Military Instructors Manual by James P. Cole and Oliver Schoonmaker

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By always placing the board so that the compass reads North it will be
oriented correctly. Care must be used when near electric wires or
masses of metal as automobiles, railroad tracks, etc., which will
attract the needle from its true azimuth (N. and S. direction) and
thus throw off the whole map. In such cases it is far better to back
sight and use the compass only at intervals to verify the sights.

This brings up the matter of sighting. It is important to make long
shots thus reducing the amount of individual error. In taking a
sighting point make sure it can be recognized when reached and make
sure to look at the reverse side in order to recognize it in case of
back sighting if necessary. Always carry several large-headed pins
using one at your present station and resting the side of the alidade
against it, swinging the other end for sighting.

After sighting and lining the sight on your sketch, step off evenly to
pace the distance. Time is always a factor in military mapping and
where possible make mental notes as you go along as to where roads or
other important features are located, so that you can place them in
their proper place on the map when you have reached the next station.
It is well always to set a good pace for here time can be readily
saved.

Making an _intersection_ is very simple. For as the sketcher moves
along he ties his map together by sighting at any prominent object
near his area, running these lines very lightly and only where he
assumes the points to lie on his map. An abbreviation on the line or a
number referring to a list off to one side will answer to recall the
object. At any other station where the same point can be seen a
similar line is drawn and where the two lines cross will be the
location of the object. In the case of three lines not crossing at the
same point take the middle of the triangle so formed.

_Resection_ is just the reverse of this process. The mapper wants to
know where he is located on the map. If he is properly oriented and
can aim at two points on the ground which he has located on the map,
he places a pin at one of these locations on the map and aims with the
alidade at the object on the ground drawing a line towards himself;
this is repeated with the other known point and where the two lines
cross on the map will be the point he is standing at.

In intersection the greatest accuracy is obtained by running the rays
so as to meet as nearly as possible at right angles.

In running a traverse the sketcher must expect to find some error at
his closing point. This error must be distributed over the whole
traverse so as not to have all the error concentrated at one point.

LESSON 4. (FIELD WORK--FOUR HOURS.)

PROBLEM.--Make a simple sketch, containing topographical details using
the traverse made during the preceding lesson. Use of conventional
signs should be emphasized and the appreciation of features of
military importance impressed. A tendency is to put in details to a
point of confusion. Judgment must be developed to choose telling
points.

A sharp pencil is always needed in sketching; in putting in the
topographical details special attention must be given to the pencil.
Keep the point sharp and make clear, distinct signs.

LESSON 5. (CLASS ROOM--FOUR HOURS.)

PROBLEM.--Contours, the Vertical Interval, Use of the Slope Board, Map
Distance, Visibility and Profiles.

A contour is an imaginary line on the surface of the earth all points
of which have the same elevation from a base or datum level, sea level
usually being this base. Slice an apple into pieces 1/2-inch thick;
where the cuts come may represent the contour lines. Take these
individual slices, beginning at the bottom and outline them on a sheet
of paper with a pencil (having run a nail through the apple first to
keep each piece in place). The resulting circles will represent the
apple's outline at 1/2-inch intervals.

Contours are always at equal elevations from each other, and the
Vertical Interval (known by the abbreviation V.I.) is the measure
between successive contour lines. In military maps the V.I. is always
the same for each map scale:

1 inch to the mile, the V.I. is 60 feet.
3 inch to the mile, the V.I. is 20 feet.
6 inch to the mile, the V.I. is 10 feet.
12 inch to the mile, the V.I. is 5 feet.

Note that the V.I. changes in proportion to the scale, a map on a 3
inch to the mile scale is 3 times as large as one on a scale of 1 inch
to the mile, while the V.I. is 1/3 as great, hence the former shows 3
times as many contours as the latter.

Map Distance means the horizontal distance between two contour lines
on a map and indicates a certain degree of slope. As the scale
increases the V.I. decreases in proportion and the M.D. therefore
remains the same for the same degree of slope whatever the scale of
the map. By computation we find that a one degree slope rises one foot
for every 57.3 feet horizontal distance, so a one degree slope would
have a 20 foot rise in 1,146 feet horizontal distance, this distance
equals .65 of an inch on the map if the scale is 3" to 1 mile.

The term "Map Distance" is also loosely used to denote distance
between points as measured on the map. Care should be taken to
distinguish between these two meanings.

