indonesia pilot (final pdf)

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FINAL REPORT

Framework and Action Plans for River Rehabilitation of Small Streams in the Brantas River Basin, East Java, Indonesia

Cooperation between : The United Nations Economic and Social Commission for Asia and the Pacific (ESCAP) and Jasa Tirta I Public Corporation (PJT I) March – October 2010

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FINAL REPORT

FRAMEWORK AND ACTION PLANS FOR RIVER REHABILITATION OF SMALL STREAMS IN THE BRANTAS RIVER BASIN, EAST JAVA, INDONESIA

Table of Contents

Page

Table of Contents .............................................................................................................. ii List of Figures .................................................................................................................. iv A. Activities ............................................................................................................... 1

1. To produce a”framework or guideline” on integrated river rehabilitation project, with prioritised activities and anticipated output and potential outcomes” ............................................................... 1

2. To implement “structural and non-structural measures” ........................ 2 (1) Implementation of non structural measures, leading to

preventing further catchment degradation (soil conservation) based on local community participation (e.g. bio-pores, land terracing, gully plug, regreening and/or re-forestation) .................... 2 a. Bio-pores (biopori) ...................................................................... 2 b. Land terracing ............................................................................. 4 c. Gully plug ................................................................................... 4 d. Regreening (afforestation) and reforestation .............................. 5

(2) Construction or installation at least one eco-efficient modular/insitu structure to reduce pollution flow into the stream and to improve water quality .................................................. 6

(3) Construction of at least one eco-efficient river protection to prevent river bed or river bank erosion .............................................. 6

3. A “capacity building module” with educational and advocacy materials on promoting healthy river and eco-efficient water infrastructure development including the organization of training workshop on the development of the educational and advocacy materials .................................................................................................. 8

4. A “training program” for the stakeholders, majority for the local community, involved in the project with purpose to gain sustainability after implementation of the project ................................... 8

B. Project Implementation ......................................................................................... 9 1. Implementation of non structural measures, leading to preventing

further catchment degradation (soil conservation) based on local community participation (e.g. bio-pores, land terracing, gully plug, regreening and/or re-forestation) .................................................... 9 a. Bio-pores (biopori) ............................................................................ 9 b. Land terracing .................................................................................. 12

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c. Gully plug ........................................................................................ 14 d. Regreening (afforestation) and reforestation ................................... 20

2. Construction or installation at least one eco-efficient modular/insitu structure to reduce pollution flow into the stream and to improve water quality ................................................................. 24 a. River Bank Protection / Revetment ................................................. 24 b. Small Drop Structure ....................................................................... 28

3. Construction of at least one eco-efficient river protection to prevent river bed or river bank erosion .................................................. 33 a. Check Dam ...................................................................................... 34 b. Big Drop Structure ........................................................................... 38

4. A “capacity building module” with educational and advocacy materials on promoting healthy river and eco-efficient water infrastructure development including the organization of training workshop on the development of the educational and advocacy materials ................................................................................................. 44

5. A “training program” for the stakeholders, majority for the local community, involved in the project with purpose to gain sustainability after implementation of the project ................................. 44

6. Addendum Proposal Activities, to implement construction or installation of at least one eco-efficient modular/ insitu structure to reduce pollution flow into the stream and to improve water quality .................................................................................................... 46 a. 6m3 Biogas Plant & Water Treatment ............................................. 49 b. 12m3 Biogas Plant & Water Treatment ........................................... 51 c. Healthy Cage ................................................................................... 53 d. The progress of Addendum Proposal Activities .............................. 55

C. Financial Statement ............................................................................................. 56 D. Organizing Committee ........................................................................................ 59 E. Project Time Frame (Plan vs Realization) .......................................................... 62 F. References ........................................................................................................... 63

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List of Figures

Page

Fig. 1 Example of Bio-pores ..................................................................................... 3 Fig. 2 Example of Land Terracing in Indonesia ........................................................ 4 Fig. 3 Example of Gully Plug Material Using Stones in India & US ...................... 5 Fig. 4 Example of Gully Plug Material Using Bamboo in Indonesia ...................... 5 Fig. 5 Example of Regreening (Afforestation) and Reforestation

Activities ......................................................................................................... 6 Fig. 6 Examples of River Bank Protection (Revetment) ........................................... 6 Fig. 7 Example of Drop Structure From Bamboo Material in Indonesia .................. 7 Fig. 8 Examples of Check Dam ................................................................................ 8 Fig. 9 Bio-pores Hole Maker .................................................................................. 10 Fig. 10 Gully Plug 1 and 2 Site Plan ........................................................................ 16 Fig. 11 Gully Plug Detail Form................................................................................. 16 Fig. 12 Gully Plug 1 and 2 Long Section .................................................................. 17 Fig. 13 Gully Plug 1 from Above .............................................................................. 17 Fig. 14 Gully Plug 1 from Upfront and Sides .......................................................... 18 Fig. 15 Gully Plug 2 from Above .............................................................................. 18 Fig. 16 Gully Plug 2 from Upfront and Sides .......................................................... 19 Fig. 17 River Bank Protection / Revetment Site Plan ............................................... 26 Fig. 18 River Bank Protection / Revetment Long Section ........................................ 26 Fig. 19 Bamboo Wall Detail from Above ................................................................. 27 Fig. 20 Bamboo Wall Detail from Upfront and Sides ............................................... 27 Fig. 21 Small Drop Structure Site Plan ..................................................................... 30 Fig. 22 Small Drop Structure Long Section ............................................................. 30 Fig. 23 Small Drop Structure Detail from Sides and Above. .................................... 31 Fig. 24 Small Drop Structure Detail from Upfront. .................................................. 31 Fig. 25 Bamboo Wall Detail from Upfront and Above. ............................................ 32 Fig. 26 Bamboo Wall Detail from Sides. .................................................................. 32 Fig. 27 Small Drop Structure Detail from Sides and Upfront. .................................. 33 Fig. 28 Check Dam Site Plan ................................................................................... 35 Fig. 29 Check Dam Long Section ............................................................................ 36 Fig. 30 Check Dam Cross Section ............................................................................ 36 Fig. 31 Check Dam Detail from Upfront and Above ............................................... 37 Fig. 32 Check Dam Detail from Sides ..................................................................... 37 Fig. 33 Big Drop Structure Site Plan ........................................................................ 40 Fig. 34 Big Drop Structure Long Section ................................................................ 40 Fig. 35 Big Drop Structure from Above and Sides .................................................. 41 Fig. 36 Bamboo Wall Detail from Upfront and Sides ............................................... 41

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Fig. 37 Bamboo Wall Detail from Above ................................................................. 42 Fig. 38 The S Curve of Structural Construction Activities ....................................... 43 Fig. 39 The Typical of Biogas Plant in Indonesia ..................................................... 48 Fig. 40 The Detail Design of Biogas Plant Type 2 for 6m3 ...................................... 50 Fig. 41 The Detail Design of Biogas Plant Type 5 for 12m3 .................................... 52 Fig. 42 The Sketch Design of Healthy Cage ............................................................. 54 Fig. 43 The S Curve of The Structural Construction Activities ................................ 53

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Final Report Framework and Action Plans for River Rehabilitation of Small Streams in the

Brantas River Basin, East Java, Indonesia

A. Activities

1. To produce a ”framework or guideline” on integrated river rehabilitation project, with prioritised activities and anticipated output and potential outcomes”.

The Konto River is a tributary of the Brantas River. The Konto River Basin is divided into the Upper and Lower Reaches by the Selorejo Reservoir which formed in 1972 after completion of the dam.

The upper watershed of the Konto River covers an area of 236 km2 between four volcanic complexes which determine its natural setting. The altitute ranges from 2.800 at the summit of Mt. Butak to 600 m above sea level (a.s.l) at the Selorejo Dam.

In January – February 2010, there have been several floods occurs in Konto River, i.e. on 14 January, 5 – 6 February and the last on 24 February 2010. The flood discharge on 24 February 2010 resulted casualties and damages, two peoples died (swept by flood), damaged bridge in Bendosari Village, cliff erosion, eight collapse check dam in Konto River, three houses damaged also paddy and agricultural field were inundated. This flood was also cause traffic jam in the route of Malang – Kediri for two hours approximately.

The Sereng river is a small tributary at the upper reach of Konto River. The river has length of 7.3 km approximately. The floods that happens in the Konto River was indicate the degradation of the watershed in the upper reach of Konto River. One of the efforts was improvement in the watershed area by encouraging public initiatives.

In this “Framework and Action Plans for River Rehabilitation of Small Streams in the Brantas River Basin, East Java, Indonesia” to implementing structural and non-structural measures. Structural and non-structural measures comprising : (1) Implementation of non structural measures, leading to preventing further catchment degradation (soil conservation) based on local community participation (e.g. bio-pores, land terracing, gully plug, regreening and/or re-forestation); (2) Construction or installation at least one eco-efficient modular/in-situ structure to reduce pollution flow into the stream and to improve water quality; and (3) Construction of at least one eco-efficient river protection to prevent river bed or river bank erosion.

In the early of July 2010, the National Development Planning Agency (BAPPENAS) of Indonesia in cooperation with Swedish International Development Cooperation Agency (SIDA), Ramboll Natura, and Stockholm International Water Institute (SIWI), held an “International Training on Integrated Water Resources Management (IWRM) – Batch II Phase I in Selorejo, Malang. The training was attended by senior officials of River Basin Organizations (RBOs), NGOs and national news media. The training included a field trip to see some of the best practices of IWRM implementation in the surrounding area, especially in PJT I working area. One of the area that become destination site was this project area in Bendosari Village. Some of the training participant were interested to know the activities within this project and intend to implement it in their river basins.

