Farm drainage Part 22

This is putting the tiles at one cent a foot, and the labor at two cents a foot, or just twice as much as the cost of tiles, and it brings a total of half a dollar a rod, all of them numbers easily remembered, and convenient for calculation.

By reference to the table giving the number of rods to the acre, the cost of labor and tiles per acre may be at once found, by taking half the number of rods in dollars. At 42 feet distance, the cost will be $31.42 per acre; at 30 feet distance, $44; and at 60 feet, half that amount, or $22 per acre.

Our views as to the frequency of drains, may be found under the appropriate head.

Our estimate thus far, is of four-foot drains. We have shown, under the head of the "Depth of Drains," that the cost of cutting and filling a four-foot drain is double that of cutting and filling a three-foot drain. There is no doubt, that, after all the good advice we have given on this subject, many, who "grow wiser than their teachers are," will set aside the teachings of the best draining engineers in the world, and insist that three feet deep is enough, and persist in so laying their tiles.

This _shallowness_ will reduce the cost of labor about one half, so that we shall have the cost of labor and tiles equal--one cent a foot, making 33? cents per rod, or one-third of a dollar, instead of one-half a dollar per rod. To the cost of labor and tiles, we should add a fair estimate of the cost of the other items of engineering and outlets.

These are trifling matters, which English tables, as has been shown, estimate together, at about $1.67 per acre.

Briefly to recapitulate the elements of computation of the cost of drainage, we find them to be these: the price of labor, the price of tiles, and freight of them; the character of the soil, the depth of the drains, and their distance apart, with the incidental expense of engineering and of outfalls, and the large additional cost of _collars_, where they are deemed necessary.

COMPARATIVE COST OF TILE AND STONE DRAINS.

It is not possible to answer, with precision, the question so often asked, as to the comparative cost of drainage with tiles and stones.

The estimates given of the cost of tile drains, are based upon the writer's own experience, upon his own farm mainly; and the mean width of four-foot tile drains, may be a.s.sumed to be 14 inches, instead of 10-1/2 inches, as actually practiced in England.

For a stone drain of almost any form, certainly for any regular water-course laid with stones, our ditch must be at least 21 inches wide from top to bottom. This is just 50 per cent, more than our own estimate, and 100 per cent., or double the English estimate for tile drains.

It will require at least two ox-cart loads of stones to the rod, to construct any sort of a stone drain, costing, perhaps, 25 cents a load for picking up and hauling. In most cases, where the stones are not on the farm, it will cost twice that sum. We will say 25 cents per rod for laying the stones, though this is a low estimate. We have, then, for cutting and filling the ditch, 50 cents per rod, 50 cents for hauling stone, and for laying, 25 cents per rod, making $1.25 a rod for a stone drain, against 50 cents per rod for tile drains.

Then we have a large surplus of earth, two cartloads to the rod, displaced by the two loads of stone, to be disposed of; and in case of the tiles, we have just earth enough. There are many other considerations in favor of tiles: such as the cutting up of the ground by teaming heavy loads of stones; the greater permanency of tiles; and the fact that they furnish no harbor for mice and other vermin, as the English call such small beasts. In favor of stones, is the fact, that often they are on the land, and must be moved, and it is convenient to dispose of them in the ditches.

Again, there are many parts of the country where tiles are not to be procured, without great cost of freight, and where labor is abundant at certain seasons, and money scarce at all seasons, so that the question is really between stone drains and no drains.

Stone drains, if laid very deep, are far more secure than when shallow; because, if shallow, they are usually ruined by the breaking in of water at the top, in the Spring time, by the action of frost, and by the mining of mice and moles. If laid four feet deep, and the earth rammed hard above the stones, and rounded on the surface to throw off surface water, they may be found efficient and permanent.

The conclusion, however, is, that where it can be procured, at any reasonable cost, drainage with tiles will generally cost less than one-half the expense of drainage with stones, and be incomparably more satisfactory in the end.

