Flow From a Faucet, Flushing a Service Line, 90 th Percentile Lead and Copper Rule, Copper Sulfate Application Rates in Waterworks Operation Math for Water.

Slides:



Advertisements
Similar presentations
Amherst , MA, Drinking Water System Atkins Water Treatment Plant
Advertisements

Federalism Consultation for the Lead and Copper Rule Long-Term Regulatory Revisions Office of Groundwater and Drinking Water November 15,
Basic Math Area Formulas
Zelienople Water Department Sources and Treatment.
C. T Calculation Math for Water Technology MTH 082 (pg. 468) Math for Water Technology MTH 082 (pg. 468) “Required by Law”
CE 370 Filtration.
TENNYSON BEN-KALIO A CHE 120 PROF. WAN JIN JANHG.
Surface Water Treatment Plant
The New Low Lead Regulations 2014 AWWA Meeting February 26, 2014 LAURA A. TAYLOR (334)
Catfish Pond Construction Gary Burtle Animal & Dairy Science, UGA Tifton, GA.
Basic Hydraulics Density, Specific Gravity
Well Disinfection Math for Water Technology MTH 082 Lecture
WELCOME TO THE KENNEBEC WATER DISTRICT FILTRATION PLANT.
Groundwater Math Math for Water Technology MTH 082 Lecture 2 Well Drawdown, Well yield, Specific Capacity, Well Disinfection Course Reader Week 2 Chapter.
South Fork WT Plant Tour 5/1/2007 South Fork WT Plant Tour 5/1/2007.
Filter Loading and Backwash Rates Well Yields and Chlorine Dosage in Waterworks Operation Math for Water Technology MTH 082 Lecture Chapter 4 & 8- Applied.
Water Treatment for NYC Croton Schematic. NYC Filtration Plant for Delaware and Catskill Systems  Filtration avoidance criteria  Alternatives to Filtration.
Math for Water Technology MTH 082 (pg. 468)
Health effects of common drinking water standards
Water Treatment for NYC Croton Schematic. NYC Filtration Plant for Delaware and Catskill Systems ä Filtration avoidance criteria ä Alternatives to Filtration.
Willamette Water Treatment Plant
Basic Hydraulics of Flow (Pipe flow, Trench flow, Detention time)
NYC Filtration Plant for Delaware and Catskill Systems ä Filtration avoidance criteria ä Alternatives to Filtration? ä Where should the plant(s) be located?
Basic Math Conversions Math for Water Technology MTH 082 Fall 08 Chapters 1, 2, 4, and 7 Lecture 1 Math for Water Technology MTH 082 Fall 08 Chapters 1,
Basic Math Midterm Review Math for Water Technology MTH Math for Water Technology MTH
Math Midterm Review Math for Water Technology MTH 082.
Water Meter Accuracy, Percent Solution Strength and Determining Chlorine Dosage Solution Strength in Waterworks Operation Math for Water Technology MTH.
Flowmeters, Basic Hydraulics of Pipe Flow, Carrying Capacity and Continuity Equation Math for Water Technology MTH 082 Lecture 5 Hydraulics Chapter 7;
Math Final Exam Review Math for Water Technology MTH 082.
Basic Chemical Calculations, Determining Chlorine Dose in Waterworks Operation Math for Water Technology MTH 082 Lecture 1 Handout on water chemistry,
Inorganic Chemicals (IOC) Non-Metals Sampling Procedures.
Molalla Water Treatment Plant Field Trip 4/24/07 Molalla Water Treatment Plant Field Trip 4/24/07.
Chlorination & Chlorine Demand
Basic Hydraulics Pressure and Force
WASTEWATER STABILIZATION LAGOON PROCESS
PHOSPHORUS REMOVAL FOR LAGOON OPERATORS WHY THE CONCERN OVER P.
Basic Math Surface Area and Volume and Surface Area Formulas
CTC 450 Review Water Quality Water Distribution Systems.
Water Treatment Processes. Why do we need to treat our drinking water?  Industrial runoff  Agricultural runoff  Road runoff  Residential runoff.
Lead in Drinking Water EPA’s Lead and Copper Rule Rick Rogers, Chief Drinking Water Branch U. S. EPA Region 3 District of Columbia Council of Governments.
Lead Poisoning St. Albans Health Department. Lead Poisoning in Children One of the most common environmental child health problems today Caused by too.
Processing, distribution and use of water.
The Safe Drinking Water Act (SDWA) SAFE 210. Overview Enacted in 1974 to: Enacted in 1974 to: –Protect public health by regulating the nation’s public.
Lead and Copper Sampling Procedures
Dr. Joel J. Ducoste, North Carolina State University, 1 Importance of water “Water is life” Looking at water, you might think that it's the most simple.
Southeast Energy/Water Interdependence Exercise Basic Drinking Water Treatment EPA-R4 Drinking Water Section April 25, 2007.
Physical Properties Discharge rate, temperature and other physical attributes of the stream.
Instructors: Greg & Patresha Pearson, RN; CSUS-OWP Instructors © GREPA Health & Environmental – All rights reserved Drinking Water Workshops Essential.
Water Supply in the Field. Objectives Importance of safe water in the field ResponsibilitiesDefinitions Rules for water use Types of sources and considerations.
Date: Monday, May 11 th 2015 Topic: Water Purification Objective: To recognize the stages of it.
Inorganic Chemicals (IOC) Metals Sampling Procedures.
What’s new in Water Treatment? Coagulants and Filter Aids Sticky Particles vs. Sticky Media Coagulants and Filter Aids Sticky Particles vs. Sticky Media.
SATMathVideos.Net Water is pumped into an tank at 20 gallons per minute. The tank has a length of 10 feet and a width of 5 feet. If the tank starts empty,
University of Wyoming Environmental Engineering Senior Design Team Leah Birgen Brent Brouillard.
Activities Review for the Water Unit Test.
ENVIRONMENTAL SCIENCE 5.4 The Waterworks. At the Waterworks When reservoirs or rivers are the source of drinking water, the water must be treated to remove.
Water Resources Department June 2, The city’s water is safe for children, adults and pets. We are in full compliance with all regulations dictated.
Safe, Clean and Drinkable
SWDA.  The average total home water use for each person in the U.S. is about 50 gallons a day.  The average cost for water supplied to a home in the.
Drinking Water and Lead Customer Version 2 September 20, 2016.
Water Quality & micro-organisms
Amherst , MA, Drinking Water System Atkins Water Treatment Plant
Chlorination & Chlorine Demand
welcome to the Kennebec water district filtration plant
Unraveling the Mysteries
Air Pollution and Respiratory Health
Drinking-water Treatment
Some Equations and Applications for Drinking Water Operations
مبانی کار تصفیه‌خانه‌های آب
Flint Water.
Presentation transcript:

