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Specific Water Well Detail |
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| Location Info | |||
| Owner: Rome, Mike | Status: Constructed | ||
| Location: T23S, R33W, Sec. 5, SW SE SW | County: Finney | ||
| Directions: 6 N, 1.25 E of Holcomb | |||
| Latitude: 38.077145 | Longitude: -100.9689838 | Datum NAD 27 | |
| Latitude: 38.0771686 | Longitude: -100.969425 | 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: 297 ft. | Elevation: ft. | |
| Static Water Level: 155 ft. | Est. Yield: gpm. | |
| Comp. Date: 08-Dec-1976 | Well Use: Irrigation | |
| DWR Applic. #: | 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 form(s) on screen | Download scan(s) | |
| The download files contain one or more TIFF images compressed into a ZIP archive. Your browser may be already set up to decompress these files. The TIFFs are 300 dpi archival-quality scans of the WWC5 forms and can be viewed by software like Adobe PhotoShop. | ||
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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:
Casing Joints: |
Diam: 0 in. to 0 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: | Screen Openings: | |
| Screen-perforated intervals | From: 220 ft to 285 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: 0 to 0 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 3 ft. | surface | |
| From: 3 ft. to 67 ft. | brown clay, caliche and sand streaks | |
| From: 67 ft. to 75 ft. | sand fine med. coarse and med. small gravel | |
| From: 75 ft. to 79 ft. | brown and blue clay | |
| From: 79 ft. to 87 ft. | sand fine med. coarse and small gravel | |
| From: 87 ft. to 115 ft. | brown clay and fine sand | |
| From: 115 ft. to 120 ft. | sand fine med. coarse and brown sandy clay, used lots of water | |
| From: 120 ft. to 128 ft. | sand fine med. coarse, few med. small gravel, loose, used water | |
| From: 128 ft. to 152 ft. | brown sandy clay and sand | |
| From: 152 ft. to 177 ft. | brown clay, caliche and sand | |
| From: 177 ft. to 185 ft. | sand fine med. coarse and small gravel, loose, used lots of water | |
| From: 185 ft. to 190 ft. | brown clay and caliche | |
| From: 190 ft. to 231 ft. | sand fine med. coarse and small gravel, real loose, used lots of water (good) | |
| From: 231 ft. to 240 ft. | brown clay and some broken white rock | |
| From: 240 ft. to 255 ft. | sand fine med. and brown sandy clay, fairly loose, some gyp and broken white rock, used lots of water | |
| From: 255 ft. to 260 ft. | sand fine med. coarse, small gravel and some white rock, loose, used lots of water, small clay sts. | |
| From: 260 ft. to 278 ft. | sand fine med. coarse, small gravel and small white rock, loose, used lots of water | |
| From: 278 ft. to 285 ft. | cemented sand fine med. coarse and sandy clay, real hard in places | |
| From: 285 ft. to 294 ft. | sand fine med. coarse, small gravel and med. to small white rock, loose, used lots of water (very good) | |
| From: 294 ft. to 308 ft. | yellow clay and soapstone | |
| From: 308 ft. to 320 ft. | shale, firm | |