+ All Categories
Home > Documents > An audit of the surface water outfalls in the River Ravensbourne ... audit of the... · the level...

An audit of the surface water outfalls in the River Ravensbourne ... audit of the... · the level...

Date post: 24-Jul-2020
Category:
Upload: others
View: 0 times
Download: 0 times
Share this document with a friend
20
An audit of the surface water outfalls in the River Ravensbourne - ‘Outfall Safari’ December 2017 UK & Europe Conservation Programme Zoological Society of London Regent's Park London, NW1 4RY [email protected] www.zsl.org/conservation/regions/uk-europe/london’s-rivers
Transcript
Page 1: An audit of the surface water outfalls in the River Ravensbourne ... audit of the... · the level was lower than Wellington boot depth (c. 35cm). During the training volunteers were

An audit of the surface water outfalls in the River

Ravensbourne - ‘Outfall Safari’

December 2017

UK & Europe Conservation Programme

Zoological Society of London

Regent's Park

London, NW1 4RY

[email protected]

www.zsl.org/conservation/regions/uk-europe/london’s-rivers

Page 2: An audit of the surface water outfalls in the River Ravensbourne ... audit of the... · the level was lower than Wellington boot depth (c. 35cm). During the training volunteers were

12

Acknowledgements

This project, funded by The Rivers Wetlands and Community Days Fund and City Bridge Trust,

has been delivered in partnership with Thames21 with the support of the Environment Agency

and Thames Water. It would not have been possible without the help of all the dedicated

volunteers who collected the data.

Introduction

Misconnected wastewater pipework, cross-connected sewers and combined sewer overflows

are a chronic source of pollution in urban rivers. An estimated 3% of properties in Greater

London are misconnected (Dunk et al., 2008) sending pollution, via outfalls, into the nearest

watercourse. There is currently no systematic surveying of outfalls in rivers to identify sources

of pollution and to notify the relevant authorities. The ‘Outfall Safari’ is a survey method

devised to address this evidence gathering and reporting gap. It was created by the Citizen

Crane project steering group which consists of staff of Thames Water, Environment Agency

(EA), Crane Valley Partnership, Friends of River Crane Environment, Frog Environmental and the

Zoological Society of London (ZSL). It was first used on the River Crane in May 2016.

Aims

The aims of the River Ravensbourne Outfall Safari were to:

Record and map the dry weather condition behaviour of surface water outfalls in the

Ravensbourne catchment rivers;

Assess and rank the impact of the outfalls and report those that are polluting to the

Environment Agency and Thames Water;

Build evidence on the scale of the problem of polluted surface water outfalls in Greater

London; and

Recruit more volunteers and further engage existing volunteers in the work of the

Ravensbourne Catchment Partnership.

Page 3: An audit of the surface water outfalls in the River Ravensbourne ... audit of the... · the level was lower than Wellington boot depth (c. 35cm). During the training volunteers were

13

Method

The survey of outfalls was conducted between 11th October and 9th November 2017. In total, 23

trained volunteers took part in the Outfall Safari. Volunteers were trained at the Lewisham Arts

Café in Manor Park. Training, delivered by ZSL, Thames21 and Thames Water included:

An overview of water quality issues in the River Ravensbourne;

Information on outfalls and how they become polluted;

Information on Thames Water’s surface water outfall team;

Instruction on how to assess each outfall using the project App and how to upload

information to the database; and

A health and safety briefing and signing of the risk assessment.

During the training, volunteers were assigned lengths of the River Ravensbourne to survey.

Further coordination of survey dates and reaches was conducted by the volunteers on a closed

Facebook group set up specifically for the Outfall Safari. Groups of volunteers were free to

conduct the survey of their reach when convenient to them, within the survey period, provided

there had been no rain for 48 hours prior to survey. A period of 48 hours of no rain is required

before any survey work as rainfall and high surface water flows can obscure the negative

impacts of outfalls by washing away sewage fungus, discoloured sediments and rag.

Approximately 28.7km of the River Ravensbourne was surveyed by the Outfall Safari in total. Of

this, 25.25km was surveyed by Thames21 and volunteers and 3.45km was surveyed by the

Environment Agency (see Figure 1).

