Conceptual Plan
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Proposed Group Housing Project “AARNA APARTMENTS” at -Batawali, Mustakham, Kanth Road, Moradabad, UP. CONCEPTUAL PLAN PROJECT BRIEF Project: Proposed Group Housing Project“AARNA APARTMENTS “at -Batawali, Mustakham, Kanth Road, Moradabad, UP. Total plot area – 15,530.00sqm and total built-up area – 53,630sqm Project Proponent: M/s Shail Promoters and Consultants, H-3 Akash Homes, Near Mit College Ramganga, vihar phase- II, Moradabad, U.P. Authorized Person: Mahesh Chandra Agarwal The project site is residential as per Moradabad Master Plan, 2021. No changes in land use occur hence project do not anticipate any permanent or temporary change in land use of the area. The construction of 04 residential blocks (S +16thFloors and G+2thfloor) with convenient shops. Road and Parks with Green area shall be developed. SITE CONNECTIVITY Site Connectivity The project is accessible from every part of India through air, rail and road. It is directly connected with Bijnor, Meerut, Haldwani, Khasipur, Nainital and other major cities by Moradabad airport, Moradabad. Similarly city is linked to north, east, south and west through rail and road links. The site is well connected with the Bijnor-moradabad road by a kanwar path lie at distance of 30m from project site. The site is well connected with Agwanpur Railway station located at 1.43 km from the project site. The Moradabad Airport is situated at a distance of 22km from project site. The site surroundings on all four sides are as follows: East: Open land on the eastern side of the boundary. West: Kath road at 50m distance from site. The Kath road connected to Bijnor-Moradabad road. The railway line lies at distance of 305m, which is connected to Agwanpur Railway station. North: Open land on the northern side of the boundary. 33 | P a g e Proposed Group Housing Project “AARNA APARTMENTS” at -Batawali, Mustakham, Kanth Road, Moradabad, UP. South: Densely populated village Bhatawali lie at distance of 65m from the project site. Fresh Water Consumption –177 KLD from ground water through bore wells. The permission shall be obtained from CGWB. Power demand- 3.5 MVA and backup power through 400 kVA DG set. SITE Figure 1(a): 2 km Google map of the project site 34 | P a g e Proposed Group Housing Project “AARNA APARTMENTS” at -Batawali, Mustakham, Kanth Road, Moradabad, UP. SITE Figure 1(b): 10 km Google map of the project site Other Land SITE Other Land Populated Area Figure 1(c): Project location Table 1: Project Details Details Proposed details (sq m) Plot Area 15,530.00 Net Plot Area 14,318.00 35 | P a g e Proposed Group Housing Project “AARNA APARTMENTS” at -Batawali, Mustakham, Kanth Road, Moradabad, UP. Ground Coverage 3,555 (25.47%) FAR 43,488.00 (@3.03) Built Up Area 53,630 Green Area 2,150 Road Area 1,212 Population 2,640 Nos. floors S+16th floor Convenient Shops 1Nos. Parking Area 526 ECS Water Level 8.0mbgl Rain water harvesting 4nos Fresh water 177KLD Source of fresh water Ground water Waste water 191 KLD STP 230 KLD DG Set (Backup only) 400 kVA Power demand 3.5 MVA Power Supply UP Power Corporation Ltd Annual rainfall 955 mm/annum Table 2(a): Ground Coverage Details Tower Ground Coverage Area Floor Details Block A 1220.00 Stilt + 16th floor Block B 945.00 Stilt + 16th floor Block C 1140.00 Stilt + 16th floor Block D 250.00 G+2th floor Total 3555 sqm Table 2(b): Population Details S. No. Description No. of persons 1 Residential 2640 2 Floating population 10% 264 3 Staff population 5% 132 Total population 3036 Green belt/landscaping in an area of about 2150.00 sqm will be developed inside and periphery of the project site as per the norms of CPCB. 36 | P a g e Proposed Group Housing Project “AARNA APARTMENTS” at -Batawali, Mustakham, Kanth Road, Moradabad, UP. List of species proposed for green belt developments areScholar Tree, Kaner, Gulmohar, Neem, Ashoka, Jacaranda, Kadamba, Chitwan, Champa, Chameli etc. Electricity will be availed from Uttar Pradesh Power Corporation Limited, Total Electric load for theproposed project is 3.5MVA and 400 kVA capacity of DG Set will be used as backup power. WATER CALCULATION During construction phase the total water requirement would be about 20 - 30KL/ day for construction of building and other utilities. 