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Specific Water Well Detail |
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Location Info | |||
Owner: Rinehart, Brian | Status: Constructed | ||
Location: T23S, R9W, Sec. 12, NW SW NW NW | County: Reno | ||
Directions: west on 4th to Sterling Rd, north to 17th, 1 mi W, 0.25 S, east side of road | |||
Latitude: 38.0693756 | Longitude: -98.2695035 | Datum NAD 27 | |
Latitude: 38.06939 | Longitude: -98.26985 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 38.06939 | GPS Longitude: -98.26985 | Datum NAD83 | |
View well on interactive map |
General Info | ||
Well Depth: 80 ft. | Elevation: 1715 ft. | |
Static Water Level: 16 ft. | Est. Yield: 23 gpm. | |
Comp. Date: 26-Apr-2021 | Well Use: Domestic | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Rosencrantz-Bemis Ent., Inc. | License #: 134 |
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?: Yes | ||
Ground water encountered: 16 ft. | ||
Bore hole diameter: 10 inches to 80 ft | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 60 ft | |
Casing height above land surface: 20 in
Casing Weight: 160 lbs/ft Wall thickness or gauge no.: .214 |
Screen and Perforation Info | ||
Screen Type: PVC | Screen Openings: Mill slot | |
Screen-perforated intervals | From: 60 ft to 80 ft | |
Gravel pack intervals | From: 25 ft to 80 ft |
Grout Info | ||
Grout used: | From: 0 to 25 ft |
Source of Possible Contamination | ||
Source: Septic Tank | ||
Direction from well: S | Distance: 130 ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 3 ft. | top soil | |
From: 3 ft. to 12 ft. | brown clay | |
From: 12 ft. to 25 ft. | tan clay | |
From: 25 ft. to 38 ft. | tan clay and caliche | |
From: 38 ft. to 75 ft. | tan clay and fine sand mix with streaks of fine sand | |
From: 75 ft. to 80 ft. | fine sand |