Specific Water Well Detail | ||
Location Info | |||
Owner: Malone, Walt | Status: Constructed | ||
Location: T22S, R10W, Sec. 5, SE NW SE SW | County: Reno | ||
Directions: 36018 W 95th Ave | |||
Latitude: 38.1602362 | Longitude: -98.4479784 | Datum NAD 27 | |
Latitude: 38.16025 | Longitude: -98.44833 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 38.16025 | GPS Longitude: -98.44833 | Datum NAD83 | |
View well on interactive map |
General Info | ||
Well Depth: 49 ft. | Elevation: 1762 ft. | |
Static Water Level: 11 ft. | Est. Yield: 150 gpm. | |
Comp. Date: 20-Oct-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. | |
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Chemical Sample Submitted?: No
Water Well disinfected?: Yes | ||
Ground water encountered: 22 ft. | ||
Pump test data: Well water was 17 ft after .25 hours pumping 100 gpm | ||
Bore hole diameter: 8.5 inches to 51 ft | ||
Casing Info | ||
Casing Type: Steel
Casing Joints: Glued |
Diam: 5 in. to 49 ft | |
Casing height above land surface: 12 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: 29 ft to 49 ft | |
Gravel pack intervals | From: 22 ft to 51 ft |
Grout Info | ||
Grout used: | From: 2 to 22 ft |
Source of Possible Contamination | ||
Source: Watertight sewer lines | ||
Direction from well: SW | Distance: 40 ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 7 ft. | fine-coarse sand | |
From: 7 ft. to 22 ft. | gray clay | |
From: 22 ft. to 26 ft. | sand and gravel | |
From: 26 ft. to 41 ft. | fine-coarse sand and small layers clay | |
From: 41 ft. to 49 ft. | sand and small gravel | |
From: 49 ft. to 50 ft. | fine sand | |
From: 50 ft. to 51 ft. | brown clay |