![]() |
![]() |
Specific Water Well Detail |
![]() |
Location Info | |||
Owner: KDHE | Status: Constructed | ||
Location: T24S, R32W, Sec. 17, SW NW SW SE | County: Finney | ||
Directions: 1514 E Fulton St, Garden City | |||
Latitude: 37.9625754 | Longitude: -100.8550199 | Datum NAD 27 | |
Latitude: 37.9626 | Longitude: -100.85546 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 37.9626 | GPS Longitude: -100.85546 | Datum NAD83 | |
View well on interactive map |
General Info | ||
Well Depth: 93.2 ft. | Elevation: 2831.24 ft. | |
Static Water Level: 76.81 ft. | Est. Yield: gpm. | |
Comp. Date: 09-Aug-2018 | Well Use: Monitoring well/observation/piezometer | |
DWR Applic. #: | Other ID: PMW 8 |
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: 74 ft. , 76.5 ft. | ||
Bore hole diameter: 8 inches to 93 ft | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: Threaded |
Diam: 2 in. to 73.2 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: 73.2 ft to 93.2 ft | |
Gravel pack intervals | From: 71.2 ft to 93.2 ft |
Grout Info | ||
Grout used: | From: 1 to 71.2 ft |
Source of Possible Contamination | ||
Source: TCE/PCE spill | ||
Direction from well: Within sourc | Distance: 0 ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to .5 ft. | concrete | |
From: .5 ft. to 6 ft. | lean clay, dark brown | |
From: 6 ft. to 47.5 ft. | poorly graded fine sand, tan to brown | |
From: 47.5 ft. to 60 ft. | sandy lean clay, red brown | |
From: 60 ft. to 70 ft. | clayey sand, tan | |
From: 70 ft. to 93.2 ft. | poorly graded fine sand, tan |