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Bendosari Green Village Concept The catchment area of Sereng River Basin is mostly located in the Bendosari Village, Pujon District, Malang Regency. Geographically, the Bendosari Village areas are mountainous and highland areas. The village has the area of approximately 269.23 hectares which consist of 31 ha of settlement area and the rest are dry land and rainfed rice fields. The village is divided into five Dusun (sub village), namely: Dusun Cukal, Dusun Dadapan Wetan, Dusun Dadapan Kulon, Dusun Ngeprih and Dusun Tretes.

The Bendosari Village has population of approximately 3,858 people and most of their occupations are mainly related to agriculture sector. The life philosophy of the people of Bendosari is reflected in their slogan stated in the Javanese Language "Rumangsa Melu Handarbeni, Rumangsa Melu Hangrukebi, Mulat Sariro Hangrasa Wani" which means thinking about how the village to be developed, advanced and independent to become self-sufficient villages. (Source: bendosari.wordpress.com).

Jasa Tirta I Public Corporation in cooperation with the Bendosari Village Government has conducted many activities in order to promote the people’s awareness on healthy and sustainable environment in the Bendosari Village under the initiative of promoting Green Village. The basic concept of Green Village here is to increase the environment sustainability through a master plan, consists of plan for watershed conservation by conducting reforestation, erosion control structures development and plan for environment improvement by developing wastewater treatment for cattle waste in the form biogas structure and healthy cage for animal husbandry.

Due to the current flood that occured in early 2010, the watershed improvement activities was conducted more intensively by conducting re-greening activities, building check dams, and gully plugs. Those structures intended to prevent the erosion and sedimentation which flow into the river directly into the Selorejo Reservoir. Other activity is also conducted such as Community Based Bio-monitoring: Participative Water Quality Monitoring using Water Insect to increase the awareness of the society of the environment condition. This activity conducted in cooperation with Non Government Organization (NGO) namely ECOTON (Ecological Observation and Wetlands Conservation) organization.

By implementing Green Village concept in the Bendosari Village, it is expected it will be the pilot project for other area especially in the Brantas River Basin especially in the upstream reach of the basin.

2. To implement “structural and non-structural measures” comprising:

(1) Implementation of non structural measures, leading to preventing further catchment degradation (soil conservation) based on local community participation (e.g. bio-pores, land terracing, gully plug, regreening and/or re-forestation)

a. Bio-pores (biopori)

Bio-pores (biopori) is the water absorption method which is used to reduce the surface runoff and inundation effect by increasing the water infiltration capacity into the ground. This method was invented by Dr. Kamir R. Brata, a researcher of Bogor Institute of Agriculture (IPB). Bio-pores Infiltration Holes (Lubang Resapan Biopori / LRB) are appropriate technology and environmentally friendly of dealing with flooding. Actually, this technology is appropriate to be implemented in the urban area (such as Jakarta, Bogor etc.) due to the limited watershed area to infiltrate of water.

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Concept of bio-pores is described as follows (source: http//www.biopori.com).

Bio-pores holes are filled with organic waste. Organism in the bio-pores holes will make path which can encourage air

circulation and accelerate the absorption and infiltration of surface runoff.

The absorbed water will increase groundwater recharge. Organic waste will be changed to become natural fertilizer (compost).

The effect of biopores to the environment can be explained below.

Increasing the water absorption

With usage of biopori hole, it is expected that the water absorption rate will increase minimally as large as the inner surface area of the hole. For illustration, if we make the hole with 10 cm of diameter and 100 cm depth, we can obtain extra absorption with volume area about 78,5 cm2 or 78,5 x 10-4 m2 approximately.

With the activities of soil organism like worms in the biopori hole, the soil pore is expected to function as absorber and allow water to infiltrate. The combination of absorption areas from the biopori holes are anticipated to increase the water absorption and to minimizes the water runoff.

Converting organic trash to compost

Biopori hole is activated by filling the organic trash inside it. The organic trash is the source of energy for soil organism in the decomposition process. The result of this process is known as compost. With its function, biopori hole not only functioned as the absorption medium but is also the source of compost. It could be harvested in a period of time and used as the organic fertilizer.

Utilizing the soil organism and roots

As mentioned before the biopori hole will be activated by the soil organism. The activities of soil organism and roots will increase the soil porosity allowing better flow of water through the soil. Without human intervention this step is not available for the organism activities. The effect on the environment is to reduce runoff and reduce the use of inorganic fertilizer.

Figure 1 Example of Bio-pores

(Source : desainlansekap.wordpress.com & oasezam.wordpress.com)

Formed from land

organism activity

Organic Waste

Composting Process

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b. Land terracing

In agriculture, a terrace is a leveled section of a steep cultivated area, designed as a method of soil conservation to slow or prevent the rapid surface runoff. Often such land is formed into multiple terraces, giving a stepped appearance. This form of land use is prevalent in many countries, and is used for crops requiring a lot of water, such as rice. Terraces are also easier for both mechanical and manual sowing and harvesting than a steep slope would be. Terracing slows down the velocity of surface runoff and therefore allowed more run-off of water to infiltrate into the soil, hence it reduces erosion (Department of Forestry, Government of Indonesia).

Figure 2 Example of land terracing in Indonesia

(Source : www.bali-resort-hirochan.com & sahabatsiswa.wordpress.com)

c. Gully plug

Gully plug is a civil enginering technique of soil conservation for controlling surface water runoff through the rigs by establishing gully across the stream with stones (wood or bamboo) wrapped.

Gully plugs can be defined as stones (wood or bamboo) placed across gullies or valleys, so as to capture nutrients, silt and moisture. Stones are often embedded into the upper surface of spillway aprons and wells to provide support for the next layer. The principle is to capture runoff from the catchment area, thus transferring low rainfall into utilizable soil moisture, and to prevent soil erosion. Slowing of the flow of water helps in settling down rich organic soil. A well maintained gully plug creates a flat, fertile and moist field, where high value crops and trees can be grown (Pretty Jules N, 1995).

In many areas where gully plugs were built, agricultural production has increased, and farmers have shifted to high value crops. Examples of benefits of gully plugs are clearly visible in many developing countries such as India, Pakistan, Chad and Ethiopian (Pretty Jules N, 1995).

The benefits of gully plug development are: To reduce land destruction caused by surface water runoff. To prevent of expansion of land destruction by widening of gullies. To control erosion and water run off from up hill to the downstream area. To improve watershed management.

Gully plug is suitable for location with :

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land slope of more than 30% critical areas (area that has reduced its function) catchment reservoir region with maximum 10 ha wide and deep of the gully maximum of 3x3 m length of the gully approximately 250 m slope of the gully max 5%

Figure 3 Example of Gully Plug material using stones in India and United States

(Source : www.flickr.com & forthodreveg.tamu.edu)

In several countries, bamboos can be used as the material of gully plug. Gully plugs construction of plaited bamboo materials that are set across the line of erosion. Bamboo plugs are constructed from upstream to downstream with distance interval of 0.5 m and with the height of 300 m. The bamboos were fitted together and tied with galvanized wire.

Figure 4 Example of gully plug material using bamboo in Indonesia (Source : PJT I)

d. Regreening (afforestation) and reforestation

The purposes of afforestation and reforestation are to rehabilitate and to improve critical land conditions outside forest area through planting in order to improve its function for water management and production as well as to maintain and to improve land use. Afforestation activities such as establishment of private forest, is conducted by planting on bare land or in home gardens outside the forest areas with hardwood tree species, Multi Purpose Trees Species (MPTS), and/or horticulture trees.

The aim of this program is to get optimal land cover for controlling critical lands, producing fuel wood and timber for local people, conserving lands, and improving micro-climate, water management and environment.

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Reforestation or rehabilitation of protected forests is aimed to restore protection to forest area within watershed which is conducted through local people parcipatory. The main activities are planting the particular critical protection forest with specific tree species that provide benefits to the local communities, and to harmonize between forest function and people needs.

Figure 5 Examples of Regreening (afforestation) & Reforestation activities in the Brantas River Basin

(Source : PJT I)

(2) Construction or installation of at least one eco-efficient modular/insitu structure to reduce pollution flow into the stream and to improve water quality

Riverbank protection (revetment) is a structure placed on the surface of the slope of riverbank or levees in order to improve its stability and prevent landslides which can lead to collapse of river banks and/or leeves into the river.

Riverbank protection (revetment) can be made from woven bamboo that is placed on both sides of the river banks.

Figure 6 Examples of river bank protection (revetment)

(Source : PJT I)

(3) Construction of at least one eco-efficient river protection to prevent river bed or river bank erosion

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The land conservation methods that had been used at that location was inadequate, causing continuous problems of land degradation which promote sediment erosion into the river. Therefore an environmentally friendly and economical protection measure should be developed to reduce the rate of erosion and to minimize the volume of sediment entering into the river.

The river is a drainage channel that is formed naturally. However, according to the nature and form of the river in the upstream region with the narrow dimension, the steep slope of the river and a large flow rate caused the riverbed degradation and river banks erosion.

Eco-efficient development of sustainable infrastructure aims to improve the quantity and quality of the river flow, with minimal waste of natural resources and within the stability and capacity of the environment carrying capacity.

