Specific Water Well Detail | ||
Location Info | |||
Owner: Fort Riley | Status: Constructed | ||
Location: T11S, R6E, Sec. 33, SW SE NW | County: Geary | ||
Directions: Marshall Army Air Field, Fort Riley (U5-81-11827) | |||
Latitude: | Longitude: | Datum NAD 27 | |
Latitude: | Longitude: | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 39.053167 | GPS Longitude: -96.771851 | Datum NAD83 | |
View well on interactive map |
General Info | ||
Well Depth: 29.59 ft. | Elevation: 1063 ft. | |
Static Water Level: 25.17 ft. | Est. Yield: gpm. | |
Comp. Date: 28-Jul-2022 | Well Use: Monitoring well/observation/piezometer | |
DWR Applic. #: | Other ID: 700MW22-07 |
Driller Info | ||
Driller: Env. Works | License #: 753 |
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 15 ft | |
Casing height above land surface: 432 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SCH 40 |
Screen and Perforation Info | ||
Screen Type: PVC | Screen Openings: Mill slot | |
Screen-perforated intervals | From: 15 ft to 29.59 ft | |
Gravel pack intervals | From: 13 ft to 29.59 ft |
Grout Info | ||
Grout used: Bentonite | From: 0 to 13 ft |
Source of Possible Contamination | ||
Source: | ||
Direction from well: | Distance: ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 1 ft. | concrete | |
From: 1 ft. to 3 ft. | gravel with clay, poorly graded | |
From: 3 ft. to 9 ft. | clayey silt, soft, low plastic, moist, gray | |
From: 9 ft. to 20 ft. | fine sand, loose, poorly graded, non cohesive, sub angular, moist, gray | |
From: 20 ft. to 30 ft. | medium to coarse sand, well graded, very loose, non cohesive, no odor, interbedded, with fine to medium brown sand, sub rounded, few large pebbles and some limestone pieces |