Flow From a Faucet, Flushing a Service Line, 90 th Percentile Lead and Copper Rule, Copper Sulfate Application Rates in Waterworks Operation Math for Water Technology MTH 082 Lecture Chapter 8&15- Applied Math for Water Plant Operators Water Sources and Storage (Chapter 8 pg ) Laboratory Ch 15 (pg ); Hydraulics Chapter 7 Flow Rate- Basic science Concepts and Applications (pg )

Objectives 1.Flow from a faucet 2.Flushing a service line 3.90 th percentile Lead and Copper 4.Copper Sulfate Application 1.Flow from a faucet 2.Flushing a service line 3.90 th percentile Lead and Copper 4.Copper Sulfate Application Reading assignment: Chapter 8&15- Applied Math for Water Plant Operators Water Sources and Storage (Chapter 8 pg ) Laboratory Ch 15 (pg ); Hydraulics Chapter 7 Flow Rate- Basic science Concepts and Applications (pg ) Reading assignment: Chapter 8&15- Applied Math for Water Plant Operators Water Sources and Storage (Chapter 8 pg ) Laboratory Ch 15 (pg ); Hydraulics Chapter 7 Flow Rate- Basic science Concepts and Applications (pg )

Conventional Treatment Conventional Treatment – Where are these calculations applied in the big picture? 2. Flocculation 3. Sedimentation 4. Filtration 1. Coagulation Pretreatme nt Raw Water Rapid or flash Mixing Alum, polymer Rapid or flash Mixing Alum, polymer Slow Fast Sludge Washwater 5. Clear Well Disinfection 5. Clear Well Disinfection Distribution Clearwell Backwash pumps Clearwell Backwash pumps Chlorination Ozone UV Chlorination Ozone UV Copper Sulfate Application Faucet and Flushing 90 th Percentile Lead and Copper

