4.0 OIL FIELD DEVELOPMENT AREA

Size: px
Start display at page:

Download "4.0 OIL FIELD DEVELOPMENT AREA"

Transcription

1 CHAD EXPORT PROJECT UPPORTING DOCUMENT - VOLUME OIL FIELD DEVELOPMENT AREA Oil, water, and limited gas will be produced in each of the Komé, Miandoum, and Bolobo fields. In the Komé and Miandoum fields, there will be gathering stations where free water is separated from the oil, then treated and disposed of into the oil reservoir via injection wells. Water content in the oil will be reduced to about 10 percent at the gathering stations. The remaining oil and water, in the form of an emulsion, is piped to the CTF for processing to produce crude oil of a quality suitable for export sales. The general layout of the oil field development area is shown in Figure 4-1. A schematic illustrating the various steps in the product flow path is presented in Figure 4-2. In the oil field development area, approximately 1,080 ha are needed for facilities and their related infrastructure (195 ha); of this, 325 ha of land will be made available for most preconstruction uses, with the restriction that the use not interfere with normal operations and maintenance. Another 490 ha will be reclaimed after construction and made available to preconstruction customary land users. 4.1 FACILITIE DECRIPTION Well ite / Flowlines Approximately 300 producing wells will be located in the oil field area. Fiberglass flowlines will connect individual wells to the field manifolds. If required, the flowlines can be serviced using portable launchers and receivers. Production from the Komé LK wells will be gathered separately using carbon steel flowlines and sent to the CTF where the gas will be used for power plant fuel and the oil combined with other incoming emulsion Remote Manifolds / Well Testing Field manifolds will be used as part of the gathering systems. The field manifolds serve two purposes: To collect production from several individual wells and direct it via a production manifold to a gathering line, a gathering station, or a field pump station To direct production via a test header from a selected well to a well test skid located at each manifold. Field manifolds (except the manifolds located at the gathering stations and field pump stations) will be located adjacent to a producing well. There will be 10 field manifolds within the Komé UK field, 3 within the Miandoum field, and 3 within the Bolobo field. The design of the test manifolds will be based on the use of rotary selector valves (RVs). RVs are multiport diversion valves that allow one of several inlet well streams to be diverted to a well test skid. Copy of PD English Text doc 4-1 May 1999

2 UPPORTING DOCUMENT - VOLUME 1 CHAD EXPORT PROJECT Well testing installation at each manifold site will consist of a vertical separator, proportional velocity flowmeter, a watercut meter, a ratio tube-type densitometer, and associated instrumentation and controls Komé and Bolobo Field Pump tations For the wells and manifolds located at the southern and northern ends of the Komé field, two field pump stations (KP-1 and KP-2) will pump the production fluids to the Komé gathering station. The pump stations will receive production from other field manifolds including the manifold located at the pump station. The field pump stations will be designed to pump a multiphase mixture of oil, water, and gas using rotary screw pumps. torage of field production will not be provided at the pump stations. A similar multiphase pump station (BP-1) will be utilized in the Bolobo field, sending all Bolobo production fluids to the Komé gathering station for processing. No field pump station will be required in the Miandoum field Gathering tations Two gathering stations will be constructed, one in Komé and one in Miandoum. The gathering stations will receive production from individual wells via field manifolds and field pump stations. The Komé field gathering station will also receive production from the Bolobo field pump station. The function of a gathering station is to: eparate produced gas and sand from incoming well fluids Dewater incoming well fluids to produce a 10 percent watercut emulsion and pump it via the emulsion trunkline to the CTF Measure the emulsion production rate and watercut to determine oil production from the field Treat produced water to remove oil and sand, and pump it to an injection well Compress the produced gas for transportation to the CTF. Major features of the gathering station design are discussed below Free-Water Knock-Out At the Komé gathering station, tank separation will be used for free-water knock-out (FWKO). Two stages of separation are required. The first stage will be unheated and reduce the incoming emulsion watercut to 40 percent. The second stage will be heated and dewater the 40 percent watercut emulsion down to 10 percent. The heat source will be waste heat recovered from gas turbine exhausts at the power plant. Heat input to the process will include a produced water recirculation loop heating the fluids from 60 C to 71C. At the Miandoum gathering May Copy of PD English Text doc

3 CHAD EXPORT PROJECT UPPORTING DOCUMENT - VOLUME 1 station, lower crude viscosities will allow the use of unheated FWKO tanks to separate free water from the inlet emulsion to produce a 10 percent watercut emulsion Emulsion Pumping At the Miandoum gathering station, rotary screw pumps will be provided to pump the emulsion from the FWKO tanks to the CTF via an emulsion trunkline. At the Komé gathering station, 10 percent watercut emulsion will gravity-flow from the second stage FWKO tanks to the CTF emulsion inlet tanks Produced Water Treatment Produced water from the FWKOs will be pumped to skim tanks removing solids and oil prior to reinjection of produced water. Clear-water surge tanks will be installed downstream of the skim tanks to provide surge capacity for the water system and suction for the water injection pumps. Plot space will be provided in the water plant should it be determined that additional water treatment equipment is needed and Handling At the Komé and Miandoum gathering stations, the majority of the sand will be removed in the FWKO tanks. As required, the tanks will be shut down and manually cleaned. The sand will be disposed of in the landfill or another environmentally acceptable manner. and and other solids carried to the produced water system will be removed in the skim tanks Water Injection Pumps At each gathering station, a pumping system consisting of booster pumps and main injection pumps will be provided to pump the treated produced water to injection wells. The Bolobo produced water will be reinjected at Komé Gas Compression Facilities At the Miandoum gathering station, vapor recovery units and multi-stage reciprocating compressors will be provided to collect produced gas from the FWKO tanks and compress it for transport to the CTF where it will be used as fuel gas for the power plant and tank blanketing. At the Komé gathering station, Komé and Bolobo produced gas from the FWKO system will be recovered by vapor recovery units for fuel Utility ystems At each gathering station, the following utility systems will be provided: Potable and Utility Water Copy of PD English Text doc 4-3 May 1999

4 UPPORTING DOCUMENT - VOLUME 1 CHAD EXPORT PROJECT Pressure Relief and Flare Instrument and Utility Air Fuel Gas Chemical (Demulsifier) torage and Injection Hot Water Process Heating (Komé Gathering tation and CTF) Electric Power Open Drain ystem Water Injection ystem And Disposal Wells Both dry holes and converted high-watercut producers will be used as water disposal wells. The total number of disposal wells is estimated to be 36 (including nine recompletions): 27 in the Komé UK field, and nine in the Miandoum field. Water disposal at Bolobo is not envisioned. Total produced water production is expected to approach 900 kbd. The total number of disposal wells and distribution between the individual fields may change as the development drilling program progresses. A manual choke and a meter will be provided at each wellhead. For the Komé field, the water disposal system will consist of a water injection trunkline and lateral system from the Komé gathering station out to the disposal wells. For Miandoum, individual injection lines from the gathering station will run to each well Operations Center The Operations Center (OC), located in the Komé field, will include the following, as shown in Figure 4-3: Komé Gathering tation Central Treating Facility Power Plant Pump tation No. 1 (P No.1) Community Airfield Operations upport Facilities. The location of the OC is directed by the following criteria: Have high ground elevation, away from potential flood zones May Copy of PD English Text doc

