|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Wilda Rose, Beth Acoya | Status: Constructed | ||
| Location: T30S, R29W, Sec. 16, SW SE NW | County: Meade | ||
| Directions: from Hwy 56 and Rd 2, Copeland, 6.6 mi S, 7 mi E, 0.5 mi S, 0.25 mi E to existing well, then 75 feet E | |||
| Latitude: 37.4383264 | Longitude: -100.5016091 | Datum NAD 27 | |
| Latitude: 37.43835 | Longitude: -100.50204 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.43835 | GPS Longitude: -100.50204 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 566 ft. | Elevation: 2769 ft. | |
| Static Water Level: 275 ft. | Est. Yield: gpm. | |
| Comp. Date: 06-Jun-2024 | Well Use: Irrigation | |
| DWR Applic. #: 24508 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Hydro Res. Mid Continent #145 | License #: 145 | |
| 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?:
Water Well disinfected?: | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: Welded |
Diam: 16 in. to 305 ft
Diam: 16 in. to 476 ft Diam: 16 in. to 566 ft | |
| Casing height above land surface: 144 in
Casing Weight: lbs/ft Wall thickness or gauge no.: .250 | ||
| Screen and Perforation Info | ||
| Screen Type: Galvanized steel | Screen Openings: Wire wrapped | |
| Screen-perforated intervals | From: 305 ft to 355 ft
From: 355 ft to 445 ft From: 476 ft to 556 ft | |
| Gravel pack intervals | From: 20 ft to 355 ft
From: 355 ft to 566 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: Abandoned water well | ||
| Direction from well: E | Distance: 75 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 2 ft. | top soil | |
| From: 2 ft. to 34 ft. | clay with caliche stringers, brown | |
| From: 34 ft. to 67 ft. | clayey fine sand | |
| From: 67 ft. to 87 ft. | fine to coarse sand and gravel | |
| From: 87 ft. to 119 ft. | clay, brown, with some lime rock | |
| From: 119 ft. to 138 ft. | fine sand | |
| From: 138 ft. to 170 ft. | fine to medium sand and gravel | |
| From: 170 ft. to 175 ft. | clay, brown | |
| From: 175 ft. to 270 ft. | fine to coarse sand and gravel | |
| From: 270 ft. to 283 ft. | sandy clay, grayish brown | |
| From: 283 ft. to 310 ft. | fine to coarse sand and gravel | |
| From: 310 ft. to 319 ft. | clayey fine to coarse sand | |
| From: 319 ft. to 324 ft. | clay, brown | |
| From: 324 ft. to 340 ft. | clayey medium to coarse sand and gravel | |
| From: 340 ft. to 355 ft. | fine to coarse sand and gravel | |
| From: 355 ft. to 380 ft. | silty clay, grayish brown | |
| From: 380 ft. to 393 ft. | silty very fine sand with thin clay | |
| From: 393 ft. to 405 ft. | silty fine sand | |
| From: 405 ft. to 416 ft. | fine to coarse sand | |
| From: 416 ft. to 418 ft. | limestone, slightly weathered | |
| From: 418 ft. to 427 ft. | clay, brown, loose, not cemented | |
| From: 427 ft. to 445 ft. | fine to coarse sand | |
| From: 445 ft. to 464 ft. | clay, whitish brown, loose, not cemented, with lime rock and few sand | |
| From: 464 ft. to 479 ft. | clay, white, loose, not cemented, with lime rock | |
| From: 479 ft. to 486 ft. | clayey silt | |
| From: 486 ft. to 496 ft. | clay, brown, with lime rock | |
| From: 496 ft. to 505 ft. | clayey silt | |
| From: 505 ft. to 530 ft. | clayey very fine sand | |
| From: 530 ft. to 541 ft. | clay, brown, weakly cemented, with few lime rock | |
| From: 541 ft. to 556 ft. | very fine sand | |
| From: 556 ft. to 572 ft. | clay, brown, with few yellow soapstone | |
| From: 572 ft. to 585 ft. | shale, completely weathered | |
| From: 585 ft. to 640 ft. | shaley limestone, slightly weathered | |