Njelianparamba, a solid waste dumping site of Kozhikode Corporation is situated in Cheruvannur Nallalam area, Kerala, India. An average of 200 tonnes of waste per day is dumped in 18 hectares. The area is located between latitude of 11˚13'30''N to 11˚11'N and longitude of 75˚48'E to 75˚50'30''E. The site is one of the primary industrial areas of the Kozhikode district. A number of small, medium and large industrial units on clay, agro-forestry, chemical and metals are located in and around the site. The height of the dump is about 3 to 4 m above ground level and average of 60 - 80 tonnes of organic waste (vegetable, meat and fish waste) from markets and households are deposited in to the dump daily. The landfill originally accepted only non-hazardous solid wastes but now receives both degradable and non-degradable waste including hazardous waste. Organic solid wastes are treated at the waste treatment plant at Njelianparamba. However, there is no leachate treatment facility in the dump yard. The leachate from the plant and trench yard is collected in a pond on the north east side of the site.

The study area is characterised by a humid tropical climate with high rainfall. The climate is divided in to four seasons―summer, south west tropical monsoon period (SW), north east tropical monsoon period (NE) and winter. The SW and NE monsoons are responsible for 82.77% of the total rainfall in the area. June to November is the rainy season in the study area (monsoon season) during which time about 70% of the rainfall is contributed by the SW monsoon. The average annual rainfall recorded in the area during the study period is 2777 mm [16] . The mean maximum temperature is 31.67˚C and the minimum is 22.97˚C. The relative humidity ranges from 74% to 92% during morning hours and 64 to 89% in evening hours. Physiographically the area lies in the middle portions of the Kozhikode district with an elevation ranging from 15 to 50 m above the mean sea level. Figure 1 shows the location map of the study area.

The geological formations of Njelianparamba primarily consist of porous laterite and forms potential phreatic-

aquifers; it comes under the midland terrain of Kozhikode district [17] . Lateritic soil is derived from laterite under a tropical climate with alternating wet and dry conditions. The soil is reddish in colour, moderately permeable with an infiltration rate that enables absorption of most of the rain. The pH of the soil ranges from 5.5 to 6.5 and the texture is sandy loam. Groundwater occurs under phreatic conditions in weathered crystalline rocks and under confined to semi-confined conditions in deeper crystalline formations. Dug wells are the principle water supply for drinking and other purposes in the study area. The average groundwater level during the pre-monsoon period is 2 to 16 mbgl (metres below ground level), whereas the water table level in post-monsoon is 0.38 to 9 mbgl. The effects of leachate percolation are observed in many nearby dug wells in the form of a brown oily appearance and unpleasant foul smell.

A GARMIN GPS was used to record the latitude and longitude of sampling points which were imported into the GIS platform. The DRASTIC model is based on seven parameters, corresponding to seven layers to be used as input parameters for modelling. The DRASTIC model is considered for seven hydrogeological parameters which are Depth to water, net Recharge, Aquifer media, Soil media, Topography, Impact of vadose zone media, and hydraulic Conductivity of the aquifer [18] . The parameters would be weighted and rated according to their relative susceptibility to the pollutant according to their relative contribution to the potential contamination [10] . DRASTIC assigns the weights and ratings would be given to each of the seven parameters, each is classified in to classes on the scale of 1-10, in which 1 denotes least vulnerable while 10 is for the most vulnerable areas. This rating would be further scaled into weights based on the importance of the parameter in determining aquifer characteristics, these scaled on 1-5 where, 1 is least significant and 5 is most significant. The DRASTIC vulnerability index can be calculated by linear addition of the weights and rating. The equation for calculating the DI is

where D the is depth to water table, R the net recharge, A the aquifer media, S the soil media, T the topography, I the impact of vadose zone, C the hydraulic conductivity, r is the rating value assigned to units of parameters and w is the weight assigned to each parameter.