5 CHAD EXPORT PROJECT UPPORTING DOCUMENT - VOLUME 1 Avoid existing villages Avoid cultivated areas and utilize existing large pad Be close to the field having the largest reserves and the highest fluid viscosity Have minimal impact on the environment Central Treating Facility The CTF will receive emulsion and produced gas from the Komé and Miandoum gathering stations, as well as produced oil and gas from the Komé LK. The main functions of the CTF are: Dehydrate the incoming 10 percent watercut emulsion from each field to produce pipeline quality crude meeting a one percent maximum basic sediment and water (B&W) specification eparate the Komé LK oil and gas Receive the incoming produced gas and direct it to the power plant and CTF fuel gas systems. The key design features of the CTF are: The emulsion production from each field will be commingled and treated in electrostatic emulsion treaters. The incoming emulsion will be combined and mixed in emulsion tanks upstream from the emulsion treating system. The emulsion will be pumped from the tanks, split, and processed in seven identical parallel treating trains. Each train will have an emulsion heating system and a treater. The inlet emulsion will first be preheated in plate exchangers by hot-treated crude and then by produced water from the treaters. Final heating to treating temperature will be accomplished using a hot water heating medium in shell and tube exchangers. The B&W content of the oil will be measured after treating. Off-specification oil (wet oil) will be directed to a separate wet oil system. The wet oil will be further treated in the tanks by providing heat and retention time or it will be recycled to the inlet of the emulsion treaters. Temperature limits for treated oil to pipeline P No.1 will be at a 74 C (165 0 F) maximum. All cooling of the treated emulsion will be accomplished by cross-exchange with inlet emulsion from the field. Copy of PD English Text doc 4-5 May 1999

6 UPPORTING DOCUMENT - VOLUME 1 CHAD EXPORT PROJECT hort-term surge capacity for the treated crude will be provided at the CTF, but there will be no storage facilities for treated oil within the CTF. Treated oil will be sent to P No. 1 for storage. The B&W content of the treated oil flowing to P No. 1 will be measured and wet oil will be automatically diverted to the wet oil system. Gas production from the fields will be handled separately from the emulsion. The Miandoum gas and the Komé UK/Bolobo gas will have separate inlet systems. The gas streams from the inlet separators will be combined and used as fuel gas for the power plant and the CTF. Any liquids collected in this system will be sent to the emulsion treating system. The following utility systems will be provided at the CTF: Fire Water Potable and Utility Water Pressure Relief and Flare Instrument and Utility Air Chemical torage and Injection Fuel ystems (Oil and Gas) Process and Open Drain ystem anitary ewer Hot Water Heating ystem Electric Power Diesel Crude Oil Topping Plant Waste Incinerator (located in Komé field) Landfill remote from CTF Automation The Automation ystem will be designed to meet the functional requirements of the process design with safety of personnel, environment, and equipment paramount in the philosophy. Other major considerations are reliability, cost, and accuracy over the life of the development. Control of the CTF and the field facilities to the wellhead level will be performed from a single control room in the CTF. econdary control rooms will be included in the gathering stations, from which each gathering station and facilities producing to that station are controlled. Typically, secondary control rooms will not be staffed. Control of the power plant at the Operations Center (OC) will be performed from the power plant control room (PPCR). Each May Copy of PD English Text doc

7 CHAD EXPORT PROJECT UPPORTING DOCUMENT - VOLUME 1 location will have a standalone, programmable logic controller (PLC) based system for emergency shutdown. The Automation and Control ystem will be a hybrid system based on PLCs. An operator controls facilities located at the CTF, gathering stations, and field sites (wellsites, manifolds, and pump stations) from the CTF control room. The field information for wellsites, pump stations, and manifolds will be relayed via telecommunications through the CTF Control ystem to the gathering stations. Packaged equipment PLCs will either be connected directly to the Control ystem via serial link or interfaced via the Telecommunications ystem. Each gathering station Control ystem will communicate with the CTF Control ystem via redundant digital microwave links. Wellsites, manifolds, and pump stations will be polled using digital VHF (very high frequency) radios Power ystem Facilities This section provides an overview and the associated details pertaining to the electrical power generation, transmission, and distribution system Overview A power plant of 120 megawatts (MW) capacity will be installed to meet a peak electric power demand of approximately 105 MW. ixty-hertz electric power will be generated at the OC power station and transmitted by high voltage pole line to the Komé, Miandoum, and Bolobo fields facilities and wells. Approximately 70 percent of the power demand is for the well EPs. The power system will be dedicated and isolated because no existing power system is available in the Doba Basin. The power system is designed to the necessary reliability to meet oil production needs. Waste heat recovery from power generation will supply process heat to the CTF and Komé gathering station Power Generation Four combustion gas turbine generators (30 MW each, site rated) will be installed to meet the oil field development area and P No. 1 power requirements. During most of the project s life, there will be at least one spare generator since the power demand in the oil field development area is estimated to be below 90 MW. However, during years four through seven, all four units will be required. Due to the limited availability of natural gas, a maximum of two units will run on natural gas and the remaining units on crude oil. Waste heat will be recovered from the gas turbine exhausts using a hot water closed-loop system. The utilities and auxiliaries will include a black-start generator, a crude fuel treatment Copy of PD English Text doc 4-7 May 1999

8 UPPORTING DOCUMENT - VOLUME 1 CHAD EXPORT PROJECT system, fuel selection and forwarding skids, and diesel and treated crude storage tanks. The fuel treatment equipment will be part of the CTF operation Fuel ystems Combustion turbine generators (CTGs) will be operated on Miandoum crude, Komé LK gas, and other associated gas. The turbines are fueled on either gas, crude or a combination of both. The Miandoum crude will be treated by centrifuging, filtering, and heating before injection into the turbines. Natural gas availability is limited; however, all available gas will be consumed in the turbines. The CTG will also be capable of operating on #2 diesel fuel oil. Diesel fuel will be used during plant commissioning, and to start and stop the units Prime Mover Auxiliaries All turbines will be supplied from the following common equipment: Fuel gas filtration and preheat package Diesel oil storage Crude oil storage, preheat, and treatment Instrument air system. A black-start diesel engine-driven generator for starting under blackout conditions will be required. This generator will provide the necessary station service and engine auxiliary power to allow one generator set to be started Power Plant Building The power plant will include a 33-kilovolt (kv) switchgear building and a combined control room and electrical equipment building. The latter building will include the power system central control room. The gas turbine generator sets will be housed in individual, free-standing factory enclosures with a fire detection and suppression system Control The power plant will be designed to operate with minimum operator intervention. One full-time power plant operator will be located at the power plant control room. The power plant control system will be interconnected to the CTF Control ystem to permit exchange of operating data to the CTF plant operator in the CTF control room. Control of the power plant will be possible only from the power plant control room. The power plant main operator panel will be located in the power plant control room and incorporate terminals for monitoring, controlling, and generating reports relating to the power May Copy of PD English Text doc

9 CHAD EXPORT PROJECT UPPORTING DOCUMENT - VOLUME 1 plant. The power plant main operator panel will control and monitor auxiliaries common to all generator sets. The power plant control room will house the electrical distribution control panel that remotely controls and monitors 66-kV and 33-kV switching operations at the five field distribution substations. Adjacent to every generator set, there will be a standard, manufacturer-supplied local generator set control panel Power Plant Electrical Generators will be connected to the buswork in a manner that allows a high degree of flexibility for generator, bus, and load switching. Generators will be bussed together through generator step-up transformers. Auxiliaries for each generator will be supplied from a central power plant, service motor-control center located near the generator set supplied from the power plant station service bus and with alternate supply from the black-start system Power Transmission ystem Electric power will be transmitted from the power plant to the field locations as follows: To 66-kV / 33-kV field distribution substations at Miandoum (M-1) and Bolobo (BP-1) by 66- kv overhead transmission lines To 33-kV field distribution substations at Komé (KP-1 and KP-2) by 33-kV overhead transmission lines. The overhead power lines will be designed for the high incidence of lightning in the area. Transmission lines will share a common utility corridor with the pipelines when possible Power Distribution ystem Overhead distribution feeders (33-kV) will supply power from each of the five field distribution substations to the producing wells. Each feeder will supply between 6 to 12 EPs. For each EP, the 33-kV overhead feeder will be tapped. The tap will be terminated approximately 50 m from the well at a pole-mounted, fused disconnect. Other voltages for operating wellhead equipment, such as 24-volt direct current for the EP-PLC, will be made available by transforming from the EP supply lines Facility Power Distribution At the gathering stations and field pump stations, 33 kv will be supplied from the field distribution substations to other substations where transformation to 3.3 kv and 480 volts (V) will be performed to meet site loads. At the CTF and P No. 1, 33 kv will be supplied from the power plant via 33-kV cables in cable trays to substations where transformation to 3.3 kv and 480 V will be performed. Onsite loads will be supplied by aboveground cables in cable trays. Copy of PD English Text doc 4-9 May 1999