Typically, the majority of the survey work for an Outfall Safari would be conducted from the

riverside path, with only the occasional need to enter the river to properly assess and

photograph outfalls. This is because Outfall Safari surveys are generally led by volunteers only,

working in pairs (as a minimum) or groups. However, for the River Ravensbourne Outfall Safari

volunteers were accompanied by Thames21 staff on surveys, as well as ZSL staff on some

occasions. In these cases, and where river depths were low enough, surveys were conducted in-

channel.

The risk assessment for riverside outfall surveying highlighted the need to assess conditions in

the river before entering it and stressed that volunteers should only enter the river channel if

the level was lower than Wellington boot depth (c. 35cm). During the training volunteers were

Page 4: An audit of the surface water outfalls in the River Ravensbourne ... audit of the... · the level was lower than Wellington boot depth (c. 35cm). During the training volunteers were

14

also shown images of Giant Hogweed (Heracleum mantegazzianum). It was essential that

volunteers could identify Hogweed before undertaking any survey work as it is a relatively

common plant along the banks of rivers in Greater London and can burn and blister skin if

touched. Waders and stabilising poles were used by in-channel survey teams.

In addition to personal protective equipment (PPE) volunteers took a printed handout,

designed to help with ranking the impacts of each outfall, and a smart phone or tablet loaded

with a specially created data entry app.

Page 5: An audit of the surface water outfalls in the River Ravensbourne ... audit of the... · the level was lower than Wellington boot depth (c. 35cm). During the training volunteers were

Legend River Surveyed

Figure 1 – Map of Area of River Ravensbourne Surveyed

A

B

Key –

Section A: Deptford Creek mouth to Deptford Bridge (TQ 37804 77753 to TQ 37426 77022) Section B: Deptford Bridge to Lewisham town centre (TQ 37416 76890 to TQ 38156 75895) Section C: Lewisham town centre to Catford, South Circular (TQ 38142 75774 to TQ 37327 73569) Section D: River Pool, South Circular to Southend Lane (TQ 37257 73384 to TQ 36965 71652) Section E: Southend Park to Cator Park (TQ 37051 71446 to TQ 36385 69987 and to TQ 36620 70047) Section F: River Quaggy, Lee High Road to Cator Park (TQ 38403 75574 to TQ 40891 75026) Section G: Tudway Road to Dowding Drive (TQ 40968 74972 to TQ 41254 74703) Section H: South Circular to Chinbrook Meadows (TQ 41302 74597 to TQ 41026 71834) Section I: River Ravensbourne, Linear Park to Ravensbourne Avenue (TQ 37276 73045 to TQ 39282 69556) Section J: Recreation Road to Glassmill Lane (TQ 396151 69268 to TQ 39844 69121) Section K: Westmoreland Road to Hayes Road (TQ 40321 68500 to TQ 40424 68091) Section L: B265 to London South East Colleges, Bromley (TQ 40614 67928 to TQ 41448 67176) Section M: Bromley Common to Turpington Lane (TQ 41884 67258 to TQ 42117 67032) Section N: Crofton Road to Sparrow Drive (TQ 44105 65854 to TQ 44383 66386) Section O: Clock House to Elmers End (TQ 36434 69457 to TQ 35917 68455 and TQ 35618 68724) Section P: Stone Park Avenue to Langley Sports Ground (TQ 37669 68424 to TQ 37692 67331) Section Q: Chaffinch Brook, railway to Fairford Avenue (TQ 35806 67936 to TQ 36039 67603)

C

D

E

F

G

H I

J

K

L

M

N

O

P Q

A

B

Page 6: An audit of the surface water outfalls in the River Ravensbourne ... audit of the... · the level was lower than Wellington boot depth (c. 35cm). During the training volunteers were

The App

For ease of data collection from the river, the volunteers used an app created in Epicollect 5

(five.epicollect.net). Created by researchers at Imperial College, Epicollect is free and openly

available. Once a project is set up in Epicollect it provides an app for remote data collection and

upload, usable on GPS enabled smart phones, and a web portal to access and download the

data. The outfall assessment form created in the app consisted of ten questions for volunteers

to fill in at each outfall. The questions are taken directly from the form that Thames Water use

for assessing the impact of outfalls and are shown in Table 1.

