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Specific Water Well Detail |
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| Location Info | |||
| Owner: Farms, John T | Status: Constructed | ||
| Location: T28S, R33W, Sec. 8, NW SW SW | County: Haskell | ||
| Directions: from Ryus: 8.25 mi NE | |||
| Latitude: 37.6231829 | Longitude: -100.9603655 | Datum NAD 27 | |
| Latitude: 37.6232071 | Longitude: -100.9608104 | 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: 316 ft. | Est. Yield: 1400 gpm. | |
| Comp. Date: 09-Jan-1979 | 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: 310 ft to 590 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 65 ft. | brown sandy clay and fine sand | |
| From: 65 ft. to 180 ft. | sand fine to med coarse with small gravel. Very few clay sts. Used a lot of water | |
| From: 180 ft. to 200 ft. | brown clay, limerock and sand sts | |
| From: 200 ft. to 260 ft. | sand fine to med coarse, small gravel and small clay sts. Used water | |
| From: 260 ft. to 297 ft. | brown clay, limerock with very few sand streaks Clay sticky | |
| From: 297 ft. to 317 ft. | sand fine to med coarse with a few small gravel. Brown sandy clay. Used a little water | |
| From: 317 ft. to 340 ft. | brown clay and sand | |
| From: 340 ft. to 360 ft. | sand fine to med coarse with small gravel | |
| From: 360 ft. to 394 ft. | brown clay and limerock | |
| From: 394 ft. to 440 ft. | sand fine to med coarse, small gravel, some clay and limerock. Drilled firm - used water | |
| From: 440 ft. to 460 ft. | brown clay - sticky | |
| From: 460 ft. to 494 ft. | caliche, brown clay, and some gyp rock | |
| From: 494 ft. to 500 ft. | brown clay, brown rock, tan rock with sts of red shale | |
| From: 500 ft. to 520 ft. | red shale and soapstone | |
| From: 520 ft. to 545 ft. | red shale and fine sand. Used a little water | |
| From: 545 ft. to 560 ft. | soapstone | |
| From: 560 ft. to 586 ft. | light blue shale and sandstone. Used water. Drilled firm - used pull down | |
| From: 586 ft. to 600 ft. | shale and very hard limestone sts. | |