Specific Water Well Detail | ||
Location Info | |||
Owner: SPORER LAND DEVELOPMENT | Status: Constructed | ||
Location: T6S, R29W, Sec. 18, SE NE SE NE | County: Sheridan | ||
Directions: HWY 83 AND RD 80 W. (road construction) | |||
Latitude: 39.5336552 | Longitude: -100.5905245 | Datum NAD 27 | |
Latitude: 39.533661 | Longitude: -100.59095 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 39.533661 | GPS Longitude: -100.59095 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 198 ft. | Elevation: 2850 ft. | |
Static Water Level: 115 ft. | Est. Yield: 200 gpm. | |
Comp. Date: 05-Apr-2016 | Well Use: Other (Highway Dept Water Supply Well) | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Associated Drilling, Inc. | License #: 760 |
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: 139 ft. | ||
Bore hole diameter: 12 inches to 198 ft | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: Glued |
Diam: 8 in. to 198 ft | |
Casing height above land surface: 24 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SDR26 |
Screen and Perforation Info | ||
Screen Type: PVC | Screen Openings: Mill slot | |
Screen-perforated intervals | From: 118 ft to 198 ft | |
Gravel pack intervals | From: 20 ft to 198 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 34 ft. | tan clay | |
From: 34 ft. to 57 ft. | medium sand | |
From: 57 ft. to 139 ft. | tan clay | |
From: 139 ft. to 165 ft. | medium sand | |
From: 165 ft. to 178 ft. | tan clay | |
From: 178 ft. to 185 ft. | medium sand | |
From: 185 ft. to 198 ft. | tan shale |