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Specific Water Well Detail |
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| Location Info | |||
| Owner: Strong, Ryan | Status: Constructed | ||
| Location: T15S, R19E, Sec. 3, NW SE NW SW | County: Douglas | ||
| Directions: 228 E 1100 Rd, Baldwin City | |||
| Latitude: 38.7730152 | Longitude: -95.2948349 | Datum NAD 27 | |
| Latitude: 38.773022 | Longitude: -95.295089 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.773022 | GPS Longitude: -95.295089 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 138 ft. | Elevation: 1032 ft. | |
| Static Water Level: 63 ft. | Est. Yield: 30 gpm. | |
| Comp. Date: 19-Nov-2014 | 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: 95 ft. | ||
| Bore hole diameter: 10 inches to 138 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 6 in. to 138 ft | |
| Casing height above land surface: 14 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: 118 ft to 138 ft | |
| Gravel pack intervals | From: 20 ft to 138 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: Abandoned water well | ||
| Direction from well: N | Distance: 10 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 18 ft. | tan shale | |
| From: 18 ft. to 24 ft. | tan shale, sandy | |
| From: 24 ft. to 31 ft. | gray shale, sandy | |
| From: 31 ft. to 33 ft. | tan shale, sandy | |
| From: 33 ft. to 38 ft. | gray shale, sandy | |
| From: 38 ft. to 95 ft. | gray shale, sandy | |
| From: 95 ft. to 138 ft. | sandstone | |