|
-1-1-1-1.1------------____-_---__1-_11_1-_--_,__,______--_1__-------__-_------------ ----------------1-11-1_-_,________11--1111-1-__
<br /> _ ________---�--__----------____--_-___ _,________________ ______--------___---_-_-------------1-_1___-___-______ 1.______ --11--_111-1.11-____------I--1-�----,-,---�---,--------"---,-- I
<br /> .1-1-11 11-____--__,_____1_-1_____--_-____-_11__--------____-___-________11 1-----.1-11111 __----__ --------------� i
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<br /> -...___1_-__-___,_-1---1-___--------11-1-�--,---,,�,-""--.,--,-----",--,--.,-----__I——-1-_____-------__-__---__---------__,___________-____.__....�------____-_11--��-"--"-,�--�,,��-,�---.,--.-�I-------�.......1-11-1-1----------____-1-1-1--_____.___ ____-----1-1-1.11- - -___---__- -_____ ---- ___,-, --- __-___________----___- ---__-, ____----___ :
<br /> i
<br /> _-____-____----
<br /> -____"-,---,-- -," 1-11__11_I-I I---------------1-1_11-____--_____ - - I
<br /> ------ -__---____,___�--- - ------I-1--l-111-1-___---�__
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<br /> ���i�i���i�!������������l���lI 1:11 1:1 1:�i 1 1:I 1�
<br /> : :1: :i im :;: 11,I 1 i i i 1 1 i i
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<br /> !! ii ;I I 11 ! I No i
<br /> i I I RNBUCKLES (DROP-FORGED, GALVANIZED)
<br /> ! + Make sure each deadman section has at least two r0p EA OV01,AN A INCHORS-iMkJLTU14L'ai TANIK I
<br /> I C 0WICRE',TE ANCHOR PA 0 of all or a portion of wire rope ;
<br /> I -1 - Tan k di am eter p lu s 1 2"to 24"for con c rete I anchor points, �tNSTALALAT0'k,! Maybe used in place i
<br /> r----,-,------"---,"-,-*-,--,----------,----------,---",""-- I � described in this section. �
<br /> � Anchoring Chart � anchorpad. "The weight of the overburden on the concrete pad and tank F� , own deadrnan on both sides OR if ... �--,---------,�-,---�-.�--,---,---,----.-��-- I
<br /> � :�,G U R F---I,a -
<br /> � I I _. � ____ _.______.-, + Each tank requires its � _____ i
<br /> i :
<br /> � I I provides anchoring force.The anchor pad information pro-- __T TURNBUCKLES
<br /> I
<br /> � i Minimum burial depth to achieve 1,2 safety factor : st be aligned with designated ribs __-_-T � I ,, ,_ �'�rj�,�Q�,'��,,�I��) one deadman is usedbetween adjacerittanks,it mustbe �_________1 -_, = I
<br /> I
<br /> � d iti on s of\wa- � * Anchor points mu vided here is strictly for buoyancy: � \I I r� t I _ doubled Ili width, � i
<br /> : against flotation assuming worst case con I I li` Tank Minimum Turnbuckle Diar eter(b typ _ �
<br /> i --.,.,-------.--____-, --------"------ . �Y_..� 11
<br /> ter to grade and the tank empty, Assume$ multiple ; (0-4) i I", I ----"---" Minimum ; !
<br /> I - ",r F,Iad sliol,fld be at least 8" ftck,vvith;1,6 rei.,"ar @t I I * Aseparate anchorpoint mustbe providedforeach strap.
<br /> � . I I �t, Ancho ' ' / ,
<br /> tank installation and two deadman widths minimum i / Who -- I ." � - .. 1�. �_ Dia� Hook Jaw Eye Working i �
<br /> i . I + Place anchor straps in the strap guides over the 12" on centereach way (see figUre '12), C,on�,Awcb�d � ,,, Rope :,, . , . � I 1
<br /> � . . . : �qd ' * Multiple tank installations require 24" minim.,,um sp,ri Load Li mit* �
<br /> : spacing. "� , . I' ---_-_J
<br /> i I � per cument ACI code. i ,,�, : I . - . _- - I" I .-' t I _�
<br /> �
<br /> I I designated ribs ( ). I I ' ' �. ..\ j'.'%,.",. . . ��, �� �,,, � IrIg betwoen tanks (exception 10' tanks require 36" -�--�,.,--�-,-�.-.----..-----�-----.,--.�--,--,-"T------- -----"-",, I i
<br /> FIGURE 10 _',� � � . . . , �
<br /> ! MInlrquiriBurialP 8_11 I I -�.-II-r�"---'---�"'-------�---------'--'�-"I F�GURE 12 �,�. .". � .,1�- ... ,..� . ,. � , , .1� � ; I
<br /> Anchoring _____ Ap 4 -,� �!,'.� -,� __7 �, . � � ,,,� , ". . 1rf_'1_1-11. - , spacing, 'l Xtanks require 72" spacing), 4� 1/2" 3/81, 318" � 1200lbs I I
<br /> 'o i --------1-, I------- . ,:..% .. � �. i 1�, I _
<br /> , I I � � - , . �� , ,��,,,I�,I ",,ot ,
<br /> I . I I .�, � , . I.,
<br /> Method No 4211 w/one Sealed i I 0"I�,,,I,'�........�;�,, I �_111� � I . ?. P , '. . i �r -, ' I
<br /> i I � [r;� 1/2" 112" � 2200lbs �
<br /> 0�1)�� ,� )� ,�j ; . I [ P 11 L, 6 3/4" �
<br /> or Watertight � I , :. � . KL " i ��,,!,,,,�I .-
<br /> 1 ��S. � , � , � ANCHQUNG I
<br /> Owr4,� ,C,1-.��, i3m,li � , . , Hek-IM - A
<br /> Turbine � . , tH,A R 0 kN,A,R E �
<br /> I (no top slab) t � � ,V . ;P ` �
<br /> , � [::--�,'i'�t,��, I I Z'Nhrl�TxT � I .* � - - 11 .. t , '. ,
<br /> � I re Turbine Enclosure ! I � � F I 11 � , , I � I
<br /> I I ' '
<br /> I % I I � T1 : .'! , , . . , �,,,==:,7-7,��-m-_!,,-� - ., �� a 1-1 14" 3/4" 5200lbs :
<br /> Enclosu , - �"14,, / � "'.A,10,1ma1w, � , I - �
<br /> � _ 1 =70
<br /> DoubleVNIV / : � �* .__�
<br /> %�i T4, � . � .