Distances between contours, scale 3" to 1 mile: 1/2 deg. slope = 1.3", 1 deg.
slope =.65", 2 deg. slope =.32", 3 deg. slope =.22". These distances are
already on the alidade and if you get a slope of 2 deg. with the slope
board and have the distance from your station on the map to the point
of aim either by pacing, intersection or resection, apply the M.D.
scale as many times as it will go. This will give the number of
contour lines crossing the traverse and the difference in elevation.
The spacing of the contours may not be even between your station and
the point of aim in which case the position of the contours must be
estimated by eye.

If your elevation above the datum or sea level is unknown at the start
assume any elevation which is great enough to put the datum lower than
the lowest spot of the area to be sketched.

The sketching board is easily made to serve as a slope board in this
manner. Hang a plumb bob about an inch below the center of a straight
edge of the board while pointing at the horizon, using the back of the
board. Mark a point 5.7" directly below and draw a semicircle through
it with the same radius. Now mark the point below the center zero and
from it divide the arc using chords one tenth of an inch long. This
will give a scale reading in degrees. By sighting along the top of the
board at some object at the height of the eye from the ground the
degree of slope is shown by the plumb bob on the scale below. Care
must be exercised to prevent the wind from disturbing the reading. A
protractor may be used in the same manner by sighting along the top
and using a plumb bob to record the angle.

In reading maps it is important to know whether points are visible
from each other due to intervening ridges or other topographical
features. This can be told by laying off accurately the distance on
the map between the points in question and using as datum the lowest
of the 3 points, then draw vertical lines, from the 2 higher points,
making them in proportion to their elevation with any convenient
scale. Draw a line between the first and last points and, if the
intervening vertical cuts this line the second point is not visible
from the first. Take for example, two points A and B, 1,760 yards
apart, by the map, A 500 feet and B 450 feet above sea level, the
intervening point C is 475 feet above sea level and 500 yards from B.
As B is the lowest we will call its elevation zero or at datum, then
elevation of A is 50 feet and C 25 feet.

[Illustration: Plate #10]

Another method of deciding visibility is by proportion. Measure the
distance between the three points A, B, and C, and obtain their
elevations above the datum (lowest of the 3) and using similar
triangles. Take the same case as above, letting X represent the point
above which the view is clear at 1,260 yards from point A, the line of
sight passes through this point.

1760 (A--B) : 500 (B--C) : : 50 (elev. A) : X
solving, X = 14.2

Now, since the ground at point C is 25 feet above the base and the
line of sight passes within 14.2 feet of the base at this place, an
observer at A is unable to see B.

The matter of profiling is very simple. Merely mark where the contours
cut the edge of a piece of co-ordinate paper and extend the proper
elevations, then pass a line through these points, remembering that
the surface of the ground has a natural curve.

LESSON 6. (FIELD WORK--FIVE HOURS.)

PROBLEM.--By use of the slope scale on the sketch board and the
contour interval scale on the alidade, each man will secure vertical
data on the flat sketch made in the fourth lesson. Certain critical
elevations will be determined and marked with red flags before hand.
The elevations of two points on the ground will be furnished, one as
the datum and the other as a check. Draw in contours of this sketch
with the help of drainage lines and elevations already secured.

The chief points to be considered are to take slopes from points
established on the sketch; to take several sights and average the
angle of slope; to properly lay off the elevation by using the slope
scale on the alidade; and finally to put in the contours along these
lines of sight _on the spot_ thus allowing for difference in
topography between the point of sight and the station from which the
elevation is taken. Careful note must be made of the drainage systems
as these are the keynotes to the sketch and finally the contours are
connected together, keeping in mind always that no contour stops
unless it makes a closed curve or goes off the map. Remember also
that contours make fingers pointing up stream and are blunt around
hill sides. Contours cross streams to opposite points and break at
roads, continuing on the other side. Uniform slopes have
equally-spaced contours. Do not try to measure every slope, two
intersecting elevation sights on a hill will check the height. Put the
intervening contours in by eye.

LESSON 7. (CLASSROOM--FOUR HOURS.)

PROBLEM.--Completing the map sketch previously made and making a
landscape sketch.

