796EFC-1-1-29_0112a.tif
			REPORT OF THE GROUND COMMITTEE 4TH FEBRUARY 1960

		Since the Committee's previous report on December 1st 1959, the
	following procedure has been adopted.

		In view of the effectiveness of the experimental trenches the digging
	of these was continued at the greatest possible speed with an increased labour
	force. Because of the urgent necessity of obtaining drainage in order to
	enable the matches to be played, it was considered impossible to try and save
	any turf in the centre of the field especially as very little existed and the
	play on this turned the surface into a sticky mud.

		By the 16th January 1960 with the exception of the wings, the ground
	had been covered with staggered trenches except for a few places with which
	it was felt the permanent ground staff could cope and on that date all additional
	labour was discharged. Unfortunately, due to the difficulty of supervising
	the casual labour it has been found that a proportion of the soil warming wires
	have been damaged and will require repair at a later date. The wings have been
	left until the last because it has been considered desirable to retain the turf
	and work will be started on these as soon as possible, the same procedure being
	adopted of taking up all the soil loosening the clinkers to obtain drainage, and
	then replacing the turf.

		From the commencement of the operation the weather has been a constant
	hindrance as the rainfall has been completely abnormal as the following figures
	show. These were obtained from the Met. Office at Speke.

			     		Average Rainfall
			        	   1941-1958			1959

	October				   2.74 inches			2.78 inches
	November			   2.93 inches			3.85 inches
	December			   2.67 inches			4.29 inches (an all
								    	     time record)
	January				   2.74 inches			5.00 inches

		On the night of Tuesday 19th January on which there was a Board
	Meeting, before it was dark any Director who looked at the ground would see it
	was covered with water, not surprising considering the rainfall from 9 a.m.
	Tuesday to 9 a.m. Wednesday was .571 inches, a very heavy amount. The rain 
	ceased some time during the night and at 9 a.m. on Wednesday morning the pitch
	had no water on it whatsoever and was comparatively firm. It must be appreciated
	that this drainage has been obtained on virtually bare ground which is obviously
	very much more difficult than on ground covered by turf. Of itself turf has
	the power of absorbing a great deal of water at the same time creating drainage
	through its roots, hence if there is drainage below the turf it is only in very
	extreme cases that any water will be on the top. Within the last few days
	however, the water does not seem to be getting away with the same facility,
	whether this is due to the accumulate effect of the very heavy rain lately, or
	that fact that only about 50% of the ground has been trenched is difficult to say

		The Reserve match v. Burnley on Saturday last, 30th January, was
	postponed because of water lying on the top, not because of the consistency of
	the soil, which it appears will not now  become a gluey mud as before, but will
	naturally kick up in play. The factor which caused the water to be on the top
	was continuous rain for the previous 36 hours (approximately), and rain of this
	nature for a similar period seems the only danger as regards the playing of
	matches in the future. The polythene sheets when used to protect the ground
	have been successful but there are mechanical difficulties regarding the removal
	of water and keeping down and removing them when there is a high wind, but the
	Committee have several ideas in mind and with time to experiment feel that these
	could be overcome. What is very puzzling is the behaviour of the wing on the
	left side of the Directors' Box nearest the church. Throughout the abnormal
	rainfall an area from the edge of the penalty area, the same width and running
	to the touch line, has been satisfactory in every way, not even requiring forking.
	It is understood that this is the only portion which was barrow loaded during the
	original re-laying of the ground, therefore it must be presumed that it was never
	panned.