Table 1 – Questions used in the Epicollect app to assess each outfall and their corresponding Impact Score

Question Options EA score

1. Volunteer name

2. Date of survey

3. GPS location

4. Photo of the outfall

5. Description of the nearest landmark

6. Which bank is the outfall on (when looking downstream)

7. Ranking of the flow coming out of the outfall

a. No Flow

b. Trickle

c. Low Flow

d. Moderate Flow

e. High Flow

8. Ranking of the visual impact of the outfall

a. No visible effect 0

b. Within 2m of outfall 2

c. Impact 2 to 10m 4

d. Impact 10 to 30m 6

e. Impact greater than 30m 10

9. Ranking of the aesthetics of the outfall

a. No odour or visible aesthetics 0

Page 7: An audit of the surface water outfalls in the River Ravensbourne ... audit of the... · the level was lower than Wellington boot depth (c. 35cm). During the training volunteers were

12

Conversion of Outfall Assessment to Impact Scores

To assist with prioritisation of the outfalls, the Environment Agency provided a method of

converting the assessment data to a numeric impact score for each outfall. These scores are

shown in the right hand column in Table 1.

Reporting

Volunteers are advised at the time of training that any outfall with an impact score ≥ 10, from

the options in questions 8 and 9, should be reported directly from the river to the Environment

Agency’s Incident Hotline and Thames Water. Both Thames Water and Environment Agency

also receive a copy of this report.

Data Processing

Outfall data were checked to remove double entries and longitude and latitude coordinates

were converted to National Grid References using www.gridreferencefinder.com.

Results

The volunteers photographed, located and assessed a total of 198 outfalls. Of this total 73

showed some signs of pollution and scored ˃ 0 and of these 38 had a score ≥ 4. The details of

31 outfalls with an impact score of ≥ 4 are given in Table 2.

Six outfalls that volunteers scored ≥ 4 have not been included in Table 2 for further

investigation (photo ID numbers 36, 60, 61, 122, 191 and 193). Those outfalls showed

accumulations of a red-brown ‘slime’ (see Figure 2) that is likely to be a bacteria that

proliferates by oxidising iron in the water (‘iron mould’) and is not related to misconnections.

b. Faint smell, slight discolouration 2

c. Mild smell, mild discolouration, small

coverage of sewage fungus 4

d. Strong smell, strong discolouration, large

coverage of sewage fungus and/ or litter 6

e. Gross smell, gross sewage 10

10. Other signs of pollution

Page 8: An audit of the surface water outfalls in the River Ravensbourne ... audit of the... · the level was lower than Wellington boot depth (c. 35cm). During the training volunteers were

13

Figure 2 - Examples of ‘Iron Mould’ Around Outfalls on the River Ravensbourne

One outfall (photo ID number 150), located on the left bank near to 32 Mottingham Lane, SE12

9AN (TQ 41216 73656), is not included in Table 2 either as the pollution assessment indicated

the presence of oil, rather than pollution as a result of a misconnection (impact score 4) (see

Figure 3).

Figure 3 – Oil Pollution near to Mottingham Lane

Two outfalls that scored ≥ 10 were reported to the Environment Agency from the river and the

reference numbers of those reports are included below (see points one and two). Those two

outfalls were also reported to Thames Water on 30th November 2017. Details of an additional

two outfalls that scored ≥ 10 but had not been reported at the time of survey were passed on

to both the Environment Agency and Thames Water on 28th November 2017 and 30th

November 2017, respectively (see points three and four). One further outfall that scored ≥ 10

but had also not been reported from the river was reported to Thames Water and the

Environment Agency on 13th December 2017 (see point 5). The location and impact score of all

five outfalls is included in Table 2 below.

1. South Norwood Country Park, photo ID number 55, Environment Agency reference

1564670, Thames Water reference 71130789777

Page 9: An audit of the surface water outfalls in the River Ravensbourne ... audit of the... · the level was lower than Wellington boot depth (c. 35cm). During the training volunteers were

14

2. Croydon Road (A232), photo ID number 40, Environment Agency reference 1563571,

Thames Water reference 71130787904

3. Lennard Road Bridge, photo ID number 189, Environment Agency reference 1570730,

Thames Water reference 71130790012

4. Sydenham Cottages, photo ID number 164, Environment Agency reference 1570728,

Thames Water reference 71130790532

5. Farnaby Road, photo ID number 200, Environment Agency reference 1573123, Thames

Water reference 71213787204

The full 2017 River Ravensbourne Outfall Safari dataset is available from ZSL. Table 2 – Details and photos of River Ravensbourne outfalls with an impact score of ≥ 4

