EVALUATING OPTIONS USING THE SIMULTANEOUS COMPLIANCE MANUAL ST JOHNSBURY, VT PowerPoint PPT Presentation

presentation player overlay
1 / 54
About This Presentation
Transcript and Presenter's Notes

Title: EVALUATING OPTIONS USING THE SIMULTANEOUS COMPLIANCE MANUAL ST JOHNSBURY, VT


1
EVALUATING OPTIONS USING THE SIMULTANEOUS
COMPLIANCE MANUALST JOHNSBURY, VT
  • RED DUFRESNE
  • DUFRESNE ASSOCIATES
  • DA ENGINEERS

2
SUMMARY AND KEY POINTS
  • ORGANIZE AND ANALYZE SYSTEM DATA
  • SPECIFICALLY DEFINE THE PROBLEM
  • CONSIDER BOTH ALTERNATIVES IN MANUAL AND
    ALTERNATIVES YOU DEVELOP
  • TRY THE MOST FEASIBLE ITEMS FIRST
  • BE PATIENT - IT TAKES A YEAR TO SEE RESULTS
  • DEVELOP A LONG TERM DBP REDUCTION PLAN

3
SAINT JOHNSBURY VT
  • SINGLE SOURCE-SURFACE WATER
  • STILES POND
  • RURAL WOODED WATERSHED
  • ONE SHORELINE BOUNDED BY ROUTE 18
  • POND SURFACE IS 146 ACRES
  • POND VOLUME 450 MG
  • AVERAGE DEPTH 10 FEET
  • SINGLE LEVEL INTAKE IN 10.7 FEET OF WATER

4
SAINT JOHNSBURY VT
  • RAW WATER QUALITY
  • TYPICAL COLOR 10 TO 20 CU (TRUE)
  • TYPICAL TURBIDITY 1 TO 2 NTUS
  • TOC 8 TO 10 PPM (WINTER-SUMMER)
  • HARDNESS 70 TO 90 PPM AS CaCO3
  • ALKALINITY 120 PPM AS CaCO3
  • IRON lt0.1 PPM
  • MANGANESE 0.02 TO O.3 PPM
  • NO SIGNIFICANT TASTES/ODORS
  • NO SIGNIFICANT ALGAL ISSUES

5
SAINT JOHNSBURY VT
  • WATER TREATMENT PLANT
  • PACKAGE TRIDENT
  • 3 MGD CAPACITY
  • RAW WATER PUMPS
  • ALUM AND POLYMER (Praestol N3100 LTR)
  • POTASSIUM PERMANGANATE
  • CAUSTIC SODA
  • FLOURIDE
  • SODIUM HYPOCHLORITE
  • ADEQUATE TOC REMOVAL AS PER S1D/DBP RULE

6
ST J WATER TREATMENT PLANT
  • CHARACTERISTICS
  • 1.4 MGD AVERAGE DAY
  • 1.7 MGD MAXIMUM DAY
  • SMALL CLEARWELL 145,000 MG
  • OFF/OPERATION
  • WASTE PROCESS WATER RECYCLE SYSTEM
  • LAGOONS WITH DISCHARGE PERMIT

7
SAINT JOHNSBURY VT
  • DISTRIBUTION SYSTEM
  • 53 MILES OF DI OR CI PIPE
  • 21.7 MILES OF UNLINED CAST IRON
  • 20 MILES OF PIPE 6-INCH DIAMTER OR LESS
  • CLEARWELL PLUS FIVE STORAGE TANKS
  • 317 CUSTOMERS (80 RESIDENTIAL)

8
St J Water Distribution System
9
PROBLEM
10
STATE REQUIRED REPORT FOR DBP REDUCTION
  • REVIEW DATA AND SYSTEM CHARACTERISTICS
  • DEFINE PROBLEM
  • DEVELOP AND EVALUATE ALTERNATIVE
  • DEVELOP RECOMMENDATIONS
  • IDENTIFY FUNDING REQUIREMENTS

11
Assemble Data
  • THM and HAA data
  • Feed Rates
  • Free and combined residual leaving plant
  • TOC and/or DOC
  • Free and combined residual at total coliform
    sample sites
  • System and subsystem flow

