Description of Water Rights Sample Clauses

Description of Water Rights. Permittee uses a combination of water sources for irrigation. They have property within the Grenada Irrigation District and the Shasta River Water Association and receive water from both districts. Shasta River Water Association delivers approximately 5 to 7 cfs for 125 hours every three weeks. Grenada Irrigation District (GID) delivers approximately 7 cfs for 135 hours of water every three weeks when GID is diverting. Permittee also has several groundwater xxxxx they use as a source of irrigation water to run sprinkler systems on the Enrolled Property. Figure 2 shows irrigated acreage. Figure 1. Covered Area.‌‌‌
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Description of Water Rights. HVR uses a combination of water sources for irrigation, all referenced in Table 1 and shown on Figure 2. There are two springs located adjacent to the Shasta River, near the south Enrolled Property boundary, referred to as the “Pond Springs”. These two springs are included in the Shasta River Decree, listed as diversion numbers 160 and 161, with a combine adjudicated amount of 0.25 cfs between March 1 and November 1 and 0.1 cfs between November 1 and March 1 for stock water. HVR also files Statements of Water Use with the State Water Resources Control Board on these springs (Appendix B) for the riparian use of this water over the adjudicated amount. The Electronic Water Rights Information Management System (eWRIMS) numbers for HVR are S023705 and S023706 and HVR’s Statements of Water Use, which indicate a combined use of 4 cubic feet per second (cfs) for diversion numbers 160 and 161, which is the full capacity of the infrastructure, as referenced in Table 1. HVR also has a spring/seep located up gradient from the previously described adjudicated springs, referred to as the “Upslope Spring”. Currently, this spring flows directly into the Enrolled Property’s irrigation system and is not currently connected to the river, its flow is inconsistent and its discharge is heavily dependent upon water year type, snow pack and storage elevation in Xxxxxxxx Reservoir (Lake Shastina). In 2017 the spring water production was monitored, up to 6 cfs of spring water was utilized for irrigation use and up to 8 cfs of spring water was released to the river. The use of this spring has been considered a riparian use and reported on water use statements under eWRIMS number S024837, as referenced in Table 1 The HVR has a prior right of 464 acre-feet stored in Xxxxxxxx under diversion #158 and they can take this water between March 1 and November 1 until their storage right is depleted. The prior right is delivered by Montague Water Conservation District (MWCD) via the cross canal to the Shasta River, historically diverted at a rate of 2 cfs or less and also has a winter right from diversion 158 of 0.5 cfs. HVR diverts prior right water from the Shasta River approximately 4,000-feet downstream from MWCD main canal. This point of diversion is located on a neighboring property, approximately 1 mile upstream from the HVR southern property boundary and conveyed to HVR by a combination of open ditch and pipeline. The diversion structure and the conveyance is essential infrastructure ...
Description of Water Rights. Based on the Shasta River Adjudication Proceedings Judgement and Decree – No 7035 (1932),the Permittee is authorized to divert a maximum combined adjudicated water rights in the amount of 18.11 cubic feet per second (cfs). Information related to the various water rights located on BSRWA is presented in Table 1. Figures 2 shows the BSRWA’s place of use as stipulated in the Shasta River Decree (1932), the Department of Water Resources (DWR) irrigated acreage coverage, and water diversion locations. Prior to the 2009 acquisition of BSRWA by TNC, 1,182 acres were irrigated and all of the water rights were exercised. TNC reduced the number of irrigated acres and the overall diversion rate down to 200 acres and 2.3 cfs respectively. In addition, TNC developed and recorded with the State Water Resources Conservation Board (SWRCB) a California Water Code (CWC) Section 1707 discretionary dedication to allow the consumed portion of the water rights to be preserved instream. The Permittee may only continue to irrigate pursuant to the conditions described in section E.1.a.
Description of Water Rights. The Enrolled Property uses a combination of water sources for irrigation. The ranch has a total of 19 distinct water rights identified in the Shasta River Adjudication that either divert from Parks Creek or Spring Creek as shown on Table 2. Over time, points of diversion were combined into seven points of diversion on Parks Creek and two points of diversion on Spring Creek. Decreed Livestock watering (winter) rights are 5.65 cfs for Parks Creek Ranch. The Permittee is seeking inclusion of the seven active points of diversion on Parks Creek and three active points of diversion on the Spring Creek system. Specific to Parks Creek there are currently 18.65 cfs of irrigation rights from seven active points of diversion and 2.0 cfs of additional rights are identified for the two active points of diversion on Spring Creek, which were combined from eight rights identified in the Shasta River Decree. Parks Creek is a snowmelt system and typically has a prolonged low flow condition (from 7/15-10/1) where available flow does not fulfill the identified water rights. In fact, the base flow condition typically cannot meet the Enrolled Property’s first priority right of 6.00 cfs, for approximately 90 days from late July through September, regardless of water year type. 182=PCR #1/ 188,189,190,192,194 =PCR#2 6.0 PCR-1 and/or PCR-2 324.2 183 #Xxxxx-Xxxxxx 5.3* * 1.2 cfs of 2nd priority, 4.1 cfs of 23rd priority Xxxxx-Xxxxxx (Parks Diversion) 488.1 206,208,209,210,212 #3 4.00 PCR 3-3 3/1-10/31 175.1 244 * Per language from Decree Table DWR regarding “Xxxxx Agreement” for Xxxxx-Xxxxxx right. “Tract 87 can use the Yreka Ditch (Diversion #183) to convey 1.00 of 1.20 cfs 2nd priority and 4.10 of 4.10 cfs 23rd priority summer period water rights until July 10th only. Tract 87 can use the Yreka Ditch the entire year to convey 0.20 cfs. See “Xxxxx Agreement” dated 11/7/1905, recorded in Siskiyou County Book of Deeds, Volume 71, and Page 529.” 182 6.00 6.00 324.20 183 5.30 5.30 488.10 206 0.70 0.70 30.80 208 0.80 0.80 37.60 209 1.05 1.05 41.80 210 0.75 0.75 33.30 211 0.25 0.25 5.50 212 0.70 0.70 31.60 213 0.25 0.25 8.00 219 0.60 0.60 22.10 220 0.25 0.25 2.90 Total 6.00 5.30 4.00 0.25 0.25 0.85 16.65 1,025.90 Diversions#193,195,196,197, 201,202,204, 205 2.00 CFS 3/1-10/31 139.4 Acres Irrigated Diversion 195 0.15 CFS 11/1 - 2/28 Stock water Current Diversion Location PCR #1/#2 Xxxxx- Xxxxxx PCR #3 PCR #4 PCR #5 PCR #6 Total CFS 182 -Xxxxx Xx 1.00 1.00 183 2.05 2.05 208 0.75 0.75 209 ...
Description of Water Rights. The North Boulder Farmers Ditch Company is a mutual ditch company with 5,712 shares of stock outstanding. The North Boulder Farmers Ditch Company operates the North Boulder Farmers Ditch. The following water rights are decreed to the North Boulder Farmers Ditch: a. Dates, Case Nos., and Court for Previous Decrees: June 2, 1882, Original Adjudication of Water Rights in Water District 6, District Court in and for Boulder County; June 9, 1914, Case No. 6582, District Court in and for Boulder County.

