| Agency | Form: (02)
1715107
07/20/2009 | <style type="text/css">
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<p><span class="Normal">test</span></p>
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| Agency | Form: (02)
1715107
07/20/2009 | <style type="text/css">
p {margin:0px 0px 0px 2px;}
ul {margin-top:2px;margin-bottom:2px;}
ol {margin-top:2px;margin-bottom:2px;}
H1 {font-family:Arial;font-size:28px;text-align:Left;vertical-align:Middle;color:#000000;font-weight:bold;}
H2 {font-family:Arial;font-size:24px;text-align:Left;vertical-align:Middle;color:#000000;font-weight:bold;}
H3 {font-family:Arial;font-size:18px;text-align:Left;vertical-align:Middle;color:#000000;font-weight:bold;}
.Normal {font-family:Arial;font-size:14px;text-align:Left;vertical-align:Middle;color:#000000;}
.TableDefault {border-collapse:collapse;border:1px solid #000000;}
.TableDefault th {padding:2px;vertical-align:top;text-align:left;border:1px solid #000000;}
.TableDefault td {padding:2px;vertical-align:top;text-align:left;border:1px solid #000000;}
</style>
<p><span class="Normal">test</span></p>
|
| Agency | Form: (02)
1715107
07/20/2009 | <style type="text/css">
p {margin:0px 0px 0px 2px;}
ul {margin-top:2px;margin-bottom:2px;}
ol {margin-top:2px;margin-bottom:2px;}
H1 {font-family:Arial;font-size:28px;text-align:Left;vertical-align:Middle;color:#000000;font-weight:bold;}
H2 {font-family:Arial;font-size:24px;text-align:Left;vertical-align:Middle;color:#000000;font-weight:bold;}
H3 {font-family:Arial;font-size:18px;text-align:Left;vertical-align:Middle;color:#000000;font-weight:bold;}
.Normal {font-family:Arial;font-size:14px;text-align:Left;vertical-align:Middle;color:#000000;}
.TableDefault {border-collapse:collapse;border:1px solid #000000;}
.TableDefault th {padding:2px;vertical-align:top;text-align:left;border:1px solid #000000;}
.TableDefault td {padding:2px;vertical-align:top;text-align:left;border:1px solid #000000;}
</style>
<p><span class="Normal">aaa</span></p>
|
| Agency | Form: (02)
1715107
07/20/2009 | <style type="text/css">
p {margin:0px 0px 0px 2px;}
ul {margin-top:2px;margin-bottom:2px;}
ol {margin-top:2px;margin-bottom:2px;}
H1 {font-family:Arial;font-size:28px;text-align:Left;vertical-align:Middle;color:#000000;font-weight:bold;}
H2 {font-family:Arial;font-size:24px;text-align:Left;vertical-align:Middle;color:#000000;font-weight:bold;}
H3 {font-family:Arial;font-size:18px;text-align:Left;vertical-align:Middle;color:#000000;font-weight:bold;}
.Normal {font-family:Arial;font-size:14px;text-align:Left;vertical-align:Middle;color:#000000;}
.Custom0 {font-family:Arial;font-size:14px;text-align:Left;vertical-align:Middle;color:#000000;font-weight:bold;}
.TableDefault {border-collapse:collapse;border:1px solid #000000;}
.TableDefault th {padding:2px;vertical-align:top;text-align:left;border:1px solid #000000;}
.TableDefault td {padding:2px;vertical-align:top;text-align:left;border:1px solid #000000;}
</style>
<p><span class="Custom0">test</span></p>
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| Agency | Form: (02)
400021362
06/16/2010 | 1)COMPLIANCE WITH THE MOST CURRENT REVISION OF THE NORTHWEST COLORADO NOTIFICATION POLICY IS REQUIRED.
2)GARFIELD COUNTY RULISON FIELD NOTICE TO OPERATORS. NOTE: ALL NOTICES SHALL BE GIVEN VIA E-MAIL. SEE ATTACHED NOTICE
3)CEMENT TOP VERIFICATION BY CBL REQUIRED.
4)THE MOISTURE CONTENT OF ANY DRILL CUTTINGS IN A CUTTINGS PIT, TRENCH, OR PILE SHALL BE AS LOW AS PRACTICABLE TO PREVENT ACCUMULATION OF LIQUIDS GREATER THAN DE MINIMIS AMOUNTS. AT THE TIME OF CLOSURE, THE DRILL CUTTINGS MUST ALSO MEET THE APPLICABLE STANDARDS OF TABLE 910-1.
5)NO PORTION OF ANY PIT THAT WILL BE USED TO HOLD LIQUIDS SHALL BE CONSTRUCTED ON FILL MATERIAL, UNLESS THE PIT AND FILL SLOPE ARE DESIGNED AND CERTIFIED BY A PROFESSIONAL ENGINEER, SUBJECT TO REVIEW AND APPROVAL BY THE DIRECTOR PRIOR TO CONSTRUCTION OF THE PIT. THE CONSTRUCTION AND LINING OF THE PIT SHALL BE SUPERVISED BY A PROFESSIONAL ENGINEER OR THEIR AGENT. THE ENTIRE BASE OF THE PIT MUST BE IN CUT.
6)THE PROPOSED SURFACE CASING IS MORE THAN 50' BELOW THE DEPTH OF THE DEEPEST WATER WELL WITHIN 1MILE OF THE SURFACE LOCATION WHEN CORRECTED FOR ELEVATION DIFFERENCES. THE DEEPEST WATER WELL WITHIN 1 MILE IS 280 FEET DEEP.
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