Specific Water Well Detail | ||
Location Info | |||
Owner: KDHE-BER | Status: Constructed | ||
Location: T20S, R20E, Sec. 30, NW NW SW | County: Anderson | ||
Directions: 420 S Maple St, Garnett (U3-002-15636) | |||
Latitude: 38.2800571 | Longitude: -95.2485344 | Datum NAD 27 | |
Latitude: 38.28008 | Longitude: -95.24879 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 38.28008 | GPS Longitude: -95.24879 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 15 ft. | Elevation: 1082 ft. | |
Static Water Level: 4.1 ft. | Est. Yield: gpm. | |
Comp. Date: 15-Apr-2024 | Well Use: Monitoring well/observation/piezometer | |
DWR Applic. #: | Other ID: SS MW-3 |
Driller Info | ||
Driller: Associated Drilling, Inc. #990 | License #: 990 |
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 3 ft | |
Casing height above land surface: 0 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SCH40 |
Screen and Perforation Info | ||
Screen Type: PVC | Screen Openings: Continuous slot (PVC) | |
Screen-perforated intervals | From: 3 ft to 15 ft | |
Gravel pack intervals | From: 2 ft to 15 ft |
Grout Info | ||
Grout used: | From: 0 to 1 ft
From: 1 to 2 ft |
Source of Possible Contamination | ||
Source: | ||
Direction from well: | Distance: ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to .5 ft. | concrete | |
From: .5 ft. to 5.5 ft. | silty clay, brown, firm | |
From: 5.5 ft. to 8.5 ft. | limestone, moderately weathered, white | |
From: 8.5 ft. to 10.5 ft. | shale, moderately weathered, black | |
From: 10.5 ft. to 15 ft. | limestone, unweathered, white |