Specific Water Well Detail | ||
Location Info | |||
Owner: Howell, Steve | Status: Constructed | ||
Location: T23S, R4W, Sec. 24, NW SW NW NW | County: Reno | ||
Directions: Corner of Woodberry and Ave G | |||
Latitude: 38.0406669 | Longitude: -97.7200104 | Datum NAD 27 | |
Latitude: 38.04068 | Longitude: -97.72034 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 38.04068 | GPS Longitude: -97.72034 | Datum NAD83 | |
View well on interactive map |
General Info | ||
Well Depth: 119 ft. | Elevation: 1465 ft. | |
Static Water Level: 12 ft. | Est. Yield: 100 gpm. | |
Comp. Date: 07-Apr-2015 | Well Use: Domestic, Livestock | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Miller Drilling | License #: 447 |
Scanned Form | |
View scan of this form in PDF format. | |
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Chemical Sample Submitted?: No
Water Well disinfected?: Yes | ||
Ground water encountered: 12 ft. , 78 ft. | ||
Pump test data: Well water was 14 ft after .25 hours pumping 35 gpm | ||
Bore hole diameter: 9 inches to 120 ft | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 119 ft | |
Casing height above land surface: 12 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SDR26 |
Screen and Perforation Info | ||
Screen Type: PVC | Screen Openings: Saw cut | |
Screen-perforated intervals | From: 79 ft to 119 ft | |
Gravel pack intervals | From: 22 ft to 120 ft |
Grout Info | ||
Grout used: Bentonite | From: 2 to 22 ft |
Source of Possible Contamination | ||
Source: | ||
Direction from well: | Distance: ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 6 ft. | Br Clay | |
From: 6 ft. to 19 ft. | Sand and Gravel | |
From: 19 ft. to 27 ft. | Blue Clay | |
From: 27 ft. to 64 ft. | Br and Gr Clay | |
From: 64 ft. to 70 ft. | F Sand | |
From: 70 ft. to 78 ft. | Br Clay | |
From: 78 ft. to 109 ft. | F - C Sand | |
From: 109 ft. to 120 ft. | Layers Clay and Sm Gravel |