|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Dyck, Eva | Status: Constructed | ||
| Location: T25S, R35W, Sec. 4, SW SW NE NW | County: Kearny | ||
| Directions: from Tate Lane and County Rd V and Rd 25, 0.75 mi W and 1205 feet S | |||
| Latitude: 37.9122793 | Longitude: -101.1713508 | Datum NAD 27 | |
| Latitude: 37.9123 | Longitude: -101.171803 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.9123 | GPS Longitude: -101.171803 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 577 ft. | Elevation: 2971 ft. | |
| Static Water Level: 166 ft. | Est. Yield: 1350 gpm. | |
| Comp. Date: 23-Mar-2018 | Well Use: Irrigation | |
| DWR Applic. #: 26383 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Downey Drilling, Inc. | License #: 748 | |
| Scanned Form | |
| View scan of this form in PDF format. | |
You will need the Acrobat PDF Reader, available free from Adobe, to read this file. | |
|
Chemical Sample Submitted?: No
Water Well disinfected?: Yes | ||
| Ground water encountered: 166 ft. | ||
| Pump test data: Well water was 190 ft after 4 hours pumping 1246 gpm | ||
| Bore hole diameter: 30 inches to 577 ft | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: Welded |
Diam: 16 in. to 150 ft
Diam: 16 in. to 577 ft | |
| Casing height above land surface: 24 in
Casing Weight: lbs/ft Wall thickness or gauge no.: .25 | ||
| Screen and Perforation Info | ||
| Screen Type: Steel | Screen Openings: Continuous slot | |
| Screen-perforated intervals | From: 150 ft to 476 ft
From: 505 ft to 565 ft | |
| Gravel pack intervals | From: 20 ft to 575 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 1 ft. | top soil | |
| From: 1 ft. to 6 ft. | silty clay | |
| From: 6 ft. to 16 ft. | fine-medium gravel | |
| From: 16 ft. to 26 ft. | fine-medium gravel and coarse gravel | |
| From: 26 ft. to 42 ft. | fine-medium gravel | |
| From: 42 ft. to 57 ft. | fine-medium gravel and coarse gravel | |
| From: 57 ft. to 92 ft. | fine-medium gravel | |
| From: 92 ft. to 123 ft. | fine-medium gravel and blue clay | |
| From: 123 ft. to 137 ft. | coarse sand, fine gravel, and trace blue clay | |
| From: 137 ft. to 175 ft. | fine gravel and clay layer | |
| From: 175 ft. to 191 ft. | fine-medium sand | |
| From: 191 ft. to 202 ft. | silt and clay | |
| From: 202 ft. to 208 ft. | fine-medium sand | |
| From: 208 ft. to 217 ft. | sandy clay | |
| From: 217 ft. to 224 ft. | medium-coarse sand and fine gravel | |
| From: 224 ft. to 246 ft. | sandy silty clay | |
| From: 246 ft. to 264 ft. | fine-medium sand and sandy clay | |
| From: 264 ft. to 278 ft. | silty clay | |
| From: 278 ft. to 286 ft. | medium-coarse sand, fine gravel, and silty clay | |
| From: 286 ft. to 318 ft. | clay with sand lens | |
| From: 318 ft. to 337 ft. | fine-medium sand and trace clay | |
| From: 337 ft. to 340 ft. | shale | |
| From: 340 ft. to 346 ft. | sand and trace shale | |
| From: 346 ft. to 353 ft. | shale | |
| From: 353 ft. to 395 ft. | sand with thin shale lenses | |
| From: 395 ft. to 408 ft. | shale and trace sand | |
| From: 408 ft. to 436 ft. | sand with trace shale | |
| From: 436 ft. to 475 ft. | shale and then sand layer | |
| From: 475 ft. to 503 ft. | shale | |
| From: 503 ft. to 565 ft. | sand and sandstone | |
| From: 565 ft. to 575 ft. | shale | |