Specific Water Well Detail | ||
Location Info | |||
Owner: Mendenhall, Brad | Status: Constructed | ||
Location: T22S, R5W, Sec. 7, SW NE NW NW | County: Reno | ||
Directions: 611 E 95th Ave | |||
Latitude: 38.1579382 | Longitude: -97.9187056 | Datum NAD 27 | |
Latitude: 38.15795 | Longitude: -97.91904 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 38.15795 | GPS Longitude: -97.91904 | Datum NAD83 | |
View well on interactive map |
General Info | ||
Well Depth: 89 ft. | Elevation: 1621 ft. | |
Static Water Level: 8 ft. | Est. Yield: 30 gpm. | |
Comp. Date: 18-Apr-2017 | Well Use: Domestic | |
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: 61 ft. | ||
Pump test data: Well water was 37 ft after 2 hours pumping 25 gpm | ||
Bore hole diameter: 10 inches to 95 ft | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 89 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: 59 ft to 89 ft | |
Gravel pack intervals | From: 23 ft to 95 ft |
Grout Info | ||
Grout used: Bentonite | From: 3 to 23 ft |
Source of Possible Contamination | ||
Source: | ||
Direction from well: | Distance: ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 6 ft. | fine sand | |
From: 6 ft. to 10 ft. | brown clay | |
From: 10 ft. to 37 ft. | silty brown clay and sand | |
From: 37 ft. to 61 ft. | brown and gray clay | |
From: 61 ft. to 68 ft. | fine sand | |
From: 68 ft. to 90 ft. | layers fine sand and clay | |
From: 90 ft. to 95 ft. | rocky brown clay |