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Specific Water Well Detail |
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| Location Info | |||
| Owner: Brookover, Earl | Status: Constructed | ||
| Location: T24S, R32W, Sec. 32, NE SE SE | County: Finney | ||
| Directions: from Garden City, 2.5 S on Hwy 83 | |||
| Latitude: 37.9195911 | Longitude: -100.8482425 | Datum NAD 27 | |
| Latitude: 37.9196142 | Longitude: -100.8486817 | 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: 270 ft. | Elevation: ft. | |
| Static Water Level: 60 ft. | Est. Yield: 1525 gpm. | |
| Comp. Date: 30-Nov-1978 | Well Use: Irrigation | |
| DWR Applic. #: | 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:
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: 165 ft to 225 ft
From: 240 ft to 255 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 10 ft. | fine sand | |
| From: 10 ft. to 33 ft. | medium coarse gravel | |
| From: 33 ft. to 62 ft. | brown clay | |
| From: 62 ft. to 80 ft. | medium sand to medium coarse gravel (loose) | |
| From: 80 ft. to 97 ft. | fine to medium sand and gravel | |
| From: 97 ft. to 114 ft. | medium sand to medium coarse gravel, 10% clay | |
| From: 114 ft. to 128 ft. | brown clay | |
| From: 128 ft. to 135 ft. | fine to medium sand and gravel | |
| From: 135 ft. to 157 ft. | brown clay, gray clay mixed | |
| From: 157 ft. to 224 ft. | fine to medium sand and gravel (loose) | |
| From: 224 ft. to 236 ft. | brown sandy clay | |
| From: 236 ft. to 257 ft. | fine to medium sand and gravel mixed with small yellow rock | |
| From: 257 ft. to 262 ft. | brown clay | |
| From: 262 ft. to 268 ft. | fine to medium sand and gravel mixed with small yellow rock | |
| From: 268 ft. to 293 ft. | brown clay (sticky) | |
| From: 293 ft. to 299 ft. | yellow clay, hard pull down | |
| From: 299 ft. to 305 ft. | shale | |