The DRASTIC model was used to prepare a vulnerability map for the study area using ArcMap 10.1. Groundwater vulnerability map identifies the region, most potent to groundwater contamination on the basis of hydrogeologic and anthropogenic factors. The map was developed by using Geographic Information System to combine the seven data layers. It is determined by using the weighted sum overlay method under the spatial analyst tool in the ArcMap tool box. The seven hydrogeological raster inputs were compiled in the weighted sum overlay method specifying the weight for each input, which is then processed into the final vulnerability map. The flow chart of methodology for GW vulnerability analysis is given in Figure 2.

Sampling and analysis of the groundwater samples were conducted according to the Standard Methods for Examination of Water and Wastewater [19] . A random sampling method was used followed to study the impact of solid waste leachate on groundwater quality. A total of 29 sampling sites were randomly chosen with a buffer zone of 1 Km radius from the landfill site. Out of these sites, 20 groundwater samples were collected within the buffer zone and 9 samples from outside of the zone. To validate the vulnerability map, a total of 29 groundwater samples were collected and analysed for total dissolved solids and E. coli. Pre-cleaned polyethylene bottle of 1 lire capacity were used for the analysis of total dissolved solids and sterilized bottle for bacteriological analysis. The total dissolved solids was analysed by gravimetric method and the bacteriological analysis was done by the Multiple Tube Dilution technique.

About 57 soil samples were collected, out of which, 49 samples were collected within the buffer zone and 8 samples from outside the buffer zone. These samples were analysed for texture analysis using hydrometer method to determine the soil media map [20] . All the chemicals used in this study were of analytical reagent grade. To ensure standard quality control/quality assurance procedures, replicates were analyzed for each sample.

The depth to water determines the depth of material through which a contaminant must travel before reaching the aquifer, and it may help to determine the amount of time during which contact with the surrounding media is maintained. The deeper water table levels imply lesser chance for contamination to occur. A total number of 29 wells locations were selected from the study area to calculate the average depth to water table. Depth of groundwater ranged from 5 - 15 m. The depth to water table map was then classified into ranges defined by the DRASTIC model and assigned rates ranging from 1 (minimum impact on vulnerability) to 10 (maximum impact on the vulnerability) are shown in Figure 3.

Net recharge is the amount of water which penetrates the ground surface and reaches the water table, recharge water represents the medium for transporting pollutants. Recharge water is thus available to transport a contaminant vertically to the water table and horizontally within the aquifer. Rainfall is an important factor which transports surface pollutants and landfill leachate by infiltration. Recharge data were not available for the study area. Therefore, net recharge was calculated by a combination of ratings for slope, soil permeability and rainfall following the method given by [21] .

The range, rating and index of net recharge are given in Figure 4. The slope (%) in the study area was derived from the NASA SRTM (Shuttle Radar Topographic Mission) data that provides the digital elevation model (DEM) obtained from the USGS ftp site. The soil permeability map was generated from soil texture data. The CWRDM rainfall stations maintained by the meteorological observatory were used to measure the rain fall (3200 mm) in the study area. The net recharge map was generated by superimposing the net recharge parameters, according to the values given in Table 1.

Aquifer media refers to consolidated or unconsolidated rock which serves as an aquifer. It is the saturated zone material, which controls the pollutant attenuation processes which determine the flow rates and types of contamination. The sand and gravel are the basic rock formation in the study area. The assigned rating for aquifer media is found to be 8. The range, rating and index of aquifer media given in Figure 5.

Soil media refers to the weathered portion of the earth surface characterised by considerable biological activity. Soil acts as a transport media for contaminants to travel vertically into the groundwater because of its ability to infiltrate impurities through rainfall recharge. Soil pollution potential is mostly affected by the soil types. Soil types were analysed and identified from different sampling stations using soil texture analysis. Based on soil texture, the soil map was classified into three classes―sandy loam, loam and clay loam with ratings 6, 5 and 3 (Figure 4). The rating value of 6 was covering the greatest area of the study area. This result was then compiled in to a soil media map using the USEPA DRASIC system. The range, rating and index of soil media of the study area are shown in Figure 6.

Topography refers to the slope of the land surface. It indicates that plain surfaces will let the runoff water to remain on the surface and allow contaminant percolation to the saturated zone and also indicates that steeper slopes can be a sign of higher groundwater velocity. Slope classes with their range, rating and index of the study area are shown in Figure 7. A digital elevation model (DEM) was used to extract the slope of the study area.

