|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Loera, Jose | Status: Constructed | ||
| Location: T24S, R33W, Sec. 13, SW SW | County: Finney | ||
| Directions: 1 mi W of Garden City on Maple St | |||
| Latitude: 37.9618756 | Longitude: -100.8986871 | Datum NAD 27 | |
| Latitude: 37.9618989 | Longitude: -100.8991278 | 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: 328 ft. | Elevation: ft. | |
| Static Water Level: 70 ft. | Est. Yield: gpm. | |
| Comp. Date: 01-Jun-1988 | 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 308 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: 308 ft to 328 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 5 ft. | top soil | |
| From: 5 ft. to 6 ft. | fine sand | |
| From: 6 ft. to 7 ft. | brown sandy clay | |
| From: 7 ft. to 45 ft. | coarse gravel | |
| From: 45 ft. to 68 ft. | brown sandy clay | |
| From: 68 ft. to 80 ft. | fine to medium sand and gravel | |
| From: 80 ft. to 150 ft. | brown and blue clay | |
| From: 150 ft. to 185 ft. | fine to medium sand and gravel | |
| From: 185 ft. to 190 ft. | brown clay (sticky) | |
| From: 190 ft. to 195 ft. | fine to medium sand and gravel | |
| From: 195 ft. to 217 ft. | brown clay | |
| From: 217 ft. to 250 ft. | fine to medium sand and gravel | |
| From: 250 ft. to 255 ft. | brown clay | |
| From: 255 ft. to 285 ft. | fine to medium sand and gravel | |
| From: 285 ft. to 292 ft. | hard rock | |
| From: 292 ft. to 300 ft. | fine to medium sand and gravel | |
| From: 300 ft. to 303 ft. | hard rock | |
| From: 303 ft. to 310 ft. | brown sand clay | |
| From: 310 ft. to 328 ft. | fine to medium sand and gravel | |