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Specific Water Well Detail |
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| Location Info | |||
| Owner: Withers, Lawrence | Status: Constructed | ||
| Location: T28S, R31W, Sec. 10, SE SE SE | County: Haskell | ||
| Directions: from Copeland: 8 mi NW | |||
| Latitude: 37.621046 | Longitude: -100.689729 | Datum NAD 27 | |
| Latitude: 37.62107 | Longitude: -100.6901641 | 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: 475 ft. | Elevation: ft. | |
| Static Water Level: ft. | Est. Yield: gpm. | |
| Comp. Date: 14-Jun-1977 | Well Use: Domestic | |
| DWR Applic. #: | 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: 405 ft to 475 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 70 ft. | brown clay | |
| From: 70 ft. to 80 ft. | brown clay and caliche | |
| From: 80 ft. to 87 ft. | sand fine to med coarse, small gravel | |
| From: 87 ft. to 120 ft. | brown clay, caliche and fine sand | |
| From: 120 ft. to 147 ft. | sand fine to med coarse, small gravel. Used water | |
| From: 147 ft. to 170 ft. | sandy clay, caliche and sand | |
| From: 170 ft. to 232 ft. | sand fine to med coarse, small gravel | |
| From: 232 ft. to 237 ft. | brown clay, caliche and sand | |
| From: 237 ft. to 277 ft. | sand fine to med coarse, small gravel and very small clay and cemented sts. Used a lot of water | |
| From: 277 ft. to 290 ft. | brown clay and sand | |
| From: 290 ft. to 308 ft. | sand fine to med coarse, small gravel. Used water. | |
| From: 308 ft. to 320 ft. | blue clay | |
| From: 320 ft. to 400 ft. | blue clay and very hard limestone sts. A few small blue sand streaks | |
| From: 400 ft. to 405 ft. | brown clay and limestone rock | |
| From: 405 ft. to 436 ft. | sand fine to med coarse, small gravel. Loose - used water | |
| From: 436 ft. to 445 ft. | brown clay and lime rock | |
| From: 445 ft. to 473 ft. | sand fine to med coarse, small gravel. Loose - used a lot of water | |
| From: 473 ft. to 480 ft. | brown clay and lime rock. Clay is sticky | |
| From: 480 ft. to 500 ft. | brown clay, limerock and very few sand streaks | |