CALCULATING NUTRIENT
REMOVAL ASSOCIATED WITH
MAINTENANCE ACTIVITIES
PRESENTED BY:
STEFAN BROADUS
OUTLINE
1. WHAT ARE WE TRYING TO FIND?
2. WHAT ARE WE ALREADY DOING?
3. HOW DO WE CAPTURE THE DATA?
4. WHAT DID WE FIND?
5. HOW CAN WE IMPROVE?
WHAT ARE WE TRYING TO FIND?
ď‚§ MOST COST EFFECTIVE METHOD OF
REMOVING NUTRIENTS FOR TMDL CREDITS
WHAT ARE WE TRYING TO FIND?
ď‚§ MOST COST EFFECTIVE METHOD OF
REMOVING NUTRIENTS FOR TMDL CREDITS
SHS VCF BHS RCF JF4 Biodetention Street Sweeping
Pounds Removed Per Dollar
TP Removed
TN Removed
“Demonstration of an Infrastructure-Constrained “Bio-detention” System Loaded by Pavement Rainfall-Runoff in Gainesville, Florida”
University of Florida Engineering School of Sustainable Infrastructure and Environment (ESSIE)
WHAT ARE WE TRYING TO FIND?
ď‚§ CALCULATE NUTRIENT REMOVAL FROM
MAINTENANCE ACTIVITIES.
 USE FSA TOOL FROM “QUANTIFYING
NUTRIENT LOADS ASSOCIATED WITH URBAN
PARTICULATE MATTER (PM) AND
PRACTICES” REPORT BY SANSALONE, RAJE,
AND BERRETTA.
ď‚§ CITY OF GAINESVILLE PERFORMS STREET
SWEEPING, CATCH BASIN CLEANOUTS, AND
BMP CLEANOUTS.
ď‚§ SWEEPINGS KEPT IN SINGLE STOCKPILE UNTIL
HAULED TO TRANSFER STATION.
ď‚§ INVOICES MAINTAINED FROM TRANSFER STATION
DOCUMENTING WEIGHT OF TRUCK.
WHAT ARE WE ALREADY DOING?
1. COLLECT TRANSFER STATION INVOICES
HOW DO WE CAPTURE THE DATA?
2. DELINEATE WATERSHEDS, STREET SWEEPING
ZONES & RECLAIMED WATER AREAS
HOW DO WE CAPTURE THE DATA?
3. DETERMINE WEIGHT OF COLLECTED
MATERIAL PER WATERSHED
HOW DO WE CAPTURE THE DATA?
3. DETERMINE WEIGHT OF COLLECTED
MATERIAL PER WATERSHED
HOW DO WE CAPTURE THE DATA?
8 MI2 X 5.5 MILLION LBS COLLECTED =
33.5 TOTAL MI2 1
1.3M POUNDS COLLECTED IN HOGTOWN CREEK WATERSHED
4. MULTIPLY NUTRIENT CONCENTRATION BY
TOTAL COLLECTED WEIGHT PER
WATERSHED
HOW DO WE CAPTURE THE DATA?
X 361 MG/KG TP
CONCENTRATION
= 482 LBS REMOVED
X 563 MG/KG TN
CONCENTRATION
= 752 LBS REMOVED
5. TOTAL NUTRIENT LOAD REDUCTIONS
HOW DO WE CAPTURE THE DATA?
5. TOTAL NUTRIENT LOAD REDUCTIONS
HOW DO WE CAPTURE THE DATA?
5. TOTAL NUTRIENT LOAD REDUCTIONS
HOW DO WE CAPTURE THE DATA?
0
1,000
2,000
3,000
4,000
TP TN
POUNDSREMOVEDPERYEAR
MAINTENANCE ACTIVITIES 1 ACRE REGIONAL STORMWATER POND
RESULTS
POTENTIAL IMPROVEMENTS
1. SEPARATE STOCKPILES BASED ON
MAINTENANCE ACTIVITY.
0
250
500
750
1000
Street Sweeping BMP Catch Basin
TP Conc (mg/kg)
TN Conc (mg/kg)
POTENTIAL IMPROVEMENTS
2. SEPARATE STOCKPILES BASED ON
WATERSHED.
THIS REPORT USED THE ASSUMPTION ALL
MAINTENANCE ACTIVITIES OCCURRED IN
PROPORTION TO AREA SWEPT PER
WATERSHED.
