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i <br /> ( BOUYANCY CALCULATIONS: <br /> � AswmptlOns: 1. Water teble is at top of detendoNwet vautt <br /> 2. Nepiect sdl 6kibn eilect-adl McHon will provide fector of ea(ety <br /> 3. Beseci on Utllily Vault dimenslons <br /> ( VAULT ONE: <br /> p�����; V�ult WNght: <br /> � pepth(fl)= 10 <br /> Length(k)= 98 Two Side Wells(Ibe)= 192980 <br /> Widlh(fl)= 20 Two End Walls(Ibs)= 40200 <br /> � n,�o,a�or wens�n>= o.s� <br /> wetgnt of concrete(Ib/fN3>= 150 <br /> IDlmenslons: V�uk WNpM: <br /> ����„�= gg Top Sleb(ibs)= 239040 <br /> Width(ft)= 20 <br /> p m��e�of t�s���h>= a.� <br /> weight or concrete(IhJft^3)= 150 <br /> � � <br /> IDimsnsions: Vault Weight: <br /> Length(fl)= 96 Bottom Slab(Ibs)= 288000 <br /> I Width (ft)= 20 <br /> thickness of bottom sleb(ft)= 1 <br /> wefght of concrete(Ib/lt^3)= 150 <br /> ( TOTAL VAULT WENiHT L88 : 780. <br /> I IGHT OF COVER ON VAULT: <br /> pepth (ft)= 1 TOTAL SOIL WENiHT LBS : 199, <br /> Length(N)= 96 <br /> wnd►r,�n>= zo <br /> Iweignt or son �ibm��= i oa <br /> , ORAND TOTAL LBS : 959, <br /> Bouy�M Forw: <br /> 10x96�f10x62.41Wcf= 1.198,080 LBS <br /> I VAULT WEIQHT+SOIL WEItiHT<BOUYANT FORCE, <br /> THEREFORE,BALLAST IS REQUIRED. <br /> I O <br /> I <br />