12
(No Transcript)
13
FREE CHLORINE RESIDUALS AT COLIFORM SAMPLE SITES
  • Fire Station 0.6 to 1.7 mg/l
  • Sewer Department 0.2 to 1.2 mg/l
  • Breezy Hill Pump 0.9 TO 2.2 mg/l
  • UPS Industrial Park 0.18 to 1.66 mg/l

14
Customer Complaints
  • Date
  • Location
  • Summary of Complaint
  • Conclusions
  • Actions taken

15
WATER SYSTEM BASE MAP AND COMPUTER MODEL
16
Result of Water Age Analysis - Location 1
Industrial Parkway
17
Result of Water Age Analysis - Location 6
Memorial Drive (Route 5)
18
INACTIVE WATER STORAGE
19
DEFINE THE PROBLEM
  • Violation of Stage 1 Disinfectants Disinfection
    Byproducts
  • Consistent levels of THM between 80 and 95 ppb
  • Higher than necessary chlorine residual
  • But some areas with no free residual
  • High Water Age in Areas of the System
  • Stagnant Water Storage Tanks

20
DEFINE THE PROBLEM
  • Any other factors
  • No Coliform Hits
  • HAAs are acceptable under the S1D/DBP Rule
  • No Significant Customer Complaints
  • Adequate color removal
  • Adequate TOC removal

21
OBJECTIVES
  • OBTAIN COMPLIANCE WITH THE S1 D/DBP RULE
  • DEVELOP A PLAN TO BE IN COMPLIANCE WITH THE S2
    D/DBP RULE
  • INSURE MICROBIAL THREATS ARE MINIMIZED
  • MINIMIZE CAPITAL AND OPERATIONAL COSTS ON THIS
    ISSUE

22
ALTERNATIVES
23
ALTERNATIVES
  • IMPROVING AND OPTIMIZING CURRENT OPERATIONS
  • INSTALLING TOC OR MICROBIAL REMOVAL EQUIPMENT
  • IMPLEMENTING ALTERNATI VE DISINFECTION STRATEGIES

24
IMPROVING AND OPTIMIZING CURRENT OPERATIONS
  • Source Management
  • Distribution System BMPs
  • Move Point of Chlorination
  • Decrease pH

25
IMPROVING AND OPTIMIZING CURRENT OPERATIONS
  • Reduce Chlorine Dose (especially during summer
    and fall)
  • Modify Pre-Sedimentation Basin Operation
  • Enhanced Coagulation
  • Enhanced Softening

26
TOC and/or MICROBIAL REMOVAL DEVICES
  • Granular Activated Carbon
  • Microfiltration or Ultrafiltration
  • Nanofiltration
  • Other Methods
  • Bank filtration
  • Improved Filter Performance
  • Bag or Cartridge Filtration
  • Second Stage or Series filtration

27
ALTERNATIVE DISINFECTION
  • Primary Disinfection (Other than free Chlorine)
  • Monochloramines
  • Ozone
  • Ultraviolet
  • Chlorine Dioxide

28
ALTERNATIVE DISINFECTION
  • Secondary Disinfection (Only two choices)
  • Free Chlorine
  • Monochloramine

29
Source Management
  • Alternative Source Flexibility
  • Intake Placement
  • Location
  • Vertical
  • Flexibility
  • Raw Water Aeration

30
Distribution System BMPs
  • Water Age Management
  • Mixing in Water Storage Tanks
  • Decommission Storage Tanks
  • Adding Pipe Interconnections
  • Booster Disinfection
  • Water Main Flushing
  • Self Assessment

31
Other BMPs
  • Pressure Zone Configuration
  • Pipeline Rehabilitation
  • Finished Water Storage Tank Inspection

32
Distribution BMP Challenges
  • Re-suspension of Sediments
  • Issues Disposing Flush Water
  • Lining Materials Leaching into Water
  • Less System Storage Available for Fire and
    Emergency
  • Increase in Lost Water

33
BMP Results in Saint Johnsbury
  • Flushing the system resulted in highest ever
    reading for TTHM
  • Modeling indicates that mixing storage tanks
    would increase water age for customers near tanks

34
Other Operational Items
  • Move Point of Chlorination

35
Other Operational Items
  • Decreasing pH
  • Reducing Chlorine Dose during Warm Water
    Temperatures
  • Modify Pretreatment Basins
  • Enhanced Coagulation
  • Enhanced Softening

