|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: BNSF | Status: Constructed | ||
| Location: T23S, R1E, Sec. 19, NE NE SW SW | County: Harvey | ||
| Directions: Sand Creek rail yard, corner of Boyd and Sharps Rd. | |||
| Latitude: 38.0310369 | Longitude: -97.3685654 | Datum NAD 27 | |
| Latitude: 38.03105 | Longitude: -97.368882 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.03105 | GPS Longitude: -97.368882 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 30 ft. | Elevation: 1426 ft. | |
| Static Water Level: 9 ft. | Est. Yield: gpm. | |
| Comp. Date: 10-Aug-2017 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 1 | |
| Driller Info | ||
| Driller: Environmental Works, Inc. | License #: 753 | |
| 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. | |
|
Chemical Sample Submitted?: No
Water Well disinfected?: No | ||
| Ground water encountered: 24 ft. | ||
| Bore hole diameter: 6 inches to 30 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 2 in. to 20 ft
Diam: 2 in. to ft | |
| Casing height above land surface: 0 in
Casing Weight: lbs/ft Wall thickness or gauge no.: 40 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Continuous slot | |
| Screen-perforated intervals | From: 20 ft to 30 ft | |
| Gravel pack intervals | From: 18 ft to 30 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 1 to 18 ft | |
| Source of Possible Contamination | ||
| Source: Watertight sewer lines | ||
| Direction from well: NORTH | Distance: 500 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 2 ft. | asphalt and fill | |
| From: 2 ft. to 24 ft. | tan silty clay | |
| From: 24 ft. to 26 ft. | sandy clay | |
| From: 26 ft. to 30 ft. | silty clay | |