CHAPTER XI.

DRAINING IMPLEMENTS.

Unreasonable Expectations about Draining Tools.--Levelling Instruments; Guessing not Accurate.--Level by a Square.--Spirit Level.--Span, or A Level.--Grading by Lines.--Boning-rod.--Challoner's Drain Level.--Spades and Shovels.--Long-handled Shovel.--Irish Spade, Description and Cut.--Bottoming Tools.--Narrow Spades.--English Bottoming Tools.--Pipe-layer.--Pipe-laying Ill.u.s.trated.--Pick-axes.--Drain Gauge.--Drain Plows, and Ditch-Diggers.--Fowler's Drain Plow.--Pratt's Ditch-Digger.--McEwan's Drain Plow.--Routt's Drain Plow.

It seems to be a characteristic of Americans, to be dissatisfied with every recent improvement in art or science, and the greater the step in advance of former times, the more captious and critical do we become.

There is many a good lady, who cannot tolerate a sewing-machine, although she knows it will do the work of ten seamstresses, because it will not sew on b.u.t.tons and work b.u.t.tonholes! Most of us are very much out of temper with the magnetic telegraph, just now, because it does not bring us the Court news from England every morning before breakfast, though we have hourly dispatches from Was.h.i.+ngton, New Orleans, and St.

Louis; and, returning to our _moutons_, everybody is finding fault with us just now, because we cannot tell them of some universal, all-penetrating, cheap, strong, simple, enduring little implement, by means of which any kind of a laborer, Scotch, Irish, or Yankee, may conveniently open all kinds of drains in all kinds of land, whether sand, hard-pan, gravel, or clay.

Having personally inquired and examined, touching draining tools in England, and having been solicited by an extensive agricultural implement house in Boston, to furnish them a list and description of a complete set of draining tools, and feeling the obligation which seemed to be imposed on us, to know all about this matter, we wrote to Mr.

Denton, one of the first draining engineers in the world, to send us a list, with drawings and descriptions of such implements as he finds most useful, or, if more convenient the implements themselves.

Mr. Denton kindly replied to our inquiry, and his answer may be taken as the best evidence upon this point. He says:

"As to tools, it is the same with them as it is with the art of draining itself--too much rule and too much drawing upon paper; all very right to begin with, but very prejudicial to progress. I employ, as engineer to the General Land Drainage Company, and on my private account, during the drainage season, as many as 2,000 men, and it is an actual fact, that not one of them uses the set of tools figured in print. I have frequently purchased a number of sets of the Birmingham tools, and sent them down on extensive works. The laborers would purchase a few of the smaller tools, such as Nos. 290, 291, and 301, figured in Morton's excellent Cyclopaedia of Agriculture, and would try them, and then order others of the country blacksmith, differing in several respects; less weighty and much less costly, and, moreover, much better as working tools. All I require of the cutters, is, that the bottom of the drain should be evenly cut, to fit the size of the pipe. The rest of the work takes care of itself; for a good workman will economize his labor for his own sake, by moving as little earth as practicable; thus, for instance, a first-cla.s.s cutter, in clays, will get down four feet with a twelve-inch opening, _ordinarily_; if he wishes to _show off_, he will sacrifice his own comfort to appearance, and will do it with a ten-inch opening."

Having thus "freed our mind" by way of preliminary, we propose to take up our subject, and pursue it as practically and quietly as possible to the end. It may be well, perhaps, first to suggest by way of explanation of Mr. Denton's letter, above quoted, that drains are usually opened in England by the yard, or rod, the laborer finding his own tools.

As has been intimated, the implements convenient for draining, depend on many circ.u.mstances. They depend upon the character of the earth to be moved. A sharp, light spade, which may work rapidly and well in a light loam or sand, may be entirely unfit to drive into a stiff clay; and the fancy bottoming tools which may cut out a soft clay or sand in nicely-measured slices, will be found quite too delicate for a hard-pan or gravel, where the pick-axe alone can open a pa.s.sage.

