Glass r 2- ^ ^ Book 0*^ \\\ REPORT ON A SURVEY OF JACKSON CITY, D. C WITH A PLAN FOR ITS IMPROVEMENT. BY «k GEORGE \i . HUGHK.^:, u. s. CIVIL ea'gi^:eer. PRINT^i, ., . r\ G. I 1837. , -^HBPORT, &c. Washington City, D. C. t August 25^/2, 1836. i jrENTLEMEN, At your request I organized a party of .Engineers to survey, under my instructions, the grounds recently purchased by your association, from Richard B. Mason, Esq. for a site of a new city on the Potomac River. Not having received any specific instructions from your board, nor being possessed of their viaws on the subject, I exercised my own discretion in regard to the mode of conduct- ing the survey, and have endeavoured to cause it lo be made in such a manner, that an accurate opinion of the position, detailed hydrographical and topogra= phical features, and its capabilities of improvement generally may be conveyed to those, who have never personally visited the site of the proposed city. 1 have adopted the method commonly used by the Engineer Department in delineating the sites for works of fortification by supposing the surface of the ground to be intersected by horizontal planes, at every two feet of elevation above medium tide. The red lines, are the lines of level and survey, and the black curves, are the traces of the horizontal planes, intersecting the surface of the ground. The eleva- tions above tide are shown by red figures on the red lines, and by black figures on the curves. By means of these references, it is easy to determine by mere inspection, the elevation of any particular point above tide, or its relative position with regard to any other point. The red figures on the diverging lines from the high water mark, show the soundings reduced to the lowest water, observed during the survey. It is behoved tliat this plan cannot fail to convey, the most accurate and detailed information in relation to your purchase, even to its minutest features.: and will enable you to project on a map, such plans for a city as may best suit your views. I have refrained from suggesting any but general ideas in relation to a precise plan for a city, as it regards streets, squares, &c., in order to avoid con- fusion on the map, and will confine myself principally to the necessary improvements, preliminary to the building of a large commercial city. The map made from the survey is on a scale of 24 inches to the mile, and is intended to exhibit the minutest features of the ground on which it is proposed to found a city. The second map is on a scale of four inches to the mile, and shows the relative position of Jack- son City, to the other neighbouring cities and the various works of internal improvement in the District of Columbia. The property purchased by the Jackson City as- sociation is situated in Alexandria County, D. C, on •the Virginia side of the Potomac River, directly opposite the city of Washington. It consists of 572 A. R. 23 P. including the area H. I. K. of land, divided into two unequal portions, by Gravelly or Flat Creek, through which the tide formally ebbed and flowed ; but since the erection of the dyke at tiie upper end, and the causeway at the lower end, this creek is seldom submerged, indeed never is, except in time of floods. It is however wet and marshy, producing a luxuriant growth of vegetation. The island formed by the creek and river, called Alexander's or Mason's Island, is an alluvial deposite of a deep and rich soil, and was no doubt at one time always covered by the Potomac, (and the high grounds south of the island formed the shores of the river,) but gradually arose, above the action of the tides by successive deposites of earthy and vegetable matter and a gradual diminution. of. water in the river from above Georgetown. The hiffest ffrounds on the island are but Httle more than eight feet cibove ordinary tide, and the average not more than four or five, so that the greater part of the island is subject to occasional inundations. If a city should be built on this site, the necessity of a levee to protect it from the floods is obvious. A large portion of the property amounting to 189 A. B R. 34 P.