<br /> I � I V �I,�� A,-'i��!,, ,- i .. - I - _1 . mponents should be protected from
<br /> i -1 b,�, , 11 � I �,.- 1. - &I- .'_.__!__,t.,_*-_ _�__.I-Vyi4t!i*'�i-"...-"%-�!�1-111-0.1!�'jI All steel co wanswummo nw= NUMMM!iffilviolils I
<br /> , -�'if I / � , " 11 .. i i
<br /> � i � I A�f"o ,:!_,_1.-,,A,�,,,-�,*',.,-��X,-,,,��,t,�,,-,-"-. . .
<br /> I D I 1, , 0.0 - corrosion. �I 10, 3/4" 314" 1 5200lbs �
<br /> I I wil,1 X.,�I - � 1 ,�9�",!,���A,,,I � �
<br /> � 1-1 14" 1
<br /> 1 . � . / ' I
<br /> �:
<br /> : � -711-1-- : !
<br /> I I � I I�: � t . 1 1 * At minimum burial depth from "Anchor i 12' 3/4" __5200.,_1_bs____, i
<br /> " , 1"77-t-7 "I"
<br /> " - ' . , _ _-I—-.-r, 11_11111,_�
<br /> I I . I , REBAR ANCHOR POINT
<br /> 8" Bottom Slab 2411 � I , _10, Ing Chart" table _____,7_��
<br /> Y_QLV"_1_aa9 .- a 11 7 I ._1._..__.._.____-4-1
<br /> �
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<br /> I 24" - I __ I 1�1_� , _ �
<br /> `km�.,v I -'111 - __�_7
<br /> 611 x 611 Deadmen 2411 2611 1�1,',���, I t� ptw r;�� , , o. 1 . . . � I I I
<br /> . � � I I (section A7), minimurn deadman size is as follows:
<br /> � 11'��,�,��'f' "�I, �f, ,,I 1�1,' I An anchor point can be fabricated from retar as follows:
<br /> � � ',',,,�,. _?',�.fn � _. --1, __._ - ",__ . � _______________ -,----.-- �ultlmate load should be 5 times working load limit
<br /> � � - I . 0 . � _.______,_._._
<br /> . � i
<br /> � I - No Mechanical Anchoring 28" 40" 1 1 1 P.,t- 'r t" I T . 1 � � , 11 ; ameter Minimum Height Width FIGURE 15 ._____
<br /> � I I'll r � --- - I,- I - - 1-N .
<br /> I �.-..-------..--.,�.--�--�.,----.,-,-.,- V �.�, . ,."N .1 � [--- -,- ______,____,._.____________ __.___.__._,__., ____ ____________.___"_ ----,----------
<br /> I � - (24" min, spacing) I � ,�,,i',;A,1), i . .
<br /> ,
<br /> I FIGURE 11 � �` - - . � - f
<br /> : , �, . - . I I WIRE ROPE I
<br /> I . � - , I �,��w��,,�C '��n,',,�,--1 ��: . � 1 611 Deadnian or Conorate 31ab moofl,�r :
<br /> I F'iberg�as&,Rrap , , " . "� ,, � � � 6" Is :
<br /> � I I , * , " ,� . I- , � 1 41
<br /> ! � Tman"We-LIALIm � I � � , I , ." t � �____A
<br /> I I Tr`Z,niz I __1_1_,&._._ ________�____ . ---"--'--..._______. �4 1', ��v i", �,,, � � I------- -------,------- i
<br /> : 2411 1 Ga FC,'dd � he, I ---"'-"--.-----i�l-----------�------- , ,I)11�<A ----� ""', Radius I
<br /> 11
<br /> . 81, Bottom Slab 2411 I I NO The pad,must be at least tv sarne length as the tank. � �: , '' I 11 lel% .�W4,M'�I '"'_` * I DO �
<br /> I i � 2- 6' 1 12"- 12" � V 1�C"11"i��,fl,4 f o(� OR�W- "�,,
<br /> ". ,
<br /> i - 1211 x 1211 Deadmen 27" 3011 [ __ - I I _j ; �11 A,: , �,,, )
<br /> -1 I '��' V;" i
<br /> �
<br /> _ I- ---------------. _..,___._______ V
<br /> � _____ ____� __ . '11 �, : �
<br /> i � . I
<br /> ,�/ �11;, �,
<br /> I
<br /> i I the side,s � - i T � * Use 6 x 19 (improved plow steel)wire rope. Always !
<br /> 1 (2411 min, spacing) i I * The pad must extend a minimum of 18"beyond 81 1�' I 11 1� I
<br /> i 50111 121$ 1211 1.� , '�, ji��j ,, �
<br /> : . No Mechanical Anchoring 42" - wwammwx&mmwmmumwm � � �,,,�,, ""�,:,11 Wire Rope Technical
<br /> I
<br /> I _T of the Wlik� 1.,'�' ,��",Ji I'll IS 4" i n : triple clamp wire rope. (Source: I
<br /> "11. I �
<br /> - � � )
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<br /> - , I , �11,`111-I - -, 11
<br /> I � I i 10, 1211 1811 I ,, .IN I � ��, I � Board(VVRTB)recommendations) i
<br /> � I 11 ent i : :1 1, I
<br /> T QIUgk-LeLjMM I i -1 * Poor soil conditions may require increased reinforcern .", *, I . �",,,j �� I
<br /> "I �. , �
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<br /> i I 8" i .Y, 4, , _.-
<br /> � �- "I "" _ _��_,.�r,_��',- 1-1- -11-11� 00 NOT- I
<br /> I . 8,1 Bottom Slab 3211 3611 - -11 r'. I _......._, "� _ '� �
<br /> "
<br /> � �, "
<br /> I I I and anchor pad thickness, Contact a soils consult- 1i 12' 1 .- L_-._36_._11_._.___ � ..= ,I � ,� 1, � � � - r'. 4.
<br /> __ __,.__.__.__._......________.___ -_ � o � . I V ,
<br /> I 1211 x 1211 Deadmen 4 0" 4411 � � -A- ant for specifics. I _ I , ," -1 'I * - I . , I I
<br /> � N , - ,�, , I,,,,,� - , - , * Use wire eyebolts.