Flow From a Faucet For small water systems: Record time it takes to fill a one gallon bucket Flow, gpm= Volume (gal) Time (min) Ideal flow rate is 0.5 gpm! For small water systems: Record time it takes to fill a one gallon bucket Flow, gpm= Volume (gal) Time (min) Ideal flow rate is 0.5 gpm! 0.5 gallons

The flow from a faucet filled up a 1 gallon container in 45 seconds. What was the gpm flow rate from the faucet? sec= 45 seconds = 45 sec/60sec/min=0.75 min Flow, gpm= Volume (gal) Time (min) Flow, gpm = Vol (gal) 0.75 (min) Flow, gpm = 1 (gal) 0.75 (min) Flow, gpm= 1.3 gpm sec= 45 seconds = 45 sec/60sec/min=0.75 min Flow, gpm= Volume (gal) Time (min) Flow, gpm = Vol (gal) 0.75 (min) Flow, gpm = 1 (gal) 0.75 (min) Flow, gpm= 1.3 gpm Given Formula Solve: Given Formula Solve: gpm gpm gpm gpm gpm gpm gpm gpm

The flow from a faucet filled up a 1 gallon container in 52 seconds. What was the gpm flow rate from the faucet? sec= 52 seconds = 52 sec/60sec/min=0.87 min Flow, gpm= Volume (gal) Time (min) Flow, gpm = Vol (gal) 0.87 (min) Flow, gpm = 1 (gal) 0.87 (min) Flow, gpm= 1.1 gpm sec= 52 seconds = 52 sec/60sec/min=0.87 min Flow, gpm= Volume (gal) Time (min) Flow, gpm = Vol (gal) 0.87 (min) Flow, gpm = 1 (gal) 0.87 (min) Flow, gpm= 1.1 gpm Given Formula Solve: Given Formula Solve: gpm gpm gpm gpm gpm gpm gpm gpm

The flow from a faucet filled up a 1 gallon container in 1 minute 12 seconds. What was the gpm flow rate from the faucet? sec= 12 seconds = 12 sec/60sec/min=0.2 min 1 minute min = 1.2 minutes Flow, gpm= Volume (gal) Time (min) Flow, gpm = Vol (gal) 1.2 (min) Flow, gpm = 1 (gal) 1.2 (min) Flow, gpm= 0.8 gpm sec= 12 seconds = 12 sec/60sec/min=0.2 min 1 minute min = 1.2 minutes Flow, gpm= Volume (gal) Time (min) Flow, gpm = Vol (gal) 1.2 (min) Flow, gpm = 1 (gal) 1.2 (min) Flow, gpm= 0.8 gpm Given Formula Solve: Given Formula Solve: gpm gpm gpm gpm gpm gpm gpm gpm

At a flow rate of 1.2 gpm, how long (minutes) should it take to fill a one gallon container? Flow = 1.2 gpm Flow, gpm= Volume (gal) Time (min) 1.2 gpm = 1 (gal) X (min) 1.2 gpm (x min) = 1 (gal) Min X = 1 gal 1.2 gpm X= 0.8 min Flow = 1.2 gpm Flow, gpm= Volume (gal) Time (min) 1.2 gpm = 1 (gal) X (min) 1.2 gpm (x min) = 1 (gal) Min X = 1 gal 1.2 gpm X= 0.8 min Given Formula Solve: Given Formula Solve: min min min min min min min min

Flushing a Line Flushing is considered adequate when the water in the service line has been replaced twice! Volume= (D)(D)(L) Conversion= (7.48 gal/ft 3 ) Flow time, min= Pipe Volume (gal) ( 2 ) Flow Rate, gpm Flow time, min = (D)(D)(L) (7.48 gal/ft 3 ) ( 2 ) Flow Rate, gpm Don’t forget its twice the line! Flushing is considered adequate when the water in the service line has been replaced twice! Volume= (D)(D)(L) Conversion= (7.48 gal/ft 3 ) Flow time, min= Pipe Volume (gal) ( 2 ) Flow Rate, gpm Flow time, min = (D)(D)(L) (7.48 gal/ft 3 ) ( 2 ) Flow Rate, gpm Don’t forget its twice the line! 2 X

