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Specific Water Well Detail |
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| Location Info | |||
| Owner: KDHE BER | Status: Constructed | ||
| Location: T32S, R19W, Sec. 13, NE SE NW NE | County: Comanche | ||
| Directions: from former railroad crossing Washington Ave, S of 4th St, 500 feet S and 25 feet W, Coldwater | |||
| Latitude: 37.263063 | Longitude: -99.3331864 | Datum NAD 27 | |
| Latitude: 37.26309 | Longitude: -99.33358 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.26309 | GPS Longitude: -99.33358 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 84 ft. | Elevation: 2075.23 ft. | |
| Static Water Level: 34.83 ft. | Est. Yield: gpm. | |
| Comp. Date: 05-Mar-2019 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: CLMW 6 | |
| 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: 50 ft. , 35 ft. | ||
| Bore hole diameter: 8 inches to 85 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 2 in. to 64 ft | |
| Casing height above land surface: 0 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: 64 ft to 84 ft | |
| Gravel pack intervals | From: 62 ft to 84 ft | |
| Grout Info | ||
| Grout used: | From: 1 to 62 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 2 ft. | top soil/sand | |
| From: 2 ft. to 5 ft. | sandy lean clay, red, medium to coarse sand | |
| From: 5 ft. to 70 ft. | silty lean clay, tan to red, with sand and gravel | |
| From: 70 ft. to 85 ft. | sandy lean clay, tan, fine to medium sand | |