Specific Water Well Detail | ||
Location Info | |||
Owner: Hitch'n Post Truck Stop | Status: Constructed | ||
Location: T26S, R24W, Sec. 30, NE SE SE SE | County: Ford | ||
Directions: 2425 E Wyatt Earp Blvd, Dodge City | |||
Latitude: 37.7520778 | Longitude: -99.9794877 | Datum NAD 27 | |
Latitude: 37.7521 | Longitude: -99.9799 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 37.7521 | GPS Longitude: -99.9799 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 125 ft. | Elevation: 2531 ft. | |
Static Water Level: 92.01 ft. | Est. Yield: gpm. | |
Comp. Date: 19-Aug-2015 | Well Use: Monitoring well/observation/piezometer | |
DWR Applic. #: | Other ID: MW 6R |
Driller Info | ||
Driller: Woofter Pump and Well, Inc. | License #: 881 |
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?: No | ||
Ground water encountered: 92 ft. | ||
Bore hole diameter: 8 inches to 127 ft | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: Threaded |
Diam: 4 in. to 95 ft | |
Casing height above land surface: 0 in
Casing Weight: 2.071 lbs/ft Wall thickness or gauge no.: .237 |
Screen and Perforation Info | ||
Screen Type: PVC | Screen Openings: Mill slot | |
Screen-perforated intervals | From: 95 ft to 125 ft | |
Gravel pack intervals | From: 93 ft to 125 ft |
Grout Info | ||
Grout used: Bentonite | From: 0 to 93 ft |
Source of Possible Contamination | ||
Source: | ||
Direction from well: | Distance: ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to .5 ft. | asphalt | |
From: .5 ft. to 33 ft. | clay and caliche with traces of sand | |
From: 33 ft. to 39 ft. | fine and medium sand and gravel with clay and caliche streaks | |
From: 39 ft. to 53 ft. | cemented sand (hard) | |
From: 53 ft. to 62 ft. | fine and medium sand and gravel | |
From: 62 ft. to 127 ft. | sandy clay with caliche lenses |