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Specific Water Well Detail |
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| Location Info | |||
| Owner: City of Plains | Status: Constructed | ||
| Location: T32S, R30W, Sec. 16, NW NW NE | County: Meade | ||
| Directions: N end of Main St on E side (20' E of Test 1 or NW corner of Golf Course) | |||
| Latitude: 37.2705607 | Longitude: -100.5881712 | Datum NAD 27 | |
| Latitude: 37.2705825 | Longitude: -100.5886015 | 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: 465 ft. | Elevation: ft. | |
| Static Water Level: 190 ft. | Est. Yield: gpm. | |
| Comp. Date: 12-Jan-1984 | Well Use: Public Water Supply | |
| DWR Applic. #: 35306 | Other ID: Test 2 | |
| 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?: Yes
Water Well disinfected?: | ||
| Ground water encountered: 190 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 232 ft after 7 hours pumping 788 gpm | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: |
Diam: 16 in. to 465 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: Stainless Steel | Screen Openings: Continuous slot | |
| Screen-perforated intervals | From: 462 ft to 347 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Cement grout | From: 0 to 20 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: OTHER | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 1 ft. | fill dirt | |
| From: 1 ft. to 3 ft. | top soil | |
| From: 3 ft. to 30 ft. | brown sandy clay and few fine sand streaks. | |
| From: 30 ft. to 46 ft. | brown clay and caliche | |
| From: 46 ft. to 58 ft. | sand fine to med small gravel | |
| From: 58 ft. to 97 ft. | brown clay caliche | |
| From: 97 ft. to 113 ft. | sand fine to med. small gravel | |
| From: 113 ft. to 121 ft. | brown clay | |
| From: 121 ft. to 162 ft. | sand fine to med. small gravel very loose mixed mud at 150 feet | |
| From: 162 ft. to 170 ft. | yellow clay | |
| From: 170 ft. to 206 ft. | sand fine to med. coarse small gravel loose | |
| From: 206 ft. to 211 ft. | brown yellow and gray clay | |
| From: 211 ft. to 340 ft. | sand fine to med. coarse small gravel and very few clay streaks. | |
| From: 340 ft. to 346 ft. | gray sandy clay | |
| From: 346 ft. to 387 ft. | sand fine to med. coarse small gravel loose | |
| From: 387 ft. to 410 ft. | sand fine to med coarse small gravel limerock and brown sandy clay | |
| From: 410 ft. to 465 ft. | brown sandy clay and sand fine to med. coarse | |
| From: 465 ft. to 485 ft. | brown sandy clay limerock | |
| From: 485 ft. to 487 ft. | limestone | |
| From: 487 ft. to 578 ft. | brown sandy clay lime rock brown rock sand streaks. fine to med. coarse small gravel | |
| From: 578 ft. to 581 ft. | red bed | |