background image

8. Read azimuth where the "

N

" end of the needle points at 

graduated circle.  (Fig 13)

3.3  Azimuth Measurement Waist-Level

This method is often used when object is above or below
the observer.

3.3.a  Using "N" End of Needle

Use this method when the object lies as much as 45°
above, or 15° below the observer.

1. Hold transit waist high and in your left hand. 
2.  Open cover toward your body . (Fig 14)
3.  Open large sight, until perpendicular to the body.  

(Fig 14)

4. Press left forearm against 

your waist and steady with 
right hand.

5. Level compass using round 

bubble level.

6. In the mirror’s reflection, bisect the object with the mirror center 

line. (Fig 15)

Check that the bubble is centered in the round level.

7. Read azimuth where the "

N

" end of needle points at the graduated 

circle.

If object is more than 45° above you, open mirror further toward your
body, and adjust large sight so that it leans over the bottom case.

3.3.b  Using "S" End of Needle

Use this method when object is more than 15° below the observer.
1. Hold transit waist high and in your left hand.

2. Open cover away from your body.  (Fig 16)
3.  Open large sight until it leans over the body.
4.  Press left forearm against your waist and steady with

right hand.

5. Look just over the large sight, and at the object 

through window opening on mirror. (Fig 16)

Adjust mirror and large sight so that the image of 
the large peep sight are bisected by the mirror 
center line.

6. Level compass using round bubble level.
7. Read azimuth where the "

S

" end of needle points at 

the graduated circle.  (Fig 17)

3.4  Using as a Prismatic Compass

Occasionally, objects may interfere with sighting using meth-
ods previously mentioned, or users may encounter circum-
stances which require the GEO be held at eye-level to sight
an object.  If this is the case, follow the procedures below.

1.  Open cover away from your body to approximately 45°, and open small sight. (Fig 18)
2.  Lift large sight until perpendicular to the transit body, or leans slightly away from the base. 

3. Hold instrument at eye-level, with large sight toward you.
4. Align large sight and small sight on top of the cover with 

object.

OR - Sight object through the lower portion of large sight 
and the window in the mirror.

5. Level round bubble level using the reflection of the mirror.
6. Read azimuth in the reflection of the mirror where the "

S

"

end of needle points at the graduated circle.

Figure 18

TO EYE

Figure 17

10

9

Figure 15

Figure 16

Figure 13

Figure 14

TO

 EYE

Summary of Contents for GeoTransit

Page 1: ...tional Measurements 18 9 Prospecting 19 10 Reference Material 25 11 Specifications 26 12 Service 26 i Copyright BRUNTON 2001 Printed in U S A form 11 GEO rev 0109 Owner s Purchase Record Model _______...

Page 2: ...h is induction damped allowing the needle to seek magnetic north and come to a complete rest in a minimum amount of time 1 3 Graduated Circle Fig 2 In combination with the needle the 1 graduated circl...

Page 3: ...ng Why are EAST WEST switched The GEO Transit is a direct reading compass Read azimuth directly where the needle points on the graduated circle With the large sight toward the object read azimuth dire...

Page 4: ...ca only Use the isogonic chart a current United States Geological Survey USGS Bureau of Land Management BLM another map or a computer program to determine magnetic declination at your position Declina...

Page 5: ...st declination rotate graduated circle clockwise from the zero pin Fig 9A For West declination rotate graduated circle count er clockwise Fig 9B If magnetic declination is 0 no adjustment is necessary...

Page 6: ...er the body 4 Press left forearm against your waist and steady with right hand 5 Look just over the large sight and at the object through window opening on mirror Fig 16 Adjust mirror and large sight...

Page 7: ...bubble is centered in the long level 6 Read inclination at vernier s center line The Brunton GEO Transit is capable of measuring vertical angles with an accuracy better than 1 with readings to 10 min...

Page 8: ...ly height calculation as shown in figure 24A or 24B Note Do not calculate tangent of an angle by adding tangents of two smaller angles Example Tan 60 Tan 30 Tan 30 Find Tan 60 from a table use a calcu...

Page 9: ...on its side and along on the rock surface so the vernier scale is at the bottom Fig 27 3 Adjust vernier until bubble is centered in long level 4 Read dip angle at the vernier s center line bottom sca...

Page 10: ...the GEO transit 1 On a USGS topographic map place a point at a starting position and an X at a destination 2 Draw a line connecting both marks 3 At the starting point draw a true north line Fig 31 Use...

Page 11: ...d center of each side line NRS 517 030 4 Within 90 days of posting the location notice prepare two copies of a claim map scale of 500 feet to the inch showing the position of the claim monuments the r...

Page 12: ...ck pile 4 feet in diameter and 4 feet high or a steel post 3 inches in diameter and 5 feet high The description must also include the sec tion township and range The map need not be perfect but in acc...

Page 13: ...township and range It is marked so that it must be read while standing on the south side of the monu ment The south side of the monument is marked with the date of the monument Fig 36 9 3 Sample Claim...

Page 14: ...inning at Corner 1 NE corner Thence 600 feet 290 to Corner 2 Thence 1 500 feet 200 to Corner 3 Thence 600 feet 110 to Corner 4 Thence 1 500 feet 10 to Corner 1 Inches 1 8 1 4 3 8 1 2 5 8 3 4 7 8 1 2 3...

Page 15: ......

Page 16: ..._________________ Serial _____________________________ Date Purchased ____________________ Store _______________________________ City _______________________________ State _________ Zip ______________...

Page 17: ...urn Authorization Number RA and send the unit to the address below Include a brief description of the problem Loss is not covered by this warranty Any repair to the unit must be done by a Brunton auth...

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