<br /> i , , - , , , ,1, � �� I
<br /> , , ��
<br /> 1 (2411 min. spacing) I I I NOTE: A round cross section ca n be substituted if the , . q4YI` I ` '111 ., 41 �, �, . %. :, 4,,� .,: ,," � :
<br /> � - � FW or Round*it'ap r-yolot oetail '.. - , I �,
<br /> 601i I,- , � � 1,, � � , . ,�
<br /> � [,�14`___-'�',I.,,`�_____,"� , . � I I + Use bent steel eyebolts. __ I
<br /> I I - No Mechanical Anchoring 5 5" L__________1� to excava- diameterequals or exceeds the deadman width. If tank is .4 ,, ___,_,______, �
<br /> I * In unstable soils, it is best to extend the pad _.______`________ __ - .__ I .t___-I - F------------------ _____, I
<br /> : ____________ __1__--.._-__-.__,__...-"--"-"-'-- -__.- ___.1-__1__..__ ,-,--,-,--,--,---.--...---.,,--,,----,,,,-VVIRE ROPE _______._______.....-_ ] i
<br /> I I : ANCHOR S T-7 tion wall, �i buried deeper than the minimum burial depth, a smaller ir ----------------*"--- ______________ -n _7
<br /> I jj,LPjA=t8_r_Tmk_s_j1.QM!_oARAA?kJ101 i �, -Ti-rik----T-t(.1, '-A-NF�7,H'C-'�7,"R�,'�-t�,T'P,-,;�7'7�,--"-'-""'"-'--"- I width deadman may be used, Contact Tank Technical Sup- I Tank Minimum' Re"Bar* i I Minimum Minimut I !
<br /> i s,, Bottom Slab 4011 42" 1 Qla� ,I 0 FIGURE 11 I * Multiple tan k installations require 24"minimurn spacing Diameter I ReBar Size Span I ;
<br /> I
<br /> i ____._____.,____ i � I Tank Wire Rope Ultimate I
<br /> � . 1811 x 1211 Deadmpn 4011 4211 1 1 ._______,.,_____._______, port for details, (I strap/anchor point) I I i i �
<br /> I i
<br /> I I I H A B between tanks. 1 __'t _ __ -I--- Diameter , Diameter Stren gth -� I
<br /> i (36" min, spacing) I -,.-.---.- _____ ____,_,_,__________,
<br /> � .
<br /> � I
<br /> I
<br /> __
<br /> I No Mechanical Anchoring 6 2" 6611, I _X-_____1"r"_ ____`1_71T__,_______:Z778ff__, # I in bed a n ch or po ints i n con crete, (see An ch orin g H ard- I F-____4�_ __-___#"_6___---l" 4 1/2" 1 �________ i,
<br /> : _____ I
<br /> --
<br /> - MIRMONNOW � _____ - _ il -2 1/r-- DEAD0,11AN ANCHORS -[0,181`1kf_li,_AT�,QN 1 61 #6 4 1/2" i 4' -- ,--,--"------" �
<br /> i _ "ALI W1 1 I 6i______- 2F 1 T/6 ware section) FIGURE 14 1 .1 � 3/8" 1 31 20 lbs, j
<br /> I 01 Dig 9 qr TV MY&LIA I ____,___--------I :
<br /> L_ _ks I 0 r MALI M19 3� - ____ __ I 11 I I
<br /> " 6 I 3/81, 131 20 lbs� �
<br /> -
<br /> 1 8,1 Bottom Slab 42" 4V "____ -2 1" � 0** 1011 i �
<br /> I - , � 10, I �
<br /> ; W1 I 1�,,, �,,,I.:'a,��,f,:,�1'� #`1
<br /> 1 811 x 12" 0 eadm en � I crete pad and tanks,"The maxii-num bedding is 24", � I 1 1/2" 23 000 lbs, i
<br /> -
<br /> . , -____ '_8 + Make sure there is at least 12" bedding betwe ,��,,_. :
<br /> � . 48" " �, �,��0 lell"","Jh �
<br /> � ; ,�,, �� , a I
<br /> I �,, �_,,�,,,,� ,-'r __.______.____.......--.---.�,--.----"--,.--�.---,---,.-�,..---,-- ____________ i
<br /> I ------,-�_�`__ 1 � en con- � _____'_ ,,, I I I :
<br /> - ' 1
<br /> (36" min. spacing) =: � " I I
<br /> I 1 �81 1 718" 2 7/8 \ ,-" �,�"11����,,.,,1 23,000 lbs. i
<br /> � , '�
<br /> I _____ + Attach anchor points to the end - "', *Note:Wider or narrower span(see figure f 5)will weaken I
<br /> � i 018 .= -.--_______ � 1/2"
<br /> �
<br /> No Mechanical AnctWng 70" 74" 1 ,__3_____,__ - s of anchor straps with ! � �� I
<br /> : � i
<br /> � I
<br /> I I I i I * All anchor straps must be uniformly tightened with turn- turnbuckles or Wre rope. I i anchor below required strength. 77"001"111 1 s� :
<br /> I �
<br /> I .1X21,Wt%1_1d_nM1QM3jN_qAjjj Uf I buckles or come-a-longs, Straps should be snug, but �,w,V,(,!�,,,,,�,�,Jlo dll��v 'k i _._.___1.1_-_._-1___ ______._.__.__._____ ------ I
<br /> I . 8,, Bottom Slab 5111 5 � � I
<br /> 5 1 H 1:: n ot c au se tan k defl ectio n (see fi gu re I 0)� + Refer to"'Anchoring Hardware"section for hardware in- **314" tumbuckfes require a wire rope loop or shackle
<br /> ; I 55 1 l � I between tun7buckle and rebar anchor oit?tbecause#10 OPT101N�AL YQP CABLE CLA�',A,P )�,'���,,':!,"f'�l,,�!�,'O�,�.�'� I
<br /> 181,x ill, Deadmen � fo rrn at 1 o ni. I V I p .
<br /> �, I Ing tank diameter I rebar will not fit into 314" turnbuckle. 1
<br /> � (3611 min, spacing) * Measure tank deflection by measur � 'l, I I A method is available to use wire rope clamped at the top i
<br /> ! � ", , �
<br /> �,
<br /> I No Mechanical Anchoring 72" 75" : � before and after snugging straps. ,�,,, 1-i`ple(.,�arnp,,mre rope, -11 11 . Xi,: %�,o,,I'...'�,��'�10,�i + Anchor points may also be fabricated from steel eye- of the tank. Contact Tank Technical Support for instruc- i
<br /> � -
<br /> � I * I � I I I I I I "'�111,., I
<br /> ,,
<br /> I 'I Contact Tank Technical Support for alternate an-� I + use standard nonmetallic gauge stick, i 11� ,� 0�'" , ,�, . bolts with bottorn plates. Consult a stru.tural engineer
<br /> , . ` 119 �', �. %,�` I, :, tions,
<br /> )NIAN A NCHORS ,, " w,,�0 .
