Hydrogeology Sample Clauses

Hydrogeology. The Santa Xxxxx Valley Basin is a large, northwest trending structural depression between the San Andreas and Hayward faults. The valley is bordered on the west by the Santa Xxxx Mountains and on the east by the Diablo Range. Regionally, the Santa Xxxxx Valley contains up to 1,500 feet of interbedded alluvial, fluvial, and estuarine deposits (Tetra Tech,1998a). The shallow aquifer (upper 250 feet) is subdivided into the A, B, and C aquifers. The A aquifer consists of sands and gravels found between depths of approximately 5 and 60 feet below ground surface (“bgs”). It is divided into the Al- and A2- aquifer zones by a discontinuous low-permeability horizon (A1/A2 aquitard) located between approximately 25 and 30 feet (Tetra Tech, ). In general, the groundwater flow direction in the A aquifer is toward San Francisco Bay (north) with a horizontal gradient of 0.004 to 0.005 feet per foot (ft/ft). Vertical gradients between the Al- and A2- aquifer zones are weak and locally variable. Depth to groundwater ranges from 5 to 12 feet bgs (Tetra Tech, 1998a). The A/B aquitard is a 5-7 foot thick clay zone encountered between the depths of approximately 65 to 70 feet bgs and may be locally continuous under the western portion of ARC (PRC, 1996). The B aquifer (70-120 feet bgs) includes permeable deposits characterized by interbedded fine- to medium-grained sands, and clayey sands. Significant upward vertical gradients exist between the B aquifer and the overlying A2-aquifer in the ARC. A laterally extensive clay aquitard (B/C aquitard) effectively isolates the C aquifer (160 to 250 feet below ground surface) (Tetra Tech, 1998a). The MEW Companies interpret the hydrogeology of the Site differently from the description above. Specifically, they refer to the A2-aquifer zone as the B1-aquifer zone and thus interpret the B aquifer as extending from approximately 30 to 120 feet bgs.
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Hydrogeology. Within the northern Santa Xxxxx Valley groundwater basin, watershed boundaries are defined by drainage divides in the Santa Xxxx Mountains and Diablo Range. The contact between the bedrock and Quaternary alluvium defines the extent of the groundwater basin (Tetra Tech, 1998c). Regionally, the Quaternary water-bearing deposits are divided into a deep, confined aquifer, and a shallow, unconfined aquifer based on the extent of a regional confining layer (Tetra Tech, 1998c). Four regional subdivisions of the upper 250 feet of Quaternary sediments are as follows: • Holocene (Recent Interglacial Period) alluvium (A Aquifer zone) • Late Pleistocene (Wisconsinan Glacial Period) alluvium (B aquifer zone) • Late Pleistocene (Sangamon) Interglacial deposits (B/C acquitard) • Pleistocene (Illinoian Glacial Period) alluvium (C aquifer zone). The shallow aquifer (upper 250 feet) is subdivided into the A, B, and C aquifers. A laterally extensive clay aquitard (B/C aquitard) effectively isolates the C aquifer (160 to 250 feet below ground surface [bgs]) from the upper aquifers. The A/B aquitard may be locally discontinuous. The remaining discussion focuses on the A aquifer zones beneath the NRP because the aquifer is most accessible and likely to be impacted by contamination and because of the relative lack of contamination in the deeper aquifers. The A aquifer extends from a depth of 5 to 65 feet bgs at the western side of Xxxxxxx Field. The A aquifer is divided into the Al- and A2- aquifer zones by a discontinuous, low-penneability horizon (A1/A2 aquitard) located between 25 and 30 feet bgs (Tetra Tech, 1998a). The aquifer consists of sands and gravels with gravel comprising 20 to 90 percent of the coarse material. In general, groundwater flow is toward San Francisco Bay (north) with a horizontal gradient of 0.004 to 0.005 feet per feet (ft/ft) (PRC, 1996). Depth to groundwater ranges from 5 to 12 feet bgs (Tetra Tech, 1998a)
Hydrogeology. Describe the regional and site specific hydrogeologic setting including any information concerning local aquifers, ground water levels, gradients, flow direction, hydraulic conductivity, and velocity. Include potentiometric surface contour maps. Describe the beneficial uses of the ground water (e.g., drinking water supply, agricultural water supply, etc.). Plot ground water elevations on the geologic cross-sections and indicate ground water flow directions and likely contaminant pathways. Describe temporal variations (seasonal and historical).
Hydrogeology. Based upon a review of local topography and physiographic information, groundwater is at or just above the water level of the Ohio River, and will fluctuate with the water level in the river. The groundwater flow direction is towards the Ohio River, and also with a westward component, with the flow direction of the Ohio River. The Ohio River is one quarter mile south of the INDOT excess properties. Pigeon Creek runs north to south and passes just west of the project area boundary.‌
Hydrogeology. The main San Xxxxxxx Basin comprises approximately 167 square miles of water -bearing valley land. The maximum depth of alluvial fill is unknown, although it is expected to be between 2,000 and 4,000 feet. The estimated total storage capacity of the main San Xxxxxxx Basin is 10.44 million acre -feet; however, because of the great depth of the basin and the subsequent inaccessibility of much of the groundwater, the available supply of the basin is much less. The majority of natural inflow to the main Xx x Xxxxxxx Basin is in the form of surface water, originating as precipitation and entering through stream channels or as overland flow. Subsurface flow crosses into the SGV from the Xxxxxxx Ground Water Basin, across the Xxxxxxx fault on the northwest , and from the Chino Groundwater Basin on the east.
Hydrogeology. The groundwater system in the pit area is highly complex and includes flows derived from rainfall infiltration into the upper regions of the caldera, sea water intrusions and erratic high pressure areas caused by volcanic activity. An extensive system of depressurizing, dewatering and cooling water/steam wxxxx exist in and around the pit.