A drop structure is a structure which made from stone, bamboo or wood and compacted grass (gebalan rumput) that can reduce the energy of the water surface flow in an area having different height. A drop structure is needed if the slope of the bottom surface of the river is too steep. It is usually necessary to build a series of drop structures to maintain the river slope.

The construction of drop structure consist of bamboo which is plugged in the bottom of the riverbed with the distance interval of 100 cm. The upper part of the structure is constructed with increments of bamboo in transverse position. The increments of bamboo and bamboo ori is woven with galvanized wire as reinforcement. In the lower part, the bamboos in transverse positions are placed across the bottom of the river.

Figure 7 Example of drop structure from bamboo material in Indonesia

(Source : PJT I)

Beside the drop structure, another structure that can prevent river bed or river bank protection is a check dam. Check dams were built across the river to reduce the flow velocity and capture sediments carried by the flow, so that the flow depth and slope of the river bed can be reduced. These structures are usually made from locally available materials, such as wood, soil or stone. This structure has a high failure risk, but may provide temporary stabilization and can be combined with agronomic systems (using organic material).

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The requirements of check dam location:

Critical areas with 15 – 35 % slope. Areas that have been attempted by land rehabilitation and soil

conservation (Rehabilitasi Lahan dan Konservasi Tanah / RLKT) but the results are not yet effective.

An area of around 30 ha of water catchment. The location is situated on a stable place.

The process of construct check dam:

Weaving or manufacturing of bronjong (bronjong is a structure made from piles of stone in a cage placed across the stream, twigs, bamboos and other local materials).

Installation of bronjong (cage, wire, twigs, bamboos etc). Placing the stone into the bronjong wire cage. Binding of bronjong (wire, twigs, bamboos etc.). Strengthening the river bank.

The maintenance of the check dam

The maintenance includes repair of bronjong wire, woven twigs, bamboo / wood sticks which broken or damaged and recharging stones into bronjong wire and the strengthening of the river bank beside the check dam. It also needs a sediment removal when the sedimentation has occurred in the upstream part.

Figure 8 Examples of check dam in Indonesia

(Source : PJT I)

3. A “capacity building module” with educational and advocacy materials on promoting healthy river and eco-efficient water infrastructure development including the organization of training workshop on the development of the educational and advocacy materials.

The developing of a capacity building module is on going, completed with education and advocacy material and promoting healthy live and eco-efficient water infrastructure development. The module will be used for the training program for the local community in the project area.

4. A “training program” for the stakeholders, majority for the local community, involved in the project with purpose to gain sustainability after implementation of the project.

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The training is expected to be held in the end of June 2010, but may be delayed after the completion of the structural construction process, if it is considered necessary to show the result of structural construction.

B. Project Implementation

Implementing structural and non-structural measures:

1. Implementation of non structural measures, leading to preventing further catchment degradation (soil conservation) based on local community participation (e.g. bio-pores, land terracing, gully plug, regreening and/or re-forestation)

a. Bio-pores

Justification :

Bio-pores are appropriate technology and environmental friendly to dealing with flooding and reduce inundation problem with increasing the water absorption, converting organic trash to compost, utilizing the soil organism and roots and overcome the problem cause by inundation problems such as dengue and malaria. This method was chosen because it is easy and cheap, so in the future the local people can implement by themselves.

The recommended amount of bio-pores holes.

Number of holes that need to be made can be calculated using the equation :

Total bio-pores holes = rainfall intensity (mm/hour) x impervious area (m2) per hole (liters/hour)

For example, for an area with rainfall intensity 50 mm/hour (heavy rain), the infiltration rate of 3 liters of water per hole per minute (180 liters/hour) on 100 m2 of impermeable area need to be made = (50 x 100) / 180 = 28 holes.

When the hole was made with a depth of 10 cm diameter 100 cm, each hole can hold 7.8 liters of organic waste for 2 – 3 days. Thus 28 new holes can be filled with organic waste generated during 56 – 84 days. In this time interval, the first hole which already filled are decomposed into compost so that the volume has shrunk. And then the holes can be refilled with new organic waste and so on.

Bill of Quantity

No. Description Volume Total (IDR)

1 Bio-pores hole maker 8 unit 2,000,000

2 Labor and work 30 men 1,500,000

3 Bio-pores material 150 holes 10,000,000

Total 13,500,000

Note : US$ 1 = Rp. 9.000,-

Location : Dusun Cukal, Dusun Dadapan Wetan and Dusun Dadapan Kulon

Number : 150 holes (50 holes each Dusun)

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Existing Condition :

- The poor condition of drainage system in Bendosari Village especially surrounding residential cause inundation problems during rainy season.

- The making process of bio-pores holes are :

1) Making the holes with approximately 100 cm depth using bio-pores hole maker as shown in the pictures below.

2) When the hole is completed, the hole is filled with organic material. A PVC pipe of 10 cm high is placed in the upper part and filled/covered with sand.

3) To make sure that the bio-pores holes function properly, a test conducted by pouring water to the bio-pores hole. If the holes can absorb the water, this is meant that the bio-pores hole functions properly. Otherwise it needs to repeat the process properly.

- The location of bio-pores holes was spread around 3 (three) Dusun.

Figure 9 Bio-pores hole maker (Source : indonesiabiopori.com & kaskus.us)

Activities :

1) The existing location of bio-pores holes.

In the resident’s yard and the roadside in front of resident’s houses, at Dusun Cukal

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In the resident’s yard and the roadside, in front of resident’s houses, at Dusun Dadapan Wetan.

In the resident’s yard and the roadside, in front of resident’s houses, at Dusun Dadapan Kulon

2) The process of making bio-pores hole and testing

Process of making bio-pores hole

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The testing of bio-pores hole

b. Land Terracing

Justification :

The land terracing activity is aimed to the rehabilitation of terraces. Terrace is a soil conservation structure constructed by digging and filling of dirt to form a tillable surface, end bund and drainage ditch following the contour line, complemented with other structures such as waterway and drop structures perpendicular to the contour line. In this framework of activity, which already have been done is strengthen the terraces by planting the Elephant Grass.

Bill of Quantity


1 Elephant Grass 50,000 stem 10,000,000

2 Labor 500 men 12,500,000

Total 22,500,000

Note : US$ 1 = Rp. 9.000,-

Location : Dusun Cukal

Areas : 10 hectares (in two locations)

1 2

3 4

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- Many farmers/residents in carrying land management are not applying the conservation principles such as terracing.

- The main purpose of terracing is to reduce the rate of erosion at the farms and sedimentation in the downstream.

- The available area for land terracing is at two locations, both in Dusun Cukal with a total area approximately 10 ha. The plant that is used for conservation method is Elephant Grass (Pennisetum purpureum schumach). This grass is an annual plant that stands upright, rooted deep, and tall with short rhizomes. Its stem can reach 2-4 meters (even reach 6-7 meters), with a trunk diameter that can reach more than 3 cm and comprised up to 20 segments of leaves. It can grow to a wide-shaped clump of up to one meter. The leaf mid-rib is bald up to short hairy; leaves striped has a broad base, tapering ends.

- The reason of selecting this grass is because it can be harvested to feed the cows or goats.

Activities :

1) The existing location of land terracing.

Land Terracing, location 1 at Dusun Cukal

Land Terracing, location 2 at Dusun Dadapan

2) The location of land terracing that have been planted with elephant grass.

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The elephant grass that has been planted

The blue line indicating the elephant grass that has been planted in the land terracing area

c. Gully Plug

Justification :

Gully plug is one of soil conservation techniques that serve to control a gully or valley through construction of a small water permeable dam across the gully and made of rock gabion, wood/bamboo riprap, or concrete structure. The gully plug material was chosen for bamboo, because it is easy to find in the local area and not expensive.

Bill of Quantity

No. Work Description Volume Total (IDR)

1 Bamboo Piling Work 27.4 stem 2,690,680

2 Bamboo Weaving Work 18.8 m3 9,202,600

Total 11,893,280


Numbers : In two gullies, each consist 4 gully plugs in series (total numbers – 8)

Existing Condition : - The area is suffering from landslide hazards and, the gullies are located

next to the farming area. - It consist of two set of gully plugs with each set consist of four gully plug

structures.

Elephant Grass

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- The principle is to capture runoff from a broad catchment area, thus transferring low rainfall into utilizable soil moisture, and to prevent soil erosion.

- The location of gully plugs are located at Dusun Cukal.

Activities :

1) There is a delay in the implementation of the gully plug construction due to the weather condition. Until the end of May 2010, the rainy season is still occurring, with a high enough rainfall intensity. This condition has slowed down the construction process.

The existing location of gully plug.

Photo Information

Trench line location (1) with land slides potency, need a serial placement of gully plugs

Trench line location (2) with potential land slides occurence, need a serial placement of gully plugs

Example of the gully plug placement

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2) Until the end of the June 2010, the construction of the gully plug was already completed. The detail design is shown below.

Gully Plug 1

Gully Plug 2

Figure 10 Gully Plug 1 & 2 Site Plan

Figure 11 Gully Plug Detail Form

Binary Net Details

Isometric Model Details

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Figure 12 Gully Plug 1 & 2 Long Section

Figure 13 Gully Plug 1 from Above

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Figure 14 Gully Plug 1 from Upfront and Sides

Figure 15 Gully Plug 2 from Above

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3) The implementation of gully plug.

