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Specific Water Well Detail |
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| Location Info | |||
| Owner: Koelling, Everett | Status: Constructed | ||
| Location: T28S, R31W, Sec. 30, NW NW SE | County: Haskell | ||
| Directions: from Sublette: 6.25 mi NE | |||
| Latitude: 37.5828742 | Longitude: -100.7510694 | Datum NAD 27 | |
| Latitude: 37.5828987 | Longitude: -100.7515067 | 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: 640 ft. | Elevation: ft. | |
| Static Water Level: 253 ft. | Est. Yield: 1500 gpm. | |
| Comp. Date: 13-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: 248 ft to 637 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 112 ft. | brown clay | |
| From: 112 ft. to 140 ft. | sand fine to med coarse, small to med gravel | |
| From: 140 ft. to 180 ft. | sand fine to med coarse, small to large gravel. Drilled rough | |
| From: 180 ft. to 251 ft. | sand fine to med coarse, small to med with a few large gravel. Loose - used water | |
| From: 251 ft. to 252 ft. | brown clay | |
| From: 252 ft. to 258 ft. | sand fine to med coarse with a few clay sts. Loose - used water | |
| From: 258 ft. to 280 ft. | brown clay and a few sand streaks | |
| From: 280 ft. to 358 ft. | blue clay - sticky | |
| From: 358 ft. to 380 ft. | sand fine to med coarse with small gravel. Loose - used water. Had a few limerock sts. | |
| From: 380 ft. to 420 ft. | sand fine to med coarse with a few limerock sts and clay sts. Loose - used water | |
| From: 420 ft. to 440 ft. | brown clay and limerock sts. | |
| From: 440 ft. to 458 ft. | sand fine to med coarse with a few small gravel. Loose - used water | |
| From: 458 ft. to 480 ft. | brown clay | |
| From: 480 ft. to 500 ft. | sand fine to med coarse with a few small gravel. Loose - used water | |
| From: 500 ft. to 540 ft. | brown clay and limerock sts. | |
| From: 540 ft. to 560 ft. | brown sandy clay with a few fine sand streaks | |
| From: 560 ft. to 583 ft. | brown clay | |
| From: 583 ft. to 637 ft. | sand fine to med coarse, small brown gravel with a few brown rock sts. Loose - used water | |
| From: 637 ft. to 641 ft. | soapstone | |
| From: 641 ft. to 650 ft. | weather shale | |