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Specific Water Well Detail |
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| Location Info | |||
| Owner: KDHE/Prints and the Paper | Status: Constructed | ||
| Location: T8S, R39W, Sec. 19, SE SW NE | County: Sherman | ||
| Directions: | |||
| Latitude: 39.3448469 | Longitude: -101.7127566 | Datum NAD 27 | |
| Latitude: 39.3448467 | Longitude: -101.7132067 | 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: 124 ft. | Elevation: ft. | |
| Static Water Level: ft. | Est. Yield: gpm. | |
| Comp. Date: 16-Sep-2002 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: VEW 3 | |
| 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 2 ft. | Surface | |
| From: 2 ft. to 8 ft. | Loess | |
| From: 8 ft. to 56 ft. | Sandy clay with some caliche | |
| From: 56 ft. to 61 ft. | Medium sand | |
| From: 61 ft. to 76 ft. | Sandy clay with caliche and a few sand layers | |
| From: 76 ft. to 98 ft. | Clay with some gravel | |
| From: 98 ft. to 124 ft. | Medium sand and gravel, loose | |
| From: 124 ft. to 125 ft. | Sandy clay | |