|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Ralph and Jeraldine Reimer Trusts | Status: Constructed | ||
| Location: T25S, R36W, Sec. 23, NE NE SW NW | County: Kearny | ||
| Directions: from T intersection on Rd Q, 1400 feet N, east onto field rd, 1240 feet to pivot center | |||
| Latitude: 37.8681864 | Longitude: -101.2448374 | Datum NAD 27 | |
| Latitude: 37.868206 | Longitude: -101.24529 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.868206 | GPS Longitude: -101.24529 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 528 ft. | Elevation: ft. | |
| Static Water Level: 206 ft. | Est. Yield: 650 gpm. | |
| Comp. Date: 23-Jul-2021 | Well Use: Irrigation | |
| DWR Applic. #: 26068 D1 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Downey Drilling, Inc. #748 | 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: 206 ft. | ||
| Pump test data: Well water was 298 ft after 4 hours pumping 600 gpm Well water was 323 ft after 3 hours pumping 700 gpm | ||
| Bore hole diameter: 30 inches to 528 ft | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: Welded |
Diam: 16 in. to 528 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: 198 ft to 408 ft
From: 448 ft to 528 ft | |
| Gravel pack intervals | From: 20 ft to 528 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 2 ft. | top soil | |
| From: 2 ft. to 23 ft. | fine-medium-coarse sand | |
| From: 23 ft. to 55 ft. | medium-coarse sand with fine gravel | |
| From: 55 ft. to 79 ft. | sandy clay | |
| From: 79 ft. to 125 ft. | clay | |
| From: 125 ft. to 135 ft. | medium-coarse sand with trace fine gravel | |
| From: 135 ft. to 141 ft. | clay | |
| From: 141 ft. to 145 ft. | medium sand | |
| From: 145 ft. to 164 ft. | clay | |
| From: 164 ft. to 200 ft. | medium-coarse sand and fine gravel | |
| From: 200 ft. to 231 ft. | coarse sand with fine gravel | |
| From: 231 ft. to 240 ft. | sandy clay | |
| From: 240 ft. to 245 ft. | fine gravel | |
| From: 245 ft. to 252 ft. | sand and sandy clay | |
| From: 252 ft. to 258 ft. | medium-coarse sand with trace fine gravel and lime rock | |
| From: 258 ft. to 274 ft. | sandy clay | |
| From: 274 ft. to 290 ft. | sandy clay with fine sand | |
| From: 290 ft. to 305 ft. | medium-coarse sand with lime rock | |
| From: 305 ft. to 311 ft. | medium-coarse sand with trace fine gravel | |
| From: 311 ft. to 318 ft. | sandy clay | |
| From: 318 ft. to 343 ft. | fine-medium sand with lime rock | |
| From: 343 ft. to 367 ft. | clay | |
| From: 367 ft. to 376 ft. | fine sand with sandy clay | |
| From: 376 ft. to 397 ft. | fine sand with sandy clay | |
| From: 397 ft. to 409 ft. | brown rock with sandstone | |
| From: 409 ft. to 415 ft. | weathered shale | |
| From: 415 ft. to 477 ft. | clay and shale | |
| From: 477 ft. to 490 ft. | fine sand | |
| From: 490 ft. to 497 ft. | shale | |
| From: 497 ft. to 508 ft. | sand and sandstone | |
| From: 508 ft. to 516 ft. | shale | |
| From: 516 ft. to 528 ft. | shale with trace fine sand | |