10 UPPORTING DOCUMENT - VOLUME 1 CHAD EXPORT PROJECT witchgear and motor control centers will be in substation buildings. All power transformers will be oil-filled and located outdoors Operations Center Infrastructure The field Operations Center (OC) infrastructure facilities will include the following: Community Airfield Utilities (see ection 4.1.7) OC plant buildings Primary and secondary field roads Community The community will be located within the OC as shown in Figure 4-3. It will provide the following facilities: Living quarters to accommodate 200 single-status people Cafeteria and kitchen to serve midday meals for 385 people (185 day workers and 200 residents) and morning and evening meals for the 200 residents Recreation center and outdoor sports facilities for the residents Accommodations for support services staff and equipment Laundry facilities to wash linens and personal clothing of residents and work clothes of all employees Fire protection for the community including the following: - Hydrants - Hose reels - prinkler systems - moke detectors - Fire detectors - Alarms - Fire extinguishers. treet lighting to illuminate the streets and perimeter road for safety and security. May Copy of PD English Text doc

11 CHAD EXPORT PROJECT UPPORTING DOCUMENT - VOLUME Airfield An airfield will be constructed to provide air transport during construction and subsequent operations. This airfield will provide for freight transport, personnel rotation, medical emergency evacuation, and total emergency evacuation of expatriate employees. The airfield will be a completely fenced, private facility and will operate during daylight hours under visual flight rules. The runway bearing surface will permit operation throughout the entire year. Its length will be approximately 3,200 m allowing material transportation by an Anotonov 124 aircraft. The airfield will be located southeast of the community as shown in Figure OC Plant Buildings The OC plant will have the following major buildings: Administration Building CTF Control Center and Motor Control Center Buildings Mechanical, Electrical, and Instrumentation Maintenance Building General Warehouse Training Center and Vehicle Maintenance Building EP Maintenance Building Power Plant Building Guard House Roadways An all-weather laterite road will connect the OC facilities to the Moundou-ahr road at Bébédjia. The OC facilities will in turn be connected to field facilities and wellsites by upgraded existing laterite roads or new laterite roads. The road connecting the airfield, the community, and the OC plant will have an asphalt surface on a laterite base. Major roads within the OC plant and gathering stations will also have an asphalt surface on a laterite base. 4.2 CONTRUCTION PHAE Construction of the oil field development facilities will span a period of approximately 2.5 years. The first year will focus on preparation of the major sites including building the initial well pads and roads; building the construction camp; starting site preparation of the airfield; and site/foundation work for the production facilities. During the second year the construction effort will center on the major plants including the CTF, power plant, P No. 1 and Miandoum Copy of PD English Text doc 4-11 May 1999

12 UPPORTING DOCUMENT - VOLUME 1 CHAD EXPORT PROJECT gathering station, bringing them close to mechanical completion. The majority of the interfield pipelines, manifolds, and overhead electrical power lines will be installed during this time. Work in the final six months will shift to precommissioning activities to prepare the facilities for startup. Throughout the construction phase, wells will continue to be drilled and civil work associated with drill pad and road construction will be ongoing. Forty percent of the drilling will be completed at first oil ite Preparation ite preparation includes clearing and grubbing, contouring, and laying down a laterite base to seal underlying soils, provide for water runoff, and establish a stable platform for construction. Depending on subsoil conditions, excavation and recompaction will be required where large tanks and heavy equipment are located. Erosion control features will include localized silt fences and drainage course impediments to slow runoff and contain sediment prior to reaching the sediment basins. Temporary drainage channels will direct runoff to sediment basins to be used where possible for dust control. Topsoil from the clearing and grubbing operations will be stockpiled for later use. The grading operations and extent of the site preparation effort will be dependent upon the rainy season. Excavation and other earthmoving activities will be kept to a minimum during the rainy season. Borrow sources for construction materials, such as sand and gravel, will be selectively developed to minimize the number of disturbed areas. Where possible, local businesses will supply and transport materials to the job site. During construction, old exploration infrastructure, well pads, and borrow pits will be rehabilitated. Laterite from abandoned well pads or airstrips will be reused in developing new facilities to reduce the number of new borrow pits. Topsoil stripped from clearing and grubbing operations will be used for rehabilitation of old facility sites and borrow pits. Excess topsoil stored for more than six months will be fortified with fertilizers, soil enhancers, or other organic materials to maintain viability Roads Upgrading of existing roads and construction of new roads will conform to a typical roadway cross section (Figure 4-4). Topsoil will be stockpiled and erosion control features will be incorporated. Borrow areas for laterite will minimize surface area disturbed and be reclaimed after use Construction Camp and Landfill The initial activities will include the construction of the Komé camp facilities, related workshops, and temporary offices. A portion of this construction camp will serve as the permanent housing May Copy of PD English Text doc

13 CHAD EXPORT PROJECT UPPORTING DOCUMENT - VOLUME 1 for the operations staff. Also included in these initial facilities will be the construction material laydown area and establishment of a fuel storage facility. Rather than using trailers for a construction camp, preferentially buildings will be constructed using local materials. The initial phase of activity will also include construction of a sanitary landfill as part of the overall waste management program Plant and Pipeline Construction After completion of site preparation activities, underground utilities and flowline work will begin with trenching and establishment of a pipe fabrication shop. Along with this underground work, foundation excavations and concrete pours will be completed. Field pipeline activities will follow the same general construction techniques used for the Transportation ystem pipeline. Tank, structural steel, and building construction will follow foundation preparation. etting of mechanical and electrical equipment such as turbine generators, pumps, vessels, and heat exchangers will commence once quality checks are complete for concrete and structural steel work. Plant piping, electrical, and instrumentation work will conclude the mechanical completion of the facilities. Final pre-commissioning activities, such as instrument calibration, equipment alignment, and startup verification of equipment will then take place Construction taffing The construction contractors will determine the size of the construction staff used for the project. The anticipated construction staff for the oil field development area will consist of approximately 2,000 Chadian nationals and 1,000 expatriates during the peak construction period. Chadians generally will provide their own housing, with the construction contractor providing transportation from collection points in the villages. For expatriates, the existing Komé drilling camp will be utilized prior to completion of the main construction camp. This camp will continue to be used by drilling personnel during the development phase. Most expatriates will be housed in the main construction camp at Komé which will house 800 to 1,000 people during peak occupancy. Copy of PD English Text doc 4-13 May 1999

14 N Location Map Cameroon Bekia Existing Airstrip M-1 BP-1 # C.A.R. Chad MIANDOUM FIELD To Miandoum Kayra Bolobo PIPELINE Bedia Bella BOLOBO FIELD # Komé Nya Mbanga Begada Existing Existing Drilling Camp Airstrip # # N Loulé KP-2 Béro # KOMÉ FIELD # Central Treating Facilities # KP Kilometers K-1 # Community Airfield LEGEND #Y Proposed Well Existing Well Field Manifold Pump tation & Manifold Gathering tation & Manifold Not all proposed wells shown Export Pipeline Oil Field Outline Road River # Village/Town Chad Export Project OIL FIELD DEVELOPMENT AREA FIGURE 4-1

15 MIANDOUM PRODUCING WELL MIANDOUM FIELD MANIFOLD MIANDOUM GATHERING TATION WATER 90% OIL 10% WATER MIANDOUM PRODUCED WATER REINJECTION WELL BOLOBO PRODUCING WELL BOLOBO FIELD MANIFOLD BOLOBO FIELD PUMP TATION KOMÉ PRODUCING WELL KOMÉ FIELD MANIFOLD AND FIELD PUMP TATION KOMÉ GATHERING TATION WATER 90% OIL 10% WATER KOMÉ PRODUCED WATER REINJECTION WELL CENTRAL TREATING FACILITY WATER <1% BAIC EDIMENT AND WATER 99% OIL PUMP TATION No. 1 <1% BAIC EDIMENT AND WATER 99% OIL PIPELINE LEGEND WATER Chad Export Project CHEMATIC FLOW DIAGRAM FOR OIL PRODUCTION AND TREATMENT OIL D M GRO P D AME & MOORE D OOR RO PCO P FIGURE 4-2

