<_x0034_01058207>

401058207 19 2016-06-03T16:24:57.937-06:00 10608 BNN WESTERN LLC

370 VAN GORDON STREET

LAKEWOOD CO 80228 Craig Meis 303 7633442 970 2613567 Craig Meis VP EHS 2016-06-03T16:24:57.937-06:00 2016-06-03T16:24:57.907-06:00 445914 in process ericgopsill 2016-06-03T15:06:29-06:00 ericgopsill craig.meis@tallgrassenergylp.com 0.00000 craig.meis@tallgrassenergylp.com ericgopsill ericgopsill 2016-06-03T16:24:55.203-06:00 401055265 401058207 ALLISON, RICK 2016-05-25T00:00:00-06:00 OTHER WELD NWSE 26 10N 58W 6 Y NON-CROP LAND Cloudy 70s 0 0 Broken pipe fitting inside pump building caused spill to occur. Some produced water exited the building via the doorways and was absorbed in the soils adjacent the building doorways. 159961 401055265 true 2016-05-25T00:00:00-06:00 40.808724 -103.831993 FEE Timbro Ranch and Cattle Co. LLC 0 0 0 false <_x0032_7_approved>false S false 0 0 >=100 0 0 true true false true false 0 2016-05-27T12:52:27.733-06:00 401058207 401058207 FORM 19 SUBMITTED 401058207.pdf 401058207 401058253 SITE MAP BNN Razor Map.pdf 701909 401058207 401058254 OTHER Figure 2 Permitted Water Wells Map.pdf 474866 401058207 1 2016-06-03T00:00:00-06:00 0 0 true false false false false false false Visual observation of extent from surface impact of soils. See site figure attached of extent of impact. The site bedrock geology consists of the Tertiary White River Group, including the Slim Buttes Formation, Chamberlain Pass Formation, and Chadron Formation of the Eocene age and the Brule Formation of the Oligocene age. The White River Group consists of white, pink, light-green, and light-brown to maroon bentonite, claystone, siltstone, tuffaceous fine-grained sandstone, and local silicified carbonate lenses. The basal portion consists of poorly cemented, white, coarse-grained arkose and conglomerate. The Chamberlain Pass Formation consists of pale olive to pale red mottled mudstone containing white, cross-bedded channel sandstone with basal conglomerate. 38 4 100 1000 All four "water wells" indicated above are permitted groundwater monitoring wells that were installed by a consultant for Whiting to monitor this site. The wells were completed to 40 feet bgs and have static water levels reported at 38 feet bgs. Impacted soils were excavated and stockpiled on site awaiting transportion to Ault landfill for disposal. Closure confirmation samples were collected from excavated area and submitted for analysis. 0 0 0 0 225 185 0 0 0 0 false false 0 0 false false false false false false false true true false true true Thread was being aborted.