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Leakage Investigation Survey
23 March 2017
Client Case Study
Mains water meter information
Size (mm) 15-28 32-50 75-100

125-
200
Above
200mm
Meter Serial
Number 08XI123456
Readings (1)
351807.120
Time:
14:48 22 March 2017
Readings (2) Time:
Location
Meter located in large chamber behind caravan 37 Lakeside. Accessed with
two large lifting keys.
Leakage Activities
Acoustic
sounding  Correlation 
Ground
microphone 
Environmental
Inspection 
Other Inspection of all pipework connections, internal pipework in pool area and
kitchens, bar area and toilets.
Pipe traced n/a CAT & Genny Distance
Pipe
correlated Accelerometer  Hydrophones Distance 60m
Background Information
The minimum night flow through the main meter supplying the Holiday Park has been around
3.0 cubic metres per hour, suggesting leakage or other unidentified water consumption on the
network around the park.
A constant unaccounted water flow of approx. 3m³ per hour equates to an unaccounted cost to
the Holiday Park of £8.55 per hour, £205.20 per day and over the course of one year an
unaccounted cost of £74,898.
The park contains approximately 800 accommodation units, together with leisure amenities
including swimming pool, bar/restaurant and owners area.
Holiday Park, North Yorkshire
Summary of Survey
Pipework & Metering
The main meter supplies most of the park with water. The only area not supplied by this meter
is Pine Ridge (approximately 130 plots) which is supplied by meter 99S654321
Some sections of larger diameter pipework around the park were anticipated to be Cast Iron.
Visible pipework around the areas of the park is typically MDPE (Medium Density PolyEthylene
or more commonly known as blue poly) or black poly of varying sizes was laid in the older
areas. Some areas of the park have completely redesigned layouts with new sections of
pipework. There are a limited number of isolation valves located around the park on the larger
sections of pipework. Hose reels on the park, for fire fighting purposes, are also mains fed.
Main meter Main meter location
Second meter supplying Pine Ridge area Second meter location
Second meter reading
Leakage Survey Activities
All water connections on the park were acoustically sounded for leak noise (approximately 800
accommodation plots) together with all stoptaps, isolation valves and fire hose reels. All
connections to plots were also inspected for any visible leaks.
Two potential areas of leakage were found whilst carrying out the acoustic sounding on the park
alongside many small visible leaks. Other areas of acoustic noise were attributed to intermittent
water use - these areas were revisited to check the noise being created by other means had
subsided.
Detailed acoustic sounding was then carried out to pinpoint the exact area of leakage in all
locations where required.
All internal water using fittings (WC’s, Hand Wash Basins, Urinal controls, etc) within the
entertainment and leisure complexes were also checked for correct operation.
Leak 1 - location in staff parking area Leak 1 - location marked by traffic cone
Leak to excavate by staff canteen – high leak noise Leaking Fire Hydrant
Location of leaking Fire Hydrant Leak on Fire Hose Reel – near plot 11 Bramp Heights
Location of leak on isolation valve between 5/6 Bramp Heights
Summary of all water issues identified on the park:
Priority Park Area Plot Fault Comments
1 In car park area Burst main To excavate
by staff canteen
1 Near wall by staff High level of leak noise Worth excavating
canteen
2 Opp 91 Silverwoods Fire Hydrant To shut off
In F/P by noticeboard
3 Between 5/6 Bramp Heights Leak on isolation valve To repair
3 Bramp Heights 13 Leak on fire hose reel To repair
3 Bramp Heights 11 Leak on fire hose reel To repair
3 High Reach G32 Leak on hose connection To repair
3 Beech Road D16 Leak on fittings under plot To repair
To repair
3 Maple Wood 7 Leak on fitting under plot To repair
3 Lakeside plot 12 to 11 Leak on fire hose reel To repair
3 Pine Ridge 33 Leak on fittings under plot To repair
3 Oak G11 Leak on fittings under plot To repair
3 Oak G14 Leak on fittings under plot To repair
3 Rowland Close 66 Leak on fittings under plot To repair
3 Rowland Close 3 Leak on fittings under plot To repair
3 Rowland Close 89 Leak on fittings under plot To repair
3 Rowland Close 77 Leak on fittings under plot To repair
3 Rowland Close 14 Leak on stoptap To repair
3 Swimming Pool - L/H WC Overflowing WC To repair
The above remote water data logger graph shows a constant flow of water running
through the water meter and never dropping to zero. As mentioned above, this constant
unaccounted flow equates to an unaccounted cost of £8.55 per hour, £205.20 per
day and over the course of one year an unaccounted cost of £74,898.