16 N W E Komé Gathering tation Central Treating Facility Power Plant Pump tation No. 1 Administrative Offices Clinic Operations / Maintenance Center Community Airfield (3200 meter airstrip) Pipeline Approximate cale in Kilometers Chad Export Project OPERATION CENTER COMPONENT D M GRO P D AME & MOORE D OOR RO PCO P FIGURE 4-3

17 5.00 m Vegetation Clearing 1.00 m 2.50 m 3.00 m (Field Roads) (Regional Roads) 2.50 m 3.00 m 1.50 m 1.00 m 3% 3% Earthmoving Level m 0.50 m NOTE 1. Laterite thickness variable from cm. 2. Road widths reduced through villages as required. 3. Regional roads inside oil field development area to include pedestrian path (not shown). 4. Ditch size/slope variable and sized to accommodate water level. Not to cale Chad Export Project D TYPICAL OIL FIELD DEVELOPMENT AREA ROADWAY CRO ECTION M GRO P D AME & MOORE D OOR RO PCO P FIGURE 4-4

PROJECT DESCRIPTION CHAD EXPORT PROJECT SUPPORTING DOCUMENTS - VOLUME DECOMMISSIONING

PROJECT DESCRIPTION CHAD EXPORT PROJECT SUPPORTING DOCUMENTS - VOLUME DECOMMISSIONING CHAD EXPORT PROJECT SUPPORTING DOCUMENTS - VOLUME 1 8.0 DECOMMISSIONING This section provides an overview of the decommissioning activities that will be undertaken after construction and after each facility

More information

Pratt & Whitney. Power Systems MOBILEPAC. Gas Turbine Package. It s in our power.

Pratt & Whitney. Power Systems MOBILEPAC. Gas Turbine Package. It s in our power. Power Systems Pratt & Whitney Power Systems MOBILEPAC Gas Turbine Package TM It s in our power. Pratt & Whitney FT8 MOBILEPAC Gas Turbine Package The MOBILEPAC gas turbine package requires the smallest

More information

Multiple screw pumps on FPSO vessels

Multiple screw pumps on FPSO vessels Multiple screw pumps on FPSO vessels During the past five decades, the booming offshore activities of the oil and gas industries required new approaches to processing and transportation of the well streams

More information

Measurement Schematics & Facility Delineation Requirements Required by September 11, 2014

Measurement Schematics & Facility Delineation Requirements Required by September 11, 2014 Alberta Energy Regulator (AER) Directive 017 - Measurement Requirements for Oil and Gas Operations Version - September 2012 Measurement Schematics & Facility Delineation Requirements Required by September

More information

STATE OF VERMONT PUBLIC SERVICE BOARD PREFILED TESTIMONY AND EXHIBITS OF IAN A. JEWKES

STATE OF VERMONT PUBLIC SERVICE BOARD PREFILED TESTIMONY AND EXHIBITS OF IAN A. JEWKES STATE OF VERMONT PUBLIC SERVICE BOARD Docket No. Petition of Dairy Air Wind, LLC for a certificate of public good, pursuant to 0 V.S.A., for the installation of a single turbine,. MW wind-powered electric

More information

Big Thunder Wind Park

Big Thunder Wind Park Construction Plan Report DRAFT Prepared by: M.K. Ince and Associates Ltd. May 18, 2010 TABLE OF CONTENTS BIG THUNDER WIND PARK... 1 1 PROJECT OVERVIEW... 1 1.1 PROJECT SCHEDULE... 2 2 CONSTRUCTION ACTIVITIES...

More information

H. Underground Transmission System Design

H. Underground Transmission System Design H. Underground Transmission System Design In addition to analyzing potential routes, the Company considered several different design technologies for the proposed underground transmission supply lines,

More information

2. TECHNICAL DESCRIPTION OF THE PROJECT

2. TECHNICAL DESCRIPTION OF THE PROJECT 2. TECHNICAL DESCRIPTION OF THE PROJECT 2.1. What is a Combined Cycle Gas Turbine (CCGT) Plant? A CCGT power plant uses a cycle configuration of gas turbines, heat recovery steam generators (HRSGs) and

More information

PLANNING GUIDE FOR SINGLE CUSTOMER SUBSTATIONS SERVED FROM TRANSMISSION LINES

PLANNING GUIDE FOR SINGLE CUSTOMER SUBSTATIONS SERVED FROM TRANSMISSION LINES Prepared by: NIB/EOB PLANNING GUIDE FOR SINGLE CUSTOMER SUBSTATIONS SERVED FROM TRANSMISSION LINES 05503 Department: Electric T&D Section: T&D Engineering and Technical Support Approved by: G.O. Duru (GOD)

More information

Construction Best Management Practices Handbook BEST MANAGEMENT PRACTICES

Construction Best Management Practices Handbook BEST MANAGEMENT PRACTICES Construction Best Management Practices Handbook www.montereysea.org BEST MANAGEMENT PRACTICES 26 www.montereysea.org Construction Best Management Practices Handbook VEHICLE TRACKING AND DUST CONTROL IN

More information

Benefits. Reduced transportation time and cost. Limited on-site inventory. Minimal installation time. Efficient commissioning

Benefits. Reduced transportation time and cost. Limited on-site inventory. Minimal installation time. Efficient commissioning Gas Turbine Package Gas Turbine Package Gas turbine package is available in both single- and twinengine configurations, which offer greater than 41 percent simple-cycle efficiency and a nominal 60 to 140

More information

Gorgon Project Briefing Rick Robinson Director Perth Operations Kellogg Joint Venture. Perth, November

Gorgon Project Briefing Rick Robinson Director Perth Operations Kellogg Joint Venture. Perth, November Gorgon Project Briefing Rick Robinson Director Perth Operations Kellogg Joint Venture Perth, November 27 2008 Downstream Scope LNG Plant 3 x 5 mtpa LNG processing trains using APCI technology 2 x 180,000

More information

Technical Data

Technical Data 4906-17-05 Technical Data (A) PROJECT AREA SITE have occurred in this section. (1) Geography and Topography have occurred in this section. (2) Aerial Photography have occurred in this section. (3) Site

More information

Oil Drilling and Production Overview

Oil Drilling and Production Overview Oil Drilling and Production Overview Los Cerritos Wetlands Oil Consolidation and Restoration Project Introduction Over the course of millions of years, decaying organic matter becomes trapped in many layers

More information

A/E Design Deliverable Checklist

A/E Design Deliverable Checklist A/E Design Deliverable Checklist Design deliverables for the Design Development phase shall include all items listed in the Design Development column as well as those all items listed in the Schematic

More information

E. CONSTRUCTION PROCEDURES

E. CONSTRUCTION PROCEDURES E. CONSTRUCTION PROCEDURES The Project facilities would be constructed in accordance with established electric utility practices, best management practices, final engineering plans, CL&P s specifications

More information

CONSULTANT REGISTRATION SYSTEM (CRS) SPECIALISATION CATEGORY. CE - Civil Engineering Construction. - Building Construction

CONSULTANT REGISTRATION SYSTEM (CRS) SPECIALISATION CATEGORY. CE - Civil Engineering Construction. - Building Construction Capacity (RM) GRADE G1 not exceeding 100,000.00 G2 not exceeding 500,000.00 G3 not exceeding 1,000,000.00 G4 not exceeding 3,000,000.00 G5 not exceeding 5,000,000.00 G6 not exceeding 10,000,000.00 G7 not

More information

Pre-Qualification Certificate

Pre-Qualification Certificate Nordic Utility Pre-Qualification System Pre-Qualification Certificate Awarded to Registration number: 984 277 032 Sellihca Id: Sellihca Qualification hereby confirms that is now fully registered as a supplier

More information

Building Services / MEPF Scopes

Building Services / MEPF Scopes Building Services / MEPF Scopes Mechanical Air conditioning Refrigerant Plant Compression Chillers Absorption Chillers Heat Pumps (Chilled water and Hot Water) Cooling Towers Chemical Treatment Air Conditioning

