HomeMy WebLinkAbout0817.87.8PART 1 F'�E
- - -- DATE
4 Burial De th and Cover - D Hole T'�'"� Loidi This method will not work in Anchorin T���
Fibergias* � p ry �� �0°4'°�0°° �a1oninodi1ij R�o^� Wy tight areas in straight-walted � 9 10) For Additional Information On . DRAWN
• • Burial holes must be deep Tanks subjectetl lo traflic lo�ds holes. The an le necessar to Tanks mu�t b� anchorW wh�n hlyh wat�t tabl�s �abl, 24' w Jaw a eye-lype turnbuckles
slop� d�tMminW Dy g y Other Installation Details
. U nde rou nd �� ������Y enough ro albw a minimum of must �avo cover tleplh of �2• probe the backfill under the lank �� ���� wat�r could Ilow Into hoN, w oth�r wiNr may be used in place ol all or a
''" CHECKED
� " coeditlons eould �zbt le � dry hoh. WmDuckq portbn ol tAe wire rope For additional intormation on
12' required backlill bed over backlill, us 6' of a
� pl sphalt, or can not be made with the lonq- described in this section, other installation delails see
the hole bottom or concrete a2' Dkt 36' minimum backlill, plua 6' of handled probe. Straight-walled All 12' Dl�md�r Tmks
Storage Tanks +°� ��D�e pwens�ornin F��� �ag
yp sWb. �PM�� rabar reinlorcetl conu�ls. holes in tigh� areas wi11 require R�qulr� Anchorin9. ���m� All Anchorloq M�thods 9 9
wcktlll entenng the hole to probe the publication 3•PE•9632 Othsr
No Trafflc Lwds �, �� NOTE: A�L �2' DIAMETER TANKS Stnppinp wIn rop� Mlnlmum per anchor location ueslions re ardin ��.�eue��«, ., REV L14
Installation Jnstructions For ,s' backflll (550�40,000 y�llOn moMl�) backfill under Ihe �anks. , Q 9 9
+E• �Hnt. MUST BE ANCMORED > 4 unk 6' a procedures sfiould be directsd
+ Use Fiberqlas holdCown straps �.;:":
550•48 000 GallOn MOd81S •,.��raoaa ra�s �o� s�,bieciea io u��rc ���•�• ai.m.a. au e� io- iz� �o a,� iocai F�ee� ias �aroc
� Mlph Wd�r (21' w moo) �•� on top ot all desiqnated ribs y 9
concrea Ioadg need i minimum�over Of Wrnbuckl� (► �). Anchor point3 should be pb W�'� � sabS rapressMetiva. II you ere
Revised May, 1981. Supersedes all previous editions. Four-loot tnraph tso-foot � �ncanmaa�o e x t9 Wow sw�q
� 24' beckfill; or 12' backfill plus speced equal to tank diamelar , unable lo cOntacl y0ur IOCaI
Oiamslsr tanka auD�eclsC to hfqh �y� D4m�ter yB' trY tl2' 1YY
•Rp. TM-O�wn6Corninq Fip�rqlaa Cap. 4' reintorced concrets to meet � , tdpl� lus t' on each side of lank, reprosentalivs, call:
water arW no trattic reqwre 3fi• � Turnbuckb Diameter F!W 1�� T�nk
; .. _... _ .
NfPA 30 requirements. Ic�ampsd r ardleas ol lank dlameter. ro
FlMrplas underpround lank� must b� Ins/alNd accordl�q to Fib�rplas und�rpround tank� nquln tM b�ekflll m�brlN ol backliu pius ancnon�q. I e9
th�s� Instructlons �nd NFPA 30 and 31. Local codss ma a I to vid� as much as 90% of tM tank su Th� installl wron wsy wtrs rop� Anchor points at bottom ot hole . �aw rype 3I1' 1-1I1' t•1l4' 1•1/�' (II�bII�iIOfl M�fl�Q�f
y pp y pro ppert• n9 Tanks subJectetl to hph wai�r � must be ali ned with desi nated E T Tobdo, Ohb
�nd should M eonsulbd. FNlun lo fotlow thsse Installatlon eontraclor musl b� Hlw h� hes tM eomct b�d and D�ckflll tY m�mmum P� �^����0^� �'?i!� 9 9 y� ypa in' 3�a• 3�4' �e'
pos I�-�- and tralfic require 30' d baekfill *�- (► �) ribs t 1'. (119) 2167371
Instructlons wlll rold th� wartanty �nd may nwlt In lsnk failun. and lollows tMp Instruepons �xactly. Paviny must extend 4�a$� �2" plus 6' ol re�bar reinlwced �p � Notr. One� b�ckllll b to tM
<' bad Do not use straps or cables top of 1M lank dways 1111 For informa�ion on Iank repairs,
Prop�r In�tallatbn of Fibaqlu und�rqround tanks Is roquind �� ���� �� r ;; beyond tank outline in all concrete an0 ancnorirq. „x., .
