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Proposed Development of Sector-37 at Karnal Haryana by HSIIDC Karnal Haryana Conceptual Plan

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Proposed Development of Sector-37 at Karnal Haryana by HSIIDC Karnal Haryana Conceptual Plan Proposed development of Sector-37 At Karnal Haryana By HSIIDC Karnal Haryana Conceptual Plan INTRODUCTION The Proposed development of Sector-37 Karnal Haryana by HSIIDC Karnal Haryana is being developed. Haryana State Industrial and Infrastructure Development Corporation, formerly Haryana State Industrial Development Corporation, headquarter at Panchkula, is a 100% state 7T 4T7T owned agency of the Government of Haryana in the Indian state of Haryana founded on 8 March 1967.4T Registered office of HSIIDC Karnal is at Sector-3, Industrial Estate, Near Namaste Chowk Karnal Haryana. The management of the authority has decided to propose Development of Sector-37. The HSIIDC has already acquired the land measuring 207.07 Acres at Sector-37 Karnal Haryana to develop Industrial Plots, R&R Plots, and Commercial Area Plots at the proposed site. SITE LOCATION AND SURROUNDINGS The proposed project site is located at Sector-37 karnal Haryana.The Coordinates of the project site are: 1. 29°38'38.03"N and 76°58'58.78"E 2. 29°39'39.56"N and 76°59'19.72"E 3. 29°39'37.87"N and 76°59'33.95"E 4. 29°38'31.98"N and 76°59'20.28"E The nearest highway is NH-1 which is adjacent to the project site in West direction. The nearest railway station is Karnal Railway Station at a distance of approx. 4.1 Km. in North-North-West direction from the proposed project site. The nearest airport is Karnal Airport at a distance of approx. 7.15 km in North-North-East direction from the project site. Prepared by: Vardan EnviroNet, Gurugram 47 Proposed development of Sector-37 At Karnal Haryana By HSIIDC Karnal Haryana Conceptual Plan FigureU -1: Google image showing the project site Prepared by: Vardan EnviroNet, Gurugram 48 Proposed development of Sector-37 At Karnal Haryana By HSIIDC Karnal Haryana Conceptual Plan TABLE 1: CONNECTIVITY S. No. Detail Distance Direction 1. Nearest Highway (NH-1) 0 Km W 2. Karnal Railway Station 4.1 Km NNW 3. Karnal Airport 7.15 Km NNE PROJECT LAYOUT AND ENVIRONMENTAL CONTEXT 2 Total notified land area for this is estimated 8, 37,975 mP P (207.07 Acres), out of which 2 2 8, 09,971 mP P (71.85 Acres) for Industrial, Institutional and Commercial landuse and 28,003 mP P (6.92 Acres) area to be Planned later. The detailed Area Statement is provided below in Table 2. SALIENTU FEATURES OF PROJECT: TU able 2: Area Statement 2 S. No. Particulars Area/details ( mP )P Proposed Development of Sector-37 Karnal, 1. Project Name Haryana by HSIIDC Karnal Haryana Industrial, Commercial, Industrial Educational 2. Activity in the complex and Public Utility. 2 Total Notified Scheme Land 8,37,975 mP P (207.7 Acres or 83.79 Ha) 2 3. Industrial Landuse: 8,09,971 mP P (200.15 Acres 2 To be Planned Later: 28,003.99 mP P (6.92 Acres) 2 4. Industrial Landuse Total Area 8,09,971 mP 2 i. Industrial Plotted Area 290764.017 mP 2 ii. Flatted factories 48278.56 mP 2 iii. R & R Policy 30593.95 mP 2 iv. Petrol Pump 2225.75 mP 2 v. Staff Quarter 9793.30 mP 2 vi. Commercial Use 29177.57 mP 2 vii. Institutional Use 20436.44 mP 2 viii. Hotel sites 16470.55 mP 2 ix. Disposal works and solid waste 39254.15 mP disposal 2 x. Multi Speciality Hospital 14366.21 mP 2 xi. Public Utilities 9348.15 mP Prepared by: Vardan EnviroNet, Gurugram 49 Proposed development of Sector-37 At Karnal Haryana By HSIIDC Karnal Haryana Conceptual Plan 2 xii. Electric Sub Station 12140.46 mP 2 Open Spaces ,Roads, Green Belt 287121.87 mP xiii. etc. Total Water Requirement: 4234 KLD Fresh Water Requirement: 2102 KLD 5. Water requirement & Sources Treated Water Requirement: 2377 KLD Source: Ground Water (4 nos. of Deep Tube well) CETP Capacity : 5 MLD 6. Sewage Treatment & Disposal (For Sector-3 & 37 Combined) 7. Estimated Population 14204 persons The project site is connected to NH-1 shall 8. Connectivity provide access to other parts of the city. 70.95 acres(Including open space ,roads and 9. Proposed Green Area Green area) 10. Total Project Cost 116.30 Crore POPULATION DENSITY The Total population of the project will be 14204 persons. The detailed population breakup is showing as given below in the Table 3. TableU -3: Population Break up S.No. Types Area Population Basis Population Working Floating Total 1 Industrial Plots 83.78 100 person/acre 2513 5864.6 8378 2 7.21 1 person per 20 m2 area 1459 200 1659 Area Under (29177.79 for working population Commercial sqm) and 200 person Floating population 3 20.45 1 person