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Specific Water Well Detail |
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| Location Info | |||
| Owner: J C Penney | Status: Constructed | ||
| Location: T13S, R18W, Sec. 27, SW NW SW | County: Ellis | ||
| Directions: Hwy 183 and 29th St, Hays | |||
| Latitude: 38.8900361 | Longitude: -99.3162097 | Datum NAD 27 | |
| Latitude: 38.8900477 | Longitude: -99.3165908 | 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: 40 ft. | Elevation: ft. | |
| Static Water Level: 32 ft. | Est. Yield: gpm. | |
| Comp. Date: 23-Oct-2008 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 17 | |
| Driller Info | ||
| Driller: O'Malley Drilling, Inc. | License #: 795 | |
| 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?:
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 .6 ft. | sandy silt with gravel, brown, moist (fill) | |
| From: .6 ft. to 20.6 ft. | silty clay, brown, moist, medium stiff, medium plastic | |
| From: 20.6 ft. to 30.6 ft. | clayey silt, brown, moist, medium stiff, low plastic | |
| From: 30.6 ft. to 40 ft. | silt with sand, brown, wet, low plastic | |