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Specific Water Well Detail |
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| Location Info | |||
| Owner: Cox, Kenneth | Status: Constructed | ||
| Location: T28S, R33W, Sec. 10, NW SE SW | County: Haskell | ||
| Directions: from Sublette: 9.25 mi NW | |||
| Latitude: 37.6231086 | Longitude: -100.9194141 | Datum NAD 27 | |
| Latitude: 37.6231329 | Longitude: -100.9198576 | 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: 605 ft. | Elevation: ft. | |
| Static Water Level: 288 ft. | Est. Yield: 1500 gpm. | |
| Comp. Date: 30-May-1978 | Well Use: Irrigation | |
| DWR Applic. #: | Other ID: | |
| Links | |
| View info from Wizard Water Level Data base... | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Henkle Drilling & Supply Co. Inc. | License #: 145 | |
| 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?: | ||
| Ground water encountered: 0 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
| Casing Info | ||
| Casing Type:
Casing Joints: |
Diam: 0 in. to 0 ft
Diam: 0 in. to 0 ft Diam: 0 in. to 0 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: 330 ft to 430 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: 0 to 0 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 3 ft. | top soil | |
| From: 3 ft. to 75 ft. | brown clay and caliche | |
| From: 75 ft. to 220 ft. | sand and gravel, very small clay sts. Drilled ragged in places - used water | |
| From: 220 ft. to 240 ft. | brown clay and limerock sts | |
| From: 240 ft. to 320 ft. | blue clay - sticky | |
| From: 320 ft. to 356 ft. | sand fine to med coarse and small gravel | |
| From: 356 ft. to 368 ft. | blue clay with limerock sts | |
| From: 368 ft. to 386 ft. | sand fine to med coarse and small gravel | |
| From: 386 ft. to 437 ft. | sand fine to med coarse and small gravel. Some clay limerock and cemented sand | |
| From: 437 ft. to 460 ft. | brown clay, limerock and sand | |
| From: 460 ft. to 500 ft. | brown clay and limerock. Clay was real sticky | |
| From: 500 ft. to 540 ft. | brown clay, limerock and fine sand. Some med coarse sand also. Drilled firm - used a little water | |
| From: 540 ft. to 567 ft. | brown clay, limerock and yellow clay sts. | |
| From: 567 ft. to 580 ft. | blue shale | |
| From: 580 ft. to 602 ft. | blue shale and brown sandstone | |