Report Part 1
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(See Paragraph-6) FORM 1 Note : If space provided against any parameter is inadequate, Kindly upload supporting document under 'Additional Attachments if any' at the last part of the Form1. Please note that all such Annexures must be part of single pdf document. (I)Basic Informations S.No. Item Details 1. Name of the Project Kirthai Stage-ll HEP (930 MW) 2. Project Sector River Valley and Hydroelectric Projects 3. Location of the project District Kishtwar, J&K 4. Shape of the project land point uploaded 10 km radius topo map (Annexure - I) GPS file 5. Brief summary of project Brief Summary of Project (Annexure - II) 6. State of the project Jammu & Kashmir Details of State of the project S.no State Name District Name Tehsil Name (1.) Jammu & Kashmir Kishtwar Paddar 7. Town / Village Kiddur 8. Plot/Survey/Khasra No. 52 C 3 9. S. No. in the schedule 1(c) River Valley projects Proposed capacity/area/length/tonnage to 930 MW 10. be handled/command area/lease Underground Power House (6x140)MW area/number or wells to be drilled Dam toe Power House (2x35+2x10)MW 11. New/Expansion/Modernization New 12. Category of project i.e. 'A' or 'B' A Does it attract the general condition? If 13. yes, please specify No 15. Does it attract the specific condition? No Is there any litigation pending against the 16. project? No Nearest railway station along with Udhampur 210 km 17. distance in kms. 18. Nearest airport along with distance in kms Jammu – 310 km Nearest Town/City/District Headquarters 19. along with distance in kms Kishtwar, 65 km Details of alternative sites examined Initially three alternative dam axis were selected across the No shown on a toposheet river Chenab downstream of village Kirthai in consultation with geologists from GSI. But a high storage dam at any of these sites would have submerged Padder valley comprising of some villages and agricultural & forest lands. One more site was selected upstream of this valley, but the storage available at any site above the valley was comparatively less than that at any downstream site. In order to finalize the dam axis, expert team comprising of Engineering Geologists from GSI and Designers from CWC visited the project site in May 1989. The experts during the time of the visit observed that though a dam and power house upstream of Padder valley at Gulabgarh would in 20. itself be a feasible project, it will not fully utilize the power potential available in the reach. It was therefore suggested that Dam at Gulabgarh can be constructed as Stage I of the entire scheme and relatively lower pick up dam (100 m high) can be located downstream of the valley. This would avoid submergence of the Padder valley and would tap the balance power potential.The comparative study was made by taking into consideration all the alternatives and finally it was decided to have a storage dam at Gulabgarh with underground power house at Gulabgarh itself (Kirthai H.E. Project Stage I) and a lower dam near Silpar or Kidur with underground power house at Lidrary (Kirthai H.E. Project Stage II) Whether part of interlinked projects? 21. No Whether the proposal involves approval / clearance under the Forest Conservation 22. Yes, yet to be submitted Act, 1980 ? Status of Application for Forest Clearance Whether the proposal involves 23. approval/clearance under the wildlife No. (Protection)Act,1972? Whether the proposal involves 24. approval/clearance under the C.R.Z No notification,2011? Whether there is any Government Project comes under the provisions of Annexure-D of Order/Policy relevant/relating to the site? Indus water treaty and the project area comes under 25. Forest Act Whether there is any litigation pending 26. against the project and/or land in whichNo No the project is proposed to be set up? 27. Project Cost(in lacs) 515800 lakh II. Activity 1. Construction, operation or decommissioning of the Project involving actions, which will cause physical changes in the locality (topography, land use, changes in water bodies, etc.) Details there of (with approximate S.No Information/Checklist confirmation Yes/No quantities/rates, wherever possible) with source of information data The land use of private land being used for establishing colonies shall not change as it will continue under land use class agriculture & settlement but the land use of private land coming under submergence shall change from agriculture to water body. The land use class of private land required for new road construction shall change in Permanent or temporary change in land to bult-up land use. The underground components use, land cover or topography including 1.1 Yes falling in forest area will not cause any impact on increase in intensity of land use (with the land use. Similarly, the land use of forest area respect to local land use plan) diverted for dump areas and quarry