* is south of Gravelly Creek, on elevated ground, perfectly healthy, or will be rendered so by the preliminary improvements, and is abundantly supplied by numerous, and copious springs of cool and delicious water. It is principally cleared and was formerly cultivated as a farm, and like all the farms, in the immediate vicinity, has been exhausted by improper culture, but was naturally rich and productive, and is very susceptible of improvement. The morass of Gravelly Creek, is about 1000 feet wide, and may be easily rendered perfectly dry at no great cost, or converted into fine meadow land depending on the plan, which may be adopted for the city. An examination of the map suggests three plans^ or rather sites for the proposed city,. First, to build on Alexander's Island. Second, to build on the main land south of the island. Third, to build on both the island and main, mak- ing the commercial quarter on the river and the residences on the high ground. First plan — To build on the island. The most eligible plan on this supposition, is to erect wharves for the shipping below the bridge.. I have indicated in blue lines, the front line of wharfage in 1 2 feet water, with a view of dredging to such depth of water, as may be required, say 18 feet at low water or 22 at ordinary high tide and filling with the mud thus excavated, between high water mark, and e/, leaving * The island consists of 196 A. R. 2 U P. ; on Gravelly Crcek. of 186 A. R. 08, P. 1* 6 it an open \vliarf for the free flowing of the water between that hne and B C. The surface- of the mud filling should be covered a foot thick with clean gravel and sand to make it healthy. But if it be deemed advisable to attain deep water immediately without dredging, it will of course be necessary to carry out the line of open wharfage to 18 feet water. By extending from A to F 1300 feet, we shall have 22 feet at high tide. Perhaps an intermediate line, wdll be found the most judicious. In either case 2500 feet of wharfage wnll be obtained, and in course of time, when the wants of commerce may require more room, the wharves may be carried above the bridge to any necessary extent. ESTIMATE OF COST. For stone wall on f/, of dry masonry, 2500 perches of rubble stone, for foundations, at 50 cents per perch, .... 1250 00 7392 perches of dry masonry^ at $1 00 per perch, 7392 00 For dredging on the curves between B & F 60,000 cubic yards, at 25 cents per yard, including the filling behind e/, . . 15000 00 25,000 cubic yards of gravel, at 25 cents per yard, 6222 00 8642 00 21222 00 For protection wall along face of levee, from A to E, 6000 perches of rubble stone, at 25 cents per perch, .... 3000 00 5000 cubic yards of earth thrown up on in- side of protection wall for levee, at 12^ cents per cul)ic yard, .... 625 00 For repairs and extension of dyke at head of Gravelly creek, ..... 350 00 For expense of opening and grading streets, and draining low grounds, . . 1000 00 Total, exclusive of wharves, ... 834839 CO 4 or 5000 perches of stone thrown on the line AE, would soon reclaim that portion of the shoal lying between it and high wa- ter mark. Open wharf, 2500 feet long and 200 feet v.ide, . . . . . $140000 CO Open wharves 200 feet by 36, may be built for about S2000 apiece. 7 It is proposed to build this large wharf of eight lows of white oak piles, the piles in each row six feet- apart, to be braced together and capped, and the several rows connected with stringers, and these stringers covered with gum plank. This forms a solid but expensive work, and a less permanent wharf might be built for much less money. It is only necessary in the first instance to build out solid to the line ef, and then extend the open wharfage afterwards, as the wants of commerce may require ; one or two wharves extended to 18 or 20 feet water, would probably be amply sufficient for sometime to come, for large ships engaged in foreign commerce ; and generally 12 or 14 feel would accommodate the vessels employed in the coal trade, which w411 be the great business transacted on the Potomac, and will probably require all, or even more than all your wharfage for that purpose. The superiority of the Cumberland coal over all other Bituminous coals heretofore discovered, for every purpose to which coals are applied, has been established beyond all question ; and as it can be delivered in Baltimore, New-York, Boston, &c. &c. quite as cheap as any other coal, it will most likely in a great degree, supercede all other kinds of fuel ; for the use of the parlour, it is free from the objec- tions to which most other coals are liable, and is in fact productive of a more pleasant and cheerful fire than wood. In Allegany county, it is used univer- sally, and the people could not be induced to burn wood, if it were furnished free of expense ; and such it is predicted, will be the case in all the northern cities, and indeed on the v/hole Atlantic board, as soon as the peculiar qualities of this coal are well understood and fully appreciated. It is' believed that the Chesapeake and Ohio canals, a work of the largest dimensions in the U. S., 60 X 6 feet, even with a double set of locks, will scarcely be able in a few years, to satisfy the demands, 8 wliicli will be made annually on the mineral treas- ures of Allegany ; and when tlie communication is open with the west, it will be inadequate to the wants of commerce. When this is the case, the Baltimore and Ohio Rail Road, at all times an im- portant work, will become a most useful and power- ful auxiliary. But it