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Specific Water Well Detail |
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| Location Info | |||
| Owner: Koehn, Emery | Status: Constructed | ||
| Location: T28S, R32W, Sec. 12, NE SW SE | County: Haskell | ||
| Directions: from Sublette: 9 mi N, 5 mi E | |||
| Latitude: 37.6228482 | Longitude: -100.7667715 | Datum NAD 27 | |
| Latitude: 37.6228725 | Longitude: -100.7672094 | 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: 613 ft. | Elevation: ft. | |
| Static Water Level: 245 ft. | Est. Yield: 1400 gpm. | |
| Comp. Date: 02-Feb-1989 | Well Use: Irrigation | |
| DWR Applic. #: 24959 | Other ID: | |
| Links | |
| No Wizard information available. | |
| 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 338 ft after 4 hours pumping 1450 gpm | ||
| Casing Info | ||
| Casing Type:
Casing Joints: |
Diam: 16 in. to 613 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: Continuous slot | |
| Screen-perforated intervals | From: 350 ft to 610 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 20 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 109 ft. | brown sandy clay and few fine sand streaks | |
| From: 109 ft. to 228 ft. | sand fine to medium coarse. Small to medium gravel. Cemented in places with some small clay streaks | |
| From: 228 ft. to 235 ft. | brown sandy clay | |
| From: 235 ft. to 258 ft. | sand fine to medium coarse. Small to medium gravel | |
| From: 258 ft. to 263 ft. | brown sandy clay | |
| From: 263 ft. to 272 ft. | blue clay | |
| From: 272 ft. to 310 ft. | sand fine to medium coarse with small gravel with small brown and tan rock | |
| From: 310 ft. to 350 ft. | blue clay | |
| From: 350 ft. to 397 ft. | sand fine to medium coarse. Small brown and tan rock with few small clay streaks. Blue clay sluffing | |
| From: 397 ft. to 450 ft. | brown sandy clay and limerock with few small sand streaks | |
| From: 450 ft. to 465 ft. | sand fine to medium coarse. Small brown and tan rock | |
| From: 465 ft. to 510 ft. | brown sandy clay and limerock and fine sand streaks | |
| From: 510 ft. to 563 ft. | sand fine with few clay streaks | |
| From: 563 ft. to 578 ft. | sand fine to medium coarse. Small to medium brown rock. Hard ledge @ 610 feet | |
| From: 578 ft. to 610 ft. | sand fine with clay streaks | |
| From: 610 ft. to 640 ft. | gray shale | |