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Specific Water Well Detail |
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| Location Info | |||
| Owner: Reynolds, Sidney | Status: Constructed | ||
| Location: T26S, R33W, Sec. 16, C SW | County: Finney | ||
| Directions: from Garden City: 12 mi S on Hwy 83, 3 mi W on TV Rd, 1320 feet N, 4005 feet W | |||
| Latitude: 37.7840129 | Longitude: -100.9388884 | Datum NAD 27 | |
| Latitude: 37.7840366 | Longitude: -100.9393326 | 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: 430 ft. | Elevation: ft. | |
| Static Water Level: 146 ft. | Est. Yield: gpm. | |
| Comp. Date: 28-Mar-1994 | Well Use: Irrigation | |
| DWR Applic. #: 21143 | 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 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: Steel
Casing Joints: |
Diam: 16 in. to 240 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: Wire wrapped | |
| Screen-perforated intervals | From: 240 ft to 430 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 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 3 ft. | top soil | |
| From: 3 ft. to 19 ft. | brown sandy clay | |
| From: 19 ft. to 34 ft. | fine to medium sand and gravel - 10% clay | |
| From: 34 ft. to 52 ft. | fine to medium sand and gravel | |
| From: 52 ft. to 68 ft. | fine to medium sand and gravel - 10% clay | |
| From: 68 ft. to 84 ft. | fine to medium sand and gravel | |
| From: 84 ft. to 96 ft. | medium to coarse gravel | |
| From: 96 ft. to 123 ft. | fine to medium sand and gravel | |
| From: 123 ft. to 159 ft. | fine to medium sand and gravel - 10% clay | |
| From: 159 ft. to 177 ft. | brown clay | |
| From: 177 ft. to 216 ft. | fine to medium sand and gravel | |
| From: 216 ft. to 247 ft. | brown sandy clay | |
| From: 247 ft. to 259 ft. | fine to medium sand and gravel - 10% clay | |
| From: 259 ft. to 281 ft. | fine to medium sand and gravel | |
| From: 281 ft. to 307 ft. | brown clay | |
| From: 307 ft. to 328 ft. | fine to medium sand and gravel | |
| From: 328 ft. to 334 ft. | brown sandy clay with streaks of gravel | |
| From: 334 ft. to 354 ft. | brown sandy clay | |
| From: 354 ft. to 361 ft. | fine sand | |
| From: 361 ft. to 373 ft. | brown sandy clay | |
| From: 373 ft. to 382 ft. | fine to medium sand and gravel - 20% clay | |
| From: 382 ft. to 419 ft. | fine to medium sand and gravel | |
| From: 419 ft. to 472 ft. | brown sandy clay | |
| From: 472 ft. to 479 ft. | yellow and gray clay | |
| From: 479 ft. to 485 ft. | shale | |