Specific Water Well Detail | ||
Location Info | |||
Owner: USCE | Status: Constructed | ||
Location: T11S, R6E, Sec. 24, C NE NE | County: Geary | ||
Directions: from Henry Dr and Marshall Ave, Ft Riley: 500 feet E, Main Post | |||
Latitude: 39.085748 | Longitude: -96.7082449 | Datum NAD 27 | |
Latitude: 39.0857458 | Longitude: -96.7085287 | Datum NAD 83 | |
Longitude and latitude calculated by Survey from township-range-section-quarter calls. Only good to within the quarter call accuracy. | |||
View well on interactive map |
General Info | ||
Well Depth: 30.3 ft. | Elevation: 1092.9 ft. | |
Static Water Level: 25 ft. | Est. Yield: gpm. | |
Comp. Date: 22-Dec-1992 | Well Use: Monitoring well/observation/piezometer | |
DWR Applic. #: | Other ID: TSO292-1 |
Driller Info | ||
Driller: MIKON Corporation | License #: 510 |
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?: | ||
Ground water encountered: 24 ft. , 0 ft. , 0 ft. | ||
Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: |
Diam: 2 in. to 33 ft
Diam: 0 in. to 0 ft Diam: 0 in. to 0 ft | |
Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: |
Screen and Perforation Info | ||
Screen Type: PVC | Screen Openings: Mill slot | |
Screen-perforated intervals | From: 19 ft to 29 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
Gravel pack intervals | From: ft to ft |
Grout Info | ||
Grout used: Cement grout, | From: 0 to 3 ft
From: 3 to 14 ft From: 0 to 0 ft |
Source of Possible Contamination | ||
Source: OTHER | ||
Direction from well: | Distance: 0 ft |
Lithologic Log
(Log data entered by KGS.) | ||
From: 0 ft. to 1 ft. | crushed stone | |
From: 1 ft. to 14.5 ft. | brown silt | |
From: 14.5 ft. to 25.5 ft. | brown clay | |
From: 25.5 ft. to 33 ft. | limestone |