BA, RR 12/14/1861

Doc. No. XXXVI

Governor's Communication

Relative to

Completion of Rail Roads

&c &c &c

 

Communication

Executive Department
December 14, 1861
 
Gentlemen of the Senate and House of Delegates:
   The completion of the {Virginia} Central rail road to Covington, and of the Covington & Ohio rail road from Covington to the White sulphur springs, and the construction of a rail road to connect the Manassas Gap and Orange & Alexandria rail roads with the Richmond, Fredericksburg & Potomac rail road, are all measures of the first importance to Virginia and the Confederacy, in a military point of view. I feel justified, therefore, in calling your attention specially to each of them.
   In regard to the measure first named, I extract from the annual report of the president, made to the stockholders on the 22d day of November last, so much as relates to the last section between Jackson's river depot and Covington:
   "The board is glad to inform the stockholders that there is but little to do towards the completion of this last section of the road. In the month of February, during the pending of the tariff bill before the United States congress, known as the Morrill tariff, by which the duty on rail road iron was to be very much increased, the president was fortunate in buying a very superior American rail at a very low price. The rise in the price of iron, resulting from the passage of that bill, and the subsequent blockade of our ports, was thus anticipated. The last of the rails necessary for the completion of the road to Covington, was received before the blockade was determined on. The grading is completed, and the ties are ready. The principal difficulty now in the way, is to get the trains of the company released from the necessary demands of the government transportation, so as to be able to carry up the iron."
   From this it appears that very little remains to be done to complete it, and have it in condition for use. The grading is completed; the cross ties are ready, and the iron on hand; and nothing remains but to lay the track, and complete the bridge over Jackson's river. The wagon road between these points is, in winter and spring, proverbially bad -- one of the worst indeed in the state; and transportation over it is necessarily tedious and uncertain. B this route our army on the Kanawha line must be supplied when the spring campaign shall open.
   In regard to the Covington & Ohio rail road, I transmit herewith, a letter addressed to me by Charles B. Fisk, the chief engineer of this road. The amount expended by the state on this work is $3,213,194.82; and of this sum $2,527,982.23 have been expended on the section between Covington and the White sulphur springs. The letter of Mr. Fisk shows what amount will be required to complete this section. The grading yet to be done will cost $300,00; the bridges, $40,000; the bridge masonry, the cement for the masonry, and turnouts, $65,000; for laying the track, $250,000; and for contingencies and superintendence, $120,000 -- making in the aggregate, $1,275,000.
   If this road can be completed, it will facilitate greatly the transportation of troops, supplies and ammunition, and will relieve the government immensely in its future operations on that line. The difficulty of transportation between the Jackson's river depot and the White sulphur springs, this fall, has seriously affected our military operations in that section of the state; and unless we make a decided and vigorous effort to fill up this link, we will be embarrassed with the same difficulty when the spring campaign opens. If it shall be found impracticable or impossible to fill up this gap by rail road, then I desire to call your attention to the propriety of improving the wagon road, either by planking or otherwise, so as to make transportation as easily as possible.
   In this connection, I beg leave to present the following extract from the report of the president of the Central rail road; which is deserving of your consideration:
   "In the last report, the board informed the stockholders that the legislature, at the session of 1859-60, appropriated the sum of $2,500,000 to this work, being more than the aggregate of the first three appropriations, and making in all the sum of $4,800,000. This last appropriation was more than sufficient to have completed the road to the White sulphur springs, and was thought to insure its final construction to the Kentucky line, on the Ohio river, at the mouth of Big Sandy; but the occurrence of the war in which we are now engaged, prevented the board of public works from realizing sales of state bonds on such conditions as were prescribed, and caused its suspension. It is hoped that the suspension will be only temporary; indeed, it is much to be regretted that there should have been a moment's delay in the prosecution of that work. Not only the interest of this state, but of the whole Confederate States, calls loudly for its completion. It is hoped, therefore, that congress will act on the subject at its present session, if it has power to do so. It is not hazarding much to say, that if this road had been completed, the enemy would never have gotten possession of the Kanawha valley, and that Kentucky would now be identified with Virginia in the struggle for southern independence."
   "The grading, as far as the White sulphur springs, is so nearly completed, that by the use of temporary tracks, at a few points, the road would soon be ready for the rails."
   No improvement would be of more value at this time than a rail road connecting the Richmond, Fredericksburg & Potomac with the Manassas and Orange & Alexandria rail roads. A glance at the map of Virginia will impress every reflecting and intelligent mind ith its importance. If that road, commencing at or near Fredericksburg, and running to some suitable point, so as to effect the connection indicated, shall be made, we shall have a continuous line of rail road, running nearly parallel with the Potomac river to Winchester. Should that road be made, and Maryland not form a part of the Southern Confederacy, it will be a most important improvement during the war, and not less important after peace shall be declared.
   This road is important for several reasons:
   First -- Because it will enable us to transport with celerity and certainty, troops, supplies and ammunition from one point to the other.
   Second -- Because if the road is constructed by an engineer of experience and skill, it will combine military advantages with commercial advantages.
   Third -- If Virginia is to be a border state, the line must be amply and adequately protected and secured against all encroachments upon us, and particularly against smugglers, when peace shall come.
   Fourth -- Troops and supplies from the south can now reach Richmond by three routes, and they can only be carried to the border by one road. This will give us two routes.
   I communicate herewith, the proceedings of the annual meeting of the stockholders of the Richmond, Fredericksburg & Potomac rail road company for the year 1855, containing the report of the engineer who surveyed the routes, and I commend it to your consideration.
   Much to my regret, I omitted to mention the Seaboard & Roanoke rail road in my enumeration of the road that had rendered valuable services in the war. I take pleasure in supplying tht omission in this communication.
Respectfully,
John Letcher
 
