Specific Water Well Detail | ||
Location Info | |||
Owner: Kansas Geological Survey | Status: Constructed | ||
Location: T1S, R17E, Sec. 9, NE NE NE | County: Brown | ||
Directions: from 330th and Mallard Rd, 135 feet W and 15 feet S | |||
Latitude: 39.9863587 | Longitude: -95.5089532 | Datum NAD 27 | |
Latitude: 39.986362 | Longitude: -95.509216 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 39.986362 | GPS Longitude: -95.509216 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 99 ft. | Elevation: ft. | |
Static Water Level: 58 ft. | Est. Yield: 5 gpm. | |
Comp. Date: 02-Jun-2023 | Well Use: Monitoring well/observation/piezometer | |
DWR Applic. #: | Other ID: MW 2 |
Driller Info | ||
Driller: Olsson, Inc. | License #: 849 |
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 79 ft | |
Casing height above land surface: 432 in
Casing Weight: lbs/ft Wall thickness or gauge no.: 0.154 |
Screen and Perforation Info | ||
Screen Type: PVC | Screen Openings: Continuous slot (PVC) | |
Screen-perforated intervals | From: 79 ft to 99 ft | |
Gravel pack intervals | From: 76 ft to 99 ft |
Grout Info | ||
Grout used: Bentonite | From: 0 to 76 ft |
Source of Possible Contamination | ||
Source: | ||
Direction from well: | Distance: ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 30 ft. | silty clay, light brown, moist, firm, not cemented, iron oxide staining | |
From: 30 ft. to 65 ft. | sandy clay, light grayish brown, moist, stiff, not cemented, no staining | |
From: 65 ft. to 80 ft. | fine to medium sand, pale brown, wet, dense, not cemented, no staining | |
From: 80 ft. to 99 ft. | fine to coarse sand, pale brown, wet, dense, not cemented, no staining | |
From: 99 ft. to ft. | shale |