<br /> I� � � 11, , -1 I�
<br /> A� � �I , , , , for other anchor point methods(seefigure 16). I
<br /> i � D 11E I . [A,: �'" I
<br /> : "I . � . , ,
<br /> , " - N" 'N 1111101�, 11
<br /> I choring methods, - ,�I'A' I I 11
<br /> i I � * See Installation Checklist for specific measurement in d � I I 0f*TI10NAi_VA,,,,'AN OUT 0- 41,EW 'I,t�'-� 1�1'111 E7 H�('11 Kr i
<br /> I � * The weight of the overburden on top of the deadman an FIGURE 16, i
<br /> : I..-.,.-�--,---.",--..--�--"-----�--,--� __-________-______-_.___...__.___j structions, I * Lay dea dm en alo ng e ach side of tan k pa rallel to tank. 1-1-.-.--�-.-----�---------.-.--,-I �
<br /> i tan k prov ides the anchorin g force. I t I
<br /> � '12"02"Deadinan or Concrete Anchor Pad A method is available to Use FRP s raps with a top mounted I
<br /> I - R 1,;k, I ,rt ')
<br /> [,kllr,,=� - .� i L , cHat� ,q,
<br /> I � A� !�,It ,q e,,., -j It I e(,,I a n�i p,&i re ro p e, * Deadmen are made with reinforced concrete reinforced * Thetank must not overshadowth e deadman anchor(see "UPIM tensioning asserribly which allow for anchoring withOLItthe 1:
<br /> I
<br /> ,
<br /> I * Use only Containment Solutions fiberglass anchor straps, i * If deflection occurs, loosen straps to allow tank to go according to American Concrete Institute Guide, �� figure 14). �,,t Force 1 need for a person to enter the excavation- Contact Tank I
<br /> � I � ' T A I I
<br /> nated for each di- back into round. 1 3 .,
<br /> I
<br /> i + Use anchor straps specifically des i Attach turnbuckle or wire rope to rebaranchor point(see __ ,_`,1-___.T-14___._.___ Technical Support for instructions. I
<br /> ,
<br /> I � - I
<br /> I ameter of tank.Length of strap is diXrent for each tank � 17���_ ili ill 7 7, 77777777717 7 * Deadmen must be at least the same length as the tank. I * I 1 1/4"V*d 1)2,� i
<br /> : _�___ , Anchoring Hardware Section)OR putwire rope around 9. � I �
<br /> I I
<br /> I , ��':�,�, , , �',�,�,�:� , �, " "1, I5 � Plato � ��
<br /> I I , ': I, ,:� I '' -:," �,, 11 2-0 RQbpr I
<br /> ,� I , , , ,I � , �_ I
<br /> � - I— ��',, ,, , _�, ,,,, 1 � �, , I I- "' , ,",
<br /> "I - a� I ,I :11�1 , I �: _ I
<br /> I � ,1,�', , " , ,I,1:�,�� � '(`� , _�',;,,�, ,;, * For tanks,requiring four or more anchor points p ,
<br /> diameter. , ,,,, ,- I I DWI , � , ,,,, ,,, �erdead- deadman and through anchorstrap(see f1gure 1 3)� t -�I-4 by 24'long A,
<br /> I , ,: ',1�'�I', All,0,0 '01 01,00 � 1-1 11_7��7,��
<br /> � I " _��, ,_ I ,�,,� -1,;��'' '"',�"".""�,,,��,�, ,,�,',�- ,, . �
<br /> --'-:-'1 --11, ,L_ �� _,_,�, , ,��, _�,_�_ ,,�� ,�', __,_ I
<br /> I � , ,�'.b'_.(61,11 -11 11 -_ 1.__1_____
<br /> � * Maintain proper distance between anchorpoints on each I � � , , ,- ,;,�,,_, , � t man,two deadmen sections ofequal length maybe buqed I :
<br /> , t�eotldh,�N,A,I�11 -4"-
<br /> ''
<br /> I . 14'stiap'-s"',,between,rl, 9:� 1i � � + 'Fripie clanip wire rope(see qyurel'3','�.
<br /> I ,
<br /> : bd inot:,64 "I", 11 - , ,'I,��,�_�-,,,,,r ", _ ", ''
<br /> side of the tank : 11 I ' ' I ", I �,, , - _r-` , 11, end to en;d. � I
<br /> I alret6t6e:t4hk'i)�br 11:60k,dama'ge;mayoccull �:. . .: ,,, P nd Vew Sj(lle VeN I !
<br /> ! 1: �� ,_ .-.�.,---"�,�ll,�...".--.",-"�----"-�-,�,.-,--""�,�--,-.�-".--�,�.,�--,�--,-.,���,-,-�- ;
<br /> 9 Tank diameter plus one deadrnan width for I I C DO NTI NUED ON PAO,E�2 I
<br /> I ! 12 �
<br /> : concrete deadmen, I 11 !
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<br /> � Ill K= I , Pic _R P�,R,r 0,U `t",�_j� �
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<br /> �, I ,, 11 I , ��, g_�,��,�,,, PIFO�,01G AN,10 SUINW CLEr-W-AW11" '8'-' � __ I
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<br /> I Will 0.1M PRO(,Ir 031LIRE. * Place the first 12"lift evenly around tank(see figure 18). ,, ,�, �, -77777 -T-7---77-77- --"7----7- ,
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<br /> � D" ,"' t'' " ,a er or gr6d4' li,I t" z � ,, ;_�, ,", -1 ��_��;, ,�,,�� �
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<br /> I �0 ... I'll, 111.1 "'� �,,�,, �,',:' ;�_ , ;�,::: ":�'"'_ _ �:, ,�;��'� Tanks with Bottom Sumps ,',��,_ I , �i" �I""�� , �Al�'At �,1 ill-�=,;,I: ', �: "%"''i", ,�' ,;,,�'
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<br /> I * Use a long handled probe to push backfill completely: Ill 44mil�bickfol -np ex I , �::�',��;'_��-,,,�- , '' �,, ,, , ,,- I �
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<br /> Before You Begin'. * Set tank on minimum 12" approved backfill bed. I "�, I I I I., , . "" -r,tAni I When installing a tank equipped with a bottom sur , , - nk Wth` - �, ,�, I
<br /> : � , h ,16p,�,bj , - Aina ' ' ' ' U "', �,�,-,,:, �, I 1- 1 , 11 i
<br /> i � Do hot fill Olt d"dt ot Water for,1f;0Id!iib
<br /> ll� evo'6*16h! k' k d , , ,�' 6- ` ��'1�'_`� ": ... I 1� , -11 plrq lul I I �,�,', ,, ',,�,:,��, 11
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<br /> � I j Beneath tank bottom. I I I, cavating and bedding must be modiffed to provide: I I , ", jL ' ""' " - "I��I '�' �3`t' ' , arl, RECORD
<br /> I ,:��'I,- , " f I "', � "�bAckfilliffig s�60h,wtltiLIOP�Qf, Ok-�0�4''6...nk d,0d4gis,,,,,6' APPROVAL I
<br /> 11,�77-"" -�,,_,,�,,,�""",""�,��""� -_ e- , ",� - ,� 1, , , , ,� �
<br /> : it is important you review all instructions to make sure * Straight or shored walled holes in tight areas require a LLL���__ " �- �,,,-, ," ,-, ,, ,,,, , _ �, :''�`,� �, �,�__�, ,_��, ��, ;� ' ' I
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<br /> �_ �� U0 ,,��,,�, ,:,�:;,�",,�.:�,�":,� "��, ,,,-,�,;,, , , �, : ,- ,� �_ - ,�', MILESTONE DATE APPROVAU !
