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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, SW NE NE | County: Reno | ||
| Directions: from Red Rock Rd and Halstead St, 1110 feet SW, Yoder | |||
| Latitude: 37.938918 | Longitude: -97.8877695 | Datum NAD 27 | |
| Latitude: 37.93893 | Longitude: -97.888102 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.93893 | GPS Longitude: -97.888102 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 63 ft. | Elevation: 1563 ft. | |
| Static Water Level: 50 ft. | Est. Yield: gpm. | |
| Comp. Date: 16-Nov-2022 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: CMW 9 | |
| Driller Info | ||
| Driller: GSI Engineering | License #: 531 | |
| 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: StainlessSteel
Casing Joints: Threaded |
Diam: 4 in. to 45 ft | |
| Casing height above land surface: 360 in
Casing Weight: 10.79 lbs/ft Wall thickness or gauge no.: .237 | ||
| Screen and Perforation Info | ||
| Screen Type: Stainless steel | Screen Openings: Wire wrapped | |
| Screen-perforated intervals | From: 45 ft to 61 ft | |
| Gravel pack intervals | From: 40 ft to 61 ft | |
| Grout Info | ||
| Grout used: | From: 1 to 40 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 1 ft. | clay, gravelly, dark brown, moist, fill | |
| From: 1 ft. to 9 ft. | clay, dark brown, moist | |
| From: 9 ft. to 41 ft. | fine silty clay, brown, moist | |
| From: 41 ft. to 55 ft. | clayey fine to medium sand, brown, moist | |
| From: 55 ft. to 61 ft. | fine to medium silty sand, brown, wet | |