Public Disclosure Authorized
DIREKTORAT
JENDERAL
PRASARANA WILAYAH
BAGIAN PROYEK PERENCANAAN DAN PENGAWASAN TEKNIK JALAN DAN JEMBATAN WILAYAH TENGAH Gd. Sapta Taruna Lt.7, Ji. Paftimura No.20, Kebayoran Baru - Jakarta
El 336 Draft Final Report
VOL. 2
ENVIRONMENTAL MANAGEMENT AND MONITORING PLAN
(UKL/ UPL)
(Package 2) AN
Public Disclosure Authorized
Public Disclosure Authorized
DEPARTEMEN PERMUKIMAN DAN PRASARANA WILAYAH
Public Disclosure Authorized
Semarang - Demak Road Capacity Extension
ff
I JO
PT BINATAMA WIRAWREDHA KONSULTAN
Kantor Pusat , Gedung P.O.J., JI. Agus Salim 69, Jakarta Pusat. - Telp. 331606, 333806 Kantor Proyek :dfa Yayasan Kishma Tirta, JI. Pattimura 20 Gd. Xi Lantai dasar, Jakarta 1211 0 Telpon :7395254, 7221285, 7267925 - E-mail :
[email protected] Fax. P. BOX 4969/JKTM _7267927-
Berasosiasi Den gan
PT IKA ADYA PERKASA K Q Biru JI. Laut X Kay 9 Jakarta Timur 13340 Telp (021) 6192636, Fax. (021) 819217
Road Environmental Management and Monitoring Plan (UKUUPL) - Package 2 Semarang - Demak Road Section (Capex)
Draft Final Report
a.
Field Survey and Measuring This activity will be carried out for the purpose of planning as well as studies, including detailed design, UKL/UPL, etc. The activity is intended to obtain any information related to: . Certain location including permanent and supporting poles bordering the location of road betterment project. . Initial conditions, including conditions of existing road, bridges, canals, public facilities and the facilities exist around the location of Semarang - Demak Road Betterment project. . Land use in project surrounding, especially those of may be affected by project activities (building/house, business base, facilities, and public facilities and infrastructures), etc.
b.
Field Survey and Measuring The land used for Semarang - Demak Road Betterment project, especially between sta. 0+000 to sta. 3+400 locates outside of Right of Way (ROW). The land at the left side of road (to Demak direction) until sta. 1+200 are owned by private (Yayasan Sultan Agung, Mascom Graphy, etc.), the width of which will be acquitted of 2.3 to 9.1 m. While at the right side one (to Demak direction), the land that will be used by the project is PT Kereta Api Indonesia's proprietary rights (presently, Semarang - Demak line does not operate any longer). Due to the road widening plan, the pre-construction phase will also require to undertake relocation of canal at sta. 0+000 to 3+400 as well as human crossing bridge (JPO) replacement at sta. 1+100 (in the front of Islamic Hospital of Sultan Agung).
4.2 Construction Phase
ConstructionPreparation a. Project Office and Base Camp Establishmentand Operation The base camp for the activities during construction implementation will be established close to the project location.
b.
Manpower Mobilization The manpower required by the project will be mobilized from either in or out of project area. Most of them are unskilled laborers, carpenters, and masonries that will be recruited from local workforce.
c.
Mobilization ofHeavy-Duty Equipment The heavy-duty equipment that will be mobilized will consist of among others the followings:
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Road Environmental Management and Monitorng Plan (UKLUUPL) - Package 2 Semarang - Demak Road Section (Capex)
*
* * * *
* * * * * • *
Dump truck of 3 - 4 m3 Bulldozer of 100 - 150 HP Motor Grader Rubber wheel loader Chained wheel loader Excavator of 80 - 140 HP Iron wheel crusher of 6 - 9 ton Vibrating crusher of 6 - 9 ton Vibrating crusher of 1.5 - 3 ton Rubber wheel crusher of 8 - 10 ton Compressor of 4000 - 6500 I/min. Concrete mixer of 0.3 - 0.6 m3
Construction Imp/ementation d. Materials Transportation The materials transportation will be carried out on excavated and pilled materials for land preparation and drainage, as well as construction materials for pavement structure, median development and minor works. e.
Land Preparation This will include road pavement widening, land excavation, pilling and cramming. The additional road pavement width will be 2.21 to 13.60 meter. Excavation works for rigid pavement structure will include overall road width at sta. 0+000 to 1+600; for road widening pavement structure will be at sta. 1+600 to 20+100; and for drainage canal will be shifted from road widening of sta. 0+000 to 1+200, 1+600 to 7+800.
t
Road Pavement and Bridge Structure Works The structure of widening pavement will include Aggregate Class B in thick of + 25 cm, Lean Concrete 10 cm, Rigid Pavement 30 cm, and AC Wearing Course 5 cm. The numbers of bridges and culverts that will be improved (recoated or repaired) are 17 along Semarang - Demak road link. All bridges in Kabupaten Demak have been 2 x 7 m of width. The widening will be conducted along J1 Raya Ranggalawe to kabupaten boundaries road link.
g,
Median Development The median that will be constructed comprises of 2 types i.e. double curb of 1.5 m width and Concrete Barrier of 0.6 m.
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h.
Drainage and Sidewalk Works The location of new drainage will be at sta. 0+000 to 1+200, 1+6000 to 7+800. This drainage canal is very important, especially at J1. Ranggalawe to terminal intersection of Terboyo road link, which is susceptible to flood. The sidewalk will be constructed along road links that are included in Kota Semarang (sta. 0+000 to 3+600) and densely populated area / resident activities in Kabupaten Demak.
i,
Minor Works This activity is the last phase of construction phase. This work will include: * * * * * * * * *
4.3
Hot mix asphalt for minor works Stabilization of vegetation Thermoplastic road marks Single road sign with spotlighted engineering grade Direction pole Kilometer pole Hectometer pole Guard Rail Pre-cast curb
Post-Construction Phase
a.
Road Operation Road operation is the activity relates to the completion of overall road betterment activities, on which the road can be operated with no construction activity obstacles.
b.
Road Maintenance Road maintenance works will cover road treatment and maintenance as well as building and supporting facilities. This activity includes: * * * * *
5.
Pavement routine maintenance Shoulder routine maintenance Canal, drainage, excavation and piling routine maintenance Road equipment routine maintenance Bridge routine maintenance
Construction Implementation Schedule The construction of Semarang - Demak Road Betterment will be carried out at the end of Fiscal Year of 2005.
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Road Environmental Management and Monitorng Plan (UKUUPL) - Package 2 Semarang - Demak Road Section (Capex)
III. AFFECTED ENVIRONMENTAL COMPONENTS 3.1
PHYSICAL-CHEMICAL COMPONENTS
3.1.1 Climate, Air Quality and Noise a.
Climate As most of Indonesian regions, the study area of Semarang - Demak Road Betterment project is tropical zone with the annual rainfall of 2,183 - 2,215 mm. The peak rainy season happens in December to January. The temperature ranges from 240 C to 330 C, the humidity varies from 62% to 84% on average, and the wind speed is 5.9 km/hr on average.
b.
Air Quality The measuring of air quality in the study area will be carried out in two locations i.e. Semarang - Demak Road T-Intersection (Genuk Sari) and in Buyaran Village, Kecamatan Karangtengah. The air quality parameters cover 502, NO2, CO, 02, dust and noise. The measuring results will further be compared with quality standard in accordance with the Decree of Governor of Central java Province No. 8 Year 2001 on the Quality Standard of Ambient Air in Central Java. The measuring results of air quality are shown in Table 3.1. Table 3.1 Air Quality Measuring Results Threshold Value Location-1 No.
1. 2. 3. 4. 5.
Parameter
S02 N02 CO 02 Du
Location-2
(NAB)
(ot/
m3)
(LJ/ m3)
632 316 15,000 235 230
7.55 1.69 5,061.78 10.72 1,584.3
3.74 0.93 4,741.13 792.02 12.02
Source: Measuring Result, Februaly 2004
Notes: NAB = Nilal Ambang Satas in accordance with SK Governor of Central Java No. 8 Year 2001 on Ambient Air Quality Standard in Central Java.
c.
Noise The measuring of air quality in the study area will be carried out by sampling from the distance of 10 m, 25 m, 50 m, and 100 m of study area and conducted in five locations, i.e. location-i in Puskesmas Sayung (sta. 9+300), location-2 in SMU Muhammadiyah 2 (sta. 10+300), location-3 in SDN Karang Tengah 1 and 2 (sta. 18+600), location-4 in SLTPN Karang Tengah 1 (sta. 19+500), and location-5 in SMUN 3 Demak (sta. 21+200). Detailed measuring result is presented in Table 3.2.
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Table 3.2 Measuring Result of Noise Level Location Quality Standard Lci Location No. 1. 2. 3. 4. S.
Puskesmas Savung SMU Muhammadiyah 2 SDN Karang Tengah 1 and 2 SLTPN Karang Tengah 1 SMUN 3 Demak
(Sta 9+300 10+300 18+600 19+500 21+200
___
65 55 55 55 55
Distance from Sound Source 10 77 75 76 76 74
25 63 61 62 65 62
50 59 61 58 60 58
Source: Prnmary Survey, February 2004 No. Kep-48/ Notes: *) Quallty Standard based on the Ministerial Decree of Environment MENLH/11/1996 stipulating: = 50 Offlce complex and trade area = 65 dBA; Green Open-Space (Paddy fleld) dBA 55 = dBA, Residence, school and similar type
3.1.2 Hydrology and Water Quality Hydrology a. Water surfaces exist in the study area are in the form of irrigation water, river including several tributaries that flow in the right side of road to ocean direction (Java Sea) in north side of road, and fishponds in Kabupaten Demak area. b.
Water Backup to The study area is an area that may naturally be stagnated by water due Sea, Java of coast northern along rise and fall of tides of the sea. The areas i.e. at the north side of railway, are flooded area due to high tide. The backup of water occurs because the sea level is higher than land surface level.
c.
Water Quality The measuring of water quality was carried out in two locations, i.e. location-1 at Kali Babon locates in the north side of road in Kota Semarang (sta. 4+100) and location-2 at irrigation channel in the south side of road in Kabupaten Demak (sta. 18+040). The measuring results shown that for the water quality in the study area does not exceed the quality standard for physical and chemical parameters in accordance with PP No. 82 Year 2001 on Water Pollution Management and Control, while for Fecal Coli form parameter, the water quality exceeds quality standard. The result of laboratory test on water quality of surface water in the study area is attached the Annex herein.
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3.2
Road Environmental Management and Monitoring Plan (UKUUPL) - Package 2 Semarang - Demak Road Section (Capex)
PHYSIOGRAPHICAL AND GEOLOGICAL
3.2.1 Topographical The study area of Semarang - Demak Road Betterment project locates around 1 - 2 km from coastal line of Java Sea having the height of 1 - 3 m under sea level, which may lead to water backup resulting from either topographical condition or influence of rise and fall of tides (rob). 3.2.2 Geological Rock formation in the study area is alluvial sedimentation, which are formed from clay, silt, sand, gravel and slabs of stone that have not been naturally consolidated.
3.2.3 Type of Soil The types of soil in the study area are alluvial and grumosal types. Alluvial associated soil exists in lowland, which is generally planted with non-productive trees, while grumosal soil is generally planted with the types of horticulture and rice.
3.3
SPATIAL AND LAND USE
3.3.1 Spatial Based on the Guidelines of Spatial Planning (RTRW) of Kotamadya Semarang (1995 - 2005) and Spatial Planning of Kabupaten Demak (1995 - 2055), the study area of Semarang - Demak Road Betterment project is included in Urban Regional Section (BWK) -IV and Planning Region (WP) -II (Kecamatan Genuk) of Kotamadya Semarang, which function as industrial area in northern Kotamadya Semarang. It is also included in Planning Region Unit (SWP) -I (Kecamatan Demak, Wonosalam and Karang Tengah) and Planning Region Unit (SWP) -II, which function as area for the development of food crops agriculture, trade, fishery, government affairs, estate, forestry and animal husbandry (SWP-III). 3.3.2 Land Use In Kecamatan Genuk area (Semarang), the land use is dominated with buildings and yards, while in Kecamatan Sayung (Demak) the land use pattern is a transition phase from typical rural to urban as paddy field is still dominant but not more than 50% of total area. In three other kecamatans (Karang Tengah, Wonosalam and Demak), the land uses are dominated by paddy field that are more than 50% of total area. The land use pattern in the kecamatan of study area is shown in Table 3.3.
