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Specific Water Well Detail |
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| Location Info | |||
| Owner: Broce Construction of New Mexico | Status: Constructed | ||
| Location: T31S, R31W, Sec. 33, NE SE SE | County: Seward | ||
| Directions: from Kismet: 6.75 mi N, .5 mi E | |||
| Latitude: 37.3032361 | Longitude: -100.690427 | Datum NAD 27 | |
| Latitude: 37.3032571 | Longitude: -100.6908603 | 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: 487 ft. | Elevation: ft. | |
| Static Water Level: 222 ft. | Est. Yield: 1100 gpm. | |
| Comp. Date: 12-Jun-1980 | Well Use: Irrigation | |
| DWR Applic. #: 33280 | Other ID: | |
| Links | |
| View info from Wizard Water Level Data base... | |
| 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. | |
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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: 300 ft to 430 ft
From: 466 ft to 486 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 2 ft. | top soil | |
| From: 2 ft. to 29 ft. | brown clay | |
| From: 29 ft. to 45 ft. | brown sandy clay and caliche | |
| From: 45 ft. to 67 ft. | sand fine to med few rock ledges and few clay sts loose | |
| From: 67 ft. to 81 ft. | brown and white sandy clay and caliche | |
| From: 81 ft. to 92 ft. | sand fine to med loose | |
| From: 92 ft. to 105 ft. | brown sandy clay | |
| From: 105 ft. to 144 ft. | sand fine to med coarse small to med gravel | |
| From: 144 ft. to 163 ft. | brown clay, rock ledges | |
| From: 163 ft. to 180 ft. | sand fine to med coarse small gravel | |
| From: 180 ft. to 194 ft. | brown clay and sand fine to med coarse | |
| From: 194 ft. to 205 ft. | sand fine to med coarse few small gravel few clay sts | |
| From: 205 ft. to 223 ft. | brown clay and limerock | |
| From: 223 ft. to 234 ft. | sand fine to med coarse small gravel, few clay sts | |
| From: 234 ft. to 245 ft. | white and brown clay few sand sts | |
| From: 245 ft. to 267 ft. | blue clay and few sand sts | |
| From: 267 ft. to 284 ft. | blue sand with few blue clay sts | |
| From: 284 ft. to 340 ft. | sand fine to med few small gravel and brown sandy clay sts. Uses little water | |
| From: 340 ft. to 380 ft. | sand fine to med coarse, few small gravel limerock and brown clay sts. Uses little water | |
| From: 380 ft. to 425 ft. | sand fine to med coarse small gravel limerock and very few clay sts uses little water | |
| From: 425 ft. to 433 ft. | soapstone and limerock | |
| From: 433 ft. to 438 ft. | limerock and fine sand | |
| From: 438 ft. to 444 ft. | brown soapstone | |
| From: 444 ft. to 454 ft. | sand fine and small few coarse few sandy clay sts | |
| From: 454 ft. to 480 ft. | sand fine to med coarse small brown gravel | |
| From: 480 ft. to 511 ft. | brown soapstone | |
| From: 511 ft. to 520 ft. | red bed | |