Specific Water Well Detail | ||
Location Info | |||
Owner: Hardy, Dan | Status: Constructed | ||
Location: T28S, R17E, Sec. 6, SW SW SW | County: Wilson | ||
Directions: 1800 Rd and Udall Rd, Altoona | |||
Latitude: 37.6316005 | Longitude: -95.5943089 | Datum NAD 27 | |
Latitude: 37.63165 | Longitude: -95.59457 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 37.63165 | GPS Longitude: -95.59457 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 280 ft. | Elevation: 1082 ft. | |
Static Water Level: 180 ft. | Est. Yield: 3 gpm. | |
Comp. Date: 21-Jun-2024 | Well Use: Domestic | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Glen Chase Drilling | License #: 623 |
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: 4.5 in. to 260 ft | |
Casing height above land surface: 144 in
Casing Weight: 200 lbs/ft Wall thickness or gauge no.: |
Screen and Perforation Info | ||
Screen Type: PVC | Screen Openings: Continuous slot (PVC) | |
Screen-perforated intervals | From: 260 ft to 280 ft | |
Gravel pack intervals | From: 20 ft to 280 ft |
Grout Info | ||
Grout used: Bentonite | From: 0 to 20 ft |
Source of Possible Contamination | ||
Source: | ||
Direction from well: | Distance: ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 3 ft. | clay | |
From: 3 ft. to 8 ft. | limestone, unweathered | |
From: 8 ft. to 15 ft. | clay, unweathered, brown | |
From: 15 ft. to 107 ft. | shale, unweathered | |
From: 107 ft. to 125 ft. | limestone, unweathered | |
From: 125 ft. to 215 ft. | shale, unweathered | |
From: 215 ft. to 230 ft. | limestone, unweathered | |
From: 230 ft. to 260 ft. | shale, unweathered | |
From: 260 ft. to 280 ft. | sandstone, unweathered |