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Specific Water Well Detail |
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| Location Info | |||
| Owner: Pete's Corporation | Status: Constructed | ||
| Location: T28S, R20E, Sec. 29, SE SE SE SW | County: Neosho | ||
| Directions: 429 N. Main St., Erie | |||
| Latitude: 37.5725077 | Longitude: -95.2434418 | Datum NAD 27 | |
| Latitude: 37.57256 | Longitude: -95.2437 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.57256 | GPS Longitude: -95.2437 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 28 ft. | Elevation: 898.43 ft. | |
| Static Water Level: 16.41 ft. | Est. Yield: gpm. | |
| Comp. Date: 26-Aug-2015 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW-15 | |
| Driller Info | ||
| Driller: GSI Engineering, LLC | License #: 531 | |
| 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: 25.5 ft. , 16.4 ft. | ||
| Bore hole diameter: 8 inches to 30 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 2 in. to 13 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: Mill slot | |
| Screen-perforated intervals | From: 13 ft to 28 ft | |
| Gravel pack intervals | From: 10 ft to 30 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 1 to 10 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 1.5 ft. | top soil | |
| From: 1.5 ft. to 20 ft. | silty clay, brown, some fine sand | |
| From: 20 ft. to 30 ft. | sandy clay, gray, very fine to med sand, gravel at 28.5 feet | |