Claim for loss of property #5375 – Particulars

	No. of Claim	Name of Claimant	Description of Claimant	Address of Claimant
	5375	Jonathan Proctor, Lessee to George Montague Burgoyne Esquire	Ashton Carr Grinding Wheel, Loxley	Stone Mason, Malin Bridge near Sheffield

Nature of Claimant’s Interest		Particulars of Claim		Amount of Damages Claimed
Leasehold		Top part filling and Levelling above the last named length		£6
		Top part filling and Levelling above the last named length	6.0.0
		Valuation of Debris removing from the Water course at "Ashton Carr Wheel" occasioned by the Flood in the occupa~tion of Mr. Jonathan Proctor. October 24th 1864. George Hawksley.
		Wheel Building divided into 3 Hulls with wood Roof and Slated, and Doors and Windows		£243	2s
		Wall at the low end of the Field from Goit to River 4½ Roods 4 feet high @ 12/~		£2	14s
		Valuation of Debris removing from the Water Course.		£200
		Rent £47.0.0 yearly. For 7 Months Rent at £3.18.4 per Month		£27	8s	4d
		2 Bank Walls from Shuttles to the extent of Mr. Burgoyne's Land 100 yards each long x 8 feet x 3 feet = 533 Yards Cube 6/		£159	18s
		Foundation Excavating 200 Yards @ 1/~ Lineal Yard		£10
		Opening between the 2 Walls filling up for the Foot Path. 70 Yards x 3 Yards x 2½ Yards = 525 Yards 1/~		£26	5s
		George Hawksleys Charge		£12	12s
	A £.s.d 202"3"0	2 Bank Walls from Shuttles to the extent of Mr. Burgoyne's Land.
		100 yards each long x 8 feet x 3 feet ~ 533 Yards Cube @ 6/~ Yard	159.18.0
		Foundations Excavating 200 Yards 1/~ Lineal Yard	10.0.0
		Opening between the 2 Walls filling up for the Foot Path. 70 Yards x 3 Yards x 2½ Yards = 525 yards @ 1/~	26.5.0
		See Claim Folio 367.	£202.3.0
		See Claim Folio 367.	£200.0.0
		Rubbish clearing from the Hulls 90 feet long x 21 feet x 4 feet deep = 280 Cube Yards @ 8d Yard		£9	6s	8d
		Ashlar for Breast or Fore Bay 28 feet long x 2 feet 4 inches x 1 foot 2 inches = 5 Tons @ 18/~ Ton		£4	10s
		Rubble Walls to Bank at Fore Bay at the end of Ashlar Stones. 15 yards 4/~ Cube Yard		£3
		Fitting at the Back of Rubble Walls of Fore Bay and Rubbish removing out of Fore Bay		£4
		Arch over the Goit for Road 12 feet x 12 feet		£10
		Goit clearing below the Water Wheel to the extent of Goit ~ 1133 Yards at 8d per Cube Yard		£37	14s	11d
		2 Retaining Walls in Goit from Water Wheel, to below the Bridge 220 feet x 9 feet deep = 3½ Roods @ 12/~		£18	18s
		Bank on West side of the Goit clearing of Stone, Sand, or Rubbish 170 feet long x 36 feet x 4 feet = 907 Yards @ 6d		£22	13s	6d
		River Bank Wall from Weir, down the River to opposite the Wall at the Field side with Excavating for ~ Foundation = 275 Yards @ 3/6 Cube Yard		£48	2s	6d
		One Fifth Share of £650 for Weir and Shuttles		£130
		Damage to Machinery		£370
		Land. 0 acres 2 roods 26 rood; 5½ x 5½ yards">perches of Land damaged at £90 per Acre.		£59	12s	6d
		A. Deduct the sum from Letter A.		£-202	-3s
				£1203	14s	5d
Certificate Granted 27 June 1865		Assessed by Agreement incl costs at		£800

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