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horizontal distance is 100 feet, and the slope is at an angle of 15 deg., the rise will be 17-633/1000 feet. Table No. 2 shows the rise of the slope for 100 feet of its own length. If the sloping line, (at an angle of 15 deg.,) is 100 feet long, it rises 25.882 feet. TABLE No. 1. DEG. FEET. 5 8.749 10 17.663 15 26.795 20 36.397 25 46.631 30 57.735 35 70.021 40 83.910 45 100.-- 50 119.175 55 142.815 60 173.205 65 214.451 70 274.748 75 373.205 80 567.128 85 1143.01 TABLE No. 2 DEG. FEET. 5 8.716 10 17.365 15 25.882 20 34.202 25 42.262 30 50.-- 35 57.358 40 64.279 45 70.711 50 76.604 55 81.915 60 86.602 65 90.631 70 93.969 75 96.593 80 98.481 85 99.619 With the maps before him, showing the surface features of the field, and the position of the under-ground rock, the drainer will have to consider the following points: 1. Where, and at what depth, shall the outlet be placed? 2. What shall be the location, the length and the depth of the main drain? 3. What subsidiary mains,--or collecting drains,--shall connect the minor valleys with the main? 4. What may best be done to collect the water of large springs and carry it away? 5. What provision is necessary to collect the water that flows over the surface of out-cropping rock, or along springy lines on side hills or under banks? 6. What should be the depth, the distance apart, the direction, and the rate of _fall_, of the lateral drains? 7. What kind and sizes of tile should be used to form the conduits? 8. What provision should be made to prevent the obstruction of the drains, by an accumulation of silt or sand, which may enter the tiles immediately after they are laid, and before the earth becomes compacted about them; and from the entrance of vermin? 1. The outlet should be at the lowest point of the boundary, unless, (for some especial reason which does not exist in the case under consideration, nor in any usual case,) it is necessary to seek some other than the natural outfall; and it should be deep enough to take the water of the main drain, and laid on a sufficient inclination for a free flow of the water. It should, where sufficient fall can be obtained without too great cost, deliver this water over a step of at least a few inches in height, so that the action of the dra
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