More information

ORC TURBOGENERATOR TYPE CHP - Organic Rankine Cycle Turbogenerator fed by thermal oil, for the combined production of electric energy and heat -

ORC TURBOGENERATOR TYPE CHP - Organic Rankine Cycle Turbogenerator fed by thermal oil, for the combined production of electric energy and heat - Doc. : 08C00031_e Date : 02.02.2009 Page : 1 / 9 ORC TURBOGENERATOR TYPE CHP - Organic Rankine Cycle Turbogenerator fed by thermal oil, for the combined production of electric - (Preliminary) Doc. : 08C00031_e

More information

DESIGN. DEVELOP. DELIVER. CAPABILITY STATEMENT

DESIGN. DEVELOP. DELIVER. CAPABILITY STATEMENT DESIGN. DEVELOP. DELIVER. CAPABILITY STATEMENT Mining & Industrial Switchgear Kiosk Substations Water Infrastructure Projects Project Management Slurry Management Systems Pumping Solutions Fire Protection

More information

Energy. vecta. Forward Thinking

Energy. vecta. Forward Thinking Our people have expertise that has centred around the Energy Industry in Australia, with skills in the development of green field and brown plants. Our people have core competencies in the following areas:

More information

Reclamation Manual Design Data Collection Guidelines Chapter 5 Typical Design Data Package Template

Reclamation Manual Design Data Collection Guidelines Chapter 5 Typical Design Data Package Template Reclamation Manual The Introduction (Chapter 1) for these design data collection guidelines contains additional information concerning: preparing a design data collection request, design data collection

More information

8.14 PUBLIC SERVICES AND UTILITIES

8.14 PUBLIC SERVICES AND UTILITIES 8.14 PUBLIC SERVICES AND UTILITIES 8.14.1 Affected Environment Police, Fire, and Emergency Medical Services Army staff provide all police services on PTA. Units that come to PTA for training may bring

More information

UPDATE CONSTRUCTION ASKED AND ANSWERED: RESTORING AGRICULTURAL LAND. COMMUNITY BENEFITS Williams hiring veterans CONTACT ATLANTIC SUNRISE 310 SR 29 N

UPDATE CONSTRUCTION ASKED AND ANSWERED: RESTORING AGRICULTURAL LAND. COMMUNITY BENEFITS Williams hiring veterans CONTACT ATLANTIC SUNRISE 310 SR 29 N CONSTRUCTION UPDATE JUNE 2018 Nine months into our construction schedule, our crews are making safe, steady and environmentally responsible progress on activities such as backfilling, welding, coating,

More information

CONTENTS. B. System Design and Performance Requirements

CONTENTS. B. System Design and Performance Requirements 16060 Grounding and Bonding This document provides design standards only, and is not intended for use, in whole or in part, as a specification. Do not copy this information verbatim in specifications or

More information

Gorgon Project Briefing Rick Robinson Director Perth Operations Kellogg Joint Venture. Karratha, Feb

Gorgon Project Briefing Rick Robinson Director Perth Operations Kellogg Joint Venture. Karratha, Feb Gorgon Project Briefing Rick Robinson Director Perth Operations Kellogg Joint Venture Karratha, Feb 5 2009 Downstream Scope LNG Plant 3 x 5 mtpa LNG processing trains using APCI technology 2 x 180,000

More information

CITY OF ROSEVILLE CONSTRUCTION STANDARDS - CST

CITY OF ROSEVILLE CONSTRUCTION STANDARDS - CST CITY OF ROSEVILLE CONSTRUCTION STANDARDS - CST Abbreviations AB 1-3 Section 11 Purpose and Definitions 11-1 Purpose PD 1 11-2 Construction Practice PD 1 11-3 Definitions PD 1 Section 12 Construction Area

More information

The government of the SOCIALIST REPUBLIC OF VIETNAM HO CHI MINH CITY PEOPLE S S COMMITTEE TUNNEL JAPAN. Official Development Assistance

The government of the SOCIALIST REPUBLIC OF VIETNAM HO CHI MINH CITY PEOPLE S S COMMITTEE TUNNEL JAPAN. Official Development Assistance 0 The government of the SOCIALIST REPUBLIC OF VIETNAM HO CHI MINH CITY PEOPLE S S COMMITTEE TUNNEL JAPAN Official Development Assistance 1 TUNNEL Sub-Sector (Civil) IMAGE OF TUNNEL ENTRANCE 2 Traffic in

More information

City of Glendale Stormwater Management Plan Checklist

City of Glendale Stormwater Management Plan Checklist City of Glendale Stormwater Management Plan Checklist Project: Title of Plan: Date: Date of Plan: Reviewer: Most Recent Revision: Criteria Yes No Identify a SWMP Administrator and an alternate - The SWMP

More information

Opportunities for Methane Emissions Reductions in Natural Gas Production. Technology Transfer Workshop. April 25, 2006 Villahermosa, Mexico

Opportunities for Methane Emissions Reductions in Natural Gas Production. Technology Transfer Workshop. April 25, 2006 Villahermosa, Mexico Opportunities for Methane Emissions Reductions in Natural Gas Production Technology Transfer Workshop PEMEX & Environmental Protection Agency, USA April 25, 2006 Villahermosa, Mexico Agenda Reduced Emissions

More information

New York Community Solar Facility Decommissioning Plan

New York Community Solar Facility Decommissioning Plan New York Community Solar Facility Decommissioning Plan July 2017 Prepared For: Town of Dryden, NY Delaware River Solar 33 Irving Place, Suite 1090 New York, NY 10003 Table of Contents Page 1. Introduction

More information

Section 403. DRAINAGE STRUCTURES

Section 403. DRAINAGE STRUCTURES 403.01 Section 403. DRAINAGE STRUCTURES 403.01. Description. This work consists of adjusting, constructing, or temporarily lowering drainage structures and cleaning existing drainage structures and leads

More information

MINNEHAHA CREEK WATERSHED DISTRICT BOARD OF MANAGERS REVISIONS PURSUANT TO MINNESOTA STATUTES 103D.341. Adopted April 24, 2014 Effective June 6, 2014

MINNEHAHA CREEK WATERSHED DISTRICT BOARD OF MANAGERS REVISIONS PURSUANT TO MINNESOTA STATUTES 103D.341. Adopted April 24, 2014 Effective June 6, 2014 MINNEHAHA CREEK WATERSHED DISTRICT BOARD OF MANAGERS REVISIONS PURSUANT TO MINNESOTA STATUTES 103D.341 Adopted April 24, 2014 Effective June 6, 2014 EROSION CONTROL RULE 1. POLICY. It is the policy of

More information

Table 4.7.2(II) BREF Document on Best Available Techniques on Emissions from Storage, July 2006

Table 4.7.2(II) BREF Document on Best Available Techniques on Emissions from Storage, July 2006 Table 4.7.2(II) BREF Document on Best Available Techniques on Emissions from Storage, July 2006 With respect to the Conclusions on BAT for this horizontal BREF, the details of applicability and status

More information

B. Install storm drain inlet protection to prevent clogging of the stormsewer and sediment loads to downstream stormwater facilities or waterbodies.

