anchor.diff:  Mark,Domes Number,Mark Type,Type,Ground Relationship,Foundation Type,Foundation Depth,Start Date,End Date,Bedrock,Geology
   2406,,Forced Centering,Pillar,-1.66,Reinforced Concrete,2,2012-01-31T00:00:00Z,9999-01-01T00:00:00Z,,
  -AHTI,,Forced Centering,Wyatt/Agnew Drilled-Braced,0,Stainless Steel Rods,10,2009-01-01T00:00:00Z,9999-01-01T00:00:00Z,Sandstone,Site On Flat Linear Ridge Line With Steepening Slopes To The North And South.
  +AHTI,,Forced Centering,Wyatt/Agnew Drilled-Braced,-1.5,Stainless Steel Rods,10,2009-01-01T00:00:00Z,9999-01-01T00:00:00Z,Sandstone,Site On Flat Linear Ridge Line With Steepening Slopes To The North And South.
   AKTO,,Forced Centering,Wyatt/Agnew Drilled-Braced,-1.5,Stainless Steel Rods,10,2006-04-27T00:00:00Z,9999-01-01T00:00:00Z,Sandstone,
   ANAU,,Forced Centering,Wyatt/Agnew Drilled-Braced,-1.42,Stainless Steel Rods,10,2010-06-01T00:00:00Z,9999-01-01T00:00:00Z,,Top Of Narrow Hill
   ARTA,,Forced Centering,Pillar,-1.017,Reinforced Concrete,2,2008-11-05T00:00:00Z,9999-01-01T00:00:00Z,,
  
positive.code: LOOK,,Forced Centering,Wyatt/Agnew Drilled-Braced,-1.592,Stainless Steel Rods,10,2017-03-28T00:00:00Z,9999-01-01T00:00:00Z,Basalt,Lookout Formation - Trachy-Basalt And Andesite Lava Flows With Soil Cover
  LRR1,,Forced Centering,Unknown,0,Unknown,0,2016-11-15T00:00:00Z,9999-01-01T00:00:00Z,,
  LYTT,50214S001,Forced Centering,Steel Mast,-3.5,Stainless Steel Rod,0,1999-11-01T00:00:00Z,9999-01-01T00:00:00Z,Siltstone,
  MAHA,,Forced Centering,Wyatt/Agnew Drilled-Braced,0,Stainless Steel Rods,10,2009-11-16T00:00:00Z,9999-01-01T00:00:00Z,Schist,
  MAHI,,Forced Centering,Wyatt/Agnew Drilled-Braced,-1.5,Stainless Steel Rods,10,2007-02-20T00:00:00Z,9999-01-01T00:00:00Z,Limestone,
  MAHO,50229M001,Forced Centering,Pillar,-1.185,Reinforced Concrete,2,2004-02-29T00:00:00Z,9999-01-01T00:00:00Z,Limestone,
  MAKO,,Forced Centering,Wyatt/Agnew Drilled-Braced,0,Stainless Steel Rods,10,2010-01-01T00:00:00Z,9999-01-01T00:00:00Z,,
  
negative.code: RIPA,,Forced Centering,Pillar,-1.6,Reinforced Concrete,2,2004-02-20T00:00:00Z,9999-01-01T00:00:00Z,Sandstone,
  SCTB,66071M001,Forced Centering,Pillar,-0.361,Reinforced Concrete,2,2004-10-28T00:00:00Z,9999-01-01T00:00:00Z,,
  SEDD,,Forced Centering,Wyatt/Agnew Drilled-Braced,-1.53,Stainless Steel Rods,10,2014-06-01T00:00:00Z,9999-01-01T00:00:00Z,,Situated On Quaternary Gravels. Depth To Underlying Strata Unknown.
  SNST,,Forced Centering,Wyatt/Agnew Drilled-Braced,-1.52,Stainless Steel Rods,10,2009-01-01T00:00:00Z,9999-01-01T00:00:00Z,Mudstone,Top Of Ridge Line Adjacent To Steep Grassy Slope
  SUTT,,Forced Centering,Wyatt/Agnew Drilled-Braced,-1.5,Stainless Steel Rods,10,2016-05-26T00:00:00Z,9999-01-01T00:00:00Z,,
  TAKL,50216S001,Forced Centering,Pillar,-3.2,Reinforced Concrete,2,2001-07-11T00:00:00Z,2007-07-05T00:00:00Z,,
  TAKP,,Forced Centering,Pillar,-1.09,Reinforced Concrete,2,2004-01-14T00:00:00Z,9999-01-01T00:00:00Z,Greywacke,
  