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Specific Water Well Detail |
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| Location Info | |||
| Owner: McPherson Street Dept. | Status: Constructed | ||
| Location: T19S, R3W, Sec. 28, SE SE NW NW | County: McPherson | ||
| Directions: 940 S Broadway, McPherson | |||
| Latitude: 38.3731514 | Longitude: -97.6621763 | Datum NAD 27 | |
| Latitude: 38.37316 | Longitude: -97.6625 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.37316 | GPS Longitude: -97.6625 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 110 ft. | Elevation: 1496 ft. | |
| Static Water Level: 83.55 ft. | Est. Yield: gpm. | |
| Comp. Date: 09-Sep-2014 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 4 | |
| Driller Info | ||
| Driller: Associated Drilling, Inc. | License #: 760 | |
| 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: 88 ft. | ||
| Bore hole diameter: 8 inches to 110 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 4 in. to 110 ft | |
| Casing height above land surface: 0 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SCH40 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 80 ft to 110 ft | |
| Gravel pack intervals | From: 75 ft to 110 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 75 ft | |
| Source of Possible Contamination | ||
| Source: Fuel storage | ||
| Direction from well: 0 | Distance: 0 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 1 ft. | soil | |
| From: 1 ft. to 20 ft. | clay, brown | |
| From: 20 ft. to 70 ft. | clayey silt | |
| From: 70 ft. to 88 ft. | silty sand, light gray | |
| From: 88 ft. to 100 ft. | coarse to very coarse sand | |
| From: 100 ft. to 110 ft. | silty sand with clay | |