|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: City of Stockton | Status: Constructed | ||
| Location: T7S, R18W, Sec. 23, NE NE SW | County: Rooks | ||
| Directions: from Stockton: .75 mi W, .5 mi S | |||
| Latitude: 39.4287625 | Longitude: -99.296885 | Datum NAD 27 | |
| Latitude: 39.4287723 | Longitude: -99.2972609 | 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: 45 ft. | Elevation: ft. | |
| Static Water Level: 10.6 ft. | Est. Yield: 275 gpm. | |
| Comp. Date: 26-Jul-1976 | Well Use: Public Water Supply | |
| DWR Applic. #: | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Layne Christensen Co. | License #: 102 | |
| 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:
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: 30 ft to 45 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 2 ft. | sandy soil | |
| From: 2 ft. to 9 ft. | fine sand | |
| From: 9 ft. to 20 ft. | fine to medium sand with some gravel | |
| From: 20 ft. to 25 ft. | medium to coarse sand and gravel | |
| From: 25 ft. to 29 ft. | gray clay with sand and gravel | |
| From: 29 ft. to 33 ft. | blue silt with sand and gravel | |
| From: 33 ft. to 45 ft. | medium to coarse sand and gravel with rock | |
| From: 45 ft. to ft. | gray shale | |