Letter of Charles B. Fisk, Esq.
In regard to the Eastern Section of the Covington & Ohio Rail Road
Richmond, Va., December 9, 1861
 
His Excellency John Letcher
Governor of Virginia
 
Sir,
   In answer to your enquiry as to what would be the cost of completing the part of the Covington & Ohio rail road that was under contract at the time of the recent suspension of the entire work on that road, upon the plan on which it has been commenced and thus far prosecuted, and also what saving could be temporarily effected by adopting, in part, a more temporary plan of construction, with a view to the earlier opening of the road to use, and to the postponing of such work as it would be difficult to have done at this time, I have the honor to say, that I made a report to the Covington & Ohio rail road company, bearing date the 31st of August 1861 -- the day on which my services as chief engineer on the rail road terminated -- in which I speak briefly of the condition of the work, and have given an opinion relative to the probable cost of completing the part of the work to which your enquiry applies; or rather have said that the means in the hands of the company will complete it, estimating those means as not materially below par.
   The reason that I did not give a careful estimate of what that cost will probably be, and also of the cost of the whole road, was, in part, that it has become evident, I think, that no engineer can with any certainty make an estimate that will be reliable, owing to the uncertainty of he means with which the company has to carry on the work. I refer, however, in that report to a cash estimate that was made of the probable cost of the whole road on the 30th of November 1855, and show that there was remaining on the 1st of September 1861, unexpended, of the past appropriations by the state to the road, the sum of $1,586,805.18.
   I then say, "that the means in hand are sufficient to open the road for use to the White sulphur springs depot, estimating those means at a rate not materially below par, and assuming also that the work is managed and carried on with economy and prudence."
   Assuming, however, that the enquiry now made in regard to what will be the cost of opening the road to that point, upon the plan on which it has been commenced and thus far prosecuted, but with a temporary track over and near to the Lewis tunnel, which had been determined on before the suspension, is upon the supposition that means will be in hand to do the work promptly, and that there will be a disposition on the part of those interested to aid all in their power the rapid prosecution of the work,  shall put the probable cost at the sum of $1,275,000.
   If, however, the work should be carried on with means that will not command par, but at the same time with a sufficiency of means, it will be necessary to add to this sum the cost of converting the means into cash; and also, if the work should not be carried on steadily and uninterruptedly, but with occasionally a stoppage for the want of means, a still further addition will be necessary to cover the losses arising from these stoppages.
   The estimate of $1,275,000 assumes that the cost of completing
The grading will be 300,000.00
The bridge masonry, and the cost of the cement for the masonry and tunnels 65,000.00
Of the bridge superstructures 40,000.00
And of the track 250,000.00
  1,155,000.00
Add for contingencies and superintendence 120,000.00
  $1,275,000.00
   The question next to be answered is, what portion of this amount can for a time be saved, by the substitution of temporary work, with a view to bringing the work into earlier use, and to the postponing of such work as it would be difficult now to have done:
   There could be adopted for the bridges temporary wooden trestling in place of the iron superstructures now intended, and there could be postponed for a time the completion of the arching of some of the tunnels, which in part of their length could for a time be safely left without arching. In these two ways there would be a saving of present expenditure of the sum of, say 165,000.00
   There could probably be saved of present expenditure, by the adoption of he flat bar for the track, and in other ways, say half of the estimate for the track 125,000.00
   There could also be postponed work at different points on the grading, say 35,000.00
  325,000.00
This deducted from the estimate 1,275,000.00
Leaves the sum of $950,000.00
   The road might indeed be opened for use by a somewhat less expenditure than this, provided the work is managed and carried on in a way that would admit of resorting to temporary expedients whenever occasion arose, and as it was found advisable to do so. For instance: there is a scarcity of powder, and it is expensive at this time. For this reason, the aim should be to carry on the work so as to avoid the necessity for the use of powder, whenever it could be done by a temporary change of the line, and to confine the use of powder entirely to those points where it could not be avoided.

