Future Wastewater Modules Sample Clauses

Future Wastewater Modules. As of October 2010, River Rim Ranch completed the first 30,000 gallons per day capacity module of a wastewater pre-treatment system which includes primary and backup leachfields with a total combined capacity of 60,000 gpd. The wastewater pre-treatment system is designed to be enlarged to 120,000 gallons per day with a total of four (4) 30,000 gallon per day pre-treatment modules, which units are designed to reduce the overall nitrogen concentrations in the effluent discharged to the leachfields. Construction of an additional module will be determined from an analysis, to be reviewed and approved by the Idaho DEQ and Teton County, of the actual maximum daily flow in comparison with the number of units constructed and occupied, when the flow reaches 50 percent of the designed capacity, or about 15,000 gpd for the first phase. From this analysis, a determination will be made of the number of units using the system that would result in a maximum day flow of not more than 80 percent or 24,000 gpd of design capacity. The Owner (or POA) shall be required to commence construction of the next treatment module once the projected number of units that would consume 80 percent of design capacity exist. The Owner shall provide annual reports of the measured flow entering the waste water facility no later than February 1st of the year to both the DEQ and Teton County. Payment for an additional wastewater module will be paid by purchasers of building units on a pay for use fee basis assessed at the time applications for building and occupancy permits are filed for new building units and these payments will be deposited into an escrow account for construction of a new module (the “Wastewater Escrow Account”). County approval must be obtained by Owner (or POA) before any funds can be withdrawn from the Wastewater Escrow Account. The future wastewater module construction shall be based upon measured flow and not associated with a specific development phase. Failure to complete the next module of the pre-treatment system in accordance with this requirement shall result in the withholding of any new building or occupancy permits by Teton County until the additional module is in operation. The County shall retain the right to withhold building permits or occupancy permits if there is substantial reason to believe that the capacity of the treatment facility will be exceeded or negatively impacted by excessive flows. Due to the likelihood that a new wastewater treatment module w...
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Future Wastewater Modules. River Rim Ranch has completed as of October 2010 the first 30,000 gallons per day capacity module of a septic tank wastewater pre-treatment system which includes primary and backup leachfields with a total combined capacity of 60,000 gpd. The septic tank wastewater pre-treatment system is designed to be enlarged to 120,000 gallons per day with a total of four (4) 30,000 gallon per day pre-treatment modules. Construction of an additional module of the wastewater pretreatment facility, along with the associated leachfields, will be determined from an analysis, to be reviewed and approved by the Idaho DEQ and Teton County, of actual maximum day flow in comparison with the number of units constructed and occupied, when the flow reaches 50 percent of the designed capacity, or about 15,000 gpd for the first phase. From this analysis, a determination will be made relative to the number of units that may be allowed to be occupied that would result in a maximum day flow of about 85 percent of design capacity. River Rim shall be required to commence construction of the next treatment module once this projected number of units that would generate 85 percent of design capacity is exceeded. A letter of credit for the cost of one additional wastewater module will be maintained by the current owner or successor until the project reaches buildout or until an engineering analysis, approved by the Idaho DEQ, demonstrates that no additional wastewater capacity is required, The future wastewater module construction is based upon measured flow and is not associated with a specific phase. Failure to complete the next module of the pre-treatment system in accordance with this requirement shall result in the withholding of any new occupancy permits by Teton County until the additional module is in operation. Teton County would also have the right to withhold building permits or occupancy permits if they have substantial reason to believe that the capacity of the River Rim treatment facility will be
Sample 1
Future Wastewater Modules. The requirements for the construction of future wastewater treatment modules is described in the 2014 Development Agreement and shall remain in effect. Attached Exhibit C compares estimated flows associated with this amendment to the approved system capacity.
Sample 1

Related to Future Wastewater Modules

  • Wastewater investments in the construction, material enhancement, or renewal of infrastructure that supports wastewater and storm water collection, treatment, and management systems. Note: Investments in health infrastructure (e.g., hospitals, long-term care facilities, convalescent centres, and senior centres) are not eligible. Eligible Expenditures will be limited to the following: 1. Infrastructure investments – expenditures associated with acquiring, planning, designing, constructing, or renovating a tangible capital asset and any related debt financing charges specifically identified with that asset. 2. Capacity-building costs – for projects eligible under the capacity-building category only, expenditures associated with the development and implementation of: • Capital investment plans, integrated community sustainability plans, integrated regional plans, housing needs assessments, or asset management plans; • Studies, strategies, systems, software, third-party assessments, plans, or training related to asset management; • Studies, strategies, systems, or plans related to housing or land use; • Studies, strategies, or plans related to the long-term management of infrastructure; and • Other initiatives that strengthen the Recipient’s ability to improve local and regional planning. 3. Joint communications and signage costs – expenditures directly associated with joint federal communication activities and with federal project signage.

