Transcription of SUBCHAPTER C: CONVENTIONAL COLLECTION SYSTEMS
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SUBCHAPTER C: CONVENTIONAL COLLECTION SYSTEMS
Texas Commission on Environmental Quality Page 1 Chapter 217 - Design Criteria for Domestic Wastewater SYSTEMS SUBCHAPTER C: CONVENTIONAL COLLECTION SYSTEMS - Effective December 4, 2015 Applicability. This SUBCHAPTER applies to the design, construction, operation, maintenance, and testing of CONVENTIONAL gravity COLLECTION SYSTEMS , CONVENTIONAL wastewater lift stations, force mains for wastewater transport, and reclaimed water conveyance SYSTEMS . Adopted November 4, 2015 Effective December 4, 2015 Edwards Aquifer. An owner who plans to install a COLLECTION system located over the Edwards Aquifer recharge zone, as defined in of this title (relating to Definitions), must design and install the COLLECTION system in accordance with Chapter 213 of this title (relating to Edwards Aquifer), in addition to this SUBCHAPTER . Adopted November 4, 2015 Effective December 4, 2015 Pipe Design. (a) Flow Design Basis. An owner must use the requirements of this section to design a gravity COLLECTION system.
Dec 04, 2015 · the service area, plus infiltration and inflow. The design must minimize inflow and infiltration. Flow calculations must be included in the engineering report. (2) The flow calculations must include the details of the average flow, the flow peaking factor, and the infiltration and inflow.
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