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Specific Water Well Detail |
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| Location Info | |||
| Owner: Lear, Boyd | Status: Constructed | ||
| Location: T26S, R32W, Sec. 31, NE NW NW NW | County: Finney | ||
| Directions: from Plymell, 4 mi S | |||
| Latitude: 37.75114 | Longitude: -100.86932 | Datum NAD 27 | |
| Latitude: 37.7511626 | Longitude: -100.8697582 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.75114 | GPS Longitude: -100.86932 | Datum NAD27 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 510 ft. | Elevation: 2902 ft. | |
| Static Water Level: 302 ft. | Est. Yield: 1299 gpm. | |
| Comp. Date: 22-Sep-2016 | Well Use: Irrigation | |
| DWR Applic. #: 16324 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| 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: 302 ft. | ||
| Pump test data: Well water was 382 ft after 4 hours pumping 1299 gpm | ||
| Bore hole diameter: 24 inches to 510 ft | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: Welded |
Diam: 16 in. to 510 ft | |
| Casing height above land surface: 12 in
Casing Weight: 42.09 lbs/ft Wall thickness or gauge no.: .250 | ||
| Screen and Perforation Info | ||
| Screen Type: Steel | Screen Openings: Continuous slot | |
| Screen-perforated intervals | From: 330 ft to 490 ft | |
| Gravel pack intervals | From: 20 ft to 510 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 20 to 510 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 | |
| From: 2 ft. to 9 ft. | brown sandy clay | |
| From: 9 ft. to 15 ft. | fine sand | |
| From: 15 ft. to 21 ft. | brown sandy clay | |
| From: 21 ft. to 29 ft. | fine sand | |
| From: 29 ft. to 39 ft. | brown sandy clay and fine to medium sand | |
| From: 39 ft. to 46 ft. | fine sand | |
| From: 46 ft. to 91 ft. | fine to medium coarse sand and small, medium, and large gravel | |
| From: 91 ft. to 122 ft. | brown sandy clay | |
| From: 122 ft. to 194 ft. | fine to medium coarse sand with couple of clay stringers | |
| From: 194 ft. to 217 ft. | fine to medium coarse with couple of clay stringers | |
| From: 217 ft. to 241 ft. | blue clay | |
| From: 241 ft. to 257 ft. | fine to medium coarse sand | |
| From: 257 ft. to 265 ft. | brown and blue clay | |
| From: 265 ft. to 321 ft. | fine to medium coarse sand and small gravel | |
| From: 321 ft. to 329 ft. | brown sandy clay | |
| From: 329 ft. to 356 ft. | fine, few medium sand with some clay ledges | |
| From: 356 ft. to 382 ft. | fine to medium coarse sand | |
| From: 382 ft. to 388 ft. | brown sandy clay | |
| From: 388 ft. to 401 ft. | fine sand with some clay stringers | |
| From: 401 ft. to 410 ft. | fine sand | |
| From: 410 ft. to 420 ft. | brown clay | |
| From: 420 ft. to 443 ft. | sand, fine to medium | |
| From: 443 ft. to 450 ft. | fine to medium sand with many clay stringers | |
| From: 450 ft. to 465 ft. | brown clay | |
| From: 465 ft. to 475 ft. | fine sand with some clay stringers | |
| From: 475 ft. to 490 ft. | fine to medium coarse sand | |
| From: 490 ft. to 516 ft. | brown clay | |
| From: 516 ft. to 543 ft. | soapstone with a few sandstone strips | |
| From: 543 ft. to 560 ft. | shale | |