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Specific Water Well Detail |
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| Location Info | |||
| Owner: Creamer, Duane M | Status: Constructed | ||
| Location: T14S, R18W, Sec. 4, SE SE NE | County: Ellis | ||
| Directions: 703 Vine St, Hays (id 00344618) | |||
| Latitude: 38.8646573 | Longitude: -99.3187993 | Datum NAD 27 | |
| Latitude: 38.8646691 | Longitude: -99.3191804 | 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: 28.5 ft. | Elevation: 1984.65 ft. | |
| Static Water Level: 20.65 ft. | Est. Yield: gpm. | |
| Comp. Date: 29-Aug-2003 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 2 R | |
| Driller Info | ||
| Driller: Jay C. Woofter Pump & Well, Inc. | License #: 554 | |
| Scanned Form | View scan |
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Chemical Sample Submitted?:
Water Well disinfected?: | ||
| Casing Info | ||
| Casing Type:
Casing Joints: |
Diam: in. to 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: ft to ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: to ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to .4 ft. | asphalt | |
| From: .4 ft. to 7 ft. | medium to coarse sand, moist | |
| From: 7 ft. to 10 ft. | clay, medium to dark brown | |
| From: 10 ft. to 12 ft. | sandy clay, light green-gray | |
| From: 12 ft. to 15 ft. | sand, light to medium brown, wet | |
| From: 15 ft. to 20 ft. | silty clay, light to medium brown | |
| From: 20 ft. to 25 ft. | sandy clay, light green | |
| From: 25 ft. to 28.5 ft. | medium to coarse sand | |
