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Specific Water Well Detail |
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| Location Info | |||
| Owner: U.S. Army Corps of Engineers, Kansas City Dist. | Status: Constructed | ||
| Location: T16S, R1E, Sec. 9, NE NW SE | County: Dickinson | ||
| Directions: Schilling Air Force Base, Atlas S-04, 551 Daisy Rd, Carlton | |||
| Latitude: 38.673598 | Longitude: -97.3226655 | Datum NAD 27 | |
| Latitude: 38.673603 | Longitude: -97.322972 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.673603 | GPS Longitude: -97.322972 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 35 ft. | Elevation: 1379 ft. | |
| Static Water Level: 27 ft. | Est. Yield: gpm. | |
| Comp. Date: 23-Mar-2023 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: GTW 428 | |
| Driller Info | ||
| Driller: Env. Works | 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?:
Water Well disinfected?: | ||
| Casing Info | ||
| Casing Type: ThermalPlastic
Casing Joints: Threaded |
Diam: 2 in. to 24 ft | |
| Casing height above land surface: 288 in
Casing Weight: lbs/ft Wall thickness or gauge no.: sch 40 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 24 ft to 34 ft | |
| Gravel pack intervals | From: 22 ft to 35 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 2.5 ft
From: 2.5 to 17 ft From: 17 to 22 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to .5 ft. | fine top soil, loamy, dark brown, dry, loose, not cemented, no staining | |
| From: .5 ft. to 2.5 ft. | fine sandy clay, pale brown, dry, loose, not cemented, no staining | |
| From: 2.5 ft. to 8 ft. | medium sand and gravel, pale brown, dry, loose, not cemented, no staining | |
| From: 8 ft. to 9 ft. | coarse fill, pale white, dry, dense, strongly cemented, no staining, concrete | |
| From: 9 ft. to 12.5 ft. | silty shale, broken, pale brown, very soft, thinly bedded | |
| From: 12.5 ft. to 13 ft. | limestone, broken, pale brown, hard, medium bedded | |
| From: 13 ft. to 15 ft. | shale, broken, very light yellowish brown, hard, medium bedded | |
| From: 15 ft. to 15.5 ft. | limestone, broken, pale white, hard, medium bedded | |
| From: 15.5 ft. to 17 ft. | limestone, broken, pale brown, hard, medium bedded | |
| From: 17 ft. to 20 ft. | shale, broken, light brown, hard, medium bedded | |
| From: 20 ft. to 21 ft. | limestone, broken, light gray, hard, medium bedded | |
| From: 21 ft. to 31 ft. | shale, broken, very dark gray, hard, medium bedded | |
| From: 31 ft. to 33 ft. | shale, broken, light gray, hard, medium bedded | |
| From: 33 ft. to 34 ft. | limestone, broken, light white, hard, medium bedded | |
| From: 34 ft. to 35 ft. | shale, broken, dark gray, hard, medium bedded | |