Loading...
Ahmedabad-382470, Gujarat, India.
+91-9324201933
ETP (EFFLUENT TREATMENT PLANT) / STP (SEWAGE TREATMENT PLANT)
EFFLUENT TREATMENT PLANT EFFLUENT TREATMENT PLANT

Inadequate water supplies and water quality deterioration represent serious contemporary concerns for many municipalities, industries, agriculture, and the environment in various parts of the world. Several factors have contributed to these problems such as continued population growth in urban areas, contamination of surface water and groundwater, uneven distribution of water resources, and frequent droughts caused by extreme global weather patterns. Thus, water reuse has been dubbed as the greatest challenge of the 21st century as water supplies remain finite and water demands increase because of escalating populations and per capita consumption. Water reuse accomplishes two fundamental functions: (1) the treated wastewater is used as a water resource for beneficial purposes, and (2) the wastewater is kept out of streams, lakes, and beaches; thus, reducing pollution of surface water.

Effluent is a liquid waste which generated from various processes of industry and may alter the physical, chemical & biological properties of water. Effluent treatment plant is a facility to treat the effluent as per discharging norms of regulatory authority. In their effort to conform to discharge norms, Industries employ various forms of primary, secondary and tertiary treatment. The typical treatment sequence is screening or equalization followed by chemical, biological & filtration unit.

We Design, Supply, Erection and Commissioning Effluent Treatment Plant (ETP) on Turnkey basis for various types and natures of wastewaters, effluents which combines advanced physico-chemical treatment processes with tertiary polishing system for the removal of organic, inorganic, oil and grease, heavy metals & suspended solids.

Our methodology : We analyze the effluent samples for different effluent parameters as per nature and compositions, carry out the treatability studies by using different methods checking techno-commercial Feasibility and then designed treatment schemes, processes accordingly to suit the purpose and need. Our ETP systems are very compact, tailor made designs, portable required very less foot-print to accommodate, energy efficient. The up-gradation, modification in the existing ETP system is possible to achieve desired limiting standard laid down by the Pollution Control Board (PCB).

The Principle : The principle of operation of ETP is Physico-Chemical treatment followed by Polishing Treatments like –Sand Filtration, Activated Charcoal treatment (Adsorption), Ozonisation (Chemical Oxidation), Ultra Filtration (UF), Reverse Osmosis (RO) and evaporation (If required).

Features:
  • Purify water and remove organisms responsible for bacterial growth
  • Require less space for installation
  • Compact & Cost Efficient Design
  • Timely maintenance is enough to keep the plant high performing
Applications:

The plant is installed in Textiles, Dairy, Chemical, Pharmaceuticals, Sugar, Paper, Steel, etc. Industries, Sea Water Distillation and different waste water treatments.

A.P.C EQUIPMENTS

Air pollution is defined as the occurrence of foreign particles or gases in the atmosphere which are harmful to man, vegetation, animals and buildings. Air pollutant is any solid, liquid or gaseous substance present in the atmosphere in such a concentration that it may or become harmful to human beings, other living creatures, human assets, natural resources and environment.

For air pollutant the following technologies are offered by us:
  • Settling chambers
  • Cyclone separators
  • Fabric filters
  • Electrostatic Precipitators (ESP)
  • Scrubbers
  • Condensation

An effective air pollution control system is essential in today’s industrial landscape because of tightening compliance standards, increased enforcement, and heightened community pressure. As a responsible organization you are obligated to keep your facility in compliance with current regulations and continuously seek opportunities to reduce your environmental impact. We at Green Cleaning Solutions understand that you are faced with overwhelming options for meeting your compliance and air pollution reduction needs. We can help you sort through these options to find the solution that is right for your organization.

You need a partner with an in-depth understanding of current environmental issues and technologies and someone who has broad industry experience and extensive technical knowledge of emission control solutions. As your partner, our knowledge and experience enable us to develop a comprehensive solution to ensure you are able to meet your air emission goals.

RAIN WATER HARVESTING SYSTEM

Rainwater harvesting is a technology used to collect, and store rainwater for secondary use like washing, flushing and may be drinking after treatment. It is viable option for residential society during monsoon. It may also helpful to raise the ground water table in rural areas for irrigation purposes. The several factor influences to rain water harvesting like intensity of rain fall, time of rain fall, surface, soil strata of the area etc.

