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Specific Water Well Detail |
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Location Info | |||
Owner: CHS Refinery | Status: Constructed | ||
Location: T19S, R3W, Sec. 32, NW SE SE | County: McPherson | ||
Directions: 2000 S Main St, McPherson | |||
Latitude: 38.3500325 | Longitude: -97.6691415 | Datum NAD 27 | |
Latitude: 38.350043 | Longitude: -97.669462 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 38.350043 | GPS Longitude: -97.669462 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 110 ft. | Elevation: 1489 ft. | |
Static Water Level: 90 ft. | Est. Yield: gpm. | |
Comp. Date: 25-Aug-2022 | Well Use: Monitoring well/observation/piezometer | |
DWR Applic. #: | Other ID: ZL |
Driller Info | ||
Driller: GSI Engineering | 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. |
Chemical Sample Submitted?:
Water Well disinfected?: | ||
Casing Info | ||
Casing Type: ThermalPlastic
Casing Joints: Threaded |
Diam: 4 in. to 70 ft | |
Casing height above land surface: 360 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: 70 ft to 110 ft | |
Gravel pack intervals | From: 68 ft to 110 ft |
Grout Info | ||
Grout used: Bentonite | From: 0 to 68 ft |
Source of Possible Contamination | ||
Source: | ||
Direction from well: | Distance: ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 40 ft. | silty fine clay, pale, brown, slightly moist, firm, not cemented, no staining | |
From: 40 ft. to 85 ft. | clayey fine to medium sand, brown, slightly moist, loose, not cemented | |
From: 85 ft. to 100 ft. | silty fine to medium sand, dark reddish brown, moist, firm, not cemented | |
From: 100 ft. to 110 ft. | silty fine clay, pale brown, wet, loose, not cemented |