|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Riphahn, Barbara | Status: Constructed | ||
| Location: T28S, R31W, Sec. 9, NE NE NW SE | County: Haskell | ||
| Directions: from Sublette, 17 mi NE | |||
| Latitude: 37.62728 | Longitude: -100.71207 | Datum NAD 27 | |
| Latitude: 37.6273037 | Longitude: -100.7125024 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.62728 | GPS Longitude: -100.71207 | Datum NAD27 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 677 ft. | Elevation: 2915 ft. | |
| Static Water Level: 381 ft. | Est. Yield: 2228 gpm. | |
| Comp. Date: 18-Dec-2013 | Well Use: Irrigation | |
| DWR Applic. #: 12955 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Hydro Resources Mid Continent, Inc. | 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?: No
Water Well disinfected?: Yes | ||
| Ground water encountered: 381 ft. | ||
| Pump test data: Well water was 442 ft after 4 hours pumping 2228 gpm | ||
| Bore hole diameter: 24 inches to 677 ft | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: Welded |
Diam: 16 in. to 676 ft | |
| Casing height above land surface: 16 in
Casing Weight: 42.09 lbs/ft Wall thickness or gauge no.: .250 | ||
| Screen and Perforation Info | ||
| Screen Type: Steel | Screen Openings: Continuous slot | |
| Screen-perforated intervals | From: 383 ft to 453 ft
From: 522 ft to 672 ft | |
| Gravel pack intervals | From: 20 ft to 605 ft
From: 605 ft to 677 ft | |
| Grout Info | ||
| Grout used: Bentonite | 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. | surface | |
| From: 2 ft. to 111 ft. | brown clay, cemented sand | |
| From: 111 ft. to 154 ft. | sand, fine to medium coarse, small gravel, few clay | |
| From: 154 ft. to 165 ft. | brown white clay, few limerock | |
| From: 165 ft. to 310 ft. | sand, fine to medium coarse, small medium gravel, thin clay | |
| From: 310 ft. to 324 ft. | gray-white and blue clay | |
| From: 324 ft. to 381 ft. | sand, fine to medium, few coarse, thin clay | |
| From: 381 ft. to 416 ft. | sand, fine to medium, few coarse | |
| From: 416 ft. to 453 ft. | sand, fine to medium coarse | |
| From: 453 ft. to 523 ft. | brown-white clay, few lime rock, few soapstone | |
| From: 523 ft. to 545 ft. | brown clay, fine sand | |
| From: 545 ft. to 579 ft. | fine sand, clay, mixed | |
| From: 579 ft. to 605 ft. | fine sand, few small thin clay | |
| From: 605 ft. to 672 ft. | sand, fine to medium coarse, small medium gravel | |
| From: 672 ft. to 682 ft. | soapstone, limestone | |
| From: 682 ft. to 710 ft. | shale, limestone | |