Specific Water Well Detail | ||
Location Info | |||
Owner: Sanders, Tom | Status: Constructed | ||
Location: T22S, R5W, Sec. 34, NE SW NE NE | County: Reno | ||
Directions: 4010 Cherryhills, Hutchinson | |||
Latitude: 38.0986674 | Longitude: -97.8516801 | Datum NAD 27 | |
Latitude: 38.09868 | Longitude: -97.85201 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 38.09868 | GPS Longitude: -97.85201 | Datum NAD83 | |
View well on interactive map |
General Info | ||
Well Depth: 100 ft. | Elevation: 1609 ft. | |
Static Water Level: 27 ft. | Est. Yield: 35 gpm. | |
Comp. Date: 13-Feb-2019 | Well Use: Domestic, Lawn and Garden | |
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: 67 ft. , 86 ft. | ||
Pump test data: Well water was 42 ft after 2 hours pumping 20 gpm | ||
Bore hole diameter: 10 inches to 107 ft | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 100 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: 60 ft to 100 ft | |
Gravel pack intervals | From: 22 ft to 107 ft |
Grout Info | ||
Grout used: | From: 2 to 22 ft |
Source of Possible Contamination | ||
Source: Watertight sewer lines | ||
Direction from well: W | Distance: 15 ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 17 ft. | silty fine sand | |
From: 17 ft. to 32 ft. | sandy brown clay | |
From: 32 ft. to 67 ft. | brown and gray clay | |
From: 67 ft. to 79 ft. | layers fine sand and clay | |
From: 79 ft. to 86 ft. | brown clay | |
From: 86 ft. to 102 ft. | fine sand | |
From: 102 ft. to 107 ft. | rocky brown clay |