Related to Hydrogeology

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  • Engineering Forest Service completed survey and design for Specified Roads prior to timber sale advertisement, unless otherwise shown in A8 or Purchaser survey and design are specified in A7. On those roads for which Forest Service completes the design during the contract, the design quantities shall be used as the basis for revising estimated costs stated in the Schedule of Items and adjusting Timber Sale Account. (a) A7 to show Purchaser’s performance responsibility. (b) The Schedule of Items to include costs of survey and design, as provided under B5.24, and adjust Timber Sale Account, as provided in B5.

  • Sampling The Licensee agrees that the Composition is purchased as a “Work Made for Hire” whereby the clearing of any sampled materials is the responsibility of Licensee.

  • Laboratory a. Drug tests shall be conducted by laboratories licensed and approved by SAMSHA which comply with the American Occupational Medical Association (AOMA) ethical standards. Upon advance notice, the parties retain the right to inspect the laboratory to determine conformity with the standards described in this policy. The laboratory will only test for drugs identified in this policy. The City shall bear the cost of all required testing unless otherwise specified herein. b. Tests for all controlled substances, except alcohol, shall be by oral fluid testing and shall consist of two procedures, a screen test and, if that is positive, a confirmation test. c. To be considered positive for reporting by the laboratory to the City, both samples must be tested separately in separate batches and must also show positive results on the confirmatory test. d. In the event of a positive test, the testing laboratory will perform an automatic confirmation test on the original specimen at no cost to the Covered Employee. In addition, the testing laboratory shall preserve a sufficient specimen to permit an independent re-testing at the Covered Employee’s request and expense. The same, or any other, approved laboratory may conduct re-tests. The laboratory shall endeavor to notify the designated MRO of positive drug, alcohol, or adulterant tests results within five (5) working days after receipt of the specimen.

  • Reverse Engineering The Customer must not reverse assemble or reverse compile or directly or indirectly allow or cause a third party to reverse assemble or reverse compile the whole or any part of the software or any products supplied as a part of the Licensed System.

  • Groundwater Any water, except capillary moisture, beneath the land surface or beneath the bed of any stream, lake, reservoir or other body of surface water within the boundaries of this state, whatever may be the geologic formation or structure in which such water stands, flows, percolates, or otherwise moves.

