Flow Monitoring. The Subdivider shall at its sole cost and expense undertake flow monitoring in the sanitary sewer at their sole cost and expense upon request by the Municipality.
Flow Monitoring. 1) Within ninety (90) days of the Effective Date of the Agreement, [INSERT ENTITY NAME] shall develop a detailed flow monitoring work plan certified by a registered Tennessee/Georgia engineer (“Flow Monitoring Work Plan”) and submit to Chattanooga for review and approval. The Flow Monitoring Work Plan shall divide [INSERT ENTITY NAME]’s WCTS into sewersheds or sub-basins of reasonably equal size (i.e., 20,000 linear feet) and shall be reasonably selected to achieve the intended purpose of allocating I/I contributed by [INSERT ENTITY NAME] and which will allow for an appropriate analysis of the performance of individual sewersheds or sub-basins. The Flow Monitoring Work Plan shall include: i) provisions for monitoring both dry weather and wet weather conditions; ii) an expeditious schedule for completing the flow monitoring; iii) detailed specifications for proper operations and maintenance of the flow monitors to ensure data quality; and iv) standards for conducting the data analysis and reporting to Chattanooga. The Flow Monitoring Work Plan shall specify that the flow monitors and rain gauges will remain in operation until a minimum of three (3) one-inch (1”) or greater rain events occur.
2) Within sixty (60) days of approval of the Flow Monitoring Work Plan submitted in the preceding paragraph by Chattanooga, [INSERT ENTITY NAME] shall implement the flow monitoring plan.
Flow Monitoring. Continuous flow monitoring will be performed to obtain information necessary to accurately analyze sub- areas for infiltration during high groundwater periods and for rainfall related inflow during wet weather periods Flow monitoring will be accomplished through continuous monitoring flow meters incorporating a velocity sensor combined with a depth sensor. Up to seven (7) flow meters will be installed at various locations throughout the sanitary sewer collection system in the study area for a maximum 10-week period to record flow rates during wet and dry periods. Flow metering data will be downloaded daily. The flow meters will be field checked weekly to confirm meter accuracy, remove debris that has accumulated around any meters, and repair or replace meters as necessary. In addition, one (1) recording tipping bucket rainfall gauge will be installed for the monitoring period to record rainfall data. The rainfall gauge will be installed in a central location within the study area and record rainfall data in 15-minute increments to allow for the correlation of the rainfall data with metered flow rates. Up to four (4) groundwater-monitoring locations will be installed and tracked as part of this Scope of work. They will be located throughout the study area at locations where xxxxx can be installed (i.e. City-owned property). Groundwater gauges will be small diameter (less than 4-inch) well points. Groundwater levels will be taken from the gauges weekly throughout the project.
Flow Monitoring. All measuring stations post same-day information on the Internet. Discuss each measuring device and its accuracy. Discuss Website, Daily Aqueduct Report, and procedures and sources of error or down-time in detail. Discuss plans for upgrades or changes. Daily average data is included in annual reporting; discuss other sources of data (AS400) and the types of data and period of record. Discuss availability of different data sources.
Flow Monitoring. Once the flow monitors, and rain gauges are installed and confirmed, ADS will monitor the flows for an initial period of 2 months (“monitoring period”). This initial period can extend beyond the original duration per the prices set forth in the table below.
Flow Monitoring. 1.01 Project Administration
1.02 Conduct Project Kick-Off Meeting
1.03 Divide West 3 Basin into Sub-Basins
1.04 Monitor Flows (Assumes 5 Locations) Within Basin For 8 Weeks
1.05 Monitor Rainfall (Assumes 2 Locations) For 8 Weeks
1.06 Analyze Flows & Determine I&I Severity by Sub-Basin
1.07 Prepare Flow Monitoring Report
1.08 Preparation for and Attendance at Meeting to Review Flow Monitoring Report The above scope summarizes the work items that will be completed for this contract. Additional work items, including additional meetings beyond the project initiation meeting defined in the above scope, shall be considered outside the scope of the base contract and will be billed in accordance with the Standard Schedule of Charges. CONSULTING ENGINEERS S:\PUBLIC WORKS\Capital Improvement Projects\2018 I-I Reduction (Basin 1, Phase 1)\Engineering Agreements\Exhibit A-Scope of Services.doc
A. Worker’s Compensation and Employer’s Liability with limits not less than:
(1) Worker’s Compensation: Statutory;
(2) Employer’s Liability: $500,000 injury-per occurrence $500,000 disease-per employee $500,000 disease-policy limit Such insurance shall evidence that coverage applies in the State of Illinois.