<br /> I that the proper procedures and materials have been i 1 'OOC ,,�, �,,�, _,�, , - ''I"', ,"
<br /> ! �j Between the 5 o'clock and 7 o'clock position the curvid probe to properly backfill under and around the * A hole centered at the sump locaticn. � I I,, ",� ,6 :��,�: �� WWWWAMININA"M
<br /> I INSYALLATION PROCEDUR E -'VNET'�',,1%1,i � , ,__ , , '',',�,,��, _Ic�,,�, ", � :� , , " , � " ,
<br /> � �4 .�,,�, �,� -� ,�, _� ", _�, ,� ,
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<br /> i + Hole should be 1 2"deep x 24" diameter. ,111 1 '1�1 '_ i �stallatldh,Prac'sd'Uiie',�' II 4 �, ,�!� 'I' �`_ ,
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<br /> complied with, This includes: I entire length of the tank and aroundthe end caps. tanks, , ,�, " ,� I ,�`,� It ISSUED FOR CAJ,P.
<br /> I I 'sk-0-optloiW h ,� ,�, 6 a,"too I on.-
<br /> 0 Bed and Backfill Before you begin: ""�� ,,',�,�� ��_,,, ,�,��,,�,,,", , ,_���7�,,��,�]� �: �
<br /> : ��',',',',,�,,!,����,� ��",�"'"',7;�l�,,�����,'�� "":', ,,"�": - I
<br /> ! * The curved probe is a 4' section of the lon�-han died ,����__._ -------.---,-..----.-.�,---..-.-...--_______.,.___,_.,__.___-_..11-_ I
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<br /> i 0 Pre-installation Testing U Between all ribs, aluminum probe bent on a radius to matc the tank After the tank is placed,the void surrounding the sump must be: - :
<br /> I * Determine if a filter fabric is necessary for your installa- ISSUED FOR PLAN CHECK 11/12/07 GARY ENG� RC4FJR
<br /> I M pth � ��71�k I IL %Irr%11,1111�111,11NG OR !
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<br /> I Hole Size/Burial De � 0 At 3 to 5 points under end caps, curvature. tion (see section A6 for details). * Hand backfilled and ; --,-,---,--�-...---,-..--.---.-,- I—--,---. I
<br /> 0 Anchoring �
<br /> I FIGURE '18 * Probe (with curved probe) the entire tank bottom and 1 * All tanks must be vented. :
<br /> ! - In general: * Hand tamped priorto adding backfi]around tank or use � ISSUED FOR GEN. BID I
<br /> .--7777777-7----7---�---7777-77�77 I 11 ��,,�, I "I _____I -_ ___ een the 5 and 7 o'clock position, i
<br /> 1, : '11-l", ,,, I �� Lung Handk� ,a around end caps betw - alongh I � I
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<br /> 'A W1 1,�,,i N STA L,,. I , NO CAUTIO Ied Prol:T
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<br /> � --ii I LX i,'I'ON',",�P-lAt4,�4�t�,�l('�,q'A' ,., I andled curved probe to fill hole. I * Tanks are designed for operation at atmospheric pres- .---.,.----,----,-----.----,.-.....-�-.--,--�-I...--..---�.-,.--.,..-��.-___
<br /> , ,�,,"'. "I __ _� " � �_111 I'�, + Water level should be maintained at lowest practical level
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<br /> 1, , -", , ��, ,��� " �_., ,,,,�,��,,,, ......�1'''�� �,,'�'��:�-��,�" _'�-� _' _' - r:�-_ �,-:, * Place first 1 2" lift evenly around tank. I sur , systems !
<br /> I 11,%_� i�,� 11 , ' ' '"' , , I I , / e only(except for use with vapor recovery
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<br /> P �, , � ��, � �� by using pumps (with orwithout awell-point system). ISSUED FOR CONSTRLJCT,
<br /> ! " , ,_ �,_�_ ,-,, ',�,�� 1, , . 11 External Piping I
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<br /> , � / m does n ot exceed I psi�)
<br /> �X,,',,_�;-,��'t ,,,_�-�, ,"�", � rovided th e pressu re or vacuu -,--
<br /> � 11 . 11 I - TY -_ ��, � I � p _____._.______
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<br /> I I I'll, ,Xvj, ,,,� "I "' , � , "�, I I probe) the entire tank bottom with I t ?
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<br /> I " 1, I � - � I 'I', . and around end caps at the 5 - 7 o'clock pos i
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<br /> 1;� 1�� "I �,I I j �1 U U" ,,�, I -1,11 ".., I
<br /> I I'� 1"I" ��,,iz"�?,�-�,t�4���,'�i�i,�,'i���,,�4��,,,,, �,,� �-, ,� ,- , � ,,, I ��N, I I * The vent opening sh ould be the same diameter or larger RECORD DRAWING
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<br /> I I I I I,,�:�,,- 0 , r I ,� , "'' �,�,�,_"A',�� # Probe (with curvec * The pump and attached piping must be free to move .......7
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<br /> I 11 , ti, H, ,� , ition. Bed the tank(see figure 23). __-__F__
<br /> I I 1:��,, %���, , ��-,, ,",11 ff� nd under
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<br /> � & . "I �-',' ,:'' ,; � , ',�, ' ,�,,,-�, �� ��', I ��'�J;'�jl, �,_�,,", "''�!,�,", ; ,; I I � e, I st 1" Push backfill evenly against tank walls a + Provide a minimum bed of 18"of approved backfill.
<br /> I 1, I ',� ,�' , �� ,;, , -,�:,��_��_ :" '� I _ 11 , , , 1� 11 \ than the piping used to remove product.