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Table 3.3 Land Use in the kecamatan of Study Area No.
____Land___Use
Sayn
Genuk
Land Use
No.
__
1. 2. 3.
Paddy field Yard & buildings Non-irrigated field &
4. 5. 6. 7. 8.
Fishpond Pool / pond Swamp Others (dry land) Others (river, road, etc.) Total
263 1,030 677
ox 9.6 37.6 24.7
340 0 194 232 99 2,739
12.4 0 7.1 8.5 3.6 100
Ha
estate
0
2,969 1 1,195
/a 36.2 19.8 14.5
1,856 0 0 0 225 7,869
22.6 0 0 0 2.7 100
Ha
Ha
%
9.6 0 0 0 5.2 100
Ha
%
3,815 1,183 540
85.5 20.3 9.3
3,910 851 1,057
57.3 15.6 18.3
0 0 0 0 246 5,732
0 0 0 0 4.2 100
0 0 0 0 284 6,113
8.5 0 0 0 0.3 100
_
493 0 0 0 269 5,154
I
Demak
I
Wonosalam
Karang Tengah % Ha 68.4 3,496 13.9 712 3.6 186
Source: Statistic of Kecamatan Genuk, Sayung, Karang Tengah, Wonosalam and Demak (2002)
The land use around (right and left side) of Semarang - Demak Road Betterment project location is generally for the purposes of industry, trade and services (Kecamatan Genuk), and residence, industry and paddy field (Kecamatan Sayung, Karang Tengah, Wonosalam and Demak Kota). Detailed description of land use is illustrated in Table 3.4. Table 3.4 No.
1.
Location and Condition of Land Use in Semarang - Demak Road Betterment Project Area
Road Link (Sta) Sta 0 + 000 to Sta 1 + 200
Land Use Right Side of Road Left Side of Road
and Location Boundaries Length (m) Kaligawe toll bridge to Terboyo Terminal (1,200)
*
Industry
* School
*
Disposal canal
* University
*
Unused land
*
Industry
Industry
*
* Hospital * Unused land 2.
Sta 1 + 200 to Sta 2 + 200
Terboyo Terminal to Industrial Estate of Terboyo (1,000)
*
Industry
* Trade
* Trade
* Residence
* Residence
* Mosque
3.
Sta 2 + 200 to Sta 3 + 000
Industrial Estate of Terboyo to Simpang Genuk ((1,800)
*
Industry
* School
*
Trade
*
Densely populated
residence
* University * Hospital
4.
Sta 3 + 000 to Sta 4 + 100
*
Unused land
Simpang Genuk to Kali Babon
*
Residence
(1,100)
* Industry
* *
Industry Paddy field
* Unused land
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5.
Sta 4 + 100 to Sta 4 + 600
Road Environmental Management and Monitoring Plan (UKUUPL) - Package 2 Semarang - Demak Road Section (Capex)
Kali Babon to Kabupaten Demak Boundaries
* Residence
*
* Office complex
* Industry
Unused land
* Industry 6.
Sta 4 + 600 to Sta 6 + 700
Kabupaten Demak Boundaries to Kali Onggorawe (2,100)
7.
Sta 6 + 700 to Sta 12 + 300
Kali Onggorawe to K. Tulang (5,300)
8.
9.
10.
Sta 12 + 300 to i Sta 14 + 700
Sta 14 + 700 to Sta 18 + 100
Sta 18 + 100 to Sta 20 + 100
Kali Tulang to Kali Wonokerto (2,700)
Kali Wonokerto to Kali Buyaran (5,400)
Kali Buyaran to Demak By-Pass (2,000)
Residence
* Warehouse * Industry
* Disposal canal
Trade
* Residence a Industry
* Residence
* Paddy field
* Disposal canal
* Trade
* Residence * Paddy field
* Residence
* Trade
* Disposal canal * Trade
* Residence * Paddy field
* Residence
* Trade
* Residence * Paddy field
* Warehouse * Paddy field
*
*
* School
* Slow lane Source: Field Identilfcation and Investlgation, February 2004
3.3.3
Land Proprietary Rights In accordance with the lad use condition, land proprietary rights in the corridor along Semarang - Demak road link, most of lands are private property either by individual, company or foundation, and state-owned land. The state-owned land exists in the right side of road i.e. that of used for railway owned by PT KAI, and in the left side of road i.e. the land owned by the Irrigation Agency that exists around irrigation channel. Part of those lands are worked by local community and made them as business location (small shop, garage) and residence at the same time in rent status. Based on current design, it will require land acquisition for the width of 2.3 to 9.1 meter with the length of 1.2 km (sta 0+000 until sta 1+200). According to the Consultant identification results, the lands to be acquitted in the land acquisition plan area are owned by 8 companies, on which the project will only require to acquit the front yards. In the ROW there are also seven small shops owned by local community, while at the south side of road, which is PT KAI property, there are 44 local small shops owned by local community.
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3.4
BIOLOGICAL COMPONENTS
3.4.1 Flora
The area of along Semarang - Demak road is used for residence and industrial areas allowing this area is dominated by yard plants (ornament, fruit, and shading (estate), plants), wet paddy field (wetland cultivation), dry land cultivation plants In the ROW). (along plants shading and area), reforesting plants (in industrial study area there are no rare plants that are protected by the regulations. 3.4.2 Fauna
The The fauna exist in the study area are domesticated and wild animals. several domesticated animals that have economical value are categorized into of types i.e. domesticated animal, poultry and fish, while wild animals comprise types of reptilian, aves, insect, amphibian, and mammalian. 3.5
SOCIO-ECONOMIC, CULTURE AND PUBLIC HEALTH
3.5.1 Socio-Economic Demographic a. Based on the statistics of Kota Semarang (2002), the total population of Kota Semarang is 1,350,005 comprising 671,032 men and 678,973 women in 2002. The statistics of Kabupaten Demak (2002), Kabupaten Demak has a total population of 996,384 comprising 492,123 men and 503,191 women. The total population, sex ratio and density of each kecamatan in study area is shown in Table 3.5. Table 3.5 Total Population and Density in Study Area No.
Kecamatan c a o. ___________
Total Population
Area (Km2)
Man
32,477 27.39 1. Genuk 43,977 78.69 Sayung 2. 28,097 51.54 3. Karang Tengah 31,951 57.84 Wonosalam 4. 46,551 61.18 Demak Kota 5. Source: Statistics of Kota Semarang and Kabupaten
b.
Woman
Total
63,904 31,477 89,058 45,081 56,325 28,228 64,962 33,011 94,776 48,225 Demak, 2002
Sex
Density
Ratio
(Person/Km2)
103 98 99 97 97
2,333 1,132 1,093 1,123 1,550
Population Structure and Growth The structure of population based on sex in the study area can be indicated by the sex ratio, i.e. 103 (Genuk), 98 (Sayung), 99 (Karang Tengah), 97 (Wonosalam and Demak Kota respectively. During last five years (19982002), the population growth of Kota Semarang is 1,47%, while Kabupaten Demak is 2,6%. The composition of population based on productive age group (15-64 years old) and non-productive age (0-14 and > 65 years old) in each kecamatan
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of the study area is shown in Table 3.6. The table shows that the dependency ratio (ratio of non-productive population and productive population) is 45.2 for Kecamatan Genuk in Semarang and 57.1 for each kecamatan in Kabupaten Demak. Table 3.6 No.
Composition of Population per Productive and NonProductive Age Groups
Age
Group
Genuk
Sayung
Kecamatan
____
Krg Tengah
Wonosalam
__
______
Demak
1.
0- 14
18,005
28,854
18,254
30,698
21,043
2.
15 - 64
44,019
56,699
35,854
60,339
3.
> 65
41,359
1,88
3,505
63,904
2,218
3,739
89,058
2,56
56,326
94,776
64,962
Total Dependency RatioII
45.2
57.1
57.1
57.1
57.1
Source: Statistics of Kecamatan Genuk, Sayung, Karang Tengah, Wonosalam and Demak (2002)
c
EconomicsActivities The condition and development of trading and shopping area in the study area is indicated by the number of traditional markets as the transaction facilities of economics activities. In Semarang - Demak road link that will be improved there are 3 local traditional markets, i.e. Genuk. Sayung, and Onngorawe traditional markets. In addition to traditional markets, there are also many small shops (kios), small restaurants (warung makan) and vendors along the road. The economics sectors that are dominant based on its contributions to local revenue, which are reflected in the Gross Regional Domestic Product (PDRB) on market price basis of 2001 are: trade, hotel and restaurant (40.47%), processing industries (8.26%), and services (12.55%) for Kotamadya Semarang, and agricultural sector (44.03%), big and retail trade as well as indutrial sectors for Kabupaten Demak.
d.
Livelihoodand Income Based on statistics of each kecamatan in the study area in 2002, major means of livelihood of population in Kecamatan Genuk (Semarang) is worker (47.54%), service and others (23.44%). While in three kecamatans of the study area of Kabupaten Demak (Sayung, Karangtengah, and Wonosalam), most of population livelihoods are farmers (>50%), and then laborers. In Kecamatan Demak no sectors dominate the means of livelihood, which spreads evenly to all sectors (30% of each sector) as shown in Table 3.7.
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Table 3.7 Composition of Livelihood in the Study Area NO. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12.
Type of Livelihood Farmer Fisherman Entrepreneurship Labor Trade Transportation Servant/Army Pension Other services Plantation Fishery Livestock Total
Genuk
Karang Tengah % Total % 17,287 59.52 51.95 227 0.78 3.36 68 0.23 0 6,437 22.04 24.34 1,967 6.74 10.47 763 2.61 3.12 678 2.32 2.95 193 0.66 0.70 1,581 5.41 3.11 0 0 0 0 0 0 0 0 0 100 29,201 100
Sayung
Total | | % Total Livelihood o. 18,919 16.63 6,718 1,225 0.06 23 0 0.51 207 8,864 47.54 19,203 3,814 5.20 2,100 1,138 2.28 921 1,073 3.33 1,3431 255 1.01 409 1,133 23.44 9,466 0 0 0 0 0 0 0 0 0 100 34,421 40,390
Demak
Wonosalam ___
Total | % Total 32.76 22.792 65.58 24,475 0 0 0 0 0 0 305 0.88 6.16 4,603 4,529 13.03 8.50 6,353 3,268 9.40 0 0 11,161 3.34 0 0 737 2.12 0 0 150 0.43 21.74 1,810 5.21 16,243 0.06 45 0 0 0 22,771 30.47 0 0.31 232 0 0 100 44,752 100 74,722
Source: Statistics of Kecamatan Genuk, Sayung, Karangtengah, Wonosalam and Demak (2002)
According to the statistics of Kotamadya Semarang (2002), regional income per capita of Kotamadya Semarang on market price basis in 2001 was Rp. 9,295,038. While the statistics of Kabupaten Demak shows that the regional income per capita in 2002 was Rp. 2,410,086. Based on interview result with respondents conducted in site, income per capita per month on average is less than Rp. 100,000 (90.35% of total respondents). 3.5.2 Socio-Culture a.
Socio-Culture Condition
In general the community of study area is divided into two groups, i.e. semiurban and urban communities. At Semarang - Demak road betterment plan area, the community still hold certain traditions, especially those of related to belief and religion. In addition, the community movement in study area is in high level as they can access to surrounding areas easily due to the availability of road infrastructures that are in good condition, as well as the availability of public transportation passing through the study area. b.
Education
There sufficient types and number of education facilities are available to the study area allowing appropriate level of education of the community, and only small possibility of existence of illiterate people. The type and number of education facility is presented in Table 3.8.
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Table 3.8. Amount and Type of Education Facility in Study Area No.
Education Facility Genuk
1. 2. 3. 4. S. 6. Source:
Sub-district Krg. Wonosalam Tengah 19 23 40 45 7 8 3 2 0 0 0 0 Wonosalam and Demak in 2002
Sayung
Kindergarten 31 21 Elementary School & M.Ib 39 51 Junior High School & M.Ts. 10 11 Senior High School & M.A. 6 53 Islamic School (Pesantren) 14 0 University 1 0 Statistics of Kecamatan Genuk, Sayung, Karangtengah,
Demak 34 67 13 11 0 1
Most of respondents in the study have appropriate education level comprising Senor High School (SLTA) of 30.70%, Elementary School (20.18%) and Junior high graduated (19.30%).
c.