B. Install storm drain inlet protection to prevent clogging of the stormsewer and sediment loads to downstream stormwater facilities or waterbodies. The language provided in these specifications is meant to serve as a reminder and provide a generic example of the type of language that should be provided in final construction documents. This language

More information

SECTION 4 - DESIGN STANDARDS FOR WATER DISTRIBUTION FACILITIES

SECTION 4 - DESIGN STANDARDS FOR WATER DISTRIBUTION FACILITIES SECTION 4 - DESIGN STANDARDS FOR WATER DISTRIBUTION FACILITIES 4.1 GENERAL REQUIREMENTS 4.1.1 Water and fire protection distribution facilities are to be provided solely for the purpose of supplying potable

More information

Swivel and Marine Systems. Swivel stack and fluid transfer systems for multiple applications

Swivel and Marine Systems. Swivel stack and fluid transfer systems for multiple applications Swivel and Marine Systems Swivel stack and fluid transfer systems for multiple applications Swivel Stack Systems The swivel stack is the heart of the turret mooring and fluid transfer system (FTS). Reliability,

More information

11. Construction processes and materials Power House Maintenance Building Fuel Treatment Building...

11. Construction processes and materials Power House Maintenance Building Fuel Treatment Building... Contents 11. Construction processes and materials... 11-2 11.1 Power House... 11-2 11.2 Maintenance Building... 11-2 11.3 Fuel Treatment Building... 11-3 11.4 Roads & Paths... 11-3 11.5 Fencing... 11-3

More information

North Harris County Regional Water Authority TABLE OF CONTENTS. CONTRACT DOCUMENTS Section No. Title

North Harris County Regional Water Authority TABLE OF CONTENTS. CONTRACT DOCUMENTS Section No. Title TABLE OF CONTENTS CONTRACT DOCUMENTS 00001 Inside Title Page 00003 Table of Contents 00004 List of Drawings 00020 Invitation to Bid 00100 Instructions to Bidders 00300 Bid 00500 Agreement 00610 Construction

More information

A/E Design Deliverable Checklist

A/E Design Deliverable Checklist A/E Design Deliverable Checklist Design deliverables for the Design Development phase shall include all items listed in the Design Development column as well as those all items listed in the Schematic

More information

Appendix 14-I Description of Stream Crossing for Electrical Interconnect

Appendix 14-I Description of Stream Crossing for Electrical Interconnect Appendix 14-I Description of Stream Crossing for Electrical Interconnect 14.0 Ecology Appendix 14-I CPV Valley Energy Project Description of Stream Crossing for Electrical Interconnect The CPV Valley Energy

More information

FUNCTIONAL SERVICING AND STORMWATER MANAGEMENT STUDY 405 TWEEDSMUIR AVENUE

FUNCTIONAL SERVICING AND STORMWATER MANAGEMENT STUDY 405 TWEEDSMUIR AVENUE FUNCTIONAL SERVICING AND STORMWATER MANAGEMENT STUDY FOR CITY OF OTTAWA PROJECT NO.: 11-532 FOR TABLE OF CONTENTS 1.0 INTRODUCTION... 1 1.1 Existing Conditions... 2 1.2 Required Permits / Approvals...

More information

SURFACE PRODUCTION OPERATIONS

SURFACE PRODUCTION OPERATIONS Training Title SURFACE PRODUCTION OPERATIONS Training Duration 5 days Training Venue and Dates Surface Production Operations 5 29 Sep 03 Oct $3,750 Abu Dhabi, UAE In any of the 5 star hotel. The exact

More information

WELLHEAD POWER PLANTS

WELLHEAD POWER PLANTS Installed power [GWe] Proceedings, 6 th African Rift Geothermal Conference Addis Ababa, Ethiopia, 2 nd 4 th November 2016 WELLHEAD POWER PLANTS Yngvi Gudmundsson, Elin Hallgrimsdottir Verkís, Mannvit,

More information

Figure Inlet protection (Source: Minnesota DOT)

Figure Inlet protection (Source: Minnesota DOT) 3.9 INLET PROTECTION Figure 3.14. Inlet protection (Source: Minnesota DOT) Overview Description: A manufactured protective device or barrier used to trap sediment at a storm drain surface or curb inlet.

More information

TES Industrial Development SW ¼ SEC Lacombe County Outline Plan

TES Industrial Development SW ¼ SEC Lacombe County Outline Plan TES Industrial Development Lacombe County Outline Plan 112849297 June 2012 am v:\1128\active\112849297\07_reports_studies\rpt_tes_20120508.doc i Table of Contents 1.0 INTRODUCTION... 1 1.1 PURPOSE... 1

More information

Well Pad Automation Improves Capital Efficiency and Reduces Fiscal Risk Michael Machuca* Emerson Process Management

Well Pad Automation Improves Capital Efficiency and Reduces Fiscal Risk Michael Machuca* Emerson Process Management URTeC: 1874921 Well Pad Automation Improves Capital Efficiency and Reduces Fiscal Risk Michael Machuca* Emerson Process Management Copyright 2014, Unconventional Resources Technology Conference (URTeC)

More information

14. LOGISTICS SUPPORT GUIDELINES

14. LOGISTICS SUPPORT GUIDELINES 14. Logistics support is an integral part of a successful response operation and will be directed by the Logistics Manager (see Figure 3-3). Depending on the size and extent of a spill, logistics support

More information

RUWAIS HOUSING COMPLEX PHASE IV CIVIL & ELECTROMECHANICAL WORKS

RUWAIS HOUSING COMPLEX PHASE IV CIVIL & ELECTROMECHANICAL WORKS AL NASR SCOPE OF WORKS: Construction of water storage tank consisting of: 3 Water storage tanks 2,641,721 gal of 42 m diameter and 7.65 m each 2300 m³ of concrete 2450 m² of water proofing external 4300

More information

Rockwood Water People s Utility District Cross Connection Implementation and Regulations

Rockwood Water People s Utility District Cross Connection Implementation and Regulations Rockwood Water People s Utility District Cross Connection Implementation and Regulations To ensure clean, safe, potable water, Rockwood Water People s Utility District (PUD) maintains a cross connection

More information

Steam Power Station (Thermal Station)

Steam Power Station (Thermal Station) Steam Power Station (Thermal Station) A generating station which converts heat energy into electrical energy through turning water into heated steam is known as a steam power station. A steam power station

More information

CONSTRUCTION REQUIREMENTS

CONSTRUCTION REQUIREMENTS CONSTRUCTION REQUIREMENTS Note: The buildings on the UCCS campus are divided into two categories: General Fund and Auxiliaries. General Fund Buildings include academic and administrative functions. Auxiliary

More information

COMMERCIAL PROJECT PLAN REVIEW PROCESS

COMMERCIAL PROJECT PLAN REVIEW PROCESS COMMERCIAL PROJECT PLAN REVIEW PROCESS Complete construction documents, which contain all of the required information will speed the plan review process. The following checklist establishes minimum guidelines

More information

THIS PAGE LEFT BLANK FOR TWO-SIDED DUPLICATION.

THIS PAGE LEFT BLANK FOR TWO-SIDED DUPLICATION. PROJECT DESCRIPTION THIS PAGE LEFT BLANK FOR TWO-SIDED DUPLICATION. Table of Contents Article 4.203.B.5 Project Description... 1 Facility Operations... 2 Construction:... 2 Drilling and Completions Phases:...

More information

New Administration Building

New Administration Building New Administration Building Stormwater Pollution Prevention Plan Hudson Valley Community College Troy, New York Prepared for: Hudson Valley Community College 80 Vandenburgh Avenue Troy, New York 12180

More information

NOTICE OF PREPARATION OF AN ENVIRONMENTAL IMPACT REPORT

NOTICE OF PREPARATION OF AN ENVIRONMENTAL IMPACT REPORT Date: September 18, 2017 NOTICE OF PREPARATION OF AN ENVIRONMENTAL IMPACT REPORT To: Agencies and Interested Parties Lead Agency: Sacramento Municipal Utility District 6201 S Street, MS H201 Sacramento,

More information

SECTION 813 SEWER FLOW CONTROL

SECTION 813 SEWER FLOW CONTROL SECTION 813 SEWER FLOW CONTROL 813-1 DESCRIPTION: Sewer flow control is a set of methods to adjust the flow in the sewer system to allow for inspection, maintenance, repair or replacement. This is accomplished

More information

SECTION SITE PREPARATION. A. PART A and DIVISION 1 of PART B are hereby made a part of this SECTION.

SECTION SITE PREPARATION. A. PART A and DIVISION 1 of PART B are hereby made a part of this SECTION. SECTION 311000 PART 1 GENERAL 1.01 GENERAL REQUIREMENTS A. PART A and DIVISION 1 of PART B are hereby made a part of this SECTION. B. Examine all conditions as they exist at the project prior to submitting

More information

Machine Specification

Machine Specification Machine Specification Machine Type: 1230A 2 Component: 1x Base 1x Hardener Adhesive pump system Table of Contents 1230A Machine Specification ------------------------------------------------------------

More information

TABLE OF CONTENTS 4.17 UTILITIES AND SERVICE SYSTEMS...

