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Specific Water Well Detail |
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| Location Info | |||
| Owner: Texaco Refining and Marketing, Inc. | Status: Constructed | ||
| Location: T13S, R19E, Sec. 1, SW SW SW | County: Douglas | ||
| Directions: 1802 W 23rd St, Lawrence | |||
| Latitude: 38.9435627 | Longitude: -95.2590688 | Datum NAD 27 | |
| Latitude: 38.9435655 | Longitude: -95.2593194 | 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: 16 ft. | Elevation: ft. | |
| Static Water Level: 7.6 ft. | Est. Yield: gpm. | |
| Comp. Date: 28-Oct-1994 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 1 | |
| Driller Info | ||
| Driller: Geotechnology, Inc. | License #: 529 | |
| Scanned Form | ||
| View form(s) on screen | Download scan(s) | |
| The download files contain one or more TIFF images compressed into a ZIP archive. Your browser may be already set up to decompress these files. The TIFFs are 300 dpi archival-quality scans of the WWC5 forms and can be viewed by software like Adobe PhotoShop. | ||
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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: PVC
Casing Joints: |
Diam: 3 in. to 4 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: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 5 ft to 16 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Cement grout | From: 0 to 1 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Fuel storage | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to .5 ft. | asphalt, sand and gravel backfill | |
| From: .5 ft. to 11 ft. | black to brown mottled gray soft silty clay | |
| From: 11 ft. to 16 ft. | brown firm silty clay with trace fine sand | |
| From: 16 ft. to 25 ft. | gray very firm shale | |