Surface Water Monitoring Sample Clauses

The Surface Water Monitoring clause establishes requirements for observing and recording the quality and quantity of surface water at a project site. Typically, this involves regular sampling and analysis of water bodies such as rivers, lakes, or streams that may be affected by construction or operational activities, with results reported to relevant authorities or stakeholders. The core function of this clause is to ensure compliance with environmental regulations and to detect any potential contamination or adverse impacts on local water resources, thereby protecting the environment and public health.
Surface Water Monitoring professional engineer will perform all hydrologic modeling on site and set the surface water gauges and ▇▇▇▇▇ at locations as outlined in the mitigation instrument, these will be monitored continuously as per the instrument. A certified professional engineer will also supervise the installation of groundwater ▇▇▇▇▇ and the complete monthly monitoring. In conjunction with the vegetative monitoring and interpretation of quantitative and qualitative data, the gauges and ▇▇▇▇▇ will be used to interpret the invert elevation being tested at the stoplog weirs, in order to fine tune the final elevation at which they will be set to best restore and maintain the intended ecological conditions. The stop logs may need to be removed periodically to allow the site to dry down for prescribed burn implementation or other access as needed. The drawdown is only intended long enough to allow for the prescribed burn. The hydrologist will also place gauges in the permanent transects to measure groundwater in the soils. These are not required as per the permit.
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Surface Water Monitoring. The Company shall use all reasonable means to operate the Landfill to ensure protection of groundwater and surface waters. The Company shall be responsible for surface water monitoring. Surface water monitoring will be done at Permit- designated locations in accordance with the NPDES storm water monitoring plan.
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Surface Water Monitoring. Opinaca shall share with the Environment Committee the sampling protocols, the analytical results and the interpretation of data for effluents from the ▇▇▇▇▇▇▇▇ Project, as well as the results of the periodic characterization of receiving waters carried out pursuant to Applicable Laws and the Certificate of Authorization.
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Surface Water Monitoring. Two off-post surface water sampling sites in First Creek at the north fence line of RMA and in First Creek at Colorado Highway 2 shall be sampled by the Contractor for water quality once each year at low flow. The surface water sites are described in Section 2.10 of the LTMP and locations are shown in Figure 6.3-1 of the LTMP (Attachment L10).
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Related to Surface Water Monitoring

  • Dewatering (a) Where the whole of a site is so affected by surface water following a period of rain that all productive work is suspended by agreement of the Parties, then dewatering shall proceed as above with Employees so engaged being paid at penalty rates as is the case for safety rectification work. This work is typically performed by Employees engaged within CW1, CW2 or CW3 classifications. When other Employees are undertaking productive work in an area or areas not so affected then dewatering will only attract single time rates. (b) Where a part of a site is affected by surface water following a period of rain, thus rendering some areas unsafe for productive work, consistent with the Employer’s obligations under the OH&S Act, appropriate Employees shall assist in the tidying up of their own work site or area if it is so affected. Where required, appropriate Employees will be provided with the appropriate PPE. Such work to be paid at single time rates. Productive work will continue in areas not so affected. (c) To avoid any confusion any ‘dewatering’ time which prevents an Employee from being engaged in their normal productive work is not included in any calculation for the purposes of determining whether an Employee is entitled to go home due to wet weather (refer clauses 32.4 and 32.5)

  • Stormwater Management a) The Owner AGREES to implement the requirements incorporated in the Draft Plan Conditions attached as Schedule “F” and any reports submitted to Kawartha Region Conservation Authority and the City pertaining to: i) pre and post development run-off flows and water balance calculations, and the intended means of conveying stormwater flow from each Lot, Block and the entire proposed Plan of Subdivision; ii) the anticipated impact of the Plan of Subdivision on water quality and phosphorus control, as it relates to fish and fish habitat once adequate protective measures have been taken; iii) the means whereby erosion and sedimentation and their effects will be minimized on the site during and after construction; iv) the site soil conditions, including grain size distribution profiles; v) a site grading plan. b) The Owner AGREES to erect and maintain all stormwater management and erosion and sedimentation control structures operating and in good repair during the construction period, in a manner satisfactory to Kawartha Region Conservation Authority and the City. c) Prior to the execution of this Agreement, the Owner AGREES to confirm to the City that Conservation Authority has reviewed and approved the stormwater management report and plan, erosion and sedimentation plan, and final Lot Grading Plans as required under this Section. a) UPGRADES TO EXISTING STORM SEWER b) UPGRADES TO EXISTING SANITARY SEWER

  • Infrastructure Modification of the location and/or sizing of the infrastructure for the Project that does not materially change the functionality of the infrastructure.

  • Infrastructure Vulnerability Scanning Supplier will scan its internal environments (e.g., servers, network devices, etc.) related to Deliverables monthly and external environments related to Deliverables weekly. Supplier will have a defined process to address any findings but will ensure that any high-risk vulnerabilities are addressed within 30 days.

  • Irrigation An irrigation reduced pressure zone (hereinafter referred to as “RPZ”) is required for any irrigation systems and must be installed by the Developer and/or eventual lot owner and tested in accordance with the Minnesota Department of Health Guidelines for Designing Backflow Prevention Assembly Installations (hereinafter referred to as “Guidelines”). The initial test results and certification shall be submitted to the City of Maple Grove Public Works Department. Subsequently, the RPZ must be tested, per the Guidelines, at least annually by a certified tester with the results reported to the City of Maple Grove Building Department and the RPZ must be rebuilt as needed in accordance with the Guidelines. Test/rebuilt reports shall be mailed or faxed to the City of Maple Grove Building Department at (▇▇▇) ▇▇▇-▇▇▇▇. The irrigation system shall be designed and the Plans shall be modified accordingly, prior to the issuance of any permits for the development of the Property, to accommodate a 1-inch water meter and a maximum flow of 50 gallons per minute.