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Specific Water Well Detail |
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| Location Info | |||
| Owner: Crosson, Dylan | Status: Constructed | ||
| Location: T8S, R4W, Sec. 28, SW SE SE | County: Cloud | ||
| Directions: from Acorn Rd and 90th Rd, 0.5 mi W and 30 feet N | |||
| Latitude: 39.3214066 | Longitude: -97.7641151 | Datum NAD 27 | |
| Latitude: 39.321408 | Longitude: -97.764432 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.321408 | GPS Longitude: -97.764432 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 100 ft. | Elevation: 1359 ft. | |
| Static Water Level: 22 ft. | Est. Yield: 150 gpm. | |
| Comp. Date: 11-Oct-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: 8 in. to 40 ft
Diam: 8 in. to 100 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: 40 ft to 90 ft | |
| Gravel pack intervals | From: 20 ft to 100 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 12 ft. | clay | |
| From: 12 ft. to 28 ft. | shale, unweathered, with sandstone lenses | |
| From: 28 ft. to 82 ft. | sandstone, unweathered | |
| From: 82 ft. to 94 ft. | shale, unweathered, sandstone, and pyrite layers | |
| From: 94 ft. to 100 ft. | shale, unweathered | |