Specific Water Well Detail | ||
Location Info | |||
Owner: Caterpillar Work Tools | Status: Constructed | ||
Location: T10S, R10E, Sec. 3, SE SW SW SW | County: Pottawatomie | ||
Directions: from SE corner of office building, 600 Balderson Blvd, 50 feet S and 65 feet W, Wamego | |||
Latitude: 39.2032828 | Longitude: -96.2939142 | Datum NAD 27 | |
Latitude: 39.20328 | Longitude: -96.29419 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 39.20328 | GPS Longitude: -96.29419 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 35 ft. | Elevation: 980.23 ft. | |
Static Water Level: 28 ft. | Est. Yield: gpm. | |
Comp. Date: 10-Nov-2021 | Well Use: Monitoring well/observation/piezometer | |
DWR Applic. #: | Other ID: MW 18S |
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: 28.6 ft. | ||
Bore hole diameter: 8.25 inches to 35 ft | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: Threaded |
Diam: 2 in. to 20 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: 20 ft to 35 ft | |
Gravel pack intervals | From: 18 ft to 35 ft |
Grout Info | ||
Grout used: | From: 1 to 18 ft |
Source of Possible Contamination | ||
Source: Fuel storage | ||
Direction from well: North-northe | Distance: 200 ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 1 ft. | top soil | |
From: 1 ft. to 3 ft. | silty clay, brown | |
From: 3 ft. to 12.5 ft. | fine sandy silt, light brown | |
From: 12.5 ft. to 17.5 ft. | silty clay, brown | |
From: 17.5 ft. to 22.5 ft. | sandy clay, gray | |
From: 22.5 ft. to 35 ft. | fine then coarse sand, tan, poorly sorted |