Time in which the work could be opened for use

   It is to be regretted that the board of public works did not have authority in April last, when the works were suspended, to make arrangements for the completion of the five miles of grading next above Covington, as this grading was then in a condition that would have allowed of its completion or very near completion by this time. There was employed on it quite a number of the state convicts and of slaves hired for the year, and also a sufficient number of masons and mechanics for the completion of the bridge masonry. All now have left.
   By the adoption of temporary wooden trestling for the iron superstructure of the bridges, of which there is a total length of 710 feet to be built, and by increasing the grade at one point, through what remains of a rock cut to be taken out, so as to lessen the quantity of powder to be used, and if arrangements can be made for the flat bar for the track, these five miles of road might be opened for use in the course of the next summer.
   The work next in order is the tunnel on section No. 4. If this work is undertaken, it should be by an energetic and reliable contractor. And there would be an advantage in having it pressed on at once to completion, as may be inferred from the following extract from my report to the board of the 31st of August last, above referred to:
   "The work at the tunnel was allowed to progress sufficiently to make it reasonably secure for a time; but sooner or later, perhaps in a year or two, there is danger of heavy damage from the giving way of the temporary supports under the heading which has been driven for some considerable distance, but not arched, and which it was supposed would only require the temporary supports for a few months."
   This tunnel, I further said in that report, would, if it had not been stopped, "have been completed early next year" (1862).
   It might, if taken in hand at once, and pressed vigorously, even now be opened for use next year.
   Above the tunnel n section No. 4 there are about six miles of road on which the grading could now be put in a condition to receive the track, say in the course of next summer; and thence to the White sulphur springs depot, the principal point of difficulty will be the taking of the track across Jerry's run.
   In regard to that work, I say in the report of the 31st of August last:
   "At Jerry's run fill, when the work was suspended, there were about 400 men at work. It was advancing rapidly, and it is believed sufficiently so to admit of opening the road for use by the time that has been named," viz: the summer of 1862.
   At this point, however, is a place which the work has sustained very serious damage from the very heavy rains that have occurred since the suspension of the work, as will be understood by the following extracts from my report of the 31st of August last, and from a note written subsequently to the date of that report:
   In the report I say I named to the board, "As soon as I examined it, the point at Jerry's run, which I found required an expenditure of a least two thousand dollar to secure it against greater of less damage, and which I stated would in all probability amount to at least ten thousand dollars, from such rains as usually occurred at least every year."
   And in the note to that report I say, "It may be stated, respecting the work at Jerry's run, that early in September, shortly after the date of this report, a heavy rain occurred, which did damage at that point amounting to from six thousand to seven thousand dollars; and since then another and tremendously heavy rain occurred, which raised the waters of Jerry's run higher than has been known for many years, and which increased the damage to the embankment at that point to an extent considerably larger than I had assumed as likely to happen from rains such as those that ordinarily occur every year or two -- and the danger now is, that the damage may be considerably increased, upon the occurrence of even moderately heavy rains, the work now being in a more exposed condition than it was before, and requiring a larger expenditure to make it perfectly secure than it did at the time of the suspension."
  It would appear, from the condition of this work at Jerry's run, that if the work is to be completed, no time should be lost in securing it against further damage; and it is probable that some saving can be effected by adopting a somewhat cheaper plan than has been for carrying a temporary track over the run, doing, however, whatever is necessary to the permanent security of the work.
   If a large black force were employed at this point, it would be the most certain way of accomplishing the object.
   It seems to me that it will be for the interest of the state to have steps taken to open the five miles of road next wet of Covington, at the earliest moment, and at the same time to adopt such measures as will bring about the completion of the rest of the distance to the White sulphur springs depot, as early as it is found practicable.
   By opening the five miles of the road next west of Covington, the distance of wagon transportation to Lewisburg will be lessened, with the addition of the ten miles of the Virginia Central rail road that will soon be opened from Jackson's river depot to Covington, fifteen miles. These fifteen miles are along a bad stretch of the wagon transportation, and the advantage of the saving will be great; and then the company will be in condition, at the earliest moment it is found practicable, to open the whole distance to the White sulphur springs depot, especially if the Jerry's run fill and some two or three other points along the route are not allowed at this time to remain entirely suspended, but are pressed forward as circumstances permit.
   I will call attention to a fact that has been stated in former reports, viz: that the distance from Covington to the White sulphur springs depot is only about one-tenth of the length of the whole road to the Kentucky line, but that its cost will be one-fourth that of the whole road. With the road completed to the White sulphur springs depot, the balance of the road, whenever the state shall determine, can be readily completed, and at a very considerably less cost per mile than the road to that point.
Yours, very respectfully,
Charles B. Fisk
 
