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Specific Water Well Detail |
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| Location Info | |||
| Owner: Starke, Joe M | Status: Constructed | ||
| Location: T28S, R31W, Sec. 32, SW SW NW | County: Haskell | ||
| Directions: from Sublette: 6.25 mi NE | |||
| Latitude: 37.570172 | Longitude: -100.7420029 | Datum NAD 27 | |
| Latitude: 37.5701964 | Longitude: -100.74244 | 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: 580 ft. | Elevation: ft. | |
| Static Water Level: 233 ft. | Est. Yield: 1500 gpm. | |
| Comp. Date: 19-Jun-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: 385 ft to 575 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 86 ft. | brown clay | |
| From: 86 ft. to 96 ft. | sand fine to med coarse, a few small gravel | |
| From: 96 ft. to 105 ft. | brown clay with a few lime rock sts | |
| From: 105 ft. to 140 ft. | sand fine to med coarse, small gravel | |
| From: 140 ft. to 261 ft. | sand fine to med coarse, small to med, a few large gravel. Loose - used water | |
| From: 261 ft. to 280 ft. | sand fine to med coarse. Small to med gravel. Loose - used water | |
| From: 280 ft. to 302 ft. | sand fine to med coarse. Small to med with a few large gravel. Loose - used a lot of water | |
| From: 302 ft. to 317 ft. | brown and blue clay | |
| From: 317 ft. to 321 ft. | sand fine to med coarse. Loose - used water | |
| From: 321 ft. to 340 ft. | blue sand fine to med coarse. Loose - used some water | |
| From: 340 ft. to 345 ft. | sand fine to med coarse - loose. Used some water | |
| From: 345 ft. to 355 ft. | mixed clay | |
| From: 355 ft. to 360 ft. | sand fine to med coarse - loose. Used water | |
| From: 360 ft. to 381 ft. | sand fine to med coarse, small gravel. Loose - used water | |
| From: 381 ft. to 400 ft. | blue and brown clay mixed | |
| From: 400 ft. to 421 ft. | sand fine to med coarse with small to med gravel. Loose - used water. A few cemented sand sts | |
| From: 421 ft. to 539 ft. | brown clay. Very few fine sand streaks A few limerock sts | |
| From: 539 ft. to 591 ft. | sand fine to med coarse, small to med brown gravel. Loose - used water. Brown rock sts. | |
| From: 591 ft. to 605 ft. | soapstone | |
| From: 605 ft. to 620 ft. | weather shale | |