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Appendix 13.2 - LMDB Correspondence - Partnerships for ...

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Louth Canal Wind Energy Development<br />

<strong>Appendix</strong> <strong>13.2</strong> – Lindsey Marsh Drainage Board<br />

<strong>Correspondence</strong><br />

March 2012<br />

<strong>Appendix</strong> <strong>13.2</strong> – Lindsey Marsh Drainage Board <strong>Correspondence</strong><br />

Copyright <strong>Partnerships</strong> <strong>for</strong> Renewables Development Co. Ltd 2012 ©


Sarah Rab<br />

From:<br />

Martin Mitchell [Martin.Mitchell@lmdb.co.uk]<br />

Sent: 06 July 2011 09:34<br />

To:<br />

Sarah Rab<br />

Cc:<br />

David Sisson; Andrew Dale<br />

Subject:<br />

RE: In<strong>for</strong>mation request: flood risk in<strong>for</strong>mation <strong>for</strong> Louth Canal and Old Fleet Drain<br />

Attachments:<br />

2007 flooding viewed from thoresby Bridge.pdf; 110706 100yr model water levels<br />

Thoresby catchment.pdf; 110706 Thoresby PS Details.pdf<br />

Sarah<br />

In June and July 2007 there was extensive flooding of land in our Thoresby Bridge Pumping Station Catchment. The<br />

water level reached approximately +2.05m ODN at the Pumping Station. There was also flooding in North Cotes in<br />

2007 and 1979. There is a syphon under the Louth Canal connecting the east and west parts of the catchment to the<br />

PS.<br />

Prior to the installation of the Pumping Station at Thorsby Bridge in 1969 all water from the catchment flowed east<br />

down the old fleet to outfall approximately 100m u/s of the Louth canal outfall sluice. The old fleet was blocked off<br />

in North Cotes when the PS was built.<br />

The system has been modelled by Aecom using ISIS and the 100 year level at the PS is +1.87. However the model did<br />

not include any overtopping from the EA main rivers and I believe underestimated the flow from blow holes which<br />

are prevalent in the catchment. We have recently carried out a flood defence scheme <strong>for</strong> North Cotes – a flood<br />

defence bank to a 100 year design water level of +2.1m ODN. We have also raised all equipment at our Thoresby<br />

Bridge PS by 500mm to approximately +2.6m ODN .<br />

Regards<br />

Martin Mitchell<br />

Director of Technical Services<br />

Lindsey Marsh Drainage Board<br />

Tel 01507 328095<br />

email: martin.mitchell@lmdb.co.uk<br />

From: David Sisson<br />

Sent: 05 July 2011 11:08<br />

To: Martin Mitchell<br />

Cc: Jessica Collinson<br />

Subject: RE: In<strong>for</strong>mation request: flood risk in<strong>for</strong>mation <strong>for</strong> Louth Canal and Old Fleet Drain<br />

Martin<br />

One <strong>for</strong> you please<br />

David<br />

From: Jessica Collinson<br />

Sent: 05 July 2011 10:33<br />

To: David Sisson<br />

Subject: FW: In<strong>for</strong>mation request: flood risk in<strong>for</strong>mation <strong>for</strong> Louth Canal and Old Fleet Drain<br />

Kind Regards<br />

Jessica<br />

1


Jessica Collinson<br />

Admin Assistant<br />

Lindsey Marsh Drainage Board<br />

Wellington House, Manby Park<br />

LOUTH, Lincs, LN11 8UU<br />

Tel: 01507 328095<br />

Fax: 01507 328097<br />

From: Sarah Rab [mailto:Sarah.Rab@arup.com]<br />

Sent: 05 July 2011 10:32<br />

To: Jessica Collinson<br />

Subject: In<strong>for</strong>mation request: flood risk in<strong>for</strong>mation <strong>for</strong> Louth Canal and Old Fleet Drain<br />

Dear Sir/Madam,<br />

Arup are currently involved in a Flood Risk Assessment on behalf of <strong>Partnerships</strong> <strong>for</strong> Renewables at a site adjacent to<br />

Louth Canal, Thoresby Dike and Old Fleet Drain at approximate grid reference E532974, N400135 (please see<br />

attached plans).<br />

It is believed that this area falls under the jurisdiction of the Lindsey Marsh Internal Drainage Board with regards to<br />

the management of local water levels and land drainage. The Flood Risk Assessment of the site is based upon readily<br />

available in<strong>for</strong>mation, and so we are hoping to collate any in<strong>for</strong>mation and/or local knowledge that may be shared<br />

relating to the local drainage system and known flooding issues at and around the site.<br />

Accordingly, any of the following in<strong>for</strong>mation that you may be able to provide to assist the FRA of this would be<br />

much appreciated:<br />

? any known local flooding issues and /or any flood mechanisms associated with the local drainage system<br />

? any photographs, accounts or anecdotal in<strong>for</strong>mation concerning historical flooding at or near the site<br />

? any extreme event water level data that may be available <strong>for</strong> the local drainage system<br />

? any in<strong>for</strong>mation concerning existing high flow maintenance regimes / responsibilities / flood management<br />

measures <strong>for</strong> the local drain networks<br />

? any specific requirements <strong>for</strong> this site relating to management of flood levels and surface water drainage<br />

I would be grateful <strong>for</strong> any in<strong>for</strong>mation that you may be able to provide us, or if you may be able to provide a relevant<br />

contact with whom it may be possible to discuss these issues with further.<br />

Please do not hesitate to contact me concerning the above request. Many thanks in advance <strong>for</strong> your time and I look<br />

