Examples of Replacement OWTS in a sentence
Tier 1 – Low Risk New or Replacement OWTS Applies to all new or replacement OWTS that comply with conservative siting and design standards. Tier 1 applies when a LAMP has not been approved by the RWQCB Maximum flow rate is 3,500 gpd Minimum density, based on annual rainfall of less than 15-inches, is 2.5 acre.
Replacement OWTS with non- conforming absorption rates that exceed 5.12 gallons per square foot are required to provide a NOWTS (refer to Chapter 11 “Non-Conventional Onsite Wastewater Treatment Systems).Considerations for Gravel Packed Pits The following requirements pertain only to pits that are gravel packed after successful presoak and percolation tests have been accomplished while test holes were empty.
Tier 2 – LAMP for New or Replacement OWTS • Applies to all new or replacement OWTS based on local conditions, siting and design standards as identified in an approved LAMP developed by the local agency and approved by the RWQCB.• Allows the City of Hesperia (City) to adopt standards that may differ from Tier 1 Standards.• Maximum flow rate is 10,000 gpd.
Tier 1 – Low Risk New or Replacement OWTS • Applies to all new or replacement OWTS that comply with conservative siting and design standards.• Tier 1 applies when a LAMP has not been approved by the RWQCB.• Maximum flow rate is 3,500 gpd.• Maximum density, based on annual rainfall of less than 15-inches, is one dwelling unit per 2.5 acre.
Tier 2 – LAMP for New or Replacement OWTS Applies to all new or replacement OWTS based on local conditions, siting and design standards as identified in an approved LAMP developed by the local agency and approved by the RWQCB. Allows the City of Hesperia (City) to adopt standards that may differ from Tier 1 Standards. Maximum flow rate is 10,000 gpd.
Except as provided in the noted exceptions below, CDAEMD may not approve New or Replacement OWTS with the minimum horizontal setbacks less than any of the following: • One hundred fifty (150) feet from a Public Water Well where the depth of the effluent Dispersal System does not exceed ten (10) feet in depth.
Permits issued for the construction of a new or Replacement OWTS requiring an Operation and Maintenance (O&M) Plan shall be prepared for the OWTS owner by a Qualified Professional.
This provision does not apply to Replacement OWTS where the connection fees and construction costs are greater than twice the total cost of the Replacement OWTS and the CDAEMD determines that the discharge from the OWTS will not affect groundwater or surface water to a degree that makes it unfit for drinking or other uses.
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In such cases, the Replacement OWTS shall utilize Supplemental Treatment and other mitigation measures, unless the CDAEMD finds that there is no indication that the previous system is adversely affecting the public water source and there is limited potential that the replacement system could impact the water source based on topography, soil depth, soil texture, and groundwater separation.