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Specific Water Well Detail |
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| Location Info | |||
| Owner: CHS United Plains Ag | Status: Constructed | ||
| Location: T13S, R40W, Sec. 27, SE SE SW | County: Wallace | ||
| Directions: NW corner of Hwy K27 and Nighthawk Rd, Sharon Springs | |||
| Latitude: 38.8879663 | Longitude: -101.7509478 | Datum NAD 27 | |
| Latitude: 38.8879755 | Longitude: -101.7513969 | Datum NAD 83 | |
| Longitude and latitude calculated by Survey from township-range-section-quarter calls. Only good to within the quarter call accuracy. | |||
| View well on interactive map | |||
| General Info | ||
| Well Depth: 29 ft. | Elevation: ft. | |
| Static Water Level: ft. | Est. Yield: gpm. | |
| Comp. Date: 16-Oct-2015 | Well Use: Environmental Remediation, Air Sparge | |
| DWR Applic. #: | Other ID: DAS 6 | |
| Driller Info | ||
| Driller: GeoCore, Inc. | License #: 527 | |
| Scanned Form | |
| View scan of this form in PDF format. | |
You will need the Acrobat PDF Reader, available free from Adobe, to read this file. | |
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Chemical Sample Submitted?:
Water Well disinfected?: | ||
| Casing Info | ||
| Casing Type:
Casing Joints: |
Diam: in. to ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: | Screen Openings: | |
| Screen-perforated intervals | From: ft to ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: to ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to .5 ft. | asphalt | |
| From: .5 ft. to 6 ft. | silty clay, brown | |
| From: 6 ft. to 10 ft. | silty to very silty, clay, brown | |
| From: 10 ft. to 20 ft. | slightly clayey silt, brown | |
| From: 20 ft. to 29 ft. | fine-coarse sand, very silty, gray | |