<br /> I , ,, � - � 8 i, 1, " Lift Of
<br /> 17� :a k" , ; I
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<br /> I Pd�not enter the�I ,n ):,9,);c04tl1;rr1:uiiike�'� PKllill ks, rY end cap (see figure 20), * Use a fill box orstreet box to isolate the piping from the 1 REVISIONS
<br /> I - I�, ,,, l-,"',� , , I'll - - " ��� � " 1�, �. �,' , ,�'�_�,, '' I 9,960111 :
<br /> - , "'' "�1,�,��I"�,,,," 0t�lf ` " , - 1�1"�-, F,IGGRE 20 Ballast FIGURE 22 traffic pad. R � APP,
<br /> Foliow,ps",_A, qiliildeli'ni,69�i ,anK,e�;Avatlo,,ns��,,�; / � + For double-wall tanks, if the annular space is vented, it REVISED I
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<br /> ,, �-" , ' ' , �_ " ',,,�,:',, :�� �_ 1��,,, "-� "" , ,� DATE
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<br /> : , " ,, ,� ,� " _]"�'',_ '' ,":, _ , ---I must be vented independently torn the primary tank. �
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<br /> < : � ,-�-,�__�' I - ,�', � 4C 5 .,;;
<br /> -1 I�',�,��,,�, I * 'Take precaution during construction to make sure no �
<br /> axicayatla''n, ,,w�'a'1-1$':',P,a'fk,�P,;!,U$Gl�lOtYO.t,�00iiht" � ll-ong, llaadled Probe )�f I 11 - , i �
<br /> 6i _', , '�,�:,, " _,�, , , , ,,, - � , �,_"_ , ,:,, � - ,-,'� I .. - _____-T * If water cannot be I, ,
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<br /> COIIAP41rio� " , , '�, 7 *�W�" .�� 0 -ed, you will 1 I piping and fittings. i �
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<br /> ''I I 1�_ - lowet �,'�I
<br /> I U , ''�', ",`�,,,,�,"� "', X I 0 .0 wm -4 I damage occurs to the exposed ,> rc,,i-liycif,�)sta.tica�lyrri�)nil:or�-�c�(lo�,.�t�,le-,,,A �Itanks,ih,e�-DT- _.,__..___.__.____________ ______.....__
<br /> _,'', I " I— . . 0 r, VI, 1.1_1 �
<br /> I � 1 , _� 'I, :�,I I I " , _,:_��,����� , ,,, _ �' Z� � ,� , - need to ballast(fill 1 �
<br /> �:::,,,,, �,,;, ��,,,��;� ,�: - 11 _�� %� . 4' . ` It , 1 i
<br /> I � I "111� '�'1-1'1'�,_`�,,�,,, ,�,- , I �1� �,�):, - I ,O�' . 0 i "ntec,` �,�,' ,di thne�s�
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<br /> 0 , ,� 1 C,4. g.
<br /> ; I ' ll I -,- __�_, . 1, FIGU RE 23 1
<br /> 1 , - 11 - :�:.* .
<br /> .to. __ -
<br /> � It tank)tanks to sink "',I ��'I _ .---__._,----
<br /> I - ,� ,, ,�:,�� � � �X W I Fz ��,,��� 111�, -_,_________ nul"ar Space na"u'st be V�e .-I-..---- ----....---,.,--------,-------,----- ,_ -_
<br /> . P ,/ I -, , J, ......--_____1__._________-_.__._._. �
<br /> �4_ ---.---.--.-..- " - 11"- I, - ing I --l- ---.,. I
<br /> � - Do -- , I � their. �,�',�,I, ,,, �,, F"OvIrl,81 Pip �
<br /> : 0 � I I t I ,,, .111-1111-1-1,11-1,11-1-1,-111-11 ''"'I" _1-11-1-_1-,.----, : :
<br /> , 'N 11 V �� _ , , I � ________ �
<br /> 0- i as possible to tank top to mini- I I'll 1- I , I 1_� , ',,�"o I �j L''"''' """' , __--...---_._______,.__________
<br /> + Backfill the tank as soot 1�,,, � " �V':"% 1______1__1-____ I I _-___-_11-______
<br /> i 0 ", I - I , _'' " � , � ' ' , ,"� I �, I , ,,I �, � � , , �-,7,TW I PRESSURIZED PRODUCT DELIVERIES i
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<br /> I I - _._______._-____ !
<br /> : ' . , � -!�)W,J, %(191", -77- ---,',,,� � �� -� j : '', " ( i
<br /> I I + Place another 12" of backfill to insure proper support. \ * Place tanks in the "I I ,",r," ,1,y,",I'' III', , , � � � , "�,,, ': , , � ��sl"'i"Itc,"i"', - __11_-_-1__-_,.__,._____-1_.___--____.....
<br /> / 1,�,�,:X`� "I )"I�',/ ,�� , I
<br /> I� _" , ,�,. � I'��1:�-, , ; , : `_�'1, ,
<br /> mize chance of tank buoyancy. I I ", i , , � , , r�-fj,,t�ic , ,_v//, ,, �,I,,I�� ':�I 1,���",(%_�,1 A h,0,0,,11��ri,of 19 0i I�Q I-�, , " , ' ' - ,
<br /> il- � � 4' Curved h ole, maintaining l---�11 I _ _1"',""I" 1, 1 , "I . , . I I , ,'o,�ho� '' , '"' - e , I',I �� 11, � '-
<br /> I I I ,- "":��" - 1 I �, �� ,��% - ,----.-,-..____. i
<br /> - - � � "� , :: ,,:, , I 1 � , �.,j 4 1 , , I , , ��,,�:,� ,�, , , , � ______._,_____..........----....---�-�----�..-�-,----.'.
<br /> I E van I + Repeat the probing of backfill to insure proper sup- \ ng i',�,',,,'�����'�,i�',-:-���-'�,_, _ _ ., _ _, 1� �"r Y, '1`1 . ' ' , , � , , I I ,� �
<br /> 1�� 11 _11,1-11 _ t , , r- "k I , '' 11 I ''���"� ""` ,��',,��,�,,'�, �', ,,
<br /> + Ballast tank with water or product after backfill is e Probe , N control with lifti �,�%`.I'.:� :_�:�:,�:',', 111-11-111" � I � ,,'e//� , I �: ��,
<br /> , 1--11- I.,''I -fl'll"'Ll f�� `X I "A"� ,, " " ,�� ,�� "Ij�l,, ,� �%% -,'��-,�, , , -", " , '', - I �I - -1 "', I :
<br /> i �I , ` 11 I , , I " I I I , , ,,,�,.,, ", �,, I ��,�/,� 1,,�, , , , "� _,�, , � �,, """,��;�, , ,� "" � , "" I I", ,�� ,,� � 1
<br /> i cables attached .- I'll ,� -"I" L ,1,��,�,�,y- ,,,, I 0,�, - -1- I'll I I
<br /> port (see figure 19). � Section �`�' �'"I",,"-, ' "I- I I � � ,it, �I .. �
<br /> : !� ,�, I ��_' ,,,:�I"I 1�III" -1.,",X, , �,, ",W , "I ":- �" �" ,� , "' � �Ptossuritod.pro dU Ct,dGll IY9"qs��?Lrqrllq,'11`0001mmorl'oed .__ ,-.--.-----.----.,.�"-,.--.--.-----.-.- ___..........
