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3. Two 42-inch butterfly valve and four 36-inch butterfly valves
ROCK CREEK EXCESS FLOW PUMP STATION AND HOLDING BASINS - CITY OF
INDEPENDENCE, MISSOURI -
Nesh Mucibabic, PE was selected to lead design of 36 MGD Rock Creek Excess Flow Pump station to temporary
divert peak sanitary flows from existing 54 " Interceptor to two 5 MG tanks, and release stored flows in controlled
manner back to the interceptor and further to Rock Creek Water Treatment Plant, as soon as peak flows decreases
below WTP Capacity. By proposed diversion, planned capacity upgrades of the treatment plant was deferred. Nesh
provided design of dry well/wet well pump station with 5 submersible pumps and self-cleaning wet well, with wet
well drain pump, diversion and flow control structures, force main, overflow lines, diversion valves and was
responsible for diversion system hydrology and hydraulic calculations and operation of this sanitary diversion.
36 MGD Excess Flow
Pump Station
Flow Meter Vault
5 MG Excess Flow Tanks
Diversion Structure
54" Interceptor
Thank you, Nesh. I appreciate your, leadership, diligence and thoroughness you’ve shown for this project. There
were so many details and complexities that I believe this job could have turned our very differently (in the opposite
direction) if we did not have you as the project manager. Thank you again.
Dave, City of Beaverton Water

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Rock Creek PS2

  • 1. 3. Two 42-inch butterfly valve and four 36-inch butterfly valves ROCK CREEK EXCESS FLOW PUMP STATION AND HOLDING BASINS - CITY OF INDEPENDENCE, MISSOURI - Nesh Mucibabic, PE was selected to lead design of 36 MGD Rock Creek Excess Flow Pump station to temporary divert peak sanitary flows from existing 54 " Interceptor to two 5 MG tanks, and release stored flows in controlled manner back to the interceptor and further to Rock Creek Water Treatment Plant, as soon as peak flows decreases below WTP Capacity. By proposed diversion, planned capacity upgrades of the treatment plant was deferred. Nesh provided design of dry well/wet well pump station with 5 submersible pumps and self-cleaning wet well, with wet well drain pump, diversion and flow control structures, force main, overflow lines, diversion valves and was responsible for diversion system hydrology and hydraulic calculations and operation of this sanitary diversion. 36 MGD Excess Flow Pump Station Flow Meter Vault 5 MG Excess Flow Tanks Diversion Structure 54" Interceptor
  • 2. Thank you, Nesh. I appreciate your, leadership, diligence and thoroughness you’ve shown for this project. There were so many details and complexities that I believe this job could have turned our very differently (in the opposite direction) if we did not have you as the project manager. Thank you again. Dave, City of Beaverton Water