Photo Information

The location of gully plug 1 (P1)



Figure 16 Gully Plug 2 from Upfront and Sides

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d. Regreening

Justification :

Regreening is an effort to rehabilitate critical lands outside forest area by planting trees and establishment of soil conservation structure to be a productive land and at the same time serve as hydrological control to maintain and improve land carrying capacity in accordance to its function. The determination of critical land refers to the definition of a piece of land severely damaged that it has reduced or lost its function beyond a tolerable limit.

Bill of Quantity


Note

Material 1 Tree Procurement a. Apple 1,600 stem 12,800,000 1 m height b. Durian 1,600 stem 16,000,000 0.5 – 1 m height c. Sengon 4,000 stem 6,000,000 0,7 – 1 m height d. Bamboo 800 stem 8,000,000 2 Manure Procurement 534 sack 4,005,000 15 stem /sack 3 Marker (Ajir) Procurement 8,100 stick 2,000,000 4 Pole Limit Procurement 40 item 200,000 2 pole / ha

Working Fee 1 Pole Limit Piling 4 men 100,000 10 pole/man/day 2 Marker Installation 80 men 2,000,000 100 marker/man/day 3 Making the planting hole 200 men 5,000,000 40 holes/man/day 4 Fertilization 80 men 2,000,000 100 holes/man/day 5 Tree planting 80 men 2,000,000 100 plants/man/day

Total 60,105,000

Location : Dusun Cukal, Dusun Dadapan Wetan and Dusun Dadapan Kulon

Numbers : 8,000 trees for 20 ha

Existing condition :

- Many areas are planted with seasonal vegetable crops and less perennials plantation. This condition will cause erosion of the soil.

- The seeds of Multi Purpose Trees Species (MPTS) consist of Apple - Malus domestica (1,600 trees), Durian - Durio zibethinus (1,600 trees), Sengon - Albazia Falcataria (4,000 trees) and Bamboo (800 trees), with total of 8,000 trees.

- With the regreening activity, it is expected to reduce land erosion and also it can enhance the living standard of the people. With the various kind of MPTS planted, it will be possible for the people to obtain an additional income in the future.

- The location of regreening was spread surrounding 3 (three) Dusun.

21

Activities :

1) The existing location of regreening activities.

Regreening location

Regreening location

22

2) The regreening activities

Example of Apple trees planting location

23

Example of Durian trees planting location

Example of Sengon trees planting location

Example of Bamboo trees planting location

24

2. Construction or installation at least one eco-efficient insitu structure to reduce pollution flow into the stream and to improve water quality

Location : Dusun Cukal, Bendosari Village

Numbers : two structures (river bank protection and small drop structure)


- The small drop structure is located in the area with high erosion potency. The activity can prevent landslide from levee which can lead the material of bank or levee collapse into the river body.

- The river bank protection / revetment made of woven bamboo that is placed on the right and left side of the river slope.

- This construction is a combination between drop structure and revetment.

a. River Bank Protection / Revetment

Justification :

Riverbank protection (revetment) is a structure placed on the surface of the slope of riverbank or levees in order to improve its stability and prevent landslides which can lead to collapse of river banks and/or leeves into the river.

Riverbank protection (revetment) can be made from woven bamboo that is placed on both sides of the river banks. The total length of the riverbank protection (revetment) approximately 498.90 m.

Bill of Quantity



2 Bamboo Wall Installation Work

1,885.6 m2 62,684,160

Total 91,935,690

Small Drop Structure

Justification :


The construction of drop structure consist of bamboo which is plugged in the bottom of the riverbed with the distance interval of 100 cm. The upper part of the structure is constructed with increments of bamboo in transverse position. The increments of bamboo and bamboo ori is woven with galvanized wire as reinforcement. In the lower part, the bamboos in transverse positions are placed across the bottom of the river. The small drop structure amount are eight structure, with two type of drop structure, type 1 as shown in Figure 23 and type 2 as shown in Figure 24.

25

Bill of Quantity



2 Bamboo Weaving Work 22.3 m3 10,915,850


17.2 m2 1,148,960

4 Stone Masonry Work 6.3 m3 1,418,130

Total 16,026,320

Activities :

1) The implementation of the river bank protection / revetment construction, there is a delay occurred due to the weather condition. Until the end of June 2010, the rainy season is still occurred, with the rainfall intensity which is high enough. This condition slowed down the construction process.

The existing location of river bank protection / revetment.

Photo Information

River dyke / leeve with avalanche potencial, required river bank protection (revetment).

River bank protection (revetment) required in river course along the cliff.

2) The detail design of river bank protection / revetment can be seen in the following pictures.

26

Figure 17 River Bank Protection / Revetment Site Plan

Figure 18 River Bank Protection / Revetment Long Section

27

Figure 19 Bamboo Wall Detail from Above

Figure 20 Bamboo Wall Detail from Upfront and Sides

28

3) The implementation of river bank protection / revetment.

Photo Information

River dyke / leeve with avalanche potencial, required river bank protection (revetment).

River bank protection (revetment) required in river course along the cliff.

b. Small Drop Structure

1) The existing location of small drop structure.

Photo Information

Small Drop Structure location, function to reduce the riverbed degradation due to a rapid velocity flow.

29

The location of small drop structure in the lower part of the culvert box.

2) The detail design of small drop structure can be seen in the following

pictures.

30

Figure 21 Small Drop Structure Site Plan

Figure 22 Small Drop Structure Long Section

31

Figure 23 Small Drop Structure Detail from Sides and Above

Figure 24 Small Drop Structure Detail from Upfront

32

Figure 25 Bamboo Wall Detail from Upfront and Above

Figure 26 Bamboo Wall Detail from Sides

33

3) The implementation of small drop structure.

Photo Information

Small drop structure location. It functions to reduce the riverbed degradation due to a rapid velocity flow.

The location of small drop structure in the lower part of the culvert box.

3. Construction of at least one eco-efficient river protection to prevent river bed

or river bank erosion

Location : Dusun Cukal, Bendosari Village

Amount : two structures (check dam and big drop structure)

Figure 27 Small Drop Structure Detail from Sides and Upfront

34

Existing condition :

- The big drop structure and check dam is located in the area with high erosion potency. The activity is to reduce riverbed degradation in the lower part of the bridge.

- The check dam structures consist of stone masonry placed in the center of the river in multilevel structure.

- This big drop structure construction is a combination between drop structure and revetment.

a. Check Dam

Justification :

Check dams were built across the river to reduce the flow velocity and capture sediments carried by the flow, so that the flow depth and slope of the river bed can be reduced. These structures are usually made from locally available materials, such as wood/bamboo, soil or stone. This structure has a high failure risk, but may provide temporary stabilization and can be combined with agronomic systems (using organic material).

Bill of Quantity





85.0 m2 5,678,000

4 Formwork 21.7 m 8,708,210

Total 32,147,820

The existing location of check dam.

Photo Information

The existing check dam location, function to reduce the riverbed degradation in the lower part of the bridge.

35

The location of check dam structure in the Sereng river.

Activities :

1) During the implementation of the big drop structure and check dam construction, there was a delay occurred due to the weather condition. The construction of the check dam was already completed in the early of July 2010. For the big drop structure, there is a revision of the design due to the change of bill of quantity of the big drop structure. The completion of the structure is expected to be finished at the end of July 2010.

The detail design of check dam can be seen in the following pictures.

Figure 28 Check Dam Site Plan

36

Figure 29 Check Dam Long Section

Figure 30 Check Dam Cross Section

37

Figure 31 Check Dam Detail from Upfront and Above

Figure 32 Check Dam Detail from Sides

38

2) The implementation of check dam.

Photo Information

The existing check dam location, function to reduce the riverbed degradation in the lower part of the bridge.

The location of check dam structure in the Sereng river.

b. Big Drop Structure

Justification :


The construction of drop structure consist of bamboo which is plugged in the bottom of the riverbed with the distance interval of 100 cm. The upper part of the structure is constructed with increments of bamboo in transverse position. The increments of bamboo and bamboo ori is woven with galvanized wire as reinforcement. In the lower part, the bamboos in transverse positions are placed across the bottom of the river. The big drop structure as shown in Figure 35.

39

Bill of Quantity


1 Land Cut Work 166.9 m3 4,990,310

2 Land Fill Work 62.0 m3 1,810,400




173.6 m2 11,596,480

Total 75,851,280

3) The existing location of big drop structure.

Photo Information

Big Drop Structure location, required a drop structure to reduce riverbed degradation in the lower part of the bridge.

The riverbed degradation in the lower part of the bridge, to reduce the velocity of the discharge required a drop structure.

4) The detail design of big drop structure

40

Figure 33 Big Drop Structure Site Plan

Figure 34 Big Drop Structure Long Section

41

Figure 35 Big Drop Structure from Above and Sides

Figure 36 Bamboo Wall Detail from Upfront and Sides

42

5) The implementation of big drop structure.

Photo Information

Big drop structure to reduce riverbed degradation in the lower part of the bridge.

Figure 37 Bamboo Wall Detail from Above

43

The riverbed degradation in the lower part of the bridge, to reduce the velocity of the discharge required a drop structure and constructed river bank protection in the form of bamboo wall.

Figure 38 The S Curve of the Structural Construction Activities

44

4. A “capacity building module” with educational and advocacy materials on promoting healthy river and eco-efficient water infrastructure development including the organization of training workshop on the development of the educational and advocacy materials.

