<strong>for</strong>mation should thus be addressed in as much <strong>the</strong> same way as one would treat adisaster and minimise damage.Soil characteristics, up-liftment <strong>of</strong> land and ecological factors have played animportant role in <strong>the</strong> genesis <strong>of</strong> <strong>the</strong>se ravines. Additionally, <strong>the</strong> region is semi-arid, markedby extremes <strong>of</strong> temperature and great uncertainty <strong>of</strong> rainfall. The climatic conditions withcold winters and hot and dry summers may be attributed to <strong>the</strong> inland location, lack <strong>of</strong>vegetative cover, nature <strong>of</strong> soil and bare rock. It is <strong>of</strong> interest to note that a total 16,05,300ha <strong>of</strong> Chambal region predominantly bears a rural character with its activities such asovergrazing and unsustainable agricultural activities fur<strong>the</strong>r adding to soil erosion.During <strong>the</strong> presentation, <strong>the</strong> committee made a point that Pre-feasibility Report(PFR) does not contain any in<strong>for</strong>mation and needs to be revised giving all <strong>the</strong> details <strong>of</strong>project, hydrology, water availability, soils, land, existing cropping pattern and proposedcropping pattern etc so that <strong>the</strong> committee get a clear picture <strong>of</strong> <strong>the</strong> project. The projectproponent should also to submit <strong>the</strong> Form-1 based on <strong>the</strong> revised PFR.The <strong>Committee</strong> after critically examining all <strong>the</strong> issues related to environmentsought additional in<strong>for</strong>mation on <strong>the</strong> following:i. All relevant in<strong>for</strong>mation and data pertaining to Chambal basin.ii.iii.iv.Water availability studies including details <strong>of</strong> quantity <strong>of</strong> water earmarked <strong>for</strong>downstream users.Cropping pattern proposed <strong>for</strong> <strong>the</strong> projectDelta <strong>for</strong> various cropsv. Total Crop water requirements and month-wise water abstractions <strong>for</strong>meeting irrigation water requirementsThe committee also recommended following additional studies to be conducted as apart <strong>of</strong> <strong>the</strong> TOR:i. Irrigation planning <strong>for</strong> <strong>the</strong> projectii.iii.iv.Mapping <strong>of</strong> location <strong>of</strong> water harvesting structures in <strong>the</strong> Kali Sindh floodplains should be doneGeospatial mapping <strong>of</strong> <strong>the</strong> flood plains to assess <strong>the</strong> reverine developmentshould be carried-out and detailed geomorphological mapping <strong>for</strong> floodplains migration and paleochannels should also be done.Command Area Development (CAD) Plan and time target <strong>for</strong> itsimplementationv. Review <strong>of</strong> topographical conditions to ascertain <strong>the</strong> requirement <strong>of</strong> landleveling and o<strong>the</strong>r OFD worksvi.vii.Sample plan <strong>of</strong> one outlet covering water courses, field drains, irrigationchannels, etc.Detailed map showing soil classification <strong>of</strong> <strong>the</strong> command area & mapshowing land irigability classification <strong>of</strong> <strong>the</strong> command area
viii.ix.Soil and water sampling locations be so selected that <strong>the</strong>y are evenlydistributed in <strong>the</strong> head , middle and tail reaches <strong>of</strong> canal network and <strong>the</strong>sampling locations are to be shown on a mapDetailed plan <strong>for</strong> covering 10% <strong>of</strong> <strong>the</strong> area command area underpressurized/drip irrigation, including its cost.x. Morpho-tectonic map <strong>of</strong> <strong>the</strong> study area should be preparedto estimate <strong>the</strong>channel migration patterns.xi.xii.xiii.Under soil sampling, additional parameters e.g, soil pH <strong>of</strong> <strong>the</strong> saturationextract, Water Holding Capacity, Field Capacity, Wilting point, Calcium,Magnesium, Potassium, Sodium should be studiedTen (10) sampling locations are to be covered under terrestrial ecologicalsurveyConsidering large number <strong>of</strong> project affected families (PAFs), a separateSocial Impact Assessment Study to be carried-outThe <strong>Committee</strong> mentioned that <strong>the</strong> project proponent should to resubmit <strong>the</strong> PFRand Form-I incorporating <strong>the</strong> above in<strong>for</strong>mation <strong>for</strong> fur<strong>the</strong>r consideration.2.10 Sip Kolar Link Medium Irrigation Project in Sehore District <strong>of</strong> Madhya Pradeshby M/s. Water Resources Department, Government <strong>of</strong> Madhya Pradesh – ForTOR [J-12011/42/2012-IA-I]The Principal Secretary (Irrigation) made a detailed presentation on <strong>the</strong> project. Thecommittee noted that <strong>the</strong> Sip Kolar project is a diversion project proposed to augmentexisting Kolar reservoir. The existing Kolar project was granted environmental clearanceon 6.4.1984 by <strong>the</strong> Ministry and <strong>the</strong> project was completed in 1989. The <strong>for</strong>est clearancewas granted on 10.6.2009. The Kolar project was proposed to irrigate 45,078 ha <strong>of</strong> areabut only 31,000 ha is being irrigated presently. The presentation document howevershowed irrigation coverage <strong>of</strong> only 22,868 ha (maximum in 2006-07). There<strong>for</strong>e, <strong>the</strong> SipKolar project is proposed to divert water into <strong>the</strong> existing Kolar project <strong>for</strong> augmentationand to irrigate an area <strong>of</strong> 6,400 ha. A total <strong>of</strong> 39.92 ha <strong>of</strong> <strong>for</strong>est land involved in <strong>the</strong>proposed Sip Kolar project <strong>for</strong> which <strong>for</strong>est clearance has already been obtained. In <strong>the</strong>proposed project 34.36 Mcum <strong>of</strong> water <strong>of</strong> Sip basin is to be diverted to Kolar reservoir toaugment <strong>the</strong> present Kolar project live capacity. A TAC note <strong>for</strong> <strong>the</strong> project has beenprepared by <strong>the</strong> director M&A, CWC, Narmada Basin Organisation on 22-03-2012. Fur<strong>the</strong>rdevelopment is not known. A 6.51 km long diversion channel and 5.94 km long tunnel willbe constructed to divert water from Sip basin. The catchment area <strong>of</strong> <strong>the</strong> project is 96.50Sq.km. There is no national park/ wildlife sanctuary/biosphere reserve/historicalmonuments are present in <strong>the</strong> project area. The project cost is about Rs. 9260.19 lakhsPrima-facie, <strong>the</strong> project appeared to be simple <strong>for</strong> augmenting <strong>the</strong> water availabilityin <strong>the</strong> existing Kolar reservoir as <strong>the</strong> current availability is found to be inadequate to meet<strong>the</strong> irrigation water requirement <strong>of</strong> <strong>the</strong> command area. However, during <strong>the</strong> detailedpresentation <strong>the</strong> requirement <strong>of</strong> three diversion structures was revealed, involvingconstruction <strong>of</strong> 18 m high diversion dam <strong>for</strong> sip diversion and not a weir. The need <strong>for</strong>