The implements again must be suited to the workman who handles it. Henry Ward Beecher, in speaking of creeds, which he, on another occasion, had said were "the skins of religion set up and stuffed," remarked, that it was of more importance that a man should know how to make a practical use of his faith, than that he should subscribe to many articles; for, said he, "I have seen many a man who could do more at carpenter's work with one old jack-knife, than another could do with a whole chest of tools!"

What can an Irishman do with a chopping ax, and what cannot a Yankee do with it? Who ever saw a Scotchman or an Irishman who could not cut a straight ditch with a spade, and who ever saw a Yankee who could or would cut a ditch straight with any tool? One man works best with a long-handled spade, another prefers a short handle; one drives it into the earth with his right foot, another with his left. A laboring man, in general, works most easily with such tools as he is accustomed to handle; while theorizing implement-makers, working out their pattern by the light of reason, may produce such a tool as a man _ought_ to work with, without adapting it at all to the capacity or taste of the laborer. A man should be measured for his tools, as much as for his garment, and not be expected to fit himself to another's notions more than to another's coat.

If the land-owner proposes to act as his own engineer, the first instrument he will want to use is a SPIRIT LEVEL, or some other contrivance by which he may ascertain the variations of the surface of his field. The natural way for a Yankee to get at the grades is to _guess_ at them, and this, practically, is what is usually done. Ditches are opened where there appears to be a descent, and if there is water running, the rise is estimated by its current; and if there is no water rising in the drain, a bucketfull is occasionally poured in to guide the laborer in his work. No one who has not tested the accuracy, or, rather, inaccuracy, of his judgment, as to the levels of fields, can at all appreciate the deceitfulness of appearances on this point. The human eye will see straight; but it will not see level without a guide. It forms conclusions by comparison; and the lines of upland, of forest tops and of distant hills, all conspire to confuse the judgment, so that it is quite common for a brook to appear to the eye to run up hill, even when it has a quick current. A few trials with a spirit-level will cure any man of his conceit on this subject.

And so it is as to the regular inclination of the bottom of drains. It is desirable not only to have an inclination all the way, but a regular inclination, as nearly as possible, especially if the descent be small.

Workmen are very apt to work at a uniform depth from the surface, and so give the bottom of the drain the same variations as the surface line; and thus at one point there may be a fall of one inch in a rod; at another, twice that fall; and at another, a dead level, or even a hollow. On our own farm, we have found, in twelve rods, a variation of a foot in the bottom line of a drain opened by skillful workmen on a nearly level field, where they had no water to guide them, and where they had supposed their fall was regular throughout.

The following sketch shows the difference between lines of tiles laid with and without instruments. Next to guessing at the fall in our field, may be placed a little contrivance, of which we have made use sufficiently to become satisfied of its want of practical accuracy. It is thus figured and described in the excellent treatise of Thomas, on Farm Implements.

[Ill.u.s.tration: Fig. 54.]

"_A_ is a common square, placed in a slit in the top of the stake _B_. By means of a plumb-line the square is brought to a level, when a thumbscrew, at _C_, fixes it fast. If the square is two feet long, and is so carefully adjusted as not to vary more than the twentieth of an inch from a true level, which is easily accomplished, then a twentieth of an inch in two feet will be one inch in forty feet--a sufficient degree of accuracy for many cases."

[Ill.u.s.tration: Fig. 55.--SQUARE AND PLUMB-LEVEL.]

We do not so much object to the principle of the above level, as to its practical working. We find it difficult, without cross sights, to take an accurate level with any instrument. However, those who are used to rifle-shooting may hit tolerably near the mark with the square. Mr.

Thomas only claims that it is accurate enough "for many cases."

