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Specific Water Well Detail |
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| Location Info | |||
| Owner: Elliott, Otis | Status: Constructed | ||
| Location: T30S, R28W, Sec. 7, SW SW SE | County: Meade | ||
| Directions: from W side of Meade: 5 mi W, 10 mi N, 1 mi E, 1 mi N, 2585 feet W, and 100 feet N | |||
| Latitude: 37.4463575 | Longitude: -100.4233225 | Datum NAD 27 | |
| Latitude: 37.4463809 | Longitude: -100.423749 | Datum NAD 83 | |
| Longitude and latitude calculated by Survey from township-range-section-quarter calls. Only good to within the quarter call accuracy. | |||
| View well on interactive map | |||
| General Info | ||
| Well Depth: 380 ft. | Elevation: ft. | |
| Static Water Level: 26.15 ft. | Est. Yield: gpm. | |
| Comp. Date: 28-Dec-1982 | Well Use: Irrigation | |
| DWR Applic. #: 35095 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Minter-Wilson Drlg. Co., Inc. | License #: 208 | |
| 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?: | ||
| Ground water encountered: 0 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: |
Diam: 16 in. to 200 ft
Diam: 0 in. to 0 ft Diam: 0 in. to 0 ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: Galvanized Steel | Screen Openings: Wire wrapped | |
| Screen-perforated intervals | From: 200 ft to 380 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Cement grout | From: 0 to 10 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: OTHER | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 1 ft. | topsoil | |
| From: 1 ft. to 15 ft. | brown clay | |
| From: 15 ft. to 83 ft. | fine to medium sand (loose) | |
| From: 83 ft. to 98 ft. | brown clay | |
| From: 98 ft. to 125 ft. | fine to medium sand and gravel (loose) | |
| From: 125 ft. to 170 ft. | fine to medium sand and gravel 10% clay (loose) | |
| From: 170 ft. to 185 ft. | brown and gray clay | |
| From: 185 ft. to 191 ft. | fine to medium sand and gravel 15% clay (loose) | |
| From: 191 ft. to 224 ft. | fine to medium sand and gravel 10% clay (loose) | |
| From: 224 ft. to 233 ft. | brown sandy clay | |
| From: 233 ft. to 343 ft. | fine to medium sand and gravel 10% clay (loose) | |
| From: 343 ft. to 352 ft. | brown sandy clay 30% gravel | |
| From: 352 ft. to 373 ft. | fine to medium sand and gravel 10% clay (loose) | |
| From: 373 ft. to 380 ft. | brown sandy clay streaks of gravel 30% (loose) | |
| From: 380 ft. to 395 ft. | brown sandy clay | |
| From: 395 ft. to 434 ft. | brown and gray clay with white rock (tight) (hard streaks) | |
| From: 434 ft. to 451 ft. | gray brown and yellow clay with brown rock (hard) | |
| From: 451 ft. to 455 ft. | yellow clay and shale | |