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Specific Water Well Detail |
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Location Info | |||
Owner: TECH | Status: Constructed | ||
Location: T23S, R5W, Sec. 16, SE SE NW | County: Reno | ||
Directions: E of Kirby St, E of 300 blk S Kirby | |||
Latitude: 38.0512003 | Longitude: -97.876924 | Datum NAD 27 | |
Latitude: 38.0512115 | Longitude: -97.8772526 | 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: ft. | |
Static Water Level: 12.93 ft. | Est. Yield: gpm. | |
Comp. Date: 22-Dec-1993 | Well Use: Monitoring well/observation/piezometer | |
DWR Applic. #: | Other ID: MW 4 |
Driller Info | ||
Driller: Grogan Ebberts Drilling | License #: 479 |
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. |
Chemical Sample Submitted?: No
Water Well disinfected?: | ||
Ground water encountered: 10 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 9 ft
Diam: 19 in. to 49 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: 9 ft to 19 ft
From: 49 ft to 59 ft From: 0 ft to 0 ft | |
Gravel pack intervals | From: ft to ft |
Grout Info | ||
Grout used: Cement grout, Bentonite | From: 0 to 6 ft
From: 6 to 8 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 1.5 ft. | soil | |
From: 1.5 ft. to 7.5 ft. | sandy silt | |
From: 7.5 ft. to 58.5 ft. | grades from silty sand to coarse sand with gravel | |
From: 58.5 ft. to 59 ft. | shale, olive gray |