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    <title>topic Re: ArcSDE 9.1 to ArcSDE 10.1 Documented Differences in Data Management Questions</title>
    <link>https://community.esri.com/t5/data-management-questions/arcsde-9-1-to-arcsde-10-1-documented-differences/m-p/320990#M18371</link>
    <description>&lt;HTML&gt;&lt;HEAD&gt;&lt;/HEAD&gt;&lt;BODY&gt;&lt;SPAN&gt;Thank you very much,&lt;/SPAN&gt;&lt;BR /&gt;&lt;BR /&gt;&lt;SPAN&gt;I seem to be getting conflicting perspectives on the upgrade transition. We have built a complete new server environment, oracle, etcfor this project and because of this new environment we were informed it's possible to straight from 9.1 to 10.1. &lt;/SPAN&gt;&lt;BR /&gt;&lt;BR /&gt;&lt;SPAN&gt;Your thoughts?&lt;/SPAN&gt;&lt;/BODY&gt;&lt;/HTML&gt;</description>
    <pubDate>Thu, 03 Jul 2014 14:50:36 GMT</pubDate>
    <dc:creator>JenniferDick</dc:creator>
    <dc:date>2014-07-03T14:50:36Z</dc:date>
    <item>
      <title>ArcSDE 9.1 to ArcSDE 10.1 Documented Differences</title>
      <link>https://community.esri.com/t5/data-management-questions/arcsde-9-1-to-arcsde-10-1-documented-differences/m-p/320988#M18369</link>
      <description>&lt;HTML&gt;&lt;HEAD&gt;&lt;/HEAD&gt;&lt;BODY&gt;&lt;SPAN&gt;Hello,&lt;/SPAN&gt;&lt;BR /&gt;&lt;BR /&gt;&lt;SPAN&gt;The organization I work for is currently using ArcSDE 9.1 (we are aware that ESRI does not support this platform anymore) and we &lt;/SPAN&gt;&lt;BR /&gt;&lt;SPAN&gt;are working towards upgrading to 10.1 this year. There are multiple reasons why we are still on 9.1.&lt;/SPAN&gt;&lt;BR /&gt;&lt;BR /&gt;&lt;SPAN&gt;However, what I'm interested in is a white paper or noted points about the striking differences between the versions (9.1 &amp;amp; 10.1), for example - double precision in 10.1 vs. single precision 9.1. This information is critical for knowledge transfer and understanding of the upgrade. &lt;/SPAN&gt;&lt;BR /&gt;&lt;BR /&gt;&lt;SPAN&gt;I'm looking for sources or points of information to fully comprehend what the upgrade will consist of.&amp;nbsp; &lt;/SPAN&gt;&lt;BR /&gt;&lt;BR /&gt;&lt;SPAN&gt;Appreciate any help!&lt;/SPAN&gt;&lt;BR /&gt;&lt;BR /&gt;&lt;SPAN&gt;Thank you in advance,&lt;/SPAN&gt;&lt;BR /&gt;&lt;SPAN&gt;Jennifer&lt;/SPAN&gt;&lt;/BODY&gt;&lt;/HTML&gt;</description>
      <pubDate>Thu, 03 Jul 2014 13:59:58 GMT</pubDate>
      <guid>https://community.esri.com/t5/data-management-questions/arcsde-9-1-to-arcsde-10-1-documented-differences/m-p/320988#M18369</guid>
      <dc:creator>JenniferDick</dc:creator>
      <dc:date>2014-07-03T13:59:58Z</dc:date>
    </item>
    <item>
      <title>Re: ArcSDE 9.1 to ArcSDE 10.1 Documented Differences</title>
      <link>https://community.esri.com/t5/data-management-questions/arcsde-9-1-to-arcsde-10-1-documented-differences/m-p/320989#M18370</link>
      <description>&lt;HTML&gt;&lt;HEAD&gt;&lt;/HEAD&gt;&lt;BODY&gt;&lt;SPAN&gt;This isn't an "upgrade" because there is no possible transition path between 9.1 and 10.1&lt;/SPAN&gt;&lt;BR /&gt;&lt;SPAN&gt;(I do hope the target is 10.1 SP1 with QIP).&amp;nbsp; You are, in effect, completely reloading your&lt;/SPAN&gt;&lt;BR /&gt;&lt;SPAN&gt;spatial database into a completely different database.&amp;nbsp; As such, there is no documentation &lt;/SPAN&gt;&lt;BR /&gt;&lt;SPAN&gt;on the changes (though it wouldn't hurt to read the 9.2, 9.3, 9.3.1, 10.0, 10.1, and 10.2&lt;/SPAN&gt;&lt;BR /&gt;&lt;SPAN&gt;"What's New" documents to get an idea).