Related to Description of Water Rights

  • Water Rights Water rights and/or water shares used in connection with the Property;

  • General Description of Services The A-E will be contacted by County Project Management staff on an “as-needed” basis as projects arise to provide A-E for professional services. Requirements will be discussed by both Parties and A-E shall prepare a written Scope Statement that will include the specific work to be performed, including the costs and time required to complete the project/task. Orange County Project Management staff will then review the A-E’s Scope Statement, proceed with negotiation of task costs and when satisfied, issue a Contract Task Order (“CTO”) against this Contract. The A-E shall serve as lead of a design team that may include other construction design professionals working together to ensure that the original design is carried through to the finished product, with no alterations in materials or design that would lead to safety issues or compromise the quality of the building or building component. Other team members who may be retained by the lead to support a project as a consultant may include but are not limited to landscape architects, lighting designers, data consultants, security consultants, controls engineers, commissioning consultants, traffic engineers, surveyors, estimators, special inspection, etc. The A-E shall be responsible for the preparation of comprehensive building assessments, designs, drawings, specifications, cost estimates, and reports within the scope of the CTO. In the preparation of construction drawings and specification, the A-E shall also responsible for: A. Obtaining data by reviewing record drawings, visiting the site of the construction and by conferences with the User/Client and facility maintenance staff or by other actions as necessary to develop the design; B. Checking of shop drawings, submittals, materials and other data submitted by the Construction Contractor for approval; C. Furnishing consultation and advice to County to clarify the intent of the drawings and specifications and on questions that may arise during the construction of the project; D. Space planning, programming and code compliance review and upgrades; E. The meeting of submittal dates included in the Scope Statement of the Contract Task Order, including the work of consultants; F. Coordination with various agencies having authority of jurisdiction for planning services, entitlement, fire life safety, CEQA, ADA, etc.; G. Construction administration services, testing and commissioning; H. Close out services, as-built plans, material lists, project acceptance, etc. I. The coordination of the various elements of the design to assure compatibility of architectural, structural, electrical, mechanical/plumbing, and other design features; J. Other services as specifically included in the Contract Task Order related to project Initiation, Planning/Design, Bid/Award, Construction and Closeout. The A-E shall restrict themselves to the Scope Statement of the Contract Task Order. Any changes in the Scope Statement shall require prior written authorization by County.