Photo ID

Number Location Details NGR

Bank Side

Outfall Score

Photo

17

End of the River Pool, at confluence with the River

Ravensbourne, near to Pool Court, SE6 3JQ

TQ 37279 73042

Right 8

34 Near to University Hospital

Lewisham, Albacore Crescent, SE13 7HR

TQ 37748 74604

Right 4

Page 10: An audit of the surface water outfalls in the River Ravensbourne ... audit of the... · the level was lower than Wellington boot depth (c. 35cm). During the training volunteers were

15

38

Near to 2 Ormonde Avenue, 5m downstream from Crofton

Road (A232) bridge, Orpington, BR6 8JP

TQ 44096 65857

Left 4

39

Near tennis court next to Chinbrook Meadows, near

Amblecote Road and Meadow Lane, SE12 9TE

TQ 41045 71973

Right 4

40 Crofton Road culvert, 207-213

Crofton Road (A232), Orpington, BR6 8PT

TQ 44104 65849

Left 10

55

South Norwood Country Park, top of West Chaffinch Brook, 100m upstream of tram stop, near to Harrington Road, SE25

4NE

TQ 35072 68390

Right 12

Page 11: An audit of the surface water outfalls in the River Ravensbourne ... audit of the... · the level was lower than Wellington boot depth (c. 35cm). During the training volunteers were

16

64 Southend Park, near 105-115 Meadowview Road, SE6 3NH

TQ 37045 71447

Right 6

73

Royal Bank of Scotland Sports Ground, between Copers Cope Road and Worsley

Bridge Road, Beckenham, BR3 1RL

TQ 36959 71099

Right 6

96 42 Dermody Road, SE13 5HB TQ

38823 74981

Left 4

Page 12: An audit of the surface water outfalls in the River Ravensbourne ... audit of the... · the level was lower than Wellington boot depth (c. 35cm). During the training volunteers were

17

103 86 Manor Lane, SE13 5QP TQ

39349 74715

Right 4

104 Near Manor Lane bridge, 88

Manor Lane, SE12 8LR

TQ 39342 74699

Left 4

105 South-west part of Manor House Gardens, near to 63 Manor Lane, Lee, SE12 8LN

TQ 39367 74733

Left 6

Page 13: An audit of the surface water outfalls in the River Ravensbourne ... audit of the... · the level was lower than Wellington boot depth (c. 35cm). During the training volunteers were

18

111 Osborne House, near 78

Meadowcourt Road, Blackheath, SE3 9DP

TQ 39889 75157

Left 6

No photo available

120 Near to 19 Bamford Road,

Bromley, BR1 5QP

TQ 38659 71438

Right 4

Page 14: An audit of the surface water outfalls in the River Ravensbourne ... audit of the... · the level was lower than Wellington boot depth (c. 35cm). During the training volunteers were

19

124 Downham Stream, near 1 Cress Mews, Bromley, BR1

4LU

TQ 38713 71378

Right 4

132

Between Westhorne Avenue and Eltham Palace Road, near 442 Westhorne Avenue, SE9

5LT

TQ 41402 74396

Right 4

135 South Circular, near 465

Westhorne Avenue, Lee, SE9 5LR

TQ 41357 74463

Left 4

139 Near to 182 Eltham Road, SE9

5LN

TQ 41310 74601

Right 4

Page 15: An audit of the surface water outfalls in the River Ravensbourne ... audit of the... · the level was lower than Wellington boot depth (c. 35cm). During the training volunteers were

20

141 Under bridge near to 128

Eltham Road, SE9 5LW

TQ 41032 74695

Right 4

146 44 Mottingham Lane, SE12

9AW

TQ 41192 73550

Left 6

164 Sydenham Cottages, near to 72 Edward Tyler Road, SE12

9QF

TQ 41139 72662

Left 20

169 156 Marvels Lane, SE12 9PG TQ

41066 72475

Left 4

Page 16: An audit of the surface water outfalls in the River Ravensbourne ... audit of the... · the level was lower than Wellington boot depth (c. 35cm). During the training volunteers were

21

172 Bromley Lawn Tennis and

Squash Rackets Club, near to 65 Hayes Road, BR2 9AE

TQ 40424 68090

Right 6

183 Kangley Bridge Road, SE26

5BW

TQ 36686 70936

Left 4

Page 17: An audit of the surface water outfalls in the River Ravensbourne ... audit of the... · the level was lower than Wellington boot depth (c. 35cm). During the training volunteers were

