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Sc?P-_04-96 10:03A THORNTON & SON 408 946 1015 P.09 --- ••� u:.lr aZ) Double-Well Tank Anchoring it is recommenciert trait Tr:l Tanks be anchored when buried in an attdawith a high water table, Flppci,ng or clay soil Consult Iota4 regure-.ons and cptldltipr►s which rr7ay repurre tank anchoring regardless of apil conditions Anchor Straps Ia6 wNO�s alYlt�s -a+ TCI Double-Wap Tanks snould beq- 3~x tt4, 7n- •- .a-„ 112-L 27 17 Supplied with hold-down Straps ell,- 3`:1f4'" Sts. 7021 a-x4-x trZ-L 33- Supplied by the tank rnanufec- turer.when required Special ere s0- 3-1<31,10- 1-11W 1-114" a-„r x 314•-L 51- should be taken when nstalting 1t0- 4'tr 112- 1-1/2' 1•aifti� a-,f 3ra-� 63- anchor straps t0 insurta they we separalad From the Tarek .}ackatte CW'*4*^'sa VMh a*palt.Strap cushions.cushions. sized to be 2- w4der than the Steel anchor strap. Should be centered aver,ly under all anchor straps Consult the chart below for strap location.: SIX" Concrete Concrete Stab r �` The design and size of the slab should be sspecifiedtsy .s lxofes- TV1Y.vYC.Lt ssonal familiar with local sate con- ditions clue to soil variations. Where anchorong by means of a concrete slat)is reQulred.a 6-bed �- A `++-a•r41+o of pea gravel, sand or other ap- J7 70-.and Mr.+a.w.wr near AN proved material. should separate *vie*41.41 ta.3et+Y7nrrx.t41.s the tank from the pod. �ra0*t ..1.{ r.� f171 7 w141s- i,,rn a+*ar► .sa POD owoowrM 41wi.r 41�*a 1•rs00MUla vas/41 .MO.yYa Nia1• C.MCN s1-.-. •.•ilei .Dara aa0 •.41`41 taT;1411 eltsau41w "M"- U1t01i Yw41ista W4141 snlrwa +•1'1aff qr..* sa4141 Fit 1't a.a `062 'M7 3.tMe.O 2'102' r.n- 1'-07" 0'>' 3-.1H- ads 7 •- a 2M -� 41tF •-� S'-�` ♦1A s e. »t &Was 41-.0- t�&_ 1 40` 01a- Vat uu- Sr. X-411 2 A- • ,1100 4..1 112.51 a 33 ,.1G., ,-42. 7.7170 6'111- 12'-4 1.na' 0 7 Y.1N 1W I.,. a fra n.O`0 4 A" 10'-Y o.].76 I G. •_400 7.122.7 eAr 12-9- 1'-07- O'.*" I-t f,a- No • .` 7 Y+ • 2000 9-. •a 0 'ad- .- 1W ,2.11`•1 *,- 1.'-0- 1 ..a 0-2' 1'.1i.' N. O 0 11 3.12 1.000 •A 141 O- ;is a0* .r 2.7041 12.42411 7.y- 70'-0' .'-,1- 1'-0- 1-.f/a' 1,12 ♦ 4' 7 Y. s 4 911 s . 7+ 0 17 1- 113. T 4416 10001.1 /•a' at * -11' 147- a-a 114 3" 12 O6. " z v. 04141 r 411' ,Ya a.11412 1,♦ ..lit 2/10.1701 7014- ts'•a- a'4v 2•-0- 3-.311` •-..ta a a' 7 •.1,6 y 1000 4.4) 10'r, 1001 t. 1'. 43+41 uIlia.a TQ-0 10.0 21.01' 7.1 3-.341 1-1,41 f 0 ] 1114 a *.4100 o-0- 21-� N.4141a If. Nix" 48.a2YT kw-lr 231-♦- 2-.4w 2'.Y 1-.34' 1-Y/a 7'.2- ) t.,q • 10400 a'4' as-r *13416 1 a *7!10 75.94172 104- 2a'-a` J_,q_ 2-11, i .7A- 7-13 {* ♦ 1 x-41 r •0000 •0.0 -re' q.tm ,.+. 7.702 VILOM* 1T'-0- 1*4- 4'-4312- 1.1 4- so 41-M 0 -1041+1* 10-0' 3.ar ]'a' a 3' a-s]r41- 1-loo �8- ♦ Y 10241 a 12 000 10'.0 m 4 +*0.037 1M- GA" 61~3 12.4r ars 4141- 1--Y -.1q' 1-111 •-14- ] 1.,n • to 000 !"O IO r, 1]e 4.0 Sr141 u.i» t10.7417.0 •0--0- aQ a- 1-ef- Y7' a .2,41 t-1141 •�7 , •41aoo 10 a• 29"i- 1a41.ow v.0r s1.tw 112.70041 12.41 era- ♦';2' 7-2 4-al/2` 1-L2 2101 a :.1,2 20.0017 10401 34.0 -00.720 b+a' t7.100 460-PU I 124r 10--a- Xaa• 2'.3- 02'.0- '-Y07'.41_ 2MA00 am- UAW taaal0" lYi- M'; *-12w Y-a• ♦'.1rr t-171 8 i 1 .Q .0 In Calculating this information. the foilpwing assumptions were mode t) Groundwater table is at surface. 21 tank excavation hos not been Oecklifled. 3) Tank is empty 4) Yield stress of all 31004 is Fy-3a ksi 61 AfOw wb+O se.waa a, steel in tonsipn is it a-e x FV-21 6 kei. 6) Slraps are tightened to taroduce uniform loading,upon Spec!!strap 71 Straps are Wr11c01 31 the point at anchorage. aJ Safety factor of 2 is used far anchorage strap design. 91 Weight of water a-33 pounds per gallon. 101 Wwghr of submerged connate is 80 pounds per cubic fact.