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Specific Water Well Detail |
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| Location Info | |||
| Owner: Glunt, Angell | Status: Constructed | ||
| Location: T24S, R34W, Sec. 13, C NE | County: Finney | ||
| Directions: .25 S of Holcomb bridge, .25 W | |||
| Latitude: 37.9710528 | Longitude: -100.9970758 | Datum NAD 27 | |
| Latitude: 37.971077 | Longitude: -100.9975203 | 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: 355 ft. | Elevation: ft. | |
| Static Water Level: 19 ft. | Est. Yield: 1800 gpm. | |
| Comp. Date: 22-Mar-1978 | Well Use: Irrigation | |
| DWR Applic. #: | Other ID: | |
| Links | |
| View info from Wizard Water Level Data base... | |
| 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:
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: 350 ft to 355 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 1 ft. | top soil | |
| From: 1 ft. to 7 ft. | sand and clay mixed | |
| From: 7 ft. to 24 ft. | med. to coarse gravel (loose) | |
| From: 24 ft. to 50 ft. | med. to coarse gravel, 15% clay (loose) | |
| From: 50 ft. to 84 ft. | fine to medium sand and gravel (loose) | |
| From: 84 ft. to 112 ft. | fine to medium sand and gravel, 10% clay (loose) | |
| From: 112 ft. to 125 ft. | brown, sandy clay, streaks of gravel, 30% (loose) | |
| From: 125 ft. to 166 ft. | fine to medium sand and gravel (loose) 10% clay | |
| From: 166 ft. to 170 ft. | brown, sandy clay | |
| From: 170 ft. to 200 ft. | fine to medium sand and gravel, 10% clay (loose) | |
| From: 200 ft. to 221 ft. | fine to medium sand and gravel (loose) | |
| From: 221 ft. to 230 ft. | brown clay | |
| From: 230 ft. to 260 ft. | fine to medium sand and fine gravel, 10% clay (loose) | |
| From: 260 ft. to 273 ft. | fine to medium sand and fine gravel, 35% clay (loose) | |
| From: 273 ft. to 282 ft. | brown clay | |
| From: 282 ft. to 290 ft. | fine to medium sand and fine gravel, 10% clay (loose) | |
| From: 290 ft. to 316 ft. | fine to medium sand and gravel (loose) 10% clay | |
| From: 316 ft. to 353 ft. | fine to medium sand and gravel (loose) | |
| From: 353 ft. to 370 ft. | brown, gray and yellow clay (hard) | |