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Specific Water Well Detail |
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| Location Info | |||
| Owner: Hedrick, Dean | Status: Constructed | ||
| Location: T33S, R31W, Sec. 21, C SE | County: Seward | ||
| Directions: from Kismet: 2.75 mi S, .25 mi E | |||
| Latitude: 37.1587669 | Longitude: -100.6940269 | Datum NAD 27 | |
| Latitude: 37.1587891 | Longitude: -100.6944609 | 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: 452 ft. | Elevation: ft. | |
| Static Water Level: 205 ft. | Est. Yield: gpm. | |
| Comp. Date: 16-Feb-1976 | 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: 330 ft to 430 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, sandy | |
| From: 3 ft. to 76 ft. | brown clay, some sand st, caliche, few limerock ledges, used pull down some | |
| From: 76 ft. to 130 ft. | sand fine to med coarse, small gravel, very few med clay st at 84 feet, cemented ledges, very hard, used pull down | |
| From: 130 ft. to 136 ft. | brown clay, ledges and sand st | |
| From: 136 ft. to 149 ft. | sand fine to med coarse, ledge and clay st | |
| From: 149 ft. to 170 ft. | brown clay ledges, few sand st | |
| From: 170 ft. to 221 ft. | sand fine to med coarse, few small gravel, very few med, few ledges and few clay st | |
| From: 221 ft. to 225 ft. | brown clay | |
| From: 225 ft. to 260 ft. | sand fine to med coarse, very few very small gravel, clay st, few cemented ledges, used pull down | |
| From: 260 ft. to 300 ft. | sand fine to med coarse, few small gravel, cemented ledges, used some water, very few clay st | |
| From: 300 ft. to 360 ft. | sand fine to med coarse, very few tiny gravel, a few clay st, few cemented ledges, used some water | |
| From: 360 ft. to 394 ft. | sand fine some med, a lot of clay st, few ledges | |
| From: 394 ft. to 403 ft. | brown clay, sand st fine to med | |
| From: 403 ft. to 420 ft. | sand fine to med, few coarse and clay sts | |
| From: 420 ft. to 446 ft. | sand fine to med coarse, very few tiny gravel, few clay st | |
| From: 446 ft. to 449 ft. | gray clay and sand st | |
| From: 449 ft. to 460 ft. | sand fine, hard to catch in sample, clay st | |
| From: 460 ft. to 512 ft. | gray st, red color, fine sand st and very hard ledge, had trouble cutting some of them, used pull down | |
| From: 512 ft. to 520 ft. | gray and blue color, ledges | |