Community Perception Most of the respondents do not know the information on Semarang Demak road betterment project, i.e. 80.7%, and only 19.3% respondents know the project. From 22 respondents who know about the project, 50.54% respondents got the information from the kecamatan/kelurahan office or staff, while other 47.41% from other sources, including from the Consultants who are carrying out field measuring activities. All of 114 respondents interviewed in the study area agree with the project plan. They viewed that the project would give benefits to wider community (33.13%), the project would reduce traffic congestion and accident (24.38%), and project can provide work opportunity of employment (21.88%), as shown in Table 3.9. Table 3.9. Respondent's Response to the Project
l
~~~~~~~~~~~~~Response to Agree with the Project Agree, Reason: a. Give some benefits to wider communitha b. Provide work opportunitn c. Provide business opportunit (trade, ot etc) d. Increase of social welfare ject tional development Ac Batars f.T TOTAL Source : Prlmar)y 5urvey, February 2004 Note., ) the It is possible to give more than one answers
Responden t Amount Amounts (%/)
114 53 35 22 7 4 39
100,00 33.13 21.88 13.75 4.38 2.50
160
100.00
24.38
Most of the respondents (65.8%) expressed their willing to enroll their family members in the project in conformity with their capabilities. The most respondents gave suggestions to the project to construct median, sidewalks, and zebra cross (34.08%), while the remaining respondents are willing to the project to develop road safety equipment and facilities, including road lights, Association of PT Binatama Wirawredha Konsultan and PT Ika Adya Perkasa
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cross bridge and traffic light in T-intersection. The respondents' suggestions are presented in Table 3.10. Table 3.10.
Respondent Suggestion of the Project
No.
Suggesbons
Resondents
Percentage
1. 2. 3. 4. 5. 6.
Construction of median, sidewalk, zebra-cross Providing traffic lights in the T-intersection Construction of a cross bridge Provision of road lights Availability of good drainage Availability of alternative road for bicycle or heavy-duty vehicle (bus / truck / container) Construction of U-turn Others TOTAL
61 19 29 33 15 2
34.08 10.61 16.20 18.44 8.83 1.12
7. 8.
1.68 9.50 100.00
3 17 180
Source: Primary Survey, February 2004 Note : ) It is possible to respondent to give more than one suggestions
3.5.3 Public Health The type and amount of health facilities in a study area are good enough, except for Karangtengah Sub-district that has a minim number and type of health facility, nearby, however, it is easy to access to the health facility in its surrounding area in health people's of condition the influence so that this is not significantly 3.11. Table in Karangtengah Sub-district, as described Table 3.11.
Type and number of Health Facility in Study Area
No.
Type of Facility
Genuk
Sayung
1. 2. 3. 4. 5.
Hospital Village Clinic (Puskesmas) Policlinic Maternity Hospitals Specialist Medical I _ (Doctor)
1 5 8 0 14
0 7 2 2 0 I
_I
Krg.
Wonosalam
0 5 0 0 0
1 5 0 1 0
Tengah
Demak
______
1 12 3 8 0 I
I
Demak, 2002 Source: Statistics of Kecamatan Genuk, Sayung, Karangtengah, Wonosalam and
According to the Village Clinic officer in Kecamatan Sayung the health obstruction that is frequently suffered by the community member is Respiratory Disease (ISPA). This information is supported by the result of interview with respondent in the study (7 9.8 2 %). The result of the interview is shown in Table 3.12.
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Table 3.12
Types of Diseases Suffered by Local Community
No.
Type of Disease
1. 2. 3.
Influenza / Throat / Respiratory Diarrhea / Dysentery ......... Skin / Itch / Scabies / Ringworm
4.
Others
TOTAL
3.6
Amount of
Percentage (%)
91 1 3
79.82 0.88 2.63
19
16.16
80
100.00
PUBLIC FACILITIES AND INFRASTRUCTURE
3.6.1 Road Condition The condition of existing Semarang - Demak road that will be improved may be divided into 2 sections, i.e. section-I from under Kaliwage toll road to the boundary of Kota Semarang and Kabupaten Demak (sta 0+000 to STA 4+600) and section-2 from the city boundary to the end of road link in Demak by pass (sta 4+600 to STA 20+100). The physical condition of existing road in section-1 at the time of implementation, which consists of 4 lanes of two ways with the width of roadway of 11.54 m to 17.9 m was in deteriorate condition resulted from both water backup and traffic density. At the end of this section-1, which is 600 m before the boundary of kota and kabupaten, the road has 2 lines and 4 lanes of 3.5 m width of each. While in section-2 the condition of the road is still good with 2 lines and 4 lanes. However, in the area of city surrounding the road narrowed (bottleneck) from the direction of Demak to Semarang, which is susceptible to traffic accidents. According to the Technical Implementation Office (Balai Pelaksana Teknis) of Bina Marga, Semarang the area that is seriously affected by traffic accidents is in city border area (road access to kota from kabupaten) that close to Sayung Market and Karangtengah Market (Onggorawe).
3.6.2 Traffic Condition The Semarang - Demak road link services public transportation of long distance route with medium until high speed. This road is national road servicing/connecting inter-city in Java island and also between Java island and nearby islands. This road link is part of North Java Road corridor that is the artery of Indonesian economics activities, with daily traffic volume of 5.251 smp at maximum. The Consultant has conducted a survey of traffic count volume during 24 hours of working days (Monday - Tuesday) and holiday (Saturday - Sunday), at 3 monitoring spots. The survey was conducted from the beginning (Kaligawe Street, sta 0+200), T-intersection road of Semarang - Demak and Genuk Sari (sta 3+000) and the end of project (Semarang Demak Road close Demak By-Pass (sta 20+100), which results are illustrated in Table 3.13.
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Table 3.13. Result of Traffic Volume Estimation in the Study Area Monitoring Pos
No.
Volume Vehicle (vehicle / hour)
Vehicle Unit Passenger (SMP / hour)
7.345 7.105 3.470
5.251 4.429 3.216
Pos - 1 (sta 0+200) Pos - 2 (sta 3+000) Pos - 2 (sta 20+100)
1. 2. 3.
Source: Primary Survey and Consultant Analysis, February 2004 3.6.3 Service Level Based on current consultant analysis, the condition of road service level (V/C) in Semarang - Demak road section has almost exceeded the capacity i.e, 0.98 in Post-1 and 0.94 in Post-2, while in Post-3 is only 0.52. For clearer, the result of study on road service condition is shown in Table 3.14. Table 3.14 Road Service Condition in Study Area Observation Post
No.
Peak - VC Existing (Existing) MP/ hour) (SMP /hour)
Pos - 1 (sta 0+200) Pos - 2 (sta 3+000) Pos - 2 (sta 20+100)
1. 2. 3.
5.251 4.49 3.217
5.351 4.696 6.188
Existing V/ c 0.98 0.94 0.52
Source: ConsultantAnalysis Result, February 2004
3.7
PUBLIC FACILITIES AND UTILITIES
3.7.1 Public Facilities The types of public facilities available along the project corridor are Inter-City Bus Terminal (Terboyo), Hospital (Sultan Agung), Local Government Clinic (Puskesmas), University (Unisula), Schools (Junior and Senior High), private and public offices, mosque, market, shop, small shop, restaurant, beauty parlor, garage, etc. 3.7.2 Public Utilities The public utilities available along Semarang - Demak road section are as follows: * State Electricity Enterprise (PLN) electricity network *
Telephone network
*
Irrigation Network Municipal Waterworks (PDAM) Network
*
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IV.
Road Environmental Management and Monitoring Plan (UKUUPL) - Package 2 Semarang - Demak Road Section (Capex)
POTENTIAL IMPACTS
4.1
IDENTIFICATION AND ESTIMATION OF IMPACTS 4.1.1 Identification of Impacts
Before preparing impacts estimation the Consultant will perform identification of impacts for analyzing potential environmental impacts resulted from the project
work plan. Identification of impacts will be carried out by using Impact Interaction Matrix to be further outlined into Estimated Impact Indication as shown in Table 4.1 and Table4.2. 4.1.2 Estimated Impacts
The approach used is the experts will conduct site investigation, collection of initial environmental data, and discussion / interview with related institutions, proponent and members of community for obtaining the main issues of environmental impacts. The Consultant's framework in the UKL/UPL Study of Semarang - Demak Road Improvement project is illustrated in Figure 4.1. Furthermore, the estimated impacts will be categorized into Positive Impacts (+) and Negative Impacts (-). While the main scale of impact will be categorized into (1) Small, (2) Medium, and (3) Large scales. Figure 4.1 FRAMEWORK of STUDY PREPARATION OF UKL/UPL FOR ROAD BETTERMENT PROJECT PREPARATION STUDY OF UKLJUPL OF SEMARANG -DEMAK ROAD BETTERMENT Description of Proposed Road Betterment Project
lEnvironmental
GOI Laws and Regulations on
Scope of Works of Environmental study for Road Betterment Project
Field Survey and Investigation (Preliminary)
Data Collection of Environmental Components
Description of Existing Environmental Condition in the Location of Road Betterment Project
Identification, Estimation and Analysis of Environmental Impact of the Road Betterment Project
Recommendations to UKL & UPL
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TABLE 4.1 MATRIX OF UKL - UPL STUDY IMPACT INTERACTION SEMARANG - DEMAK ROAD BETTERMENT No.
ENVIRONMENTAL COMPONENT ________________
B
A
~~AB
ACTIVITY COMPONENTS I -J IK E
D
IC
Chemical Physics I 1 Climate 2
Air Qulaity
3 Land Quality 4
-
Noise
5 Vibration 6 Phisiographic and Geological 7
8
G
H
X
X
-
X
X
-
-
-
-
-
-
M
IL
X
-
X
X
X
-
-
-
X
-
-
X
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
x
-
x-
-
X
-
-
X
X
X
-
x
-
X
X
Hydrology and Water Quality
Land Use / Spatial Planning
11 Biology 1 Flora2 Fauna 3 Water Biota Ill Socio-Economics and Culture 1 Community 2 Livelihood / Economics 3 Land Ownership Structure 4 5
X
F
People Mobility (Movement) Public Health
-
-6 Security and Safety X X Perception 7 Community 8 IV Public Facilities and Infrastructure 1 Road Infrastructure (road, traffic)
- X
2 3
-
Utilities (Telephone, Electricity, Wate Public / Social Facilities Note: Pre Construction A.
Field Survey and Measuring
J.
Side Walk and Drainage Works
X -
= Impact exists = No impacts
-
-
-
X
X
-x -X
-X -
-
-
X
X
X
-
X
-
XX
X
x
X X
Xj--
B. Land Acquisition, Relocation of Drainage and Human Cross Bridge (JPO) Construction Establishment and Operation of Project Office and Base Camp C. Manpower Mobilization D. E. Mobilization of Heavy Equipment Materials Transportation F. Land Preparation G. Road Pavement and Bridge Structure Works H. Median Development I. Minor Works K. Post Construction Road Operation L. M. Road Maintenance.
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Table 4.2 Estimated Impacts Indication No.
Activities that may be source of Impacts
A. 1.
PRE - CONSTRUCTION Field Survey and Measuring
2.
Land acquisition, Relocation of Drainage and Human Cross Bridge (JPO)
B. 1.
CONSTRUCTION Establishment and operation of Project Office and Base Camp
2.
Mobilization of Manpower
Affected Environmental SubComponents
Potential Impacts
*
Community Perception
*
Positive Perception of the Community
*
Surface Water Economic Activities
*
*
*
Surface water flow obstacles Business area obstruction
*
Quality of surface water
*
Surface water obstades
*
Work and business opportunities Community Perception
*
Work and business opportunities Social restless of local manpower
.
* 3.
Mobilization of Heavy-Duty Equipment
* *
Noise Traffic
* *
Increase of Noise Traffic obstacles
4.