22

184 Near to industrial building complex, Kangley Bridge

Road, SE26 5BW

TQ 36719 70976

Left 4

189 Bridge near to 173 Lennard Road, Beckenham, BR3 1QN

TQ 36461 70419

Right 16

192 Cator Park, near to Capital Ring, Beckenham, BR3 1LL

TQ 36454 70193

Right 4

200 Near 188 Farnaby Road,

Bromley, BR2 0BB

TQ 38944 70050

Right 10

Page 18: An audit of the surface water outfalls in the River Ravensbourne ... audit of the... · the level was lower than Wellington boot depth (c. 35cm). During the training volunteers were

23

201 Shortlands Golf Course, near 146 Ravensbourne Avenue,

Bromley, BR2 0AY

TQ 38969 69925

Left 4

204 Shortlands Golf Course

(upstream), near 47 Meadow Road, Bromley, BR2 0DX

TQ 39294 69555

Right 4

205

Shortlands Golf Course (upstream), near 100

Ravensbourne Avenue, Bromley, BR2 0AX

TQ 39080 69711

Right 4

Discussion

This Outfall Safari surveyed approximately 28.7km of the River Ravensbourne and found 31

polluting outfalls (score of ≥4) (excluding outfalls with ‘iron mould’ and pollution unrelated to

misconnections). This is approximately 16% of all outfalls assessed, which is comparable to the

proportion of polluting outfalls on other London catchments including the River Pinn and River

Page 19: An audit of the surface water outfalls in the River Ravensbourne ... audit of the... · the level was lower than Wellington boot depth (c. 35cm). During the training volunteers were

24

Ingrebourne. The consistently high number of polluting surface water outfalls that have been

reported through the Outfall Safaris to date demonstrates the likely scale of the problem across

London. The findings of this report further support the need to increase efforts to properly

address this pollution source which compromises the ecological value of rivers in London.

Some outfalls pollute intermittently and may not have been detected as a problem during the

survey but this report represents an audit of how outfalls, within the surveyed area, were

behaving during the survey. Outfalls could intermittently cause more serious problems than

impact scores may suggest depending on what was observed at the time of the Outfall Safari

survey.

A small number of outfalls that were observed during the Outfall Safari with no flow were not

recorded on the app, including some outfalls that showed signs of pollution. The correct

methodology for the Outfall Safari was clarified by ZSL staff once this became apparent.

However, as a result the number of outfalls requiring further investigation is likely to be slightly

underrepresented.

In addition, a small number of outfalls were recorded on the app as a single entry but with a

note referring to multiple outfalls (two, four or six outfalls) i.e. there were a number of similar

pipes in close proximity that were uploaded as a single entry (or outfall) to the app.

Photographs of only one of the outfalls in each of these cases were uploaded to the app. It was

therefore not possible, at the data analysis stage, to determine if those multiple pipes were

part of a single outfall structure or entirely separate outfalls altogether. These outfalls were

analysed as single structures, it is therefore possible that the number of outfalls assessed is

underrepresented.

A number of polluting outfalls that were in need of urgent attention (score of ≥ 10) and should

have been reported directly to Thames Water and the Environment Agency from the river at

the time of the survey were only reported later, at the time of writing this report. Reluctance to

report from the river has also been a problem on other Outfall Safaris. As the highest scoring

polluting outfalls these have the greatest potential to cause damage to the ecology of the river

and any delays to remediate these increase the risk of damage. For any future outfall surveys

Page 20: An audit of the surface water outfalls in the River Ravensbourne ... audit of the... · the level was lower than Wellington boot depth (c. 35cm). During the training volunteers were

25

ZSL will make the reporting protocols during volunteer training clearer and add a clearer

prompt in the app that reminds the user to report an outfall that scores ≥ 10.

The draft results of this Outfall Safari and the preceding five Outfall Safaris are presented

collectively in one London-wide report, published November 2017, which includes

recommendations to reduce existing and prevent future misconnections.

References Dunk, M.J., McMath, S.M., Arikans, J., 2008. A new management approach for the remediation

of polluted surface water outfalls to improve river water quality. Water Environ. J. 22, 32–41.

Contact details Joe Pecorelli: Project Manager – Conservation Programmes

[email protected]


Recommended