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Specific Water Well Detail |
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| Location Info | |||
| Owner: GRS Bulldozing | Status: Constructed | ||
| Location: T8S, R13E, Sec. 19, SE SW SW SE | County: Jackson | ||
| Directions: from 158th Rd and B Rd, 0.57 mi E and 0.04 mi N | |||
| Latitude: 39.3332017 | Longitude: -96.0052991 | Datum NAD 27 | |
| Latitude: 39.3332 | Longitude: -96.00557 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.3332 | GPS Longitude: -96.00557 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 99 ft. | Elevation: 1060 ft. | |
| Static Water Level: 23 ft. | Est. Yield: 5 gpm. | |
| Comp. Date: 14-Nov-2013 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| 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?: Yes | ||
| Ground water encountered: 25 ft. | ||
| Bore hole diameter: 10 inches to 99 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 6 in. to 99 ft | |
| Casing height above land surface: 24 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SDR26 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 19 ft to 39 ft | |
| Gravel pack intervals | From: 19 ft to 99 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 19 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 15 ft. | brown clay | |
| From: 15 ft. to 16 ft. | gravel, small | |
| From: 16 ft. to 26 ft. | brown clay | |
| From: 26 ft. to 28 ft. | gravel, small | |
| From: 28 ft. to 87 ft. | gray shale | |
| From: 87 ft. to 99 ft. | red shale | |