37 | P a g e Proposed Group Housing Project “AARNA APARTMENTS” at -Batawali, Mustakham, Kanth Road, Moradabad, UP. Table 3: Quantification of Fresh Water and waste water Rate of water Fresh Total water demand Description Population Demand water Flushing Water (KLD) (lpcd) (KLD) (KLD) Fresh Water @ 65 LPCD Residential 2640 171.6 55.44 227.04 Flushing Water @ 21 LPCD Fresh Water @ 5 Visitors LPCD Flushing 264 1.32 2.64 3.96 (~10%) Water @ 10 LPCD Fresh Water @ 30 LPCD Staff 132 3.96 1.98 5.94 Flushing Water @ 15 LPCD Green Area 2 l/sqm 4.3 4.3 (2150 sqm) DG Set 0.9 l/KVA/Hr 2.0 2.0 Cooling (@ 8 hrs) 176.88~ Total Water 66.36 ~ 67 243.20 ~ 244 177 During operation phase water requirement will be met through Ground water supply. Fresh water demand is 177 KLD and Recycled water quantity is 172KLD. Quantity of wastewater (191 KLD) likely to be generated from the proposed project will be treated through sewage treatment plant (230KLD) and the treated water will be used for green belt development (4.3KLD), toilet flushing (67KLD), DG set cooling (2.0KLd) etc.The rest treated water (105KLD) will be terminated into municipal sewer line. 38 | P a g e Proposed Group Housing Project “AARNA APARTMENTS” at -Batawali, Mustakham, Kanth Road, Moradabad, UP. Figure 2: Water Balance of proposed project 39 | P a g e SEWAGE TREATMENT TECHNOLOGY It is proposed to install a MBBR Technology Sewage Treatment Plant cap. 230 KLD in the complex which will receive raw sewage from domestic consumption points and the recycled water is proposed to be used for horticulture, flushing & AC/DG cooling tower make-up purposes. The proposed MBBR based STP will be based on moving bed technology with fixed film media made of small plastic materials that are freely moving and non-clogging type. This will help in reduction of reactor volumes and retention times thereby leading to space optimization. The basic advantage will be continuous operating non-clogging bio film reactor which does not require back-washing, has low head loss and provides high specific bio film surface area. This will be achieved by having the biomass grow on small carrier elements that move along with the water in the reactor. The movement within the reactor shall be generated by aeration in the aerobic reactor. The bio-film carriers shall be made of special grade plastic having density close to that of water. Apart from a compact plant, the proposed technology will employ fixed film principle of the attached growth process which is expected to make the plant more user- friendly as it does not require sludge recycle. The absence of sludge recycle shall free the operator from the enormous task of measurement and monitoring MLSS levels in the tank and adjusting recycle ratios continuously, due to fluctuating inlet COD loads. In addition, due to fixed film, these plants can accept shock loads much better than those employed for suspended growth process. Lastly, this technology will also ensure much smaller quantity of sludge which will not require any further treatment. Fig. 3: Schematic of Sewage Treatment Plant 40 | P a g e Table 4: Characteristics of Sewage Parameter Raw Treated Sewage Treated Sewage Sewage (After Secondary (After Tertiary (Influent) Treatment) Treatment) pH 6.0 – 8.5 6.5- 8.5 7 - 8 0 BOD3 at 27 C (mg/l) 250 - 350 < 30 <10 COD (mg/l) 500 - 700 < 100 < 50 Suspended solids (mg/l) 250 - 450 < 100 <10 Oil and Grease (mg/l) 50 < 10 < 10 RAIN WATER HARVESTING The storm water disposal system for the premises shall be self-sufficient to avoid any collection/stagnation and flooding of water. The amount of storm water run-off depends upon many factors such as intensity and duration of precipitation, characteristics of the tributary area and the time required for such flow to reach the drains. All building roof water will be brought down through rain water pipes. The drains shall be located near the carriage way along either side of the roads. Taking the advantage of road camber, the rainfall run off from roads shall flow towards the drains. Storm water from various areas will be connected to adjacent drain by a pipe through catch basins andrecharge pits at regular intervals for rain water harvesting. Rain water harvesting has been catered to and designed as per the guideline of CGWA. Peak hourly rainfall has been considered as 30 mm/hr. The recharge pit of 3m diameter and 2.5 m effective depth is constructed for recharging the water. The ground water level in the area is 8.0 meters bgl. At the bottom of the recharge pit, a filter media is provided to avoid choking of the recharge bore. Design specifications of the rain water harvesting plan are as follows: . Catchments/roofs would be accessible for regular cleaning. The roof will have smooth, hard and dense surface which is less likely to be damaged allowing release of material into the water. Roof painting has been avoided since most paints contain toxic substances and may peel off. No sewage or wastewater would be admitted into the system. No wastewater from areas likely to have oil, grease, or other pollutants has been connected to the system.