Summary & Recommendations
Summary:
1. All pipework connections and underground fittings (stoptaps and isolation valves) were
acoustically sounded for leak noise and checked for visible leaks;
2. One significant leak and another potential leak identified on the below ground network;
3. Several minor visible leaks identified (refer to table above).
Recommendations:
1. Excavate, locate and repair below ground leak identified in staff car park;
2. Excavate potential leak close to wall of staff canteen;
3. Repair all minor above ground leaks;
4. Check minimum night flow and confirm new leakage volume.
Potential Annual Saving: £74,898
Survey carried out by
Engineer H2O Building Services Date 21 - 23 March 2017
The above remote water data logger graph shows a constant flow of water running
through the water meter and never dropping to zero. As mentioned above, this constant
unaccounted flow equates to an unaccounted cost of £8.55 per hour, £205.20 per
day and over the course of one year an unaccounted cost of £74,898.
Summary & Recommendations
Summary:
1. All pipework connections and underground fittings (stoptaps and isolation valves) were
acoustically sounded for leak noise and checked for visible leaks;
2. One significant leak and another potential leak identified on the below ground network;
3. Several minor visible leaks identified (refer to table above).
Recommendations:
1. Excavate, locate and repair below ground leak identified in staff car park;
2. Excavate potential leak close to wall of staff canteen;
3. Repair all minor above ground leaks;
4. Check minimum night flow and confirm new leakage volume.
Potential Annual Saving: £74,898
Survey carried out by
Engineer H2O Building Services Date 21 - 23 March 2017

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Water Leak Detection Report Case Study

  • 1. Leakage Investigation Survey 23 March 2017 Client Case Study Mains water meter information Size (mm) 15-28 32-50 75-100  125- 200 Above 200mm Meter Serial Number 08XI123456 Readings (1) 351807.120 Time: 14:48 22 March 2017 Readings (2) Time: Location Meter located in large chamber behind caravan 37 Lakeside. Accessed with two large lifting keys. Leakage Activities Acoustic sounding  Correlation  Ground microphone  Environmental Inspection  Other Inspection of all pipework connections, internal pipework in pool area and kitchens, bar area and toilets. Pipe traced n/a CAT & Genny Distance Pipe correlated Accelerometer  Hydrophones Distance 60m Background Information The minimum night flow through the main meter supplying the Holiday Park has been around 3.0 cubic metres per hour, suggesting leakage or other unidentified water consumption on the network around the park. A constant unaccounted water flow of approx. 3m³ per hour equates to an unaccounted cost to the Holiday Park of £8.55 per hour, £205.20 per day and over the course of one year an unaccounted cost of £74,898. The park contains approximately 800 accommodation units, together with leisure amenities including swimming pool, bar/restaurant and owners area. Holiday Park, North Yorkshire
  • 2. Summary of Survey Pipework & Metering The main meter supplies most of the park with water. The only area not supplied by this meter is Pine Ridge (approximately 130 plots) which is supplied by meter 99S654321 Some sections of larger diameter pipework around the park were anticipated to be Cast Iron. Visible pipework around the areas of the park is typically MDPE (Medium Density PolyEthylene or more commonly known as blue poly) or black poly of varying sizes was laid in the older areas. Some areas of the park have completely redesigned layouts with new sections of pipework. There are a limited number of isolation valves located around the park on the larger sections of pipework. Hose reels on the park, for fire fighting purposes, are also mains fed. Main meter Main meter location Second meter supplying Pine Ridge area Second meter location Second meter reading
