Amended Planning Application for Little Hay Golf Course - Proposed widening of Upper Bourne End Lane & Temporary Formation of access into the golf course
An amended
planning application for the “remodelling” of Little Hay Golf Course has been
received. We would urge everyone in the village to object to this amended
application, details of which are below. (For full details of the application,
please go to www.hertsdirect.org/planning).
Whether or not you have already objected to this application, please do so
again. At the moment we only have until 26 February to respond, although objections will still be
accepted right up until the determination of the
application. If the landfill on the golf course goes ahead, it will adversely
impact everyone in the area, whether or not you ever venture onto Upper Bourne
End Lane. The developers want to widen the bottom of Upper Bourne End Lane, which will mean
removing the grass verges, making it extremely dangerous for walkers and horse
riders. We want to prevent them from dumping landfill on the golf course which
is Green Belt land and an area of natural beauty. If it goes ahead there will
be noise and dust and 75
tipper lorries coming from
all directions every
day. They will set their sat navs and head for our
area, inevitably trying to access Upper Bourne Lane directly from the village.
There will be mud on the
roads and the A41 slip
roads around the services will become extremely dangerous for everyone. Please
email/send your objections to Shaun Wells at Herts CC, spatialplanning@hertfordshire.gov.uk
Herts CC, Spatial and Land Use Planning Unit, CHN216 County Hall, Hertford, SG13
8DN.
Upper Bourne End Lane,
Nr Hemel Hempstead, RSA1 Page 5 December 18,
2013
2 THE SCHEME
2.1 The proposal is for a temporary access for construction traffic via
Upper Bourne End Lane to the Little Hay Golf Club. From the supplied Access Statement
this route has been proposed since it provides direct access to / from the dual
carriageway, A41 (Hemel Bypass), without passing any houses, and would also
allow construction vehicles to be segregated from general traffic to / from the
Golf Course, which uses the main entrance on the B4505 Box Lane.
2.2 It is proposed to widen the existing carriageway into the wide verge
on the eastern side within the adopted highway boundary on the northernmost
section of Upper Bourne End Lane (north of the gate to the stables, on the left
hand side of the road. This would be by up to 1.7m over a length of 65m to
provide a 5.5m width section over almost 60m.
2.3 Further minor carriageway widening is proposed over the section
south of the bridleway into
Hanging Wood, to the north of the existing 5.5m section by up to
0.7-0.8m on one or both sides
over a 40m length. Together with the existing 21m long section of this
width, this would provide
another 55m length with a 5.5m wide carriageway width, about 70m from
the initial widened
section. It is suggested that the two sections would be inter-visible
for drivers of oncoming
vehicles travelling in either direction with the implication that that
almost 120m of the first 190m of
Upper Bourne End Lane would be of sufficient width to allow two HGVs to
pass each other with
no risk of vehicles queuing back onto the A41 westbound off-slip.
2.4 In the Access Statement supplied, it is stated that no carriageway
widening can be undertaken over the next section to the proposed temporary
access and hence one-way shuttle working is proposed to be implemented on this
section during site operating hours throughout the
importation period.
2.5 It is proposed that the above works would create a holding area some
180m from the bottom of the Lane. Allowing one-way shuttle working to be
confined to a section of Upper Bourne End
Lane of about 270m in length, which is below the maximum of 300m
recommended by the DfT
document ‘TAL 2/11 Portable Traffic Signals for the Control of Vehicular
Traffic’. With the
proposed length, intergreen times of around 30 seconds would be required
for vehicles to travel
from one end of the length of shuttle working to the other, which
together with minimum green
times of 7 seconds would give a cycle time for 3-stage working of around
90 seconds.
2.6 Alternatively, it has been proposed that the Code of Practice
‘Safety at Street Works and Road Works’ (DfT, 2011) recommends that manual Stop
/ Go boards can be used over a length of up to 500m for a two-way flow of 850
vehicles per hour. This is in excess of the total maximum
hourly two-way flow of up to around 60 vehicles per hour expected on a
weekday during the
works period. A higher flow limit of 1,050 vehicles per hour is
recommended where the length of
the works is below 300m, as is the case here. The Code states: Two-way
radio control between
operators may be needed where the operators are not clearly visible to
each other and there is
no intermediate operator present and in this instance this is the case
being proposed.
NOTE: 5.5 m width is the minimum quoted by Ardent
for 2 HGVs to pass
Upper Bourne End Lane,
Nr Hemel Hempstead, RSA1
Page 6
December 18, 2013
2.7 From the Access Statement supplied, it is stated that as a banksman
would be stationed at the access and responsible for controlling the egress of HGVs
from the site, no visibility splays would be required. Further, the access
would have gates that would be closed and locked outside site working hours.
2.8 From the supplied Access Statement, the duration of the construction
phase is anticipated to be in the order of approximately 18 months, depending
on the availability of suitable soils, and also restricted hours of operation
due to adverse weather conditions. Normal operating hours for the importation
of material would be weekdays (excluding public holidays) 07:00-17:00, with no
deliveries at weekends. It is anticipated that the site would receive an
average of around 75
deliveries per weekday in the form of 10m long 3- and 4-axle tippers,
which equates to an
average 15 two-way
HGV movements per hour during the proposed working day.
Comments
Post a Comment