Materials Transportation
*
Air quality Noise Traffic
* * *
Air pollution Increase of noise Traffic obstacles
* *
Air quality Noise Surface Water
* * *
* *
Accessibility Community's health
* *
* *
Traffic People's Perception
Air pollution Increase of noise Surface water flow obstacles Accessibility obstacles Obstruction of public health Traffic Obstacles Negative Perception of the community
* * 5.
6.
Land Preparation
Road Pavement and Bridge Structure Works
*
* *
* 7.
Median Development
*
* 8.
Construction of Drainage and Sidewalk
9.
Minor Works
* *
* *
* C. 1.
POST-CONSTRUCTION Road Operation
*
* * 2.
Road Maintenance
*
* *
Accessibility Traffic Public Perception Work Safety Traffic Surface Water Accessibility Obstacles Public perception Work Safety Traffic
* * * * *
Accessibility obstacles Traffic obstacles Negative perception of the community
* *
Work Safety obstacles Traffic obstacles
*
Surface water obstacles Accessibility disturbance Negative perception
* *
* *
Work safety obstacles Traffic obstacles
Air Quality Noise Road and traffic infrastructure
* * *
Air pollution Increase of noise Improvement of road service, safety and freshness
Road Users' Safety Public perception Road Infrastructure
* * *
Traffic accident Positive perception Road service improvement
Source: ConsultantAnalysis Results, February 2004
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4.2
Road Environmental Management and Monitoring Plan (UKLUUPL) - Package 2 Semarang - Demak Road Section (Capex)
PRE-CONSTRUCTION PHASE
4.2.1 Field Survey and Measuring
a,
Public Perception The interaction between field survey and measuring team and local community will form community perception. As the activity plan will locate on existing road with dense traffic and high rate of traffic accident, i.e. six events in Demak Resort where 16 died, 4 seriously injured, and 18 slightly injured, it is estimated that the Semarang - Demak road betterment project will lead to positive impact forming positive perception of public to the project.
4.2.2 Land Acquisition, Drainage and Human Cross Bridge (JPO) Relocation
a.
Sufface Water Flow Obstacles The implementation of drainage relocation activities along sta. 0+000 to 3+400 may obstruct surface water flow. Moreover, the area around the drainage relocation activities is area with low elevation that is susceptible to the seawater tide. The drainage relocation activities may cause potential impact in the form of surface water obstacles.
b.
ObstructionofBusiness Activities The implementation of land acquisition, relocation of drainage and human cross bridge, especially at sta 0+000 to sta 3+400 that is densely populated area, may obstruct the activities of people running business in that location. In the left side (direction of Demak) of road widening plan there are some 7 small shops and garages.
4.3
CONSTRUCTION PHASE
Construction Preparation 4.3.1 Establishment and Operation of Project Office & Base Camp
a.
Surface Water Quality Disturbance The disturbance of surface water quality may come from waste disposal during office and base camp operation. In addition, solid wastes from organic and non-organic, plastic and other garbage thrown to the earth or water canal adjacent to project office and base camp may be a potential pollutant to surface water. The surface water pollution may also be caused by spilled oil or fuel that are washed away by rain water to irrigation channel or river.
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4.3.2 Mobilization of Manpower a. Work and Business Opportunities In the construction phase of road betterment project it may require 200 persons of manpower. It is expected that the manpower will be taken form the local community around the project location as 65.8% of respondents have stated the willing to enroll their family members in project works. It is estimated that this work opportunity even limited may give positive impact to the local community. Because apart from work opportunity they also have the opportunity to run business, for instance, they may sell employees' daily needs to consume. b.
Social Restless ofLocalManpower The manpower required by the project (assuming 200 persons) will be recruited based on several qualifications, i.e. road engineer, project manager, foreman, and unskilled laborer. A priority of the recruitment of manpower will be given to local community in order to avoid social jealousy. Social jealousy may be reflected in the form of demonstration/protest, stealing/destruction of project equipment/vehicle, base camp, violence act to non-local project employee.
4.3.3 Mobilization of Heavy-Duty Equipment a. Noise Increase The activities of mobilization of heavy-duty equipment such as dump truck, backhoe, bulldozer, grader and other construction equipment from rental location to base camp may lead to potential impacts in the form of noise that may increase along road passed through. This may also occur on the transportation of materials by heavy-duty equipment from quarry location, which is 50 - 100 km from project site. b.
Traffic Obstacles Traffic obstacles or congestion may occur in dense traffic area, especially at the area where the project started i.e. in the intersection of Terboyo Terminal (sta 1+200) and in the intersection of Jalan Genuk Sari (sta 3+000). During the mobilization of heavy-duty equipment, the traffic congestion will lead to the obstacle of goods and passenger transportation resulting in wasting of time and fuel that will bring into high cost economy.
4.3.4 Materials Transportation a. Air Pollution It estimates that the materials transportation activities using dump truck with the size of 3 - 4 m3 will be 10 vehicles per day. This activity may increase air pollution along road passed through. This impact may come Association of PT Binatama Wirawredha Konsultan and PT Ika Adya Perkasa
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from transported materials/soils that are not properly covered, which then are blown by the wind. The other impacts that may occur are the increase of NOx, Sox, CO gases and Pb from motorized vehicle exhausts resulted from engine ignition. b.
Noise The frequency of back and forth of vehicles transporting materials will cause potential impact in the form of noise increase along road passed through. This impact will come from the sound of engine of vehicles.
c.
Traffic Obstacle It estimates that the materials transportation activities using dump truck with the size of 3 - 4 m3 will be 10 vehicles per day. The materials forming sand and river stone will be carried from quarry location in Muntilan (Kabupaten Magelang) or Kalikuto (Kabupaten Kendal) to the project site with the distance of 50 - 100 km. It estimated that the materials transportation activities may lead to traffic congestion as the road passed through is national road having high level of traffic volume, especially truck and inter-city bus. Due to this activity the traffic volume may increase of 5% - 10%. The most obstacle will occur at Jalan Raya Kaligawe section (sta 0+000), and Jalan Genuk Raya (sta 3+000), where the ratio of V/C during the activity take place may reach 1.03 - 1.18.
4.3.5 Land Preparation a. AirPollution It estimates that the impacts resulted from land preparation activities (leveling and cramming) will be the increase of dust content in the air around project site. This will be worsening if the activities are carried out in dry season. The existing road has high volume of traffic that the land leveling and cramming activities may increase dust content in the air. b.
Noise Land preparation activities conducted using vehicles and heavy-duty equipment may bring about raise of noise. All the heavy-duty equipment like bulldozer being operated can reach 7OdBA from the distance of 10m. This will disturb project surrounding as the project locates in the densely school/university, include activities which area, populated situation. quiet hospital/Puskesmas that need
c.
Surface Water Flow Obstacles Land preparation activities that include land leveling and cramming may obstruct surface water flow. The obstruction of surface water course will
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lead to the obstacle of traffic in the project area, especially in the areas with low elevation like Jalan Raya Kaligawe (sta 1+000) to Terboyo terminal (1+200). d.
Accessibility Obstacles Land preparation implementation will include land leveling and cramming activities in the areas where residences, industrial or other business areas, and paddy fields. It is estimated that these activities may cause the obstacles of access roads comprising of Jalan Raya Kaligawe at sta 0+000 (access to Terminal Terboyo and Jalan Semarang - Demak), sta 3+000 (Tintersection of Genuk Sari to Purwodadi direction), sta 4+600 (densely populated area), and sta 14+700 to sta 18+100 (school, trade and warehouse areas).
e.
Public Health Obstruction Land preparation activities may also give potential impact to public health in project site. The increase of dust coming from the construction materials will cause the decrease of air quality in the project are and surroundings, especially if the activities are carried out in dry season. This decrease of air quality will hamper public health of local community accordingly. Moreover, up to present, many people in the project area have frequently suffered respiration disease.
f
Traffic Obstacles The land preparation activities will need several traffic lanes for materials pile, heavy-duty vehicle parking area, and back and forth of vehicles transporting materials or people working for project resulting in the decrease of traffic volume. This traffic density due to the decrease of road service will give an impact in the form of traffic congestion, especially in Jalan Raya Kaligawe and Jalan Genuk Sari, which traffic volumes have been high. The use of traffic land for land preparation activities as width as 1 to 2 meters will bring into road constriction (bottleneck) resulting in the increase of ratio to 1.26 - 1.54.
g.
Public Perception Accumulative potential negative impacts described above may finally influence public perception to the project, which may develop to negative perception. The community will conclude that the project has led many obstructions to their daily activities.
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4.3.6 Road Pavement and Bridge Structure Works
a.
AccessibilityObstacles Road pavement and bridge structure works will include leveling and cramming of roadway as well as re-overlaying bridge and culvert exist along project site. These activities will take place in the areas where there are any access road to residence, industrial or other business areas, and paddy fields. It is estimated that these activities may lead to the obstacles of access roads comprising of Jalan Raya Kaligawe at sta 0+000 (access to Terminal Terboyo and Jalan Semarang - Demak), sta 3+000 (T-intersection of Genuk Sari to Purwodadi direction), sta 4+600 (densely populated area), and sta 14+700 to sta 18+100 (school, trade and warehouse areas).
b.
Traffic Obstacles The road pavement structure works will consist of: aggregate base, prime coat, teack coat, ACWC, AC Binder and AC Base Course. In Jalan Raya Kaligawe (sta 0+000) to Jalan Genuk Sari (sta 3+000), road service will decrease that V/C ratio may increase to 1.26 - 1.54. This means that the traffic volume will exceed the road capacity during the implementation of road pavement structure activities.
c.
PublicPerception The impact of accessibility obstacle due to the road pavement and bridge structure activities resulting in traffic obstacles will finally influence public perception to the project, which may develop to negative perception. Public will conclude that the project has led many obstructions to their daily activities.
4.3.7 Development of Median
a.
Work Safety Obstruction It is estimated that the development of median may lead to obstruction of security and safety, especially to the workers carrying out median construction activities as Semarang - Demak road is designed to high speed traffic in conformity with its status as national road, and due to the high volume of traffic.
b.
Traffic Obstacles Traffic congestion and obstacles would occur during the implementation of median development. With the existing condition, where the traffic volume is high, the median development may lead to the decrease of road service due to the existence of workers on the roadway. Accordingly, the decrease of road service will cause traffic congestion at certain sections where the activities are carried out.
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4.3.8 Drainage and Sidewalk Development
a.
Surface Water Flow Obstacles It is estimated that the development of drainage in both left and right side of road of 1.5 m - 2 m width will hamper surface water flow, especially at disposal canal channeling water from south direction toward Java Sea in north side of road. This obstacle will become worse in the industrial and other public activity areas, where backup of water occurs during rainy season, especially in Kaligawe, Genuk, and around Semarang - Demak boundaries (sta 4+600) having low elevation.
b.
AccessibilityObstacles The development of drainage and sidewalk will comprise of overall excavation at the edge of roadway in the areas, which activities will hamper access road to residence area, public activities (hospital, school), business area and paddy field. During the implementation of works, road access to public activities through this road will be obstructed. The activities in residence area will also hamper public movement from and to residence area.
4.3.9 Minor Works
a.
Work Safety Obstruction Minor works are the last construction works, i.e. finishing phase in the form of hot mix asphalt overlay, stabilization with vegetation, installation of road signs, direction pole, and other road equipment. These activities, even in minor volume, may lead to the obstruction of work safety in project site.
b.
Traffic Obstacles The function of minor works, even a finishing phase of construction, will be vital as this relates to the road signs and marks and other road safety aspects. This activity may lead to the traffic obstacles even for temporarily and not in long time.
4.4
POST-CONSTRUCTION PHASE
4.4.1 Road Operation
a.
Air Pollution The measuring results of air quality in the study location showed that all parameters of air quality (NOx, Sox, Ox, C02) except dust are under threshold rate in accordance with the Government Regulation (PP) No. 41/1999. However, the better condition of Semarang - Demak road after betterment may lead to the increase of traffic volume. As the consequence,
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gas emission from vehicle exhaust will decrease the air quality. This impact will spread along road corridor in the radius of 100 m at the left and right side of road even the high intensity will occur in the peak hours. b.
Noise The noise will come from the vehicles passing through the road. The measuring results in the location study represented by 5 point samples showed that, in general, the noise grade have exceed quality standard despite sampling was conducted at the distance of 50 m from sound sources since the passing vehicles mostly were truck and bus. The land use pattern regulating the land may be used for various purposes including industry, residence and public services (hospital, school) as well as commercial activities (market, shop) has led to the difficulty of application of noise standard.
c.
