Groundwater pollution is considered a major concern in today’s world. Most industries in Pakistan produce untreated wastewater, extracting from and contaminating a nearby water source and the soil. This study was conducted in the Nithar Ke area of Chiniot District to assess the impact of the flow of wastewater over the area on groundwater quality. It aimed to: (1) investigate the conditions of industrial wastewater; (2) study the spatial variability of different parameters in groundwater using a GIS map; and (3) check the appropriateness of groundwater for drinking purposes using the water quality index (WQI). Physical and chemical characteristics, including pH, electrical conductivity, total dissolved solids, TSS, CO3, HCO3, chlorides, alkalinity, total hardness, Ca, Mg, arsenic, copper, chromium, nickel, iron, manganese, and sulfate, were tested using groundwater samples, and variance in groundwater was analyzed using a GIS (geographic information system). The water quality index (WQI) was developed for the Nithar Ke area to determine the appropriateness of the groundwater for drinking purposes. WQI values were determined within the range of 41 to 89.5, which showed a poor to good water quality. It was discovered that parameters such as BOD, COD, iron, and TDS had average concentrations of 192 mg/L, 264 mg/L, 2.62 mg/L, and 6039 mg/L, respectively, in the polluted water, which exceeded the permissible limit. Iron and manganese were the most common contaminants found in that area. The biplot and correlation circle showed that iron and turbidity had a positive relationship. Further study on soil stratification and soil characteristics is recommended in this area for a detailed analysis of the causes of metal contamination.

In developing nations like Pakistan, the dumping of untreated industrial effluents into drains is a major source of subsurface pollution. This research was carried out at the area of Chokera, Faisalabad and focused on the Paharrang drain to examine its impact on groundwater quality since companies in the area discharge untreated sewage into the drain at various points along its length. It was primarily concerned with determining the impact of the outflow on groundwater quality and observing discharge rate fluctuations. The goal of this study was to assess the toxicity of the drain’s effluent and treatment plant on groundwater quality. Physio-chemical parameters such as pH, EC, TDS, TSS, DO, Carbonates, Bicarbonates, Cl, Arsenic, Lead, Chromium, Copper, Cadmium, and Zinc were measured in the collected samples. The findings of these samples were compared to WHO recommendations. The values of these data were represented using ArcView GIS v10.2 and a mapping of quality parameters. None of the values in the wastewater samples were determined to be within the WHO acceptable limit. Similarly, groundwater investigation revealed that all samples were unsuitable for human consumption. Drinking groundwater directly might be hazardous to one’s health.

Rapid population growth and high rate of urbanization make municipal solid waste management a challenging task for municipalities. Lack of sufficient infrastructural facilities worsen this challenging situation. To curb this, transfer stations, which are facilities located close to residential areas and are used to receive and hold waste temporarily until it is transported to distant landfills. It reduces waste transportation cost and provide a place for waste segregation. In Lahore open transfer station is built near river Ravi and residential areas which is creating air and land pollution. This study is carryout to select the suitable location for waste transfer station in Lahore that meets the USEPA criteria. Buffer command of Arc GIS is used for site selection. Best suitable sites selected for Lahore in this analysis are UC Sultanki and UC Chandrai where more buffers are joint during buffer analysis. Furthermore, cost estimation for the construction and operation of both waste transfer stations are done.

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