y y qu�stions eall your local Ffb�rqlas tank F directions. between riba. All stra s must be sln tank wNh wtl�r o� call:
to pnwnf tank d�mp� and to Inwro lonp-t�rm corrodornn�IstaM n nssntaQvs. TM lank warnnt Is rold it otMr than a ovM t 7� P PM4
p y pp� For additiaul inlamatbn on tightened with turnbuckles or product, unl�ss th� Installa• F(b�rplas Tank
q� come-alon s to rve ' snu tit tion Is com I�t�, Ineludi th� P� s�
s�rvk�. Il is Imp�ratlr� to read, und�rsta�d and lollow ths y� and back1i11 malerials ars used wNhout wrlft�n a rwel �� pt p�riM Cspths in h watsr con- � � FINd S�nlc�s Su rvi
Instrueflons b�low. � Maxlmum Burlal D� h(all
` ;
irom Ow�ns•CwNny Flb�ryles, or It slt�mat� mabdals do not ;� ' ` � tank�) dtbM. sN Ow�ns�orNnq ol strap t 9ank 9bs. 9 fnlfk surf e�. � ToIWo. Ohlo
achl�v� 90X rsl�tlw d�nsity. � To comply with Ul require- fiber�ls publication 3PE•9832. Concnt� Psd Fib�rpla� tanks ean also bs (419) 248�a1�7
1) Bed and Backfill 2) Testing ' menls, dept� of covsr tor tanks
in both iraflic and no traffic con- This pad design is strictly foi anehond ufsly by usiny
e' min. budal d�pth and a suAac� �
ditions muSt not exceed 7' rner NB re-bar � lnicknesa buoyancy. Poor soil conditions slab to ollsst ths buo enc 11 Warrant
5) Installation Procedure - Dry Hole y y ) Y
� Gravel Bei: re installing tanks, tighten tank top. t2' o.c. may require increased reintorce• lacton. For attsrnat�
fitting:. Pressure test 4' through � Backfilll ment and slab size. We warrant that our under-
4 A clean naturally rounded rW anchorinq methods nf�r to ground tanks, if installed
10' tan, s to 5 psi. 12' tanks to Provide a minimum ot 12' Nvel 25,000�48,000 allon modsls) . Anchor hold�own device in con- Owsns-Comin Fibar las
aggregate with a mix ol particle ( 4 9 � under round with r r backfill �
1 3 psi. Sc3p lhe entire tank and Tnftic Lwds a rwed Dack1i11 DsG (sse WUI Not 9 p°�
pea pravei sizes not less than �l8' or more � TweWe feef diameter tanks cabie crete and attach them to ends publiution 3-PE-9632. and otherwise installed in
fittinqs. lest lony enough to work
3 than 3!4' is required. This (550�20,000 pa�lo� mod�ls) gectipn 1) over hole bottom or (25,000 - 48,000 allon models , clamps of straps with wire cable (see accwdance with our instructions:
insure there are noleaks as concrete sWb. Set tanks on bed. 9 � table at end ol this section and
4 material is commonly called pea Tanks subjected to traffic IoeCS require mechanical compaction �
indicater b soap bubbles or a
Y 1. Will m t our li
I m with tl t hr ee ub shed
c a a eas t ee
P
t revel. �- - ; ��. . ��.....�? .... h f 0'
P
r � 0 3 �
,:..