sites will not cause any impact on land use as these shall continue to be under forest land use class. However, forest land and revenue land coming in submergence shall have its land use changed permanently in water body Clearance of existing vegetation at various Clearance of existing land, vegetation and 1.2 Yes project component sites during construction buildings? phase is envisaged. Muck dumping sites presently under open forest 1.3 Creation of new land uses? Yes or wasteland would be used temporarily before being converted to plantations. Pre-construction activities like Bore Hole, Drifting, geological testing as suggested by GSI Pre-construction investigations e.g. bore 1.4 Yes has been carried out. houses, soil testing? The project shall comprise of: • 121 m high concrete gravity dam, with overall length 219.80 m at top. • 93 m long over flow section with 5 bays with radial gates(9mx12.248m). • A power intake to convey the regulated discharge through 4 number, 6.4 m diameter, intake tunnels of varying length leading to four desilting chambers. 1.5 Construction works? Yes • 4 flushing tunnels / ducts (3.6mx2.5m) • 10.5 m diameter 4.289 km long HRT • 31.6 m diameter surge shaft • Pressure shafts (3 No,5.25m diameter,827m long), • Unit penstocks to feed six number generating units (140 MW each) • Underground power house of cavity size 187.5 m X 22 m X 49.7m on the left bank of the Chenab. • 11.25 m diameter 352.5m long circular tail race tunnel • A Power intake to feed dam toe powerhouse (90MW). 1.6 Demolition works? No The project does not entail any demolition works. Besides, the structure coming under submergence. Temporary Labour sheds for Labourer at some places shall be created during construction phase, which will be demobilized before commissioning. Temporary labour camps would be required for Temporary sites used for construction works 1.7 Yes construction phase. or housing of construction workers? Above ground buildings, structures or Above ground structures shall include project earthworks including linear structures,cut components like dam, power intake, desilting and fill or excavations and fill or excavations arrangement and surface power house (90MW) 1.8 Yes besides permanent and temporary buildings and roads. The description of such components has been provided in 1.5 Construction of Head race tunnel as water conductor system from dam to power house & Underground works including mining or 1.9 Yes underground powerhouse, besides tunneling? Desilting and flushing system. Reclamation works would involve reclamation of quarry and muck dumping sites because of project activities which will be done on completion of civil work. Adequate provision 1.10 Reclamation works? Yes based on detailed estimate has been made for Muck Management, Restoration Plan for Quarry Sites, Landscape and Restoration Plan under EMP. 1.11 Dredging? No No dredging is involved 1.12 Offshore structures? No Not Applicable 1.13 Production and manufacturing processes? No Hydro power generation is proposed by utilizing head and the available discharge in the river 1.14 Facilities for storage of goods or materials? Yes Project is not a goods manufacturing or production unit. However, during project construction/operation, storage for materials would be needed. Facilities for treatment or disposal of solid Project process does not entail generation of solid waste or liquid effluents? or liquid waste. However, sewerage and solid waste will be generated from project colony and labour camp for which sewerage treatment plant and septic tank have been proposed respectively. Municipal Solid waste would be disposed as per 1.15 Yes MSW Rules 2016 for which Sanitation and solid waste management plan has been formulated under EMP. However, as far as disposal of muck (generated from the project components) is concerned, a separate muck management plan has been prepared under EMP The operational staff would be housed in the colonies mentioned above as upon commissioning Facilities for long term housing of of the project construction staff would be shifted 1.16 Yes operational workers? out. Suitable sewerage and solid waste disposal mechanism has been suggested for the project colony in the EMP. New approach road during construction and New road, rail or sea traffic during 1.17 Yes operation phase. construction or operation? No rail / sea traffic is involved. New road, rail, air water borne or other No new road except realignment of existing transport infrastructure including new or Kishtwar – Gulabgarh - Sansari road in about a altered routes and stations, ports, airports stretch of 4.5km length under submergence will etc? be required. However, for transportation of 1.18 No machinery, widening and strengthening of existing road shall be required. For executing various civil works roads will be made for linking the works site to other site and to job facility areas.