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The City of Marco Island
A Worldwide Problem Comes to Marco
Copper Pipe Pinhole Leaks
The City of Marco Island
A Worldwide Problem Comes to Marco
Copper Pipe Pinhole Leaks
March 19, 2007March 19, 2007
2
A Worldwide Problem Comes to Marco Island…A Worldwide Problem Comes to Marco Island…
Nationwide Distribution of Locations Reporting Pinhole Leaks Between 2000 and 2004
AND THE LEAKS GO ON….. Pinhole leaks in copper water pipes are leaving many experts perplexedand driving hundreds of Maryland homeowners to distraction. Theories abound, ranging from poor materials to improper installation to what's in the water. In the end, it's still a mystery.
July 1, 2000 Sandra Fleishman
3
July 2000 WSSC
"The Washington Suburban Sanitary Commission (WSSC) experts believe that pinhole leaks are not the result of corrosive water but of dissimilar metals interacting and starting a battery of reactions that just consume the pipe.Otherwise, dissolving of the copper would be a widely spread problem.”(Washington Post, July 2000)
Pinhole leaks in copper plumbing are a
widespread problem that affects property
owners throughout the United States and
elsewhere in the world. Although much
research has been conducted around the
issue, no definitive cause has been
determined to date. As the leaks were
discovered in our area, Sarasota County
Utilities was quick to establish a local task
force to research the problem and potential
solutions.
A Worldwide Problem Comes to Marco Island…A Worldwide Problem Comes to Marco Island…
4
Where Have Leaks Been Detected?Where Have Leaks Been Detected?
• A nationwide issue- EPA studies- AWWA studies
St. Petersburg FloridaPin hole leaks in copper piping have reached alarming proportions, and seems to be gaining momentum. Much has been written on this subject.Some say the pin hole pox is due to inferior grades or imported copper tubing. Some have CopperKnight.com published such scholarly works
on the subject that would leave world class Rocket Scientists scratching their heads.There have been many methods tried over the years
in an attempt to deal with this problem. They all had one thing in common: each attempted to deal with the effects of the problem instead of the cause.
5
Where Have Leaks Been Detected?Where Have Leaks Been Detected?
February 1997 Richard A. Dunham and Clifford A. Russell
FLORIDA WATER RESOURCES JOURNALPinholes in copper plumbing are a major problem in Central Florida as well as other parts of the state and the country. Why do they occur in certain areas and not in others? Perhaps more important, what can be done to prevent the problem in the first place? The Water Quality Laboratory at Orlando Utilities Commission began examining the problem in 1984. In 1991 it began a more in-depth study………..Beginning ResearchIn 1991 Orlando Utilities and CH2M-HILL engineers started a research project sponsored by the American Water Works Association Research Foundation. The purpose of the study was to study the effects of electrical grounding on water quality.One of the long held theories of pinhole leaks is that they are caused by electrolysis, i.e., stray currents conducted along copper plumbing. Stray currents are causedby load imbalance between the two conductors in a 220- volt system. The imbalanceis transferred to the plumbing at various points in a home. Grounding of the electricalsystem to the cold water system allows the phenomenon to occur.
6
Water TreatmentPlant Locations
Water TreatmentPlant Locations
South PlantRO Membrane
North PlantLime Softening
7
Drinking Water Production 2005 & 2006Drinking Water Production 2005 & 2006
0
2
4
Time: Jan 05 - Dec 06
Millio
ns o
f Gall
ons P
er D
ay
10
8
6
Total Water Produced
Lime Softening Plant
RO Plant
Jan-05 Apr-05 Jul-05 Oct-05 Jan-06 Apr-06 Jul-06 Oct-06
12
8
Water DistributionWater Distribution
North PlantLime Softening
South PlantRO Membrane(Blended)
9
Where Have Leaks Been Detected?Where Have Leaks Been Detected?
