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Specific Water Well Detail |
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| Location Info | |||
| Owner: EPME-PC | Status: Constructed | ||
| Location: T35S, R16E, Sec. 12, SE SE SW NW | County: Montgomery | ||
| Directions: 2602 S Walnut St, Coffeyville | |||
| Latitude: 37.0146098 | Longitude: -95.6159213 | Datum NAD 27 | |
| Latitude: 37.01469 | Longitude: -95.61618 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.01469 | GPS Longitude: -95.61618 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 20 ft. | Elevation: 725.56 ft. | |
| Static Water Level: 12.15 ft. | Est. Yield: gpm. | |
| Comp. Date: 20-Oct-2021 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 19 | |
| Driller Info | ||
| Driller: GSI Engineering, LLC | License #: 531 | |
| 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?: No
Water Well disinfected?: No | ||
| Ground water encountered: 20 ft. | ||
| Bore hole diameter: 8.25 inches to 20 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 2 in. to 5 ft | |
| Casing height above land surface: 0 in
Casing Weight: lbs/ft Wall thickness or gauge no.: 40 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 5 ft to 20 ft | |
| Gravel pack intervals | From: 3 ft to 20 ft | |
| Grout Info | ||
| Grout used: | From: 1 to 3 ft | |
| Source of Possible Contamination | ||
| Source: Fuel storage | ||
| Direction from well: Southeast | Distance: 45 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 1 ft. | top soil | |
| From: 1 ft. to 20 ft. | silty clay, brown to light brown | |