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Specific Water Well Detail |
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| Location Info | |||
| Owner: Lane, Junior | Status: Constructed | ||
| Location: T29S, R33W, Sec. 35, NW NE NW | County: Haskell | ||
| Directions: from Sublette: 1 mi N, 1.75 mi W | |||
| Latitude: 37.4886638 | Longitude: -100.9013659 | Datum NAD 27 | |
| Latitude: 37.4886885 | Longitude: -100.9018082 | 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: 465 ft. | Elevation: ft. | |
| Static Water Level: 270 ft. | Est. Yield: 1451 gpm. | |
| Comp. Date: 22-Sep-1976 | 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: 385 ft to 465 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 2 ft. | top soil | |
| From: 2 ft. to 18 ft. | brown clay, gyp rock and few brown sandy clay st. | |
| From: 18 ft. to 33 ft. | brown sandy clay and fine sand st. | |
| From: 33 ft. to 46 ft. | brown clay (sticky) few gyp rock st. | |
| From: 46 ft. to 66 ft. | brown sandy clay and fine sand st., few sticky clay st. | |
| From: 66 ft. to 75 ft. | sand fine to med. coarse, small gravel, few large gravel, few cemented ledges, used water | |
| From: 75 ft. to 87 ft. | brown sandy clay and few sand st. (loose) few sticky clay st. | |
| From: 87 ft. to 105 ft. | sand fine to med. coarse, few clay st. | |
| From: 105 ft. to 300 ft. | sand fine to med. coarse, few large gravel, drills ragged, used water, real loose in places | |
| From: 300 ft. to 343 ft. | sand fine to med. coarse, small gravel, few clay st., loose, used water, cemented 327 feet-329 feet | |
| From: 343 ft. to 363 ft. | brown clay (sticky) few lime rock ledges and few large gravel | |
| From: 363 ft. to 396 ft. | brown sandy clay, lime rock st. and sand st. | |
| From: 396 ft. to 420 ft. | sand fine to med., clay st., used water, drilled ragged | |
| From: 420 ft. to 433 ft. | sand fine to med. coarse, few small gravel, few clay st., loose,used water | |
| From: 433 ft. to 458 ft. | brown sandy clay and sand st. (loose) and a lot of lime rock st., drills ragged | |
| From: 458 ft. to 461 ft. | brown shale, used pull down | |
| From: 461 ft. to 465 ft. | lime rock and yellow soapstone (drilled hard) | |
| From: 465 ft. to 472 ft. | yellow soapstone, hard st. and lime rock st. | |
| From: 472 ft. to 480 ft. | shale and lime rock st. (used pull down some) | |