Tennessee Gas Pipeline Monitoring Report, Electric Generation Transportation Project (Elgen), Segment 5S, Compressor Station 245, Herkimer County PDF Download
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Author: Christopher D. Hohman
Publisher:
ISBN:
Category : Archaeological surveying
Languages : en
Pages :
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Book Description
Project area located in town of Winfield, Herkimer County, New York. Monitoring Report. Subsurface construction monitoring of Compressor Station 245 recommended in PAF Report no.237. Survey methods: visual examination of construction excavation. No prehistoric or historic sites identified. Artifacts: no cultural materials recovered. Recommendations: project will not adversely affect any significant cultural resources. This report includes two maps, three photographs.
Author: Christopher D. Hohman
Publisher:
ISBN:
Category : Archaeological surveying
Languages : en
Pages :
Get Book Here
Book Description
Project area located in town of Winfield, Herkimer County, New York. Monitoring Report. Subsurface construction monitoring of Compressor Station 245 recommended in PAF Report no.237. Survey methods: visual examination of construction excavation. No prehistoric or historic sites identified. Artifacts: no cultural materials recovered. Recommendations: project will not adversely affect any significant cultural resources. This report includes two maps, three photographs.
Author:
Publisher:
ISBN:
Category : Natural gas
Languages : en
Pages : 764
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Book Description
Author:
Publisher:
ISBN:
Category : Gas manufacture and works
Languages : en
Pages : 188
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Book Description
Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 594
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Book Description
Author: Lon E. Bulgrin
Publisher:
ISBN:
Category : Albany County (N.Y.)
Languages : en
Pages :
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Book Description
This report includes five maps, twelve pages of shovel test pit data, artifact catalog, twelve photographs, curriculum vita of one field investigator.
Author: Christopher D. Hohman
Publisher:
ISBN:
Category : Archaeological surveying
Languages : en
Pages :
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Book Description
Recommendations: Stage 1B shovel test pits should be at close intervals in areas of predicted high probability, should not exceed 30 meters in areas of predicted medium probability, need not be dug in remainder of project areas.
