Surface Water Resources Sample Clauses

Surface Water Resources. ‌ Halls Pond is a surface water feature located immediately north of the Project ROW at Hempstead Avenue between the intersections of Nassau Boulevard [west] and Eagle Avenue [east]). The pond is classified as PUBHx (Palustrine, Unconsolidated Bottom, Permanently Flooded, Excavated) on U.S. Fish & Wildlife Service (“USFWS”) National Wetland Inventory (“NWI”) Maps. The waterbody draining Halls Pond, known as Pines Stream, flows under Hempstead Avenue within a concrete-lined culvert with a riprap stream bed. The Project will cross Pines Stream at this location. The duct bank will be installed across Pines Stream along a route adjacent to and approximately parallel to Hempstead Avenue using open cut trenching methods at a minimum 48-inch depth of burial. A site-specific erosion and sediment control plan has been prepared for the crossing of Pines Stream and is depicted on the Plan and Profile Drawings. A description of the construction sequencing, as well as a Contingency Plan, are provided in Section 6.16.
AutoNDA by SimpleDocs
Surface Water Resources. Affected Environment Regional Surface Water Features Sacramento River The Sacramento River is located approximately 0.6 mile east of the eastern boundary of Xxxxxxx Ranch (See Exhibit 2-3). The Sacramento River is approximately 400 miles long and generally flows in a north to south direction through the northern Central Valley of California, between the Pacific Coast Ranges and the Sierra Nevada. The chief tributaries to the Sacramento River are the Pit, Feather, XxXxxxx and American rivers. The Sacramento River Basin produces about two-thirds of the surface water supply of the Central Valley. Average annual runoff is approximately 22.4 million af (USGS 2009, p. 3). The most intensive runoff originates in the upper watershed of the Sacramento River upstream of Lake Shasta (approximately 145 miles north of Xxxxxxx Ranch) and on the waterways originating on the west slope of the Sierra Nevada and Cascade Mountains. Average daily discharge (between 1949 and 2009) of the Sacramento River is 23,490 cubic feet per second (cfs) (USGS 2009, p. 3). The American River joins the Sacramento River approximately 3 miles downstream of Xxxxxxx Ranch, immediately north of the City of Sacramento. The Sacramento River continues south to the Sacramento-San Joaquin River Delta, where it commingles with flows from other eastside waterways, flows from the San Joaquin River basin, and tidal water from the San Francisco Bay. Currently, Xxxxxxx Ranch receives surface water from the Sacramento River via a surface water pumping station located just north of the I-5 river crossing. Diversions from the Sacramento River by CPG during 2009 totaled 46,634 af. During the critical months (July through September) of 2009, which was a Term 91 period, CPG fully exercised its maximum allowable quantity by diverting 13,452 af (its maximum Sacramento River water right) and purchasing an additional 874 af from another Central Valley Project (CVP) contractor.

Related to Surface Water Resources

  • Water Resources Four (4) Union Stewards unless the unit falls below sixty (60) employees and then not more than two (2) Union Stewards.

  • Engineer Resources The Engineer shall furnish and maintain quarters for the performance of all services, in addition to providing adequate and sufficient personnel and equipment to perform the services required under the contract. The Engineer certifies that it presently has adequate qualified personnel in its employment for performance of the services required under this contract, or it will be able to obtain such personnel from sources other than the State.

  • Electric Storage Resources Developer interconnecting an electric storage resource shall establish an operating range in Appendix C of its LGIA that specifies a minimum state of charge and a maximum state of charge between which the electric storage resource will be required to provide primary frequency response consistent with the conditions set forth in Articles 9.5.5, 9.5.5.1, 9.5.5.2, and 9.5.5.3 of this Agreement. Appendix C shall specify whether the operating range is static or dynamic, and shall consider (1) the expected magnitude of frequency deviations in the interconnection; (2) the expected duration that system frequency will remain outside of the deadband parameter in the interconnection; (3) the expected incidence of frequency deviations outside of the deadband parameter in the interconnection; (4) the physical capabilities of the electric storage resource; (5) operational limitations of the electric storage resources due to manufacturer specification; and (6) any other relevant factors agreed to by the NYISO, Connecting Transmission Owner, and Developer. If the operating range is dynamic, then Appendix C must establish how frequently the operating range will be reevaluated and the factors that may be considered during its reevaluation. Developer’s electric storage resource is required to provide timely and sustained primary frequency response consistent with Article 9.5.5.2 of this Agreement when it is online and dispatched to inject electricity to the New York State Transmission System and/or receive electricity from the New York State Transmission System. This excludes circumstances when the electric storage resource is not dispatched to inject electricity to the New York State Transmission System and/or dispatched to receive electricity from the New York State Transmission System. If Developer’s electric storage resource is charging at the time of a frequency deviation outside of its deadband parameter, it is to increase (for over-frequency deviations) or decrease (for under-frequency deviations) the rate at which it is charging in accordance with its droop parameter. Developer’s electric storage resource is not required to change from charging to discharging, or vice versa, unless the response necessitated by the droop and deadband settings requires it to do so and it is technically capable of making such a transition.

  • Energy Resource Interconnection Service (ER Interconnection Service).

  • Natural Resources Protecting America’s great outdoors and natural resources.

  • Additional Resources The WLSC may establish workgroups that include other department representatives and/or subject matter experts. These subcommittees will conform with rules established by the WLSC.

  • Stormwater Management The Owner agrees that stormwater management measures shall be applicable to the development of the Lands, in a manner which is in accordance with the provisions of The Drainage Act, R.S.O. 1990, c.D.17 and amendments thereto, and to the satisfaction of the Municipality's Engineer.

  • PROJECT FINANCIAL RESOURCES i) Local In-kind Contributions $0 ii) Local Public Revenues $213,383 iii) Local Private Revenues $0 iv) Other Public Revenues: - ODOT/FHWA $0 - OEPA $0 - OWDA $0 - CDBG $0 - Other $0 SUBTOTAL $213,383 v) OPWC Funds: $213,383 SUBTOTAL $213,383 TOTAL FINANCIAL RESOURCES $426,766

Time is Money Join Law Insider Premium to draft better contracts faster.