Specific Water Well Detail | ||
Location Info | |||
Owner: Meyers, Wayne | Status: Constructed | ||
Location: T22S, R21W, Sec. 4, NW NE NW | County: Hodgeman | ||
Directions: from Gray, 1 mi N | |||
Latitude: 38.1739806 | Longitude: -99.6371431 | Datum NAD 27 | |
Latitude: 38.1739972 | Longitude: -99.6375417 | 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: 80 ft. | Elevation: ft. | |
Static Water Level: 54.5 ft. | Est. Yield: 75 gpm. | |
Comp. Date: 10-May-1990 | Well Use: Domestic | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Dean Waterhouse Drilling | License #: 243 |
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?: Yes
Water Well disinfected?: | ||
Ground water encountered: 54 ft. , 67 ft. , 0 ft. | ||
Pump test data: Well water was 55 ft after 2 hours pumping 15 gpm | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: |
Diam: 5 in. to 60 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: 60 ft to 80 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
Gravel pack intervals | From: ft to ft |
Grout Info | ||
Grout used: Bentonite | From: 0 to 20 ft
From: 0 to 0 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 6 ft. | top soil, black | |
From: 6 ft. to 29 ft. | brown clay | |
From: 29 ft. to 53 ft. | fine sand | |
From: 53 ft. to 55 ft. | soft blue clay | |
From: 55 ft. to 66 ft. | fine sand | |
From: 66 ft. to 67 ft. | tan clay | |
From: 67 ft. to 80 ft. | fine sand |