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Specific Water Well Detail |
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| Location Info | |||
| Owner: E. L. Simmons Estate | Status: Constructed | ||
| Location: T29S, R31W, Sec. 22, SW SE SW | County: Haskell | ||
| Directions: from Tice: .5 mi SE | |||
| Latitude: 37.5048631 | Longitude: -100.7010822 | Datum NAD 27 | |
| Latitude: 37.5048875 | Longitude: -100.7015179 | 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: 460 ft. | Elevation: ft. | |
| Static Water Level: 192 ft. | Est. Yield: 2750 gpm. | |
| Comp. Date: 15-Jul-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: 260 ft to 460 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 45 ft. | brown clay | |
| From: 45 ft. to 63 ft. | brown sandy clay and caliche | |
| From: 63 ft. to 74 ft. | sand and gravel | |
| From: 74 ft. to 85 ft. | brown clay and caliche | |
| From: 85 ft. to 95 ft. | sand, sandy clay and caliche | |
| From: 95 ft. to 200 ft. | sand fine med. coarse and small gravel | |
| From: 200 ft. to 205 ft. | very fine sand and sandy clay | |
| From: 205 ft. to 216 ft. | brown and blue clay | |
| From: 216 ft. to 285 ft. | sand fine med. coarse and small gravel, loose, used lots of water | |
| From: 285 ft. to 300 ft. | sand fine med. coarse, some med. small gravel and very fine sandy clay sts. | |
| From: 300 ft. to 360 ft. | sand fine med. coarse, small gravel, loose, used water | |
| From: 360 ft. to 380 ft. | sand fine med. coarse, small gravel and few cemented sts., used lots of water | |
| From: 380 ft. to 400 ft. | sand fine med. coarse, few small gravel, clay and lime rock sts., fairly loose, used water | |
| From: 400 ft. to 410 ft. | clay, lime rock and gyp rock and sand streaks, used little water | |
| From: 410 ft. to 435 ft. | gyp rock, brown sandstone sts. and small clay sts., firm in places, loose in places, used lots of water | |
| From: 435 ft. to 448 ft. | sand fine med., brown sandstone sts. and small clay sts., firm in places, loose in places, used lots of water | |
| From: 448 ft. to 457 ft. | shale and sandstone sts | |
| From: 457 ft. to 460 ft. | shale | |