  • 3. Leakage Survey Activities All water connections on the park were acoustically sounded for leak noise (approximately 800 accommodation plots) together with all stoptaps, isolation valves and fire hose reels. All connections to plots were also inspected for any visible leaks. Two potential areas of leakage were found whilst carrying out the acoustic sounding on the park alongside many small visible leaks. Other areas of acoustic noise were attributed to intermittent water use - these areas were revisited to check the noise being created by other means had subsided. Detailed acoustic sounding was then carried out to pinpoint the exact area of leakage in all locations where required. All internal water using fittings (WC’s, Hand Wash Basins, Urinal controls, etc) within the entertainment and leisure complexes were also checked for correct operation. Leak 1 - location in staff parking area Leak 1 - location marked by traffic cone Leak to excavate by staff canteen – high leak noise Leaking Fire Hydrant Location of leaking Fire Hydrant Leak on Fire Hose Reel – near plot 11 Bramp Heights
  • 4. Location of leak on isolation valve between 5/6 Bramp Heights Summary of all water issues identified on the park: Priority Park Area Plot Fault Comments 1 In car park area Burst main To excavate by staff canteen 1 Near wall by staff High level of leak noise Worth excavating canteen 2 Opp 91 Silverwoods Fire Hydrant To shut off In F/P by noticeboard 3 Between 5/6 Bramp Heights Leak on isolation valve To repair 3 Bramp Heights 13 Leak on fire hose reel To repair 3 Bramp Heights 11 Leak on fire hose reel To repair 3 High Reach G32 Leak on hose connection To repair 3 Beech Road D16 Leak on fittings under plot To repair To repair 3 Maple Wood 7 Leak on fitting under plot To repair 3 Lakeside plot 12 to 11 Leak on fire hose reel To repair 3 Pine Ridge 33 Leak on fittings under plot To repair 3 Oak G11 Leak on fittings under plot To repair 3 Oak G14 Leak on fittings under plot To repair 3 Rowland Close 66 Leak on fittings under plot To repair 3 Rowland Close 3 Leak on fittings under plot To repair 3 Rowland Close 89 Leak on fittings under plot To repair 3 Rowland Close 77 Leak on fittings under plot To repair 3 Rowland Close 14 Leak on stoptap To repair 3 Swimming Pool - L/H WC Overflowing WC To repair
  • 5. The above remote water data logger graph shows a constant flow of water running through the water meter and never dropping to zero. As mentioned above, this constant unaccounted flow equates to an unaccounted cost of £8.55 per hour, £205.20 per day and over the course of one year an unaccounted cost of £74,898. Summary & Recommendations Summary: 1. All pipework connections and underground fittings (stoptaps and isolation valves) were acoustically sounded for leak noise and checked for visible leaks; 2. One significant leak and another potential leak identified on the below ground network; 3. Several minor visible leaks identified (refer to table above). Recommendations: 1. Excavate, locate and repair below ground leak identified in staff car park; 2. Excavate potential leak close to wall of staff canteen; 3. Repair all minor above ground leaks; 4. Check minimum night flow and confirm new leakage volume. Potential Annual Saving: £74,898 Survey carried out by Engineer H2O Building Services Date 21 - 23 March 2017
  • 6. The above remote water data logger graph shows a constant flow of water running through the water meter and never dropping to zero. As mentioned above, this constant unaccounted flow equates to an unaccounted cost of £8.55 per hour, £205.20 per day and over the course of one year an unaccounted cost of £74,898. Summary & Recommendations Summary: 1. All pipework connections and underground fittings (stoptaps and isolation valves) were acoustically sounded for leak noise and checked for visible leaks; 2. One significant leak and another potential leak identified on the below ground network; 3. Several minor visible leaks identified (refer to table above). Recommendations: 1. Excavate, locate and repair below ground leak identified in staff car park; 2. Excavate potential leak close to wall of staff canteen; 3. Repair all minor above ground leaks; 4. Check minimum night flow and confirm new leakage volume. Potential Annual Saving: £74,898 Survey carried out by Engineer H2O Building Services Date 21 - 23 March 2017