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Specific Water Well Detail |
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| Location Info | |||
| Owner: USD 482 | Status: Constructed | ||
| Location: T18S, R28W, Sec. 18, NE SE SW SW | County: Lane | ||
| Directions: 320 E James, 40' N of James, 28' W of Delaware, Dighton (U1-051-12966) | |||
| Latitude: 38.4832485 | Longitude: -100.4626545 | Datum NAD 27 | |
| Latitude: 38.483266 | Longitude: -100.463075 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.483266 | GPS Longitude: -100.463075 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 68 ft. | Elevation: 2763.38 ft. | |
| Static Water Level: 57.2 ft. | Est. Yield: gpm. | |
| Comp. Date: 28-Jul-2021 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 18 | |
| Driller Info | ||
| Driller: Woofter Pump & Well #881 | License #: 881 | |
| 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?:
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. | grass and top soil | |
| From: 1 ft. to 11 ft. | silt then clay | |
| From: 11 ft. to 37 ft. | caliche with sand, trace clay, and gravel | |
| From: 37 ft. to 48 ft. | sand and sandy clay with trace caliche and clay | |
| From: 48 ft. to 61 ft. | caliche with trace sand | |
| From: 61 ft. to 65 ft. | sand with trace caliche and clay | |
| From: 65 ft. to 69 ft. | sandstone | |