It is important to complete a map and no matter how good it is, if
certain points are omitted, the value of the work is very much
decreased. The sketcher must clear the sketch of all unnecessary lines
and notes and make his lettering clear on the map. Be sure that the
following items are on the sketch before it is turned in.

1. Location of the ground shown.
2. Line of magnetic north shown by an arrow, and if declination is
known, the true north also.
3. Graphic scale and representative fraction--R.F.
4. Vertical interval--V.I.
5. Sketcher's name and organization to which he belongs.
6. Date.

A landscape sketch is a place sketched with details shown in
perspective. The horizon is always of military importance and should
be shown as well as intervening crests, woods, houses, etc. Landscape
sketching in trench warfare is a necessary accomplishment of the
observer. The beginner will at first be confused by a mass of details,
but he must note only the outline of the features sketched. First draw
the sky line and crests, then fill in the other details with fewest
lines possible. Unnecessary shading tends to detract from the
clearness of the sketch. There will be great difficulty in getting the
perspective, note the size of objects, the further away they are the
smaller they seem. Make them so. In making the sketch, hold the pad in
front with one eye closed, the upper edge of the pad horizontal; a
string 20 inches long is tied to the pad and held between the teeth to
insure the same distance from the eye each time. Moreover, if it is
desired to locate objects by deflection of an angle from a reference
point, this can be done by using _mils_. One mil is 1-6400 of a
circle. At 20 inches a half-inch interval subtends 25 mils.

[Illustration: Plate #11]

The paper is oriented by bringing the sector desired along the upper
edge of the pad. The points desired are then in proper positions, both
horizontally and vertically.

Place a mark at the upper edge for points desired. The sky line should
be located first. Now carry these lines down, having drawn three
horizontal lines about 1/2 inch apart, beginning with the highest
point on the top line. Marks locating the other features are likewise
transposed in vertical and horizontal portions.

Now draw sky line connecting transposed marks, then such other points
as crests, trenches, houses, etc. After practice most other features
can be drawn in without reorienting, the sky line having been drawn.
The vertical elevation should be slightly exaggerated. Objects in the
background should be drawn in lightly while nearby features are
indicated by _heavy lines_. Avoid details, draw only silhouette, shade
only in showing woods.

LESSON 8. (FIELD WORK--FIVE HOURS.)

PROBLEM.--Make complete area sketch including contours, with no data
furnished other than the initial elevation.

Before commencing the work summarize the important points involved.

1. If possible select a base line.
2. Locate as many points by intersection as possible.
3. Make traverse by road, check locations by resection.
4. At good observation points observe and complete the sketch as far
as possible.

At each station keep the following points in view:

1. Back sight on previous station.
2. Select new sighting point ahead.
3. Determine elevation by slope board.
4. Put in contours where possible noting the drainage and critical
points of the general slope and the terrain.
5. Put in details along traverse just made of all topographical
features of military importance.
6. Determine your present elevation.
7. Make as many shots for intersection as you can and mark them.
8. Look for possible resection shots.

LESSONS 9 AND 10. (FIELD WORK--NINE HOURS.)

PROBLEM.--Make a road sketch of about 12 miles with scale of 3 inches
to the mile, V.I. 20 feet. This should include details of military
importance to a distance of 300 yards on either side of the road.

Keep in mind these points:

1. Start carefully and give attention to every part of the map.
2. Keep the board properly oriented.
3. Watch the water drainage systems.
4. Put down all necessary details at each _setup_.
5. Note high hills and towns not on immediate route, condition of
roads, fences, cultivation, hedges, cuts and fills, bridges (kind and
length), railroads, telegraph and telephone lines, schools, churches,
etc., notice particularly woods and points of concealment for hostile
troops.

Do the work at each station for elevation, contours and the noting of
necessary details so that the sketch will be complete as you go along.
Make certain that the title of the sketch, scale, orientation, etc.,
are all clearly indicated, for a road map may have to be completed by
another or may be called for suddenly when it will be useless without
these details.

Remember there are but two things absolutely essential to a good road
sketch; a good traverse and the location of the drainage system in its
relation to this traverse. With this control approximate contours can
be drawn by anyone having a knowledge of the principles of topography.
Never plot unimportant details. Prominent buildings and farm houses
are of value for locating oneself. Woods and orchards are shown for
tactical reasons but no one can expect to show every fence, ditch or
bit of cover that might hide a patrol.

Map Reading.

