Specific Water Well Detail | ||
Location Info | |||
Owner: KDHE | Status: Constructed | ||
Location: T35S, R33W, Sec. 9, SW SW NW NW | County: Seward | ||
Directions: Cathie Amerin 124 w 2nd St | |||
Latitude: 37.0221718 | Longitude: -100.9212519 | Datum NAD 27 | |
Latitude: 37.0222 | Longitude: -100.9217 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 37.0222 | GPS Longitude: -100.9217 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 181 ft. | Elevation: 2846 ft. | |
Static Water Level: 164 ft. | Est. Yield: gpm. | |
Comp. Date: 29-Oct-2012 | Well Use: Monitoring well/observation/piezometer | |
DWR Applic. #: | Other ID: MW8 |
Driller Info | ||
Driller: Woofter Pump & Well, Inc. | License #: 554 |
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: 164 ft. | ||
Bore hole diameter: 8 inches to 181 ft | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: Threaded |
Diam: 4 in. to 181 ft | |
Casing height above land surface: 0 in
Casing Weight: 2.071 lbs/ft Wall thickness or gauge no.: .237 |
Screen and Perforation Info | ||
Screen Type: PVC | Screen Openings: Saw cut | |
Screen-perforated intervals | From: 151 ft to 181 ft | |
Gravel pack intervals | From: 149 ft to 181 ft |
Grout Info | ||
Grout used: Cement grout, Bentonite | From: 0 to 145 ft |
Source of Possible Contamination | ||
Source: | ||
Direction from well: | Distance: ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 1 ft. | cement | |
From: 1 ft. to 16 ft. | silty clay | |
From: 16 ft. to 44 ft. | clay, caliche | |
From: 44 ft. to 64 ft. | fine sand with clay | |
From: 64 ft. to 131 ft. | silty clay | |
From: 131 ft. to 162 ft. | clay | |
From: 162 ft. to 172 ft. | clay, sand layers | |
From: 172 ft. to 182 ft. | fine sand |