Specific Water Well Detail | ||
Location Info | |||
Owner: Rooks Co. RWD 3 | Status: Constructed | ||
Location: T8S, R19W, Sec. 19, NE NW NE NE | County: Rooks | ||
Directions: from Z Rd and 8 Rd, 0.25 mi S | |||
Latitude: 39.3500183 | Longitude: -99.4765309 | Datum NAD 27 | |
Latitude: 39.350027 | Longitude: -99.476916 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 39.350027 | GPS Longitude: -99.476916 | Datum NAD83 | |
View well on interactive map |
General Info | ||
Well Depth: 86 ft. | Elevation: 1983 ft. | |
Static Water Level: 28 ft. | Est. Yield: 60 gpm. | |
Comp. Date: 24-Jan-2012 | Well Use: Public Water Supply | |
DWR Applic. #: 46537 | Other ID: Well 17 |
Driller Info | ||
Driller: Chas. Sargent Irrigation, Inc. | License #: 433 |
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?: Yes | ||
Ground water encountered: 28 ft. | ||
Pump test data: Well water was 43 ft after 1 hours pumping 60 gpm | ||
Bore hole diameter: 18 inches to 86 ft | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: Glued |
Diam: 8 in. to 66 ft | |
Casing height above land surface: 0 in
Casing Weight: 8.32 lbs/ft Wall thickness or gauge no.: .500 |
Screen and Perforation Info | ||
Screen Type: Stainless steel | Screen Openings: Wire wrapped | |
Screen-perforated intervals | From: 66 ft to 86 ft | |
Gravel pack intervals | From: 46 ft to 86 ft |
Grout Info | ||
Grout used: Cement grout, Bentonite | From: 6 to 31 ft
From: 31 to 46 ft |
Source of Possible Contamination | ||
Source: Septic Tank | ||
Direction from well: S | Distance: 1000 ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 3 ft. | Topsoil | |
From: 3 ft. to 9 ft. | Soft Brown Clay | |
From: 9 ft. to 26 ft. | Small Red Gravel, Fine Sand | |
From: 26 ft. to 32 ft. | Soft Brown and White Clay | |
From: 32 ft. to 86 ft. | Coarse Sand |