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 31 of 34. POWER . ~-:-AND -~ \ WA.TER~~ WATER RESOURCES DIVISION AUTHORITY '\"~ TEST REPORT - BORE RN. 29013 Sere Locat ion: STUART HIGffi-1AY. Nap; LA..I<.R!MAH 1:100 / 000 Sheet: 5566. Grid Reference! 292 - 450. RECO.MMENDATION. Pumping Rate: ~O LIs. Client Purpose T .~ ~'i. "OADS 30RE. P~p SQtting: 50 m. Fo::- alternative plJ...."1'Iping rates or settings contacc. ,General recorr:rnenda t L:ms are on the reverse side. In all corresponcen::e please quote bore RN 29013. \i>,Jat:er Resources. Sasco House, Dar"...,in NT. **********~*****~*******************************~****************~***~*+****** BORE DATA. ?inished depth; 103.3 m. Completion Date: 11/12/93. Test. Date: Test Rate: Standi:1.g ~'~atr Level: 42.42 m on 14/01/9<L Constructio~ details: T<2.st Duratio::1.! o - 4.5 m o - 52.3:n 52.3 - 103.3 ;n 254 156 152 rr.o ffi.'"'U ITt;.'"Q Descripcion. ID steal casing. ID steel c.3.sing. open hole. Notes! 12 . Top of -:::.as ing as constructed 1,o/as 0.52 m abo'lo? ground. All depths are measured from natural ground IB?el. 14/1/94. 10 L/s. 13 . 3 hrs. Test rat.es a::-e not indicd.tive of safe long toe!;;"'! pumpinq rates. 1,~ARNING: l1INL\!i-.l1:-! INTERNAL 308 DIA.:.~TER IS 152 rrJn. ~1INI}~v'H INTERNAL BORE DIAHETER TO RECCl;IEl'llED ?T...;1-1P SETTING IS 156 ITcn. COMMENTS. 1. T!-"le above recornrne.:1dations are ba.sed on a step test U.9 to 13 L/s anc. a ccnstan;: =0.te test at 10 Lis for 13~3 hrs and assume hyc.r;:,Jvogical conditions remain constant. 2. Provisio:1 to ~onitor (!late!:" levels and obtain water sa..rnples while pumpin,; should be incorporated when equipping this bore. ~. This bore is capable of higher yields. For further advice contact Water Resources. WATER ANALYSIS. No 93/94/0726. Prepared by: P REES 31/1194 Checked by: A HOSER l'L2.94

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