is not coal alone that will be brought down the canal. Iron manufactured and in pigs, lumber, pork, beef, whiskey, wool, tobacco, grains of all kinds, lime, marble, &c. will constitute its descend- ing trade, while the wants of the w^est will be mainly supplied through the same channel. As this matter is now well imderstood, and as it is obvious that this immense trade will give active employment to a large amount of shipping, and a vast number of seamen and labourers ;. it is quite unnecessary for me to enlarge on the subject, for it is well known by all who are familiar with the wants of this trade, . that your whole line of wharfage, will be inadequate to its demands, when once in active operation. The second plan is to build on the high grounds south of Gravelly creek, on the main land.. There can scarcely be a more beautiful position for a city, than these grounds afford ; it rises gradu- ally from the river to the heighth of 144 feet ; but the general elevation t f the plair, is from 50 to 60 feet, and may be rendered perfertly healthy with the exception of the marsh of Gravelly creek, which it is proposed to remove or cover with gravel ; there is no low ground in the vicinity, and no cause whatever lo produce disease ; on the contrary its elevation and exposure are conducive to health and com- fort. The marsh of Gravelly creek, as has been stated,, is on an average about 1000 feet wide, and would be covered by every high tide, if it were not for the artificial means used to prevent the flow of the. tides over or through it. It is proposed to excavate a basin in this marsh 300 feet wide, (and fill up the 9 remainder above the actions of tides and floods,) and 20 feet deep at low water, which will admit vessels of the largest class engaged in foreign trade. By excavating a basin 2500 feet above the bridge or causeway on the turnpike, would give a wharfage of very nearly a mile in length, with ample room on both sides for the transaction of any amount of business ; along the basin on both sides, would be built the warehouses and magazines, receptacles for the various commodities of trade, while the elevated grounds more remote from the business quarter, are capable of accommodating an immense popula- tion ; and the adjacent country offers most beautiful and romantic sights for country residences, and elegant villas, while Alexander's Island might be converted into fine public grounds or useful gardens, to minister to the pleasures, comforts and wants of the citizens At the upper end of the morass, it would be neces- sary to excavate only wide enough to admit freely the canal boats from the river descending from Georgetown, to transfer their loads to large vessels in the basin. If the Alexandria canal, which is located through your grounds, should be completed, boats might cross the aqueduct in Georgetown, and tranship from a high level, which would be a great convenience in shifting the loads ; besides this, some arrangement might doubtless be effected witli the company, by which the surplus v/ater could be obtained for hydraulic power, (and there will be a great excess of water,) which could here be applied to great advantage for manufacturing purposes. By reference to the general map, it will be seen that a large shoal extends from the mouth of Gravel- ly creek to the main channel of the Potomac ; and in order to obtain access from it to the proposed basin, it will be first necessary to dredge out a channel, wide and deep enough, to admit vessels of large burden. After this communication has been opened, it will be in great danger of filling up again 10 wilh alluvial deposiles ; and works must be erected to prevent such consequences. For this object, it is proposed to construct a jeitee from the point C, and carry it out nearly parnllcl to the cut, for the purpose of retaining ihe earthly matter, w^ith which the water is always fully charged in times of floods, and thus filling up between D and C, and preventing such substances from being deposited in our new channel. This jettee will be about 7000 feet long ; a cross section will be a right angle triangle, formed of ^tw^o rows of white oak piles, driven 6 feet apart, capped and braced together and covered with 4 inch oak stuff. If placed at the point D, this jettee would have the effect of improving the general navigation of the river, and would therefore merit the liberal patronage of Congress. ESTIMATES. Canal for the largest size boats employed on the Chesapeake and Ohio Canal, 2400 feet long by 45 X 6 feet ; 24000 cubic yards, at 12i- cents, . . . . . . 3000 00 For guard lock at mouth of Gravelly creek, 1000 00 4000 00 BASIX. S500 feet long, 300 feet wide, and 20 feet deep at low water ; 630000 cubic yards, at 25 cents per yard, . ; . .157500 00 Artificial channel to main channel of river, 10000 feet long, 150 feet wide, and an average of 18 feet cutting, giving 20 feet at low water ; 1,000,000 cubic yards, at 25 cents per yard, .... 