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Specific Water Well Detail |
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| Location Info | |||
| Owner: Kiowa County | Status: Constructed | ||
| Location: T28S, R18W, Sec. 6, SW NW SE NE | County: Kiowa | ||
| Directions: from Hwy183 and 54: 1 mile north on 183, on west side | |||
| Latitude: 37.6403776 | Longitude: -99.3264631 | Datum NAD 27 | |
| Latitude: 37.640397 | Longitude: -99.326857 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.640397 | GPS Longitude: -99.326857 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 130 ft. | Elevation: 2233 ft. | |
| Static Water Level: 77.6 ft. | Est. Yield: gpm. | |
| Comp. Date: 17-Sep-2014 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 2 R | |
| Driller Info | ||
| Driller: Associated Drilling, Inc. | License #: 760 | |
| 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: 79 ft. | ||
| Bore hole diameter: 8 inches to 130 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 4 in. to 130 ft | |
| Casing height above land surface: 24 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SCH40 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 80 ft to 130 ft | |
| Gravel pack intervals | From: 77 ft to 130 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 77 ft | |
| Source of Possible Contamination | ||
| Source: LANDFILL | ||
| Direction from well: 0 | Distance: 0 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 60 ft. | SANDY CLAY/CLAYEY SAND | |
| From: 60 ft. to 80 ft. | CLAYEY SAND, FINE WITH GRAVEL | |
| From: 80 ft. to 130 ft. | GRAVEL WITH FINES | |