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Specific Water Well Detail |
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| Location Info | |||
| Owner: Taylor and Associates, Inc | Status: Constructed | ||
| Location: T35S, R34W, Sec. 1, SW NW NE | County: Seward | ||
| Directions: from Hwy 83 and 2nd St Rd, Liberal: 2 mi W, S into site | |||
| Latitude: 37.0369894 | Longitude: -100.9658062 | Datum NAD 27 | |
| Latitude: 37.0370154 | Longitude: -100.9662513 | 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: 210 ft. | Elevation: ft. | |
| Static Water Level: 35 ft. | Est. Yield: gpm. | |
| Comp. Date: 10-Apr-2009 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Howard Drilling Company AG, LLC | License #: 430 | |
| 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 2 ft. | sandy clay | |
| From: 2 ft. to 20 ft. | sandy clay/clay | |
| From: 20 ft. to 60 ft. | clay with sand streaks | |
| From: 60 ft. to 80 ft. | caliche clay | |
| From: 80 ft. to 89 ft. | clay | |
| From: 89 ft. to 109 ft. | sand with clay streaks | |
| From: 109 ft. to 152 ft. | caliche clay/rock | |
| From: 152 ft. to 182 ft. | sandy clay/sand | |
| From: 182 ft. to 210 ft. | sand | |