GPS Plotting

Recently we tracked a 2500mm wide by 1500mm high culvert 350 meters along the Newtown area in the Market theatre area below the Highway. We used the Trimble hand held instrument to locate GPS co-ordinates as well as Rigid pipe location technologies, cameras could not access these culverts as the storm water culverts run in cascading 500mm drops – these vertical drops damage the cameras as well as make it impossible for the crawlers to climb them.

  • Saturday morning 8. am we began locating the main culvert starting from the man hole that is visible from above ground.

  • We plotted this one on GPS for you as per plan

  • DIFFERENTIAL CORRECTIONS ARE Accurate WITHIN 150-300mm when we use a staff it is down to 100mm accuracy

  • The GEO XH 2008 Geo Explorer Trimble Hand Held Sub Foot GPS was used

  • We tracked using the Nav star Constellation American Satellites – Not the (Glo NASS) Russian

We started inspecting from point one as per drawing supplied
Our camera (crawler) reached the first 35 meters when we found rocks and debris that we removed to get passed to do the inspection as the camera could not pass these, after removing them we continued 50 meters and hit a vertical waterfall showering down from above – when we zoomed and panned we saw a cascading wall in front of us, No camera inspection can be done as cameras cant crawl up vertical walls 500mm high, The culvert is on a cascading layered design that drops 500mm at points of between 50-80mtrs.

We withdrew the camera from this side of the culvert and drove around to the top to try insert the camera up stream near CARR road entrance. After 60 minutes of searching we could not locate any manholes to insert the camera in on the property in the CARR street side. We returned back to our starting point.

We used the crawler with a harness and inserted a sonde with a push rod system with a transmitter on the head as per photo. Then we manually walked in the sewer until it was too dangerous as oxygen levels were too low so we exited, We located the intersection of the other large culvert and marked this above ground. We also pushed a further 80 mtrs down

What we propose to do next is excavate through the tarred surface at the point of intersection as we can insert the camera from this point and we don’t need breathing apparatus for humans to enter the culvert.

The sewer below is blocked causing effluent from the sewer to overflow from below and run into the storm water culvert, this methane is what impairs our breathing.

We changed over to sonde location together with transmission of an 8khz signal down the line

We did record our starting inverts and will continue with inverts once we have excavated to get through the next manhole, please advise if you want us to plot the rest of the culvert or if we must put our efforts into other specific lines required by your client,

The jpg folder called “Last point recorde 679 kb” is a picture of three black spray paint marks we made – the middle mark is the furthest point we achieved in the culvert and the mark on the curb is the point of intersection of the other culvert as it enters the main one.

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