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Specific Water Well Detail |
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| Location Info | |||
| Owner: KDHE (City of Erie) | Status: Constructed | ||
| Location: T28S, R20E, Sec. 32, SW NW NE | County: Neosho | ||
| Directions: 226 N Main St, Erie (U3-067-15295) | |||
| Latitude: 37.5698881 | Longitude: -95.2426822 | Datum NAD 27 | |
| Latitude: 37.56994 | Longitude: -95.24294 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.56994 | GPS Longitude: -95.24294 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 21.5 ft. | Elevation: 892 ft. | |
| Static Water Level: 11.74 ft. | Est. Yield: gpm. | |
| Comp. Date: 28-Aug-2023 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 2 | |
| Driller Info | ||
| Driller: Larsen & Associates | License #: 757 | |
| 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: Threaded |
Diam: 2 in. to 11.5 ft | |
| Casing height above land surface: -6.72 in
Casing Weight: lbs/ft Wall thickness or gauge no.: 0.154" | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 11.5 ft to 21.5 ft | |
| Gravel pack intervals | From: 9.5 ft to 21.5 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 1 to 9.5 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 1 ft. | gravelly top soil | |
| From: 1 ft. to 3 ft. | silty clay | |
| From: 3 ft. to 8 ft. | clay | |
| From: 8 ft. to 16 ft. | silty clay | |
| From: 16 ft. to 21.5 ft. | sandy clay | |