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Specific Water Well Detail |
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| Location Info | |||
| Owner: KDHE-BER | Status: Constructed | ||
| Location: T27S, R1E, Sec. 34, NW SE SW | County: Sedgwick | ||
| Directions: SW corner of E Stafford and S Swan St (C2-097-70272) | |||
| Latitude: 37.652046 | Longitude: -97.3112501 | Datum NAD 27 | |
| Latitude: 37.652062 | Longitude: -97.311574 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.652062 | GPS Longitude: -97.311574 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 31 ft. | Elevation: 1285 ft. | |
| Static Water Level: 16.3 ft. | Est. Yield: gpm. | |
| Comp. Date: 28-Mar-2023 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 10 | |
| Driller Info | ||
| Driller: Plains Environmental Services, Inc. | License #: 1039 | |
| 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 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: Continuous slot (PVC) | |
| Screen-perforated intervals | From: 21 ft to 31 ft | |
| Gravel pack intervals | From: 19 ft to 31 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 19 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 2 ft. | top soil | |
| From: 2 ft. to 13 ft. | silty clay | |
| From: 13 ft. to 20 ft. | clayey fine to medium sand | |
| From: 20 ft. to 26 ft. | silty medium sand | |
| From: 26 ft. to 30 ft. | medium sand, gravelly | |
| From: 30 ft. to 31 ft. | silty clay | |