Description of the Facilities. For the purposes of this Agreement, the description of the Facilities is set out in the following document(s):
Description of the Facilities. Subject to the terms hereof, the facilities covered by this Agreement are more particularly identified in Schedule 1.3(A) (the facilities, the personalty, fixtures and real property associated therewith are referred to herein as, individually, a “Facility” and collectively, the “Facilities,” and the real property on which such personalty and fixtures are located may be singularly referred to as the “Premises”). Upon mutual agreement of the parties, other facilities and premises may be added to the terms of this Agreement. It is understood and agreed by the parties that the Facilities subject to this Agreement exclude Third Party Operator Assets and Owner-Operated Assets as defined and described in Schedule l.3(A). Title to, and ownership of, the Facilities and Premises shall remain vested in Owner, Owner’s subsidiary(ies) or Owner’s lessee(s), as applicable. Title to any new Facility or Premises or improvement or replacement to any existing Facility which is obtained or constructed pursuant to this Agreement, and with particularity Article 4, shall vest automatically in Owner, Owner’s subsidiary(ies) or Owner’s lessee(s), as applicable, without any other action necessary hereunder.
Description of the Facilities. The Facilities and classroom schedule shall be as follows: The School District will provide one classroom each at Xxxxxxx Xxxxx and Schaumburg High Schools with a minimum seating capacity of 28 students to be used by Contractor for the term of the contract. The School District will make reasonable accommodations to the Contractor for locked storage onsite at each building. Mondays, Tuesdays, Wednesdays and Thursdays 4:00 pm – 8:30 pm Sundays consecutive 4.5 hour block Time to be determined Days, times and location of facility usage is subject to change with mutual consent of both parties.
Description of the Facilities. (a) The Facilities shall include the Haridwar STPs along with the associated, the Online Monitoring Systems, the on-site testing laboratory facilities, temporary storage facilities for the Digested Sludge (only for the Sarai STP) and all other such facilities necessary or associated with the Haridwar STPs for treatment, processing and disposal of the Sewage, as described in greater detail in Schedule 1 (Scope of Work) and Schedule 11 (Technical Specifications).
Description of the Facilities. (a) The Facilities shall include the Farrukhabad-Fatehgarh STPs along with the associated, the Online Monitoring Systems, the on-site testing laboratory facilities, temporary storage facilities for the Digested Sludge and all other such facilities necessary or associated with the STPs for treatment, processing and disposal of the Sewage, as described in greater detail in Schedule 1 (Scope of Work) and Schedule 12 (Technical Specifications).
Description of the Facilities. Subject to the terms hereof, the facilities covered by this Agreement are more particularly identified in Exhibit “A” (the facilities, the personalty, fixtures and real property associated therewith are referred to herein as, individually, a "Facility" and collectively, the "Facilities," and the real property on which such personalty and fixtures are located may be singularly referred to as the "Premises"). Upon mutual agreement of the parties other facilities and premises may be added to the terms of this Agreement. Title to, and ownership of, the Facilities and Premises shall remain vested in Owner. Title to any new Facility or Premises or improvement or replacement to any existing Facility which is obtained or constructed pursuant to this Agreement, and with particularity Article 4, shall vest automatically in Owner without any other action necessary hereunder.
Description of the Facilities. An underground longitudinal occupancy of one (1) 42” PVC sanitary sewer, two (2) 96” diameter manholes, and one (1) 84” diameter manhole on Railroad property.
Description of the Facilities. (a) The Facilities shall include the Kolkata STPs along with the associated infrastructure, referenced in Schedule 2, the Online Monitoring Systems, the on-site testing laboratory facilities, the Associated Infrastructure, and all other such facilities necessary or associated with the Kolkata STPs for treatment, processing and disposal of the Sewage/Treated Effluent, as described in greater detail in Schedule 1 (Scope of Work) and Schedule 11 (Technical Specifications).
Description of the Facilities. For the purposes of this Agreement, the description of the Facilities is set out in the following document(s): Water Treatment Systems: Municipal Drinking Water Licence No. 264-101 Municipal Drinking Water Works Permit No. 264-201 Permit to Take Water No. 2110-AP9LSG Main Pumphouse consists of a 150 mm diameter pump header and appurtenances including a turbine flow meter, discharging into a single cell reservoir measuring 18 m x 13.5, x 3.5 m deep with a storage volume of 590 m³; two centrifugal high lift pumps, one duty pump rated at 15 L/s at a TDH of 50 m and one standby pump rated at 22.5 L/s at a TDH of 50 m, connected to the pumping discharge main; one electrically driven constant speed horizontal base-mounted, split case, centrifugal fire pump rated at 64 L/s at a TDH of 57 m; a sodium hypochlorite disinfection system, consisting of a 45 litre capacity sodium hypochlorite tank, with PVC spill basin, and one chemical metering pump rated at 1.6L/h at a TDH of 96.5 m. Well #1 consists of a 250 mm diameter, 35-metre-deep drilled groundwater production well, equipped with a submersible deep well pump, rated at 7.9 L/s at a TDH of 13 m with a 100 mm diameter discharge line connected to a 100 mm diameter well pump header in the main pumphouse including a vented watertight galvanized steel enclosure over the well head. Well #2 consists of a 200 mm diameter 49-metre-deep drilled groundwater production well equipped with a submersible deep well pump, rated at 4.7 L/s at a TDH of 10 m with a 100 mm diameter discharge line connected to the clearwell in the main pumphouse including a vented watertight galvanized steel enclosure over the well head. Well #4 consists of a 200 mm diameter 50 metre deep drilled groundwater production well equipped with a submersible deep well pump, rated at 9.2 L/s at a TDH of 15 m with a 100 mm diameter discharge line connected to the clearwell in the main pumphouse including a vented watertight galvanized steel enclosure over the well head; a sodium hypochlorite disinfection system consisting of a 45 litre capacity sodium hypochlorite day tank with a PVC spill basin and one chemical metering pump rated at 1.6 L/s at a TDH of 96.5 m, injecting sodium hypochlorite solution into the common raw water discharge line of Well Pump No.2 and 4.
Description of the Facilities. For the purposes of this Agreement, the Facilities are comprised of the following: Drinking Water System (Water Filtration Plant and Three (3) Xxxxx) Plant located at 00 Xxxxxxx Xxxxxx consisting of two gravity clarification / filtration units each with a rated capacity of 570 cubic meters / day consisting of a sodium hypochlorite disinfection system with chemical metering pumps discharging to the raw water injection points, the filter influent injection point and the distribution system header; a ferric sulphate feed system with chemical metering pumps and injection into the raw water, analyzers (turbidity, chlorine and flow), office, laboratory and personnel facilities Three (3) Well systems with sodium hypochlorite feed tanks, Chemical metering pumps and water well level measurement systems The Earlton Water Distribution System Wastewater Treatment Lagoons Wastewater treatment system at a rated capacity of 743 m3/day with seasonal discharge to St. Xxxx Baptiste Creek ( Evanturel Creek) comprised of facultative lagoons ( 2) with working volumes of 47,220 m3 and 47,620 m3, one aeration cell of a working volume of 5,415 m3 equipped with an air diffusion grid system with air supplied by three (3) Positive displacement blowers; Magnetic flow meter and various inlet and outlet structures, building housing the blowers and other equipment; Alum feed system with storage tanks and chemical feed pumps Sewage Pumping Station with two (2) 30 HP centrifugal pumps at a rated capacity of 85 L/s, standby air cooled diesel power generator (125 kW), Magnetic Flow meter