36
RESULTS FOR ST JOHNSBURY
  • Decreasing pH is not an alternative
  • Move Chlorination Point
  • Reducing Chlorine Dose
  • Pretreatment Unit Operation
  • Enhanced Coagulation
  • Enhanced Softening (Not an Alternative)

37
RESULTS FOR ST JOHNSBURY
  • Eliminated Pre-chlorination
  • Reduced Chlorine Dose

38
RESULTS FOR ST JOHNSBURY
  • Alternatives not in the Guidance Manual
  • Pre-oxidation with KMnO4
  • Move the KMnO4 Injection Point to Intake
  • Optimize Treatment Process
  • Eliminate Waste Process Water Recycle
  • Extend Clarifier Flush Duration
  • Extend Backwash Duration
  • Extend Filter to Waste Duration

39
TOC AND MICROBIAL REMOVAL EQUIPMENT
  • Granular Activated Carbon
  • Microfiltration
  • Ultrafiltration
  • Nanofiltration
  • Other Methods
  • Bank filtration
  • Improved Filter Performance
  • Bag or Cartridge Filtration
  • Second Stage or Series filtration

40
Granular Activated Carbon
  • Replace the Anthracite Layer with GAC
  • Replace the Media with GAC
  • Replace the Mixed Media Trident filter Units with
    Deep Bed GAC
  • Series Filtration at two Locations
  • PAC
  • Not noted as a TOC Removal alternative in the
    Guidance Manual

41
GAC Issues
  • Advantages
  • Removes DBP Precursors
  • Removes Taste and Odor
  • Can Receive a 0.5 log Cryptosporidium Removal
    Credit
  • Can Be Used as a BAF after ozone to remove AOC
  • Disadvantages
  • Previously Adsorbed Compounds can be Released
  • Bacteria Growth can be Released

42
LIFE CYCLE COSTS GAC
43
Alternative Primary Disinfectants
  • Free Chlorine
  • Monochloramines
  • Ozone
  • Ultraviolet
  • Chlorine Dioxide

44
ALTERNATIVE PRIMARY DISINFECTION
45
SECONDARY DISINFECTION
Monochloramines
46
SUMMARY OF ALTERNATIVES
  • Source Management -More Data Required
  • Raw Water Aeration?
  • Sampling Plan for
  • Dissolved Oxygen
  • Color
  • TOC
  • Manganese
  • Turbidity
  • Algae

47
Distribution System BMPs
  • Flushing Plan
  • Mixing Storage Tanks
  • Decommission Storage Tanks
  • Add pipe Interconnections
  • Clean and Line Pipes
  • Booster Chlorination

48
Optimize Treatment
  • Eliminate Pre-chlorination
  • Add KMnO4
  • Construct Larger Clearwell
  • Extend Flush Duration
  • Extend Backwash Duration
  • Extend filter to Waste Duration
  • Eliminate Recycle

49
Proposed DBP Reduction Plan
  • Eliminate Pre-chlorination
  • Feed KMnO4 as a pre-oxidant
  • Reduce Chlorine Feed at Plant
  • Boost Chlorine at Pump Station
  • Construct Chlorination Booster Station for
    Consecutive System
  • Begin Long Term data Collection for New Intake

50
Proposed DBP Reduction Plan
  • Extend KMnO4 Feed Line to Inlet
  • Abandon Alum Lagoons and Recycle System
  • Build Additional Clearwell

51
What if we then cant meet the S2 D/DBP Rule?
  • Switch to Monochloramines for Secondary
    Disinfection
  • If this does not demonstrate compliance proceed
    with GAC Series Filtration
  • If this does not demonstrate compliance proceed
    with Ozonation

52
Early Results
  • Eliminated Pre-chlorination
  • Initiated KMnO4
  • Reduced Chlorine Dose

53
(No Transcript)
54
SUMMARY
  • ORGANIZE AND ANALYZE SYSTEM DATA
  • SPECIFICIALLY DEFINE THE PROBLEM
  • CONSIDER BOTH ALTERNATIVES IN THE GUIDANCE MANUAL
    AND ALTERNATIVES YOU DEVELOP
  • TRY THE MOST FEASIBLE ITEMS FIRST
  • BE PATIENT - IT TAKES A YEAR TO SEE RESULTS
  • DEVELOP A LONG TERM DBP REDUCTION PLAN
Write a Comment
User Comments (0)
About PowerShow.com