|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Southwest Utility Contractors | Status: Constructed | ||
| Location: T24S, R33W, Sec. 18, NW NW SW | County: Finney | ||
| Directions: Holcomb river bridge, .75 S | |||
| Latitude: 37.9665227 | Longitude: -100.9914492 | Datum NAD 27 | |
| Latitude: 37.966547 | Longitude: -100.9918936 | 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: 375 ft. | Elevation: ft. | |
| Static Water Level: 81 ft. | Est. Yield: gpm. | |
| Comp. Date: 28-Feb-1982 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: MW Drilling | License #: 208 | |
| 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?: Yes
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:
Casing Joints: |
Diam: 0 in. to 0 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: | Screen Openings: | |
| Screen-perforated intervals | From: 336 ft to 376 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: 0 to 0 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 5 ft. | sand | |
| From: 5 ft. to 8 ft. | coarse gravel | |
| From: 8 ft. to 11 ft. | clay and gravel | |
| From: 11 ft. to 38 ft. | brown clay | |
| From: 38 ft. to 50 ft. | brown clay 35% gravel | |
| From: 50 ft. to 67 ft. | brown clay | |
| From: 67 ft. to 80 ft. | sand and brown clay | |
| From: 80 ft. to 200 ft. | blue clay | |
| From: 200 ft. to 215 ft. | brown clay | |
| From: 215 ft. to 239 ft. | brown clay (20% gravel streaks) | |
| From: 239 ft. to 250 ft. | fine to medium sand and gravel 10% clay | |
| From: 250 ft. to 290 ft. | fine to medium sand and gravel 40% clay | |
| From: 290 ft. to 302 ft. | brown sandy clay | |
| From: 302 ft. to 330 ft. | fine to medium sand and gravel 10% clay (loose) | |
| From: 330 ft. to 375 ft. | fine to medium sand and gravel with white rock (loose) | |