POTENTIAL IMPROVEMENTS
2. SEPARATE STOCKPILES BASED ON
WATERSHED.
3 STOCKPILES (1 FOR EACH ACTIVITY)
X 20 WATERSHEDS
60 STOCKPILES
POTENTIAL IMPROVEMENTS
3. ESTABLISH WATERSHED PERCENTAGES
FOR ALL 3 MAINTENANCE ACTIVITIES.
POTENTIAL IMPROVEMENTS
3. ESTABLISH WATERSHED PERCENTAGES
FOR ALL 3 MAINTENANCE ACTIVITIES.
EX:
WATERSHED
% OF AREA
SWEPT
% OF BMP CLEAN
OUTS
% OF CATCH BASIN CLEAN
OUTS
TUMBLIN
CREEK
7% 12% 15%
POTENTIAL IMPROVEMENTS
4. PERIODICALLY TEST ACTUAL NUTRIENT
CONCENTRATIONS.
TO CONFIRM NUTRIENT CONCENTRATIONS
ASSOCIATED WITH ALL MAINTENANCE
ACTIVITIES AND RECLAIMED WATER USE.
QUESTIONS
THANKS!
QUESTIONS?

F03 maintenance nutrient removal-broadus

  • 1.
    CALCULATING NUTRIENT REMOVAL ASSOCIATEDWITH MAINTENANCE ACTIVITIES PRESENTED BY: STEFAN BROADUS
  • 2.
    OUTLINE 1. WHAT AREWE TRYING TO FIND? 2. WHAT ARE WE ALREADY DOING? 3. HOW DO WE CAPTURE THE DATA? 4. WHAT DID WE FIND? 5. HOW CAN WE IMPROVE?
  • 3.
    WHAT ARE WETRYING TO FIND? ď‚§ MOST COST EFFECTIVE METHOD OF REMOVING NUTRIENTS FOR TMDL CREDITS
  • 4.
    WHAT ARE WETRYING TO FIND?  MOST COST EFFECTIVE METHOD OF REMOVING NUTRIENTS FOR TMDL CREDITS SHS VCF BHS RCF JF4 Biodetention Street Sweeping Pounds Removed Per Dollar TP Removed TN Removed “Demonstration of an Infrastructure-Constrained “Bio-detention” System Loaded by Pavement Rainfall-Runoff in Gainesville, Florida” University of Florida Engineering School of Sustainable Infrastructure and Environment (ESSIE)
  • 5.
    WHAT ARE WETRYING TO FIND?  CALCULATE NUTRIENT REMOVAL FROM MAINTENANCE ACTIVITIES.  USE FSA TOOL FROM “QUANTIFYING NUTRIENT LOADS ASSOCIATED WITH URBAN PARTICULATE MATTER (PM) AND PRACTICES” REPORT BY SANSALONE, RAJE, AND BERRETTA.
  • 6.
    ď‚§ CITY OFGAINESVILLE PERFORMS STREET SWEEPING, CATCH BASIN CLEANOUTS, AND BMP CLEANOUTS. ď‚§ SWEEPINGS KEPT IN SINGLE STOCKPILE UNTIL HAULED TO TRANSFER STATION. ď‚§ INVOICES MAINTAINED FROM TRANSFER STATION DOCUMENTING WEIGHT OF TRUCK. WHAT ARE WE ALREADY DOING?
  • 7.
    1. COLLECT TRANSFERSTATION INVOICES HOW DO WE CAPTURE THE DATA?
  • 8.
    2. DELINEATE WATERSHEDS,STREET SWEEPING ZONES & RECLAIMED WATER AREAS HOW DO WE CAPTURE THE DATA?
  • 9.
    3. DETERMINE WEIGHTOF COLLECTED MATERIAL PER WATERSHED HOW DO WE CAPTURE THE DATA?
  • 10.
    3. DETERMINE WEIGHTOF COLLECTED MATERIAL PER WATERSHED HOW DO WE CAPTURE THE DATA? 8 MI2 X 5.5 MILLION LBS COLLECTED = 33.5 TOTAL MI2 1 1.3M POUNDS COLLECTED IN HOGTOWN CREEK WATERSHED
  • 11.
