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Specific Water Well Detail |
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| Location Info | |||
| Owner: KDHE BER | Status: Constructed | ||
| Location: T34S, R17E, Sec. 18, NW NE NW NE | County: Montgomery | ||
| Directions: from E St and Old U.S. Hwy 169, 585 feet S and 60 feet W, Coffeyville | |||
| Latitude: 37.0932777 | Longitude: -95.5859825 | Datum NAD 27 | |
| Latitude: 37.09328 | Longitude: -95.58624 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.09328 | GPS Longitude: -95.58624 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 31 ft. | Elevation: 736.89 ft. | |
| Static Water Level: 7.25 ft. | Est. Yield: gpm. | |
| Comp. Date: 28-Apr-2021 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 22 | |
| 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: 17 ft. | ||
| Bore hole diameter: 8.25 inches to 31 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 2 in. to 21 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: 21 ft to 31 ft | |
| Gravel pack intervals | From: 19 ft to 31 ft | |
| Grout Info | ||
| Grout used: | From: 1 to 19 ft | |
| Source of Possible Contamination | ||
| Source: Multi-source solvent plume | ||
| Direction from well: Within plume | Distance: 0 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 3.5 ft. | top soil, dark brown | |
| From: 3.5 ft. to 25 ft. | clay, gray brown to light tan, silty to sandy | |
| From: 25 ft. to 27.5 ft. | gravel | |
| From: 27.5 ft. to 31 ft. | shale | |