250000 00 -407500 00 7000 feci (linear) of jettee, at $10 00 per linear foot, 70000 00 or, 481500 00 Allowing for Contingencies, Total, . . $500000 00 The third plan may be said to be a compound o^ the tw^o first,^ erecting the wharves and warehouses for the accommodation of commerce below the l)iidgc on the river, where now at ordinary low tide, there is from 25 to 27 feet water ; connecting such portions of the island as are not required for building 11 into gardens and pleasure grounds, filling in ti marsh of Gravelly creek, and then building the prin cipal part of the city on the high, grounds, on the main land. This will perhaps prove to be the most economical and convenient plan for your contem- plated improvements, although the best plan, leaving the expense out of view, is undoubtedly the second one proposed. In addition to the estimates of the first plan, it will be necessary in this case to render the marsh of Gravelly creek dry, for which purpose We shall require 200,000 cubic yards of gravel at 12j cents per yard, $25,000, a large portion of which will be taken from the grading of the streets and from the gravel bank in the immediate vicinity of the marsh. The subject of a national foundry has for some time past excited public attention, and has been brought to the notice of Congress by the executive with an earnest recommendation to authorize the erection of such an establishment to meet the urgent wants of the government, and relieve it from the em- barrassments under which it labours in procuring proper ordnance, for the armaments of forts and ships of war ; and it is believed that Congress wall not long resist the urgent appeals made to it from a co-ordinate branch of the government on this im- portant subject, so intimately connected with the defence of the countr}^ If it should be determinec to establish a National Foundry in the District o" Columbia, it is behoved, that a better position fo that object than the property purchased by your as sociation cannot be found. Water power, if it be deemed most expedient to use it, can be obtained from the Alexandria canal, or, if that work should not be speedily completed, it can be procured from the Potomac at the great falls, through the depres- sions in the country back from the river. It has been asserted that steam is more economical for manufacturing purposes than water power, and it is contended that this is the result of many fair ex- 12 p^riments in large manufactories, but not having seen the details of these experiments, and not know- ing the circumstances under which they were tried, I am unable to express any opinion on the relative merits of the abstract proposition ; although I can readily imagine that under certain circumstances steam power will be the most economical, particu- larly when used in a position, where it is not neces- sary to open artificial means of communication to obtain access to markets, and where fuel is cheap. Many practical men prefer steam, which of course in the winter is the more controlable, certain and efficient agent, and its economy (if it exists) may consist in using the waste steam in heating the esta- blishment. The best Bituminous coal can be ob- tained in the greatest abundance from Alleghany, at a cost not exceeding $3 50 per ton, and large beds of iron ore are known to exist in the same region, but the quality of the iron wdiich they will yield, particularly as regards the fabrication of ordnance cannot be known, till they have been reduced and experiments made with the metal ; but no doubts can exist in relation to the Antietam ores, which arc the best in the known world for cannon, possessing within themselves all the ingredients necessary to constitute the very best gun metals. The loss from the strictest proof at the Columbian Foundry where these ores are used, is not on an average over one per cent, and frequently less, while at other foun- dries it is sometimes as high as 25 per cent, and even higher. I have seen specimens of granite which I was informed was procured within three or four miles of your purchase, of a remarkably fine quality, and it is said to occur in large quantities, and of course could be furnished cheap for build- ings. Excellent soap stone is known to exist in large beds not far from Georgetown. Jackson City, from its position, will possess pe- culiar and important advantages for trade. It is connected with Washington City by a new and free 13 National bridge. The turnpikes to Alexandria and Fairfax court-house pass through it, and it is also intersected by the road from Georgetown to Alex- andria, and by the location of the Alexandria canal. The rail-road from Richmond to Fredericksburg is nearly completed, and