&lt;/SPAN&gt;&lt;BR /&gt;&lt;BR /&gt;&lt;SPAN&gt;You will need to select a transfer mechanism (unfortunately, shapefiles and ASCII are&lt;/SPAN&gt;&lt;BR /&gt;&lt;SPAN&gt;probably the only common data formats) and a geometry storage format, but there&lt;/SPAN&gt;&lt;BR /&gt;&lt;SPAN&gt;has been so much evolution, you can just read up on the new ArcGIS planning docs.&lt;/SPAN&gt;&lt;BR /&gt;&lt;BR /&gt;&lt;SPAN&gt;- V&lt;/SPAN&gt;&lt;/BODY&gt;&lt;/HTML&gt;</description>
      <pubDate>Thu, 03 Jul 2014 14:37:32 GMT</pubDate>
      <guid>https://community.esri.com/t5/data-management-questions/arcsde-9-1-to-arcsde-10-1-documented-differences/m-p/320989#M18370</guid>
      <dc:creator>VinceAngelo</dc:creator>
      <dc:date>2014-07-03T14:37:32Z</dc:date>
    </item>
    <item>
      <title>Re: ArcSDE 9.1 to ArcSDE 10.1 Documented Differences</title>
      <link>https://community.esri.com/t5/data-management-questions/arcsde-9-1-to-arcsde-10-1-documented-differences/m-p/320990#M18371</link>
      <description>&lt;HTML&gt;&lt;HEAD&gt;&lt;/HEAD&gt;&lt;BODY&gt;&lt;SPAN&gt;Thank you very much,&lt;/SPAN&gt;&lt;BR /&gt;&lt;BR /&gt;&lt;SPAN&gt;I seem to be getting conflicting perspectives on the upgrade transition. We have built a complete new server environment, oracle, etcfor this project and because of this new environment we were informed it's possible to straight from 9.1 to 10.1. &lt;/SPAN&gt;&lt;BR /&gt;&lt;BR /&gt;&lt;SPAN&gt;Your thoughts?&lt;/SPAN&gt;&lt;/BODY&gt;&lt;/HTML&gt;</description>
      <pubDate>Thu, 03 Jul 2014 14:50:36 GMT</pubDate>
      <guid>https://community.esri.com/t5/data-management-questions/arcsde-9-1-to-arcsde-10-1-documented-differences/m-p/320990#M18371</guid>
      <dc:creator>JenniferDick</dc:creator>
      <dc:date>2014-07-03T14:50:36Z</dc:date>
    </item>
    <item>
      <title>Re: ArcSDE 9.1 to ArcSDE 10.1 Documented Differences</title>
      <link>https://community.esri.com/t5/data-management-questions/arcsde-9-1-to-arcsde-10-1-documented-differences/m-p/320991#M18372</link>
      <description>&lt;HTML&gt;&lt;HEAD&gt;&lt;/HEAD&gt;&lt;BODY&gt;&lt;SPAN&gt;As Vince mentioned there is no direct mechanism for a 10.1 client to connect to a 9.1 enterprise geodatabase. You at least would need to go to a 9.3.x release first then to 10.1 or newer.&lt;/SPAN&gt;&lt;BR /&gt;&lt;BR /&gt;&lt;SPAN&gt;Client and Geodatabase compatibility.&lt;/SPAN&gt;&lt;BR /&gt;&lt;A href="http://resources.arcgis.com/en/help/main/10.1/index.html#//003n00000008000000"&gt;http://resources.arcgis.com/en/help/main/10.1/index.html#//003n00000008000000&lt;/A&gt;&lt;SPAN&gt; &lt;/SPAN&gt;&lt;BR /&gt;&lt;BR /&gt;&lt;SPAN&gt;You would also need to make sure that you have a supported RDBMS version for each database transition.&lt;/SPAN&gt;&lt;BR /&gt;&lt;BR /&gt;&lt;SPAN&gt;9.3.x - Oracle Requirements: &lt;/SPAN&gt;&lt;A href="http://downloads.esri.com/support/systemrequirements/arcsde_oracle_database_requirements.pdf"&gt;http://downloads.esri.com/support/systemrequirements/arcsde_oracle_database_requirements.pdf&lt;/A&gt;&lt;SPAN&gt; &lt;/SPAN&gt;&lt;BR /&gt;&lt;SPAN&gt;10.1 - Oracle Requirements: &lt;/SPAN&gt;&lt;A href="http://resources.arcgis.com/en/help/system-requirements/10.1/#/Oracle_Database_Requirements/01510000006s000000/"&gt;http://resources.arcgis.com/en/help/system-requirements/10.1/#/Oracle_Database_Requirements/01510000006s000000/&lt;/A&gt;&lt;SPAN&gt; &lt;/SPAN&gt;&lt;BR /&gt;&lt;BR /&gt;&lt;SPAN&gt;Hope some of this clears up any confusion.&lt;/SPAN&gt;&lt;BR /&gt;&lt;BR /&gt;&lt;SPAN&gt;-George&lt;/SPAN&gt;&lt;/BODY&gt;&lt;/HTML&gt;</description>