Social Services, Safety and Freshness Improvement The operation of Semarang - Demak road after betterment implementation will increase road services that include safety and freshness aspects. The improvement of traffic course accompanied with the increase of services, safety and freshness will automatically support the development of economics and industrial activities in Kota Semarang and Kabupaten Demak.
d.
TrafficAccident The road that has been improved with good condition and sufficient width, which lines and lanes have been adjusted to standard national road will normally encourage people to drive the vehicle in high speed that may result in susceptible condition to traffic accident. In addition, the road with good condition will directly improve road users' movement of both those of using vehicles and pedestrians.
e.
PublicPerception The road in better condition after construction implementation, which will be able to support economics and other activities, may lead to form positive perception of public. Public will conclude that the project has given many benefits to their daily activities as well as economics activities, especially in safety and freshness aspects.
4.4.2 Road Maintenance a. Road Service Improvement Road maintenance activities will finally have impact to road service improvement. Organization of road use should also be performed in the maintenance period, for instance regulation of parking area and business
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activities. It is expected that proper road maintenance will bring into appropriate road services. Furthermore, the summary of environmental impacts of Semarang - Demak road project are shown in Table 4.3. Table 4.3 Environmental Impacts may Occur Source of Impact
Type of Impact
Level of Impact
Remarks
PRE-CONSTRUCTION
0. Field Survey and Measuring 1. Land Acquisition, Relocation of Drainage and Human Cross Bridge (JPO) CONSTRUCTION 1. Establishment and
Operation of Project Office and Base Camp 2. Mobilization of manpower
* Positive perception of
* Fecal Coli > quality
water flow
standard
* Work and business
* 200 manpower
opportunities * Social restless of local manpower * Noise increase * Traffic obstacles
4. Materials
* Air pollution * Noise
* > 70 dBA * V/C => 1
*
Bridge Structure Works
* Air pollution
* Accessibility obstruction * Traffic obstacles
* Negative perception of public
* (-)I, Medium
* I1, Small * (-) I, Large
Dust > quality
* I-)1, Small * (-) NI, Large
*
standard and pollutant gas > 55 dBA
(-)I, Medium
* V/C=>1
* (-) NI, Small * (-)I, Large
* Dust > quality
*
*
standard and pollutant gas > 70 dBA volume of water backup Covering of access High level of respiration disease V/C => 1
*
Cumulative
* Noise * Surface water flow obstacle * Accessibility obstruction * Public health obstruction
6. Road Pavement and
* (-)1, Large
to involve
*
* Traffic obstacles * Public negative perception
* (-)I, Large
* 65.8 % are willing
* Traffic obstacles
5. Land Preparation
* (-) I, Large
rate of accident * Volume of water backup * 7 business location
* Obstacle of surface
3. Mobilization of HeavyDuty Equipment
Transportation
* V/C => 1, and high
public * Obstacle of surface water flow * Obstruction of business area
* * * *
negative impacts
* *
(-) NI, Small
I-)1, Large I-)1, Small
* (-) NI, Small * I-)1, Medium *
I-)1, Large
* (-) NI, Small
* Covering of access * I-)1, Medium * V/C => 1 * (-)1, Large * Negative perception * (-) NI, Small
Association of PT Binatama Wirawredha Konsultan and PT. Ika Adya Perkasa
of public
Page - 27
Draft Final Report
Source of Impact 7. Median Development
Road Environmental Management and Monitoring Plan (UKLUUPL) - Package 2 Semarang - Demak Road Section (Capex)
Remarks
Level of Impact
Type of Impact * Work safety obstruction
* K3 and work
* Traffic obstacles
* V/C => 1
* (-) I, Medium
accident *
(-)NI, Small
* Negative perception of public 8. Drainage and Sidewalk Development
* Surface water flow
* Volume of water
* (-) I, Small
obstacle * Accessibility obstruction
backup * Covering of access * V/C => 1
* (-) NI, Small * (-)I, Small
9. Minor Works
* Work safety obstruction
*
* Traffic obstacles
POST-CONSTRUCTION 1. Road Operation
* Air pollution
* Noise * Improvement of traffic services, safety and freshness * Traffic accident * Positive perception 2. Road Maintenance
* Road service improvement
K3 and work accident * V/C =>
* (-) I, Small
* Dust > quality
* (-) NI, Small
. *
* *
*
standard and pollutant gas => 55 dBA Minor traffic accident and congestion Accident rate Road service, safety and freshness improvement Traffic smoothness
*
* *
(-) 1, Small
(-) I Small (+) I, Large
* (-) NI, Small * (+) I, Large
* (+) I, Medium
Source: Consultant's Analysis Results, Februa,y 2004 Notes: (-)/ (+) = Negative / Positive I/ NI = Important/ Not Important
Association of PT Binatama Wirawredha Konsultan and PT Ika Adya Perkasa
Page - 28
Draft Final Report
V.
Road Environmental Management and Monitoring Plan (UKUUPL) - Package 2 Semarang - Demak Road Section (Capex)
ENVIRONMENTAL MANAGEMENT PLAN (UKL) Environmental Management Plan (UPL) of Semarang - Demak Road Improvement project is summarized in Table 5.1.
VI.
ENVIRONMENTAL MONITORING PLAN (UPL) Environmental Management Plan (UPL) of Semarang - Demak Road Improvement project is summarized in Table 6.1.
Association of PT Binatama Wirawredha Konsultan and PT Ika Adya Perkasa
Page - 29
i I
I
i II
I i
IV.
POTENTIAL IMPACTS
41.
IDENTIFICATION AND ESTIMATION OF IMPACTS
4.1.1 Identification of Impacts Before preparing impacts estimation the Consultant will perform identification of impacts for analyzing potential environmental impacts resulted from the project work plan. Identification of impacts will be carried out by using Impact Interaction Matrix to be further outlined into Estimated Impact Indication as shown in Table 4.1 and Table4.2. 4.1.2 Estimated Impacts The approach used is the experts will conduct site investigation, collection of initial environmental data, and discussion / interview with related institutions, proponent and members of community for obtaining the main issues of environmental impacts. The Consultant's framework in the UKL/UPL Study of Semarang - Demak Road Improvement project is illustrated in Figure 4.1. Furthermore, the estimated impacts will be categorized into Positive Impacts (+) and Negative Impacts (-). While the main scale of impact will be categorized into (1) Small, (2) Medium, and (3) Large scales.
Figure 4.1 FRAMEWORK STUDY PREPARATION OF UKL/UPL FOR ROAD BETTERMENT PROJECT
|
PREPARATION STUDY OF UKL/UPL OFl SEMARANG - DEMAK ROAD BETTERMENTl
GOI Laws and Regulations on Environmental
Description of Proposed Road Betterment Project
Scope of Works of Environmental study for Road Betterment Project
Field Survey and Investigation (Preliminary)
|
Data Collection of Environmental Components
Description of Existing Environmental Condition in the Location of Road Betterment Project
Identification, Estimation and Analysis of Environmental Impact of the Road Betterment Project
Recommendations to UKL dan UPL
Table 4.2 Estimated Impacts Indication No.
Activities that may be source of Impacts
Affected Environmental SubComponents
Potential Impacts
A.
PRE
1.
Field Survey and Measuring
*
Community Perception
.
2.
Land acquisition, Relocation of Drainage and Human Cross Bridge (JPO)
Positive Perception of the Community
* *
Surface Water Economic Activities
*
*
Surface water flow obstacles Business area obstruction
-
CONSTRUCTION
B.
CONSTRUCTION
1.
Establishment and operation of Project Office and Base Camp
*
Quality of surface water
*
Surface water obstacles
2.
Mobilization of Manpower
*
*
*
Work and business opportunities Community Perception
Work and business opportunities Social restless of local manpower
Mobilization of Heavy-Duty Equipment
* *
Noise Traffic
*
Materials Transportation
*
Air quality Noise Traffic
* *
*
* *
Air quality Noise Surface Water
* * *
* *
Accessibility Community's health
*
* *
Traffic People's Perception
*
* *
Accessibility Traffic Public Perception
3. 4.
* * 5.
6.
Land Preparation
Road Pavement and Bridge Structure Works
*
* 7.
Median Development
*
* 8.
Construction of Drainage and Sidewalk
* *
* 9.
Minor Works
*
.
Work Safety Traffic Surface Water Accessibility Obstacles Public perception Work Safety Traffic
*
.
. *
. *
.
* *
*
a * *
.
Increase of Noise Traffic obstacles Air pollution Increase of noise Traffic obstacles Air pollution Increase of noise Surface water flow obstacles Accessibility obstacles Obstruction of public health Traffic Obstacles Negative Perception of the community Accessibility obstacles Traffic obstacles Negative perception of the community Work Safety obstacles Traffic obstacles Surface water obstacles Accessibility disturbance Negative perception Work safety obstacles Traffic obstacles
No.
Activities that may be source of Impacts
Potential Impacts
Affected Environmental SubComponents
C.
POST-CONSTRUCTION
1.
Road Operation
*
2.
Road Maintenance
*
Air Quality Noise Road and traffic infrastructure
* * *
Air pollution Increase of noise Improvement of road service, safety and freshness
*
Road Users' Safety Public perception
* *
Traffic accident Positive perception
*
Road Infrastructure
*
Road service improvement
* *
Source: Consultant Analysis Results, Februaly 2004
TABLE 4.1 MATRIX OF UKL SEMARANG
No.
-
-
IPL STUDY IMPACT INTERACTION
DEMAK ROAD BETTERMENT
ENVIRONMENTAL COMPONENT
r^K=-
IluI
CONSTRUCTION
CONSTRUCTION
A
B
C D E F G H
I
J
K
-
-
-
-
I Chemical Physics 1 Climate 2 3 4
Air Qulaity Land QualityNoise
-
5
-
Vibration
-
-
- X
-
-
-
-
6 7 8
Phisiographic and GeologicalHydrology and Water Quality Land Use / Spatial Planning-
-
ll
-
Biology
X
X
-
-
-
-
-
-
-
M
-
X
-
-
-
-
-
-
X
-
-
-
-
--
-
X
-
-
-
X
----
-
-
-
--
-
-
-
-
Socio-Economics and Culture -
X
-
X -
-
7 8
Community Perception
X
X
-X
X
-
-
---
X
x -
-
-
-
-
-
-
----
-
-
-
-
-
-
X X -
-
-
-
X
- X
-
-
-
X
--
-
-
X
X
-
X
-
Public Facilities and Infrastructure
Road Infrastructure (road, traffic) Utilities (Telephone, Electricity, Water) Public / Social Facilities
-
-
No impacts
-
X
X
X--
X
X
-
-
Note: A. Field Survey and Measuring B. Land Acquisition, Relocation of Drainage and Human Cross Bridge (]PO) C. Establishment and Operation of Project Office and Base Camp D. Manpower Mobilization E. Mobilization of Heavy-Duty Equipment F. Materials Transportation G. Land Preparation H. Road Pavement and Bridge Structure Works I. Median Development J. Road Operation K. Road Maintenance X = Impact exists =
L
--
-
Community Livelihood / Economics Land Ownership Structure People Mobility (Movement) Public Health Security and Safety
IV
-
XX
Water Biota-
IlIl
-
X X
-
1 2 3 4 5 6
1 2 3
-
1 Flora 2 Fauna 3
-
-
CONSTRUCTION
-
-
-
-
X
-
X
X
X
X
-
X
-
-
I
I
ii
i
TABLE 5.1. SUMMARY OF ENVIRONMENTAL MANAGEMENT PLAN (UKL) SEMARANG - DEMAK ROAD BETERMENT, CENTRAL JAVA PROVINCE
NO.
TYPE OF IMPACT
SOURCE OF IMPACT ACTIVITIES
L a
PRE-CONSTRUCTION PHASE ;Ic.a Fiti.i Cit O S:I*
B. Business Area Obstruction
C. Positive Perception of Public
* LandAcquisition, Construction of temporary canal of surface Reloction of Drainage and water Human Cross Bridge (JPO)
A
-Along relocated drainage
.
