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| > SFCA Home | Search | > Claim 5042 Summary | > Claim 5042 Maps | ◄► |
| No. of Claim | Name of Claimant | Description of Claimant | Address of Claimant | ||
| 5042 | Henry Barker; Charles Pease | [Henry Barker] Farmer and Butcher; [Charles Pease] Gentleman | [Henry Barker] Arbourthorne, Intake Road, Sheffield; [Charles Pease] Broomhill, Sheffield |
| Nature of Claimant’s Interest | Particulars of Claim | Amount of Damages Claimed | ||||||
| Owner of Freehold Property, Fixtures Machinery and other Effects, mentioned in the Particulars of Claim. Mr. Pease claims to be paid out of the amount of the Claim the sum of £4,000 for unpaid purchase money. | Wood and fixing for Warehouse doors and Windows, floor etc., complete | £25 | 10s | |||||
| Workmanship upon the above | £13 | 4s | ||||||
| Walling and Dressing face wall Stone 8¾ roods @ 16/- | £6 | 19s | ||||||
| Walling 20½ roods @ 9/6 | £9 | 14s | 9d | |||||
| Wood Pentrough in Crinoline Mill Shuttle Gear and Trough putting into its place | £15 | |||||||
| Wall to Bank 35 yards x 3 yards high x 2 feet 70 Yards Cube | £12 | 5s | ||||||
| Walling 90 Yards x 3 Yards x 6 Yards 1620 yards Cube @ 6/~ | £486 | |||||||
| Walling 53 Yards x 2 Yards x 2½ Yards 275 Yards Cube @ 6/~ | £82 | 10s | ||||||
| Wall to Bank 54 feet long x 6 feet by 2 feet 6 inches = 30 Yards Cube 6/ | £9 | |||||||
| Weir in the River above the Dam | £400 | |||||||
| Upper Shuttles £16 and Ashlar to Upper Shuttles £47 | £53 | |||||||
| 4 Window frames and Shutters, 2 Sky lights 3 door frames 2 locks and 2 Keys | £2 | 1s | 6d | |||||
| 2 Metal trough Plates 4.0.0 | £2 | 14s | ||||||
| Bolts 9/- 4 Iron stays 8/~ | 17s | |||||||
| 2 Breast Shuttles and Shaft | £3 | 10s | ||||||
| Damages done by the Inundation to the Freehold of the Limerick Mills near to Malin Bridge in the parish of Sheffield which Inundation destroyed nearly the whole of the Buildings, Dam, Goit, Land, Houses, Machinery and Premises and reduced the whole property to ruin. | £4865.14.9 | |||||||
| The following are the particulars of the damage sustained and of the estimated costs of reinstating the property in the condition in which it was immediately before the Inundation. | ||||||||
| Stable rebuilding | £45 | |||||||
| 2 Privys | £6 | |||||||
| Mill next the River complete | £879 | 17s | 2d | |||||
| Office Wood work doors, Windows etc. complete | £22 | 5s | ||||||
| Chimney Building 10.5.0 Allow for Chimney Building 4/- | £10 | 19s | ||||||
| Iron work for Chimney 1¼ Hundredweights @ 4½d | £2 | 12s | 6d | |||||
| New Timber washed away most of it prepared for New Mill | £102 | 9s | 1d | |||||
| 2 Boilers washed down and outside Wall cost | £35 | 10s | ||||||
| Iron work to 2 Boilers broken and destroyed | £3 | 7s | 6d | |||||
| 1 Pipe to join to Feed Box broken 64 pounds | 6s | 11d | ||||||
| 1 Man hole Cover 84 pounds @ 9/- | 6s | 9d | ||||||
| 18 Bolts for Man hole Cover 27 pounds @ 4½d | 10s | 1½d | ||||||
| 5 Principals off old Roof side trees and sparrs | £15 | 5s | 3d | |||||
| 1 New Door very Strong 8 feet x 4 feet 2 and Iron Work and Lock | £2 | 6d | ||||||
| Stone for face Walls 8¾ roods @ 10/ | £4 | 7s | 6d | |||||
| Stone for inside Walls 28½ roods @ 10/ | £14 | 5s | ||||||
| Ashlar Bed for Engine re setting | £3 | 5s | 6d | |||||
| Quoin Stones 126 feet @ 8d | £5 | 8d | ||||||
| Dressing 126 feet | £6 | 6s | ||||||
| Doorway Stones 3.14.2 dressing Stones 4.14.0 | £8 | 8s | 2d | |||||
| Lime for Walling and dressing face wall Stone 8¾ roods @ 3/6 | £2 | 7½d | ||||||
| Lime for Walling 20½ roods @ 3/6 | £3 | 11s | 9d | |||||
| 60 feet of Red deal for covering for Water Wheel Shaft end 11 x 3 | £1 | 5s | ||||||
| 1 Iron Shaft and 3 levers 2 hundredweights 3 quarters 11 pounds @ 28/~ | £4 | 6d | ||||||
| 3 Pedestals Caps and Screw Bolts @ 3/6 each | 10s | 6d | ||||||
| 1 Iron connecting Rod 5 feet 6 inches long 2½ x ¾ 36 pounds 3d | 9s | |||||||
