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



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


Moser, A.


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




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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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