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Specific Water Well Detail |
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| Location Info | |||
| Owner: TotalEnergies Petrochemicals and Refining USA, Inc. | Status: Constructed | ||
| Location: T27S, R1W, Sec. 21, NW NW NE | County: Sedgwick | ||
| Directions: 654 N Woodchuck St, Wichita (U2-087-00288) | |||
| Latitude: 37.6937163 | Longitude: -97.4343213 | Datum NAD 27 | |
| Latitude: 37.693732 | Longitude: -97.434647 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.693732 | GPS Longitude: -97.434647 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 43 ft. | Elevation: 1343 ft. | |
| Static Water Level: 35 ft. | Est. Yield: gpm. | |
| Comp. Date: 23-May-2022 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 24 | |
| Driller Info | ||
| Driller: GSI Engineering | 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?:
Water Well disinfected?: | ||
| Casing Info | ||
| Casing Type: ThermalPlastic
Casing Joints: Threaded |
Diam: 2 in. to 28 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: 28 ft to 43 ft | |
| Gravel pack intervals | From: 26 ft to 43 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 1.5 to 26 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 2.5 ft. | fine sandy silt, very dark, grayish brown, dry, soft, non plastic, cohesive, sub angular, poor angular, poorly graded | |
| From: 2.5 ft. to 10.5 ft. | lean clay, dark gray, dry, medium plasticity, cohesive | |
| From: 10.5 ft. to 17.5 ft. | fine sandy fat clay, brown, dry, very stiff, high plasticity, cohesive, sub angular, non cohesive, very fine to fine at 22 feet | |
| From: 17.5 ft. to 26 ft. | silty fine to medium sand, brown, dry, loose, sub angular, non cohesive, very fine to fine at 22 feet | |
| From: 26 ft. to 35 ft. | very fine to fine sand, yellowish brown, dry, loose, poorly graded, sub angular, fine to medium at 29 feet, damp-moist and coarsening at 30.5 feet, very coarse at 33.5 feet | |
| From: 35 ft. to 39 ft. | fine to coarse sand, grayish brown, wet, loose, well graded, sub angular, occasional sub rounded small gravel | |
| From: 39 ft. to 43 ft. | no recovery | |