Proceedings of the Richmond, Fredericksburg & Potomac Rail Road Company, May 30, 1855
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Appendix
Report of President and Directors
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   The board of directors submit, as a portion of this report, the report of Alexander Worrall, civil engineer, with an accompanying map and other documents, on the surveys made for a rail road connection between the rail road of this company and the Orange & Alexandria and Manassas gap rail road. It will be seen from the report and map of Mr. Worrall, that the whole distance by rail road, between Fredericksburg and Alexandria, will vary but little by either of the lines which have been examined, whilst each has some recommendations in its favor, which are wanting to the other. It seems, under these circumstances, to the board of directors, that it will be the policy of this company to do what it can conveniently in aid of the line which may be first undertaken. In the event of a company being incorporated to make a rail road to connect the rail road of this company with that of the Orange & Alexandria company, in the neighborhood of the Warrenton junction, by making a subscription to it not exceeding one-third of the amount which may be subscribed by other parties, or one-fourth of the aggregate capital stock which may be subscribed towards it; and in the event of an extension of the Manassas gap rail road to a point on the Potomac river, at or near the mouth of Quantico, by extending the rail road of this company, or a branch of the same, to connect with it. If it should be the pleasure of the stockholders to concur in these views, an expression of opinion to that effect may be valuable in inducing other corporations and individuals interested to combine their efforts in forwarding the one or the other improvement.
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Report of A. Worrall, Civil Engineer
Richmond, January 29th, 1855
 
