CHARLIE B. AYCOCK, III
  • WALTERBORO, S.C.
  • United States
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CHARLIE B. AYCOCK, III's Associates

  • Billy Brooks
  • Oluwafemi Muyideen Olaiya
  • John W. Veatch
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CHARLIE B. AYCOCK, III's Profile

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CHARLIE B. AYCOCK, III replied to Ritchie MacInnis's discussion Lyme Disease
"Ritchie, You are not the only one that has noticed that. Patients are expendable, especially if they have exhausted all the angles to make a profit on you! If you don't fit one of the pigeon holes in their check off list, forget it!"
Feb 27
CHARLIE B. AYCOCK, III replied to Ritchie MacInnis's discussion Lyme Disease
"Wow, hopefully your experience is the exception to the rule, but then taking risks with your health is never an intelligent thing to do. I get bit by up to a dozen ticks a year but never had the classic Lyme disease symptoms. I had an allergy doctor…"
Feb 27
CHARLIE B. AYCOCK, III replied to Hank Philoss Chams's discussion New ground control point
"O.K., I don't want to steal your thread or anything. I know what DGPS is, I use it on my boat offshore. What coordinate base are you referring to? State Plane grid, rectilinear surface coordinates or absolute geodetic (latitude/longitude).…"
Feb 27
CHARLIE B. AYCOCK, III replied to Ritchie MacInnis's discussion Lyme Disease
"Small world, I had my boat made in Nova Scotia. Most folks down here never saw a real boat before. They had some years ago but it seems to be a forgotten art here. About all you see these days are water ski specials except for the "Big…"
Feb 26
CHARLIE B. AYCOCK, III replied to Rey's discussion which method advisable and accurate to use in building gridline
"I have the same question as Billy. Any position, regardless of how it is established can be expressed in coordinates. It is said that GPS is the most precise method of measuring distance but there is a difference between distance measurement &…"
Feb 26
CHARLIE B. AYCOCK, III replied to ROB ROSA's discussion One Man Surveying
"Thanks for the replies. I can relate to them. It seems that we all have had similar experiences and think alike."
Jan 8
CHARLIE B. AYCOCK, III replied to Chuck Turlington's discussion GEOGRAPHIC COORDINATE SYSTEM PROJECTIONS
"Before you can define an elevation, you have to specify what you are talking about & you have to define the datum you are using. The elevations most often refereed to are orthometric or the vertical distance above or below the geoid measured…"
Jan 8
CHARLIE B. AYCOCK, III replied to Chuck Turlington's discussion GEOGRAPHIC COORDINATE SYSTEM PROJECTIONS
"Well, the above is mostly true, especially when you are only concerned with practical field application. In this country, State Plane coordinates are generally based on either a Lambert or a Mercator projection. They are not flat but are designed so…"
Jan 7
Billy Brooks favorited CHARLIE B. AYCOCK, III's profile
Jan 4
CHARLIE B. AYCOCK, III replied to Mat Win's discussion Geodetic Correction Formulae
"Exactly what are you correcting/adjusting? Anything I could say about formula would be redundant but the problem is somewhat different if you are computing surface distances/coordinates from a GPS survey than if you are transforming a tangent plane…"
Jan 4
CHARLIE B. AYCOCK, III replied to Savae Latu's discussion Setting up on an unknown point as a Base Station
"It really doesn't matter how he located what as long as he did work up to the required specifications. What does matter is if it is properly processed and tied to control using proven geodetic principles & techniques. Obviously, good…"
Dec 30, 2016
CHARLIE B. AYCOCK, III replied to Chuck Turlington's discussion GEOID ELEVATION
"Exactly, when you certify an elevation you must specify the datum. Tidal bench marks are the most misunderstood. A tidal bench mark is for the most part, only good at the tide station where it was established. That is much of the reason modern…"
Dec 30, 2016
CHARLIE B. AYCOCK, III replied to ROB ROSA's discussion One Man Surveying
"While, I will again stress that it isn't for everybody, I can add to the reasons it is my choice. One is that your body was made to be used. Stop using it & it tends to stop working. Field work keeps me in shape. Most surveyors stop working…"
Dec 30, 2016
CHARLIE B. AYCOCK, III replied to ROB ROSA's discussion One Man Surveying
"Well, the answer to that is, it depends. It is not for everybody & won't work for all organizations but it does have definite advantages. I am a one man show trying hard to be semi retired but my creditors & clients won't leave me…"
Dec 30, 2016
CHARLIE B. AYCOCK, III is on spot light
Dec 29, 2016
CHARLIE B. AYCOCK, III replied to Tom Gibb's discussion What tool would you use for difficult footing?
"Kevin, Good post! Most of us have either forgot about old techniques or were never exposed to them. Prismless EDMs have a somewhat limited range, some more than others. I have been surveying for going on 50 years & never ran across a situation…"
Dec 23, 2016

Profile Information

I am here because I am a.
Just a surveyor
Introduction to other Surveyors. One or more sentence Bio about your Relationship with Surveying
RESEARCHING SURVEY SOFTWARE & SAW A POST THAT INTERESTS ME.
Company
GEOMETRIC SURVEYING CO.
Location for Member Map
WALTERBORO, S.C.
Licenses Certifications or Awards
S.C. P.L.S. since 1983, former officer of land surveyors society. USN Vietnam vet.
I have experience with the following
GPS, cadastral, topographic, boundary surveys, construction staking, topographic surveys, control network surveys, Construction
How many years have you been surveying?
LICENSED IN 1983
Most comfortable with the following types of instrumentation
Total Stations, GPS, Surveying Software, Robotics, Automatic Levels, Old school surveying, theodolite

Comment Wall (12 comments)

At 10:02pm on July 13, 2016, Billy Brooks said…

Hi Charlie, I just want you to know ,I have the deepest respect for you and got you back anytime.You and surveyors like us are a dying Breed that the world will never see again after we are gone.People today instead trying to find the problem and fixing it, their first solution is to use a computer to adjust everything,this means there is not a thing that is correct it's just adjusted,like you said a 90 is a 90 and a 100 is a 100 that what i was trying to tell him,make sure you two are on the same page with Angles and Dist. then go from there. No Charlie your are the kind of surveyor i have work for my whole life, be it one person or a large company and i had some good teachers.Your opinion means a lot to me

always.

And thanks for being a friend,billy

At 4:12pm on June 19, 2016, John W. Veatch said…

At 4:10pm on June 19, 2016, John W. Veatch said…

these images R but 1 part of my digital presentation if you would care to see the whole thing email me @ jwv@satellitesurveys.com

At 4:08pm on June 19, 2016, John W. Veatch said…

these images R bu 1 part of my digital presentation if you would care to see the whole thing email me @ jwv@satellitesurveys 239 282 9170

At 4:05pm on June 19, 2016, John W. Veatch said…

At 4:04pm on June 19, 2016, John W. Veatch said…

At 4:00pm on June 19, 2016, John W. Veatch said…

At 3:59pm on June 19, 2016, John W. Veatch said…

At 3:58pm on June 19, 2016, John W. Veatch said…

At 3:57pm on June 19, 2016, John W. Veatch said…

 
 
 

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