<br /> with tank top, ,/.� �: ,,,,::�: �',�," -" , 4K',,';el ''I", 11 "I I I � ��', I,-
<br /> I r- I A all lift lugs provided i`,'�',�'�,""N -',,5'.,�"_',,:, 11-1--11.-L-11-1 I'll 11 11"', I " �'I I � I I , 1 , I NN,I�`,,,, i !
<br /> i ,,,�`,,,,,� , \N�,, " , ",,,,, I . _ -1 11, -
<br /> I -1 -I---I 11�,1'�,,, I ,,, , I I , k� Y '. I I I _11--I.I.-_-__________.____. .
<br /> --- V, 1�1",11 I V71" " -�":,:': -� �-_�-,� ,�,;;.'_� "", , "" 11 1�
<br /> I I ___00 NOT----' I FIGU RE 113 1.0 �- ,�* �%,§, / l��,", ,, , N� 4 0 - __4
<br /> 0 1121, oF,D__ Ak,��, . -g -,-, ., � 11.1--, - M
<br /> .� " �, , 1 I - - , !!������� I , � - � �
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<br /> _. I - on tank. -;�'.k ,�',�_;"'w,,, "'�;��,,. ,"i ,0 // I , � / \,I " , , �,,,,,
<br /> ___-_.-11 0 t.,��"� I t"�'�'_,"",,� ;'�,%,��,,_, , ,,,`,sf,�,-Z,-,;,�;,� � 11 i,",,_,, , " V", .3 , ,, I I I
<br /> i IN _-'__,7___--____,-___ concfele - ,.� , I <�r IV,
<br /> I 1� 0" �.,, ,-6111 1 11
<br /> * Place water or product in tank until backfill is even with 1 ,�I I'll \ :11�li ,,I , , * If th e delivery vehicle uses pumps to fill the tank: �
<br /> � .1 ���� �,,,,,, ,,,," I -
<br /> I I [ 1 ,$�1 a n ed t"a F f o�b o _'_1 . � . . A� * Add enough t -'�"`,�"�,�"�' -_ �� 7,� ,- , , ,-��,� , I
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<br /> -------I " , -1;",�� � � ,1Y, _ � k\,, !
<br /> -ont, 'e I I lallast �'�"� "'511", 1 11 � , � - --
<br /> I 11E I�1 b---- ,"I" , , , : Ll Install overfill, shut-off equipment in the lines and on ;
<br /> I- , , I I ,',� � �,"I - ,,�,,�'1'111_�',1, \X,N'1:,6, '. , " , 1\�Y,�' I
<br /> ,_ to sink t I I'll IIZII"ZIIM"�, �_�11'1_ � ' '�,"�.�1-I� \��'N'Y
<br /> : 1, I ��,,,,-,- �,�'�� I '�,, . � '
<br /> ,� ��,'�'J' " (N%. N, i
<br /> / soc..ofo 12' Litt " I � I 1, , 1,1�1'-_', , -,"ll : � i SHOP DRAWINGS PREPARED BY:
<br /> tank top! - ,�____ �, )
<br /> ,
<br /> I "", ,(if 880011 , (oP T i C NAL, he tank L'��"�'�"�', �� '�,\,� ,, I " thetruckto prevent the tank from being ov erfilled. :
<br /> I (see figure 22). ,\
<br /> � _j X �' I ",:s;",��, ", " ..� , , � I
<br /> i < I X /� � I * Place the second 1 2" lift evenly aroun d tank. tank should not be more than 1' �, � ,
<br /> (�,,V,,r,$"�,'/,X�,,,L,ATI('�,t\�l, PR,Ok,��,'�,E!UURL,'i', ,-!,)R,Y H()Lf' ,�', 1:1 Water level inside ���,-.����,.�--,-�-�----�-------, :_, � , 4 i
<br /> � �
<br /> I �, 11� ,,"': I j"I; I U Overf illing the tank under pressure will damage - I
<br /> r_ 1�,N /' Firct ` ",,, ( .�,,, �
<br /> : 11,� 0 ht probe) the entire tank bottom above water level outside tan k� Internal Piping
<br /> I , ��,,
<br /> 1 5 ��'Ivffl T H 0 S 14,A 8�_0.1,1 E[') �,'-',X C WfATI 0 N WAL L S) I 11. �, / �,,, � � * Probe (with straig I the tank,even if the tank vent is unrestricted. GARY ENGINEERING, INC. I
<br /> � � I�, �\ f- LM 01' � - 5 o'clock position I i
<br /> I ;, I � I �";"�, and around endcaps at the 3 ! :
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<br /> 0 ��> ": �� � 1,Z * While adding ballast,use lifting cable to keep tank in posi- + Internal piping must terminate a rrinirrium of: 4901 Morena Boulevord - Suite 304
<br /> 11 '.� t ,i�� U Do not use a ball float valve foi-overfill protection. �
<br /> I (n Bed l � ; ..�r I ,�,_'�,`� (see figure 21), G Fm
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<br /> : "I , " N ri,,, N tion. U 4"frorn the tank bottom (4%6',V, 1 O'diameter tanks), I Son Diego, California 92117
<br /> : , '�, " "", 1. I I--,'�, , ,,,�,,,`V FIGURE 21 1 Telephone (858) 483.-0620 Fox (858) 483-2943 !
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<br /> � 1- 1-1-1 � ___j
<br /> i � , 5, Long 1,jailciled Probe, I �
<br /> � - �� �� � * "Tanks should be free to roll slightly. U 6"from tank bottom (12' diarnetertanks). E-Moll GARYENGCA*A0L,C0M
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<br /> I �. * Provide a minimum of 12"bedding under entire length of V ,�,Z, I'll,11 1"." . � 16IMP�'1111"U1.6kY ANV311 ��lli�'ll,li��-��,'�,�'ll.il"�'�I v '�-� �
<br /> : , 'S" / ' Backfilling (see figure 24) "I lil-111im.. iiiiii I ,, - -, , �1, "Ill 11
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<br /> tan k u sin g ap prove d backfi 11 m aterial (see S ection I ;%X,,"'� I - " _ "I, S-4� 7 1 " 11 I , �_" i
<br /> � �01?"�,�,P�,?.��, . �i I-If F3,9r.,kfill , �,,� e."" , ,� - I''�,,,�, F -712�,�� "',,, �,,;�'.'r,7,,,7,.,'11 I :,
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<br /> � ;,:: fitting if the manual dipstick method is used to inventory ,:,� , �,Z�,u "> , , , !
