![]() |
![]() |
Specific Water Well Detail |
![]() |
Location Info | |||
Owner: KDHE BER | Status: Constructed | ||
Location: T34S, R17E, Sec. 7, NE SW SW SE | County: Montgomery | ||
Directions: from E St and Old U.S. Hwy 169, 305 feet E, south side of E St, Coffeyville | |||
Latitude: 37.0946934 | Longitude: -95.584723 | Datum NAD 27 | |
Latitude: 37.09477 | Longitude: -95.58498 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 37.09477 | GPS Longitude: -95.58498 | Datum WGS84 | |
View well on interactive map This link will create a new window and display an interactive map of this well and its neighbors. |
General Info | ||
Well Depth: 29.5 ft. | Elevation: 737.15 ft. | |
Static Water Level: 7.18 ft. | Est. Yield: gpm. | |
Comp. Date: 28-Apr-2021 | Well Use: Monitoring well/observation/piezometer | |
DWR Applic. #: | Other ID: MW 16 |
Driller Info | ||
Driller: GSI Engineering, LLC | 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?: No
Water Well disinfected?: No | ||
Ground water encountered: 15 ft. | ||
Bore hole diameter: 8.25 inches to 29.5 ft | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: Threaded |
Diam: 2 in. to 19.5 ft | |
Casing height above land surface: 0 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: 19.5 ft to 29.5 ft | |
Gravel pack intervals | From: 17 ft to 29.5 ft |
Grout Info | ||
Grout used: | From: 1 to 17 ft |
Source of Possible Contamination | ||
Source: Multi-source solvent plume | ||
Direction from well: Within plume | Distance: 0 ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 2.5 ft. | top soil, dark, with gravel | |
From: 2.5 ft. to 29.5 ft. | clay, dark gray to red brown to tan, silty to sandy |