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Specific Water Well Detail |
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| Location Info | |||
| Owner: Hervey, John | Status: Constructed | ||
| Location: T32S, R2E, Sec. 10, NE NE SW NE | County: Sumner | ||
| Directions: N. River Rd. and E. 20th Ave. | |||
| Latitude: 37.2853656 | Longitude: -97.1916273 | Datum NAD 27 | |
| Latitude: 37.285391 | Longitude: -97.19195 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.285391 | GPS Longitude: -97.19195 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 64 ft. | Elevation: 1200 ft. | |
| Static Water Level: 22 ft. | Est. Yield: 250 gpm. | |
| Comp. Date: 22-Mar-2017 | Well Use: Irrigation | |
| DWR Applic. #: 49,064 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Premier Pump and Well Service, Inc. | License #: 238 | |
| 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?: Yes | ||
| Ground water encountered: 22 ft. | ||
| Bore hole diameter: 30 inches to 64 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 16 in. to 64 ft | |
| Casing height above land surface: 12 in
Casing Weight: lbs/ft Wall thickness or gauge no.: 0.50 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Saw cut | |
| Screen-perforated intervals | From: 44 ft to 64 ft | |
| Gravel pack intervals | From: 23 ft to 64 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 3 to 23 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 27 ft. | clay | |
| From: 27 ft. to 42 ft. | medium to fine sand with clay | |
| From: 42 ft. to 46 ft. | clay | |
| From: 46 ft. to 60 ft. | medium sand with clay | |
| From: 60 ft. to 64 ft. | shale | |