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is thereby increased, so that no one can be too circumspect in this point.

In measuring a stationary distance, there is an object fixed in the extreme point of the line to be measured; this is a direction for the hinder chainman to govern the foremost one by, in order that the distance may be measured in a right line; for if the hinder chainman causes the other to cover the object, it is plain the foremost is then in a right line towards it. For this reason it is necessary to have a person that can be relied on, at the hinder end of the chain, in order to keep the foremost man in a right line ; and a surveyor who has no such person, should chain hinself. The inaccuracies of most surveyors arise from bad chaining, that is, from straying out of the right line, as well as from other omissions of the hinder chainman: no person, therefore, should be admitted at the hinder end of the chain of whose abilities in this respect, the surveyor was not previously satisfied and convinced; since the success of the survey, in a great measure, depends on his care and skill.

In setting out to measure any stationary distance, the foreman of the chain carries with him 10 iron pegs pointed, each about 10 inches long; and when he has stretched the chain to its full length, he at the extremity thereof sticks one of those pegs perpendicularly in the ground; and leaving it there, he draws on the chain till the hinder man checks hini when he arrives at that peg: the chain being again stretched, the foreman sticks down another peg, and the hindman takes up the former; and thus they proceed at every chain's length contained in the line to be measured, counting

the surplus links contained between the last peg, and the object at the termination of the line, as before : so that the number of pegs taken up by the hinder chainman, expresses the number of chains; to which, if the odd links be annexed, the distance line requir. ed in chains and links is obtained, which must be re. gistered in the field book, as will hereafter be shewn.

If the distance exceeds 10, 20, 30, &c. chains, when the leader's pegs are all exhausted, the hinder chainman, at the extremity of the 10 chains, delivers him all the pegs ; from whence they proceed to measure as before, till the leader's pegs are again exhausted, and the hinder chainman at the extremity of these 10 chains again delivers him the pegs; from whence they proceed to measure the whole distance line in the like manner ; then it is plain, that the number of pegs the hinder chainman has, being added to 10, if he had delivered all the pegs once to the leader, or to 20 if twice, or to 30 if thrice, &c. will give the number of chains in that distance; to which if the surplus links be added, the length of the stationary distance is known in chains and links.

It is customary, and indeed necessary, to have red, or other coloured cloth fixed to the top of each pes, that the hinder man at the chain may the more readily find them ; otherwise, in chaining thro' corn, high grass, briars, rushes, pototoes, &c. it would be extremely difficult to find the pegs which the leader puts down : by this means no time is lost, which otherwise

It will be necessary here to observe, that all slant or inclined surfaces, as sides of hills, are measured horizontally, and not on the plane or surface of the hill, and is thus effected :

Let ABC be a hill, the hindmost chainman is to hold the end of the chain perpendicularly over the point A (which he can the better effect with a plummet and line, than by letting a stone drop, which is most usual) as d is over A, while the leader puts down his

peg at e : the eye can direct the horizontal position near enough, but if greater accuracy were required, a quadrant applied to the chain, would settle that. In the same manner the rest may be chained up and down; but in going down it is plain the leader of the ehain must hold up the end thereof, and the plummet thence suspended, will mark the point where he is to stick his peg. The figure is sufficient to render the whole evident; and to shew that the sum of the chains will be the horizontal measure of the base of the hill; for de=A0, fg=op, hi=pq, &c. therefore de+fg+hi, &c. =A0+op+p9, &c. =AC, the base of the hill. If a whole chain cannot be carried horizontally, half a one, or less, may, and the sum of these half chains, or links, will give the base, as before.

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If the inclined side of the hill be a plane surface, the angle of the hill's inclination may be taken, and the slant height may be measured on the surface; and thence (by case 1. of right-angled trigonometry) the horizontal line answering to the top, may be found ; and if we have the angle of inclination given on the other side, with those already given ; we can find the horizontal distance across the hill, by case 2. of oblique trigonometry.

All inclined surfaces are considered as horizontal ones; for all trees which grow upon any inclined surface, do not grow perpendicular thereto, but to the plane of the horizon : thus if Ad, ef, gh, &c. were trees on the side of a hill, they grow perpendicular to the horizontal base AC, and not to the surface AB : hence the base will be capable to contain as many trees as are on the surface of the hill, which is mani. fest from the continuation of them thereto. And this is the reason that the area of the base of a hill, is considered to be equal in value to the hill itself.

Besides, the irregularities of the surfaces of hills in general are such, that they would be found impossible

Certain regular curve surfaces have been investigated with no small pains, by the most eminent; therefore an attempt to determine in general the infinity of irregular surfaces which offer themselves to our view, to any degree of certainty, would be idle and ridićulous, and for this reason also, the horizontal area is only attempted.

Again, if the circumjacent lands of a hill be planned or mapped, it is evident we shall have a plan of the hill's base in the middle : but were it possible to put the hill's surface in lieu thereof, it would extend itself into the circumjacent lands, and render the whole a heap of confusion : so that if the surfaces of hills could be determined, no more than the base could be mapped.

Roads are usually measured by a wheel for that purpose, to which there is fixed a machine, at the end whereof there is a spring, which is struck by a peg in the wheel, once in every rotation; by this means the number of rotations is known. If such a wheel were 3 feet 4 inches in diameter, one rotation would be 101 feet, which is half a plantation perch; and because 320 perches make a mile, therefore 610 rotations will be a mile also : and the machinery is so contrived, that by means of a hand, which is carried round by the work, it points out the miles, quarters, and perches, or sometimes the miles, furlongs and perches.

Or roads may be measured by a chain more accurately; for 80 four-pole, 160 two-pole chains, or 320 perches, make a mile as before : and if roads are measured by a statute chain, it will give you the miles

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