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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 NW SW | County: Lane | ||
| Directions: | |||
| Latitude: 38.473904 | Longitude: -100.4629574 | Datum NAD 27 | |
| Latitude: 38.4739208 | Longitude: -100.4633753 | 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: 2763.18 ft. | |
| Static Water Level: 56.1 ft. | Est. Yield: gpm. | |
| Comp. Date: 24-Feb-1999 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 1 | |
| 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 3 ft. | Coarse gravel with organic soil | |
| From: 3 ft. to 10 ft. | Silty clay | |
| From: 10 ft. to 16 ft. | Silty sand | |
| From: 16 ft. to 48 ft. | Caliche with sand | |
| From: 48 ft. to 55 ft. | Sand with silt | |
| From: 55 ft. to 65 ft. | Coarse sand with silt | |
| From: 65 ft. to 70 ft. | Sand, medium to coarse | |
| From: 70 ft. to 72 ft. | Sandy clay | |
