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Specific Water Well Detail |
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| Location Info | |||
| Owner: Grimm, Kent | Status: Constructed | ||
| Location: T1S, R15E, Sec. 36, SE NE SW | County: Brown | ||
| Directions: from Dewberry Rd and 280th St, 2050 feet E, then 1800 feet N in field | |||
| Latitude: 39.9186099 | Longitude: -95.6859532 | Datum NAD 27 | |
| Latitude: 39.918613 | Longitude: -95.686219 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.918613 | GPS Longitude: -95.686219 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 63 ft. | Elevation: 1103 ft. | |
| Static Water Level: 12 ft. | Est. Yield: 400 gpm. | |
| Comp. Date: 13-Nov-2024 | Well Use: Test hole/well | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Associated Drilling, Inc. #990 | License #: 990 | |
| 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?:
Water Well disinfected?: | ||
| Casing Info | ||
| Casing Type: ThermalPlastic
Casing Joints: Glued |
Diam: 12 in. to 43 ft | |
| Casing height above land surface: 144 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: 43 ft to 63 ft | |
| Gravel pack intervals | From: 20 ft to 63 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 26 ft. | clay | |
| From: 26 ft. to 39 ft. | shaley limestone, unweathered | |
| From: 39 ft. to 45 ft. | shale, unweathered, gray | |
| From: 45 ft. to 55 ft. | limestone, broken | |
| From: 55 ft. to 63 ft. | shale, unweathered | |