  • Work Description T-804 Opening Roads - Removal of closure devices, cleaning ditches, removing berms, and blading the traveled-way 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 76A Single Lane / Level 1 76 0.00 Ending 0.70

  • PROPERTY DESCRIPTION The undersigned Xxxxxxxxx agrees to purchase from the undersigned owner (seller) through Ohio Real Estate Auctions, County, OH and known as

  • General Description Employer shall provide Employee with the compensation, incentives, benefits, and business expense reimbursement specified elsewhere in this agreement.

  • Description of Services A description of Google Workspace for Education Service provided by Google is set forth in the Services Summary located at xxxxx://xxxxxxxxx.xxxxxx.xxx/terms/user_features.html.

  • Description of Deliverables The Contractor shall Perform as set forth in Exhibit A.

  • Topic Description Remedies Xxxxxx Mae may seek immediate equitable relief to enjoin any unauthorized use or disclosure of Confidential Information, in addition to all other rights and remedies it may have at law or otherwise. Exclusions The obligations in this section do not apply to information that is or becomes public through no fault of Licensee, was previously known or is disclosed to Licensee free of any obligation to keep it confidential or is independently developed by Licensee without reference or access to the Confidential Information. Disclosure required by applicable law The restrictions on disclosure to a third party do not apply to the extent Licensee is required to disclose the Confidential Information by applicable law, provided that Licensee:  uses all reasonable efforts to give Xxxxxx Xxx notice at least ten business days prior to such disclosure, and  discloses only that portion of the Confidential Information that Licensee’s legal counsel determines is legally required to be furnished, and requests that the information remain confidential. This notice requirement is waived if Licensee is required by law to disclose in confidence confidential information in response to a request from a governmental agency, regulator or self‐regulatory authority that has authority to regulate or oversee Xxxxxx Mae’s business (including bank examiners, securities examiners, and regulators’ inspector general offices), so long as Licensee formally requests that the Confidential Information be treated in confidence and exempt from FOIA and other open records laws requests. Xxxxxx Xxx may remove from Xxxxxx Mae’s systems any material transmitted by Licensee that Xxxxxx Xxx determines is in violation of law or the Agreement or that Xxxxxx Mae determines may lead to a Performance Incident or Data Breach. Xxxxxx Xxx has no obligation to remove, screen, police, edit or monitor any data or other material generated by Licensee or its Related Parties. Licensee may provide feedback in connection with a new process, technology, technology upgrade, or service offering yet to be released into production by Xxxxxx Mae. The feedback may include comments and recommendations. When Licensee provides such feedback, it grants Xxxxxx Xxx an unlimited, worldwide, perpetual, and irrevocable license under Licensee’s intellectual property rights, without duty to account, to disclose, incorporate, practice, deploy, or adapt such feedback. Xxxxxx Mae may at times share loan quality and loan performance data and other NPI with Licensee in compliance with permitted purposes outlined in the Gramm‐Xxxxx‐Xxxxxx Act and other applicable privacy laws. Licensee must use such data only for those limited permitted purposes.

  • Description of Units Subject to the terms hereof the Fund proposes to issue and to offer for sale an aggregate of 15,000,000 of its limited liability company member units (the “Units”), at a price of $10 per Unit through you and those licensed brokers, if any, designated by you.

  • 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 xxxxxx. In addition to runoff conveyance, the grass xxxxxx 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 [Municipality Name] accepts verification of construction from the project engineer.

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