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Specific Water Well Detail |
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| Location Info | |||
| Owner: City of Copeland | Status: Constructed | ||
| Location: T29S, R30W, Sec. 17, SW NW SW | County: Gray | ||
| Directions: from HH Rd and Rd 2, 1365 feet N and 267 feet E into field | |||
| Latitude: 37.5221196 | Longitude: -100.6328957 | Datum NAD 27 | |
| Latitude: 37.522144 | Longitude: -100.63333 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.522144 | GPS Longitude: -100.63333 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 400 ft. | Elevation: 2819 ft. | |
| Static Water Level: 314 ft. | Est. Yield: gpm. | |
| Comp. Date: 10-Apr-2025 | Well Use: Test hole/well | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Downey Drlg #748 | License #: 748 | |
| 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: Steel
Casing Joints: Splines |
Diam: 6 in. to 360 ft | |
| Casing height above land surface: 288 in
Casing Weight: lbs/ft Wall thickness or gauge no.: .390 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Continuous slot (PVC) | |
| Screen-perforated intervals | From: 360 ft to 400 ft | |
| Gravel pack intervals | From: 26 ft to 262 ft
From: 348 ft to 400 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 26 ft
From: 262 to 348 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, brown, soft | |
| From: 2 ft. to 16 ft. | silty clay, brown, soft | |
| From: 16 ft. to 44 ft. | caliche, white, stiff | |
| From: 44 ft. to 56 ft. | sandy clay, brown, soft | |
| From: 56 ft. to 78 ft. | fine to coarse sand and gravel, stiff | |
| From: 78 ft. to 81 ft. | fine sand, firm | |
| From: 81 ft. to 94 ft. | fine to coarse sand, stiff | |
| From: 94 ft. to 115 ft. | fine to medium sand and gravel, stiff | |
| From: 115 ft. to 316 ft. | fine to medium gravel, stiff | |
| From: 316 ft. to 318 ft. | sandy clay, brown, soft | |
| From: 318 ft. to 374 ft. | coarse gravel, stiff | |
| From: 374 ft. to 379 ft. | sandy clay, brown, soft | |
| From: 379 ft. to 400 ft. | clayey fine to coarse sand, brown, soft | |