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Specific Water Well Detail |
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| Location Info | |||
| Owner: City of Easton | Status: Constructed | ||
| Location: T8S, R21E, Sec. 19, SW NE | County: Leavenworth | ||
| Directions: from 231st St and Broad St, Easton: 2 mi S, on W side of Rd | |||
| Latitude: 39.3410833 | Longitude: -95.1141858 | Datum NAD 27 | |
| Latitude: 39.341083 | Longitude: -95.114434 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.341083 | GPS Longitude: -95.114434 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 55 ft. | Elevation: ft. | |
| Static Water Level: 4 ft. | Est. Yield: gpm. | |
| Comp. Date: 23-Jun-2015 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: OB 3-15 | |
| Driller Info | ||
| Driller: Clarke Well and Equipment, Inc. | License #: 185 | |
| 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. | top soil | |
| From: 2 ft. to 21 ft. | clay, tan and gray | |
| From: 21 ft. to 43 ft. | silty clay, gray, soft | |
| From: 43 ft. to 49 ft. | very fine sand | |
| From: 49 ft. to 52 ft. | very fine to fine to medium sand | |
| From: 52 ft. to 57 ft. | coarse to fine gravel with coarse to very fine sand | |
| From: 57 ft. to 60 ft. | shale, gray, hard | |