|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Enterprise Products Operating | Status: Constructed | ||
| Location: T23S, R6W, Sec. 28, SE SW NW | County: Reno | ||
| Directions: 2610 S Mohawk Rd, Hutchinson | |||
| Latitude: 38.0211462 | Longitude: -97.9908585 | Datum NAD 27 | |
| Latitude: 38.021159 | Longitude: -97.991194 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.021159 | GPS Longitude: -97.991194 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 90 ft. | Elevation: 1583 ft. | |
| Static Water Level: 51.78 ft. | Est. Yield: gpm. | |
| Comp. Date: 15-Jul-2022 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 41072-2I | |
| Driller Info | ||
| Driller: Plains Env. Services | License #: 709 | |
| 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?:
Water Well disinfected?: | ||
| Casing Info | ||
| Casing Type: ThermalPlastic
Casing Joints: Threaded |
Diam: 2 in. to 80 ft | |
| Casing height above land surface: 292.8 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: 80 ft to 90 ft | |
| Gravel pack intervals | From: 77 ft to 90 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 2 to 40 ft
From: 40 to 75 ft From: 75 to 77 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 6.5 ft. | silty medium to coarse sand and gravel, dark brown | |
| From: 6.5 ft. to 52 ft. | silty clay, brown | |
| From: 52 ft. to 90 ft. | silty fine to coarse sand and gravel, brown | |