Land Acquisition, Project socialization to local business owners, *Inland acqluisition area Reloction of Drainage and public figures and wider community (sta 0+000 s/d sta 3+400) Human Cross Bridge (JP * Publication and giving a grace to the owners of busness place to demolish business building Giving compensation to the land and business owners, including assistance to the owners I to move the business to other sensible location memindahkan usahanyaagar dapatmelan- I *Making Endeavor to implement land acquisitio inaccordance with effective procedures *Socialization of alignment of fence and buildir * Inproject location along Semarang -Demak road (sta 0+000 s/d sta 20+100) *Field Survey and
Measuring
IL
ENVIRONMENTAL MANAGEMENT LOCATION
Providing transparent information to the local Around project site community * Project socialization in Village or Kecamatan *In village/kecamatan of the study area of the study area involving local public figures
TIME
EXECUTOR
Initial relocation until the completion of drainage development
Contractor and/or Executing Agency
Prior to the implementation of land acquisition
Proponent I Project Office
Prior to the implementation of land acquisition During the implementation of land acquisiton until project completion
Proponent / Project Office iacordination with Bappeda of Kota I Kabupaten Preparation phase, prior to and during Proponent, P3JJ and Survey field survey and measuring Team During field survey and measuring activitie *Proponent, Survey Team and Stusy/Planning Consultant
CONSTRUCMON PHASE *.
_
a,ee.Fl.;
C S.:1'
B. Surface Water Flow Obstacles
Establishment of Project Office and Base Camp
Land Preparation
Determination of proper base camp location, which does not adjacent to the residence and paddy field *Prevention of waste disposal coming from toilet facilities, which were contaminated with detergent directly to irrigation channel * Collection of spilled oil/fuel to prevent soil and water pollution * Cleansing, recovery, and greening of project office and base camp area upon the completion of operation Establishment of proper schedule of activity
allowing the constructionVextension
Around project site
On the preparation of determination of project office and base camp location
Around project office and base camp
During the operation of proejct office and base camp
In project office
Prior to the implementafton of construction
to be done prior to rainy season * Organizing the storage of excavation and pilin *Along the location of initial project until materials in order to avoid the covering of Kota boundaries (di sta 0+000 to road drainage and environmental at the sta 4+600) location adjacent to the residence
Assoclatfon of PTBinatamm
Wrkwr.dha Knsuftan and PT lke Ady. P.rk,ss
*Proponent / Contractor and/ or Executing Agency
Proponent / Contractor and/
or Executing Agency During the implementation of land preparation
Table 5.1 -Page -1/6
TABLE 5.1. SUMMARY OF ENVIRONMENTAL MANAGEMENT PLAN (UKL) SEMARANG - DEMAK ROAD BETERMENT, CENTRAL JAVA PROVINCE
NO.
TYPE OF IMPACT
SOURCE OF IMPACT
ACTMTIES
ENVIRONMENTAL MANAGEMENT Mi ENVION LOCATION
C. Surface Water Flow Obstacles
Cosntruction of Drainage *Public socialization on accessibility obstacles * Inproject site that may occur and mitigation measures and Sidewalk *Organizing the storage of excavation and pili - Inproject site, especially at densely populated area materals in order to avoid the covenng of drainage Around paddy fields locate in project *Taking into account land disposal of area excavation result in drainage location
D. Air Pollution
Materials Transportation
Establishment of proper schedule for materials transportation *Providing appropriate cover for the vehicles transporting materials to avoid dust attack * Performing periodic cleansing at the area where dusts may nse
Land Preparation
E. Noise
* Land Preparation
Assocetjon ofPT Binatama Wrawrodha Konsuh'tn and PT lka Adya Pe*assa
* Pnor to construction phase
During the construction of drainage and sidewalk
During the transportation of matenals
At the quarned materials storage quarry At sta 0+000 to sta 3+000, sta 4+ 100 to sta 6+700, sta 12+000 to sta 14+700, sta 18+100 to sta 20+ 100
During cosntruction implementation Implementation of land leveling and oammin *At the area of activities konstruksi in accordance with SOP 4+100 sta 3+000, sta to 0+000 sta At *Performing periodic cleansing at the area to sta 6+700, sta 12+000 to sta 14+ where dusts may rise 700, sta 18+100to sta 20+100 *Provision of divider hedge at the project area At the location of project activities, especially around residence or densely to prevent people back and forth populated area
Mobilization of Heavy-Dut * Mobilization of heavy-duty equipment will nol carried out in peak hours of local Equipment community around the project location *Checking the worthiness of materials transportaton vehicles *Materials Transportation
At project location
TIME
Materals transportation to not carried out in the peak hours of local community in prqect surrounding *Checking the worthiness of materials transportation vehicles
EXECUTOR EXECUTOR * Proponent / Contractor Executor
Contractor andtor protect executor * Contractor or Quarry industnalist Contractor andlor project executor
Contractor or project executor
During mobilization of heavy-duty equipment
Contractor or project executor
Around project activity area and the road passed through
During the transportation of matenals
Contractor or project executor
At the storage of materials and project location
During the transportation of materials
Around project locatiion and the road passed through
|
At the area where the vehicles locate and at project location
Matenals transportation activities to not carrj *Around project locatiion and the road passed through to not carried out in the peak hours of local community in of project surrounding kegiatan *At the storage of materials and *Checking the worthiness of materials project location transportation vehicles
Contractor or project executor * During the transportation of materials
Table 5.1- Page - 216
TABLE 5.1. SUMMARY OF ENVIRONMENTAL MANAGEMENT PLAN (UKL) SEMARANG - DEMAK ROAD BETERMENT, CENTRAL JAVA PROVINCE
NO.
TYPE OF IMPACT
F. Gangguan Aksesbilitas
SOURCE OF IMPACT Land Preparation
ENVIRONMENTAL MANAGEMENT LOCATION
ACTMVTIES
Construction of other access road as an At densely populated area with high altemative during the implementation of projecl mobilization (sta 0+000 to sta 4+600, sta 14+700 to sta18.1 00) *Socialization of accessibililty obstruction Related villages/residences around that may occur and the mitigation measures project site *Preventing placement of matenals in the area At densely populated area with high that mnay cover access road mobilization (sta 0+000 to ala 4+600, 14.700 to sta 18+1 00) * Providing plank/metal sheet for temporary At densely populated area with high access to certain locations with high mobilization (sta 0+000 to sta 4+600, accessibility sta 14+700 to sta 18+100)
Road Pavement and Bridg * Socialization of accessibilitty obstruction Structure Works that may occur and the mitigation measures atau penanganannya Construction of other access road as an altemative during the implementation of project for tem * Providing plank/metal sheet for temporary access to certain locations wAhhigh accessibility
~
Construction of Drainage and Sidewalk
G. Work Safety Obstades
Median Development
Minor Works
Installation of signpost announcing on the development of median resulting inrosad constriction, which is placed of 100 mto project activity location *Installation of road directional signal for early waming at the beginning and end or
median devt area especially innoght time
Associationof PT Binatams Wlrewredha Konsultan and PTlka Adya Pe,*oss
Prior to the implementaiton of work schedule
At densely populated area with high mobilization (sta 0+000 to sta 4+600. sta 14+70010o sta 18+100) At densely populated area with high mobilization (sta 0+000 to sta 4+600, sta 14+700 to sta 18+100)
During the implementaiton of land preparation
At project site where the development of median takes place *Di lokasi tapak proyek yang sedang ada pembangunan median
EXECUTOR Proponent / Contractor or Project Executor
Prior to the implementaiton of work schedule During the implementaiton of land preparation
Related villages/residences around project site
Construction of other access road as an At the location having high mobilizatior alternative during the implementation of project of community (sta 0+000 to sta 4+600. sta 14+700 to sta 18+100) *Socialization of accessibililty obstruction Related villages/residences around that may occur and the mitigation measures project site atau penanganannys Preventing placement of materials in the area At densely populated area with high a that may cover access to the residence mobilization (sta 0+000 to sta 4+600. sta 14+700 to sta 18+100) * Providing plank/metal sheet for temporary At the location having high mobilization access to certain locations with high of community (sta 0+000 to sta 4+600. accessibility sta 14+700 to sta 18+100) Installation of signpost announcing on the development of median resulting in road constriction, which is placed of 100 mto project activity location *Installabon of road directional signal for early waming at both the beginning and enc of median development area
TIME
* During the implementadon of land preparation
Duringthe constnuction of drainage and sidewalk
Proponent / Contractor or Project Executor
Proponent / Contractor or Project Executor
Prior to the implementaiton of work schedule Duringthe construction of drainage and sidewalk
Prior to the implementation of median development
Proponent Contractor
*At night time
Di lokasi tapak proyek yang sedang ada pembangunan median
Prior to the implementation of median development
Dilokasi tapak proyek yang sedang ada pembangunan median
At night time
Proponent / Contractor
Table5.1- Page - 3/6
TABLE 5.1. SUMMARY OF ENVIRONMENTAL MANAGEMENT PLAN (UKL) SEMARANG - DEMAK ROAD BETERMENT, CENTRAL JAVA PROVINCE
NO.
TYPE OF IMPACT
H. Work and Business Opportunities
I. Social Restless
I. Negative Perception
SOURCE OF IMPACT Mobilization of Manpower
Mobilization of Manpower
Land Preparation
Road Pavemetn and Bridge Structure Works
J Public Health
K. Traffic Obstacles / Congestion
* Land Preparation
ACTMTIES
ENVIRONMENTAL. MANAGEMENT ENVION LOCATION
TIMEEEXECUTO TIME
*In the study ara, especially around Prioritizing local community to be recruited protect site as the project manpower in conformity with their qualification businessman local the to Giving the opprtunities for supply of project needs
On the preparation stage and recruitment of employees
Inthe study ara, especially around project site
On the preparation stage and recruitment of employees
At project office and base camp
During the construction activities
Priontizing local community to be recruited as the project manpower in conformity with their qualification Giving guidance to migrant manpower who wrItstay inproject base camp
Aroun project site
During mobilization of heavy-duty equipment
Mobilization of Heavy-Du * Coordination with Dinas Bina Marga andn Dinas Perhubungan Kota Semarang and Equipment Kab. Demak during project implementation *Appointment of the officer at the beginning and end of project area for regulating heavyduty equipment coming in and out the project *Mobilization of heavy-duty during traffic volume is in low level and lack of public activities *Installation of road directional signs
Along route of mobilization of heavyduty equipment
Coordination with Dinas Bina Marga andn Dinas Perhubungan Kota Semarang and Kab. Demak during project implementation *Appointment of the officer at the beginning and end of project area for regulating heavyduty equipment coming in and out the project *Mobilization of heavy-duty during traffic volume is in low level and lack of public activities * Installation of road directional signs
Contraktor or Project Executor office
Pnor to the implementation of materials transportation
Access road to project location (sta 0+000, sta3+000 dan sta 20+100)
During materals transportation
Contraktor or Project Executor office
Prior to the implementation of materials transportation
Access road to project location (sta 0+000, sta3+000 dan sta 20+100)
During matenals transportation
Materials Transportation
Asseciationof PT 8inathma Wlrawredha Konsulban and PT lksAdya Pe,rasa
ProponentVContractor and/ or Project Executor
Before the project commencement
-On the preparation stage prior to the commencement of project Inthe village / kecamatan of the study During field survey and/or measurng and prior to the commencement of construction area On the preparation and before the site project Aroun Providing transparent information on commencement of cosntruction project plan During field survey and/or measurng and study the of *Project socialization in villages / kecamatans * Inthe village / kecamatan prior to the commencement of construction area figures public local of the study area involving During construction implementation area activity project the -At cramminc Implementation of land leveling and in accordance with SOP During construction implementation 00 4+1 sta 3+000, sta to At sta 0+000 * Performing periodic cleansing at the area to sta 6+700, sta 12+00 to sta 14+ where dusts may nse 700, sta 18+100 to sta 20+100 Providing transparent information on project plan Project socialization in villages / kecamatans of the study area involving local public figures
EXECUTOR
Proponent/Contractor and/ or Project Executor
Proponent, Project Manajemer and Contractor Proponent, Survey Team and Study/Planning Consultant Proponent, Project Manajemer and Contractor Proponent, Survey Team and Study/Planning Consultant Contractor or Project Execor
Proponent / Contractor, Project Executor
Access road to project location (sta 0+000, sta3+000 dan sta 20+100) Along route of mobilization of heavyduty equipment Access road to project location (sta 0+000, sta3+000 dan sta 20+100) *Proponent I Contractor, Project Executor Contractor or Project Executor
Table5.1- Page- 4/6
TABLE 5.1. SUMMARY OF ENVIRONMENTAL MANAGEMENT PLAN (UKL) SEMARANG - DEMAK ROAD BETERMENT, CENTRAL JAVA PROVINCE
NO.
