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Specific Water Well Detail |
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| Location Info | |||
| Owner: Wildcat Construction Co., Inc. | Status: Constructed | ||
| Location: T10S, R8E, Sec. 17, NW SE NE | County: Pottawatomie | ||
| Directions: from Hwy 24 and Levee Drive, 0.5 mi S on south side of Levee | |||
| Latitude: 39.1842043 | Longitude: -96.5428801 | Datum NAD 27 | |
| Latitude: 39.184203 | Longitude: -96.543164 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.184203 | GPS Longitude: -96.543164 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 50 ft. | Elevation: 1011 ft. | |
| Static Water Level: 20 ft. | Est. Yield: gpm. | |
| Comp. Date: 01-Feb-2023 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 1 | |
| 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: Threaded |
Diam: 2 in. to 50 ft | |
| Casing height above land surface: 288 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: 30 ft to 50 ft | |
| Gravel pack intervals | From: 20 ft to 50 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. | sandy clay | |
| From: 12 ft. to 17 ft. | clayey fine sand | |
| From: 17 ft. to 30 ft. | coarse sand | |
| From: 30 ft. to 39 ft. | coarse sand with boulders | |
| From: 39 ft. to 43 ft. | coarse sand, gravelly | |
| From: 43 ft. to 50 ft. | shale, unweathered | |