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Specific Water Well Detail |
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| Location Info | |||
| Owner: City of Lawrence | Status: Constructed | ||
| Location: T13S, R20E, Sec. 4, SW NW NW NE | County: Douglas | ||
| Directions: 1608 N 1400 Rd, Lawrence | |||
| Latitude: 38.9560488 | Longitude: -95.194182 | Datum NAD 27 | |
| Latitude: 38.956054 | Longitude: -95.194436 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.956054 | GPS Longitude: -95.194436 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 59 ft. | Elevation: ft. | |
| Static Water Level: 24.79 ft. | Est. Yield: gpm. | |
| Comp. Date: 28-May-2021 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 29B | |
| Driller Info | ||
| Driller: GSI Engineering, LLC | License #: 531 | |
| 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?: No | ||
| Ground water encountered: 44.5 ft. | ||
| Bore hole diameter: 8.25 inches to 59 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 2 in. to 49 ft | |
| Casing height above land surface: 36 in
Casing Weight: lbs/ft Wall thickness or gauge no.: 40 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 49 ft to 59 ft | |
| Gravel pack intervals | From: 47 ft to 59 ft | |
| Grout Info | ||
| Grout used: | From: 1 to 47 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 3.5 ft. | lithology not logged | |
| From: 3.5 ft. to 48.5 ft. | lean clay, gray-brown to tan to gray, with silt and sand | |
| From: 48.5 ft. to 58.5 ft. | fine to medium, coarse sand | |
| From: 58.5 ft. to 59 ft. | fine silt, gray, trace clay | |