Page 7 - AKIN COMPANY PROFILE
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ODEMIS POTABLE WATER TREATMENT PLANT
                                                          Type Of Contract:    Design  Build  Contract  with  1  year
                                                                               operation supervision
                                                          Position Hold:       Project Coordinator
                                                          Process Units:       Balancing    Chamber,    Cascade
                                                          Aeration,  Rapid  Mixing  &  Flocculation,  Clarifiers,  Filters,
                                                          Chlorine Contact Tank, Treated Water Tank, Plant By Pass,
                                                          Chemical  Building,  Chlorine  Building,  Sludge  Dewatering
                                                          Facilities


                               PARAMETERS                           STAGE 1                    STAGE 2
                               Average Flow                      18.612 m3/day              24.581 m3/day
                               Max Flow                          22.400 m3/day              29.497 m3/day
                               Population Served                  95.598 people             126.207 people






                                                          YESIL  CEVRE  WASTE  WATER  TREATMENT  PLANT,
                                                          SEWERAGE PIPELINE AND PUMPING STATION
                                                          Type Of Contract:    Design  Build  Contract  with  4  year
                                                          operation
                                                          Position Hold:       Project Coordinator
                                                          Process Units:       Inlet  Structure,  Coarse  &  Fine
                                                          Screens,  Grit  Removal,  Homogenization  Basin,  Primary
                                                          Sedimentation   Basin,   Aeration   Tank,   Secondary
                                                          Sedimentation  Basin,  Return  Sludge  Pumping  Station,
                                                          Sludge  Thickening,  Sludge  Dewatering,  Administrative
                                                          Building,   Warehouse-Garage,   Transformer    Station,
                                                          Wastewater Pipeline, Wastewater Pumping Station
                               PARAMETERS                            INLET
                               Average Flow                      52.500 m3/day
                               Max Flow                            4.292 m3/h
                               Design Flow                         2.188 m3/h
                               BOD                                12.600 kg/day
                               COD                                40.900 kg/day
                               TOTAL N                            2.250 kg/day
                               TOTAL P                             300 kg/day
                               TSS                                13.300 kg/day
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