How long (minutes) will it take to flush a 50 ft length of ¾ inch diameter service line if the flow through the line is 0.5 gpm? D= ¾ inch (1ft/12 inch) =0.06 ft; L= 50 ft; Rate=0.5 gpm A=0.785 (D)(D)(L)(7.48 gal/ft 3 ) Flow time, min= Pipe Volume (gal) ( 2 ) Flow Rate, gpm D= 0.75 in/12in/1ft=0.06 ft Flow= (0.06 ft)(0.06 ft)(50 ft)(7.48 gal/ft 3 )( 2 ) 0.5 gpm Flow = 4.2 min D= ¾ inch (1ft/12 inch) =0.06 ft; L= 50 ft; Rate=0.5 gpm A=0.785 (D)(D)(L)(7.48 gal/ft 3 ) Flow time, min= Pipe Volume (gal) ( 2 ) Flow Rate, gpm D= 0.75 in/12in/1ft=0.06 ft Flow= (0.06 ft)(0.06 ft)(50 ft)(7.48 gal/ft 3 )( 2 ) 0.5 gpm Flow = 4.2 min Given Formula Solve: Given Formula Solve: min min min min min min min min

How long (minutes) will it take to flush a 40 ft length of ¾ inch diameter service line if the flow through the line is 0.7 gpm? D= ¾ inch, (1ft/12 inch) =0.06 ft;L= 40 ft; Rate=0.7 gpm A=0.785 (D)(D)(L)(7.48 gal/ft 3 ) Flow time, min= Pipe Volume (gal) ( 2 ) Flow Rate, gpm D= 0.75 in/12in/1ft=0.06 ft Flow= (0.06 ft)(0.06 ft)(40 ft)(7.48 gal/ft 3 )( 2 ) 0.7 gpm Flow = 2.4 min D= ¾ inch, (1ft/12 inch) =0.06 ft;L= 40 ft; Rate=0.7 gpm A=0.785 (D)(D)(L)(7.48 gal/ft 3 ) Flow time, min= Pipe Volume (gal) ( 2 ) Flow Rate, gpm D= 0.75 in/12in/1ft=0.06 ft Flow= (0.06 ft)(0.06 ft)(40 ft)(7.48 gal/ft 3 )( 2 ) 0.7 gpm Flow = 2.4 min Given Formula Solve: Given Formula Solve: min min min min min min min min

At a flow rate of 0.5 gpm, how long (in minutes and seconds ) will it take to flush a 65 ft length ¾ inch diameter service? D= ¾ inch, (1ft/12 inch) =0.06 ft;L= 65ft; Rate=0.5 gpm A=0.785 (D)(D)(L)(7.48 gal/ft 3 ) Flow time, min= Pipe Volume (gal) ( 2 ) Flow Rate, gpm D= 0.75 in/12in/1ft=0.06 ft Flow= (0.06 ft)(0.06 ft)(65 ft)(7.48 gal/ft 3 )( 2 ) 0.5 gpm Flow = 5.5 min or 5 min and 30 sec D= ¾ inch, (1ft/12 inch) =0.06 ft;L= 65ft; Rate=0.5 gpm A=0.785 (D)(D)(L)(7.48 gal/ft 3 ) Flow time, min= Pipe Volume (gal) ( 2 ) Flow Rate, gpm D= 0.75 in/12in/1ft=0.06 ft Flow= (0.06 ft)(0.06 ft)(65 ft)(7.48 gal/ft 3 )( 2 ) 0.5 gpm Flow = 5.5 min or 5 min and 30 sec Given Formula Solve: Given Formula Solve: 1.2 min, 74 sec 2.5 min, 5 seconds 3.91 min, 60 sec 4.5 min, 30 seconds 1.2 min, 74 sec 2.5 min, 5 seconds 3.91 min, 60 sec 4.5 min, 30 seconds

Lead mg/L is the Action Limit MCLG = 0 mg/L Health Effect Delays in physical or mental development Children could show slight deficits in attention span and learning abilities Source Corrosion of household plumbing systems Erosion of natural deposits Household dust containing lead from lead-based paint mg/L is the Action Limit MCLG = 0 mg/L Health Effect Delays in physical or mental development Children could show slight deficits in attention span and learning abilities Source Corrosion of household plumbing systems Erosion of natural deposits Household dust containing lead from lead-based paint