TYPE OF IMPACT
L. Traffic Obstades/ Congestion
SOURCE OF IMPACT Land Preparation
Road Pavement and Bridge Structure Works
Median Development
Minor Works
11. POST-CONSTRUCTION PHASE A A,. :.-.
Road Operation
ACTIVrIIES Coordination wih Dinas Bina Marga andn Dinas Perhubungan Kota Semarang and Kab. Demak during project implementation * Installation of road directional signs
Road Operation
Dinas Bina Marga Office The location to go in in out of project
TIME
*During the preparation of basic soil During land preparation Prior to the starting of road pavement and bridge structure works *During the implementation of works *Pnor to the starting of road pavement and
bridge structure works
EXECUTOR Proponent I Contractor I Executor Contractor or Project Executo Proponent I PU Bina Marga and related agencies terkait lain * Contractor l Executor Proponent I Contractor I Executor
*Sebelum dilakukannya kegiatan pembangu-
nan median Night time
Coordination with Dinas Bina Marga andn Dinas Perhubungan Kota Semarang and Kab. Demak during project activities * Installation of road signpost informing on median development works that may result in road constriction since 100 m before
Along protect site
Prior to the starting of road pavement and *Proponent I Contractor! bridge structure works ExecLtor
Inthe project site where median development works take place
Prioe to commencement of median development works
*Reforestation at the left and side of road
ROW at the edge of roadway
*On the implementation of minor works and
after the construction works finished
* Regulating both public and pnvate vehicles parking anywhere
Along roadway, especially at the location adjacent to Terminal Terboyc and crowded area
On the operation and implementation of road
* Reforestation at the left and side of road
ROW at the edge of roadway
On the implementation of minor works and after the construction works finished
as the sound barier of noise coming from the vehicles passing through the road *Providing sound barier combined with vegetation to reduce noise and air polution in certain locations that are susceptible to noise increase
Assoclatlonot PTBn tsmnaW.q,wr,wdhaKonsfton and PTlka Adya Pekasa
MNAGEMENT
Coordination with Dinas Bina Marga andn *Along the road where the activities Dinas Perhubungan Kota Semarang and take place Kab. Demak during project implementation Installation of signspot for early waming due The location to go in in out of project to the median development work Coordination wdh Dinas Bina Marga andn Along protect site Dinas Perhubungan Kota Semarang and Kab. Demak during protect implementation Instatlation of road signpost informing on Inthe project site where median median development works that may development works take place result in moad constriction since 100 mbefore * Installation of signspot for early waming due to the median development work
for netralizing I minimizing air pollution
B. Noise
ENVION LOCATION
At schools, hospitals, Puskesmas, and -On the operation of road office complex
Proponent in coordination with Local Govemment of Kota Semarang dlan Kab. Demak Traffi police
Proponent in coordination with Local Govemment of Kota Semarang dan Kab. Demak Related agencies, i.e. schoolsi Local Education Agency (Din a P&K and Local Health Agency (Dinas Kesehatan) |
Table 5.1- Page -516
TABLE 5.1. SUMMARY OF ENVIRONMENTAL MANAGEMENT PLAN (UKL) SEMARANG - DEMAK ROAD BETERMENT, CENTRAL JAVA PROVINCE
NO.
TYPE OF IMPACT
C. Improvement of Road Services, Safety and Freshness
SOURCE OF IMPACT
ENVIRONMENTAL MANAGEMENT LOCATION
ACTMTIES
Around densely populated area (Kecamatan Genuk, Sayung and certain spots) Along Semarang -Demak road
Socialization to local community on the road function, regulation and benefit
Road Operation
Socialization on proper riding on the road *Regulating public transportation utilizing the shoulder for parking * Law enforcement in the implementation of traffic regulation D. Traffic Accident
* Road Operation
Along project site, especially at densely populated area Close to RSI Sulatan Agung, Pasar Genuk, Sayung, Onggorawe and university/other achool buildings
Controlling vendors utilizing shoulder and sidewalk trading location *Providing zebra cross, signposts and directional sign at the location where people cros the road frequently, i.e. school, hospital
Di dekat RSI Sulatan Agung, Pasar Genuk, Sayung, Onggorawe dan kampus/sekolah lainnya ke pabrik/ * Providing slow lane for non-motorized vehicle Di daerah keluardanmasuk sekolah indlustri, pasar such pedicab (becak), cart and bicycle proyek, tapak *Appointing some officers to regulate the traffi *Di sepanjang lokasi terutama di sekolah dan RS in peak hours allowing high volume of pedestrians crossing the road
TIME
*On the completion of construction works
EXECUTOR * Proponent
and to be a routine work
*Pemda Kota Semarang and traffic polices DLLAJR ancd
On the road operation In line with the implementaiton of minor works
* Pemda Kota Semarang and
Kab. Demak Proponent, Contractor and Project Executor
* Providing hedge at the median as for directing the pedestrians
E. Positive Perception
Road Operation
Providing good services to road users
*Along project site
*The enforcement of traffic regulation and providing sanctions Road Maintenance
Early reparation of road and other supporting equipment damages
Along road section
the road operation
On the road operation *At
*Giving guidance / information to public
F. Road Services Improvement
*On
Proponent incoordination with Pemda Kota
inconvenience time of local community
When the traffice violance occurs (certain times)
DLLAJR and traffic polices
*On the beginning of road operabon
Proponent in coordination with Dinas Bina Marga of Kota Semarang Pemda Kota Semarang and Kab. Demak DLLAJR and traffic polices
*Coordination with Pemda and related agencies *Law enforcement on traffic regulation violance *Establishment of local government regulation (Perda) on ROW, hedge, building and open space alignment Providing publication board on RUTR at the *At industrial, services, trade and residence areass locations that are susceptible to traffic accident, building and open space
DLLAJR and traffic polices
- On the completion of construction works
Table5.1 -Page- 6 Assoriatfionot PT Binatama Wirwredha Konsultan and PT 1kaAdya Perksaa
TABLE 6.1 SUMMARY OF ENVIRONMENT MONITORING PLAN (UPL) SEMARANG - DEMAK ROAD BETTERMENT PROJECT, CENTRAL JAVA NO.
TYPE OF IMPACT
SOURCE OF IMPACT
llfETHOD
1. PRE-CONSTURCTION PHASE A.
Surface Water Flow Obstacl *Land acquisition, water drainage and JPO relocation
B. Business obstreuction
*Land acquisition, relocation of drainage and human cross bridge (JPO)
C. Positive perception of public *Field survey and measuring
IL
ENVIRONMENT MONITORING ENVION MOI
IMPACT measuring STANDARD
LOCATION
EXECUTOR PERIOD
EXECUTOR
Emergence of water backup in project surrounding Emergence of water backup in project surrounding
Direct field observation on the surface water flow direction Interview with the community living inproject site
Inthe area along side the activity (sta 0+000 to sta 3+400)
Twice, on the execution period of water drainage relocation
Number of land or business owners having objection to the project Social restless of land and business owners
Interview with land and business owners at project site Direct field observation on the land acquisition process
In the area along side the activity (sta 0+000 to sta 3+400)
Twice, on the survey and measunng period and prior to consutruction Three times, on the land acquisition process
Proponent, incoordination with study and supervision consultant
Surrounding the project location (and informan as the information source)
Twice, on the survey and measunng period and prior to consutruction
* Proponent, incoordination with study and supervision consultant
Local commundy's attitude and perception to the project * Local community's grievance to the project plan
Interview with the community living in project site *Monitoring of issues developed inlocal community
- Proponent/ Project Management
CONSTRUCTION PHASE
:Va,p. F1 . OrCs,:i
*Establishment
and operation of of a project office and base camp
B. Surface Water Flow Obstacl *Land Preparation
* Spiled oil that may lead to the land and water pollution
Observation of waste disposal of project office and base camp
Surrounding office location and base camp
Twice, during construction phase
Proponent, and Supervision consultant
* Monitoring of water surface quality when the activity takes place
Random survey and measunng of water quality in project surrounding
On water side /river that become the waste banishment cahannel
Every Sa months, during construction phase
Proponent / Local Bapedalda or PSL
Twince, during land preparation phas*
Proponent / Project Management
Emergence of water backup in project surrounding * Grievance of local community living in the project surrounding
Construction of drainage * Emergence of water backup in and sidewalk project surrounding * Emergence of water backup in project surrounding
C. Air Pollution
_
______
Material Transportation
_______
Increase of dust content in the air, HC, CO,NO, SO2 dan Pb * Observation of houses passed through to identify the volume of dus covering their houses * Increaseof respiratory disease (ISPA victims * Grievance of local community living inthe project surrounding * Direct measuring of air quality in site to be compared with quality standard (Local Govt. Reg. No.
Direct observation inthe field on the *All along activities location surface water flow direction (sta 0+000 to sta 3+400) Observation on excavated materials piles at the edge of roadway * Interview with the community living Along project site in project site *Direct observation in the field on the surface water flow direction Observation on excavated materials pile at the edge of roadway *Interview with the community living in project site Direct measuring of air qulariy in site to be analyzed in the labolatorium Monitoring on public grievances using observation and interview methods
199_________________________________ .
Associatlionot PT Binatams Wrawwrdha Konslfltn and PT IIk Adya Perkass
Alongside project area *Twice, during construction of (especially at sta 0+000 to sta 4+600) drainage channel and sidewalk
Proponent / Project Management
Alongside project sie The area adjacent to schools
Every 3 months dunng construction phase
Proponent Project Management
Residence area
.
_____41/1999)
Table6.1- Page 1V6
TABLE 6.1 SUMMARY OF ENVIRONMENT MONITORING PLAN (UPL) SEMARANG - DEMAK ROAD BETTERMENT PROJECT, CENTRAL JAVA
NO.
TYPE OF IMPACT
IMPACT measurlng STANDARD
Land Preparation
*Direct measuring of air qulaity in site Increase of dust content inthe air, to be analyzed in the labolatorium SO2 dan Pb HC, CO, NO%, lIncreaseof respiratory disease (tSPA *Monitorng on public gnevances using observation and interview methods victims * Grievance of local community living in the project surrounding * Direct measuring of air quality in site to be compared with quality standard (Local Govt. Reg. No.
_
C. Air Pollution
ENVIRONMENT MONrlORJNG blOI ENVION
SOURCE OF IMPACT
LOCATION ~~~~~~~~~~~~~~~METHOD
The area adjacent to schools
PERIOD
EXECUTOR
EXECUTOR
* Every 3 months during construction phase
Proponent / Project Management
Every 3 months during construction phase
Proponent / Project Management
Residence area
41/1999)
D. Noise
E. Accessibility Obstacles
Measuring of noisy level at site for 30 minutes in every monitonng spot (the distance of 10, 50 and 100 m of ROW in the moming, noon &aftemroon) Field interview with people live adjacent to the project area
Residence area, schools, campus, hospital and local govemment clinic (Puskesmas)
Mobilization of HeavyDuty Equipment
Obstruction of teaching-leaming activities in the schools and local govemment clinic/hospital activties * Grievance of local community living in the project surrounding * Noise gradel that exceed the quality standard (SK MENEG LA No. KEP/481MENLH/1 11 996)
Matenals Transportation
*Measuring of noisy level at site for Obstruction of teaching-leaming 30 minutes in every monitoring spot activities in the schools and local (the distance of 10, 50 and 100 m of govemment clinic/hospital ROW in the moming, noon &aftemoon) activities * Grievance of local community living Field interview with people live adjacent to the protect area in the project surrounding * Noise gradel that exceed the quality No. LA standard (SK MENEG KEP/48/MENLH/1 in 996)
Land Preparation
Obstruction of teaching-learning activities in the schools and local govemment clinic/hospital activities * Grievance of local community living in the project surrounding * Noise gradel that exceed the quality standard (SK MENEG LA No. KEP/48/MENLH/1 1/1996)
Measurng of noisy level at site for 30 minutes in every monitoring spot (the distance of 10, 50 and 100 mof ROW in the moming, noon &aftemoon) people live adjacent Field interview vwith to the project area
Residence area, schools, campus, hospital and local govemment clinic (Puskesmas)
Land Preparation
Vanish of access road to houses residents, schools, hospitals, local govt. clinic, pray places, business places, offices, etc. lComplaint from the people who lives surrounding the activity area due to the vanishment of those access road
Field observation to the obstruction resulted from the project activities Direct observation to the installation of signpost at the area lossing of assets. Interview with the people suffered the impacts of project
Indensely populated area (especially on sta 0+000 to sta 4+600, sta 14+700 to 18+100)
Associ/ationof PT Binteama Wirawiudha Konsultan and PT Ika Adys Penkasa
Residence area, schools, campus, *Every three months, dunng the hospital and local govemment ctinic construction period (Puskesmas)
Proponent Project Management
Every three months, dunng the construction period
Proponent Project Management
Alongside project site
*Once, durng land preparation phase * Proponent / Project Management on the land preparation phase Once, O and when public complaints occur
Table 6.1- Page2/6
TABLE 6.1 SUMMARY OF ENVIRONMENT MONITORING PLAN (UPL) SEMARANG - DEMAK ROAD BETTERMENT PROJECT, CENTRAL JAVA NO.
