Specific Water Well Detail | ||
Location Info | |||
Owner: Brown, Thomas | Status: Constructed | ||
Location: T8S, R19W, Sec. 3, SE SE NW SW | County: Rooks | ||
Directions: Hwy 258 and 10 Rd by Webster Lake | |||
Latitude: 39.3832295 | Longitude: -99.4316474 | Datum NAD 27 | |
Latitude: 39.383241 | Longitude: -99.432032 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 39.383241 | GPS Longitude: -99.432032 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 60 ft. | Elevation: 1902 ft. | |
Static Water Level: 32 ft. | Est. Yield: 30 gpm. | |
Comp. Date: 17-Mar-2016 | Well Use: Domestic | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Karst Water Well Drilling & Service, Inc. | License #: 199 |
Scanned Form | |
View scan of this form in PDF format. | |
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Chemical Sample Submitted?: No
Water Well disinfected?: Yes | ||
Ground water encountered: 30 ft. , 48 ft. | ||
Pump test data: Well water was 34 ft after 1 hours pumping 30 gpm | ||
Bore hole diameter: 10 inches to 60 ft | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 60 ft | |
Casing height above land surface: 36 in
Casing Weight: 2.91 lbs/ft Wall thickness or gauge no.: .21 |
Screen and Perforation Info | ||
Screen Type: PVC | Screen Openings: Saw cut | |
Screen-perforated intervals | From: 20 ft to 60 ft | |
Gravel pack intervals | From: 18 ft to 60 ft |
Grout Info | ||
Grout used: Bentonite | From: 0 to 18 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: 2 ft. to 13 ft. | clay with traces of gravel | |
From: 14 ft. to 40 ft. | rock and gravel | |
From: 41 ft. to 47 ft. | rocky gravel with gritty clay | |
From: 48 ft. to 50 ft. | sand | |
From: 51 ft. to 60 ft. | shale |