  • Access Toll Connecting Trunk Group Architecture 9.2.1 If CSTC chooses to subtend a Verizon access Tandem, CSTC’s NPA/NXX must be assigned by CSTC to subtend the same Verizon access Tandem that a Verizon NPA/NXX serving the same Rate Center Area subtends as identified in the LERG. 9.2.2 CSTC shall establish Access Toll Connecting Trunks pursuant to applicable access Tariffs by which it will provide Switched Exchange Access Services to Interexchange Carriers to enable such Interexchange Carriers to originate and terminate traffic to and from CSTC’s Customers. 9.2.3 The Access Toll Connecting Trunks shall be two-way trunks. Such trunks shall connect the End Office CSTC utilizes to provide Telephone Exchange Service and Switched Exchange Access to its Customers in a given LATA to the access Tandem(s) Verizon utilizes to provide Exchange Access in such LATA. 9.2.4 Access Toll Connecting Trunks shall be used solely for the transmission and routing of Exchange Access to allow CSTC’s Customers to connect to or be connected to the interexchange trunks of any Interexchange Carrier which is connected to a Verizon access Tandem.

  • NOISE/WASTE The Tenant agrees not to commit waste on the premises, maintain, or permit to be maintained, a nuisance thereon, or use, or permit the premises to be used, in an unlawful manner. The Tenant further agrees to abide by any and all local, county, and State noise ordinances.

  • Interconnection Facilities Engineering Procurement and Construction Interconnection Facilities, Network Upgrades, and Distribution Upgrades shall be studied, designed, and constructed pursuant to Good Utility Practice. Such studies, design and construction shall be based on the assumed accuracy and completeness of all technical information received by the Participating TO and the CAISO from the Interconnection Customer associated with interconnecting the Large Generating Facility.

  • Network Interconnection Architecture Each Party will plan, design, construct and maintain the facilities within their respective systems as are necessary and proper for the provision of traffic covered by this Agreement. These facilities include but are not limited to, a sufficient number of trunks to the point of interconnection with the tandem company, and sufficient interoffice and interexchange facilities and trunks between its own central offices to adequately handle traffic between all central offices within the service areas at a P.01 grade of service or better. The provisioning and engineering of such services and facilities will comply with generally accepted industry methods and practices, and will observe the rules and regulations of the lawfully established tariffs applicable to the services provided.

  • Drainage Systems (1) Clear culvert inlets, outlets, and sediment catching basins. (2) Maintain waterbars, drainage dips, and other water diversion measures. (3) During active use, patrol and maintain functional drainage. (4) Repair damaged culvert ends.

  • 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)

  • Quality Management System Supplier hereby undertakes, warrants and confirms, and will ensue same for its subcontractors, to remain certified in accordance with ISO 9001 standard or equivalent. At any time during the term of this Agreement, the Supplier shall, if so instructed by ISR, provide evidence of such certifications. In any event, Supplier must notify ISR, in writing, in the event said certification is suspended and/or canceled and/or not continued.

  • System Logging The system must maintain an automated audit trail which can 20 identify the user or system process which initiates a request for PHI COUNTY discloses to 21 CONTRACTOR or CONTRACTOR creates, receives, maintains, or transmits on behalf of COUNTY, 22 or which alters such PHI. The audit trail must be date and time stamped, must log both successful and 23 failed accesses, must be read only, and must be restricted to authorized users. If such PHI is stored in a 24 database, database logging functionality must be enabled. Audit trail data must be archived for at least 3 25 years after occurrence.

  • Blasting Blasting shall be permitted only for road construction purposes unless advance permission is obtained from Forest Service. Whenever the Industrial Fire Precaution Level is II or greater, a fire security person equipped with a long handled round point No. 0 or larger shovel and a 5 gallon backpack pump can filled with water, will stay at location of blast for 1 hour after blasting is done. Blasting may be suspended by Forest Service, in areas of high rate of spread and resistance to control. Fuses shall not be used for blasting. Explosive cords shall not be used without permission of Forest Service, which may specify conditions under which such explosives may be used and precautions to be taken.

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