The training module titled “Pengembangan Kapasitas untuk Peningkatan Kapasitas Lingkungan” (Capacity Building for Environment Improvement) has been completed in Bahasa Indonesia version. This module was used at the “Community Training Program for Sereng River Catchment Management” that held at Bendosari Village in 21 and 22 September 2010.

5. A “training program” for the stakeholders, majority for the local community, involved in the project with purpose to gain sustainability after implementation of the project.

The “Community Training Program for Sereng River Catchment Management” was held on 21 and 22 September 2010 at Bendosari Village Hall. The training was attended by approximately 80 peoples from Bendosari Village community (Annex 1). In the 21 September 2010, the training mainly focused on the explanation of the project. The second day on 22 September 2010, the training focused on the making of bio-pores holes in the Bendosari Village. The participant’s of the training consist of village officials, the youth, the women who joined in the empowerment of the family welfare movement (Pemberdayaan Kesejahteraan Keluarga / PKK) and the farmer groups. These are the detail schedule of the training.

Day 1, 21 September 2010 1. Opening Remarks by PJT I – UN-ESCAP Team Leader Project represented

by Mr. Fahmi Hidayat (PMU). 2. Opening Address and Ceremony by Bendosari Headman, Mr. M. Khoirun. 3. A movie presentation about Bendosari Village and the objective and outcome

of the project by Ms. Astria Nugrahany (PMU). 4. The module presentation of “Capacity Building for Environment

Improvement/Pengembangan Kapasitas untuk Peningkatan Kapasitas Lingkungan” presented by Mr. Zainal Alim (Training Specialist).

5. The presentation of “The Construction Method of Technical Structure for Conservation/Cara Pembuatan Bangunan Teknis untuk Konservasi” presented by Mr. Maryadi (Civil Engineer).

Day 2, 22 September 2010 1. The presentation of “Bio-pores Infiltration System/Sistem Peresapan Biopori”

presented by Ms. Bertha Krisnayani (Conservation Specialist). 2. The practice of making bio-pores holes guided by Mr. Bayu Chandra

Himawan (Assistant of Conservation Specialist).

45

Day 1, 21 September 2010

Day 2, 22 September 2010

46

6. Addendum Proposal Activities, to implement construction or installation of at least one eco-efficient modular/insitu structure to reduce pollution flow into the stream and to improve water quality

Biogas Plant and Water Treatment

To overcome the waste problem from the husbandry, need construction or installation at least one eco-efficient modular/insitu structure to reduce pollution flow into the stream and to improve water quality. The proposed structure is biogas plant equipped with waste water treatment. Biogas typically refers to a gas produced by the biological breakdown of organic matter in the absence of oxygen. Biogas originates from biogenic material and is a type of bio-fuel. One type of biogas is produced by anaerobic digestion or fermentation of biodegradable materials such as biomass, manure, sewage, municipal waste, green waste, plant material and energy crops. This type of biogas comprises primarily methane and carbon dioxide. The other principal type of biogas is wood gas which is created by gasification of wood or other biomass. This type of biogas is primarily nitrogen, hydrogen, and carbon monoxide, with trace amounts of methane.

47

The gases methane, hydrogen and carbon monoxide can be combusted or oxidized with oxygen. Air contains 21% oxygen. This energy release allows biogas to be used as a fuel. Biogas can be used as a low-cost fuel in any country for any heating purpose, such as cooking. It can also be used in modern waste management facilities where it can be used to run any type of heat engine, to generate either mechanical or electrical power. Biogas can be compressed, much like natural gas, and used to power motor vehicles and in the UK for example is estimated to have the potential to replace around 17% of vehicle fuel. Biogas is a renewable fuel, so it qualifies for renewable energy subsidies in some parts of the world (source: http://en.wikipedia.org/wiki/Biogas).

In Indonesia, the common type of biogas plant is “fixed dome”, it is a dome type that can not be moved and cemented. This type of biogas plant had a various size, 4, 6, 8, 10 and 12 m3 and categorized to earn subsidies from Indonesia Domestic Biogas Program (IDBP/BIRU(biogas rumah)).

Type Processing Capacity* (m3)

Gas Production

per day (m3)

Required Cattle

Waste per day** (kg)

Required Water per day (liter)

Required Number of

Cattle

1 2 3 4 5

4 6 8 10 12

0.8 – 1.6 1.6 – 2.4 2.4 – 3.2 3.2 – 4.2 4.2 – 4.8

20 – 40 40 – 60 60 – 80 80 – 100 100 – 120

20 – 40 40 – 60 60 – 80 80 – 100 100 – 120

3 – 4 5 – 6 7 – 8 9 – 10 11 – 12

Note : * = Processing capacity meant the volume of biogas plant and the dome for the gas storage

** = Average storage time : 50 days The biogas plant size and dimensions have been decided based on the storage period of 50 days and 60% of gas storage. The fresh raw material (waste) being loaded into the plant/reactor and inside the reactor must be at least 50 days prior to release. The processing capacity must be able to accommodate 60% of gas produced within 24 hours.

48

Figure 39 The typical of Biogas Plant in Indonesia

There are six main parts of a digester: inlet (mixing room) as a place of animal waste inside, the reactor (anaerobic digestive space), the gas reservoir (storage space), the outlet (the space separator), the gas transporter systems and animal waste compost pit that has lost its gas / slurry. Sewage and water mixture (mixed in the inlet or mixing room) flows through channels pipe into the digester. Mixing to produce gas through the digestive process reactor and gas generated is then stored in a reservoir of gas (upper dome). The animals waste that have lost the gas / slurry flows out of the reactor into the tank outlet (the space separator) and flows out into the compost through the valve hole in the tank overflow outlet. Then the gas flowed into the kitchen through a pipeline. The Biogas Development Model in Indonesia are generally composed of sections as follows, which is also shown in the sketch drawing in the previous Figure 39:

1. Inlet (mixing tank)

2. Inlet pipe to separate animal waste and sewage

3. Reactor

4. Gas container (dome)

5. Manhole

6. Outlet (separator space) and the opening burst

7. Main gas pipeline and a small tower

8. Main gas valve

9. Pipelines

10. Water outlet (container or water channel)

11. Pressure gauge

12. Gas taps

49

13. Gas stove with a rubber hose pipe

14. Lamp (optional)

15. Slurry hole

a. Biogas Plant 6 m3 & Water Treatment

Justification :

The condition of cattle waste treatment was done without regard to the environmental sustainability, cause degradation to the water quality of the river. The selected construction of the biogas plant is type 2 with the processing capacity 6 m3.

Bill of Quantity


1 Material 1 lump sum 5,000,000

2 Labor 6 men 1,000,000

Total 6,000,000

Note : US$ 1 = Rp. 9.000,-


Number : 1 site


- Many of the stockbreeder not applying the cattle waste treatment instead discarded into water channel that lead to the Sereng River.

- The location of proposes project consist of two family with ownership of five cattle. The selected of the biogas plant is type 2 with 6 m3.

Activities :

1) The existing location of Biogas Plant 6 m3.

The available space for Biogas Plant 6 m3

50

The existing outlet of cattle waste, directly to the water channel

2) The detail design of Biogas Plant 6 m3 can be seen in the following pictures.

Figure 40 The detail design of Biogas Plant Type 2 for 6 m3

SLURRY HOLE

SLURRY HOLE

51

b. Biogas Plant 12 m3 & Water Treatment

Justification :

The condition of cattle waste treatment was done without regard to the environmental sustainability, cause degradation to the water quality of the river. The selected construction of the biogas plant is type 5 with the processing capacity 12 m3.

Bill of Quantity



2 Labor 6 men 1,000,000

Total 8,000,000

Note : US$ 1 = Rp. 9.000,-


Number : 1 site


- Many of the stockbreeder not applying the cattle waste treatment instead discarded into water channel that lead to the Sereng River.

- The location of proposes project consist of two family with ownership of fifteen cattle. The selected of the biogas plant is type 5 with 12 m3.

Activities :

1) The existing location of Biogas Plant 12 m3.

The available space for Biogas Plant 12 m3

52

The cattle waste discarded directly to the water channel

2) The detail design of Biogas Plant 12 m3 can be seen in the following pictures.

Figure 41 The detail design of Biogas Plant Type 5 for 12 m3

SLURRY HOLE

SLURRY HOLE

53

c. Healthy Cage

Justification :

The condition of cattle stall / byre was regardless of cleanliness, health, aesthetics and ethics. During the rain, the rain water mixed with the cattle waste splattered everywhere. The construction of healthy byre was need to improve a clean and healthy environment to the cattle and residents.

Bill of Quantity



2 Labor 6 men 2,000,000

Total 12,000,000

Note : US$ 1 = Rp. 9.000,-


Number : 1 site


- Many of the stockbreeder does not have a clean and healthy stall for their cattle, the byre can be located on the side, in front of the house or in the bach of the house. Cleaning the byre does not seem to be concern of the residents.

- The location of proposes project consist of two family with ownership of five cattle. It is the same location with the proposed location of the biogas plant is type 2 with 6 m3.

Activities :

1) The existing location for healthy byre.

The cattle in the proposed location of the healthy byre

54

The existing byre condition.

2) The sketch design of the Healthy Byre and Biogas Plant 6 m3 can be seen in the following pictures.