TYPE OF IMPACT
SOURCE OF IMPACT
IMPACT me.surlng STANDARD
Road Pavement and Bridge Structure Works
F. Accessibility Obstacles
G.
Work Safety Obstacles
Loss of access road to residence area, schools, hospitals, Puskesmas religious buildings, business area, offices complex, etc. Grievance of the community live adjacent to the project area due to the loss of access road
Field observation to the obstruction resulted from the project activities Direct observation to the installation of signpost at the area lossing of assets. Interview with the people suffered the impacts of project
Construction of drainage
Loss of access road to residence
Field observation to the obstruction
and sidewalk
area, schools, hospitals, Puskesmas resulted from the project activities religious buildings, business area, *Direct observation to the installation of offices complex, etc. signpost at the area lossing of assets. Grievance of the community live Interview with the people suffered the adjacent to the project area due to impacts of project the loss of access road
Median Development
People attitude and perception on the activity Grievance of the local community on
activity implementation
ENVIRONMENT MONITORING
METHOD
Field observation to the completeness of K3 equipments Monitonng of community grievance
Observation of workers' discipline in
ENVION
PERIIN
EXECUTOR
In the area which are full of people's activity (especially on sta 0+000 to sta 4+600, sta 14+700 to 18+100)
Once, on road and bndge concrete structure construction period
Proponent / Project Management
Inthe area alongside the projects path
Once, on road and bridge concrete structure construction period and when complain received from the people Twice, during the constuction of
Proponent /
activity (especially on sta 0+000 to sta 4+600, sta 14+700 to 18+100)
drainage and sidewalk works
Project Management
Alongside project site
Twice, durng the constuction of drainage and sidewalk works and and when public complaints occur
At the locations that are susceptible to the traffice accident (Genuk, Sayung and Onggorawe)
During the implementation of material transportation
Proponent Project Management
During the implementation of materiat transportation
Proponent I Project Management
* Inthe area which are full of people's
using the K3 equipment
*Observation tothe installation of road signs and directional signs *Interview with the workers on their complaints Minor Works
People antitude and perception Field observation to the completeness of on the activity K3 equipments Grievance of the local community on *Monitoring of community grievance activity implementation Observation of workers' discipline in using the K3 equipment
Around protect site and information sources
On unsafe location especially in Genuk, Sayung and Onggorawe areas
*Observation to the installation of road signs and directional signs
*Interview with the workers on their complaints H.
I.
Work and Business Opportu
Social Restless
Manpower Mobilization
Manpower Mobilization
Number of local manpowers work in the project and run business in project site * Reaction and perception of local community on work and business opportunities
*Field
observation
Asseclaeeon of PT B/nataems Wiraw,dha Konsultmn and PT lka Adys Penkass
project site and information
sources In the study area, especially in project site
Twice, after recruitment of manpowe * Proponent / and during construction phase Project Management Twice, dunng construction phase
In the study area, espeially in project site
Twice, during construction phase
Interview with local community members and public figures
Changes of custom and attitude of Field observation local community * Local community attitude and *Interview with local community members perception to migrant workers and public figures, including religious * Destruction and intimidation intentions figures to the projedt *
*Around
Proponent / Project Management
Table 6.1-Page316
TABLE 6.1 SUMMARY OF ENVIRONMENT MONITORING PLAN (UPL) SEMARANG - DEMAK ROAD BETTERMENT PROJECT, CENTRAL JAVA ENVIRONMENT MONITORING NO.
Y
TYPE OF IMPACT Negative Perception
SOURCE OF IMPACT Land Preparation
Raod Pavement and Bridge Structure Works
K.
Public Health
L.
Traffic Obstacles
*Land Preparation
Mobilization of heavyduly equipment
IMPACT measuring STANDARD
PERIOD
EXECUTOR
Interview with local community in project site Monitoring of grievance of local community pertaining to the negative impacts of project
At project site (and information from numerous resources)
-Twice, dunng the implementation of land preparation
Proponent / Project Management
Local community attitude and perceiption to the project * Community grievance to the implementation of project
Interview with local community in project site Monitoring of grievance of local community pertaining to the negative impacts of project
At project site (and information from numerous resources)
Twice, durng the implementation of road pavement and bndge structure works
Proponent / Project Management
Increase of respiratory disease victim, especially ISPA * Grievance of community living in project surrounding
Field observation to the community suffered respiratory disease Interview with the community living in project site
Alongside the road dunng land preparation At the residence area or schools
Twice, during the implementation of land preparation Every three months, during land preparation
Proponent / Project Management
Measunng traffic volume at primary arterial road for 1x 24 hours Observation to the road users' practices *Structured interview with road users on the impacts of project
Project site
Once during construction phase
Proponent / Protect Management
*Measuring traffic volume at prmary
Project site
Traffic congestion /queue * Road users' grievance durng project activities * Increase of traffic accident during project activities
* Road users' gnevance during project activities * Increase of traffic accident dunng project activiies Constraint of roadway width due the number of activties * Traffic congestion /queue * Road users' grievance during project activities * Increase of traffic accident during project activities Raod Pavement and Bridge Structure Works
LOCATION
Local community attitude and perceiption to the project Community grievance to the implementation of project
Matenals Transportation * Traffic congestion /queue
Land Preparation
METHOD
* Constraint of roadway width due the number of activties * Traffic congestion /queue * Road users' grievance durng project activities * Increase of traffic accident during project activities
Twice during construction phase
arterial road for 1x 24 hours *Observation to the road users' practices Structured interview with road users on the impacts af project
Once dunng construction phase
Proponent / Project Management
Twice dunng construction phase
Measuring traffic volume at prmary arterial road for 1x 24 hours Observation to the road users' practices Structured interview with road users on the impacts of project
Project site
*Measuring traffic volume at primary arterial road for 1x 24 hours Observation to the road users' practices *Structured interview with road users on the impacts of project
*Project site
Once dunng construction phase
* Proponent / Project Management
Twice during construction phase
Once during construction phase
Proponent/ Project Management
Twice dunng construction phase
Table 6.1 -Page 416 Asosiatlonof PT Binatama Wtawredha Konsuftan and PT Ika Adya Perkasa
TABLE 6.1 SUMMARY OF ENVIRONMENT MONITORING PLAN (UPL) SEMARANG - DEMAK ROAD BETrERMENT PROJECT, CENTRAL JAVA NO.
TYPE OF IMPACT
SOURCE OF IMPACT
ENVIRONMENT MONITORING
IMPACT measurling STANDARD METHOD
Median Development
Constraint of roadway width due the number of activties * Traffic congestion /queue * Road users' grievance during project activities * Increase of traffic accident during project activities
* Minor Works
Constraint of roadway width due the number of activties * Traffic congestion /queue * Road users' grievance during protect activities * Increase of traffic accident during project adivities
IH. POST-CONSTRUCTION PHASE A. Air Pollution Road Operation
B. Noise
Road Operation
Increase of dust content in the air, HC, CO, NOR,SO, dan Pb * Increaseof respiratory disease (ISPA victims * Grievance of local community living in the project site * Mmeasuring of air quality in site to be compared with quality standard (Local Govt. Reg. No. 41/1999) * Obstruction of teaching-learning at
schools and obstacles of Puskesmas/ hospital activities * Grievance of local community * Noise level exceeds the quality standard (SK MENEG LH No. KEP/481MENLH/1 1/1996) C. Traffic Accident
*Road Operation
Measuring traffic volume at primary arterial road for 1x 24 hours
Project site
*Observation to the road users'
Measuring traffic volume at primary arterial road for 1 x 24 hours Observation to the road users' practices Structured interview with road users on the impacts of project
Measuring of air quality in site to be analyzed in the laboratonum *Monitonng of community grievance using observation and interview infield
PERIOD Once during construction phase Twice durng construction phase
practices Structured interview with road users on the impacts of project
Proect site
*Once dunng construction phase
Twice during construction phase
Adjacento the residence and densely populated area Inlocal communny residence
Measuring of noise level in site for Residence area, school/campus, 30 minutes in each observation spot with hospitat and Puskesmas the distance of 10, 50 and 100 mfrom ROW in the moming, noon and aftemoon Interview with local community living around project area
Intencity of traffic accident after *Measuring of increase of intencity of raod betterment construction finished traffic accident * Number of traffic accident during *Collection of information on traffic road operation accident in local police station
AssodationofPT Binatanstewlrawedha Konsultan and PT ks Adys Parkasa
LOCATION
EXECUTOR Proponent / Project Management
Proponent / Project Management
Six monthly during two years after Proponent / the completion of construction phase Project Management Annually in line with the preparation o * Bapedal Jateng, Local environmental status Bapedaldas of Kota Semarang dan Kab. Demak
Tiga bulan sekali, selama konstruksi berlangsung
*Along improved road
*Setiap tiga bulan sekali, setelah
*local police station (POLRES)
selesainya konstruksi jalan *Setiap enam bulan sekali, setelah selesainya konstruksi jalan
Proponent/ Project Management
Proponent / Project Management
Table 6.1- Page5/6
TABLE 6.1 SUMMARY OF ENVIRONMENT MONITORING PLAN (UPL) SEMARANG - DEMAK ROAD BETTERMENT PROJECT, CENTRAL JAVA
NO.
TYPE OF IMPACT
SOURCE OF IMPACT
D. Improvement of Services, Sa - Road Operation and Freshness
E. Positive Perception
F. Road Services
.
IMPACT m.asurfng STANDARD Raising of speed of vehicles on the roadway Road users' comments Reduction of traffic congestion Decrease of traffic accident
ENVIRONMENT MONITORING LOCATION
UETHOD Measuring traffic volume at primary arterial road for 1x 24 hours Observation to the road users' practices Structured interview with road users on the impacts of project to the improvement of road services and freshness
.
Around road corridor
PERIOD
EXECUTOR
-Once during post-construction phase - Proponent I Project Management
-Twice during post-construction phase
Proponent / Protect Management
Road Operation
Community attituse and perception t the mad operabon, which has been improved * Presence of community grievance to the condition and level of services of improved road
*Sikap dan persepsi masyarakat terhadap pengoperasian jalan setelah ditingkatkan *Pemantauan terhadap adaltidaknya keluhan masyarakat terhadap kondisi dan tingkat pelayanan jalan setelah ditingkatkan
Around project site
Six monthly durng post-construction phase
Road Maintenance
* Raising of speed of vehicles on the roadway * Road users' comments * Reduction of traffic congestion * Decrease of traffic accident kecelakaan lalu lintas
Measuring traffic volume at primary artenal road for 1 x 24 hours Observation to the road users' practices *Structured interview with road users *on the impacts of project to the improvement of road services and freshness
Around road corridor
Twice during post-construction phase * Proponent! Project Management
Asso.aton of PT Binatama Wfruwredha Konsultan and PT IkaAdys Pe,kasa
Table 6.1 -Page 616