    4. MULTIPLY NUTRIENTCONCENTRATION BY TOTAL COLLECTED WEIGHT PER WATERSHED HOW DO WE CAPTURE THE DATA? X 361 MG/KG TP CONCENTRATION = 482 LBS REMOVED X 563 MG/KG TN CONCENTRATION = 752 LBS REMOVED
  • 12.
    5. TOTAL NUTRIENTLOAD REDUCTIONS HOW DO WE CAPTURE THE DATA?
  • 13.
    5. TOTAL NUTRIENTLOAD REDUCTIONS HOW DO WE CAPTURE THE DATA?
  • 14.
    5. TOTAL NUTRIENTLOAD REDUCTIONS HOW DO WE CAPTURE THE DATA?
  • 15.
  • 16.
    POTENTIAL IMPROVEMENTS 1. SEPARATESTOCKPILES BASED ON MAINTENANCE ACTIVITY. 0 250 500 750 1000 Street Sweeping BMP Catch Basin TP Conc (mg/kg) TN Conc (mg/kg)
  • 17.
    POTENTIAL IMPROVEMENTS 2. SEPARATESTOCKPILES BASED ON WATERSHED. THIS REPORT USED THE ASSUMPTION ALL MAINTENANCE ACTIVITIES OCCURRED IN PROPORTION TO AREA SWEPT PER WATERSHED.
  • 18.
    POTENTIAL IMPROVEMENTS 2. SEPARATESTOCKPILES BASED ON WATERSHED. 3 STOCKPILES (1 FOR EACH ACTIVITY) X 20 WATERSHEDS 60 STOCKPILES
  • 19.
    POTENTIAL IMPROVEMENTS 3. ESTABLISHWATERSHED PERCENTAGES FOR ALL 3 MAINTENANCE ACTIVITIES.
  • 20.
    POTENTIAL IMPROVEMENTS 3. ESTABLISHWATERSHED PERCENTAGES FOR ALL 3 MAINTENANCE ACTIVITIES. EX: WATERSHED % OF AREA SWEPT % OF BMP CLEAN OUTS % OF CATCH BASIN CLEAN OUTS TUMBLIN CREEK 7% 12% 15%
  • 21.
    POTENTIAL IMPROVEMENTS 4. PERIODICALLYTEST ACTUAL NUTRIENT CONCENTRATIONS. TO CONFIRM NUTRIENT CONCENTRATIONS ASSOCIATED WITH ALL MAINTENANCE ACTIVITIES AND RECLAIMED WATER USE.
  • 22.

Editor's Notes

  • #3 What are we trying to find? Nutrient reduction associated with maintenance.What are we already doing? Streetsweeping, bmp & catch basin cleanout. Clean, Stockpile, & Deliver to Transfer StationHow do we capture the data? Process: Invoice Info, Maps, Assign Weights, Calc LoadingWhat did we find? Show Results, Show Map.How can we Improve?
  • #10 GIS Maps to Determine Mi2 swept in each Watershed.Assign % of Total Area and Multiply by Total Collected Weight
  • #11 GIS Maps to Determine Mi2 swept in each Watershed.Assign % of Total Area and Multiply by Total Collected Weight
  • #12 Multiply Nutrient Concentration by Total Collected Weight Per WatershedAccount for Reclaimed Water AreasEX: Hogtown Creek 325.6 mg/kg of TP Concentration * 1,334,764 Pounds Collected in Hogtown Creek Watershed = 434.68 pounds of TP removed from Hogtown Creek Watershed.
  • #18 More impaired watersheds are more urbanized so it is likely that these watersheds have higher sediment removal per area swept. Also, Gainesville’s more urbanized watersheds have a higher percentage of BMP’s and catch basins which have the higher nutrient concentration than street sweeping.
  • #19 More impaired watersheds are more urbanized so it is likely that these watersheds have higher sediment removal per area swept. Also, Gainesville’s more urbanized watersheds have a higher percentage of BMP’s and catch basins which have the higher nutrient concentration than street sweeping.
  • #20 Once Improvement #1 is implemented and the three maintenance activities have their own pile, GIS can be used to determine the % allocation of BMP and catch basin clean outs to each watershed, just the way it was used to determine % of streetsweeping.
  • #21 Once Improvement #1 is implemented and the three maintenance activities have their own pile, GIS can be used to determine the % allocation of BMP and catch basin clean outs to each watershed, just the way it was used to determine % of streetsweeping.