| 1 Metal Standard and Pedestal 1.0.0 | 14s | |||||||
| 2 Metal Starts and labor | £1 | 10s | ||||||
| Metal Pentrough removing backwards with Pillars and bearers adjusting | £2 | 10s | ||||||
| Fence Walling from Walkley Lane side of River 7½ roods x 4 feet high @ 7/~ | £2 | 12s | 6d | |||||
| Bank Walling from Walkley Lane corner of Planting 100 yards long x 4 feet wide x 14½ feet high 645 Yards @ 7/~ | £225 | 15s | ||||||
| Bank Walling 75 Yards long x 3 Yards x 2 feet 6 Cube 179 Yards @ 7/~ | £62 | 13s | ||||||
| Land washed away 550 yards restoring @ 1/~ | £27 | 10s | ||||||
| Bank wall from Shuttles 109 Yards long walled on both sides with Puddle between x 3 yards x 7 feet high 763 Yards Cube at 6/~ | £228 | 18s | ||||||
| Dam Bank next River 14 Yards x 6 Yards x 2 Yards 168 yards Cube 3/6 | £29 | 8s | ||||||
| Bank making good 35 yards x 3 yards x 2 yards = 210 Cube | £36 | 15s | ||||||
| Bank Wall next the River 55 Yards 6/~ | £16 | 10s | ||||||
| 60 Yards repairing and Wall to River | £2 | 10s | ||||||
| Ashlar at the Grinding Wheel Corner 21 feet x 15 inches x 18 inches ~ 2 feet 9 20/~ | £2 | 12s | ||||||
| Rubble Wall 88 Yards long x 1 Yard high 12 Roods 4 Yards bottom of dam on the Grinding Wheel side 15/~ | £9 | 8s | 6d | |||||
| 1 Privy | £2 | |||||||
| Rubble Wall 24 Yards long x foot high x 3 feet adjoining the Stable down River side 126 Yards Cube @ 6/~ | £37 | 16s | ||||||
| Goight cleansing 245½ yards long 4 Yards x 1 Yard = 982 yards @ 6d | £24 | 11s | ||||||
| Dam cleaning out to the original depth | £70 | |||||||
| Ashlar in Forebay and Wash 165 Tons 9 feet at 18/~ | £49 | 10d | ||||||
| Bye Goight Culvert 42 feet x 3 feet 4 inches x 3 feet 6 inches deep 52 Tons @ 18/~ | £46 | 16s | ||||||
| Culvert from Bye Shuttle to river 20 feet long x 4 feet 6 inches x 5 feet arched = 4½ Roods at 25/~ | £5 | 12s | 6d | |||||
| 1 Bye Shuttle and Gear | £3 | 10s | ||||||
| 2 Wash Boards 6 feet long x 9 inches x 3 inches = 32 feet at 8d | £1 | 1s | 4d | |||||
| Bulk between the Grates at the Forebay 9 feet 6 long x 3 feet x 7 feet 6 inches = 142 Tons 9 feet 18/~ | £128 | 6s | 10d | |||||
| Boundry Wall between River and Mill 132 feet long x 9 feet x 2 feet 6 inches = 18 Roods 6 Yards @ 15/~ | £14 | 2s | 10d | |||||
| Road Filling up between River and Mill 74 feet long x 34½ feet x 6 feet deep = 567 Yards 9 feet Road Filling up between River and Mill 66 feet long x 6 feet x 8 feet deep = 115 Yards 3 feet |
@ 6d | £17 | 1s | |||||
| Bank Wall 24 feet long x 3 feet Bank Wall 12 feet long x 9 feet Bank Wall 51 feet long x 6 feet |
7 Roods 5 yards @ 15/~ | £5 | 15s | 8d | ||||
| Arch at the River below the Wheel | £10 | |||||||
| Partition Wall between River and Goight 80 feet long x 5 feet high x 5 feet 74 Yards Cube | £22 | 14s | ||||||
| River cleaning out from Hillbridge to Malin Bridge | £600 | |||||||
| Rubbish and Stone removing from front of Grinding Wheel 21 Yards x 5 Yards x 3 feet 105 Yards Cube @ 6d | £2 | 12s | 6d | |||||
| Rubbish and Stone removing from front of Sty Stoves Cottage 10 Yards x 10 Yards x 2 feet 67 Yards Cube @ 6d | £1 | 13s | 6d | |||||
| 1 Water Wheel Cover Metal side broken | £1 | 10s | ||||||
| 4 Water Wheels putting into their proper places | £1 | 10s | ||||||
| Mr. George Hawksley charge for Valuing | £30 | |||||||
| Sundries Extras and Contingencies | £412 | 14s | 6d | |||||
| Rent for 20 Months at £228 per Annum the time that it will elapse from the date of the Inundation before which the Mill could be got to work again | £380 | |||||||
| Professional and other charged prior to Claim | £45 | 15s | ||||||
| £4865 | 14s | 9d | ||||||
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Certificate Granted 29 June 1865 |
Assessed by Agreement incl costs at | £3097 | 15s | |||||
Note: Line 17: sparrs [sic]; Line 38: labor [sic]
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