per 40 m2 area 2069 200 2269 (82758.08 for working population Area Under Services sqm) and 200 person Floating population 4 Area under R&R Plots 7.56 100 persons/acre 756 75 831 5 Area Under disposal 9.7 100 persons/acre 970 97 1067 works and Solid Waste Disposal Total 7767 6436.6 14204 Prepared by: Vardan EnviroNet, Gurugram 50 Proposed development of Sector-37 At Karnal Haryana By HSIIDC Karnal Haryana Conceptual Plan WATER REQUIREMENT 4 Nos. of Deep tube well will be proposed to meet the Water Demand. Total water requirement for the project will be approximately 4234 KLD, out of which 2102 KLD is fresh water requirement and 2132 KLD is recycled/treated water requirement. The daily water requirement calculation is given below in Table 4. TableU -4: Calculations for Daily Water Demand S.No Types Area(Acres) Rate of Total Fresh Water Recycled Water Waste Water Water Water Demand Demand Generation Quantity % Quantity % (KLD/acres) (KLD) 1 Industrial Plots 83.78 25 2094.50 1466.15 70.00 628.35 30% 1570.875 2 Area Under 7.21 25 180.25 126.18 70.00 54.075 30% 135.1875 Commercial 3 Area Under 20.45 25 511.25 357.88 70.00 153.375 30% 383.4375 Services(Including Institutional area, Staff quarter, Hotel Sites 4 Area under R&R 7.56 25 189.00 132.30 70.00 56.7 30% 141.75 Plots 5 Area Under 9.7 20 194.00 19.40 10.00 174.6 90% 145.5 disposal works and Solid Waste Disposal 6 Horticulture 70.95 15 1064.25 1064.25 Total 4233.25 2101.9 2131.35 2376.75 or say 2102 2132 or say 2377 4234 Prepared by: Vardan EnviroNet, Gurugram 51 Proposed development of Sector-37 At Karnal Haryana By HSIIDC Karnal Haryana Conceptual Plan Total Water Requirement (4234 KLD) Fresh Water Recycled/Treated Water Requirement (2132 KLD) (2102 KLD) Landscaping and Wastewater Flushing generated (2377 KLD) CETP 5 MLD (Combined for Sector-3 & Sector-37) @90% Recycled/Treated water (2139 KLD) Prepared by: Vardan EnviroNet, Gurugram 52 Proposed development of Sector-37 At Karnal Haryana By HSIIDC Karnal Haryana Conceptual Plan FigureU -2: Water Balance Diagram Hence, total fresh water requirement of the project will be as follows; Total Fresh Water Requirement : 2102 KLD Total Recycled Water Requirement: 2132 KLD Total Waste Water Generation : 2377 KLD WastewaterU Generation & Treatment: The wastewater will be treated in proposed Common Effluent Treatment Plant of 5 MLD within the project premises. Recycled water will be obtained from proposed Common Effluent Treatment Plant which will be used for flushing and horticulture. Table-4: Calculation of Wastewater Generation S.No Types Area(Acres) Rate of Total Fresh Water Recycled Water Waste Water Water Water Demand Demand Generation Quantity % Quantity % (KLD/acres) (KLD) 1 Industrial Plots 83.78 25 2094.50 1466.15 70% 628.35 30% 1570.875 2 Area Under 7.21 25 180.25 126.18 70% 54.075 30% 135.1875 Commercial 3 Area Under 20.45 25 511.25 357.88 70% 153.375 30% 383.4375 Services(Including Institutional area, Staff quarter, Hotel Sites 4 Area under R&R 7.56 25 189.00 132.30 70% 56.7 30% 141.75 Plots 5 Area Under 9.7 20 194.00 19.40 10% 174.6 90% 145.5 disposal works and Solid Waste Disposal 6 Area Under roads 70.95 15 1064.25 1064.25 ,open spaces and green belt Total 4233.25 2101.9 2131.35 2376.75 or say 2102 2132 or say 2377 4234 Prepared by: Vardan EnviroNet, Gurugram 53 Proposed development of Sector-37 At Karnal Haryana By HSIIDC Karnal Haryana Conceptual Plan COMMON EFFLUENT TREATMENT PLANT To treat the Industrial effluent a common effluent treatment plant is proposed to be constructed on the acquired piece of land for this purpose. Therefore construction of CETP of 5 MLD is proposed under this project. Treatment Units The common effluent treatment plant would have following treatment units. Screen chamber Oil cum grease removal traps Grit removal system Pump House Equalization tank Chemical House-chemicals store, solution tanks and dosing pumps Flash mixing tanks Flocculation tanks Primary clarifier Aeration tank Return activated sludge pump house Sludge handling system-Filter press Dual media press filter Wet sludge pit and pump house Dry Sludge tore TREATMENT PROCESSES The combined effluent form contributing units shall be conveyed under gravity flow through sewer lines approaching to CETP area. Effluents will pass through bar screens for removal of pieces and other floating matter. The effluents shall enter into well and pumped into elevated receiving chamber followed by oil/grease removal trap. Equalization tank of sufficient capacity is provided to dampen the variations in terms of volume and strength and to achieve a consistent effluent quality in downstream processes.
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