|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Redger, Hank | Status: Constructed | ||
| Location: T27S, R29W, Sec. 21, NE SW NE | County: Gray | ||
| Directions: from Ingalls: 9 mi S, 1 mi W, .75 mi S, 700' SW | |||
| Latitude: 37.6885937 | Longitude: -100.4936188 | Datum NAD 27 | |
| Latitude: 37.6886165 | Longitude: -100.4940473 | 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: 286 ft. | Elevation: ft. | |
| Static Water Level: 74 ft. | Est. Yield: 1500 gpm. | |
| Comp. Date: 28-Dec-1976 | 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: 210 ft to 230 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 5 ft. | topsoil, fine sand | |
| From: 5 ft. to 8 ft. | brown clay | |
| From: 8 ft. to 32 ft. | fine sand | |
| From: 32 ft. to 38 ft. | white clay | |
| From: 38 ft. to 41 ft. | brown sandy | |
| From: 41 ft. to 59 ft. | brown white clay | |
| From: 59 ft. to 67 ft. | fine to medium sand and gravel | |
| From: 67 ft. to 70 ft. | medium coarse gravel loose | |
| From: 70 ft. to 140 ft. | coarse gravel, loose | |
| From: 140 ft. to 161 ft. | fine to medium sand gravel loose | |
| From: 161 ft. to 188 ft. | fine to medium sand clay trace | |
| From: 188 ft. to 201 ft. | cemented sandstone 20% clay tight | |
| From: 201 ft. to 212 ft. | fine to medium sand and gravel | |
| From: 212 ft. to 228 ft. | fine to medium sand and gravel fine to medium sand tight | |
| From: 228 ft. to 275 ft. | fine to medium sand tight | |
| From: 275 ft. to 286 ft. | medium coarse gravel mixed with brown and yellow rock | |
| From: 286 ft. to 288 ft. | yellow clay hard pull down | |
| From: 288 ft. to 290 ft. | shale | |