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 12 of 34. WATER RESOURCES DIVISION TEST REPORT - BORE RN. 29012 Bore Locat ion: STUART HIGH"i"iAY. Map: GORRIE 1:100,000 Sheet: 5567. Grid Refe~enc~: 987 - 108~ Client Pu:r-pose T & ~'J. ROADS. ******~****~**~***********************************************~*************** RECOMMENDATION. P~ping Rata, 10 LIs. Pump Setting: 55 m. For alternative pumping rates or settings contact "General recommendations are on the reverse side. In all correspondence please quote bore RN 29012. ft.,later Resources. Sasco House, Dar.'lin NT. **********************************************************************~******* BORE DATA. Test Date: Test Rate: Finished depth: 121.3 m. Completion Date~ 3/12/94. Standing \"later Level: 41.6 m on 10/1/94. Construction details: Test Duration: Interval. Description. 0 - 7.1 m 254 rom ID steel casing. 0 - 58.6 m 207 mm ID steel casing. 58.6 - 121.8 m 203 mm open hole. Notes; 1. Top of casing as constructed was 0.45 In abOVE! ground. 2. All dept:-:.5 are measured from natural ground level. 11.1.94. 18 Lis. 4.3 hrs. 3. Test rates are not indicative of safe long term pumping rates. ~iAR-N'ING: MINIMUN INT~F_I\j;'..L BORE DI.lH'1ETER IS 203 nun. M:ININUH INTSRNAL BORE DIAME1'ER TO RECO~wr.ENDED PUNP SETTING IS 207 mIn. ********~~*****~*********************************************************** COMMENTS. 1. The above recorrunendations are based on an extended step test at 18 Lis for 3.3 hrs and ~ssurne hydrological conditions remdin const~~t. 2. Provision to monitor ""vater lev.els and obtain water samples 'while pumping should be incorporated \-I{hen equipping this bore. 3. This bore is capable of higher yields. For further advice contact 7t"later Resources w *************************************************************************** WATER ANALYSIS. No 93/94/0724. Prepared by: P.REES 3111/94 Checked by: A MOSER 14.2.94