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Specific Water Well Detail |
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| Location Info | |||
| Owner: Hernandez, Larry | Status: Constructed | ||
| Location: T23S, R33W, Sec. 13, NE NW SW | County: Finney | ||
| Directions: .75 mi W Maple Street, Garden City | |||
| Latitude: 38.0539381 | Longitude: -100.8977777 | Datum NAD 27 | |
| Latitude: 38.0539611 | Longitude: -100.8982169 | 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: 318 ft. | Elevation: ft. | |
| Static Water Level: 54 ft. | Est. Yield: gpm. | |
| Comp. Date: 12-Mar-1986 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Jonagan Drilling Co. | 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. | ||
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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 298 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: 298 ft to 318 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Cement grout | From: 4 to 25 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 4 ft. | top soil | |
| From: 4 ft. to 50 ft. | coarse gravel | |
| From: 50 ft. to 100 ft. | brown sandy clay | |
| From: 100 ft. to 120 ft. | hard rock | |
| From: 120 ft. to 173 ft. | brown sandy clay | |
| From: 173 ft. to 207 ft. | fine to medium sand and gravel | |
| From: 207 ft. to 223 ft. | brown sandy clay | |
| From: 223 ft. to 227 ft. | fine to medium sand and gravel | |
| From: 227 ft. to 233 ft. | brown sandy clay | |
| From: 233 ft. to 251 ft. | fine to medium sand and gravel | |
| From: 251 ft. to 272 ft. | brown clay | |
| From: 272 ft. to 274 ft. | fine sand and gravel | |
| From: 274 ft. to 292 ft. | brown sandy clay | |
| From: 292 ft. to 295 ft. | hard rock | |
| From: 295 ft. to 318 ft. | fine to medium sand and gravel | |