|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Home Oil Company | Status: Constructed | ||
| Location: T6S, R29W, Sec. 9, SE NW SW NE | County: Sheridan | ||
| Directions: from Iowa Ave and Nebraska Ave, Selden: N across US Hwy 83 | |||
| Latitude: 39.5481348 | Longitude: -100.5600898 | Datum NAD 27 | |
| Latitude: 39.5481388 | Longitude: -100.5605116 | Datum NAD 83 | |
| Longitude and latitude calculated by Survey from township-range-section-quarter calls. Only good to within the quarter call accuracy. | |||
| View well on interactive map | |||
| General Info | ||
| Well Depth: 138 ft. | Elevation: ft. | |
| Static Water Level: 127 ft. | Est. Yield: 1 gpm. | |
| Comp. Date: 05-Jun-1991 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Donald Fulton Drilling Co. | License #: 300 | |
| Scanned Form | ||
| View form(s) on screen | Download scan(s) | |
| The download files contain one or more TIFF images compressed into a ZIP archive. Your browser may be already set up to decompress these files. The TIFFs are 300 dpi archival-quality scans of the WWC5 forms and can be viewed by software like Adobe PhotoShop. | ||
|
Chemical Sample Submitted?: No
Water Well disinfected?: | ||
| Ground water encountered: 0 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: |
Diam: 4 in. to 128 ft
Diam: 0 in. to 0 ft Diam: 0 in. to 0 ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Saw cut | |
| Screen-perforated intervals | From: 128 ft to 138 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 3 ft
From: 3 to 125 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Fuel storage | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 5 ft. | Brown silt and clay overburden no odor | |
| From: 5 ft. to 22 ft. | Tan fine grained sandstone, calcite cement no odor | |
| From: 22 ft. to 32.5 ft. | Lite-red poorly sorted fine grained sandstone calcite cement | |
| From: 32.5 ft. to 42.5 ft. | Multicolored angular poorly sorted medium grained sandstone, calcite cement | |
| From: 42.5 ft. to 57 ft. | Tan medium grained angular poorly sorted sandstone calcite cement | |
| From: 57 ft. to 71 ft. | Tan fine to coarse grained angular poorly sorted sandstone calcite cement | |
| From: 71 ft. to 86 ft. | Tan fine to coarse grained poorly sorted angular sandstone calcite cement | |
| From: 86 ft. to 104.5 ft. | Tan medium coarse grained angular poorly sorted sandstone calcite cement | |
| From: 104.5 ft. to 127 ft. | Lite-brown angular poorly sorted medium coarse gained sandstone calcite cement no odor | |
| From: 127 ft. to 138 ft. | Lite-brown angular poorly sorted medium coarse gained sandstone | |