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
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