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Specific Water Well Detail |
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| Location Info | |||
| Owner: U.S. Army Corps of Engineers | Status: Constructed | ||
| Location: T24S, R5W, Sec. 29, NE NE NE | County: Reno | ||
| Directions: from E Red Rock Rd and S Halstead St: SW | |||
| Latitude: 37.9400022 | Longitude: -97.8859414 | Datum NAD 27 | |
| Latitude: 37.9400141 | Longitude: -97.886271 | 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: 59 ft. | Elevation: 1562.3 ft. | |
| Static Water Level: 48 ft. | Est. Yield: gpm. | |
| Comp. Date: 14-Jan-2014 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: CMW 3 | |
| Driller Info | ||
| Driller: Environmental Field Services | License #: | |
| Scanned Form | |
| View scan of this form in PDF format. | |
You will need the Acrobat PDF Reader, available free from Adobe, to read this file. | |
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Chemical Sample Submitted?:
Water Well disinfected?: | ||
| Casing Info | ||
| Casing Type:
Casing Joints: |
Diam: in. to 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: ft to ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: to ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 20 ft. | silty clay with sand, brown tan | |
| From: 20 ft. to 35 ft. | silty clay with sand, brown, red, tan | |
| From: 35 ft. to 40 ft. | clayey sand, brown | |
| From: 40 ft. to 58 ft. | sand mixture, brown, gray, red | |
| From: 58 ft. to 60 ft. | weathered shale, red mottled gray | |