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Specific Water Well Detail |
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| Location Info | |||
| Owner: BP Products North America | Status: Constructed | ||
| Location: T30S, R16E, Sec. 20, SW NE SE NW | County: Wilson | ||
| Directions: in right-of-way of 533 N 6th St, Neodesha | |||
| Latitude: 37.4230554 | Longitude: -95.6811349 | Datum NAD 27 | |
| Latitude: 37.423116 | Longitude: -95.681397 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.423116 | GPS Longitude: -95.681397 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 18 ft. | Elevation: 803 ft. | |
| Static Water Level: 10.17 ft. | Est. Yield: gpm. | |
| Comp. Date: 24-Sep-2020 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 49R | |
| Driller Info | ||
| Driller: Below Ground Surface, Inc. | License #: 710 | |
| 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?: No
Water Well disinfected?: No | ||
| Ground water encountered: 10 ft. | ||
| Bore hole diameter: 8.5 inches to 8 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 2 in. to 8 ft | |
| Casing height above land surface: 0 in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 8 ft to 18 ft | |
| Gravel pack intervals | From: 6 ft to 18 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 2 ft
From: 2 to 6 ft | |
| Source of Possible Contamination | ||
| Source: Sewer lines | ||
| Direction from well: N | Distance: 15 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 2 ft. | asphalt, fill | |
| From: 2 ft. to 6 ft. | silty clay | |
| From: 6 ft. to 10 ft. | clayey silt with gravel | |
| From: 10 ft. to 18 ft. | sandy gravel | |