Specific Water Well Detail | ||
Location Info | |||
Owner: Reed, Charles | Status: Constructed | ||
Location: T30S, R3E, Sec. 1, NE NW NW | County: Cowley | ||
Directions: 4 mi E of Rose Hill Rd, 3 mi S of 95th St, .25 mi E, S side of rd | |||
Latitude: 37.4749239 | Longitude: -97.0583887 | Datum NAD 27 | |
Latitude: 37.4749445 | Longitude: -97.0587047 | 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: 30 ft. | Est. Yield: gpm. | |
Comp. Date: 12-Aug-1985 | Well Use: Irrigation | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Harp Well & Pump Service, Inc. | License #: 236 |
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: 30 ft. , 0 ft. , 0 ft. | ||
Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
Casing Info | ||
Casing Type: RMP(SR)
Casing Joints: |
Diam: 5 in. to 50 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: RMP (SR) | Screen Openings: Saw cut | |
Screen-perforated intervals | From: 50 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: Cement grout | From: 4 to 14 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 3 ft. | top soil | |
From: 3 ft. to 50 ft. | clay | |
From: 50 ft. to 56 ft. | fine sand | |
From: 56 ft. to 60 ft. | loose gray shale | |
From: 60 ft. to 80 ft. | gray shale |