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Specific Water Well Detail |
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| Location Info | |||
| Owner: Geotechnical Services, Inc. | Status: Constructed | ||
| Location: T33S, R23W, Sec. 11, NE NE SW SE | County: Clark | ||
| Directions: Clark County Landfill | |||
| Latitude: 37.1809936 | Longitude: -99.783839 | Datum NAD 27 | |
| Latitude: 37.181023 | Longitude: -99.784248 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.181023 | GPS Longitude: -99.784248 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 77 ft. | Elevation: 2012 ft. | |
| Static Water Level: 50 ft. | Est. Yield: .5 gpm. | |
| Comp. Date: 23-Aug-2012 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 1 | |
| Driller Info | ||
| Driller: Associated Drilling, Inc. | License #: 760 | |
| 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?: No
Water Well disinfected?: Yes | ||
| Ground water encountered: 62 ft. | ||
| Bore hole diameter: 10 inches to 80 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 2 in. to 77 ft | |
| Casing height above land surface: 12 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SCH40 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 57 ft to 77 ft | |
| Gravel pack intervals | From: 52 ft to 77 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 52 ft | |
| Source of Possible Contamination | ||
| Source: Landfill | ||
| Direction from well: S | Distance: 150 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 3 ft. | Top Soil | |
| From: 3 ft. to 58 ft. | Clay Loam | |
| From: 58 ft. to 62 ft. | Clay | |
| From: 62 ft. to 63 ft. | Sandstone | |
| From: 63 ft. to 80 ft. | Clay | |