(GETTYSBURG 3" MAP--HUNTERSTOWN SHEET.) Plattsburg Barracks, N.Y.,
Sept. 17, 1917:

1. What is the shortest distance by road from Biglersville to Texas?

2. Describe the road between Texas and Table Rock.

3. Is it a cut or a fill along the railroad about 1/2 mile east of
Granite Hill Station?

4. What is meant by 931 on Chestnut Hill?

5. Can a man on the summit of hill 712 (about one mile southwest of
Plainview) be seen from the town of Plainview?

6. Point out two fords on the Conewago River.

7. Where is the highest point on the road from Plainview to
Heidlersburg?

8. Describe the fences along the road from Texas to Table Rock
Station.

9. Is Hill 566 S.W. from D. Wert visible from Henderson Meeting House?

10. Of what material is the bridge at Bridge School House constructed?

Harvard College:

1. Can a sentinel standing at 707 see road fork 535 (about 1,500 yards
south)?

2. An enemy patrol is marching north on the 544-616 road, and has
crossed the stream (750 yards north of 544.) Can this patrol see the
Red outguard at 707 from any point between stream and cross roads 616?

3. Can the sentinel at 712 see the road fork 518 (1,850 yards
southwest from 712)?

4. Can the sentinel at 712 see the cross roads 561 (about 1,200 yards
southeast)?

Assuming the height of a man as 5' 0" above the ground and trees and
buildings as 30' 0".

1. Is the ground at road fork 552 near D. Wirt visible to a patrol on
Hill 712? If not what is the obstructing point? Turn in profile, using
cross section paper.

2. Disregarding trees, is a man standing on Bridge 523 near Bridge
S.H. visible from Hill 712?

Solve by any method desired indicating the method.

1. Make a profile from location of the letter "U" of Chestnut Hill
near Center Mills to Hill 712, 2-1/2 miles to the south.

2. Is the location of the letter "B" of Beatrich visible from "U" of
Chestnut Hill? If not what obstructs?

1. Can a man on Hill 712 see a man at cross roads 554 in Hunterstown
(disregard trees)?

2. To a man standing at the point where contour 680 crosses the road
just south of 707, where does the roadbed first become invisible?

1. When the point arrives at Hill 647 can it see the road fork 610 to
the northwest?

2. When the flank patrol reaches Benders Church cross roads can it see
an enemy patrol at the house midway on the road 534-554 one mile to
the northeast?

3. Looking north along the Center Mills road from Hill 647, where does
the road first become invisible?

1. What does 1/21120 mean?

2. What direction is the general drainage system on this sheet?

CHAPTER 6.

Helpful References to the Articles of War.

(Extracted from M.C.M. and Guide to the Articles of War--Waumbaugh's
Lectures.)

MILITARY LAW is the body of rules that governs members of the army.
Military Law is based upon the Articles of War approved by Congress,
August 27, 1916, effective March 1, 1917. This body of rules defines:

(1) Punishable offenses of members of the army.
(2) The Method of determining guilt.
(3) Punishment.

The present Articles of War are revisions of those from the
Revolution.

ARTICLE 1.

DEFINITIONS:

(1) The word "officer" shall be construed to refer to a
commissioned officer (and no one else).
(2) The word "soldier" to include non-commissioned officer or any
other enlisted man.

ARTICLE 2.

PERSONS SUBJECT TO MILITARY LAW:

(1) All officers and soldiers of the Regular Army.
(2) All volunteers in the service of the U.S.
(3) All other persons lawfully called, drafted or ordered into such
service.
(4) West Point cadets.
(5) Officers and soldiers of the Marine Corps when detached for
service with the army, by order of the President.
(6) All retainers to the camp, or accompanying or serving with the
army in time of war, both within and without territorial
jurisdiction of U.S.
(7) All persons under sentence by court-martial.

ARTICLES 3-18.

