Per , multiple shall be provided wherever pumps are used. Is this condition met by the design? Yes or No. If no, provide an explanation: Per , reliability shall be provided consisting of automatically activated standby power supply onsite capable of powering Is all essential treatment units under design conditions, or dual power supply shall be provided per . this condition met by the design? Yes or No. If no, provide (as an attachment to this Application) written approval from the Director that the facility: Has a private supply that automatically shuts off during power failures and does not contain elevated water storage tanks, and Has sufficient storage capacity that no potential for overflow exists, and Can tolerate septic wastewater due to prolonged detention. Per , a minimum of 30 days of residual storage be provided. Is this condition met by the design? Yes or No. If no, explain the alternative design criteria proposed for this project in accordance : Per , the public shall be prohibited from access to the wastewater treatment facilities. Explain how the design complies with this requirement: _________________________________________________________ Is the treatment facility located within the 100-year flood plain? Yes or No. If yes, describe how the facility is protected from the 100-year flood: _ __________________ WASTEWATER TREATMENT UNIT AND MECHANICAL EQUIPMENT INFORMATION COMPLETE – FOR NEW OR EXPANDING FACILITIES AND FOR MODIFIED TREATMENT UNITS PRELIMINARY AND PRIMARY TREATMENT (i.e., physical removal operations and flow equalization): Calculations No. of Plan Sheet Specification Treatment Unit Type Size per Unit Provided? Units Reference Reference (Yes or No) Manual Bar Screen MGD at peak hourly flow Mechanical Bar MGD at peak hourly flow Screen Grit Removal MGD at peak hourly flow -- Flow Equalization gallons ft diameter; ft side Primary Clarifier Circular water depth square feet; ft side Primary Clarifier Rectangular water depth Other SECONDARY TREATMENT (BIOLOGICAL REACTORS AND CLARIFIERS) (i.e., biological and chemical processes to remove organics and nutrients) Calculations No. of Plan Sheet Specification Treatment Unit Type Size per Unit Provided? Units Reference Reference (Yes or No) Aerobic Zones/ gallons Tanks
Per , multiple shall be provided wherever pumps are used. Is this condition met by the design? Yes or No. If no, provide an explanation: Per , reliability shall be provided consisting of automatically activated standby power supply onsite capable of powering all essential treatment units under design conditions, or dual power supply shall be provided per . Is this condition met by the design? Yes or No. If no, provide (as an attachment to this Application) written approval from the Director that the facility: Has a private supply that automatically shuts off during power failures and does not contain elevated water storage tanks, and Has sufficient storage capacity that no potential for overflow exists, and Can tolerate septic wastewater due to prolonged detention. Per , a minimum of 30 days of residual storage be provided. Is this condition met by the design? Yes or No. If no, explain the alternative design criteria proposed for this project in accordance : Per , the public shall be prohibited from access to the wastewater treatment facilities. Explain how the design complies with this requirement: _________________________________________________________ Is the treatment facility located within the 100-year flood plain? Yes or No. If yes, describe how the facility is protected from the 100-year flood: _ __________________ WASTEWATER TREATMENT UNIT AND MECHANICAL EQUIPMENT INFORMATION – COMPLETE FOR NEW OR EXPANDING FACILITIES AND FOR MODIFIED TREATMENT UNITS PRELIMINARY AND PRIMARY TREATMENT (i.e., physical removal operations and flow equalization): Treatment Unit No. of Units Type Size per Unit Plan Sheet Reference Specification Reference Calculations Provided? (Yes or No) Manual Bar Screen MGD at peak hourly flow Mechanical Bar Screen MGD at peak hourly flow Grit Removal MGD at peak hourly flow Flow Equalization -- gallons Primary Clarifier Circular ft diameter; ft side water depth Primary Clarifier Rectangular square feet; ft side water depth Other SECONDARY TREATMENT (BIOLOGICAL REACTORS AND CLARIFIERS) (i.e., biological and chemical processes to remove organics and nutrients) Treatment Unit No. of Units Type Size per Unit Plan Sheet Reference Specification Reference Calculations Provided? (Yes or No) Aerobic Zones/ Tanks gallons
Authorization-to-construct-application-2018.docx