|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Barrea, Jose | Status: Constructed | ||
| Location: T23S, R33W, Sec. 2, NW SE NE | County: Finney | ||
| Directions: 2 mi W of Jones Ave and HWY 83, .1 mi N, .1 mi E | |||
| Latitude: 38.0865773 | Longitude: -100.9048733 | Datum NAD 27 | |
| Latitude: 38.0866003 | Longitude: -100.9053119 | 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: 260 ft. | Elevation: ft. | |
| Static Water Level: 48 ft. | Est. Yield: gpm. | |
| Comp. Date: 20-Feb-1987 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Jonagan Water Well Service LLC | License #: 172 | |
| 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: 5 in. to 240 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: Mill slot | |
| Screen-perforated intervals | From: 240 ft to 260 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: 4 to 30 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Septic Tank | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 3 ft. | top soil | |
| From: 3 ft. to 6 ft. | fine sand | |
| From: 6 ft. to 10 ft. | brown sandy clay | |
| From: 10 ft. to 21 ft. | coarse gravel | |
| From: 21 ft. to 35 ft. | brown sandy clay | |
| From: 35 ft. to 54 ft. | fine to medium sand and gravel | |
| From: 54 ft. to 63 ft. | brown sandy clay | |
| From: 63 ft. to 80 ft. | fine to medium sand and gravel | |
| From: 80 ft. to 124 ft. | brown and gray clay | |
| From: 124 ft. to 135 ft. | fine to med gravel | |
| From: 135 ft. to 208 ft. | brown sandy clay | |
| From: 208 ft. to 215 ft. | brown clay | |
| From: 215 ft. to 220 ft. | fine to medium sand and gravel | |
| From: 220 ft. to 248 ft. | brown sandy clay | |
| From: 248 ft. to 273 ft. | fine to medium sand and gravel | |