E. Robinson, Esq.
Pres. R. F. & P. R. R. Co.  {Richmond, Fredericksburg & Potomac RR}
 
Sir,
   I respectfully submit a report of the results of examinations made during the past summer and fall in the counties of Stafford, Fauquier and Prince William, with a view to a connection by railway between the Richmond, Fredericksburg & Potomac rail road and the Orange & Alexandria and Manassas gap rail roads.
   I first proceeded to survey the ridge dividing the waters of the Rappahannock from the Potomac river, that ground being named in the charter of the Fredericksburg and Alexandria rail road company; and in this survey two point of departure from the Fredericksburg rail road were presented as deserving attention, viz: one commencing at Belle Air, three and a half miles north of Fredericksburg, and the other about one mile south of the station at Major S. S. Brooke's, following the ridge dividing Potomac run and Accakeek.
These two lines would be common at Mr. R. Latham's, a distance of fourteen miles from their respective points of commencement; but supposing the results would be similar, or nearly so, on the two lines, it was thought sufficient for the present objects to examine the former, although the latter may possess considerable advantages. It was therefore deemed a point that might be left for future examination, when a company might be formed to execute the work.
   The present figures will enable you to decide the more general question, viz: Whether a connection with the Orange & Alexandria and Manassas gap rail roads by the route above mentioned, or by a route via Quantico landing on the Potomac river and the town of Dumfries, thence to the Manassas gap junction (herein after more fully described), will be the most eligible.
   I will for brevity designate the first as the Fauquier route; the second as the Prince William route,
   First, a to the Fauquier route: Commencing at Belle Air, 3 1/2 miles north of Fredericksburg station, on the present Richmond, Fredericksburg & Potomac rail road we find the dividing ridge rising at about the rate of 45 feet to the mile, and adopt a gradient at that rate of about 4 1/2 miles in length; thence, te ground presents a tolerably even surface, occasionally broken by little heads of Potomac and Rappahannock waters. The line passes half a mile to the right of Hartwell meeting house, and about the same distance to the left of Mr. H Skinker's house, and a little to the left of Mr. James Briggs'; thence, in about three-quarters of a mile, it reaches the old Warrenton road, and continues parallel to it, crossing it occasionally, and passes half a mile to the left of Old White Ridge tavern; thence, parallel to and left of the road, it passes through the farm of Rodham Eskridge, Esq., and through the orchard of Major A. Gorden, when it approaches the waters of Elk run (tributary of Occoquan), by a descending gradient of two miles, at the rate of 45 feet per mile. Thence, by a very direct course, over smooth ground, the line reaches the Alexandria rail road, between the 43d and 44th mile post, but could be located so as to connect at 41 milepost (Warrenton junction) with very slight additional expense or increase of distance.
   This ground, which leads naturally in the direction of Warrenton, it was thought advisable to survey, in view of the many local advantages it seemed to possess, and the favorable feeling manifested by gentlemen in Stafford and Fauquier towards such an improvement, a well as on account of its being mentioned in the act of incorporation of the Fredericksburg and Alexandria rail road company.
   The whole distance from Belle Air is 26 miles, which, added to 3 1/2 miles distance along the present road from Fredericksburg to Belle Air, makes the whole distance from Fredericksburg to the junction with the Orange & Alexandria rail road, 29 1/2 miles. The cost of constructing which, per accompanying estimates, is three hundred and sixteen thousand one hundred and twenty-three dollars ($316,123), making an average cost per mile for the twenty-six miles of new road, of something over $12,000.
   The line presents favorable features in respect of gradients and curvature, the greatest rise per mile being 45 feet, and the most abrupt curvature having for its radius 1910 feet. But a small portion of the distance, comparatively, has curvature even of this moderate radius, the most of it having radii of 2865 and 5730 feet. Such a line is nearly equal to a straight line in practice, the entire amount of deflection being but 678deg, and the whole length of curved line being but 5 miles, of the moderate curvature above described, thus presenting a line equal to that of the Richmond, Fredericksburg & Potomac rail road, and requiring locomotives of no greater weight than those used on that road. For more detailed information regarding these features, I would refer to the accompanying tables of gradients and alignment. For localities, see detailed maps, profiles, &c.
   Secondly, as to the Prince William route: This survey was made from the present Acquia creek landing, along the flats bordering the Potomac river, and passes through Arkendale and Richland farms (lands belonging to Mrs. Fitzhugh of Alexandria), some 5 miles; thence, through lands of Messrs. Waller, Evans, Scott and others, to Chapawamsic creek, which it crosses about one mile above its mouth, by a bridge 1400 feet long; thence, continuing on the flats or table land bordering the Potomac, by a direct line, it reaches Quantico landing (or what is called Ship point) on the Potomac river, to which we shall hereafter have occasion more fully to refer. The line thence is traced along the edge of the low grounds of Quantico, until, on approaching the town of Dumfries, it commences an ascent of 55 feet to the mile, in order to get upon the dividing ridge between Quantico and Powel's run. (This gradient is three miles long.) It is thence traced along this ridge to near Lawrence Cole's store, which it leaves to the left, and commences a descending grade towards Occoquan creek, which it crosses near Mr. Sinclair's mill, by a bridge 75 feet high and 400 feet long; thence, by moderate gradients and curvature for five miles, passing to the left of Mr. Cockrill's, it reaches the Manassas gap junction with the Orange & Alexandria rail road -- the whole distance from Acquia creek landing being 31 miles.
