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Specific Water Well Detail |
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| Location Info | |||
| Owner: Fairleigh Corporation | Status: Constructed | ||
| Location: T21S, R32W, Sec. 8, C NE | County: Finney | ||
| Directions: from Garden City, 18 mi N on Hwy 83, 1.75 mi E, and 0.25 mi S | |||
| Latitude: 38.2467657 | Longitude: -100.8518581 | Datum NAD 27 | |
| Latitude: 38.2467873 | Longitude: -100.8522914 | 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: 151 ft. | Elevation: ft. | |
| Static Water Level: 90 ft. | Est. Yield: 500 gpm. | |
| Comp. Date: 30-Dec-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: MW Drilling | 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: 105 ft to 145 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 16 ft. | brown sandy clay | |
| From: 16 ft. to 20 ft. | fine sand | |
| From: 20 ft. to 56 ft. | brown sandy clay | |
| From: 56 ft. to 82 ft. | brown white clay mixed rock (hard) | |
| From: 82 ft. to 88 ft. | fine to medium sand and gravel (loose) | |
| From: 88 ft. to 102 ft. | fine to medium sand and gravel and cement, sandstone (hard) | |
| From: 102 ft. to 112 ft. | brown sandy clay (hard) | |
| From: 112 ft. to 116 ft. | fine to medium sand and gravel (loose) | |
| From: 116 ft. to 120 ft. | brown sandy clay (hard) | |
| From: 120 ft. to 128 ft. | fine to medium sand and gravel (tight) | |
| From: 128 ft. to 138 ft. | fine to medium sand and coarse gravel (good loose) | |
| From: 138 ft. to 143 ft. | brown sandy clay | |
| From: 143 ft. to 151 ft. | fine to medium sand and coarse gravel (good loose) | |
| From: 151 ft. to 153 ft. | brown sandy clay | |
| From: 153 ft. to 165 ft. | yellow clay | |
| From: 165 ft. to 168 ft. | shale | |