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Specific Water Well Detail |
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| Location Info | |||
| Owner: U.S. Army Corps. Engineers | Status: Constructed | ||
| Location: T18S, R3W, Sec. 22, NW NE NW NW | County: McPherson | ||
| Directions: from Pueblo Rd and 15th Rd, 950 feet E then go south | |||
| Latitude: 38.4775886 | Longitude: -97.6448208 | Datum NAD 27 | |
| Latitude: 38.477597 | Longitude: -97.645143 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.477597 | GPS Longitude: -97.645143 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 60.6 ft. | Elevation: ft. | |
| Static Water Level: 10.04 ft. | Est. Yield: gpm. | |
| Comp. Date: 15-Apr-2021 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: 70A | |
| Driller Info | ||
| Driller: Environmental Works, Inc. | License #: 753 | |
| 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: 10 ft. | ||
| Bore hole diameter: 6 inches to 64 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 2 in. to 40.3 ft | |
| Casing height above land surface: 0 in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Continuous slot | |
| Screen-perforated intervals | From: 40.3 ft to 60.3 ft | |
| Gravel pack intervals | From: 36.5 ft to 62.5 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 36 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 1 ft. | fill | |
| From: 1 ft. to 64 ft. | clay, brown | |