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Specific Water Well Detail |
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| Location Info | |||
| Owner: Geary Co. Public Works | Status: Constructed | ||
| Location: T11S, R6E, Sec. 35, NW NE NE | County: Geary | ||
| Directions: from SE section corner, 5124 feet N and 989 feet W | |||
| Latitude: 39.0581655 | Longitude: -96.7279639 | Datum NAD 27 | |
| Latitude: 39.058166 | Longitude: -96.72825 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.058166 | GPS Longitude: -96.72825 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 43 ft. | Elevation: 1065 ft. | |
| Static Water Level: 23.3 ft. | Est. Yield: 175 gpm. | |
| Comp. Date: 17-Nov-2021 | Well Use: Test hole/well | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Sargent Drlg #946 | License #: 946 | |
| 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: ThermalPlastic
Casing Joints: Glued |
Diam: 6 in. to 23 ft | |
| Casing height above land surface: 288 in
Casing Weight: lbs/ft Wall thickness or gauge no.: .025 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Continuous slot (PVC) | |
| Screen-perforated intervals | From: 23 ft to 43 ft | |
| Gravel pack intervals | From: 20 ft to 43 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 20 ft. | top soil and brown clay | |
| From: 20 ft. to 23 ft. | brown clay, moderately weathered | |
| From: 23 ft. to 40 ft. | fine-medium-coarse rocks, moderately weathered, with brown clay layer | |
| From: 40 ft. to 45 ft. | fine-medium-coarse rocks, moderately weathered | |
| From: 45 ft. to 50 ft. | shale and limestone, moderately weathered | |