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Nature
of Claimant’s Interest |
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Particulars
of Claim |
Amount
of Damages Claimed |
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John Pitchford - Eldon Street, Sheffield, Charles Wright - North Anston, Rotherham, Hannah Goodinson - Griffs, Stannington, Sheffield, Jonathan Goodinson - Same Address, George Elliott - Stannington Sheffield, Eliza Elliott - Hill Top, Dungworth, Stannington, Sheffield, Elizabeth Ogden, Joseph Ogden - Stannington aforesaid, Mary Ann Elliott, Jonathan Elliott - Hill Top aforesaid |
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Part 1 |
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Goit Cleansing out 56 ft long x 9 ft x 3 ft 56 yards 1/., to be deposited at the back of the River Wall and Bank |
£2 |
16s |
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Schedule of the Particulars referred to in the annexed Claim of John Pitchford and of Charles Wright as Mortgagee and of Hannah Goodinson and others as Devisees of George Goodinson deceased |
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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 Grinding Wheel in the proprietors following namely Six twelfth parts to the Claimants John Pitchford and the Mortgagee and Devisees of George Goodinson deceased (mentioned in annexed claim) in equal moieties and the other half as follows - Three twelfths to Luke Oates Two twelfths to Alfred Darwent and Henry Darwent and One twelfth to Elizabeth Smith. The Claimant John Pitchford and the Mortgagee and Devisees of George Goodinson deceased (mentioned in annexed claim) six twelfth parts of one half of the damages shewn by the following particulars in Part 1 of Schedule and to which one half they are entitled in equal moieties |
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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 inch thick = 33 & 1/3 yards cube @ 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 Cleaning from Arch to Dam |
£1 |
1s |
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Arch on the South side near the Top of the Dam |
£10 |
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Excavating for Arch from Dam to River 33½ yards long x 2 x 2 yards = 134 yards @ 8d per yard |
£4 |
9s |
4d |
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Ashlar for Wash on South side 9 ft 2 inches long x 2 ft & 1 ft 8 inch, Ashlar 8 ft x 2 ft x 1 ft 6 inches = 54 ft = 3 Ton 9 ft 18/. |
£3 |
4s |
6d |
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Irons to Wash board 14 lbs @ 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 3 ft lineal 5/. Per yard |
£35 |
3s |
4d |
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Dam Bank 188 ft x 3 ft x 5 ft = 104 yards 12 ft @ 2/6 cube yards |
£13 |
1s |
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Low Wash Breast |
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Ashlar 20 ft long x 4 ft x 2 ft = 160 ft = 10 & 2/3 Tons 18/. |
£9 |
12s |
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2 Side Walls 11 ft each 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 & 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 yards cube 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 lineal yard |
£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 inches deep 1000, 90 yards x 16 yards x 18 yards 720, South side of Dam 118 yards x 40 yards x 18 inch 2360 = 4080 yards @ 8d per yard |
£136 |
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Ashlar Breast Front of Fore Troughs |
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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., 33 ½ ft long x 3 ft 3 in. x 1 ft 6 in. = 391 ft = 26 Tons 18/. Per Ton |
£23 |
8s |
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Rubble Wall back of Ashlar North side of Fore Bay 15 ft long x 6 ft 6 in. x 2 ft = 7 & 1/5 @ 7d cube yard |
£2 |
10s |
5d |
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Puddle between Ashlar and Wall north side 21 ft x 6 ft x 1 ft 6 in. = 7½ yards cube 5/. Per yard |
£1 |
17s |
6d |
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Puddle back of Ashlar Wall south side 30 ft x 6 ft 6 in. = 13 yards @ 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 Dam cleaning out north side 25 yards, x 3 yards x 2 ft 6 in. = 62½ yards @ 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 & backing |
£30 |
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Rubbish cleaning away from Fore Bay & 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 the road towards the river from the Arch 128 yards long x 3½ yards x 18 inches 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 from the Low Wash up the Dam Bank 203 yards long x 2 ft x 18 in. = 67½ cube yards @ 6/. |
£20 |
5s |
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The Claimants John Pitchford and the Mortgagee and Devisees of George Goodinson deceased (mentioned in annexed claim) also seek to recover as compensation for the destruction by the Inundation of the south end of the said Rowell Bridge Grinding Wheel which belonged to them in equal moieties - 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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Hull in part taking down and rebuilding 7 yards long x 12 ft high 4 roods @ 30/. |
£6 |
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Rubbish clearing out Hull 58 ft x 3 ft 6 in. 196 yards @ 1/. |
£9 |
16s |
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Flight of Steps with Chamber at the end of Wheel 11 steps and Wall underneath |
£3 |
10s |
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Machinery Water Wheel Pentrough Shuttles Drums Shafting Troughs Gig Bands etc. complete |
£438 |
17s |
6d |
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Bank Wall on River side of the Field 77 yards x 3 ft x 6 ft deep 154 yards cube @ 7/. |
£53 |
18s |
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2 Acres of Land clearing of Rubbish on Face and soiling over @ £25 per acre |
£50 |
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Filling up holes in the Field 1434 yards @ 9/. Per yard |
£54 |
3s |
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Timber down to River side of Field |
£10 |
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Part 3 |
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The same Claimants mentioned in the annexed Claim also seek to recover the following consequential damages by reason of their property having been totally destroyed by the Flood and which property they cannot restore until the receipt by them (on 30th August 1865) of the Damages shewn on parts 1 and 2 of this Schedule |
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The Property comprised in parts 1 and 2 of this Schedule were producing before the Flood the following rents, namely |
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4 Troughs at £3.3.0 per annum |
£12.12.0 |
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2 Half Troughs at £2.2.0 |
£4.4.0 |
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7 Front Troughs at £5.5.0 |
£36.15.0 |
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2 Troughs in Chamber at £5.5.0 |
£10.10.0 |
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2 Troughs in Chamber at £5.5.0 |
£10.10.0 |
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4 Troughs in Lower Hall at £5.5.0 |
£21.0.0 |
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7 Troughs in Wheel at £5.5.0 |
£36.15.0 |
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4 half Troughs in Wheel £2.2.0 |
£8.8.0 |
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[=] |
£140.14.0 |
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The said Claimants seek to recover the sum equal to these rents from 11th March 1864 to the expiration of one year from time fixed by the Statute for payment of the damages viz. 30th August 1866 2 years 24 weeks & 4 days |
£349 |
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The Claimants have also incurred charges of Valuers Millwright and Solicitors preparatory to this Claim sand consequent upon the destruction of their Property amounting to |
£25 |
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Wash board 21 ft x 12 inch x 2 inch @ 6d per ft |
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10s |
6d |
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Wash board 19 ft x 7 inch x 2 inch @ 4d |
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6s |
4d |
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Wheel 58 ft long 31 ft x 12 ft = 799 yards |
£319 |
12s |
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£1808 |
13s |
2d |
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