• Area served by the North Plant (Lime softening)• Cold water and horizontal copper pipe• Type M copper pipe
• Predominately homes-condos built from 1987-1996
• Seasonal used homes/condos
Type
M (thin wall)
L (medium wall)
K (heavy wall)
¾”½”
0.028
0.040
0.049
Pipe Diameter
0.032
0.045
0.065
Tallwood Condos – 2 Buildings1985 – L Type – no problem1989 – M Type – 10 leaks
10
Water Treatment SystemWater Treatment System
• EPA (early 90’s) required removal of most natural occurring soluble organics that coat copper pipes
• Use an inorganic corrosion inhibitor (orthophosphate and polyphosphate)
• Lime plant pH 8.31• RO plant pH 8.29
11
North WTP 2001 - 2006North WTP 2001 - 2006
0.00
5.00
10.00
15.00
20.00
25.00
30.00
35.00
Jan-01 Jul-01 Jan-02 Jul-02 Jan-03 Jul-03 Jan-04 Jul-04 Jan-05 Jul-05 Jan-06 Jul-06
pH ( Between 6.5 - 8.5)
Cl2 Residual (Between 0.6 - 4.0)
Alkalinity
12
North WTP 2001 - 2006North WTP 2001 - 2006
0
50
100
150
200
250
300
350
400
450
Jan-01 Jul-01 Jan-02 Jul-02 Jan-03 Jul-03 Jan-04 Jul-04 Jan-05 Jul-05 Jan-06 Jul-06
Chloride (Max 250)Ca HardnessT HardnessTDS (Max 500)
13
North WTP 2001 - 2006North WTP 2001 - 2006
0.000
0.200
0.400
0.600
0.800
1.000
1.200
1.400
Jan-01 Jul-01 Jan-02 Jul-02 Jan-03 Jul-03 Jan-04 Jul-04 Jan-05 Jul-05 Jan-06 Jul-06
Finish Aluminum (Max 0.2)
PO4 (Max 1.0)
NH3 (Max 1.0)
14
South WTP 1999 - 2006South WTP 1999 - 2006
0.0
100.0
200.0
300.0
400.0
500.0
600.0
700.0
Jan-99 Jul-99 Jan-00 Jul-00 Jan-01 Jul-01 Jan-02 Jul-02 Jan-03 Jul-03 Jan-04 Jul-04 Jan-05 Jul-05 Jan-06 Jul-06
Chloride (Max 250)TDS (Max 500)Conductivity (Max 750)Calcium HardnessTotal Hardness
15
South WTP 1999 - 2006South WTP 1999 - 2006
0.0
5.0
10.0
15.0
20.0
25.0
30.0
35.0
Jan-99 Jul-99 Jan-00 Jul-00 Jan-01 Jul-01 Jan-02 Jul-02 Jan-03 Jul-03 Jan-04 Jul-04 Jan-05 Jul-05 Jan-06 Jul-06
Alkalinity
Temp C
16
South WTP 1999 - 2006South WTP 1999 - 2006
0.00
1.00
2.00
3.00
4.00
5.00
6.00
7.00
8.00
9.00
10.00
Jan-99 Jul-99 Jan-00 Jul-00 Jan-01 Jul-01 Jan-02 Jul-02 Jan-03 Jul-03 Jan-04 Jul-04 Jan-05 Jul-05 Jan-06 Jul-06
Turbidity( Max 0.3)pH (Between 6.5 - 8.5)
CL2 Residual (Between 0.6 - 4.0)
17
Where is Pitting Occurring?Where is Pitting Occurring?
