ECM DESCRIPTION Sample Clauses

ECM DESCRIPTION. For each ECM proposed, the contractor shall submit narrative information for items as applicable, in the format specified below: a. ECM Title b. ECM No. and narrative description c. Location affected d. Energy baseline e. ECM projected energy use and cost
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ECM DESCRIPTION. Retrofit existing lighting fixtures with new energy efficient lighting fixtures, install motion sensors and implement daylight harvesting where applicable 38% Heating Season Length [Weeks] * Percent of Heating Season [%] ** Fraction of Heat to be Made‐Up [%] Heating Season Length [Hours] * Fraction of the year representing the heating season, as there are times during the year when the building is neither heated nor cooled. ** Fraction of the lighting reduction that has to be made up by the heating system; a portion of the lighting heat is released at night plus interior zones will have limited heating loads 31%
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ECM DESCRIPTION. CM3 proposes to reuse the existing carbon dioxide sensor in the Return air plenum that will monitor the amount of CO2, which translates into the presence of people in that area. The CO2 sensors will modulate the outside and return air dampers to maintain a safe level of CO2 per ASHRAE standards. » Control programming for the requirements of this ECM » Commissioning of the new system. Currently two (2) condenser water pumps are running whenever the chillers are running even though most of the time only one chiller runs. There are three (3) 40 HP circulating pumps rated at 1200 GPM per pump with constant volume flow when the chillers are running. The water flows through both chillers even though only one is running. The existing butterfly valves will be automated to be both manual and automatic. These valves will close when the chillers are off and will open when the chiller is enabled to run. When one chiller is operating, only one pump will run. When two chillers are on, two pumps will run. The condenser water reset schedule will be revised to optimize savings from the chillers by resetting the condenser water temperature down during cooler months during the heating season. Both chillers will have the existing isolation valves modified with a new actuator. ▇▇▇.▇▇▇▇▇▇.▇▇▇ | 215.322.8400 | ▇▇▇ ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇▇ ▇▇▇▇▇▇▇▇▇▇, ▇▇ ▇▇▇▇▇ » DDC controls will be provided for each new control valve, the condenser water reset will increase or decrease the condenser water temperature by varying the VFD speed of the cooling tower fans. » The CWS reset schedule will be modified to optimize savings. The predominant lighting technology within the district is T8, with a mix of T5 technology in some of the schools. LED lighting has been implemented on a small scale. Typical classroom – 3 Lamp T8 Linear Direct Indirect The main lobby/hallways on each floor have narrow linear wrap fixture that a good portion of the fixtures are missing lenses. Gymnasium – Has multiple different LED retrofits and existing Metal Halide, all of which are providing different light levels
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Related to ECM DESCRIPTION

  • ITEM DESCRIPTION Equipment (include VIN, make, model, year, serial no., accessories, or other identifying features): 12. NO. OF OPERATORS PER SHIFT 13. HRLY/ DAILY/ MILEAGE SHIFT BASIS 14. SPECIAL 15. GUARANTEE (8 HOURS) Portable Toilet Rental – Serviced(Includes first day delivery/last day pickup and daily rental rate per unit) 1 $75 Daily Ea. Portable Toilet Rental – Unserviced(Rental only, no daily service call) 1 $45 Daily Ea. Accessible Portable Toilet Rental – Serviced(Includes first day delivery/last day pickup and daily rental rate per unit) 1 $95 Daily Ea. Accessible Portable Toilet Rental – Unserviced(Rental only, no daily service call) 1 $65 Daily Ea.

  • System Description The wet detention basin is designed to trap 80% of sediment in runoff and maintain pre-development downstream peak flows. The basin has two forebays (smaller ponds) located at the low end of two grass ▇▇▇▇▇▇. In addition to runoff conveyance, the grass ▇▇▇▇▇▇ also allow infiltration and filtering of pollutants, especially from smaller storms. The forebays are each 4 feet deep. They are connected to the main pool by 18 and 24-inch metal pipes that outlet onto a rock chute. The forebays will trap coarse sediments in runoff, such as road sands, thus reducing maintenance of the main basin. The main pool will trap the finer suspended sediment. To do this, the pond size, water level and outlet structures must be maintained as specified in this Agreement (see Figures 1, 2 and 3). The main basin receives runoff from a 67.1 acre drainage area (41.2 acres within the subdivision and 25.9 acres off- site drainage coming from the east). During high rainfall or snow melt events, the water level will temporarily rise and slowly drain down to the elevation of the control structure. The water level is controlled by a 12-inch concrete pipe extending through the berm in the northwest corner of the basin (see Figures 1 and 3). On the face of the 12- inch pipe, there is metal plate with a 3-inch drilled hole (orifice) with stone in front of it. This orifice controls the water level and causes the pond to temporarily rise during runoff events. Washed stone (1-2” diameter) is placed in front of the orifice to prevent clogging. High flows may enter the grated concrete riser or flow over the rock lined emergency spillway. “As-built” construction drawings of the basin, showing actual dimensions, elevations, outlet structures, etc. will be recorded as an addendum(s) to this agreement within 60 days after Waukesha County accepts verification of construction from the project engineer.

  • Task Description This task includes activities associated with permit-required monitoring conducted in accordance with the conditions specified by state or federal regulatory agencies. All monitoring tasks must be located within or adjacent to the Project area and follow the Department’s Regional Coastal Monitoring Program and FWC's marine turtle and shorebird monitoring programs. Guidance for monitoring of nearshore resources is available in the Department's Standard Operation Procedures For Nearshore Hardbottom Monitoring Of Beach Nourishment Projects. The Local Sponsor must submit work products directly to the appropriate state or federal regulatory agencies in accordance with permit conditions to be eligible for reimbursement under this task, unless otherwise directed.

  • Program Description The employer agrees to provide a vision benefit to eligible employees and dependents. The vision benefit provided by the State shall have an employee co-payment of $10 for the comprehensive annual eye examination and $25 for materials.

  • Work Description T-804 Opening Roads - Removal of closure devices, cleaning ditches, removing berms, and blading the traveled-way T-811 Closing Roads - Entrance treatment for 150' cross-rip; debris block (slash, earth, berm, rocks, etc.) + seed + water bar T-811 Closing Roads - Water bar frequency per BMPs for remainder of road T-811 Closing Roads - Engineering Rep. or Construction Inspector must be notified prior to performing closeout 9314A Single Lane / Level 1 NFSR 9314 0.00 END 0.20