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Specific Water Well Detail |
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| Location Info | |||
| Owner: Cook, Dustin | Status: Constructed | ||
| Location: T26S, R27W, Sec. 36, NE SW SW NW | County: Gray | ||
| Directions: 18034 24 Rd, Cimarron | |||
| Latitude: 37.7452849 | Longitude: -100.2314533 | Datum NAD 27 | |
| Latitude: 37.745307 | Longitude: -100.231877 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.745307 | GPS Longitude: -100.231877 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 228 ft. | Elevation: 2626 ft. | |
| Static Water Level: 130 ft. | Est. Yield: 16 gpm. | |
| Comp. Date: 13-Aug-2020 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Southwest Windmill & Water Well Service, Inc. | License #: 805 | |
| 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?: Yes | ||
| Ground water encountered: 130 ft. | ||
| Pump test data: Well water was 210 ft after 1 hours pumping 16 gpm | ||
| Bore hole diameter: 10 inches to 228 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 128 ft | |
| Casing height above land surface: 24 in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 128 ft to 228 ft | |
| Gravel pack intervals | From: 25 ft to 228 ft | |
| Grout Info | ||
| Grout used: | From: 5 to 25 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 10 ft. | sandy top soil | |
| From: 10 ft. to 15 ft. | gray clay | |
| From: 15 ft. to 46 ft. | sandy clay and fine sand | |
| From: 46 ft. to 155 ft. | coarse sand | |
| From: 155 ft. to 178 ft. | sandstone and clay | |
| From: 178 ft. to 228 ft. | shale | |