      <pubDate>Thu, 03 Jul 2014 14:57:34 GMT</pubDate>
      <guid>https://community.esri.com/t5/data-management-questions/arcsde-9-1-to-arcsde-10-1-documented-differences/m-p/320991#M18372</guid>
      <dc:creator>George_Thompson</dc:creator>
      <dc:date>2014-07-03T14:57:34Z</dc:date>
    </item>
    <item>
      <title>Re: ArcSDE 9.1 to ArcSDE 10.1 Documented Differences</title>
      <link>https://community.esri.com/t5/data-management-questions/arcsde-9-1-to-arcsde-10-1-documented-differences/m-p/320992#M18373</link>
      <description>&lt;HTML&gt;&lt;HEAD&gt;&lt;/HEAD&gt;&lt;BODY&gt;&lt;SPAN&gt;Thanks George, appreciate the feedback. I'll have to follow up with my developers on this.&lt;/SPAN&gt;&lt;/BODY&gt;&lt;/HTML&gt;</description>
      <pubDate>Thu, 03 Jul 2014 15:02:07 GMT</pubDate>
      <guid>https://community.esri.com/t5/data-management-questions/arcsde-9-1-to-arcsde-10-1-documented-differences/m-p/320992#M18373</guid>
      <dc:creator>JenniferDick</dc:creator>
      <dc:date>2014-07-03T15:02:07Z</dc:date>
    </item>
    <item>
      <title>Re: ArcSDE 9.1 to ArcSDE 10.1 Documented Differences</title>
      <link>https://community.esri.com/t5/data-management-questions/arcsde-9-1-to-arcsde-10-1-documented-differences/m-p/320993#M18374</link>
      <description>&lt;HTML&gt;&lt;HEAD&gt;&lt;/HEAD&gt;&lt;BODY&gt;&lt;SPAN&gt;Looking for a way to test and make sure that an upgrade to ArcSDE 9.1 to a supported version and then to 10.1 happened correctly and that no spatial integrity was lost. &lt;/SPAN&gt;&lt;BR /&gt;&lt;BR /&gt;&lt;SPAN&gt;Any best practices out there that someone could offer? What should I be look for other then, 32 to 53 bit comparisons, etc. &lt;/SPAN&gt;&lt;BR /&gt;&lt;BR /&gt;&lt;SPAN&gt;Thanks&lt;/SPAN&gt;&lt;BR /&gt;&lt;SPAN&gt;Jennifer&lt;/SPAN&gt;&lt;/BODY&gt;&lt;/HTML&gt;</description>
      <pubDate>Thu, 03 Jul 2014 20:34:18 GMT</pubDate>
      <guid>https://community.esri.com/t5/data-management-questions/arcsde-9-1-to-arcsde-10-1-documented-differences/m-p/320993#M18374</guid>
      <dc:creator>JenniferDick</dc:creator>
      <dc:date>2014-07-03T20:34:18Z</dc:date>
    </item>
    <item>
      <title>Re: ArcSDE 9.1 to ArcSDE 10.1 Documented Differences</title>
      <link>https://community.esri.com/t5/data-management-questions/arcsde-9-1-to-arcsde-10-1-documented-differences/m-p/320994#M18375</link>
      <description>&lt;HTML&gt;&lt;HEAD&gt;&lt;/HEAD&gt;&lt;BODY&gt;&lt;SPAN&gt;The 'sdequery' utility of &lt;/SPAN&gt;&lt;A href="ftp://ftp.esri.com/pub/staff/vangelo/se_toolkit/index.html"&gt;se_toolkit&lt;/A&gt;&lt;SPAN&gt; has a hidden "+DIGEST" option which was &lt;/SPAN&gt;&lt;BR /&gt;&lt;SPAN&gt;created to generate row-level checksums in tables within ArcSDE geodatabases.&amp;nbsp;&amp;nbsp; &lt;/SPAN&gt;&lt;BR /&gt;&lt;SPAN&gt;The trick is locating a key column which isn't an SDE-set registered rowid, but&lt;/SPAN&gt;&lt;BR /&gt;&lt;SPAN&gt;is otherwise unique across the table.&amp;nbsp; I successfully used this to detect a situation&lt;/SPAN&gt;&lt;BR /&gt;&lt;SPAN&gt;where UTF-8 string data was corrupted by a character set issue n Oracle (comparing&lt;/SPAN&gt;&lt;BR /&gt;&lt;SPAN&gt;10,000 pairs of small ASCII files is way easier than comparing 10,000 pairs of tables).&lt;/SPAN&gt;&lt;BR /&gt;&lt;BR /&gt;&lt;SPAN&gt;- V&lt;/SPAN&gt;&lt;/BODY&gt;&lt;/HTML&gt;</description>