Figure 42 The sketch design of Healthy Cage

Legend : 1. Byre / stall 2. Water reservoir 3. Palungan / manger 4. Mixer 5. Turet 6. Dome 7. Outlet 8. Water Treatment 9. WC

2

1

3

4

5

6

7

8

9

55

d. The progress of Addendum Proposal Activities

1) Preparation of the material

2) The construction process

56

C. Financial Statement

Name of the Project Development of Eco‐efficient Water Infrastructure in Asia and the PacificProject ComponentPartners Involved United Nations ‐ Economic and Social Commission for Asia and the Pacific

Jasa Tirta I Public Corporation, IndonesiaDate of Commencement January 1, 2010Date of Completion October 31, 2010

Explanation Note:1 Personel costs for the project will be borne as follows:

a. Experts by UN ESCAP financial support;b. Supporting staff and project management unit will be borne by Jasa Tirta I Public Corp

2 Office rent, facilities, electricity, water, fuel and other related office supplies will be borne by Jasa Tirta I Public Corp.3 Community development activities, capacity building and participation are funded under the UN ESCAP financial support.4 Structural activities will be funded as follows:

a. Off‐stream by UN ESCAP (example: in‐situ/modular WWTP)b. In‐stream by Jasa Tirta I Public Corp. (example: river bed or bank protection)

4 Non‐structural activities will be funded as follows:a. Off‐stream by Jasa Tirta I Public Corp. (example: bio‐pores, reforestation etc.)

5 The average exchange rate which is use USD 1 = IDR 9,000 6 = Addendum Proposal Activities

(US$) (Rp.) (US$) (Rp.) (US$) (Rp.) (US$) (Rp.)

1 Personel Cost 26.500$ Rp238.500.000 19.000$ Rp171.000.000 7.500$ Rp67.500.000

1,1 ExpertsA. Team Leader (Water Resources Specialist) Mr. Ulie Mospar Dewanto 1.500$ Rp13.500.000 x 1 person(s) x 5,0 months = 7.500$ Rp67.500.000 7.500$ Rp67.500.000B. Civil Engineer Mr. Maryadi 1.250$ Rp11.250.000 x 1 person(s) x 2,0 months = 2.500$ Rp22.500.000 2.500$ Rp22.500.000C. Social Community Planner Ms. Titik Indahyani 1.250$ Rp11.250.000 x 1 person(s) x 2,0 months = 2.500$ Rp22.500.000 2.500$ Rp22.500.000D. Training Specialist Mr. Zainal Alim 1.250$ Rp11.250.000 x 1 person(s) x 2,0 months = 2.500$ Rp22.500.000 2.500$ Rp22.500.000E. Conservation Specialist Mr. Bertha Krisnayani 1.250$ Rp11.250.000 x 1 person(s) x 1,0 months = 1.250$ Rp11.250.000 1.250$ Rp11.250.000F. Environmental Specialist Ms. Hermien Indraswari 1.250$ Rp11.250.000 x 1 person(s) x 1,0 months = 1.250$ Rp11.250.000 1.250$ Rp11.250.000G. Community Based Organizer (CBO) Mr. Wahyu Dutonoto 750$ Rp6.750.000 x 1 person(s) x 2,0 months = 1.500$ Rp6.750.000 1.500$ Rp6.750.000

1,2 Supporting StaffA. Assistant to the Civil Engineer Mr. Shony Heriyono 750$ Rp6.750.000 x 1 person(s) x 1,0 months = 750$ Rp6.750.000 750$ Rp6.750.000B. Assistant to the Conservation Specialist Mr. Bayu Chandra Himawan 750$ Rp6.750.000 x 1 person(s) x 0,5 months = 375$ Rp3.375.000 375$ Rp3.375.000C. Assistant to the Community Organizer Mr. Achmad Yunus 750$ Rp6.750.000 x 1 person(s) x 0,5 months = 375$ Rp3.375.000 375$ Rp3.375.000D. Project Management Unit (PMU) Mr. Fahmi Hidayat 500$ Rp4.500.000 x 2 person(s) x 5,0 months = 5.000$ Rp22.500.000 5.000$ Rp22.500.000

Ms. Astria NugrahanyE. Drafter Mr. Yushadi 500$ Rp4.500.000 x 1 person(s) x 1,0 months = 500$ Rp4.500.000 500$ Rp4.500.000F. Surveyor / Foreman Mr. Suparli 500$ Rp4.500.000 x 1 person(s) x 1,0 months = 500$ Rp4.500.000 500$ Rp4.500.000

2 Direct Project Cost 3.875$ Rp34.875.000 3.875$ Rp34.875.000

2,1 Office Supplies 100$ Rp900.000 x 1 lumpsum x 5 months = 500$ 500$ Rp4.500.0002,2 Office Rent 100$ Rp900.000 x 1 lumpsum x 5 months = 500$ 500$ Rp4.500.0002,3 Office Equipment & Appurtenance (table, chair, etc.) 100$ Rp900.000 x 1 lumpsum x 5 months 500$ 500$ Rp4.500.0002,4 Electricity and Water 100$ Rp900.000 x 1 lumpsum x 5 months = 500$ 500$ Rp4.500.0002,5 Fuel and car service 125$ Rp1.125.000 x 1 lumpsum x 5 months = 625$ 625$ Rp5.625.0002,6 Car Rental 250$ Rp2.250.000 x 1 unit(s) x 5 months = 1.250$ 1.250$ Rp11.250.000

3 Capacity Building and Replication Programmes Cost 300$ Rp2.700.000 300$ Rp2.700.000

3,1 Facilitation Materials 300$ Rp2.700.000 x 1 lumpsum = 300$ Rp2.700.000 300$ 2.700.000$

DURATIONTOTAL

Framework and Action Plans for River Rehabilitation of Small Streams in the Brantas River Basin, East Java, Indonesia

FINANCIAL STATEMENT

NO PROJECT COMPONENT DetailUNIT PRICE

AMOUNT ESCAP PJT‐ICOST ALLOCATION

57


4 Implementation of the Pilot Project 39.726$ Rp324.000.000 15.024$ Rp135.000.000 24.702$ Rp189.000.000

4,1 Off‐Stream Non‐Structural ActivitiesA. Bio‐pores = 1.500$ Rp13.500.000 1.500$ Rp13.500.000

‐ Bio‐pores hole maker 28$ Rp250.000 x 8 unit = 222$ Rp2.000.000‐ Labor and work 6$ Rp50.000 x 30 men 167$ Rp1.500.000‐ Bio‐pores material 1.111$ Rp10.000.000 x 1 lumpsum 1.111$ Rp10.000.000

B. Land terracing = 8.056$ Rp72.500.000 8.056$ Rp72.500.000‐ Material (Elephant Grass) 0,13$ Rp1.200 x 50.000 stem = 6.667$ Rp60.000.000‐ Labor 2,78$ Rp25.000 x 500 men = 1.389$ Rp12.500.000

C. Reforestation = 6.678$ Rp49.005.000 6.678$ Rp49.005.000‐ Material 1. Tree Procurement a. Apple 0,89$ Rp8.000 x 1.600 stem 1.422$ Rp12.800.000 b. Durian 1,11$ Rp10.000 x 1.600 stem 1.778$ Rp16.000.000 c. Sengon 0,17$ Rp1.500 x 4.000 stem 667$ Rp6.000.000 d. Bamboo 1,11$ Rp10.000 x 800 stem 889$ Rp8.000.000 2. Manure Procurement 0,83$ Rp7.500 x 534 sack 445$ Rp4.005.000 3. Marker (Ajir) Procurement 0,03$ Rp250 x 8.000 stick 222$ Rp2.000.000 4. Pole limit Procurement 0,56$ Rp5.000 x 40 item 22$ Rp200.000‐ Working Fee 1. Pole Limit Pilling 2,78$ Rp25.000 x 4 men 11$ Rp100.000 2. Marker Installation 2,78$ Rp25.000 x 80 men 222$ Rp2.000.000 3. Making the planting hole 2,78$ Rp25.000 x 200 men 556$ Rp5.000.000 4. Fertilization 2,78$ Rp25.000 x 80 men 222$ Rp2.000.000 5. Tree planting 2,78$ Rp25.000 x 80 men 222$ Rp2.000.000

4,2 Off‐Stream Structural ActivitiesA. In‐situ/Modular Structure 5.868$ Rp52.811.063 5.868$ Rp52.811.063

‐ Preliminary Work 1.500$ Rp13.500.000 1. Preparation Work 278$ Rp2.500.000 x 1 lumpsum 278$ Rp2.500.000 2. Measurement Work 944$ Rp8.500.000 x 1 lumpsum 944$ Rp8.500.000 3. Cleaning Work 278$ Rp2.500.000 x 1 lumpsum 278$ Rp2.500.000‐ Small Drop Structure 222$ Rp1.996.456 1. Bamboo Pilling Work 2,17$ Rp19.500 x 25,9 stem 56,12$ Rp505.050 2. Bamboo Weaving Work 3,88$ Rp34.875 x 22,3 m3 86$ Rp777.713

3. Bamboo Wall Installation Work 1,94$ Rp17.438 x 17,2 m2 33$ Rp299.925

4. Stone Masonry Work (no filling) 7,30$ Rp65.678 x 6,3 m3 46$ Rp413.768‐ Big Drop Structure 3.268$ Rp29.411.250 1. Land Cut Work 5,50$ Rp49.500 x 166,9 m3 918$ Rp8.261.550

2. Land Fill Work 5,84$ Rp52.560 x 62 m3 362$ Rp3.258.720 3. Bamboo Pilling Work 2,17$ Rp19.500 x 88 stem 191$ Rp1.716.000 4. Bamboo Wall Installation Work 1,94$ Rp17.438 x 173,6 m2 336$ Rp3.027.150