  • Geotechnical Investigation Perform in accordance with the City Design Manual and other City requirements as designated in writing by the Director.

  • Testing Landlord shall have the right to conduct annual tests of the Premises to determine whether any contamination of the Premises or the Project has occurred as a result of Tenant’s use. Tenant shall be required to pay the cost of such annual test of the Premises; provided, however, that if Tenant conducts its own tests of the Premises using third party contractors and test procedures acceptable to Landlord which tests are certified to Landlord, Landlord shall accept such tests in lieu of the annual tests to be paid for by Tenant. In addition, at any time, and from time to time, prior to the expiration or earlier termination of the Term, Landlord shall have the right to conduct appropriate tests of the Premises and the Project to determine if contamination has occurred as a result of Tenant’s use of the Premises. In connection with such testing, upon the request of Landlord, Tenant shall deliver to Landlord or its consultant such non-proprietary information concerning the use of Hazardous Materials in or about the Premises by Tenant or any Tenant Party. If contamination has occurred for which Tenant is liable under this Section 30, Tenant shall pay all costs to conduct such tests. If no such contamination is found, Landlord shall pay the costs of such tests (which shall not constitute an Operating Expense). Landlord shall provide Tenant with a copy of all third party, non-confidential reports and tests of the Premises made by or on behalf of Landlord during the Term without representation or warranty and subject to a confidentiality agreement. Tenant shall, at its sole cost and expense, promptly and satisfactorily remediate any environmental conditions identified by such testing in accordance with all Environmental Requirements. Landlord’s receipt of or satisfaction with any environmental assessment in no way waives any rights which Landlord may have against Tenant.

  • Topographic Survey The Professional shall obtain a topographic and utility survey as described below. 4.1.1. The Professional shall tie in all existing surface topographic features and structures within the survey limits shown in Figure 1. This survey shall include: tops of curbs, edges of pavement, pavement materials, driveways, sidewalks, retaining walls, drainage structures (top, edges and flow line), channels and drainage ways (tops, toes and flow line), manholes (rim, flow lines and diameters of pipes, type of material and photographs of the inside of manholes and drainage structures), including the same survey data for upstream and downstream manholes and structures that are outside of the survey limits for all gravity wastewater and drainage lines within the survey limits. Visible valves, meters, clean-outs, slabs, utility signs, utility poles and structures, fences, landscaping features, shrubbery, trees (including the approximate drip-line), tree canopies, buildings (edges within the survey limits) mailboxes, etc. Trees shall be tagged and tabulated by size and species specific in compliance with the City of New Braunfels Tree Preservation ordinance as defined in the City of New Braunfels Zoning Ordinance Chapter 5.3- 5i. The survey limits shall extend approximately 100 feet on intersecting streets. The Professional shall provide sufficient ground shots to create one (1) foot contours for the Project. 4.1.2. The Professional shall conduct a utility survey and locate existing utilities within the Project boundary in Figure 1. The Professional shall contact all utility service providers by calling Texas 811 and the NBU Project Manager to coordinate flagging of existing franchise utilities. The Professional shall request drawings of existing agency and municipal owned utilities and shall include locations of these utilities in the survey. The Professional shall tie in the locations of the discovered utilities on the survey. The Professional shall bear all costs for the Services associated with utility locates. 4.1.3. The Professional shall locate up to ten (10) geotechnical borings and tie them in to the Project survey. 4.1.4. The Professional shall set and install control points and/or benchmarks as required for the survey work (minimum 1-foot intervals). The Professional shall provide horizontal and vertical coordinates of the benchmarks in the required coordinate system and datum and show the benchmarks on the survey drawing. 4.1.5. The Professional shall research and review adjoining plats and deeds along the survey corridor. The Professional shall locate property corners and identify existing right of way (“ROW”), along the survey corridor, based on found monuments and record documents.

  • Calibration The comparison of a measurement system or device of unverified accuracy with a measurement system of known and greater accuracy to detect deviation of the unverified measurement system from required performance specifications (of the unverified measurement system or device) and to quantify all measured values to applicable units of the international system of units.

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