COMPREHENSIVE DEVELOPMENT PLAN - Puri District

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Comprehensive Development Plan – PKDA 2031The technical details of the given proposal are as following:Entire town is divided in to 11 water distribution zones. 8 zones will be served form surfacewater source and 3 zones will be served from ground water source.Distribution network is proposed with Cast Iron pipe (LA Class) for 100 mm diameter andDuctile Iron Pipe (K-9) pipes for 150mm and above sized diameter.Total distribution network length analyzed is about 162 Km.Existing distribution network length utilized after hydraulic analysis is 51 Km.Net length proposed for the distribution network is about 111 Km.Diameter for distribution network varies from 100 mm dia to 400mm dia.Water supply to Sri Jagannath Temple will have dedicated distribution mains from ESR nearJagannath Vallabha Math, Parking Place area.The total cost of the project is based on the Schedule of rate, Govt. of Odisha, Fair MarketRate and TCE‟s Cost data bank for similar projects in resent past.Use of 100 mm dia cast iron pipe over ductile iron pipes saves about Rs. 1. 38 Crores as castiron pipes are locally available i.e. from Kalinga Works in Odisha.CEPT, Ahmedabad 187
Comprehensive Development Plan – PKDA 20318.2 Sewerage System8.2.1 Existing System of Sewerage in Puri MunicipalityThe entire region of the PKDA does not have a fully functioning and organized public seweragesystem. Storm water drains carry both rain water as well as waste water in many parts of the town.Poor hygienic practices such as open defecation along the drains further aggravate the situation. Thereis also a need for increased number of public toilets for the huge floating population. Currently,sanitation facilities for the public are limited to around 180 seats in the bus stand and main areas oftourist attraction. This is minimal considering the demands of the tourist and floating population. Thisresults in open defecation and related environmental degradation. This section thus gives a picture ofthe existing sewerage and drainage system highlighting the deficits and areas needing improvement.8.2.1.1 Waste water generationTo some extent Puri has some drainage system where the drain finally merges into the sea. Generalelevation of Puri is approximately 6m above mean sea level and the overall topography is more orless flat with a mild gradient from North West to south east.Fig 8.12 Open waste water disposal at Marine driveTo the south of the Grand Road (towards the beach)the storm water drains towards the Bankimuhin River,carrying all the sewage from here to the River andfinally to the sea. Sewage from the Chakratirthaarea is also carried to Bankimuhan through openchannels to the north of Grand road. It is also carriedto Bankimuhan through open channels. To the north ofthe Grand Road the drainage network slopestowards the Musa River. Subsidiary drains carrystorm water from the catchment area to the maindrain. The area around the Markandeshwar tankdrains first into the Mitiani Jheel, which is aeutrophied water body and finally into the Musa River. The Narendra Tank area also drains into theMusa River. The Musa River is dry as its mouth is blocked off by the shifting sands of the seashore; it isnow a stagnant and eutrophied water body.The network is presently maintained by Puri municipality. The total length of storm water drain isapproximately 70.965 km. The drains are mostly of brick/laterite masonry structure. Some drains arelined cast concrete construction. During the year of 2001-2002 an amount of Rs 25.89 lakhs had beenspent under Flood Damaged Restoration worked for de-sludging of Pond No-III, repair of embankmentof Pond No-III, replacement of M.S screens etc, with provision for installation of 2 no. 2m x 2m size M.Ssluice gate followed by trapezoidal masonry escape channel to allow quick release of storm watergenerated at Bankimuhan waste water plant during heavy rains.Fig 8.13: Waste water flowing through open channel at Puri townCEPT, Ahmedabad 188
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COMPREHENSIVE DEVELOPMENT PLAN - Puri District

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