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Nature
of Claimant’s Interest |
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Particulars
of Claim |
Amount
of Damages Claimed |
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Ashlar 20 ft long x 4 ft x 2 ft = 160 ft , 40 & 2/3 Tons 18/. |
£9 |
12s |
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2 Side Walls 11 ft long 4 ft x 2 ft = 19½ yards 3/. Per yard |
£2 |
18s |
6d |
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Old Ashlar replacing over Goit |
£1 |
1s |
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Pitching in Bottom of Wash Goit, 18 ft x 16 ft, 32 superficial yards 4/. Per yard |
£6 |
8s |
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Bye Shuttle with Rack and Pinion complete |
£3 |
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Bank on Bottom of Dam, 64 ft x 13 ft x 5 ft = 154 yards cube 4/. |
£30 |
16s |
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Bank 62 ft x 3 ft x 10 ft = 69 cube yards 3/. |
£10 |
7s |
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Breast Wall from Wheel to Wash, 42 yards long x 4 ft high x 2 ft 3/. Per yard lineal |
£6 |
6s |
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Bank north side Bottom of Dam, 70 ft x 4 ft x 3 ft = 31 yards cube 2/6 per yard |
£3 |
17s |
6d |
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Rubble Wall in Dam 4 ft high 70 ft long x 2 ft 3/. Per yard at the North side, 23 yards, 1 ft lineal |
£3 |
10s |
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Dam Cleansing out, 100 yards x 40 yards x 9 in. deep 1000, 90 yards x 16 yards x 18 yards 720, South side of Dam, 118 yards x 40 yards x 18 inches 2360 |
4080 yards at 8d per yard |
£136 |
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Ashlar Breast front of Fore Troughs 24 ft long x 4 ft 6 in. X 1 ft 6 in., 12½ ft long x 1 ft 6 in. x 1 ft 6 in., 22 ft long x 1 ft 6 in. x 1 ft 2 in., 33½ ft long x 3 ft 3 in. x 1 ft 6 in. |
391 ft = 26 Tons at 18/. Per Ton |
£23 |
8s |
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Rubble Wall back of Ashlar Wall, North Side of Fore Bay 15 ft long x 6 ft 6 in. x 2 ft = 7 & 1/5, @ 7/. Per cube yard |
£2 |
10s |
5d |
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Puddle between Ashlar & Wall North Side 21 ft x 6 ft 6 in. = 7½ yards cube @ 5/. Per yard |
£1 |
17s |
6d |
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Puddle back of Ashlar Wall, South Side, 36 ft x 6 ft x 1 ft 6 in. = 13 yards at 5/. Per yard |
£3 |
5s |
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Filling up between the Hull and Ashlar Wall, South side 13 ft x 12 ft x 4 ft = 23 yards @ 6d |
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11s |
6d |
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Goit on the Top of the Dam cleaning out North side 25 yards x 3 yards x 2 ft 6 in. = 62½ yards at 6d |
£1 |
11s |
3d |
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Bridge at the Bottom of Rowell Bridge Lane across the Road, 38 ft long x 17 ft wide = 10 Roods and Backing |
£30 |
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Rubbish clearing from Fore Bay and Water Wheel down Goit to end of Arch. 16½ yards x 5 yards x 2 yards = 165 cube yards 1/. |
£8 |
5s |
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Goit cleaning below from Fore Bay and Water Wheels down Goit to end of Arch, 128 yards long x 3½ yards x 4 ft 6 in., the same forward, 26 yards x 3½ yards x 18 in. deep |
717½ yards @ 1/. Per yard |
£35 |
17s |
6d |
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2 Walls on River side and bottom of Goit adjoining the River, 55 yards long each x 6 ft x 2 ft 3 in. & excavating = 165 yards @ 7/. |
£57 |
15s |
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2 Retaining Walls down the Goit side |
£20 |
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3/12ths = ¼ |
£508.16.8 (divided by 4) = £127.4.2 |
£-386 |
-12s |
-6d |
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The Claimant seeks to recover as compensation for the Destruction by the Inundation of the North End of the said Rowell Bridge Grinding Wheel 3/6ths parts or one half of which belonged to him the sums and according to the particulars shewn in Part 2 of this Schedule namely: |
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Part 2 |
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No. 1 |
Hull 29 ft long x 21 ft x 10 ft 225 yards |
£78.15.0 |
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No. 2 |
Hull 70 ft long x 31 ft x 12 ft, 946 yards |
£385.12.0 |
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Rails and Troughs, Sundry Boxes etc. for Tools |
£5.0.0 |
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Rubbish Clearing out of Hull 70 ft x 31 ft x 4 ft = 321½ yards at 1/. |
£16.1.6 |
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Machinery, new Pentrough, Shuttles Drums |
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Shafting Trough, Shafts all complete |
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2 Stone Water Trough |
£1.0.0 |
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2 Wood Troughs lined with Tin |
