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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, NE SW SW | County: Lane | ||
| Directions: | |||
| Latitude: 38.4702641 | Longitude: -100.4628379 | Datum NAD 27 | |
| Latitude: 38.4702809 | Longitude: -100.4632558 | 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: 72 ft. | Elevation: ft. | |
| Static Water Level: 53.68 ft. | Est. Yield: gpm. | |
| Comp. Date: 25-Feb-1999 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 4 | |
| 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. | Asphalt, gravel | |
| From: 1 ft. to 2.5 ft. | Organic soil | |
| From: 2.5 ft. to 10 ft. | Silt | |
| From: 10 ft. to 25 ft. | Caliche with silt | |
| From: 25 ft. to 28 ft. | Caliche, sandstone fractured | |
| From: 28 ft. to 40 ft. | Caliche with silt | |
| From: 40 ft. to 42 ft. | Sand, fine | |
| From: 42 ft. to 60 ft. | Hard cemented sand or sandstone | |
| From: 60 ft. to 69 ft. | Caliche with sand | |
| From: 69 ft. to 72 ft. | Clay with sand | |