TABLE OF CONTENTS 4.17 UTILITIES AND SERVICE SYSTEMS... TABLE OF CONTENTS 4.17 UTILITIES AND SERVICE SYSTEMS... 4.17-1 4.17.0 Introduction... 4.17-1 4.17.1 Methodology... 4.17-2 4.17.2 Existing Conditions... 4.17-2 4.17.3 Impacts... 4.17-4 4.17.4 Applicant-Proposed

More information

Re: Erosion Control Report and Drawings Requirements Accompanying Document

Re: Erosion Control Report and Drawings Requirements Accompanying Document Re: Erosion Control Report and Drawings Requirements Accompanying Document This document was created to help engineers and other design staff to better understand, meet and exceed the erosion control requirements

More information

For personal use only

For personal use only BALAMA PROJECT UPDATE AS AT MID MARCH 2017 BALAMA GRAPHITE PROJECT (100%) OPERATIONS UPDATE Commissioning remains on schedule for Q2 2017 Capital budget remains unchanged at US$193 million (plus US$7 million

More information

TCO Future Growth Project - Wellhead Pressure Management Project Construction Contractors Forum

TCO Future Growth Project - Wellhead Pressure Management Project Construction Contractors Forum TCO Future Growth Project - Wellhead Pressure Management Project Construction Contractors Forum FGP-WPMP Major Construction Scope Overview Jorge Calvo 30 January 2017 Atyrau, Kazakhstan Tengizchevroil

More information

Enclosure 23 Revised Invasive Species Plan

Enclosure 23 Revised Invasive Species Plan ROVER PIPELINE, PANHANDLE BACKHAUL, AND TRUNKLINE BACKHAUL PROJECTS Implementation Plan Enclosure 23 Revised February 2017 ROVER PIPELINE PROJECT ROVER PIPELINE LLC Rover Pipeline Project September 2016

More information

PERC-RITE DRIP DISPERSAL DESIGN SUBMITTAL American Manufacturing Company, Inc

PERC-RITE DRIP DISPERSAL DESIGN SUBMITTAL American Manufacturing Company, Inc PERC-RITE DRIP DISPERSAL DESIGN SUBMITTAL American Manufacturing Company, Inc. 1-800-345-3132 www.americanonsite.com ASD152-S122 ASD153-S124 ASD154-S124 ASD153-D124 ASD154-D124 2 ZONE DRIP W/ SIMPLEX 2

More information

.1 All equipment, controls and accessories to be compatible with system design, and matched to the steam boiler(s) by the boiler Manufacturer.

.1 All equipment, controls and accessories to be compatible with system design, and matched to the steam boiler(s) by the boiler Manufacturer. Construction of Sodium Hypochlorite and Chemical Storage Buildings Page 1 of 7 1. GENERAL 1.1 Scope.1 Boiler feed tank and pumps..2 Blowdown tanks..3 Water Softener System 1.2 Quality Assurance.1 All equipment,

More information

Subject Index. Assessed value rating, (2) Associations - see soil associations. oil and gas well resource production equipment,

Subject Index. Assessed value rating, (2) Associations - see soil associations. oil and gas well resource production equipment, A A-depth, 2.1.1 (1-2); 2.1.7 (1-6) A-horizon - see A-depth Age-life method calculation procedure, 3.1.8 (1) condition rating, 3.1.8 (5-6) Agricultural land agricultural land - mixed use, 1.1.4 (1) arable

More information

C. ASSE 1013 Performance Requirements for Reduced Pressure Principle Backflow Preventers.

C. ASSE 1013 Performance Requirements for Reduced Pressure Principle Backflow Preventers. PART 1: GENERAL 1.01 Purpose: A. This standard is intended to provide useful information to the Professional Service Provider (PSP) to establish a basis of design. The responsibility of the engineer is

More information

Chapter 3: Permit Procedures and Requirements

Chapter 3: Permit Procedures and Requirements Chapter 1: General Provisions 1 1 Short Title 1 2 Jurisdiction 1 3 Amendments and Revisions 1 4 Enforcement Responsibility 1 5 Review Process 1 6 Prior Approval 1 7 Relationship to Other Standards 1 8

More information

REVERSE OSMOSIS WATER TREATMENT

REVERSE OSMOSIS WATER TREATMENT REVERSE OSMOSIS WATER TREATMENT LTF 2, LTF 3 and LTF 4 SERIES RO SYSTEMS 14,400 TO 252,000 GALLONS PER DAY AND LARGER Lakeside Water for Affordable Pure Water Technology 1 P age Packaged Reverse Osmosis

More information

AP1000 European 9. Auxiliary Systems Design Control Document

AP1000 European 9. Auxiliary Systems Design Control Document 9.2 Water Systems 9.2.1 Service Water System The service water system (SWS) supplies cooling water to remove heat from the nonsafety-related component cooling water system (CCS) heat exchangers in the

More information

Constructability Guidelines

Constructability Guidelines Constructability Guidelines The Constructability Guidelines offer a list of items that should be considered by Constructability function personnel during the Concept Development Phase through the Final

More information

TABLE OF CONTENTS. Chapter 3 - WATER MAIN, VALVES, HYDRANTS AND APPURTENANCES. Chapter 4 - SANITARY SEWER. Chapter 5 - STORM SEWER

TABLE OF CONTENTS. Chapter 3 - WATER MAIN, VALVES, HYDRANTS AND APPURTENANCES. Chapter 4 - SANITARY SEWER. Chapter 5 - STORM SEWER Chapter 3 - WATER MAIN, VALVES, HYDRANTS AND APPURTENANCES Chapter 4 - SANITARY SEWER Chapter 5 - STORM SEWER Chapter 6 - EXCAVATION, TRENCING, BACKFILLING, AND BEDDING Chapter 11 - CONCRETE CURBS, CURB

More information

STORM WATER POLLUTION PREVENTION PLAN TEMPLATE

STORM WATER POLLUTION PREVENTION PLAN TEMPLATE STORM WATER POLLUTION PREVENTION PLAN TEMPLATE Cover Page Certifications Project, Owner, Operator, SWPPP Preparer, Date, Project Dates Signed by RIDOT (Owner) and CONTRACTOR (as Operator) of Contents Introduction

More information

Subsection or plan to be revised: 7-1, 7-8, , On page(s): 27-31(2006), 48-49(2003)

Subsection or plan to be revised: 7-1, 7-8, , On page(s): 27-31(2006), 48-49(2003) Proposed Revision To: Standard Specifications For Public Works Construction Standard Plans For Public Works Construction Public Works Standards, Inc. AGC Southern California Regional Office 1906 West Garvey

More information

GRADING, EROSION AND SEDIMENTATION CONTROL

GRADING, EROSION AND SEDIMENTATION CONTROL SECTION 500 GRADING, EROSION AND SEDIMENTATION CONTROL 501 Erosion and Sedimentation Control Plan All engineering plans for projects that propose to construct new, or modify existing drainage facilities,

More information

Geothermal Power Plant

Geothermal Power Plant Geothermal Power Plant The Tokyo Electric Power Co., Inc., Japan Hachijo-jima Geothermal Power Plant 3,300kW 0A3-E-009 Outline All equipment and system except for the civil work and geothermal wells were

More information

PART 1 GENERAL REQUIREMENTS

PART 1 GENERAL REQUIREMENTS PART 1 GENERAL REQUIREMENTS Contract Closeout Plan 110 Arrow diagram for project close-out...3 Erosion Control 121 Straw bale barrier... 5 122 Silt fence... 7 123 Diversion dike... 9 124 Inlet protection...