5. Stone Masonry Work (with filling) 14,03$ Rp126.300 x 104,1 m3 1.461$ Rp13.147.830‐ Check Dam 878$ Rp7.903.357 1. Bamboo Pilling Work 2,17$ Rp19.500 x 80,7 stem 175$ Rp1.573.650 2. Stone Masonry Work (no filling) 7,30$ Rp65.678 x 43,7 m3 319$ Rp2.870.107

3. Bamboo Wall Installation Work 1,94$ Rp17.438 x 85 m2 165$ Rp1.482.188 4. Formwork (kisdam) 10,13$ Rp91.125 x 21,7 m' 220$ Rp1.977.413

B. Gully Plug 132$ Rp1.189.950 132$ Rp1.189.950‐ Bamboo Pilling Work 2,17$ Rp19.500 x 27,4 stem 59,37$ Rp534.300‐ Bamboo Weaving Work 3,88$ Rp34.875 x 18,8 m2 73$ Rp655.650

4,3 In‐Stream Structural ActivitiesA. Eco‐Efficient River Bank/Bed Protection

‐ River Bank Protection/Revetment 2.786$ Rp25.076.250 2.786$ Rp25.076.250 1. Bamboo Pilling Work 2,17$ Rp19.500 x 288 stem 624$ Rp5.616.000

2. Bamboo Wall Installation Work 1,94$ Rp17.438 x 1.116 m2 2.162$ Rp19.460.250

Output: Structural and non‐structural results including replication programme

COST ALLOCATIONESCAP PJT‐INO PROJECT COMPONENT Detail

UNIT PRICEAMOUNT DURATION

TOTAL

58


4,4 Material 12.106$ Rp108.949.750 12.106$ Rp108.949.750

A. Split rock 12,00$ Rp108.000 x 183 m3 2.196$ Rp19.764.000B. BWG wire 80,56$ Rp725.000 x 15 roll 1.208$ Rp10.875.000C. Plastering Sand 10,56$ Rp95.000 x 55 m3 581$ Rp5.225.000

D. Filling Sand 8,33$ Rp75.000 x 22 m3 183$ Rp1.650.000

E. Bamboo Wall 1,75$ Rp15.750 x 2.141 m2 3.747$ Rp33.720.750F. Portland Cement (PC) 6,11$ Rp55.000 x 340 sack 2.078$ Rp18.700.000G. Bamboo Petung 2,78$ Rp25.000 x 382 stem 1.061$ Rp9.550.000H. Bamboo Ori 1,67$ Rp15.000 x 621 stem 1.035$ Rp9.315.000I. Plaited Bamboo Wall 3,33$ Rp30.000 x 5 sheet 17$ Rp150.000

4,5 Biogas Plant 6m3 & water treatment 600$ Rp5.400.000 x 1 sites = 600$ Rp5.400.000 600$ Rp5.400.000

4,6 Biogas Plant 12m3 & water treatment 800$ Rp7.200.000 x 1 sites = 800$ Rp7.200.000 800$ Rp7.200.0004,7 Healthy Byre 1.200$ Rp5.400.000 x 1 sites = 1.200$ Rp5.400.000 1.200$ Rp5.400.000

5 Organization of training workshop for local community 4.410$ Rp39.690.000 700$ Rp6.300.000 3.710$ Rp33.390.000

5,1 Training: Community Training Program for Sereng River Catchment Management5,1,1 Facilitators

A. Honoraria 100$ Rp900.000 x 2 person(s) x 2 days = 400$ Rp3.600.000 400$ Rp3.600.000B. Transport 75$ Rp675.000 x 2 person(s) x 1 trip = 150$ Rp1.350.000 150$ Rp1.350.000C. Per‐Diem & Subsistence Allowance 25$ Rp225.000 x 2 person(s) x 2 days = 100$ Rp900.000 100$ Rp900.000D. Miscellanous Travel Expenses 25$ Rp225.000 x 2 person(s) x 1 trip = 50$ Rp450.000 50$ Rp450.000

5,1,2 ParticipantsA. Honoraria 20$ Rp180.000 x 20 person(s) x 2 days = 800$ Rp7.200.000 800$ Rp7.200.000B. Transport 15$ Rp135.000 x 20 person(s) x 1 trip = 300$ Rp2.700.000 300$ Rp2.700.000C. Per‐Diem & Subsistence Allowance 10$ Rp90.000 x 20 person(s) x 2 days = 400$ Rp3.600.000 400$ Rp3.600.000D. Miscellanous Travel Expenses 10$ Rp90.000 x 20 person(s) x 1 trip = 200$ Rp1.800.000 200$ Rp1.800.000

5,1,3 Photocopy and printing 100$ Rp900.000 x 1 lumpsum = 100$ Rp900.000 100$ Rp900.0005,1,4 Supplies and materials 125$ Rp1.125.000 x 1 lumpsum = 125$ Rp1.125.000 125$ Rp1.125.0005,1,5 Equipment rental (e.g. projector, laptop) 75$ Rp675.000 x 1 units x 2 days = 150$ Rp1.350.000 150$ Rp1.350.0005,2 Training: Livestock Waste Treatment and Biogas Installation Training 5,2,1 Facilitators

A. Honoraria 50$ Rp450.000 x 2 person(s) x 2 days = 200$ Rp1.800.000 200$ Rp1.800.000B. Transport 25$ Rp225.000 x 2 person(s) x 1 trip = 50$ Rp450.000 50$ Rp450.000C. Per‐Diem & Subsistence Allowance 10$ Rp90.000 x 2 person(s) x 2 days = 40$ Rp360.000 40$ Rp360.000D. Miscellanous Travel Expenses 10$ Rp90.000 x 2 person(s) x 1 trip = 20$ Rp180.000 20$ Rp180.000

5,2,2 ParticipantsA. Honoraria 15$ Rp135.000 x 20 person(s) x 2 days = 600$ Rp5.400.000 600$ Rp5.400.000B. Transport 10$ Rp90.000 x 20 person(s) x 1 trip = 200$ Rp1.800.000 200$ Rp1.800.000C. Per‐Diem & Subsistence Allowance 5$ Rp45.000 x 20 person(s) x 2 days = 200$ Rp1.800.000 200$ Rp1.800.000D. Miscellanous Travel Expenses 5$ Rp45.000 x 20 person(s) x 1 trip = 100$ Rp900.000 100$ Rp900.000

5,2,3 Photocopy and printing 50$ Rp450.000 x 1 lumpsum = 50$ Rp450.000 50$ Rp450.0005,2,4 Supplies and materials 75$ Rp675.000 x 1 lumpsum = 75$ Rp675.000 75$ Rp675.0005,2,5 Equipment rental (e.g. projector, laptop) 50$ Rp450.000 x 1 units x 2 days = 100$ Rp900.000 100$ Rp900.000

74.811$ Rp673.297.013 35.024$ Rp315.215.950 39.787$ Rp358.081.063SUM

TOTALCOST ALLOCATION

ESCAP PJT‐INO PROJECT COMPONENT DetailUNIT PRICE

AMOUNT DURATION

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D. Organizing Committee

The Person in Charge is the Board of Directors of Jasa Tirta I Public Corporation. For implementation the activities the Jasa Tirta I Public Corporation Board of Directors appointed an Organizing Committee (executing team) which responsible on the activities.

The organizing committee consist of the following persons :

No Committee Job Description

1 Ir. Ulie Mospar Dewanto, MT Team Leader (Water Resources Specialist)

2 Maryadi, ST Civil Engineer

3 Titik Indahyani, SE Social Community Planner

4 Zainal Alim, ST, MT Training Specialist

5 Bertha Krisnayani, SP Conservation Specialist

6 Ir. Hermien Indraswari, MT Environmental Specialist

7 Wahyu Dutonoto, SH Community Based Organizer (CBO)

8 Shony Heriyono, Amd Assistant to the Civil Engineer

9 Bayu Candra Himawan, Amd Assistant to the Conservation Specialist

10 Achmad Yunus, SH Assistant to Community Based Organizer

11 Fahmi Hidayat, ST, MT Project Management Unit (PMU)

12 Astria Nugrahany, ST Project Management Unit (PMU)

13 Yushadi Drafter

14 Suparli Surveyor/Foreman

The team task and responsibilities as follows :

1. Experts

a. Team Leader (Water Resources Specialist) - Making arrangements for the whole job, so it can work well according to

plan. - Carrying out coordination with internal and external parties involved. - Conducting consulting with employers. - Presentation of the report and public consultation meetings. - Making report the implementation of the work periodically to the Board of

Directors / coach team.

60

b. Civil Engineer - Develop proposals and plan of priority actions needed in order to

rehabilitate the river to the small streams for replication to be done in the future (civil engineering aspects).

- Provide technical support and consultancy required for the execution of work (civil engineering aspects).

- Plan the work of structural and non-structural related particularly civil engineering (eco-efficient protection for the protection of river bank erosion and river bottom, Gully plug etc.).

- Assist to develop capacity building programs and training modules and training necessary for the implementation of the work.

c. Social Community Planner - Developing proposals and plan of priority actions needed in order to

rehabilitate the small streams for replication to be done in the future (social aspects).

- Provide technical support and consultancy required for the implementation of the work (social aspects).

