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Specific Water Well Detail |
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| Location Info | |||
| Owner: City of Long Island | Status: Constructed | ||
| Location: T1S, R20W, Sec. 25, SW NW NW | County: Phillips | ||
| Directions: In Long Island | |||
| Latitude: 39.941322 | Longitude: -99.5323952 | Datum NAD 27 | |
| Latitude: 39.9413313 | Longitude: -99.5327784 | 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: 80 ft. | Elevation: 2080 ft. | |
| Static Water Level: 30 ft. | Est. Yield: 600 gpm. | |
| Comp. Date: 26-Jul-1987 | Well Use: Public Water Supply | |
| DWR Applic. #: 31856 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Peerless Machine & Mfg., Inc. | License #: 215 | |
| 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?: Yes
Water Well disinfected?: | ||
| Ground water encountered: 0 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 60 ft after 30 hours pumping 200 gpm | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: |
Diam: 12 in. to 60 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: 60 ft to 80 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: Watertight sewer lines | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 5 ft. | topsoil | |
| From: 5 ft. to 25 ft. | clay | |
| From: 25 ft. to 40 ft. | blue clay | |
| From: 40 ft. to 47 ft. | clay and sandstone and sand | |
| From: 47 ft. to 62 ft. | clay and sand layers | |
| From: 62 ft. to 71 ft. | sand light | |
| From: 71 ft. to 73 ft. | sand | |
| From: 73 ft. to 82 ft. | sand and gravel | |
| From: 82 ft. to 83 ft. | shale | |