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Specific Water Well Detail |
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| Location Info | |||
| Owner: Befort, Clayton | Status: Constructed | ||
| Location: T32S, R31W, Sec. 11, SE NE SE NE | County: Seward | ||
| Directions: from Hwy 83 and 160 South of Sublette, 12 mi E to road X, 0.75 mi N, 150 feet W | |||
| Latitude: 37.28145 | Longitude: -100.65353 | Datum NAD 27 | |
| Latitude: 37.28147 | Longitude: -100.6539588 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.28145 | GPS Longitude: -100.65353 | Datum NAD27 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 492 ft. | Elevation: 2780 ft. | |
| Static Water Level: 270 ft. | Est. Yield: 115 gpm. | |
| Comp. Date: 30-Dec-2016 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: Test hole 3 | |
| Driller Info | ||
| Driller: Hydro Resources Mid Continent, Inc. | License #: 145 | |
| 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: 270 ft. | ||
| Pump test data: Well water was 323 ft after 3 hours pumping 115 gpm | ||
| Bore hole diameter: 12 inches to 492 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 6 in. to 492 ft | |
| Casing height above land surface: 12 in
Casing Weight: 4.129 lbs/ft Wall thickness or gauge no.: .316 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 312 ft to 392 ft
From: 432 ft to 492 ft | |
| Gravel pack intervals | From: 20 ft to 492 ft | |
| Grout Info | ||
| Grout used: | 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 2 ft. | surface | |
| From: 2 ft. to 30 ft. | brown clay, few caliche, few sand | |
| From: 30 ft. to 39 ft. | cemented sand, sandy clay | |
| From: 39 ft. to 50 ft. | sand, fine | |
| From: 50 ft. to 61 ft. | sand, fine to medium coarse | |
| From: 61 ft. to 75 ft. | red clay, few brown, lime rock | |
| From: 75 ft. to 86 ft. | brown clay, few sand | |
| From: 86 ft. to 186 ft. | sand, fine to medium, coarse, small gravel | |
| From: 186 ft. to 198 ft. | cemented sand, sandy clay | |
| From: 198 ft. to 241 ft. | sand, fine to small | |
| From: 241 ft. to 253 ft. | brown clay and sand, mixed | |
| From: 253 ft. to 267 ft. | sand, fine to small | |
| From: 267 ft. to 302 ft. | brown and blue clay, few sand | |
| From: 302 ft. to 316 ft. | sand, fine to small, few medium | |
| From: 316 ft. to 368 ft. | sand, fine to small, few medium, few ledges | |
| From: 368 ft. to 385 ft. | brown clay | |
| From: 385 ft. to 398 ft. | sand, fine, few small clay, mixed | |
| From: 398 ft. to 422 ft. | lime rock, brown clay | |
| From: 422 ft. to 432 ft. | brown clay | |
| From: 432 ft. to 443 ft. | sand, fine clays, mixed | |
| From: 443 ft. to 451 ft. | brown clay and sand, mixed | |
| From: 451 ft. to 460 ft. | sand, silty to very fine, few fine | |
| From: 460 ft. to 473 ft. | sand, silty to fine, small | |
| From: 473 ft. to 482 ft. | brown clay | |
| From: 482 ft. to 492 ft. | sand, fine | |
| From: 492 ft. to 496 ft. | brown clay | |
| From: 496 ft. to 500 ft. | red bed | |