      <pubDate>Thu, 03 Jul 2014 20:57:55 GMT</pubDate>
      <guid>https://community.esri.com/t5/data-management-questions/arcsde-9-1-to-arcsde-10-1-documented-differences/m-p/320994#M18375</guid>
      <dc:creator>VinceAngelo</dc:creator>
      <dc:date>2014-07-03T20:57:55Z</dc:date>
    </item>
    <item>
      <title>Re: ArcSDE 9.1 to ArcSDE 10.1 Documented Differences</title>
      <link>https://community.esri.com/t5/data-management-questions/arcsde-9-1-to-arcsde-10-1-documented-differences/m-p/320995#M18376</link>
      <description>&lt;HTML&gt;&lt;HEAD&gt;&lt;/HEAD&gt;&lt;BODY&gt;&lt;P&gt;Hi Vince,&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;I'm not sure what you mean by 'sdequery' though I'll pass this information by my developers. Appreciate the help. So will the 'sdequery' help determine if the upgrade was successful when confirming that the data went from single to double precision?&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;I'm trying to find from an analyst perspective what is the best method to test the migration of data to make sure that nothing was lost in the upgrade.&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;Your thoughts?&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;Thanks&lt;/P&gt;&lt;P&gt;Jennifer&amp;nbsp; &lt;/P&gt;&lt;/BODY&gt;&lt;/HTML&gt;</description>
      <pubDate>Tue, 08 Jul 2014 13:39:08 GMT</pubDate>
      <guid>https://community.esri.com/t5/data-management-questions/arcsde-9-1-to-arcsde-10-1-documented-differences/m-p/320995#M18376</guid>
      <dc:creator>JenniferDick</dc:creator>
      <dc:date>2014-07-08T13:39:08Z</dc:date>
    </item>
    <item>
      <title>Re: ArcSDE 9.1 to ArcSDE 10.1 Documented Differences</title>
      <link>https://community.esri.com/t5/data-management-questions/arcsde-9-1-to-arcsde-10-1-documented-differences/m-p/320996#M18377</link>
      <description>&lt;HTML&gt;&lt;HEAD&gt;&lt;/HEAD&gt;&lt;BODY&gt;&lt;P&gt;'sdequery' is a custom command-line utility available within the &lt;EM&gt;se_toolkit&lt;/EM&gt; suite (the &lt;A href="ftp://ftp.esri.com/pub/staff/vangelo/se_toolkit/index.html"&gt;link&lt;/A&gt;&lt;/P&gt;&lt;P&gt;for which was&amp;nbsp; broken during transition).&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;I think you're mis-understanding the significance of a HIGH-precision coordinate reference.&lt;/P&gt;&lt;P&gt;There is no "single to double precision" conversion.&amp;nbsp; ArcSDE has always represented&lt;/P&gt;&lt;P&gt;coordinate data in double precision, and that has not changed.&amp;nbsp; The only change is that&lt;BR /&gt;previously, when coordinates were encoded in 32-bit integers (31 bits), now they are&lt;/P&gt;&lt;P&gt;encoded in 64-bit integers (54 bits [the size of a double mantissa]).&amp;nbsp; This does not change&lt;/P&gt;&lt;P&gt;the precision of the data, since increasing available bits does not improve accuracy.&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;The only way to test if anything was lost is to do a rigorous regression test.