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Specific Water Well Detail |
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| Location Info | |||
| Owner: D.L.G.K. Partnership | Status: Constructed | ||
| Location: T26S, R32W, Sec. 3, NC NW NE | County: Finney | ||
| Directions: from Pierceville, 3 mi S and 7 mi W | |||
| Latitude: 37.8280716 | Longitude: -100.8043572 | Datum NAD 27 | |
| Latitude: 37.828095 | Longitude: -100.8047956 | 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: 488 ft. | Elevation: ft. | |
| Static Water Level: 112 ft. | Est. Yield: 1650 gpm. | |
| Comp. Date: 30-Aug-1991 | Well Use: Irrigation | |
| DWR Applic. #: 7511 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Hydro Res. Mid Continent #145 | 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: 112 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 167 ft after 4 hours pumping 1666 gpm | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: |
Diam: 16 in. to 488 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: Steel | Screen Openings: Continuous slot | |
| Screen-perforated intervals | From: 17 ft to 27 ft
From: 288 ft to 308 ft From: 337 ft to 397 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 20 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Abandoned water well | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 5 ft. | clay | |
| From: 5 ft. to 11 ft. | clay | |
| From: 11 ft. to 25 ft. | medium sand fine gravel sandy clay | |
| From: 25 ft. to 100 ft. | medium sand crs gravel v crs gravel | |
| From: 100 ft. to 116 ft. | medium sand crs gravel v crs gravel | |
| From: 116 ft. to 130 ft. | fine sand medium sand fine gravel | |
| From: 130 ft. to 140 ft. | clay sand | |
| From: 140 ft. to 158 ft. | medium sand fine gravel sandy clay | |
| From: 158 ft. to 171 ft. | clay | |
| From: 171 ft. to 200 ft. | fine sand coarse sand sandy clay | |
| From: 200 ft. to 224 ft. | fine sand coarse sand fine gravel | |
| From: 224 ft. to 229 ft. | clay | |
| From: 229 ft. to 249 ft. | fine gravel limestone clay | |
| From: 249 ft. to 259 ft. | medium sand fine gravel med gravel | |
| From: 259 ft. to 265 ft. | sandstone gravel | |
| From: 265 ft. to 279 ft. | medium sand med gravel rock | |
| From: 279 ft. to 289 ft. | clay sand | |
| From: 289 ft. to 307 ft. | medium sand fine gravel clay | |
| From: 307 ft. to 315 ft. | clay | |
| From: 315 ft. to 320 ft. | fine sand medium sand | |
| From: 320 ft. to 339 ft. | clay | |
| From: 339 ft. to 365 ft. | medium sand fine gravel clay | |
| From: 365 ft. to 377 ft. | medium sand fine gravel limestone | |
| From: 377 ft. to 395 ft. | sandstone clay | |
| From: 395 ft. to 445 ft. | clay | |
| From: 445 ft. to 452 ft. | fine sand clay | |
| From: 452 ft. to 466 ft. | clay | |
| From: 466 ft. to 485 ft. | fine sand medium sand rock | |
| From: 485 ft. to 495 ft. | shale | |