Specific Water Well Detail | ||
Location Info | |||
Owner: Ellis County Solid Waste | Status: Constructed | ||
Location: T13S, R18W, Sec. 17, NE SW NE | County: Ellis | ||
Directions: from NW corner of W 55 St and 240th Ave, 3885 feet N and 1318 feet W, Hays | |||
Latitude: 38.9250427 | Longitude: -99.3400806 | Datum NAD 27 | |
Latitude: 38.925056 | Longitude: -99.340464 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 38.925056 | GPS Longitude: -99.340464 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 16 ft. | Elevation: 2144 ft. | |
Static Water Level: ft. | Est. Yield: gpm. | |
Comp. Date: 02-Mar-2022 | Well Use: Monitoring well/observation/piezometer | |
DWR Applic. #: | Other ID: MW 14 |
Driller Info | ||
Driller: GSI Engineering | License #: 531 |
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?:
Water Well disinfected?: | ||
Casing Info | ||
Casing Type: ThermalPlastic
Casing Joints: Threaded |
Diam: 2 in. to 11 ft | |
Casing height above land surface: 336 in
Casing Weight: lbs/ft Wall thickness or gauge no.: 40 |
Screen and Perforation Info | ||
Screen Type: PVC | Screen Openings: Mill slot | |
Screen-perforated intervals | From: 11 ft to 16 ft | |
Gravel pack intervals | From: 9 ft to 16 ft |
Grout Info | ||
Grout used: Bentonite | From: 1 to 9 ft |
Source of Possible Contamination | ||
Source: | ||
Direction from well: | Distance: ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 1 ft. | top soil and roots | |
From: 1 ft. to 7.5 ft. | limestone, moderately weathered, tan, chunks, low moisture | |
From: 7.5 ft. to 10 ft. | shale, moderately weathered, tan, with lean clay, slightly moist, no odor | |
From: 10 ft. to 12.5 ft. | shale, moderately weathered, tan, with lean clay, low moisture, no odor, with limestone nodules | |
From: 12.5 ft. to 16 ft. | limestone, moderately weathered |