- Plan social aspects related to the implementation of the work. - Assist to develop capacity building programs and training modules and

training necessary for the implementation of the work.

d. Training Specialist - Provide technical support and consultancy required for the implementation

of the work. - Plan social aspects related to the implementation of the work. - Develop capacity building programs and training modules and also

training necessary for the implementation of the work. - Organize training programs for the implementation of the work.

e. Conservation Specialist - Developing proposals and plan of priority actions needed in order to

rehabilitate the small streams for replication to be done in the future (conservation aspects).

- Provide technical support and consultancy required for the implementation of the work (conservation aspects).

- Planning for non-structural work related aspects particularly related to conservation aspects based on local community participation to prevent damage of watersheds (bio-pores, terracing, gully plug, regreening, reforestation, etc.).


f. Environmental Specialist - Developing proposals and plan of priority actions needed in order to

rehabilitate the river to the small streams for replication to be done in the future (environmental aspects).

- Provide technical support and consultancy required for the execution of work (environmental aspects).

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- Planning jobs in particular related to the structural aspects of the environment (construction / installation of modular / in situ structure to reduce the pollution load entering the river and to improve the quality of water).


g. Community Based Organizer - Organizing activities during the implementation of community-based

work. - Assist to develop capacity building programs and training modules and

training necessary for the implementation of the work.

3. Supporting Staff

b. Asisstant to the Civil Engineer - Helping the duties of Civil Engineering Experts

c. Asisstant to Conservation Specialist - Helping the duties of Conservation Specialist

d. Assistant to Community Based Organizer - Helping the duties of Community Based Organizer

e. Project Management Unit (PMU) - Assist the team leader in performing the overall job settings, so it can work

well according to plan. - Assist the team leader in coordination with internal and external parties

involved. - Assist the team leader in performing consulting with employers. - Collecting secondary data required for execution of work. - Carry out administrative work for the implementation (including financial

accountability, etc.).

f. Drafter - Make technical drawings required for execution of work.

g. Surveyor/Foreman - Make technical drawings required for execution of work.

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E. Project Time Frame (Plan vs Realization) Progress

1. Facilitate overall outlines and guidance to the project PlanRealization

2. Provide technical support and consultations where Plannecessary and appropriate, in the various activities Realization

3. Help identify potential river rehabilitation replication Planprojects for other areas, where necessary and appropriate Realization

4. Assist and give guidance for the development and Planimplementation, where necessary and appropriate, Realizationon the capacity building programmes

5. Provide overall monitoring of the project PlanRealization

6. Assign, organize and assemble a team to execute and Planmeet the pilot project designated objectives Realization

7. Prepare and submit a detailed proposal as well as a list Planof activities for the pilot project Realization

8. Develop the planning proposal and prioritise required Planactivities in river rehabilitation of small streams and for Realizationfuture possible replication of the programmes/plan

9. Implement structural and non‐structural activities Plancomprising: (1) Implementation of leading pointers Realizationin preventing further catchment degradation (soilconservation) based on local community participation(e.g. Bio‐pores, land terracing, gully plug, re‐greening and re‐forestation; (2) Construction or installation at least one eco‐efficient modular/in‐situ structureto reduce pollution flow into the stream and to improvewater quality; and (3) Construction at least one eco‐efficient river protection to prevent river bank or riverbed erosion

10. Develop a capacity building programme and related Planeducational and advocacy materials to promote Realizationhealthy river and eco‐efficient water infrastructures

11. Organize a training programme related to ensuring Planthe continuity of the above program Realization

12. Submit a final report with financial statement to ESCAP PlanRealization

Jun‐10 Jul‐10 Aug‐10 Sep‐10 Oct‐10 Nop‐10Activities Feb‐10 Mar‐10 Apr‐10 May‐10

: plan : realization

63

F. References Department of Forestry, 2004: Land Rehabilitation and Social Forestry,

http://www.dephut.go.id/INFORMASI/STATISTIK/2004/nar_rlps.pdf

Jasa Tirta I Public Corporation (Perum Jasa Tirta I/PJT I) & United Nations Economic and Social Commission for Asia and Pacific (UN-ESCAP), 2010: Letter of Agreement No. 2009-0050, Bangkok, Thailand & Malang, Indonesia

Jasa Tirta I Public Corporation (Perum Jasa Tirta I/PJT I) & The Agency for the Agriculture Assessment Technology of East Java Balai Pengkajian Teknologi Pertanian Jawa Timur, 2009: The Roadmap Preparation for Farmer Empowering in Conservation at Brantas River Basin (Penyusunan Road Map Pemberdayaan Masyarakat Petani Dalam Upaya Konservasi di Kawasan DAS Brantas), Final Report, Indonesia

PJT I, March 2010, The President Director of Jasa Tirta I Public Corporation Decree No. 024/KPTS/DU/2010 about the Organizing Committee of “Framework and Action Plans for River Rehabilitation of Small Streams in the Brantas River Basin, East Java, Indonesia, Malang, Indonesia.

Pretty Jules N, 1995, Regenerating Agriculture: Policies and Practices for Sustainability and Self Reliance, Earthscan publication Ltd., London

Sulbha Khanna, 1997, Effectiveness of Contour Bunds and Gully Plugs as Tools For Watershed Treatment “A Case Study of Khabji Village of Bharuch District.

http://bendosari.wordpress.com

http://biopori.com

http://farm4.static.flickr.com/3042/2368867442_31df8ddff6.jpg

http://forthoodreveg.tamu.edu/photos/practices/gully-plugs/after.jpg

http://i45.tinypic.com/14lhjd1.jpg

http://manglayang.blogsome.com/2005/12/31/hijauan-pakan-ternak-rumput-gajah-pennisetum-purpureum/

http://sahabatsiswa.wordpress.com/2009/05/23/terasering/

http://www.bali-resort-hirochan.com/indonesia/Rice_Terace.html

http://www.indonesiabiopori.com/tag/resapan-biopori

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Annex 1

List of Participant “Community Training Program for Sereng River Catchment Management”

Bendosari Village Hall, 21-22 September 2010

No Name Address / Dusun Job Title 1 Ngatenu Dadapan WT KASUN 2 Jawa Hiri Cukal3 Kasim Cukal PETENGA 4 Mustofa Amin Cukal LPMD 5 Suparman Cukal LINMAS 6 Syafii Cukal BPD 7 Misnan Cukal K TARUNA 8 M. Munir Cukal RT 9 Misbahul Ghufron Cukal SEK. GAPOKTAN 10 Budi Utomo Cukal K TARUNA 11 Agus Suprimto Tretes RT 12 Jaelan Cukal RT 03 13 Mahmud Cukal RT 02 14 Suparlan Cukal K TARUNA 15 Samidi Tretes RT 16 Purwito Cukal RT 5 17 Sumardiko Dadapan WT LPMD 18 Satimin Dadapan WT KET RT 04 19 Ismadi Cukal Sopir 20 Hadi Dadapan RT 1 21 Slamet Cukal RT 2 RW 2 22 Ikhwan Hadi Cukal LINMAS 23 Wawan Cukal KARANTARUNA 24 Masikul Ilma Cukal KARANTARUNA 25 Mujiwanto Cukal KARANTARUNA 26 Marsaji Cukal LINMAS 27 Erin Cukal K TARUNA 28 Sungkono Cukal LINMAS 29 Aripin Cukal K TARUNA 30 Kasmuri Cukal RW 0I 31 Sutrisno Dadapan RW 05 32 Kusno Dadapan RT 04 33 Buang Siono Dadapan KL RT 1 34 Juma’i Ra’un Dadapan KL LPMD 35 Kusenin Dadapan KL RT 05 36 Umar Dadapan KL RT 02 37 Ali Rojikin Cukal LURAH SINOMAN 38 Suraji Dadapan KL RT 06 39 Abdi Susanto Cukal LURAH SINOMAN 40 Sugeng Cukal LURAH SINOMAN 41 Jainul Arifin Cukal PEMUDA 42 Eko Suparlan Dadapan LPMD

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43 A. Azis Ngeprih LPMD 44 Mujiono Ngepreh RT 01 45 Imron Cukal RT 4 46 Asmu’i Cukal KASON 47 Sukoyo Cukal KUWOWO 48 Sapari Dadapan KLN RW 4 49 Irfan Cukal RT 01/02 50 Muslimin Cukal BAYAN 51 C. Kusmoyo Cukal RT 05/01 52 Farida Isnawati Cukal SEKDES 53 Wakimun Dadapan WT GAPOKTAN 54 Ngatiman Dadapan WT RT II 55 Aimatin Bendosari PKK 56 Rudi N Tretes KASUN 57 Sugeng Bendosari 58 Muliyati Bendosari PKK 59 Achmad Mudin 60 Robi Udin Cukal 61 Rumadi Dadapan KL KASUN 62 Sukatena Dadapan KL R.T 63 Dadik Cukal RT I 64 Yusuf Cukal RT 3 65 Supriadi Cukal RT 04 66 Zainudin Cukal RT 04 67 Kamari Tretes KET. GAPOKTAN 68 Suwadi Tretes RT 03 69 Suyono Tretes RT 02 70 Jumani Dadapan WT RT III 71 Rojikin Cukal BPD 72 Ahmad Khoiri Cukal KAUR KESRA 73 Akat Sukardjo Dadapan KL BPD 74 Andik Tretes KATAR 75 Masrur Cukal 76 Siti Mudawamah Cukal PKK 77 Erna Wati Cukal PKK 78 Umarotul U Cukal PKK 79 Sri Hartini Cukal TP. PKK 80 M. Khoirun Cukal Kades

indonesia pilot (final pdf)

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