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Specific Water Well Detail |
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Location Info | |||
Owner: Meyers, Dean | Status: Constructed | ||
Location: T2S, R12W, Sec. 17, SE SE NE NE | County: Smith | ||
Directions: from 90 Rd and Un Rd, south and west side of road | |||
Latitude: 39.8836808 | Longitude: -98.6925936 | Datum NAD 27 | |
Latitude: 39.883694 | Longitude: -98.692944 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 39.883694 | GPS Longitude: -98.692944 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 155 ft. | Elevation: 2022 ft. | |
Static Water Level: 90 ft. | Est. Yield: 50 gpm. | |
Comp. Date: 23-Jun-2015 | Well Use: Domestic, Livestock | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Watson Well Drilling | License #: 741 |
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: 90 ft. | ||
Bore hole diameter: 11 inches to 15 ft and 10 inches to 155 ft | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 115 ft | |
Casing height above land surface: 12 in
Casing Weight: lbs/ft Wall thickness or gauge no.: .214 |
Screen and Perforation Info | ||
Screen Type: PVC | Screen Openings: Saw cut | |
Screen-perforated intervals | From: 115 ft to 155 ft | |
Gravel pack intervals | From: 20 ft to 155 ft |
Grout Info | ||
Grout used: Bentonite | 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 70 ft. | TAN HARD CLAY | |
From: 70 ft. to 95 ft. | TAN HARD CLAY WITH SILTSTONE LAYERS | |
From: 95 ft. to 125 ft. | GREEN SOFT SANDY CLAY | |
From: 125 ft. to 132 ft. | TAN LOOSE MEDIUM SAND | |
From: 132 ft. to 144 ft. | GREEN SOFT SANDY CLAY | |
From: 144 ft. to 154 ft. | TAN LOOSE COARSE SAND | |
From: 154 ft. to 155 ft. | WHITE CLAY |