   The graduation and curvature on this line are not quite so favorable as that upon the Fauquier line, there being some six miles of 55 feet gradient, and 1154deg of curvature, embracing the portion of the present road between Belle Air and the Aquia creek landing, which, in order to make a comparison of defection, must be counted.
   The cost of construction too, is greater, because of the number and extent of the bridges, to enumerate which, we may say, Acquia creek bridge 1,700 feet long, Chapawamsic 1,400, Quantico 300, Occoquan 400, and Broad run 200 -- the three last bridges being high, varying from 60 to 75 feet. The increased cost per mile of this line is to be found chiefly in the item of bridging.
   The estimate is as follows:
Total cost of Quantico division, No. 1, per estimate 137,623.52
    "      "        Manassas junction, div. 2,  "         " 320,444.00
Superintendence and contingencies, 5 per cent. 22,903.35
Total aggregate cost $480,970.87
Or equal to an average cost of $15,500 per mile, and fully 25 per cent. greater cost than that of the Fauquier line, which averages something over $12,000 per mile.
   The length of new road to be made on the Price William line, is 31 miles, which added to 14 miles, the length of the present road from Fredericksburg to Acquia creek landing, makes the distance from Fredericksburg to Manassas gap junction, 45 miles.
   I before stated that the distance, by the Fauquier line, between Fredericksburg and the junction with the Orange & Alexandria rail road, is 29 1/2 miles. Add to this the distance thence along the Alexandria rail road to the Manassas gap junction (16 1/2 miles), and we have the distance from Fredericksburg to Manassas gap junction, 46 miles, which is only one mile longer than the Prince William route. It should be stated, however, with regard to the Prince William line, that the distance can be reduced 3 1/2 miles, by leaving the Fredericksburg road at the Brooks station, and running direct to Quantico landing. This would cost some $16,273 more than the above estimate, but would give the Prince William line some 4 1/2 miles advantage in distance between Fredericksburg and the Manassas gap and Orange & Alexandria junction. The expenditure necessary on this line is, therefore, greater than that of the Fauquier line, and it is somewhat more difficult to keep in repair, on account of the extent of trestle work and bridging. These disadvantages, and its many advantages, yet to be shown, I would respectfully leave for yourself and the board of directors to consider, and would call your attention to a more general view of the map of Virginia, and the various connections which would be formed by your road, if either of the above routes be constructed.
   In this more enlarged view of the question, the western connections are presented with much interest to the mind. The portion of Fauquier county about Warrenton has, until recently, looked to Fredericksburg and Richmond as its natural market for produce of all kinds, but the trade and travel have been directed to Alexandria and Baltimore, because of the construction of these new lines of railway centering there.
   Looking still further west, a scheme of railway has for some time been in contemplation between Warrenton and Salem, on the Manassas gap road. If such a line were executed, a cordon of rail road would be formed reaching into the valley of Virginia, which would give to Fredericksburg and Richmond a large share of that valuable trade which now seeks a more northern market.
   Again, the Prince William line, passing through a beautiful country in the neighborhood of Brentsville, and along the banks of the broad Potomac, might reckon upon a handsome trade and travel between the Manassas gap road and Quantico, because all the trade of the lower Potomac, Baltimore and the northern cities, with the interior of Virginia, now passes through Alexandria, when there might be forty miles in distance saved to all the trade of the Manassas gap rail road, were this tonnage directed through by Quantico and the Prince William route.
   In one aspect, the Prince William line is a very interesting one to the company over which you preside. The portion along the flats of Potomac is of very easy construction and gentle gradients and curvature, and the distance from Acquia creek landing to Quantico landing is 10 1/2 miles, thus shortening the steam boat run, and gaining 30 minutes of time over the present mail schedule, besides reducing the expense annually of the steam boat line some $20,000. At Quantico you would have the power of connecting (by ferry) with a line to Baltimore, on the Maryland side of the Potomac, now being surveyed, and of continuing your road direct to Alexandria at some future day.
   Thus a nicely balanced question is presented for the consideration of your board, viz: Whether it is wiser for you to aid in constructing the Fauquier line, 26 miles of new road, at a cost of $316,123, connecting with the Alexandria road near the Warrenton junction, and thus forming a continuous railway, 71 miles long, between Alexandria and Fredericksburg, or to construct that portion of the Prince William line between Acquia landing and Quantico, at a cost of $137,623.52, shortening the steam boat run, as before stated, some 30 minutes, and reducing the current expenses of keeping up the steam boat line about $20,000 per annum.
   You will be enabled, with the facts now before you, to determine whether it be an object to your company to aid in constructing the Fauquier line, supposing "the corporation of Fredericksburg and other parties interested," to be disposed also to aid in it, or to build the portion of the Prince William route between the water station at Maj. Brooke's (or Acquia creek landing, as may be hereafter determined on) and the Quantico landing, provided the Manassas gap company and "other parties interested" should see their account in constructing the portion of the route between Quantico and the Manassas gap and Alexandria and Orange rail road junction.
   It is obvious that the connection between your road and the Orange & Alexandria and Manassas gap rail roads, if made at all, should be mad on the one or the other line.
   I hand herewith estimates in detail, and plans, profiles, &c. of the two routes, and have the honor to be,
Respectfully, your obedient servant,
Alexander Worrall
Civil Engineer
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