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Specific Water Well Detail |
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| Location Info | |||
| Owner: Koelling, Everett | Status: Constructed | ||
| Location: T28S, R31W, Sec. 30, NE NE NW | County: Haskell | ||
| Directions: from Sublette: 7.25 mi N, 4.5 mi E | |||
| Latitude: 37.5901161 | Longitude: -100.7533542 | Datum NAD 27 | |
| Latitude: 37.5901405 | Longitude: -100.7537915 | 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: 590 ft. | Elevation: ft. | |
| Static Water Level: 321 ft. | Est. Yield: 760 gpm. | |
| Comp. Date: 08-Jul-1980 | Well Use: Irrigation | |
| DWR Applic. #: 9593/ 26454/ 20019 | Other ID: | |
| 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: 364 ft to 586 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 100 ft. | brown clay and caliche | |
| From: 100 ft. to 109 ft. | sand fine to medium coarse | |
| From: 109 ft. to 120 ft. | brown clay and brown sandy clay | |
| From: 120 ft. to 150 ft. | sand fine few med. and coarse, firm | |
| From: 150 ft. to 207 ft. | sand fine to med. coarse small and few medium gravel firm few clay streaks and very few cemented ledges | |
| From: 207 ft. to 212 ft. | brown and yellow clay | |
| From: 212 ft. to 257 ft. | sand fine to med. coarse small to medium gravel and few large cemented in places very firm very few clay streaks | |
| From: 257 ft. to 270 ft. | brown clay very few sand streaks | |
| From: 270 ft. to 344 ft. | blue clay | |
| From: 344 ft. to 356 ft. | brown clay and sand streaks | |
| From: 356 ft. to 367 ft. | sand fine to med. coarse small gravel limerock | |
| From: 367 ft. to 380 ft. | sand fine to med. coarse and brown clay | |
| From: 380 ft. to 420 ft. | sand fine to med. coarse med. small and few small gravel firm uses water mixed 1/2 sack bran | |
| From: 420 ft. to 464 ft. | sand fine to med. coarse small to medium gravel and limerock few hard blue clay stringers uses water mixed mud and bran | |
| From: 464 ft. to 487 ft. | brown clay and hard blue clay streaks. Sticky in places | |
| From: 487 ft. to 513 ft. | brown and white clay sticky few hard blue clay streaks | |
| From: 513 ft. to 528 ft. | sand fine and small few med. Few white rock | |
| From: 528 ft. to 547 ft. | hard blue clay very few brown and white clay streaks and sand streaks. | |
| From: 547 ft. to 552 ft. | sand fine to med. coarse small and few med. brown tan rock uses little water | |
| From: 552 ft. to 565 ft. | brown sandy clay | |
| From: 565 ft. to 587 ft. | sand fine to med. coarse small brown and tan rock few med. Drills firm uses water | |
| From: 587 ft. to 595 ft. | hard brown clay shale stks. and few yellow clay streaks | |
| From: 595 ft. to 600 ft. | blue shale | |