Flow Monitoring. 1.1 The actual Trade Waste volume shall be obtained from a flow meter specifically installed for the purpose of obtaining the flow variances from the Occupier‟s Trade Waste discharge to the Corporation‟s System. This meter shall be maintained and calibrated regularity at the expense of the Occupier.
1.2 The flow shall be suitable for measuring both instantaneous and total flow in each 24 hours period.
1.3 During the Term, the Corporation will manage the flow of Trade Waste from the Trade Waste discharge tanks in accordance with Schedule 3. [THESE ITEMS CAN BE CHANGED AS NECESSARY] USUALLY NOT APPLICABLE
Flow Monitoring a. On June 1, 2007, the Municipality shall begin a program of flow monitoring of its combined sewer system to determine the average dry and peak wet weather flows conveyed directly or indirectly from the municipality to the ALCOSAN sewer system. This flow monitoring shall include monitoring of flows from the CSOs listed in the Municipality’s PAG-6 as set forth in 13.e.(iii) below and shall provide protocol-compliant data for joint use by ALCOSAN and the Municipality in developing a LTCP and/or Wet Weather Plan (as hereinafter defined in Paragraph 14.b of this Consent Order and Agreement) with a range of practicable alternatives.
b. Flow monitoring shall be performed as per the Allegheny County Health Department (“ACHD”) Flow Monitoring Protocol attached hereto and incorporated by reference as Appendix D and according to manufacturer’s specifications for the monitoring equipment utilized. Additionally, the flow monitoring program shall:
(i) Provide quality assured/quality controlled data suitable for system hydraulic characterization efforts, wet weather plan development, feasibility studies and associated alternative analyses or regulatory compliance reporting.
(ii) Result in data suitable for the quantification of: (a) base infiltration, (b) dry weather flow and (c) wet weather response.
c. The Municipality shall coordinate with ALCOSAN to develop a flow monitoring plan that complements any flow monitoring program implemented by ALCOSAN in accordance with the following:
(i) At least twenty-four (24) months prior to instituting flow monitoring, (i.e. by June 1, 2005), the Municipality shall submit a preliminary draft flow monitoring plan to ALCOSAN for comment.
(ii) Eighteen (18) months prior to instituting flow monitoring (i.e. by December 1, 2005), the Municipality shall have developed a Flow Monitoring Plan (as described in Appendix D) and shall submit it to ALCOSAN for comment. The Municipality shall share with ALCOSAN all available flow monitoring data.
d. Twelve (12) months prior to instituting flow monitoring (i.e. by June 1, 2006), the Municipality shall submit the Flow Monitoring Plan along with any comments by ALCOSAN to the Department for approval. In the event the Department does not approve the submittal, the Municipality shall make all corrections required by the Department and shall resubmit the flow monitoring plan to the Department in a time frame specified by the Department. In the event a dispute arises regarding the corrections to the f...
Flow Monitoring. 1.1 The actual Trade Waste volume shall be obtained from a flow meter specifically installed for the purpose of obtaining the flow variances from the Occupier’s Trade Waste discharge to the Corporation’s System. This meter shall be maintained and calibrated regularity at the expense of the Occupier.
Flow Monitoring. The City is in discussion with the Water Board regarding the percolation capacity of the existing ponds. One of the goals of this task is to develop data that can be presented to the Water Board to demonstrate the average percolation rate and/or the capacity of the existing ponds. Xxxxxxx will conduct flow monitoring within the planned expansion area and/or the existing percolation ponds to develop a more comprehensive understanding of the barriers to groundwater percolation. The monitoring will include the installation of three stilling xxxxx in up to three ponds, deployment of three pressure transducers with telemetry capabilities. For a period of approximately two months, the inflow of water into the percolation ponds will be monitored to estimate the rate of percolation into the groundwater. The documentation of the field testing will be conducted with field visits and with remotely acquired data from the dataloggers using telemetry capabilities. The assessment will determine whether the performance of the ponds has changed since similar studies were conducted by the City for the existing percolation ponds. Following completion of field activities and delivery of the results of the soil laboratory analyses (Task 7.3), and review of available geotechnical documentation, the results will be presented in a meeting with the City. The meeting will present the findings from the exploratory soil borings and laboratory analyses, provide a description of shallow materials observed in the test pits and results of the permeability analyses, results from the flow monitoring, and any suggested operational changes, as warranted. All the results will be compiled into a Percolation Pond Technical Memorandum as part of Task 7.3.3.