The vadose zone is mainly the unsaturated above the water table which controls the passage and filters the contaminants into the saturated zone. The vadose zone in the study area is mainly composed of sand and gravel. It is rated as 8 according to the USEPA-DRASTIC method. The vadose zone range, rating and index are shown in Figure 8.

Hydraulic conductivity is the ability of an aquifer to transport water and control the groundwater flow rate under a constant hydraulic gradient. It determines the rate of flow of contaminant material through groundwater, as it is controlled by the amount and void spaces, porosity, fracturing etc. A low conductivity means high resistance against contamination and high conductivity indicates high vulnerability while transportation [22] . Hydraulic conductivity value was obtained from the soil permeability class based on the United State Department of Agriculture [23] as shown in Table 2. The texture analysis data from the soil media layer was used to determine soil permeability for the study area. The indigenous value for hydraulic conductivity was found to be within the range of 1 - 100 gpd/ft² with a rating of 1 [10] . The range, rating and index for hydraulic conductivity of the study area are shown in Figure 9.

To create the vulnerability map, all the seven parameter index map layers were overlaid using the Geoprocessing tool, weighted sum overlay falling under the Spatial Analyst extension in the Arc toolbox. This method overlay the resultant map layers, multiplying each by their given weight with their corresponding rate (as per the USEPA), summing them together to get the index. The study area was divided into three vulnerability classes ranging between a minimum value of 120 and a maximum value of 243. These classes are moderate vulnerable, high vulnerable and very high vulnerable as shown in the vulnerability zone map in Figure 10. The vulnerability classes were categorized according to the USEPA DRASTIC Index and vulnerability class [10] , as given in the Table 3.

According to vulnerability map of the study area, the eastern and south eastern portion of Njelianparamba dump site was very highly vulnerable to groundwater contamination. This is probably due to the lower slope terrains towards the eastern part that is mostly covered with loam and sandy loam which allows enhanced percolation of contaminants into the groundwater. About 75% of the study area falls under high vulnerability class including the areas close to Njelianparamba dump site.

A total of 29 groundwater samples were collected from different vulnerability zones of the study area. A buffer zone of 1 km from the Njelianparamba dumping site was considered to assess the correlation between distance and the selected contamination detection factors. For validation of the vulnerability index map, a chemical and bacteriological parameter was considered to justify with the USEPA DRASTIC vulnerability index. The samples were analyzed for the estimation of total dissolved solids and E. coli as per the standard procedure [19] and the results were produced in the form of maps as shown in Figure 11 and Figure 12. These maps along with the buffer zone were then correlated with the vulnerability map to interpret the problematic areas.

In the case of validation using total dissolved solids, a total of 20 groundwater samples were found to be within the buffer zone and 9 samples laid outside the buffer zone. The dissolved solids concentration in samples that laid inside the buffer zone, were detected between a range of 500 - 1200 mg/l which is above the permissible limit as prescribed by Bureau of Indian Standards [24] . This indicates that leachate percolation is maximum at 1 km distance from the dumping site. The samples collected from outer portion of buffer zone were within the permissible limit of 500 mg/l except the sample 21, which falls under very high vulnerable zone. The samples collected at greater distances from the dumping site had lower concentration of dissolved solids.

The E. coli bacteria were found to be present in samples in vicinity to the dumping site particularly within the buffer zone of 1 km. Most of the samples within the buffer zone had the presence of E. coli. This validates that the area surrounding the dumpsite is contaminated in correlation to the highly vulnerable area present in the vulnerability map. But an exception of 3 samples (26, 13 and 14) within the buffer zone did not have the presence of E. coli bacteria which can be due to the presence of residual chlorine detected in these samples; indicating the presence of regular chlorination of the wells. The samples outside the buffer zone were free from Ecoli except sample 21and 19 lying towards the eastern portion of the study area. Both of these samples fall under the very high vulnerable class in the vulnerability map which explains the presence of bacteria.