A proper spirit-level, such as is used by engineers of railroads and ca.n.a.ls, attached to a telescope, is the best of all instruments. "So great is the perfection of this instrument," says the writer just quoted, "that separate lines of levels have been run with it, for sixty miles, without varying two-thirds of an inch for the whole distance." A cheap and convenient spirit-level, for our purpose, is thus constructed.

It is furnished with eye sights, _a b_, and, when in use, is placed into a framing of bra.s.s which operates as a spring to adjust it to the level position, _d_, by the action of the large-headed bra.s.s screw, _c_. A stud is affixed to the framing, and pushed firmly into a gimlet-hole in the top of the short rod, which is pushed or driven into the ground at the spot from whence the level is desired to be ascertained. It need scarcely be mentioned, that the height of the eye sight, from the guard, is to be deducted from the height of observation, which quant.i.ty is easily obtained by having the rod marked off in inches and feet; but it may be mentioned, that this instrument should be used in all cases of draining on level ground, even when one is confident that he knows the fall of the ground; for the eye is a very deceitful monitor for informing you of the levelness of ground. It is so light as to admit of being carried in the pocket, whilst its rod may be used as a staff or cane.

[Ill.u.s.tration: Fig. 56.--SPIRIT LEVEL.]

A staff of ten feet in length, graduated in feet and inches, and held by an attendant at the various points of observation, is necessary in the use of the spirit-level in the field. A painted target, arranged with a slide to be moved up and down on this staff, and held by a thumbscrew, will be found useful.

We have made for our own use a level like the above, and find it sufficiently accurate for drainage purposes. Small spirit-levels set in iron can be had at the hardware shops for twenty cents each, and can be readily attached to wood by a screw, in constructing our implement; or a spirit-level set in mahogany, of suitable size, may be procured for a half dollar, and any person, handy with tools, can do the rest. The sights should be arranged both ways, with a slit cut with a chisel through the bra.s.s or tin, and an oblong opening at each end. The eye is placed at the slit, and sight is taken by a hair or fine thread, drawn across the opening at the other end. Then, by changing ends, and sighting through the other end at a given object, any error in the instrument may be detected. The hair or thread may be held in place by a little wax, and moved up or down till it is carefully adjusted. The instrument should turn upon the staff in all directions, so that the level of a whole field, so far as it is within range, may be taken from one position.

[Ill.u.s.tration: Fig. 57.

STAFF AND TARGET.]

To maintain a uniform grade in the bottom of a drain so as to economize the fall, and distribute it equally through the whole length, several different instruments and means may be adopted. The first which we will figure, is what is called the Span, or A Level. Such a level may be easily constructed of common inch-board. If it be desired to note the fall in feet, the span may conveniently be ten feet. If a notation in rods be preferred, the span should be a rod, or half rod long.

The two feet being placed on a floor, and ascertained to be perfectly level by a spirit-level, the plumb-line will hang in the centre, where a distinct mark should be made on the cross-bar. Then place a block of wood, exactly an inch thick, under one leg, and mark the place where the line crosses the bar. Put another block an inch thick under the same leg, and again mark where the line crosses the bar, and so on as far as is thought necessary. Then put the blocks under the other leg in the same manner, and mark the cross-bar. If the span be ten feet, the plumb-line will indicate upon the bar, by the mark which it crosses, the rise or fall in inches, in ten feet. If the span be a rod, the line will indicate the number of inches per rod of the rise or fall.

[Ill.u.s.tration: Fig. 58.--SPAN, OR A LEVEL.]

This instrument is used thus: The fall of the ditch from end to end being ascertained by the spirit-level, and the length also, the fall per rod, or per one hundred feet, may be computed. The span is then placed in the bottom of the drain, from time to time, to guide the workman, or for accurate inspection of the finished cut. We have constructed and used this level, and found it very convenient to test the accuracy of the workmen, who had opened drains in our absence. A ten-foot span will be found as large as can be conveniently carried about the farm.