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Specific Water Well Detail |
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| Location Info | |||
| Owner: KDHE | Status: Constructed | ||
| Location: T34S, R16E, Sec. 34, NE SW SE | County: Montgomery | ||
| Directions: 601 Lewark St, Coffeyville (C3-063-73091) | |||
| Latitude: 37.0387391 | Longitude: -95.6428112 | Datum NAD 27 | |
| Latitude: 37.03882 | Longitude: -95.64307 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.03882 | GPS Longitude: -95.64307 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 9 ft. | Elevation: 739 ft. | |
| Static Water Level: 3.96 ft. | Est. Yield: gpm. | |
| Comp. Date: 03-Nov-2022 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 9 | |
| Driller Info | ||
| Driller: Larsen & Associates | License #: 757 | |
| 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: ThermalPlastic
Casing Joints: Threaded |
Diam: 2 in. to 4 ft | |
| Casing height above land surface: -6.48 in
Casing Weight: lbs/ft Wall thickness or gauge no.: 0.154'' | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 4 ft to 9 ft | |
| Gravel pack intervals | From: 2.5 ft to 9 ft | |
| Grout Info | ||
| Grout used: | From: 0 to .5 ft
From: .5 to 2.5 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 1 ft. | coarse gravel | |
| From: 1 ft. to 3.5 ft. | silty clay, dark gray | |
| From: 3.5 ft. to 4 ft. | sandy shale, slightly weathered, greenish gray | |
| From: 4 ft. to 7 ft. | shale, moderately weathered, grayish brown | |
| From: 7 ft. to 9 ft. | shale, unweathered, gray, hard | |