Territory Stories

Bore Completion Report RN 29012, RN 29013, RN 29090. Stuart Highway and Delmere Road Production Bores.

Details:

Title

Bore Completion Report RN 29012, RN 29013, RN 29090. Stuart Highway and Delmere Road Production Bores.

Creator

Moser, A.

Collection

E-Publications; ebooks; PublicationNT; E-Books; 31/94D

Date

1994

Description

Made available via the Publications (Legal Deposit) Act 2004 (NT).

Notes

Date:1994

Language

English

Series

31/94D

File type

application/pdf.

Copyright owner

Check within Publication or with content Publisher.

Parent handle

https://hdl.handle.net/10070/228901

Citation address

https://hdl.handle.net/10070/673597

Page content

Technical Report WRD94031 Viewed at 15:07:29 on 29/07/2010 Page 15 of 34. WATER RESOURCES DIVISION TEST REPORT - BORE RN. 29013 Bore Location: STUART HIGffi1AY. Map: [~ARRlMAH 1:100,000 Sheet: 5566. Grid Reference: 292 - 450. Client Purpose T ' " ~ w. ROADS BORE. ***********************************************~~******kj**********~***~*~~*_* RECmndENDATION. Pumping Rate: 10 Lis. Pump Setting: 50 m. For alternative ptwlping rates or settings contact Gene!:'al recommendations are on the reverse side. In all correspondence please quote bore RN 29013. V.Jater Resources ~ Sasco House, Darv-Iin NT. **~**~*****x****************************************** *~********************** BORE DATA. Finished depth: 103.3 m~ completion Date: 11/12/93. Test Date: 14(1/94. Test Rate: Standing I'later Level: 42.42 m on 14/01/94. Construction details: T6-st Duration: Interval. 0- 4.5m o - 52.3 m 52.3 - 103.3 m 254 rn..'l'fl 156 ITh."U 152 mm Description. ID steel casing. ID steel edsing. open hole. Notes: Top of casing as constructed was 0.52 m above ground. All depths are measured from l:ldtural ground level. 10 r~/s. 13.3 hrs. 1. 2. 3. Test rates are not indicative of safe long term pll . ..l\\ping rates. Np.RNING: HINIMlJM INTER.t\fAL BORE DIAI1ETEr< IS 152 M~. i"'lINIi-1UM INTERNAL BORE DIAM:ETER TO R'COMMENDED PfJIYIP SET?ING IS 156 mm. *************************************************************************** COMMENTS. 1. The above recommendations are based on a step test up to 18 Lis and a constant rate test at 10 Lis for 13.3 hrs and aSSlliue hydrological conditions remain constant. 2. Provision to monitor " .... ater levels and obtain w"ater sa.'"Tlples while pu,--nping should be incorporated \.;hen equipping this bore. 3. This bore is capable of higher yields. For further advice contact Water Resources. ***********************************************************************~* WATER ANALYSIS. No 93/94/0726. Prepared by: PRESS 31/1/94 Checked by: A MOSER 14.2.94


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