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Specific Water Well Detail |
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| Location Info | |||
| Owner: Atwood Equity Coop. Exchange | Status: Constructed | ||
| Location: T2S, R32W, Sec. 30, SE SW NW | County: Rawlins | ||
| Directions: Ludell, S side | |||
| Latitude: 39.8510822 | Longitude: -100.9587987 | Datum NAD 27 | |
| Latitude: 39.8510846 | Longitude: -100.9592323 | 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: 25 ft. | Elevation: ft. | |
| Static Water Level: 19 ft. | Est. Yield: gpm. | |
| Comp. Date: 14-Jul-1993 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 3 | |
| Driller Info | ||
| Driller: Jay C. Woofter Pump & Well, Inc. | License #: 554 | |
| 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: PVC
Casing Joints: |
Diam: 2 in. to 15 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: Saw cut | |
| Screen-perforated intervals | From: 15 ft to 25 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 10 ft
From: 10 to 14 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: OTHER | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 3 ft. | surface | |
| From: 3 ft. to 8 ft. | dark brown sandy silt | |
| From: 8 ft. to 13 ft. | dark brown sandy silt, increased sand | |
| From: 13 ft. to 18 ft. | fine to medium sand, trace of gravel | |
| From: 18 ft. to 25 ft. | coarser sand with trace of fine sand | |