<br /> I 0 � I ; * Place first 12" lift evenly around tank * A fill tube insert must be installed at the tank gauging ,� , , ,� I ,- " ,�
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<br /> I LIJ + Set tanks directly on backfill bed. I I � ,�., - , IZ�3 - �,,' '': 'Le�, , i
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<br /> ,,, . "I � I � ,�',I M,�2--- -1-1-1_11 " 11: , I " ,
<br /> 0�: "', ,NP, � f ,l * Push backfill undertank using tanks to ensure the dipstick point of impact is aligned 1��', �11"� " '1��11 , r�,�v�, , I �� I
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<br /> � a. ______--- MC101ce 1,��, � , I ifult I i % � ?"K "'�, ', _ ___ �,,,, ""',__�_ 11_�, ��, �_,- �, ESTERN PUMP, INC.
<br /> DO NOT -,-"-- uppatt � � Url Q I I i I 1_1 I- �',, � �`_��_ , , , I
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<br /> ,I, � U Long handled probe and/or, � �� 1�� , , , , , , ,�, " 11 1,I I �11 ,"', "',......� �, ': ''r,'",_ i
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<br /> I Dl6.N6't'6'ii�6r�t�nk,,Un'i''0�'t:s'foil,6*�Ino 0,, 144'OpIdelill"es,
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<br /> ! 1-1 S ull,dt"r "Z, I\ I t/ I, � ,�,,'�§:�, � with the tank bottorn protector plate, � , , PETROLEUM EQUIPMENT SPECIALISTS
<br /> i + Place tanks directly on concrete pad,timbers, cradle e,r lat* a rid ond caj.)S 8;10011 � I IV'�,,, i !
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<br /> _ , , �,-,j .�. OF PPRTPIRCI,�� I
<br /> , , 06 11;1111�1 FIGURE 24 ; �,�,,,, ,��� ......*�
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<br /> < , ,��e 1-1 An airjet,* :�'�
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<br /> or beams. � + After completion of second lift,backfill can be brought to . , "I AP"A", 150/ '\', �-.-.�---�".----�-1-�...";,�,-----,-�-', I , _ �,�, �, , �, -,� ': �, " 11 I
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<br /> � , ,��', I I , � , ��_ LODI MEMORIAL HOSPITAL
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<br /> (n I �_,�, , 0_\ ,, * Place second 1 2"lift evenly around tank. 6 1 IRS x r
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<br /> -, , %, 110101 "','A ��,�_'�,�,Y "� ,I , ': " I ,I , I
<br /> 0 Backfilling (All tank models) - Proper backfilling is im- � top of tank without additional handwork(compaction may �,IX I i, f�` , "',1V:-. � ",, "�,
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<br /> , - III`- �� _ , 1-1 I _� 11
<br /> be requ i re d for slab su pport), 'n"�Y,' q' V Pr��f �o �1. ,6 PLI sh backfill under tank, I 1, � I I , I� , � _�� 11 I I
<br /> ary support for the tank, I - - , �,,��� � " , � �, , - - 1 - 1 1, �1, �1'�,;, � ,-,; ��, , , ��ie 11 %�,- �:
<br /> portant to provide necess 41-"' I I . " � "' , " "'' "'' 771I!1�7 ��� ��, �1_ � UST INSTALLATION i
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<br /> Le NOTE: To minimize the chance of tank buoyancy, 4!/111K��1��, � I ,T,X/� , I� "-I� I
<br /> 'o-��,xgN� �V�,','.'el'/. second lift, backfill can be brought , ,�,,,,�, I � o " , r -
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<br /> _<�,''-, I * Aftercompleting the "'1, , , , ,,,b, tll� 1: �� INSTRUCTIONS
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<br /> i 0 backfill the tank as soon as possible to tank top and to tank top Wthout using the probe orairjet. I I ,� ' : � : , �� � -
<br /> I � it 1�,, �.,f,itical to 1,,,,)Ii k pe rtorn,iance � N, " "' , , ,� 'T q.'I 1, ,I .1 �� i , ;� : 1
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<br /> - + Use approved backfill material without voids(see figure 17) � e- I '� ' 'L ;, � �," � �,�_�� : 1,
<br /> I '�,' '�, � , , i ia, I � I' � , I I 1 975 SOUTH FAIRMONT AVENUE I
<br /> Lu ,\, d" edia, , V I . I 11 � , ,
<br /> I tank ballast (fill tank) with water or product. I- Irea on r full suppoft * An air jet can be constructed by using a 314" steel pipe , , , 1, I 1�\",�/, :1, , , - ���,',,',,
<br /> that thl:, , %" I � I � , -� '� I ,1� ,�
<br /> : F�GURE 17 e,�'' ,�, , , �, �ell�- 11 !� , � i
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<br /> I � ,1 I� connected to a 65 cfm c0n?Press0r� We recommend you " ,i�KXA I, ,, �� , �, _', - I I LODI, CALIFORNIA 95240
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<br /> � . �.� _, _. 1,1�, �, ��,' '��"" ' ':,;"� ,,',,�,�',,�� I I , I � �,�� � - I'll'', � ��` �,-� � 1 -77 �7:�,"� `,,��:�, __�",' "' , , i,',w_�,k _�,��'; I i
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<br /> : / // 77777777- ,, , -I I � 7 , I � * After completion of second lift, backfill can be jt7stan a valve on the alriat, which allows the operator to I � , , _ 11 -1 . _ ,
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<br /> I "'' , ,�, I 9:� Okkll 13"" �:,�,"�,:�� , � '��,:" ,��', brought to top of ta� safely control the flow , , 1XI t I�,�,�,��,, �� " SCALE
<br /> Wrong �'.t"il i':"'�, "',:�I `�� �_ :�,� � , _",�,,,AA��,�:�;� , �-,�-�_,� - � , X\� 1
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<br /> � �-_ Right � .- -_1111 t"" � �-, , ,, ." , , , , �,�j,�,'' wo rk, ,�,,A , ,� ''I ffim NOTED
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<br /> �; � , II , ate man-out-of-hole instal- . �
<br /> / �. Additional Information on altem \N 411,�,r'. , �,,"',�,r"N,
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<br /> �> I . NOTE: To minimize the chance of tank buoyaric
<br /> I & 1; I S�e lation techniques is available. Call Containment Solutions JMV 1 GR-04 I
<br /> �,,%�', .,. -
<br /> CL -- 5��_ � .�'P.,., , , backfill the tank as soon as possible to tank top and and ask for Pub, No, INST 6004,Alternate Backfill Proce- .. -
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