&amp;nbsp; One way&lt;/P&gt;&lt;P&gt;to do that would be to query each table (source and destination) with&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;sdequery -t tabname +DIGEST tabname.dig,KEY=keycol -N&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;The trick here is that you need a non-OBJECTID key column in each table.&amp;nbsp; If you&lt;/P&gt;&lt;P&gt;preserve the objectid as 'origid' and eliminate the new rowid column from the column&lt;BR /&gt;list (-C flag) you could validate the row content, but only for simple feature classes --&lt;BR /&gt;ArcSDE API apps will not honor (or even see) relationship classes or feature datasets&lt;BR /&gt;or other ArcObjects behaviors. &lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;In order to compare geometries between instances, you would need to utilize a&lt;/P&gt;&lt;P&gt;coordinate reference XYSCALE that was an even multiple of the previous scale&lt;/P&gt;&lt;P&gt;(if the old xyscale was 1000000, use 10000000 or 40000000, not 1111948722.22&lt;/P&gt;&lt;P&gt;or whatever the odd-ball value is used by default by Desktop), since the tiny &lt;BR /&gt;variance of division by xyscale will alter the double geometry extent (used by&lt;/P&gt;&lt;P&gt;the default PARTIAL comparison).&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;- V&lt;/P&gt;&lt;/BODY&gt;&lt;/HTML&gt;</description>
      <pubDate>Tue, 08 Jul 2014 15:46:45 GMT</pubDate>
      <guid>https://community.esri.com/t5/data-management-questions/arcsde-9-1-to-arcsde-10-1-documented-differences/m-p/320996#M18377</guid>
      <dc:creator>VinceAngelo</dc:creator>
      <dc:date>2014-07-08T15:46:45Z</dc:date>
    </item>
    <item>
      <title>Re: ArcSDE 9.1 to ArcSDE 10.1 Documented Differences</title>
      <link>https://community.esri.com/t5/data-management-questions/arcsde-9-1-to-arcsde-10-1-documented-differences/m-p/320997#M18378</link>
      <description>&lt;HTML&gt;&lt;HEAD&gt;&lt;/HEAD&gt;&lt;BODY&gt;&lt;P&gt;Thanks Vince,&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;Right, the precision coordinate value doesn't increase accuracy it simple provides a higher resolution of the coordinate grid. So features can be as close a nanometers instead, previously I believe it was 2 cm. &lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;So recommended testing steps moving forward then would be to utilize the sdequery utility to test to 9.1 tables and the 10.1 tables using the query you noted above. All we would be testing is simple feature classes, non of them participate in relationships, etc. Question on the non-OBJECTID key, would be put in this non-OBJECTID column manually before the transfer to 10.1? I see where you are going with this.....&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;On the coordinate reference scale side of things....where would we put in this multiplier?&amp;nbsp; &lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;Appreciate this help Vince &lt;/P&gt;&lt;/BODY&gt;&lt;/HTML&gt;</description>
      <pubDate>Tue, 08 Jul 2014 16:11:19 GMT</pubDate>
      <guid>https://community.esri.com/t5/data-management-questions/arcsde-9-1-to-arcsde-10-1-documented-differences/m-p/320997#M18378</guid>
      <dc:creator>JenniferDick</dc:creator>
      <dc:date>2014-07-08T16:11:19Z</dc:date>
    </item>
    <item>
      <title>Re: ArcSDE 9.1 to ArcSDE 10.1 Documented Differences</title>
      <link>https://community.esri.com/t5/data-management-questions/arcsde-9-1-to-arcsde-10-1-documented-differences/m-p/320998#M18379</link>
