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  1. Collections from Customer Credit Accounts. Loan or Other Cash Injection. Interest Income. TOTAL CASH RECEIPTS. TOTAL CASH PAYMENTS. LESS: CASH PAYMENTS. Sub-Total Cost of Goods …

  2. Effective Water Storage Depth Design Storm Runoff Facility Infiltration Runoff Inflow - Outflow Time (min) Cubic Feet per Second (cfs) Runoff

  3. Instructions: Enter tank fill data (obtained from plant SCADA) for up to 15 fill periods. Data inputted by the user are shown in red.

  4. Underdrain Outflow Rate for 1.2-Inch/2-Hour Storm (cfs) 0.02 cfs/acre equivalent impervious. Pre-Construction 1-Year/24-Hour Peak Rate (cfs) 1.5 . 2. Post-Construction 2-Year/24-Hour Peak Rate …

  5. INV_2_IN - The inflow invert elevation per criteria listed above I.E. 727.22 INV_3_OUT - The outflow invert elevation per criteria listed above I.E. 726.89 INV_3_IN - The inflow invert elevation per criteria …

  6. Initial outflow Q0:

  7. Provide the total proposed treated surface area and volume within the waterbody that will result in the outflow of pesticide concentrations that will flow the greatest distance downstream.

  8. (Inflow (E) - Outflow (G), by the corresponding duration (A) and by 60 seconds/minute. The amount of storage required for various storm durations will vary based on rainfall intensity, the size of the …

  9. 2x2 Steel Bar 2x3 Steel Bar Harco sets Outflow/Stub #1 at 0 degrees Outflow/Stub #1 Type of PVC (SDR 35, SCH 40, etc.) PVC Connection Type (Gasketed Bell / Solvent Weld or Spigot)

  10. Modifications to the spreadsheet to match the format used on similar spreadsheets for both pre-development and post-development conditions. All calculations assume no subsurface outflow from …