<strong>for</strong>ward to hearing back from you,<br />

Kind Regards,<br />

Sarah<br />

Job No:<br />

File Ref:<br />

Sarah Rab (née Clegg)<br />

Engineer<br />

Arup<br />

Admiral House Rose Wharf 78 East Street<br />

t +44 113 242 8498<br />

f +44 113 242 8573<br />

2


www.arup.com<br />

This e-mail, together with any attachments, is confidential and intended solely <strong>for</strong> the individual to whom it is<br />

addressed. The views expressed are that of the author and do not constitute or imply the endorsement or<br />

recommendation of the Lindsey Marsh Drainage Board. If you are not the intended recipient please in<strong>for</strong>m the<br />

sender immediately.<br />

Whilst the Board does run anti virus software, you are solely responsible <strong>for</strong> ensuring that any e-mail or attachment<br />

you receive is virus free and the Board disclaims any liability <strong>for</strong> any damage you suffer as a consequence of receiving<br />

any virus.<br />

~~~~~<br />

Lindsey Marsh Drainage Board, Wellington House, Manby Park, Manby, Louth,<br />

Lincolnshire, LN11 8UU.<br />

Telephone: 01507 328095. Facsimile: 01507 328097.<br />

E-Mail: enquiries@lmdb.co.uk.<br />

3


NOTES:<br />

Dept:<br />

Engineering<br />

DrawnBy:<br />

Date:<br />

DrawingNo:<br />

Checked:<br />

Scale:<br />

xxxxxxxxx<br />

MMitchell<br />

06/07/2011<br />

LINDSEYMARSHDRAINAGEBOARD<br />

EngineeroftheBoard-D.J.Sisson B.Eng,C.Eng,MCIWEM<br />

±<br />

CROWNCOPYRIGHTRESERVED<br />

ReproducedfromOrdnanceSurveyDigitalMapData2007.AllRightsReserved.<br />

DEFRALicence:100018880<br />

REV.<br />

DATE<br />

DESCRIPTION<br />

WellingtonHouse<br />

ManbyPark<br />

Manby<br />

Louth<br />

Lincolnshire<br />

LN118UU<br />

TEL:01507328095<br />

FAX:01507328097<br />

enquiries@lmdb.co.uk<br />

1:25,000<br />

!<br />

!<br />

!<br />

!<br />

!<br />

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!<br />

!<br />

!<br />

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!<br />

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!<br />

!<br />

!<br />

!<br />

!<br />

!<br />

!<br />

") ")<br />

")<br />

2<br />

2.6<br />

1.9<br />

1.9<br />

2.98<br />

2.43<br />

2.43<br />

2.48<br />

2.49<br />

1.87<br />

1.87<br />

1.86<br />

1.87<br />

1.85<br />

1.85<br />

1.85<br />

1.85<br />

2.43<br />

2.34<br />

2.34<br />

2.26<br />

2.25<br />

1.99<br />

1.98<br />

1.87<br />

2.07<br />

2.13<br />

2.31 2.34<br />

3.37<br />

2.44<br />

2.09<br />

2.07<br />

2.07<br />

2.07<br />

2.01<br />

1.91<br />

1.91<br />

1.84<br />

2.02<br />

2.02<br />

2.02<br />

1.73<br />

1.71<br />

1.93<br />

1.94<br />

1.91<br />

2.43<br />

2.23<br />

Tetney<br />

Fulstow<br />

ThoresbyBridge<br />

FulstowWest<br />

FulstowEast<br />

Biergate<br />

Grainthorpe<br />

BiergateEast<br />

NewDikeGravityArea<br />

BiergateWest<br />

100yr,42hourduration<br />

ModelWaterLevels<br />

") <strong>LMDB</strong>_Pumping_Stations<br />

! <strong>LMDB</strong>_Model_Water_Levels<br />

<strong>LMDB</strong>_Watercourses<br />

EA_Main_Rivers<br />

<strong>LMDB</strong>_Catchments<br />

CATCHMENTN<br />

Alvingham<br />

AustenFenEast<br />

AustenFenWest<br />

BiergateEast<br />

BiergateWest<br />

Covenham<br />

FulstowEast<br />

FulstowWest<br />

Grainthorpe<br />

Ludney<br />

NewDikeGravityArea<br />

PortersSluice<br />

PoultonGravityArea<br />

Saltfleet<br />

Tetney<br />

Theddlethorpe<br />

ThoresbyBridge<br />

Trusthorpe


PSID<br />

PS5001<br />

PSName<br />

Thoresby Bridge Pumping Station<br />

GridReference 533547 399746<br />

Easting 533547<br />

Northing 399746<br />

PumpedDrain<br />

D500200 - Old Fleet Drain<br />

OutfallMaintainedBy EA<br />

Outfall<br />

Louth Canal<br />

CatchmentArea(ha) 936<br />

No_of_Pumps 2<br />

Weedscreen 1<br />

Pumps/Type/No/Size 2 x 500mm Gwynnes AFV<br />

Motor/Power<br />

Electric 38Kw<br />

TotalCapacity(l/s) 1300<br />

YearBuilt 1969<br />

ConditionAssessment Fair<br />

Notes<br />

Postcode<br />

DN36 5TY<br />

Design water level<br />

Lowest land level<br />

No of properties benefitin<br />

Cill Level<br />

Gravity Flap Invert Level<br />

Gravity Flap size<br />

Motor Floor Level<br />

Weed Deck Level<br />

Flood Switch off Level<br />

Syphon Invert Level<br />

Temp Resilience Level<br />

Normal Winter Water Leve<br />

Normal Summer Water Le<br />

06 July 2011 Page 31 of 32

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