|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Clawson, Kirby | Status: Constructed | ||
| Location: T31S, R31W, Sec. 1, SW NW SW | County: Seward | ||
| Directions: from Copeland: 11.5 mi S and 1 mi W | |||
| Latitude: 37.3776396 | Longitude: -100.6509873 | Datum NAD 27 | |
| Latitude: 37.3776622 | Longitude: -100.6514202 | 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 This link will create a new window and display an interactive map of this well and its neighbors. | |||
| General Info | ||
| Well Depth: 530 ft. | Elevation: ft. | |
| Static Water Level: 200 ft. | Est. Yield: 1500 gpm. | |
| Comp. Date: 22-Feb-1980 | Well Use: Irrigation | |
| DWR Applic. #: 33401 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Henkle Drilling & Supply Co. 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?: | ||
| 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: 235 ft to 245 ft
From: 295 ft to 325 ft From: 380 ft to 420 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 2 ft. | top soil | |
| From: 2 ft. to 51 ft. | brown clay, caliche, and sand sts | |
| From: 51 ft. to 57 ft. | caliche | |
| From: 57 ft. to 68 ft. | brown sandy clay and caliche | |
| From: 68 ft. to 97 ft. | brown clay and caliche and few sand sts | |
| From: 97 ft. to 108 ft. | sand fine to med coarse and few clay sts | |
| From: 108 ft. to 118 ft. | brown clay and sand sts | |
| From: 118 ft. to 186 ft. | sand fine to med coarse, small gravel uses water. Few clay sts. Loose few cemented ledges | |
| From: 186 ft. to 194 ft. | brown sandy clay | |
| From: 194 ft. to 208 ft. | sand fine to med coarse, small to med gravel, loose, takes water | |
| From: 208 ft. to 213 ft. | brown clay | |
| From: 213 ft. to 246 ft. | sand fine to med coarse few clay sts | |
| From: 246 ft. to 274 ft. | brown clay with sand sts and limerock ledges | |
| From: 274 ft. to 280 ft. | blue clay | |
| From: 280 ft. to 291 ft. | brown clay | |
| From: 291 ft. to 306 ft. | sand fine and small few clay sts | |
| From: 306 ft. to 323 ft. | sand fine to med coarse, loose, uses water | |
| From: 323 ft. to 343 ft. | brown and blue sandy clay and sand sts | |
| From: 343 ft. to 375 ft. | blue sand fine to med coarse small gravel and few blue clay sts | |
| From: 375 ft. to 420 ft. | sand fine to med coarse, small gravel and brown sandy clay sts | |
| From: 420 ft. to 440 ft. | brown sandy clay, limerock and few fine sand sts | |
| From: 440 ft. to 471 ft. | brown clay and few fine sand sts | |
| From: 471 ft. to 480 ft. | sand fine and small, limerock, and brown clay | |
| From: 480 ft. to 494 ft. | brown sandy clay, limerock and brown rock and fine sand, drills loose in places | |
| From: 494 ft. to 500 ft. | soapstone and sandstone | |
| From: 500 ft. to 526 ft. | sandstone lost circulation, 1 bag bran 1 lime. Kept circulation | |
| From: 526 ft. to 528 ft. | soapstone | |
| From: 528 ft. to 533 ft. | red bed | |