      <description>&lt;HTML&gt;&lt;HEAD&gt;&lt;/HEAD&gt;&lt;BODY&gt;&lt;BLOCKQUOTE&gt;&lt;TABLE border="1"&gt;&lt;TBODY&gt;&lt;TR&gt;&lt;TD&gt;
&lt;P&gt;Right, the precision coordinate value doesn't increase accuracy it simple provides a higher resolution of the coordinate grid. So features can be as close a nanometers instead, previously I believe it was 2 cm.&lt;/P&gt;
&lt;/TD&gt;&lt;/TR&gt;&lt;/TBODY&gt;&lt;/TABLE&gt;&lt;/BLOCKQUOTE&gt;&lt;P&gt;Precision is somewhat arbitrary -- I could store sub-nanometer data in 9.1 if I wanted, but I didn't want to.&lt;/P&gt;&lt;P&gt;In fact, you get significantly better performance if you &lt;EM&gt;&lt;STRONG&gt;don't&lt;/STRONG&gt;&lt;/EM&gt; use the default sub-millimeter precision&lt;/P&gt;&lt;P&gt;(a smaller xyscale is also a smaller delta between vertices, and therefore compresses better, reducing&lt;/P&gt;&lt;P&gt;storage size and improving performance).&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;BLOCKQUOTE&gt;&lt;TABLE border="1"&gt;&lt;TBODY&gt;&lt;TR&gt;&lt;TD&gt;
&lt;P&gt;So recommended testing steps moving forward then would be to utilize the sdequery utility to test to 9.1 tables and the 10.1 tables using the query you noted above. All we would be testing is simple feature classes, non of them participate in relationships, etc. &lt;/P&gt;
&lt;/TD&gt;&lt;/TR&gt;&lt;/TBODY&gt;&lt;/TABLE&gt;&lt;/BLOCKQUOTE&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;I hesitate to call this a "recommended" procedure, since it is unsupported software, but for simple data&lt;/P&gt;&lt;P&gt;transition, the 'sdequery' utility (with the CTL option to fashion a control file for import), combined with&lt;/P&gt;&lt;P&gt;the 'asc2sde' utility can quickly and efficiently load all your data.&amp;nbsp; You can also use it to control the&lt;/P&gt;&lt;P&gt;resulting coordinate reference parameters, column renaming, column addition, and STRING/NSTRING&lt;/P&gt;&lt;P&gt;transition.&amp;nbsp; The problem is learning to use a new suite of tools (and their quirks), just for transition (new&lt;/P&gt;&lt;P&gt;tools that are now deprecated, since they won't be available at 10.3).&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;BLOCKQUOTE&gt;&lt;TABLE border="1"&gt;&lt;TBODY&gt;&lt;TR&gt;&lt;TD&gt;&lt;SPAN&gt;Question on the non-OBJECTID key, would be put in this non-OBJECTID column manually before the transfer to 10.1? I see where you are going with this.....&lt;/SPAN&gt;&lt;/TD&gt;&lt;/TR&gt;&lt;/TBODY&gt;&lt;/TABLE&gt;&lt;/BLOCKQUOTE&gt;&lt;P&gt; &lt;/P&gt;&lt;P&gt;&lt;SPAN&gt;Actually, you can retain the old ID if you use a USER-set rowid at first, then alter it to SDE-set (which&lt;/SPAN&gt;&lt;/P&gt;&lt;P&gt;&lt;SPAN&gt;ArcGIS requires), or you can rename the input column and construct a new OBJECTID on the fly.&lt;/SPAN&gt;&lt;/P&gt;&lt;P&gt;&lt;SPAN&gt;In the asc2sde control file, this would look like:&lt;/SPAN&gt;&lt;/P&gt;&lt;P&gt; &lt;/P&gt;&lt;PRE __default_attr="plain" __jive_macro_name="code" class="jive_macro_code _jivemacro_uid_14048377840104809 jive_text_macro" jivemacro_uid="_14048377840104809" modifiedtitle="true"&gt;
&lt;P&gt;&lt;SPAN&gt;OBJECTID&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp; Sequence()&amp;nbsp;&amp;nbsp;&amp;nbsp; -&amp;nbsp; 10&amp;nbsp; N&lt;/SPAN&gt;&lt;/P&gt;