Rain water Harvesting Options
Collection of terrace water in tank & used as secondary purposes.
  • Recharge Pits
  • Recharge Well
  • Recharge Trenches
  • Abandoned or used Hand Pump/Dug well
  • Recharge basin, pit or pond
Design Considerations
  • Hydrogeology of the area including nature and extent of aquifer, soil cover, topography, depth to water level and chemical quality of ground water.
  • Area contributing run off like area available, land use pattern, industrial, residential, green belt, paved areas, roof top area etc.
  • Hydro-Meterological characters like rainfall duration, general pattern and intensity of rainfall.
Advantage
  • To reduce the runoff which chokes storm drains and to avoid flooding of roads.
  • To improve the quality of groundwater through dilution.
  • Provides self-sufficiency to your water supply and to supplement domestic water requirement during summer and drought conditions.
  • Reduces soil erosion in urban areas.
Precaution
  • First rainfall should be diverted into drain through bypass valve to prevent contamination by air pollutant & dust particle.
  • Oil & grease tap should be providing before collection of rain water in open parking and paved areas.
HRC CLEARANCE

Buildings in Greater Mumbai that are of height 70 m & above need to go through ‘High Rise Clearance’(HRC). MCGM has formed a committee to appraise high-rise buildings from ‘Structural’, ‘Architectural’ & ‘Environmental’ point of view. The environmental aspects of HRC require no. of green analyses to be undertaken. Our expertise is in providing HRC consultancy to the clients seeking HRC for their projects. This includes presenting the case before the esteemed committee and respond to their queries and compliances in the project. We have successfully completed several high-rise projects and are continuing to support many more.

Expert Team of Green Cleaning Solutions studies the environmental features of the project thoroughly and identifies potential environmental issues with the help of various green analyses and their strong experience.

Our scope of HRC – Environmental Studies includes following aspects:
  • Shadow Analysis
  • Wind Analysis
  • Microclimate & Heat island effect Study
  • Daylight Analysis
  • Disaster Management Plan
  • Traffic Analysis & Air Emission and Dispersion Modeling
  • Water & Waste Management Study
  • Ecological Aspects & Vegetation
  • Indoor Air Quality Prediction & Mitigation Plan
  • Open Space Management Plan
  • Material & Resource Use
  • Energy Modeling & Simulation Analysis
  • Environment Protection Preservation Plan
ENVIROMENTAL & CRZ CLEARANCE
A. EIA Notification

S.O. 1533, EIA Notification 2006 under sub-rule (3) of Rule 5 of the Environment (Protection) Rules, 1986 for imposing certain restrictions and prohibitions on new projects or activities, or on the expansion or modernization of existing projects or activities based on their potential environmental impacts as indicated in the Schedule to this notification, being undertaken in any part of India, unless prior environmental clearance has been accorded.

B. CRZ Notification S.O.19(E)

Coastal Regulation Zone Notification dated 6 January under sub-section (1) of section and clause (V) of subsection (2) of section 3 of the Environment (Protection) Act, 1986 for the declaration of coastal stretches as Coastal Regulation Zone and imposing restrictions on industries, operations and processes in the CRZ area like

  • The land area from High Tide Line (hereinafter referred to as the HTL) to 500mts on the landward side along the sea front.
  • CRZ shall apply to the land area between HTL to 100 mts or width of the creek whichever is less on the landward side along the tidal influenced water bodies that are connected to the sea and the distance upto which development along such tidal influenced water bodies is to be regulated shall be governed by the distance upto which the tidal effects are experienced which shall be determined based on salinity concentration of 5 parts per thousand (ppt) measured during the driest period of the year and distance upto which tidal effects are experienced shall be clearly identified and demarcated accordingly in the Coastal Zone Management Plans (hereinafter referred to as the CZMPs).
  • The land area falling between the hazard line and 500mts from HTL on the landward side, in case of seafront and between the hazard line and 100mts line in case of tidal influenced water body the word ‘hazard line’ denotes the line demarcated by Ministry of Environment and Forests (hereinafter referred to as the MoEF) through the Survey of India (hereinafter referred to as the SoI) taking into account tides, waves, sea level rise and shoreline changes.
  • Land area between HTL and Low Tide Line (hereinafter referred to as the LTL) which will be termed as the intertidal zone.
  • The water and the bed area between the LTL to the territorial water limit (12 Nm) in case of sea and the water and the bed area between LTL at the bank to the LTL on the opposite side of the bank, of tidal influenced water bodies.