Specific Water Well Detail | ||
Location Info | |||
Owner: Howell, Steve | Status: Constructed | ||
Location: T23S, R4W, Sec. 13, NW SW NE SE | County: Reno | ||
Directions: from Blanchard Ave and Woodberry Rd, 0.3 mi N and 0.25 mi W | |||
Latitude: 38.048458 | Longitude: -97.7060454 | Datum NAD 27 | |
Latitude: 38.04847 | Longitude: -97.70637 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 38.04847 | GPS Longitude: -97.70637 | Datum NAD83 | |
View well on interactive map |
General Info | ||
Well Depth: 82 ft. | Elevation: 1469 ft. | |
Static Water Level: 17 ft. | Est. Yield: 30 gpm. | |
Comp. Date: 08-Sep-2020 | 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. | |
You will need the Acrobat PDF Reader, available free from Adobe, to read this file. |
Chemical Sample Submitted?: No
Water Well disinfected?: Yes | ||
Ground water encountered: 17 ft. | ||
Pump test data: Well water was 39 ft after 1 hours pumping 20 gpm | ||
Bore hole diameter: 9.5 inches to 85 ft | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 82 ft | |
Casing height above land surface: 18 in
Casing Weight: lbs/ft Wall thickness or gauge no.: |
Screen and Perforation Info | ||
Screen Type: PVC | Screen Openings: Saw cut | |
Screen-perforated intervals | From: 42 ft to 82 ft | |
Gravel pack intervals | From: 20 ft to 85 ft |
Grout Info | ||
Grout used: | From: 0 to 20 ft |
Source of Possible Contamination | ||
Source: | ||
Direction from well: | Distance: ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 4 ft. | fine sand | |
From: 4 ft. to 11 ft. | brown and gray clay | |
From: 11 ft. to 19 ft. | sand and gravel | |
From: 19 ft. to 41 ft. | rocky brown and gray clay | |
From: 41 ft. to 52 ft. | clay and small layers fine sand | |
From: 52 ft. to 80 ft. | fine sand and small layers clay | |
From: 80 ft. to 85 ft. | rocky brown clay |