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Specific Water Well Detail |
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| Location Info | |||
| Owner: Country Corner | Status: Constructed | ||
| Location: T24S, R32W, Sec. 16, SW SW SW | County: Finney | ||
| Directions: Hwy 50 and Campus Drive | |||
| Latitude: 37.9613906 | Longitude: -100.8455786 | Datum NAD 27 | |
| Latitude: 37.9614135 | Longitude: -100.8460174 | 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: 40 ft. | Elevation: ft. | |
| Static Water Level: 28.26 ft. | Est. Yield: gpm. | |
| Comp. Date: 29-Oct-1993 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 8 | |
| Driller Info | ||
| Driller: GeoCore Services Inc. | License #: 527 | |
| 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: 30 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: |
Diam: 2 in. to 25 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: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 25 ft to 40 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, Bentonite | From: 0 to 19 ft
From: 19 to 23 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Fuel storage | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to .5 ft. | concrete | |
| From: .5 ft. to 5 ft. | clay, moderate brown, moderately silty, damp | |
| From: 5 ft. to 6 ft. | clay, light brown, very silty, trace sand, damp | |
| From: 6 ft. to 8 ft. | very fine sand, yellow, very silty, damp | |
| From: 8 ft. to 17 ft. | fine sand, light brown, well sorted, damp | |
| From: 17 ft. to 25 ft. | fine-coarse sand, yellow-brown, poorly sorted, moderate gravel, moist | |
| From: 25 ft. to 30 ft. | fine-medium sand, yellow-brown, with moderate fine-medium gravel, damp | |
| From: 30 ft. to 40 ft. | fine-coarse sand, yellow-brown, with trace gravel, saturated | |