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Specific Water Well Detail |
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| Location Info | |||
| Owner: C. M. Light Estate Trust | Status: Constructed | ||
| Location: T29S, R33W, Sec. 16, NE SW SW | County: Haskell | ||
| Directions: from Sublette: 1 mi SW on Hwy 56, 3 mi N, 3.75 mi W, .25 mi N | |||
| Latitude: 37.5210164 | Longitude: -100.9399659 | Datum NAD 27 | |
| Latitude: 37.5210411 | Longitude: -100.9404099 | 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: 570 ft. | Elevation: ft. | |
| Static Water Level: 330 ft. | Est. Yield: gpm. | |
| Comp. Date: 06-Apr-1989 | Well Use: Irrigation | |
| DWR Applic. #: 379 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Minter-Wilson Drlg. Co., Inc. | License #: 208 | |
| 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: Steel
Casing Joints: |
Diam: 16 in. to 340 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: Steel | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 340 ft to 570 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Cement grout | From: 0 to 20 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Abandoned water well | ||
| 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 33 ft. | brown clay | |
| From: 33 ft. to 77 ft. | brown sandy clay | |
| From: 77 ft. to 173 ft. | fine to medium sand and gravel - 10% clay - loose | |
| From: 173 ft. to 186 ft. | brown clay | |
| From: 186 ft. to 194 ft. | gray yellow clay | |
| From: 194 ft. to 339 ft. | fine to medium sand and gravel - 10% clay - loose | |
| From: 339 ft. to 345 ft. | brown sandy clay | |
| From: 345 ft. to 369 ft. | fine to medium sand and gravel | |
| From: 369 ft. to 374 ft. | blue clay | |
| From: 374 ft. to 395 ft. | tan clay white rock mixed - no good | |
| From: 395 ft. to 421 ft. | brown sandy clay | |
| From: 421 ft. to 434 ft. | fine to medium sand and gravel - tight | |
| From: 434 ft. to 458 ft. | brown sandy clay white rock mixed - no good | |
| From: 458 ft. to 463 ft. | fine to medium sand | |
| From: 463 ft. to 533 ft. | brown sandy clay | |
| From: 533 ft. to 541 ft. | fine to medium sand and gravel - loose | |
| From: 541 ft. to 546 ft. | brown sandy clay | |
| From: 546 ft. to 563 ft. | brown yellow clay brown rock mixed | |
| From: 563 ft. to 570 ft. | yellow clay brown rock mixed 20% | |
| From: 570 ft. to 575 ft. | blue shale | |