£1.0.0 |
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3/6ths = ½ |
£912.8.6 [ divided by 2] |
£461 |
4s |
3d |
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The Claimant also seeks to recover the following consequential Damages by the Flood & which property he cannot restore until the receipt by him (on 30th August 1865) of the Damages in Parts 1 & 2 of this Schedule |
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The Property comprised in Parts 1 & 2 of this Schedule, were producing, before the flood, the following rents, viz. |
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1 Trough (Joseph Womack) |
£4.4.0 |
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2½ Troughs (John Bradwell) @ £4.4.0 |
£10.10.0 |
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2½ Troughs (Joseph Revitt) @ £.4.4.0 |
£10.10.0 |
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1 Trough (William Goodison) |
£4.4.0 |
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2½ Troughs (Samuel Inman) @ £4.4.0 |
£10.0.0 |
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1½ Trough (William Goodison Sen.) @ £4.4.0 |
£6.6.0 |
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1 Trough (William Bradwell) |
£4.4.0 |
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2½ Troughs (John Stanley) @ £4.4.0 |
£10.10.0 |
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[=] |
£60.18.0 |
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The Claimant seeks to recover a sum equal to those rents from 11th March 1864, to the expiration of one year from the time fixed by the Statute for Payment of the damages, namely 30th August 1866, 2 years, 24 weeks and 4 days |
£150 |
8s |
4d |
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The Claimant has also incurred charges of Valuers, Millwright and Solicitors, preparatory to this Claim and consequent upon the destruction of his property amounting to |
£12 |
12s |
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The Schedule of Particulars referred to in the Annexed Claim of Luke Oates |
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The Entirety of the Property comprised in Part 1 of this Schedule destroyed by the Inundation, belonged to the Several Owners of the 'Rowell Bridge Wheel' Grinding Wheel, in the proportions following, namely, three twelfths to Mr John Pitchford, three twelfths to the Mortgagee and Devisees of George Goodinson, deceased, three twelfths to Oates, 2 twelfths to Alfred Darwent and Henry Darwent as joint Tenants and one twelfth to Elizabeth Smith. The Claimant, Luke Oates, seeks to recover three twelfth parts of the Damages shewn by the following particulars in Part 1 of Schedule & to which three twelfths he is entitled to as Owner |
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Part 1 |
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Goit Cleansing out 56 feet long x 9 ft x 3 ft = 56 yards 1/. To be deposited at the back of the River and Bank |
£2 |
16s |
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Cleansing to Arch, 10 yards 1/. |
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10s |
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Bank Wall next to River 80 ft long x 5 ft x 2 ft 3 in. thick = 33 & 1/3 yards cube at 5/. |
£8 |
6s |
8d |
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Arch across the Goit from Messrs. Newbould's Land to Pitchford & Co's Land |
£10 |
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Goit cleansing from Arch to Dam |
£1 |
1s |
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Arch on the South side near the Top of Dam 10/./. Excavating for Arch, from Dam to River 33½ yards long x 2 yards x 2 yards = 134 yards at 8d per yard |
£14 |
9s |
4d |
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Ashlar for Wash on South side |
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9 ft 2 in. long x 2 ft x 1 ft x 1 ft 8 in., Ashlar 8 ft x 2 ft x 1 ft 6 in. = 54 ft = 3 Tons, 9ft 18/. |
£3 |
4s |
6d |
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Irons to Washboard 14 lbs at 5d |
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5s |
10d |
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Dam Bank, Top length rebuilding, 422 ft x 6 ft x 3 ft = 140 yards 2 ft lineal 5/. Per yard |
£35 |
3s |
4d |
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Dam Bank 118 ft x 3 ft x 5 ft = 104 yards 12 ft @ 2/6 per yard cubed |
£13 |
1s |
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Low Wash Breast |
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Wash Board 19 ft x 7 in. x 2 in. at 4d |
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6s |
4d |
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To Walling from the Low Wash up the Dam Bank 203 yards long x 2 ft 18 in. 67½ cube yards at 6/. |
£20 |
5s |
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Wash board 21 ft x 2 in. x 2 in. at 6d per ft |
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10s |
6d |
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£746 |
8s |
9d |
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