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Specific Water Well Detail |
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| Location Info | |||
| Owner: City of Dighton | Status: Constructed | ||
| Location: T18S, R28W, Sec. 19, SW SW SE | County: Lane | ||
| Directions: | |||
| Latitude: 38.4683985 | Longitude: -100.4561434 | Datum NAD 27 | |
| Latitude: 38.4684153 | Longitude: -100.4565611 | Datum NAD 83 | |
| Longitude and latitude calculated by Survey from township-range-section-quarter calls. Only good to within the quarter call accuracy. | |||
| View well on interactive map | |||
| General Info | ||
| Well Depth: 68 ft. | Elevation: ft. | |
| Static Water Level: 50.06 ft. | Est. Yield: gpm. | |
| Comp. Date: 24-Feb-1999 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 3 | |
| Driller Info | ||
| Driller: Woofter Pump & Well, Inc. | License #: 554 | |
| Scanned Form | View scan |
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Chemical Sample Submitted?:
Water Well disinfected?: | ||
| Casing Info | ||
| Casing Type:
Casing Joints: |
Diam: in. to ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: | Screen Openings: | |
| Screen-perforated intervals | From: ft to ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: to ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 1 ft. | Fill sand | |
| From: 1 ft. to 5 ft. | Brown organic soil | |
| From: 5 ft. to 7 ft. | Silt | |
| From: 7 ft. to 12.5 ft. | Fine sand | |
| From: 12.5 ft. to 15 ft. | Silt with fine sand | |
| From: 15 ft. to 17 ft. | Sand | |
| From: 17 ft. to 35 ft. | Caliche with some sand | |
| From: 35 ft. to 46 ft. | Fine to medium sand | |
| From: 46 ft. to 54 ft. | Fine sand | |
| From: 54 ft. to 55 ft. | Sand, hard cement | |
| From: 55 ft. to 67 ft. | Medium sand | |
| From: 67 ft. to 68 ft. | Sandy clay | |
