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Specific Water Well Detail |
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| Location Info | |||
| Owner: Harden, Mike | Status: Constructed | ||
| Location: T32S, R21W, Sec. 7, NE SE NE NE | County: Clark | ||
| Directions: 903 Cedar St, Ashland | |||
| Latitude: 37.2764735 | Longitude: -99.6356953 | Datum NAD 27 | |
| Latitude: 37.2765 | Longitude: -99.6361 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.2765 | GPS Longitude: -99.6361 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 150 ft. | Elevation: 2030 ft. | |
| Static Water Level: 70 ft. | Est. Yield: 3 gpm. | |
| Comp. Date: 21-Feb-2020 | Well Use: Domestic, Livestock | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: T and T Water Well Drilling | License #: 905 | |
| 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?: Yes | ||
| Ground water encountered: 70 ft. | ||
| Bore hole diameter: 9 inches to 150 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 150 ft | |
| Casing height above land surface: 24 in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 110 ft to 150 ft | |
| Gravel pack intervals | From: 20 ft to 150 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 20 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 9 ft. | sand and gravel | |
| From: 9 ft. to 24 ft. | clay | |
| From: 24 ft. to 54 ft. | gravel | |
| From: 54 ft. to 71 ft. | clay | |
| From: 71 ft. to 77 ft. | sandy clay | |
| From: 77 ft. to 116 ft. | clay | |
| From: 116 ft. to 150 ft. | sand with clay | |