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Specific Water Well Detail |
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| Location Info | |||
| Owner: Pearson, Wilma | Status: Constructed | ||
| Location: T13S, R4E, Sec. 18, SE NE SW SW | County: Dickinson | ||
| Directions: from 2200 Ave and Quail Rd, 0.5 mi N | |||
| Latitude: 38.9168091 | Longitude: -97.0331406 | Datum NAD 27 | |
| Latitude: 38.916811 | Longitude: -97.033436 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.916811 | GPS Longitude: -97.033436 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 130 ft. | Elevation: 1195 ft. | |
| Static Water Level: 80 ft. | Est. Yield: 20 gpm. | |
| Comp. Date: 09-Aug-2012 | 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: 97 ft. , 130 ft. | ||
| Bore hole diameter: 10 inches to 130 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 6 in. to 130 ft | |
| Casing height above land surface: 36 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 120 ft | |
| Gravel pack intervals | From: 20 ft to 130 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: House | ||
| Direction from well: W | Distance: 50 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 17 ft. | shale | |
| From: 17 ft. to 18 ft. | shale and limestone | |
| From: 18 ft. to 19 ft. | limestone | |
| From: 19 ft. to 100 ft. | shale | |
| From: 100 ft. to 102 ft. | limestone | |
| From: 102 ft. to 130 ft. | shale | |