|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Converse, Glenn | Status: Constructed | ||
| Location: T28S, R33W, Sec. 17, SW | County: Haskell | ||
| Directions: from Sublette: 1.25 mi W, 9 mi N, 4.63 mi W, .25 mi N | |||
| Latitude: 37.6095522 | Longitude: -100.95706 | Datum NAD 27 | |
| Latitude: 37.6095765 | Longitude: -100.9575047 | Datum NAD 83 | |
| Longitude and latitude calculated by Survey from township-range-section-quarter calls. Only good to within the quarter call accuracy. | |||
| View well on interactive map | |||
| General Info | ||
| Well Depth: 450 ft. | Elevation: ft. | |
| Static Water Level: 335 ft. | Est. Yield: gpm. | |
| Comp. Date: 28-Jul-1980 | Well Use: Irrigation | |
| DWR Applic. #: | Other ID: | |
| Links | |
| View info from Wizard Water Level Data base... | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Minter-Wilson Drlg. Co., Inc. | License #: 208 | |
| 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?: | ||
| Ground water encountered: 0 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
| Casing Info | ||
| Casing Type:
Casing Joints: |
Diam: 0 in. to 0 ft
Diam: 0 in. to 0 ft Diam: 0 in. to 0 ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: | Screen Openings: | |
| Screen-perforated intervals | From: 350 ft to 450 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: 0 to 0 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 1 ft. | top soil | |
| From: 1 ft. to 55 ft. | brown clay | |
| From: 55 ft. to 98 ft. | med. to coarse gravel (loose) | |
| From: 98 ft. to 155 ft. | fine to medium sand and gravel streaks of coarse gravel (loose) | |
| From: 155 ft. to 179 ft. | brown clay 30% gravel | |
| From: 179 ft. to 214 ft. | fine to medium sand and gravel 10% clay (loose) | |
| From: 214 ft. to 220 ft. | brown clay | |
| From: 220 ft. to 228 ft. | fine to medium sand and gravel 10% clay (loose) | |
| From: 228 ft. to 245 ft. | fine to medium sand and fine gravel 20% clay (loose) | |
| From: 245 ft. to 269 ft. | fine to medium sand and gravel 15% clay (loose) | |
| From: 269 ft. to 290 ft. | brown clay | |
| From: 290 ft. to 303 ft. | blue clay | |
| From: 303 ft. to 374 ft. | fine to medium sand and gravel (loose) | |
| From: 374 ft. to 385 ft. | brown clay | |
| From: 385 ft. to 418 ft. | fine to medium sand and gravel 10% clay (loose) | |
| From: 418 ft. to 425 ft. | brown sandy clay | |
| From: 425 ft. to 448 ft. | fine to medium sand and gravel (loose) | |
| From: 448 ft. to 458 ft. | brown clay (tight) | |
| From: 458 ft. to 504 ft. | gray and yellow clay with brown and white rock (hard) | |
| From: 504 ft. to 510 ft. | shale (hard) | |