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Specific Water Well Detail |
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| Location Info | |||
| Owner: Highland Community College | Status: Constructed | ||
| Location: T2S, R17E, Sec. 26, NE SE SW SE | County: Brown | ||
| Directions: from 230th St and Mulberry Rd, 3760 feet E and then 500 feet N | |||
| Latitude: 39.8429675 | Longitude: -95.4759328 | Datum NAD 27 | |
| Latitude: 39.842972 | Longitude: -95.476194 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.842972 | GPS Longitude: -95.476194 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 63 ft. | Elevation: 1074 ft. | |
| Static Water Level: 54 ft. | Est. Yield: 30 gpm. | |
| Comp. Date: 04-Nov-2011 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Drill-Well, LLC | License #: 779 | |
| 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: 54 ft. | ||
| Bore hole diameter: 10 inches to 63 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 63 ft | |
| Casing height above land surface: 24 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SDR21 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 53 ft to 63 ft | |
| Gravel pack intervals | From: 50 ft to 63 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 5 to 50 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 5 ft. | No Sample | |
| From: 5 ft. to 34 ft. | silty clay, tan | |
| From: 34 ft. to 36 ft. | sandy clay, tan | |
| From: 36 ft. to 60 ft. | sand and gravel | |
| From: 60 ft. to 65 ft. | sand and coarse gravel | |
| From: 65 ft. to 67 ft. | cobble | |
| From: 67 ft. to ft. | limestone | |