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Specific Water Well Detail |
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| Location Info | |||
| Owner: Powell, Raeburn | Status: Constructed | ||
| Location: T29S, R33W, Sec. 22, C NE NW | County: Haskell | ||
| Directions: from Sublette: 2 mi N on Hwy 83, 2 mi W, 1 mi N, .5 mi W | |||
| Latitude: 37.5165722 | Longitude: -100.9182137 | Datum NAD 27 | |
| Latitude: 37.5165969 | Longitude: -100.9186569 | 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: 517 ft. | Elevation: ft. | |
| Static Water Level: 268 ft. | Est. Yield: 1200 gpm. | |
| Comp. Date: 15-Feb-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: 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:
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: 300 ft to 517 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 20 ft. | brown sandy clay | |
| From: 20 ft. to 50 ft. | brown and white sandy clay | |
| From: 50 ft. to 65 ft. | fine to medium sand and gravel, streaks of clay (20%) | |
| From: 65 ft. to 189 ft. | fine to medium sand and gravel (loose) | |
| From: 189 ft. to 200 ft. | fine to medium sand and gravel, streak of clay 10% | |
| From: 200 ft. to 233 ft. | fine to medium sand and gravel (loose) | |
| From: 233 ft. to 240 ft. | fine to medium sand and gravel, streaks of clay (10%) | |
| From: 240 ft. to 350 ft. | fine to medium sand and gravel (loose) | |
| From: 350 ft. to 380 ft. | fine to medium sand and gravel, small streak of white rock (10%) | |
| From: 380 ft. to 393 ft. | fine to med, sand and gravel, streaks of clay (10%) loose | |
| From: 393 ft. to 423 ft. | fine to medium sand and gravel (loose) | |
| From: 423 ft. to 431 ft. | fine to medium sand, streaks of clay (25%) | |
| From: 431 ft. to 440 ft. | brown sandy clay, white rock mixture (50%) | |
| From: 440 ft. to 457 ft. | fine to medium sand and gravel, streaks of clay (10%) little tight | |
| From: 457 ft. to 470 ft. | fine to medium sand streaks of clay (10%) tight | |
| From: 470 ft. to 487 ft. | fine to medium sand and fine gravel, streaks of clay (10%) loose | |
| From: 487 ft. to 500 ft. | fine to medium sand and fine gravel (loose) | |
| From: 500 ft. to 517 ft. | fine to medium sand, streaks of clay (10%) loose | |
| From: 517 ft. to 520 ft. | brown clay | |
| From: 520 ft. to 525 ft. | yellow and brown clay | |
| From: 525 ft. to 530 ft. | shale | |