature Important Impact Information 1 The amount residents who will caught plan impact business and/or activity - T P Affected receptors are residents around the project site adjacent to the path of mobilization and demobilization of tools and equipment material with radius < 1 0 meters. 2 Large region spread impact -P The area of impact distribution is along the path of mobilization and demobilization passed in the project area. By because region spread adjacent to a settlement on the side of the road, it is categorized as "important". 3 Duration of impact in progress -TP Impact will last during the Construction Phase if vehicle carrier cross that is range ±6 month. Intensity impact - T P Noise type momentary and will go down with with away from the noise source, however noise intensity pass raw quality for area settlement on radius ±100 meters. 4 Amount component environment other which affected -P If not managed properly, potential derivative impacts affected is public health (secondary) which impact advanced again to perception Public (impact tertiary). 5 Cumulative nature impact -TP Impact is not cumulative due to noise in this activity is temporary and will decrease as the source moves away noise (car carrier). 6 Turn around or not turn around impact -TP Impact could restored (turns around). 7 Other criteria suitable with science development knowledge and technology (science and technology) -TP There are no other criteria according to the development of science knowledge and technology (science and technology) Determination of the significance of the impact of increased noise from activities impact of equipment and materials mobilization activities

No Impact Determinants Important Important Traits Impact Information 1 The size of the population who will be affected business plan and/or activity -P Contribution deployment pollutant on activity hoarding and compression soil to settlement population closest categorized as tall because predictable concentration on settlement closest. 2 Area of impact distribution -P The distribution area of particulates at a distance of less than 100 meters from the source of impact. This means that workers and residents who are located at a distance of less than 100 m from the edge of the land as the source of the impact will not be significantly affected. 3 How long does the impact last? -P The impact takes place during stockpiling and soil compaction activities for ± 2 weeks. Impact intensity -P The intensity of the impact is estimated to occur at a distance of more than 100 m from the landfill and soil compaction activities. 4 The number of other environmental components affected -P Another affected environmental component is the community around the project site which has the potential to reduce public health during landfilling and soil compaction activities. 5 Cumulative nature of impact -TP The impact is not cumulative, because particulate emissions will be directly dispersed into the ambient air. 6 Reversal or not reversal of impact -TP Given the spread pollutant on activity hoarding and compression ground in the ambient air space, then the impact will reverse after some time. The particulate generation will return to its original condition when the filling and compaction of the soil has been completed. 7 Other criteria in accordance with the development of science and technology (IPTEK) -TP There are no other criteria in accordance with the development of science and technology (IPTEK) Determination of the significance of the impact of stockpiling and compaction activities soil to decrease in ambient air quality No Impact Determinants Important Nature Important Impact Information 1 The size amount population which will affected by the plan effort and/ or activity -P Affected receptors are residents in the vicinity of the site project nearby with activities hoarding and compaction of soil with a radius of ± 50 meters from footprint project. 2 Distribution area impact -P Area in radius range ± 5 meters from source noise. 3 Duration of impact in progress -TP Impact in progress During Stage Construction that is moment SAMES Warehouse construction activities take place which is about ±6 month. Impact intensity - T P The type of noise impact is intermittent 4 The number of other environmental components affected -P If not managed properly, the derivative impact that has the potential to be affected is public health (secondary) which has a further impact on public perception (tertiary impact). 5 Cumulative nature of impact -TP The impact is not cumulative because the noise in this activity is intermittent and will decrease as the filling and compaction of the soil stops. 6 Reversal or not reversal of impact TP Impact can be reversed (reversed). 7 Other criteria in accordance with the development of science and technology (IPTEK) -TP There are no other criteria in accordance with the development of science and technology (IPTEK) Determination of the significance of the impact of increased noise from activities stockpiling and compaction of soil

No. Type Impact scatter Impact (Large and Radius) 1 Quality air ambient ± 100 meters from location hoarding activities and ripening land 2 Noise Radius ± 50 meters from activity site. 3 Quality water surface Channel drainage internal SAMES warehouse . 4 Water runoff Channel drainage internal SAMES warehouse . 5 Impact related social economy (Opportunity work and try, Perception Public) In particular, the impact distribution will be significant in Kampo Alor on moment activity construction. However, it can also spread throughout Dili District and even outside the Dili City area at this time Step operation. 6 Impact related health community (Sanitation environment, Emergence rubbish) scatter impact will significant occur in around the project site on moment construction activities. Area and radius of spread of each impact

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