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Specific Water Well Detail |
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| Location Info | |||
| Owner: Withers, Lawrence | Status: Constructed | ||
| Location: T29S, R31W, Sec. 14, SE NW SW | County: Haskell | ||
| Directions: from Copeland: 2.75 mi SW | |||
| Latitude: 37.5230491 | Longitude: -100.6851058 | Datum NAD 27 | |
| Latitude: 37.5230734 | Longitude: -100.685541 | 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: 435 ft. | Elevation: ft. | |
| Static Water Level: 198 ft. | Est. Yield: 2750 gpm. | |
| Comp. Date: 06-Jul-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: 337 ft to 432 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. | surface | |
| From: 3 ft. to 35 ft. | brown clay and fine sand | |
| From: 35 ft. to 45 ft. | sand fine to med coarse | |
| From: 45 ft. to 60 ft. | brown clay and caliche | |
| From: 60 ft. to 67 ft. | sand fine to med coarse and small coarse gravel | |
| From: 67 ft. to 80 ft. | brown clay | |
| From: 80 ft. to 178 ft. | sand fine to med coarse and small gravel. Some lg size gravel also. Very small clay sts | |
| From: 178 ft. to 190 ft. | brown clay and sand sts | |
| From: 190 ft. to 330 ft. | sand fine to med coarse, small gravel. Loose - used a lot of water (very good) | |
| From: 330 ft. to 375 ft. | sand fine to med coarse, small gravel with small clay sts. Cemented sand streaks Used a lot of water. Mixed 3 quik gel | |
| From: 375 ft. to 380 ft. | brown clay, limerock and coarse sand | |
| From: 380 ft. to 387 ft. | sand med coarse with small to med gravel. Drilled ragged - used a lot of water | |
| From: 387 ft. to 391 ft. | brown clay and limerock | |
| From: 391 ft. to 400 ft. | sand fine to med coarse, small gravel, clay and limerock sts. | |
| From: 400 ft. to 420 ft. | brown clay and limerock | |
| From: 420 ft. to 430 ft. | white chalky clay, tan rock with brown sandstone streaks and streaks of red shale | |
| From: 430 ft. to 456 ft. | white and yellow sandy clay | |
| From: 456 ft. to 460 ft. | blue shale | |