More information

CITY OF SOUTH LAKE TAHOE APPLICATION FOR ENCROACHMENT, EXCAVATION and GRADING WITHIN THE CITY RIGHT OF WAY

CITY OF SOUTH LAKE TAHOE APPLICATION FOR ENCROACHMENT, EXCAVATION and GRADING WITHIN THE CITY RIGHT OF WAY CITY OF SOUTH LAKE TAHOE APPLICATION FOR ENCROACHMENT, EXCAVATION and GRADING WITHIN THE CITY RIGHT OF WAY The Right-of-Way Encroachment, Excavation & Grading Permit issued by the Public Works Department

More information

2-16 EROSION, SEDIMENT & STORM WATER CONTROL REGULATIONS APPENDIX B1

2-16 EROSION, SEDIMENT & STORM WATER CONTROL REGULATIONS APPENDIX B1 2-16 EROSION, SEDIMENT & STORM WATER CONTROL REGULATIONS APPENDIX B1 There are three ways to accomplish urban soil erosion and sedimentation control: Allow erosion to take place and then control sediment

More information

SECTION 13 - EXISTING FACILITIES TABLE OF CONTENTS

SECTION 13 - EXISTING FACILITIES TABLE OF CONTENTS SECTION 13 - EXISTING FACILITIES TABLE OF CONTENTS Section Page 13-1 GENERAL... 13.1 13-1.01 Preservation of Property... 13.1 13-1.02 Overloading, Pavement Protection & Repair... 13.1 13-2 REMOVING EXISTING

More information

Storm Water Pollution Prevention Plan (SWP3) Checklist

Storm Water Pollution Prevention Plan (SWP3) Checklist . Summit Soil and Water Conservation District Storm Water Pollution Prevention Plan (SWP3) Checklist Modified from the Ohio EPA SWP3 Checklist (Revised January 2017) SITE NAME: REVIEWER: DATE RECEIVED:

More information

A. This section includes the requirements for the following chemical feed systems:

A. This section includes the requirements for the following chemical feed systems: SECTION 463654 - CHEMICAL FEED SYSTEMS PART 1 - GENERAL 1.1 SUMMARY A. This section includes the requirements for the following chemical feed systems: 1. Alum. B. This specification covers the supply,

More information

Section 208. SOIL EROSION AND SEDIMENTATION CONTROL

Section 208. SOIL EROSION AND SEDIMENTATION CONTROL 208.01 Section 208. SOIL EROSION AND SEDIMENTATION CONTROL 208.01. Description. This work consists of installing and maintaining erosion and sedimentation controls to minimize soil erosion and control

More information

APPROVED FOR ISSUANCE REFER TO ENCROACHMENT AND/OR CONSTRUCTION PERMIT AND PLAN COVER SHEET FOR SPECIAL CONDITIONS AND PERMIT NUMBERING

APPROVED FOR ISSUANCE REFER TO ENCROACHMENT AND/OR CONSTRUCTION PERMIT AND PLAN COVER SHEET FOR SPECIAL CONDITIONS AND PERMIT NUMBERING APPROVED FOR ISSUANCE REFER TO ENCROACHMENT AND/OR CONSTRUCTION PERMIT AND PLAN COVER FOR SPECIAL CONDITIONS AND PERMIT NUMBERING GENERAL NOTES: HOUSE GREEN HOUSE 1900 S. NORFOLK ST. SUITE 350 GARAGE GRADING

More information

6. Project Description

6. Project Description 6. Project Description As previously noted, the Project will supply electricity from the 500 kv system to the 230 kv system in order to replace the loss of the Pickering NGS (see Section 1.1 for the need

More information

SACHSE EROSION CONTROL GUIDELINES

SACHSE EROSION CONTROL GUIDELINES SACHSE EROSION CONTROL GUIDELINES Section I. Definitions The following words, terms, and phrases, when used in this guideline, shall have the meanings ascribed to them in this Section, except where the

More information

COLD WEATHER INSTALLATION NOTES Minimum construction techniques for all American Perc-Rite Drip systems in cold weather climates: Top feed manifolds should be used on all sites with a discernible slope

More information

legend. #1 is a gas relief valve? If so does Enbridge supply with station?

legend. #1 is a gas relief valve? If so does Enbridge supply with station? Michael Pacholok, Director Purchasing and Materials Management Division City Hall, 8 th Floor, West Tower 00 Queen Street West Toronto, Ontario M5H N Joanne Kehoe Manager Construction Services May 4, 06

More information

Building Better Storm Water Quality

Building Better Storm Water Quality Building Better Storm Water Quality s Storm Water Pollution Prevention Guidelines for Development Construction Projects City of El Segundo 350 Main Street (310) 524-2380 El Segundo, California 90245 Introduction

More information

Enbridge Site Plan Review Application Summary of Issues for Comstock Township Planning Commission

Enbridge Site Plan Review Application Summary of Issues for Comstock Township Planning Commission Enbridge Site Plan Review Application Summary of Issues for Comstock Township Planning Commission July 25, 2013 Comstock Township Planning Commission Meeting Background EPA Order - March 14, 2013 What

More information

An indicative program for works to be conducted within the Sydney Park construction compound is provided in Table 6-20.

An indicative program for works to be conducted within the Sydney Park construction compound is provided in Table 6-20. The land required for the Sydney Park construction compound would be used temporarily throughout construction only. The construction compound site would be rehabilitated at the completion of construction,

More information

Chapter 2 Worksheets for Commercial and Industrial Activities

Chapter 2 Worksheets for Commercial and Industrial Activities Chapter 2 Worksheets for Commercial and Industrial Activities This worksheet is designed for use by business and industry operators. Complete the entire worksheet by checking the appropriate boxes for

More information

BHS-FILTRATION INC. BHS VACUUM BELT FILTER, CANDLE & PRESSURE PLATE FILTER TECHNOLOGIES FOR BIO-ENERGY APPLICATIONS

BHS-FILTRATION INC. BHS VACUUM BELT FILTER, CANDLE & PRESSURE PLATE FILTER TECHNOLOGIES FOR BIO-ENERGY APPLICATIONS BHS-FILTRATION INC. BHS VACUUM BELT FILTER, CANDLE & PRESSURE PLATE FILTER TECHNOLOGIES FOR BIO-ENERGY APPLICATIONS 1. Crop Feedstocks for Bio-Ethanol 2. Cellulose Feedstocks for Bio-Ethanol 3. Wood Feedstocks

More information

VSD is a commercially proven technology for bitumen recovery that is used worldwide and in Western Canada by other operators.

VSD is a commercially proven technology for bitumen recovery that is used worldwide and in Western Canada by other operators. RECOVERY PROCESS Section 4.1 APPLICATION FOR APPROVAL OF THE CARMON CREEK PROJECT VOLUME 1: PROJECT DESCRIPTION SELECTED RECOVERY PROCESS 4.1.1 SELECTION BASIS Vertical steam drive (VSD), complemented

More information

Attachment D-1: Civil/Structural Scope of Work

Attachment D-1: Civil/Structural Scope of Work Attachment D-1: Civil/Structural Scope of Work Project: Location: Targa Sound Renewable Fuels Project Tacoma, WA Prepared by: NORWEST ENGINEERING Consulting Engineers 4110 N.E. 122 nd Avenue, Portland,

More information

Oweninny Wind Farm. Oweninny Environmental Impact Statement Appendix 5B

Oweninny Wind Farm. Oweninny Environmental Impact Statement Appendix 5B Oweninny Wind Farm Oweninny Environmental Impact Statement Appendix 5B Access Tracks, Hardstanding Areas, Electrical Compounds, Borrow Pit And Cable Laying Construction Method Statement Copyright ESB International

More information

Saudi Aramco General Bid Slates (GBS)

Saudi Aramco General Bid Slates (GBS) Saudi Aramco General Bid Slates (GBS) Copyright 2015, Saudi Aramco. All rights reserved. Agenda Saudi Aramco Contracting Strategy Saudi Aramco General Bid Slate (GBS) General Bid Slate Work Types 2 Saudi

More information

The following sub-systems are provided and the integration of these is described below:

The following sub-systems are provided and the integration of these is described below: The following sub-systems are provided and the integration of these is described below: Pretreatment Plant The Pretreatment Plant typically comprises an amine system for gas sweetening and a molecular

More information