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Wells Operated by Various Companies    

This is a report on our examination of a number of gas wells in Putnam and Kanawha counties. The wells in this section were viewed in 2008 and 2009 and are operated by several different companies.

The Home Page for the Study

The Home Page for the 2011 Study

Four Wells in the Kanawha State Forest

Three Wells with Surface Contamination

Three Well with Inadequate Secondary Containment

A Vertical Marcellus Well

Condensate Tank Overflow

The Home Page for the 2010 Study

The Home Page for the 2009 Study

Putnam County
Poca River Road
583
731
1492
595
615
743
775
746
739

Spanish Oak Road
232
Putnam B-85

Long Road
298

Kanawha County
Dry Branch

5999
1266

Harmon's Creek
2026
5714

Environmental Assessment
Putnam County
1492 & 731

Kanawha County
2026

5714

The Home Page for the 2008 Study

Putnam County
Long Road Group
1288
1215
1178
1299
702
No API #1
No API #2
No API #3
1155
No API #4
No API #5

River Road Group
735
601
570

King Cemetery Group
1200
274
404

Kanawha County
2026
5714

No API number -- Putnam B-85

This is a new well site just east of 47-079-00232 on Spanish Oak Road which is off Heizer Creek Road. We have been unable to determine the API number for this well.

We were told by a neighbor that the company finished preparing the site and then left it as it is in fall 2008.

The well access road is quite steep -- 30% grade. It is graveled until just short of the top where it enters the pad. The side ditch is quite deep with berms and two culverts. The culverts were almost plugged with sediment and at the lower berm it looked like water had washed over it. The culverts appear to be too small and too few for this location and because of the severe grade the ditch should be armored with gravel.

The site had been seeded but the pad itself showed almost no germination when George viewed it in February 2009. He saw short silt fences in two locations. One was at the pad, at the end of the ditch at the toe of the cut slope. The other silt fence was at the bottom of the hill and road's ditch, above the creek.

This company's well sites have a pad of about 100 by 200 feet with a "thumb" sticking out at one 100 foot wide end. Trees are cut at some sites but stumps are left. We still don't understand the purpose of this clearing. The two permit applications we've examined by this company show a pit separate from the pad but we believe the company constructs the pit on the pad. This site had no pit nor a cleared area off the pad for a pit.

     This company has locked gates on their newest site entrances with barbed wire on the sides to keep out ATV traffic.
   
 

The access road goes straight up the hillside (30% slope) from Spanish Oak Road. A truck is barely visible on Spanish Oak Road in the center of the photograph and the dark spot below it is our ATV.

The deep ditch is to the left.

      
  There were two culverts for drainage of the deep ditch, each backed with a berm to divert water into the culvert. Both culverts were nearly plugged. This is the upper culvert.
   
  The lower culvert was almost entirely plugged and water had washed up over the berm here since it had nowhere else to go. The black object in the upper right-hand corner is scrap plastic culvert.
   
  The access road is graveled until about 50 feet from the edge of the pad. Because there is no gravel it is deeply rutted here.
   
  This photo was taken at the "thumb" end of the pad looking toward the entrance on the other side of the pad. Cut slope is to the right. The cut slope has two grades, steeper (about 2:1) at the bottom and more gradual (1:1) up the hillside.
   
  The steepest part of the cut slope has started to collapse toward the pad.
   
  This is the "thumb" part of the pad, roughly cleared and mulched.
   
  Looking down the cut slope the stacks of timber, stumps, and branches form the perimeter as a sediment barrier. Between the barrier and the toe of the slope is a level area. The toe of the slope is supported by a built up bench (lower third of photo).
     
  The collapsing cut slope has filled the ditch at its base.
   
 

The ditch at the base of the cut slope takes water from the slope diverting it from the pad. There was an extremely short (in our opinion too short) length of silt fence as sediment control at the drain end of the ditch.

Stacked, cut timber is to the upper right in photo.

   
  This is the location of the well. When originally surveyed, this location was on the hillside. After the cut and construction of the pad, the well needed to be resurveyed to be in the exact location (but lower in altitude).
     
 

To help relocate the well position, two trees at the outer edge of the pad clearing were tagged and marked. Bearing and distance was recorded from each tree to the well during the original survey.

When the well was surveyed on our property we were told that the clearing would be about 150 by 250 feet and that the tagged trees were outside of the clearing. On this site the two tagged trees were well within the cleared area and one of the trees had been cut so just its stump remained.

     
  We've seen orange plastic cord at other recently drilled sites. At this site we realized it came from the bales of straw used for mulch.
     
  This is the well site seen from the opposite ridge. The dark band bisecting the two green areas is the steep portion of the cut slope. The lower band of green is the fill slope and the upper band of green is the less steep portion of the cut slope. The cleared area is quite large (much larger than 150 by 250 feet).

 

 

 

   

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