Sewer Master Plan Study *Install Adobe Reader© if unable to link to documents. Chapters: Table of Contents 1-2: Summary; Introduction 3-4: Existing Facilities; Facilities Investigation 5-6: Sewer System Management; Planning Criteria 7: Facility Improvement Options 8-9: Recommendations; Bibliography Appendices: A: Manhole Inspection Forms B: Existing WWTF Evaluation Calculations C: Current and Draft Future WWTF Discharge Permit D: Reports on Interim WWTF Improvements E: Pump Station Maintenance, Replacement Schedule and Costs F: Pump Station Elimination Calculations and Costs G: Sewer Sizing Calculations and Table H: Location Option 1 Opinion of Probable Construction and O, M, & R Costs I: Black & Veatch Wastewater Study and Report Figures J: Johnson County Wastewater Wholesale Subscriber Rates K: Location Option 2 Opinion of Probable Construction and O, M, & R Costs L: Location Option 3 Opinion of Porbable Construction and O, M, & R Costs M: Treatment Option Opinion of Probable Construction and O, M, & R Costs N: Supplemental Sewer Rate Structure Analysis Information Figures: 3-1: Pump Station Summary 6-1: Wastewater Master Plan Study Boundary 6-2: Sunflower Pump Station 7-1: Pump Station Interceptors 7-2: Future Service Areas with Land Use 7-3: Interceptors for Ultimate Development of Future Service Areas 7-4: Location Option 1: Construct New WWTF Adjacent to Existing WWTF 7-5: Location Option 2: Connect to Johnson County Wastewater 7-6: Location Option 3: Construct New Northwest WWTF 7-7: Location Option 4: Rehabilitate Existing Wastewater Facility 7-8: Location Option 5: Construct New Northeast WWTF 7-9: Treatment Option 1: Oxidation Ditch Process Flow Schematic 7-10: Treatment Option 2: ICEAS SBR Process Flow Schematic 7-11: Treatment Option 3: BNR Process Flow Schematic 7-12: Treatment Option 4: Aero-Mod System Process Flow Schematic You may contact City Engineer Mike Brungardt for additional information.
Sewer Master Plan Study
*Install Adobe Reader© if unable to link to documents.
Chapters: Table of Contents 1-2: Summary; Introduction 3-4: Existing Facilities; Facilities Investigation 5-6: Sewer System Management; Planning Criteria 7: Facility Improvement Options 8-9: Recommendations; Bibliography Appendices: A: Manhole Inspection Forms B: Existing WWTF Evaluation Calculations C: Current and Draft Future WWTF Discharge Permit D: Reports on Interim WWTF Improvements E: Pump Station Maintenance, Replacement Schedule and Costs F: Pump Station Elimination Calculations and Costs G: Sewer Sizing Calculations and Table H: Location Option 1 Opinion of Probable Construction and O, M, & R Costs I: Black & Veatch Wastewater Study and Report Figures J: Johnson County Wastewater Wholesale Subscriber Rates K: Location Option 2 Opinion of Probable Construction and O, M, & R Costs L: Location Option 3 Opinion of Porbable Construction and O, M, & R Costs M: Treatment Option Opinion of Probable Construction and O, M, & R Costs N: Supplemental Sewer Rate Structure Analysis Information Figures: 3-1: Pump Station Summary 6-1: Wastewater Master Plan Study Boundary 6-2: Sunflower Pump Station 7-1: Pump Station Interceptors 7-2: Future Service Areas with Land Use 7-3: Interceptors for Ultimate Development of Future Service Areas 7-4: Location Option 1: Construct New WWTF Adjacent to Existing WWTF 7-5: Location Option 2: Connect to Johnson County Wastewater 7-6: Location Option 3: Construct New Northwest WWTF 7-7: Location Option 4: Rehabilitate Existing Wastewater Facility 7-8: Location Option 5: Construct New Northeast WWTF 7-9: Treatment Option 1: Oxidation Ditch Process Flow Schematic 7-10: Treatment Option 2: ICEAS SBR Process Flow Schematic 7-11: Treatment Option 3: BNR Process Flow Schematic 7-12: Treatment Option 4: Aero-Mod System Process Flow Schematic
You may contact City Engineer Mike Brungardt for additional information.
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