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Specific Water Well Detail |
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Location Info | |||
Owner: Miller, Mervin | Status: Constructed | ||
Location: T22S, R14E, Sec. 18, NE NE NW | County: Coffey | ||
Directions: 345 8th Rd, Gridley | |||
Latitude: 38.1409523 | Longitude: -95.9131002 | Datum NAD 27 | |
Latitude: 38.140978 | Longitude: -95.913371 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 38.140978 | GPS Longitude: -95.913371 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 100 ft. | Elevation: 1150 ft. | |
Static Water Level: 70 ft. | Est. Yield: 1.5 gpm. | |
Comp. Date: 12-Feb-2025 | Well Use: Domestic | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: NuMac LLC | License #: 1028 |
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?:
Water Well disinfected?: | ||
Casing Info | ||
Casing Type: ThermalPlastic
Casing Joints: Glued |
Diam: 6 in. to 30 ft | |
Casing height above land surface: 216 in
Casing Weight: lbs/ft Wall thickness or gauge no.: .25 |
Screen and Perforation Info | ||
Screen Type: PVC | Screen Openings: Saw cut | |
Screen-perforated intervals | From: 30 ft to 100 ft | |
Gravel pack intervals | From: 25 ft to 100 ft |
Grout Info | ||
Grout used: Bentonite | From: 3 to 25 ft |
Source of Possible Contamination | ||
Source: | ||
Direction from well: | Distance: ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 2 ft. | top soil | |
From: 2 ft. to 6 ft. | shale | |
From: 6 ft. to 32 ft. | limestone | |
From: 32 ft. to 47 ft. | sandstone | |
From: 47 ft. to 73 ft. | shale | |
From: 73 ft. to 100 ft. | limestone |