COURTS MARTIAL CLASSIFIED:

(A) General Courts Martial.
Appointed by
(1) President,
(2) Commanding officer of department or territorial division.
(3) Commanding officer of separate army division brigade.
(4) Commanding officer of district or force empowered by
President.
Jurisdiction.
Over all persons subject to Military Law as regards all
offenses punishable by Military Law.
Sentence.
Everything.
(B) Special Courts Martials (3 to 5 officers inclusive).
Appointed by
(1) Commanding officer of district, garrison, fort or camp.
(2) Commanding officer of brigade, detached battalion.
Jurisdiction.
Over any person subject to military law (except an officer),
and for any crime not capital. (Only soldiers excluding
those having certificate of eligibility for promotion.)
Sentence.
(1) No power to adjudge dishonorable discharge.
(2) No confinement in excess of six (6) months.
(3) No forfeiture of pay in excess of six (6) months.
(C) Summary Courts Martial (one (1) officer).
Appointed by
(1) Commanding officer of garrison, fort, camp, etc.
(2) Commanding officer of regiment, detached battalion, etc.
(N.B.) When but one (1) officer is present with command he
shall be the summary court martial.
Jurisdiction.
(1) Only privates holding no certificate of eligibility for
promotion--and
(2) For crimes not capital.
Sentence.
(1) Confinement not over 3 months.
(2) No dishonorable discharge.
(3) No punishment over one (1) month without higher
authority.

METHOD OF ENTERING A CHARGE AGAINST A MAN:

Example:

Charge: Violation of the ---- Article of War.

Specification: In that (rank, name, organization) did at
(place) on or about (date) etc. (brief description
of offence committed).

Signed
(Name)
(Rank and Branch of Service)

In cases where there are more than one charge the number of each A.W.
is put down in the charge. A description of each offence is put down
separately under SPECIFICATION.

Note that double lines are drawn under CHARGE, single line under
SPECIFICATION.

GENERAL REMARKS:

The three (3) Courts Martial are alike in the following:

(a) Composed only of officers of Army or Marine Corps on detached
service with the Army by order of the President.
(b) Pass upon both law and fact.
(c) Criminal Courts only.
(d) Unable to promulgate any finding that does not require approval
of appointing authority.

The three (3) Courts Martial differ in the following:

(a) Number of members.
(b) Appointing authority.
(c) Punishments.

ARTICLE 31.

ORDER OF VOTING:

Members in General or Special Courts Martial shall vote from junior to
senior.

ARTICLE 39.

LIMITATIONS UPON PROSECUTIONS:

Military offences fall into three (3) groups:

(1) War desertion, mutiny, murder. Have no limitations.
(2) Burglary, etc. (A W. 93) and frauds against Government (A.W.
94). Prosecution limited to 3 years.
(3) All other offences. 2 years.

In some cases the Statute of Limitations is suspended (A.W. 39),
especially in cases of absence from the United States.

* * * * *

The following Articles of War are the important ones for officers to
be acquainted with in the ordinary course of his duties:

ARTICLE 54.

FRAUDULENT ENLISTMENT:

Punishment: Court Martial.

"Any person procuring himself to be enlisted by means of
willful misrepresentation or concealment as to his qualifications
for enlistment and shall receive pay or allowance," ...
This offense requires two (2) steps:
(1) Misrepresentation or concealment.
(2) Receiving pay or allowances.

ARTICLE 58.

DESERTION:

Punishment: (Wartime) Death or Court Martial. (Peacetime) Court
Martial.

"Any person--who deserts or attempts to desert in time of War
... death or such other punishment as the court martial may
direct ... any other time any punishment except death."
Essential features are:
(1) An intent not to return.
(2) An overt act of separation from duty.
Drunkenness tends to show absence of the intent.
Minority is no defense.
Enlistment while in desertion does not remove the charge
of desertion.

ARTICLE 61.

ABSENCE WITHOUT LEAVE:

Punishment: Court Martial.

"Any person who fails to repair at the fixed time to duty, or
goes from same without leave of absence, or absents himself from
his command, guard, quarters, station or camp without proper
leave...."
Does not require to prove intent, yet persons ignorant of
military law, drunk or victims of mistake are dealt with gently.

ARTICLE 62.

DISRESPECT TOWARD PRESIDENT, VICE-PRESIDENT, CONGRESS, SECRETARY OF
WAR, GOVERNORS, LEGISLATURES:

Punishment: (Officer) Dismissal from the service,
(Soldier) Court martial.

"Any officer who uses contemptuous or disrespectful words
against the President, etc.... any other person subject to
military law who so offends."
Contemptuous language is objectionable and liable to court
martial whether
(1) Used in public or private.
(2) In official or private capacity.
(3) Written or spoken.
(4) True or untrue.

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