|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Duane E. and Kathleen A. Koster Trusts | Status: Constructed | ||
| Location: T25S, R35W, Sec. 35, NW NE SE SW | County: Kearny | ||
| Directions: from Deerfield Ln and W Parallel Rd, 2245 feet W, 1400 feet N into field | |||
| Latitude: 37.8322115 | Longitude: -101.133839 | Datum NAD 27 | |
| Latitude: 37.832234 | Longitude: -101.13429 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.832234 | GPS Longitude: -101.13429 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 675 ft. | Elevation: 3017 ft. | |
| Static Water Level: 316 ft. | Est. Yield: 900 gpm. | |
| Comp. Date: 06-Apr-2020 | Well Use: Irrigation | |
| DWR Applic. #: 22560-D2 | 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: 143 ft. | ||
| Pump test data: Well water was 417 ft after 4 hours pumping 1050 gpm | ||
| Bore hole diameter: 30 inches to 675 ft | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: Welded |
Diam: 16 in. to 675 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: 305 ft to 465 ft
From: 465 ft to 545 ft From: 545 ft to 665 ft | |
| Gravel pack intervals | From: 20 ft to 677 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 47 ft. | fine sand | |
| From: 47 ft. to 90 ft. | fine-medium-coarse sand and small-medium-large gravel | |
| From: 90 ft. to 122 ft. | fine-medium-coarse sand and small gravel with clay layer | |
| From: 122 ft. to 189 ft. | sandy clay with few sand strips | |
| From: 189 ft. to 199 ft. | fine-medium-coarse sand and small gravel | |
| From: 199 ft. to 216 ft. | sandy clay with couple of sand strips | |
| From: 216 ft. to 228 ft. | fine-medium-coarse sand | |
| From: 228 ft. to 261 ft. | sandy clay | |
| From: 261 ft. to 314 ft. | fine-medium sand with many clay layers | |
| From: 314 ft. to 320 ft. | fine-medium-coarse sand | |
| From: 320 ft. to 348 ft. | clay | |
| From: 348 ft. to 371 ft. | fine-medium sand | |
| From: 371 ft. to 376 ft. | fine-medium-coarse sand | |
| From: 376 ft. to 385 ft. | clay | |
| From: 385 ft. to 407 ft. | fine-medium sand | |
| From: 407 ft. to 415 ft. | clay | |
| From: 415 ft. to 440 ft. | fine-medium sand | |
| From: 440 ft. to 461 ft. | soapstone | |
| From: 461 ft. to 480 ft. | sandstone and soapstone | |
| From: 480 ft. to 490 ft. | soapstone | |
| From: 490 ft. to 493 ft. | brown rock ledge | |
| From: 493 ft. to 526 ft. | shale | |
| From: 526 ft. to 650 ft. | sandstone with some brown rock ledges | |
| From: 650 ft. to 653 ft. | shale | |
| From: 653 ft. to 660 ft. | sandstone and brown rock | |
| From: 660 ft. to 677 ft. | shale | |