Water Levels. LESSEE hereby waives any and all claims on the part of the LESSEE, which may arise or be incident to regulation of water levels associated with the Premises by the LESSOR and/or the U.S. Army Corps of Engineers, so long as such regulation is in accordance with the rules and regulations applicable thereto.
Water Levels. LESSEE hereby acknowledges that the level of the Jordan River may fluctuate either naturally or due to management activities of the State of Utah, and LESSEE covenants that its use of the permitted land will not limit or interfere with the state's activities or programs to control, influence or manage the bed of the Jordan River, including but not limited to the control or management of the level of the same. In connection with the DIVISION’s activities to control, influence or manage the bed of the Jordan River as described herein, the DIVISION agrees to coordinate and cooperate with LESSEE, including providing reasonable notice prior to any activity by the DIVISION that may impact LESSEE’s ability to use and divert its water rights for the reliable operation of the Xxxxxx Power Plant. The DIVISION agrees to conduct such activities in a manner that do not unreasonably interfere with LESSEE’s use of the water diversion structure and diversion of water to the Xxxxxx Power Plant, or to LESSEE’s water right number 59-704.
Water Levels. LESSEE hereby acknowledges that the level of the Green River may fluctuate either naturally or due to management activities of the State of Utah, and LESSEE covenants that its use of the permitted land will not limit or interfere with the state's activities or programs to control, influence or manage the bed of the Green River, including but not limited to the control or management of the level of the same.
Water Levels. Measuring Water Levels in Streams Spatial representativeness is crucial in the selection of monitoring sites for surface water gauges. In general, a sufficient number of gauging stations should be located along each main creek to permit interpolation of water level and discharge between the stations. Stream gauging stations should be located at: • The lower reaches of all major creeks, immediately upstream of the creeks mouth or where the creeks cross borders; • On major creeks near the confluence with significant tributaries; • On some smaller streams and tributaries; • On all major lakes and reservoirs, near their outlets, but sufficiently upstream to avoid the influence of drawdown; and • At major cities along the major creeks. Stream gauging sites should be located measure streamflow at the outlet of each Hydrologic Catalog Unit within the region. When possible, sites selected will measure streamflow from at least 90 percent of the basin area of each accounting unit. Measuring Water Levels in Streams To manage water resources for "in-stream" values and functions such as recreation, aesthetic enjoyment, and habitat for aquatic ecosystems, is important to measure the stages of streams in the region. Although ideal, it will be nearly impossible to restore all stream flows to pre-human conditions. Through environmental flow management, one can the mimic natural flow regimes in a creek, and provide cues for key life cycle events such as spawning and migration. Mimicking natural flow regimes in regulated streams can also rehabilitate and improve ecosystems. To determine environmental water demands, the basic network of hydrometric stations will consist of observation points on water courses with a natural regime, as well as with a regime modified by management activities. An adequate stream-gauging network should include (1) gauges that represent most of the region's principal watersheds, (2) various combinations of watershed size, land-use types, and physiography and geology of the State, and (3) gauges that are continuously operated for extended periods of time. It is vital that flows in the major streams be monitored over time. At least one stream gauge should be placed in each major stream in the region. A stream gauge network should equally gauge all sizes of streams6 in the region. Larger streams may need gauges in the upper portions of its watershed, or on its tributaries. There should be at least one stream gauge, mainstem or on tributaries, in each ...
Water Levels. It is critical that monitoring systems are properly designed. When establishing monitoring xxxxx it is important to review the distribution of the xxxxx with respect to the extent of the groundwater basin and the aquifer zones present in each main area. A proper distribution of xxxxx provides groundwater level data that represents natural static water levels that are not influenced by transient conditions. Measuring Groundwater Levels When establishing xxxxx for a water resources planning, it is important to consider the following: • Xxxxx included in a groundwater measuring program should be located evenly in a groundwater basin, both horizontally and vertically. • Selected xxxxx should not pump frequently. • Program xxxxx should not be within 1,000 feet of a high producing well. • Xxxxx should not be within 1,000 feet of other xxxxx that tap the same aquifer. • Two xxxxx that tap different aquifers may be located in close proximity to each other without producing redundant monitoring data. • There should be separate program xxxxx for basins that tap different aquifers. Monitoring well distribution should be based on population density and projected population growth, and on current and projected land use because of the greater well pumping impacts in these areas. Groundwater elevation contour maps are widely used in hydrogeologic studies and are used to determine groundwater flow direction and volumes of groundwater in storage. These maps require a minimum of three xxxxx (completed within the same aquifer). For smaller ground groundwater basins it may be unreasonable to have three xxxxx and just one well may suffice. Basins and areas within basins previously identified as having declining or rising water levels due to changes in land use should have xxxxx evenly located horizontally and vertically in a basin in order to map the changes of groundwater in storage in those areas. Water levels in each aquifer should be measured, particularly for aquifers that are used for water supplies. One, centrally located, well is acceptable for small groundwater basins if resources are limited, more might be appropriate for larger basins.
Water Levels. Declarant shall have the right to raise and lower the water levels of bodies of water contained within, or abutting, the Property; subject, however, to orders of the Board of Water Commissioners of the City of St. Xxxx, which has certain rights regarding said water levels which are recognized as superior to those of Declarant or other private corporations. All or portions of the Property may be subject to rights of the City of St. Xxxx and the Board of Water Commissioners of the City of St. Xxxx relative to flowage and water levels, and to easements for conduits and other works, and access for construction and maintenance of structures and clearance of weeds and obstructions, and for other purposes as provided in the following instrument: Deed and Agreement dated July 12, 1951, recorded in Book 1411 of Deeds, page 46.
Water Levels. Water levels are shown on the Contract Drawings for the general information and convenience of Tenderers and are based on published reports. Notwithstanding, the Tenderer's attention is drawn to the fact that water level oscillations of various durations and amplitudes are common on Lake Huron due to different natural causes. The Tenderer will obtain all the information on the water levels they deem necessary for their proper assessment of the effect the water levels may have on the work and its progress and completion. No claims or changes in the plans, arising out of variations in the water level during construction or out of the variation between the actual water levels and those shown on the drawings, will be allowed.
Water Levels. Water levels along the Rat and Burntwood Rivers for the existing conditions from the Notigi Control Structure to the City of Xxxxxxxx are shown in Schedule 4.7. The estimated open water levels for the proposed developed condition for the same route are also shown in Schedule 4.7.
