Wastewater Collection System. 1.2.1 Sanitary Sewers and service connections including improvements to supporting external infrastructure and all related appurtenances.
Wastewater Collection System. Operator shall operate, maintain and repair Municipality’s wastewater collection system, in accordance with generally accepted industry standards, environmental regulations, and Operator’s standards and practices for its own retail customers. The scope of services provided for in this Agreement do not include treating wastewater to applicable standards under Applicable Laws or Environmental Permits.
Wastewater Collection System. 7.4.1 The Company shall maintain and repair the Collection System. The Company’s responsibility for the Collection System shall end at the Customer's property line.
Wastewater Collection System. Assessment consisting of a flush and clean-out of all discharge piping and traps with operation of effluent during the clean-out. Videotaping of the Wastewater Collection System shall be required if the flush is observed to contain constituents which could indicate a break in said System.
Wastewater Collection System. Wastewater collection system to fully service the subdivision, including collection lines, service lines to the lot lines, manholes, and all other appurtenant facilities necessary to provide municipal wastewater service.
Wastewater Collection System. Treatment Approach to Addressing New General Order.
Wastewater Collection System. The City is working with a separate consultant to develop and update the hydraulic model of the collection system. In addition, the City has a well-established closed-circuit television (CCTV) sewer inspection program. The purpose of the Collection System Volume is to provide a brief summary section, chapter, that will reference the ongoing work that the City is doing relative to the collection system, reference the Sanitary Sewer Master Plan (SSMP) and its recommendations, reference the Sewer Capacity Analysis study, and the City’s General Plan. This will allow the reader to be directed to other documents/sources to obtain further details on the collection system.
Wastewater Collection System. There are 340 residences connected to the sanitary sewer collection system. The raw sewage flows by gravity to the #1 sewage pumping station. From there it is pump by two submersible pumps to the Sewage Treatment Plant. The #2 sewage pumping station is not in service.
Wastewater Collection System. 8.5.1. The Navy currently owns the entire wastewater collection system serving NSTI and has obtained coverage for it under the SWRCB Statewide Waste Discharge Requirements for Wastewater Collection Agencies, Order No. 2006-0003-DWQ (Waste Discharger Identification No. 2SSO10207) (SSS WDR) as part of the NPDES permit.
8.5.2. Subject to the provisions of Section 8.3 and the Caretaker Agreement, the owner of any sanitary sewer collection infrastructure shall be responsible for permitting and compliance of the infrastructure under the SSS WDR.
8.5.3. Coverage under the SSS WDR is not transferable except after written notice to the SWQCB, submitted at least 90 days in advance of any proposed transfer. The notice must include a written agreement between the existing and new permittee containing a specific date for the transfer of permit responsibility and coverage between the existing permittee and the new permittee.
8.5.4. TIDA will establish a new permit under the SSS WDR for portions of the sanitary sewer collection system transferred to TIDA. No later than 90 days in advance of the first transfer of property from the Navy to TIDA, TIDA shall file a notice of intent (NOI) for coverage under the SSS WDR for the utility infrastructure to be transferred. No later than 90 days in advance of subsequent future transfers, the Parties will jointly submit updated maps to the SWRCB showing the infrastructure owned by the Parties respectively.
8.5.5. Subject to the Caretaker Agreement, the owner of any sanitary sewer collection infrastructure shall also be responsible for any discharge of waste to waters of the United States in violation of the Clean Water Act, 33 U.S.C. § 1311(a).
Wastewater Collection System. (CIP #9) Preliminary Design
9.6.1 ENGINEER will proceed with Preliminary Design Services as described in Paragraph 2.4 of the Professional Services Agreement (Agreement) with the following modifications. 2.4.1 shall have the following language added:
9.6.2 The preliminary design will consider the conceptual alignment as shown in the “Existing and Future Conditions” assessment to complete an initial review of property ownership and available Right-of-Way (ROW) information. The ENGINEER and OWNER will complete an on-site field walk for up to three (3) potential lift station locations, gravity sewer and forcemain alignments.
9.6.3 The ENGINEER will prepare and issue three (3) copies of the Pump Station Site Assessment Technical Memorandum (TM) to the OWNER for review. This TM will outline the property acquisition requirements for the new pump station along with necessary staging and laydown areas during construction. Electrical requirements including proximity to 3-phase power supply, required easements for running new power lines, and back-up generator options or a secondary power feed for the proposed 3.75 MGD pump station will be evaluated. Up to three (3) Pump Station sites may be considered and will include an evaluation of the total tributary land area that could be served by the pump station .An Opinion of Probable Construction Costs (OPCC) will be prepared to identify cost differences between each of the sites. ENGINEER will look at cost and non-cost factors and rank the suitability of each site with a numerical scoring system to assist the OWNER in selecting a site for the new pump station.
9.6.4 Based on the selected pump station site, the ENGINEER will prepare and issue three (3) copies of the Alignment Alternatives Technical Memorandum. This TM will include up to three (3) alignment alternatives and will consider the evaluation of approximately 14,600 lineal feet of proposed 18-inch gravity sewers and 14,900 lineal feet dual 8-inch and 16-inch forcemain. ENGINEER will look at cost and non-cost factors and rank the suitability of each alignment with a numerical scoring system to assist the OWNER in selecting a site for the new pump station. Alignment alternatives will evaluate constructability, easement and ROW requirements, and proposed construction technologies for each of the alternatives considered.
9.6.5 ENGINEER will Obtain Services of Others with respect to both the Survey and Geotechnical scope of work as described in paragraph 3.1.5 of the...