surveys have been made with a view to its extension to Alexandria and Washing- ton, in which case, its terminus will be Jackson City, and will open a direct communication with the James river improvements and the southwestern works ; and thus attract a large portion of the rich cotton crops of those fertile regions to Jackson City, where a transfer of tonnage must necessarily take place, and thus of course confer a great advantage on that locality for the cotton trade. The great thoroughfare of travel between the north and south, southwest, will be through Baltimore and the Dis- trict cities, when the works at present under way are completed ; and it is probable that many years will not elapse, before a direct^ communication by means of rail-roads will be open between the Dis- trict of Columbia and New Orleans, and the former will become the recipient of the advantages which will result from those great works, which Vv^ll em- brace a large portion of the middle, western, and. southwestern parts of the Union, and converge upon, her as a common centre. The position which you have selected for a nevv- city may be said to be at the head of natural naviga- tion for vessels of large size, for between George- town and the Potomac bridge, obstructions are con- stantly accumulating, and under present circum- stances must continue to accumulate, which will render it impossible, unless the channel is annually dredged out, or some other plan adopted to prevent the yearly alluvial deposits from taking place, for vessels engaged in foreign trade to reach George- town, although there is 27 feet water at ordinary low tide at the Virginia draw of the bridge. Last 2 14 year ilie shoal in the Georgetown channel below Analostan island was removed by the liberality of Congress; giving 15 feet water, where formerly there was but seven feet, but I am informed it has already filled in at least three feet, which will ren- der the operation of dredging a constant or useless task ; for the same uniform laws, which formed the shoal which has been removed, must continue, un- less modified by artificial means to produce similar results.* In a report which I had the honor to pre- pare in 1834, the detailed operatirns of the natural means by which these shoals were formed are ex- plained. In the Washington City channel there is only seven or eight feet water at low tide at the draw. The last great flood has deepened the Vir- ginia channel opposite the arsenal, I am informed to 1 7 feet at low water. The terminus of the Che- sapeake and Ohio canal is on the Potomac at Georgetown, nearly opposite the mouth of Gravelly creek. The high |^-ounds on the Washington and Georgetown side of the river, Analostan island, and the causeway of the bridge, form a beautiful and commodious harbour for canal-boats to pass to and from the Chesapeake and Ohio canal, and your pro- posed canal and basin in Gravelly creek. Between the Bridge and Alexandria it would be exceedingly dangerous at almost any season of the year, to attempt to navigate the river with canal-boats. So tiiat Jackson City may be considered as the point of union (as an inspection of the map and chart vv^ill show) of river and canal navigation; and seems to spread out its bosom to receive the rich productions v.'hich are destined to descend the canal, and to har- bour the larger vessels in giving value to those pro- ductions, by ti-ansporting tliem to markets and in exchange bringing back rich merchandize for con- sumption in the far west. * The chart of the river shows the state of the obstruction in 1332, before the chainiel was dredged out. 15 At the present time the course of trade seems to be unsettled, by the universal efforts in every section of the union to attract capital, by opening nevvr chan- nels of intercommunication, but there is not most assuredly, any avenue to the west, so well calculated to attract and retain trade, as the Chesapeake and Ohio Canal to Cumberland, and a rail-road from thence across the mountains (many intelligent per- sons believe that in less than 10 years there will be a continuous Canal communication from the Potomac to the Western waters ;) and it requires not the spirit of prophecy to foresee, that at the terminus on the Atlantic coast of that magnificent and truly national work, a great commercial city with a large population and corresponding capital must grow up ; and that its prosperity can be checked by no ordinary cause. New Orleans is an example of the irresistible operations of the laws of commerce in overcoming the most formidable natural obstacles — quite as irresistible as the will of the Russian Autocrat, at whose imperial fiat, a great capital sprung into ex- istence from the swamps of the Neva. I have the honor to be. Sir, Your obedient servant, GEORGE W. HUGHES, U. S. Civil Engineer, iKJp'IO