What are the MCLG and Action level for lead in drinking water? 1.15 ppb and 15 ppb 2.0 and 15 ppb 3.15 ppb and 50 ppb 4.10 ppb and 50 ppb 1.15 ppb and 15 ppb 2.0 and 15 ppb 3.15 ppb and 50 ppb 4.10 ppb and 50 ppb

The Lead and Copper Rule addresses which of the following items: 1.Requires water suppliers to use only lead pipes for water distribution 2.Establishes requirements for lead pipe replacement 3.Determines action levels for lead and copper in drinking water 4.Establishes a treatment technique including corrosion control 5.2, 3 and 4 1.Requires water suppliers to use only lead pipes for water distribution 2.Establishes requirements for lead pipe replacement 3.Determines action levels for lead and copper in drinking water 4.Establishes a treatment technique including corrosion control 5.2, 3 and 4

A system will be required to replace service lines made of lead (Pb) after what series of events - check all that apply. 1.System fails to meet the lead action level in tap samples after installing corrosion control. 2.System fails to meet the lead action level in tap samples after source water treatment. 3.Systems that fail to monitor for lead on a monthly basis. 4.Systems that have budgeted for service line replacement. 5.1 and 2 Only 1.System fails to meet the lead action level in tap samples after installing corrosion control. 2.System fails to meet the lead action level in tap samples after source water treatment. 3.Systems that fail to monitor for lead on a monthly basis. 4.Systems that have budgeted for service line replacement. 5.1 and 2 Only

Which of the following are potential problems associated with lead exposure in children? 1.Brain damage and lower intelligence 2.Behavior and learning problems 3.Aches or pains in stomach 4.All of the above 1.Brain damage and lower intelligence 2.Behavior and learning problems 3.Aches or pains in stomach 4.All of the above

A component of the 1986 SDWA amendments was to “GET THE LEAD OUT”? 1.True 2.False 1.True 2.False

What are some of the health effects of short term exposure to lead? 1.Causes excessively brittle bones 2.Delays in physical and mental development in babies and children 3.Causes kidney disease 4.There are no short term health effects 1.Causes excessively brittle bones 2.Delays in physical and mental development in babies and children 3.Causes kidney disease 4.There are no short term health effects

According to the Lead and Copper Rule, the action for the 90th percentile lead level is: mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l

Copper 1.3 mg/L is the MCL Health Effect Copper is an essential nutrient, required by the body in very small amounts. Short periods of exposure can cause gastrointestinal disturbance, including nausea and vomiting. Long periods of exposure liver or kidney damage Source Corrosion of copper plumbing Erosion of natural deposits Copper mining and smelting operations 1.3 mg/L is the MCL Health Effect Copper is an essential nutrient, required by the body in very small amounts. Short periods of exposure can cause gastrointestinal disturbance, including nausea and vomiting. Long periods of exposure liver or kidney damage Source Corrosion of copper plumbing Erosion of natural deposits Copper mining and smelting operations

90 th percentile Lead and Copper The action level for lead is mg/L and 1.3 mg/L copper? Given the following data for lead concentrations find the 90 th percentile and determine if the utility has to proceed with a corrosion control program: mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L The action level for lead is mg/L and 1.3 mg/L copper? Given the following data for lead concentrations find the 90 th percentile and determine if the utility has to proceed with a corrosion control program: mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L

90 th percentile Lead and Copper Line em up from largest at the top to smallest at the bottom. The action level for lead is mg/L Line em up from largest at the top to smallest at the bottom. The action level for lead is mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L 90 th percentile is mg/L So it exceeds the Action Limit of mg/L Corrosion control needed!! 90 th percentile is mg/L So it exceeds the Action Limit of mg/L Corrosion control needed!!