• Inside• Outside
18
Causes of Corrosion in Copper PipeCauses of Corrosion in Copper Pipe
• Surface imperfection (during manufacturing)• Dirt or particle/impurities that get into the pipe
(during installation)• Impurities pipe wall (during manufacturing) • Stray electrical currents • Stagnant water in pipes• Low pH water (below 7) “soft” water• Pipe touching concrete (exterior pipe pitting)
19
Pipe Wall
Perfect Copper PipePerfect Copper Pipe• No pits or cracks• No dirt particles• Uniform copper composition• No pitting• Components of copper pipe – 99.9% Cu & Ag Plus
0.04% P
Oxygen 2 to 8 parts per million (ppm)Water Flow Chlorides 50 to 150 ppm
pH 6 to 10
20
Surface Imperfection Inside PipeSurface Imperfection Inside Pipe
• A surface imperfection inside the pipe allows chlorides and sulfates to concentrate at a point promoting copper pit corrosion
Pipe Wall Cu
Cu+2
ClCl
Cl 2 electrons
Water Flow
21
Particle on WallParticle on Wall
• Particle on wall causes concentration changes allowing copper pipe to dissolve
CuCu+2
Pipe Wall
Chlorides, sulfates diffuse to pipe surface
Dissolved OxygenChloridesSulfates
LowerIncrease Increase
Solid
2 electrons
Water Flow
22
Pipe Wall
Impurity in the Copper PipeImpurity in the Copper Pipe
• Impurity point is anodic where copper dissolves
Cu
Cu+2
Impurities
2 electrons
Water Flow
23
Cu+2
Pipe Wall
2(OH)
2 electronsCu
O2
Water Flow
Pitting Inside Copper PipePitting Inside Copper Pipe• Metallic copper dissolves at one point
Cu Dissolves Cu 2 electronsCopper pipe Copper dissolved
in water2 electrons travel in pipe
from pit (i.e. anode)
+2 +
½ O H2O 2 electrons 2(OH)2 + +Dissolved in water
• Dissolved oxygen diffuses to pipe wall
24
Pitting in Copper PipingPitting in Copper Piping
• Dissolved copper and hydroxide ions react to form hydroxide copper oxide, a solid that attaches to the pipe wall by the pit
CuSolid
Cu+2 + 2(OH)Dissolved
(OH)2
O2
Pipe Wall
2 electronsCu
Cu+2
2(OH)Cu O
Solid
Water Flow
25
Corrosion From Outside of PipeCorrosion From Outside of Pipe
Condensate with Dissolved Solids
Water Condensateon Outside of Pipe
2 electronsCu
Concrete Cinder Block
Hydroxide Sulfate Calcium
Water Flow
26
City’s ActionCity’s Action
• Retained Professor Steve Medlar, P.E.- Rutgers University- Water treatment expert- Published Books, Manuals, Papers on
corrosion
27
City’s ActionCity’s Action
• Evaluate any water quality modifications/adjustments to decrease any potential pitting may include:- Increase pH above 8.5-Must get DEP approval- Modify the current method for pH adjustment
by using CO2 - Evaluate the current use of phosphate for
coating
28
City’s ActionCity’s Action
• Evaluate the copper vs. plastic piping- Surface imperfection (during manufacturing)- Dirt or particle/impurities that get into the
pipe (during installation)- Impurities pipe wall (during manufacturing) - Stray electrical currents
29
City’s ActionCity’s Action
• Continue Flushing in dead-end points- Stagnant water in pipes
• Educate Homeowners on impacts of individual household water systems- Low pH water (below 7) “soft” water
• Continue to evaluate the location and installation of pipes- Pipe touching concrete (exterior pipe pitting)
• Continue to review electrical grounding with LCEC
30
Drinking water quality is a complex science. We are committed to continue to provide the highest quality water to you.
The City with various experts and agencies are continuing to evaluate the possibilities of adjusting water quality to aid in eliminating this problem that exists worldwide.
31
The City of Marco Island
A Worldwide Problem Comes to MarcoCopper Pipe Pinhole Leaks
Q & A
The City of Marco Island
A Worldwide Problem Comes to MarcoCopper Pipe Pinhole Leaks
Q & A
March 19, 2007March 19, 2007
Nationwide Distribution of Locations Reporting Pinhole Leaks Between 2000 and 2004