Specific Water Well Detail | ||
Location Info | |||
Owner: Sinclair, Mark | Status: Constructed | ||
Location: T2S, R6W, Sec. 3, SW SW NE NE | County: Jewell | ||
Directions: from X Rd and 280 Rd, 4200 feet E and 1140 feet S | |||
Latitude: 39.9109374 | Longitude: -97.9735458 | Datum NAD 27 | |
Latitude: 39.91095 | Longitude: -97.97387 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 39.91095 | GPS Longitude: -97.97387 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 60 ft. | Elevation: ft. | |
Static Water Level: 20 ft. | Est. Yield: 4 gpm. | |
Comp. Date: 12-Nov-2021 | Well Use: Domestic, Livestock | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Williams Drilling Co., Inc. #480 | License #: 480 |
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: 20 ft. | ||
Bore hole diameter: 12 inches to 60 ft | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 60 ft | |
Casing height above land surface: 12 in
Casing Weight: 2.893 lbs/ft Wall thickness or gauge no.: .265 |
Screen and Perforation Info | ||
Screen Type: PVC | Screen Openings: Continuous slot | |
Screen-perforated intervals | From: 30 ft to 60 ft | |
Gravel pack intervals | From: 21 ft to 60 ft |
Grout Info | ||
Grout used: | From: 0 to 21 ft |
Source of Possible Contamination | ||
Source: | ||
Direction from well: | Distance: ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 1 ft. | top soil | |
From: 1 ft. to 19 ft. | tan clay | |
From: 19 ft. to 28 ft. | limestone | |
From: 28 ft. to 37 ft. | fine sand | |
From: 37 ft. to 46 ft. | gray clay | |
From: 46 ft. to 50 ft. | medium sand | |
From: 50 ft. to 54 ft. | gray clay and limestone | |
From: 54 ft. to 61 ft. | gray clay | |
From: 61 ft. to 80 ft. | shale |