A1-Intake access from district road A2-Access to proposed

Yard/Storage area

Drawing CCT01

A3-Backfilling at right hand side waterway A4-Disposal area 4

B1- soil at river areaB2- Piling needed at left

side waterway

B3-Outcrop Rock in main river D1-Access to proposed site office

Figure 1:Airport location, Jakarta and site at Cimanggu

D2-CIBURUG the nearest facilitated town D3-Yard storage area

D4-Proposed laydown area

D5- Existing waterways to be widen

D6-Electricity supply for construction tap point

E1-Adidas factory at Cikembar

E2-Kampong residential area near proposed site E3-CUBURUG town

E4-Jakarta to Ciawi tol hiway

F1-possssible landslide in rainy season

F2-Possible shear at headpond area

F3-Bad rock at waterway

F4-Hydrological condition, rainfall2 ,800mm per year

F5-Rainfall 2,800mm per year

Figure2- Indonesia hydro consult

I1-Feed in point to PLN I2-Site is nearby to

village resident having access to electric power

Figure J1-Hydrology regime

J1-Rock in river

J2-Existing weir to be upgrade

J3-waterway to be upgrade

J4- sandtrap area near to main river for ease of silt disposal

J5-Headpond area 26m above powerhouse J6- Existing Waterway to be

widen to 9 m

J7-water discharge channel

J8-Penstock location at high level 26m above powerhouse downstream

Feed in point to PLN 1.2km from powerhouse