90 th percentile Lead and Copper The action level for lead is mg/L and 1.3 mg/L copper? Given the following data for copper concentrations find the 90 th percentile and determine if the utility has to proceed with a corrosion control program: mg/L mg/L 0.92 mg/L 0.87 mg/L 0.85 mg/L 0.83 mg/L 0.82 mg/L 0.80 mg/L 0.79 mg/L 0.78 mg/L The action level for lead is mg/L and 1.3 mg/L copper? Given the following data for copper concentrations find the 90 th percentile and determine if the utility has to proceed with a corrosion control program: mg/L mg/L 0.92 mg/L 0.87 mg/L 0.85 mg/L 0.83 mg/L 0.82 mg/L 0.80 mg/L 0.79 mg/L 0.78 mg/L

90 th percentile Lead and Copper Line em up from largest at the top to smallest at the bottom. The action level for copper is 1.3 mg/L 90 th percentile is mg/L So it is less then the Action Limit of 1.3 mg/L No corrosion control needed! 90 th percentile is mg/L So it is less then the Action Limit of 1.3 mg/L No corrosion control needed! mg/L mg/L 0.92 mg/L 0.87 mg/L 0.85 mg/L 0.83 mg/L 0.82 mg/L 0.80 mg/L 0.79 mg/L 0.78 mg/L mg/L mg/L 0.92 mg/L 0.87 mg/L 0.85 mg/L 0.83 mg/L 0.82 mg/L 0.80 mg/L 0.79 mg/L 0.78 mg/L

Copper Sulfate Application Copper Sulfate pentahydrate (spray or drag a bag): CuSO 4 * 5H 2 O For algae control in a small lake, a dosage of 0.5 mg/L copper is desired. Copper Sulfate, lbs= (mg/L Cu)(vol, MG)(8.34 lb/gal) % available Cu 100 Desired Dose= Actual Dose 5.4 lbs CuSO 4 /1 ac = x lbs CUSO 4 / Actual area, ac Copper Sulfate pentahydrate (spray or drag a bag): CuSO 4 * 5H 2 O For algae control in a small lake, a dosage of 0.5 mg/L copper is desired. Copper Sulfate, lbs= (mg/L Cu)(vol, MG)(8.34 lb/gal) % available Cu 100 Desired Dose= Actual Dose 5.4 lbs CuSO 4 /1 ac = x lbs CUSO 4 / Actual area, ac

For algae control in a small lake, a dosage of 0.5 mg/L copper is desired. The lake has a volume of 20 MG. How many lbs of copper sulfate pentahydrate will be required? (Copper sulfate pentahydrate contains 25% available copper?) Mg/L= 0.5; V=20 MG, 25% or 25/100 or.25% Cu Copper Sulfate, lbs= (mg/L Cu)(vol, MG)(8.34 lb/gal) % available Cu 100 Copper Sulfate, lbs= (0.5 mg/L Cu)(20 MG)(8.34 lb/gal) 25 % available Cu 100 Copper Sulfate, lbs= 334 lbs CUSO 4 Mg/L= 0.5; V=20 MG, 25% or 25/100 or.25% Cu Copper Sulfate, lbs= (mg/L Cu)(vol, MG)(8.34 lb/gal) % available Cu 100 Copper Sulfate, lbs= (0.5 mg/L Cu)(20 MG)(8.34 lb/gal) 25 % available Cu 100 Copper Sulfate, lbs= 334 lbs CUSO 4 Given Formula Solve: Given Formula Solve: lbs 2.40 lbs lbs 4.42 lbs lbs 2.40 lbs lbs 4.42 lbs

Lake Oswego has a surface area of 415 acres. If the desired copper sulfate dose is 5.4 lbs/ac, how many lbs of copper sulfate are required? Desired 5.4 lbs/acre, Area 415 acres, Actual? Desired Dose= Actual Dose 5.4 lbs CuSO 4 = x lbs CUSO 4 1 ac Actual area, ac 5.4 lbs CuSO 4 = x lbs CUSO 4 1 ac 415 ac 2241 lbs CuSO 4 Desired 5.4 lbs/acre, Area 415 acres, Actual? Desired Dose= Actual Dose 5.4 lbs CuSO 4 = x lbs CUSO 4 1 ac Actual area, ac 5.4 lbs CuSO 4 = x lbs CUSO 4 1 ac 415 ac 2241 lbs CuSO 4 Given Formula Solve: Given Formula Solve: lbs lbs lbs 4.2 lbs lbs lbs lbs 4.2 lbs

Today’s objective: Flow From a Faucet, Flushing a Service Line, 90 th Percentile Lead and Copper Rule, Copper Sulfate Application Rates in Waterworks Operation has been met? 1.Strongly Agree 2.Agree 3.Neutral 4.Disagree 5.Strongly Disagree 1.Strongly Agree 2.Agree 3.Neutral 4.Disagree 5.Strongly Disagree