Appendix A
Long Valley
- Action Plan for Potential Changes in Groundwater Regime or Surface Settlement
during Construction
(Extracted from Table 3.3 of the EIA
Report)
Prescriptive
Action |
Available
Measures |
Pre-emptive |
Install a suite of piezometers (4 pairs) that
straddle the tunnel alignment and monitor groundwater cycles for 24hr periods
during peak Spring and Lowest Neap tide cycles at the beginning and end of
the Wet and Dry Seasons throughout the year preceeding tunnel construction. Undertake additional monitoring cycles to cover
unusual periods of activity such as the passage of a major storm and flood
event or the prolonged operation of the downstream fabridam so as to exclude
tidal variation. Consult the District Council and establish a Long Valley
Action Committee amongst the working farmers to keep them informed at all
times of works progress and agree an Event Action Plan. Clean out main channel serviced by Agriculture,
Fisheries and Conservation Department (AFCD) fabridam and downstream watercourse. Pre-empt any problems with the main mid-Long Valley
watercourse through inspection, cleaning of accumulated silt and
re-inforcement of known weak points and sharp changes of direction. Set up a planned Contingency Agreement and Action
Plan with AFCD and Water Services Department so that the full benefits of the
installed fabridams can brought to bear promptly should the need ever arise. Work with AFCD to increase the degree of
inflation of the River Beas Fabridam so as to be able to divert more flow
into Long Valley and carry out a trial run of same checking the influence and
performance downstream within Long Valley. Upon commencement of tunnelling, work with the local
farmers to raise and reinforce bund levels by 100mm at all points where the
mid-Long Valley watercourse traverses a tunnel alignment. |
Response to observed changes in the ground
conditions and significant measured changes in the control piezometers |
In consultation with the farmers, increase available irrigation flows originating at the AFCD fabridam by resetting sluice levels at the take off point and adjusting the proportions of the downstream bypass overflows back to the Beas. Pump over from the Beas or Sutlej rivers into the
larger seasonal watercourses to make up any continuing water shortfall,
should such occur. This could include pumping up to the main AFCD irrigation
channel as was done during the period of construction of the drainage
improvement project on Beas and Sutlej Channels carried out by the Drainage Services
Department (DSD). Work with the farmers to supply and stockpile
materials suitable for local bund raising should the need occur. New sandbags
to be stored on site ready for issue. Additional pumps and flexible delivery
hose to be provided on stand- by. Arrange additional pumping to maintain continuous
but moderate flows in the normally dry irrigation channels, delivering water
throughout the complicated channel network across the tunnel alignment
including possible local recharge of disused wells. |
Additional Actions available to combat an emergency |
To overcome a worst case scenario of a temporary
general lowering of the groundwater raise the downstream fabridam operated by
Water Services Department (WSD) to impound the Beas, Sutlej and Indus rivers
flooding the alluvial aquifer across the Long Valley floor to temporarily
create the effect of a standing high tide or surge. This form of impounding
is a permanent design function of the WSD fabridam, albeit implemented for a
non WSD purpose. |