&lt;P&gt;&lt;SPAN&gt;ORIGID&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp; Int32&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp; -&amp;nbsp; 10&amp;nbsp; Y&lt;/SPAN&gt;&lt;/P&gt;
&lt;/PRE&gt;&lt;P&gt; &lt;/P&gt;&lt;P&gt;&lt;SPAN&gt;I didn't even mention spatial defragmentation, which intentionally reorders data for optimal spatial&lt;/SPAN&gt;&lt;/P&gt;&lt;P&gt;&lt;SPAN&gt;query performance (and would therefore hose OBJECTIDs).&lt;/SPAN&gt;&lt;/P&gt;&lt;BLOCKQUOTE&gt;&lt;TABLE border="1"&gt;&lt;TBODY&gt;&lt;TR&gt;&lt;TD&gt;
&lt;P&gt;On the coordinate reference scale side of things....where would we put in this multiplier?&lt;/P&gt;
&lt;/TD&gt;&lt;/TR&gt;&lt;/TBODY&gt;&lt;/TABLE&gt;&lt;/BLOCKQUOTE&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;You wouldn't.&amp;nbsp; In fact, Desktop makes it very difficult to use your own preferred coordref.&amp;nbsp; But if you're&lt;/P&gt;&lt;P&gt;using 'asc2sde' to load, you could just change the COORDREF_XY from "-210,-120,1000000" to&lt;/P&gt;&lt;P&gt;"-400,-400,10000000" to cut 11cm precision to 1.1cm with more elbow room.&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;- V&lt;/P&gt;&lt;/BODY&gt;&lt;/HTML&gt;</description>
      <pubDate>Tue, 08 Jul 2014 16:44:17 GMT</pubDate>
      <guid>https://community.esri.com/t5/data-management-questions/arcsde-9-1-to-arcsde-10-1-documented-differences/m-p/320998#M18379</guid>
      <dc:creator>VinceAngelo</dc:creator>
      <dc:date>2014-07-08T16:44:17Z</dc:date>
    </item>
    <item>
      <title>Re: ArcSDE 9.1 to ArcSDE 10.1 Documented Differences</title>
      <link>https://community.esri.com/t5/data-management-questions/arcsde-9-1-to-arcsde-10-1-documented-differences/m-p/320999#M18380</link>
      <description>&lt;HTML&gt;&lt;HEAD&gt;&lt;/HEAD&gt;&lt;BODY&gt;&lt;P&gt;Thanks Vince appreciate the help, if I come across any more questions I'll send you a message. &lt;/P&gt;&lt;/BODY&gt;&lt;/HTML&gt;</description>
      <pubDate>Tue, 08 Jul 2014 17:34:54 GMT</pubDate>
      <guid>https://community.esri.com/t5/data-management-questions/arcsde-9-1-to-arcsde-10-1-documented-differences/m-p/320999#M18380</guid>
      <dc:creator>JenniferDick</dc:creator>
      <dc:date>2014-07-08T17:34:54Z</dc:date>
    </item>
    <item>
      <title>Re: ArcSDE 9.1 to ArcSDE 10.1 Documented Differences</title>
      <link>https://community.esri.com/t5/data-management-questions/arcsde-9-1-to-arcsde-10-1-documented-differences/m-p/321000#M18381</link>
      <description>&lt;HTML&gt;&lt;HEAD&gt;&lt;/HEAD&gt;&lt;BODY&gt;&lt;P&gt;In theory, you should be able to use a modern 'se_toolkit' build against a 9.1 instance&lt;/P&gt;&lt;P&gt;(via an application server connection), but I haven't tested that.&amp;nbsp; My build environment&lt;/P&gt;&lt;P&gt;no longer includes 9.1 developer libraries, but if it becomes an issue, I can make a&lt;/P&gt;&lt;P&gt;one-off build (albeit on an modern OS).&amp;nbsp; Join the new "se-toolkitters" group for&lt;/P&gt;&lt;P&gt;announcements on new builds.&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;- V&lt;/P&gt;&lt;/BODY&gt;&lt;/HTML&gt;</description>
      <pubDate>Tue, 08 Jul 2014 20:00:28 GMT</pubDate>
      <guid>https://community.esri.com/t5/data-management-questions/arcsde-9-1-to-arcsde-10-1-documented-differences/m-p/321000#M18381</guid>
      <dc:creator>VinceAngelo</dc:creator>
      <dc:date>2014-07-08T20:00:28Z</dc:date>
    </item>
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