CO129-392 - Governor Sir May - 1912 [9-10] — Page 22

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CHAOST HLIN SKOITAOJEICON CETZLDJUS

FUTATNAESE IU NOXDNOM

AUTOUITZICIUS 10 VOITOUSTEHOD OT

need won asi rejawizerd edt gætarot bmwom elddør eft s al ezert zejaw wou je dadd trigked a deva od bedouidamos beaofome aktv) ši zavo sejaw to jest @ tuoda vimo to diqeb beruolos ul betinoqeb ybeeria anoda erið síožím mo zatward

Ic2

edit to efla erit of beyovmos zuted at olddon ont bebirong eta bas jeet 3 duoda werth dokse nämst oysal mi drow dołów to ensem yd eqyð siquia ■ to mutataqqe fokrrob did tw 078 YONT .rejaw eild oðmt boqqorb bas bejetod eis aamoja sďž of merit sidame blvow natriw mudezaqqs yas ditw bokkvorqau ent mort herumsen comeðalb oldørebiamo que ja enote diuoqeb ›Isanov náš to obta

,obooD,azaael yd beraqonq sziaab siit of galbtossá ailt evode Intamisend erit to załtrand eritm sút ‚awedttæl S Tojaïl mod svoda Joot s jaut ai dolž¥ ‚MÈnd sanaabro to [evei bris Jtate erit ddiw .o[ddit mo#-2[ari to od od al‚Ievoi VIZZO of zebro at,wisaseben ed blươw ji,sideltava auteTaqqa of (ngtaek atdð dibw constrosos el vieroitibeque #row scit re gaitreed and to elore add,nokasimotak dioddtw‚Štzoqeb erit að qu siddery odd to Ievai gitsimo erið mort gulbaojie

svlásejoıq sɖð mot like delale zakáaddy sát to ebierebau/

Jxon ed¿ ‚İRSEDZIBTIS atdit rebel) .banom erit to zatvoros -noa erit samennoo of ad blow Írow sɛd mo galvyras mi qetu

atniog lesevos da asoijaén al godswisord edt to moltoJEJE

Viisubiz bluer oood) bria nosil baratætt við od viisaltamtą

.Jom Tos? ¿lāmu anoiteerib rited al bebastno od

mt „jærið ai moiðnimónmoo to obom ukriž od moiżeetdo adT

orið to emOU ZILÁTKOWO Brzoða eldareblaxoo yam bo tæve edit

a ad blow jƒ1 bris besalqaië od pinksfree daomia himow olddare.

of baston add eraduet of pðivot?%tb oldareåkance to teščan

pitoen teqorq ati

tadt aaogong I datı dərs yna znivomer of welv s BJ ÉV

erit

the half-ton rubble should be limited to the sore show on the enclosed drawing, the remainder of the hearting being

20

composed of hand-deposited stone, (about 160-220 lbs.), which can be brought in junks and sarried on to the mound by soolies, the depositing of it being proseeded with just ahead of the setting of the pitsking blocks. By limiting the half-ton rubble as shown, it is improbable that any damage caused by a storm, whilst the core is exposed, would extend further than the displacement of some of the rubble from the core into the area coloured yellow on drawing where it could be allowed to remain. The construction of the breakwater would be fasilitated and it would be an easier matter to form the mound to its proper section or to make good any displacement of rubble caused by storms.

The Contractor is prepared to carry out the work in the manner above described without extra charge on account of the hand-deposited stone and I therefore recommend that the slight modification in the design which I have suggested be sanstioned. I do not anticipate that the Consulting Engineers (Messrs. Coode, Son & Matthews) will raise any objection to

it.

Mthathan

J.PW.

4.0, No.

4.9M