.: :.:.::::::::....:.:>:.; ,.�•: •� ,
9 must have a cove dep p0 NOT PLACE TANKS of s cified backfill in 1• ����s. ��:�::��a�°:';:�;:` �.� :::;�s �:>;;. Fi11m 1�
- d�o �� .�ess��.. o� �� � z 8) g Ta ks
i i n n ll
P I r h af cat o s a d wi fr
c am s. Be su e t ere is a 12' s be ee
2 backlill; plus 6' of asphalt; or DIRECTLY ON CANCRETE Voids under tank must be
P ( Pe
Ston� or (i�avsl Crushinps appra--.:h endcaps or manways .o�.�'.' bed between concrete ad and from material defeds in
� while tanks are under ressure. ' �� �k� 78' minimum backfill, plus 6' ol SLAB, TIMBERS, BEAMS OR eliminated as above, backfill •� .concrete pad. ;.' x�. 1• p Do not till until backlill is lo
4 Washed stone or ravel p +8 tanks.) t ol lank. Never add roducf P. _�
9 concrete reinlorced with steel CRADLES. must be com acted to 95 % op p materials and workmanshi
Usa an air gauge with one upnau p O year
crushings with angular particle re-bars. relative densit tor ro er tank Tumbucktes should be used on or waUr for hold-down (n dry for a period of one 1
in r ments so that y p p
und c e 1 I
Bae
kfi I
!� II in t ri �n 1
1 • bk
f. rW
fo ow date o o i a
r 8
hntl' rmoe hl 9 9
i e n t less t a 8 0 o e condltion unHl b ckfill-
sz o s a
n i f h n
rt. o e de o t e ta k to " n
su 5 su"
I
P
Pa 9
r • nC ed
in r u e can be I ha
h n es ess Is
c a lon mod�
• r nl. 20 000
* 8 N aq SSa
P 1
9 li r
( . 9u de ve b us'
h n ' r re uired. I I m I
Y Y .
t a t/2 a e s co elad.
::y:::?::5i:!;;;th. ��:(i,:�""�`..tt;:cct.:%„+�i�'t�.�`..';%+.�..t
Q easily observed. , concrsta D� ` Note: TANKS INSTALLED WITH the straps down. Tighten ctamps �9 P �
Use same materia�s as be00in Uo not
� Note: All backfill materials must 9' BACKFILL TO TOP OF TANK, �as� HII tanka (Exception-See installation 2. Will not fail foi a period of `
� �:.
:. :. : .: :.. ...
meet ASTM G33 paragra h 9.1 Place first 12' lift even aro�nd ,`
q P ry BUT WITHOUT BACKFILL TO Dsadman (55420,000 gallon untll backtlll Procedure•Wet Hole) thirry (30) years irom date ol
for ualit and soundness. No tanks. From the baNc or adjacent deadman aim. Is ro top original purchase due to
q Y 3� �"���e S�ZB Flnt Wnk top, badclill muat bs rtqvea GRADE SHOULD BE COM- models) of tank
1 backfill should have particles m��' i2�"i2 external corrosion; and •
No Traffic Loads 12• Illt of completely beneath lank Dottom, PLETELY FILLED WITH WATER tenpth ol tank The weight of overburden on top
3 passing a M8 sieve. Stabls walls OF PRODUCT AS BALLAST. DO on eacn alde ot the deadman and tank ro- 3. Wiil not (ail for a eriod o1
(25,000-4l,000 pa��on modNs) �k���� between riDS and under enOCaps p p O
atone q In ireezing conditions backfill In stable soil conditions for 4' to prwide necessary suppon. A NOT PLACE WATER OR PRO- vides the hold�own lorce. �ay : thirty (30) yeus Irom date of
crushinqs � must be dry and free of ice. -\ ,' \,-" Tanks nol subject to irallic OUCT IN TANK UNTIL deadman along each side and i i,, �i �I�! � originai purchase due Io
through 10' tanks, the hole must loads neeG a minimum cover ol �o�g hand�ed Probe can De used « �s;
2 Note: You shouid require our �' � i � i ``� vobs &4CKFILL IS EVEN WITH TANK parallel to tank. Clamp wire with internal corrosion, prrnitled
Y i � be large enough to allow a 48' backfill; or 44" backfill lus to penetrate backtill and move it cabie
p TOP. at least three clamps around the tank is used solel for
� � backfill supplier to certity that i I i i i � minimum ol 18' (24' preferred) 4' reinforced concrete. `°'�jy �pb between all ribs anC at threa Gampa y
4 i deadman and through end ol gasoline, gasohol (90%
the backfill meets this specifica- i I� i� i between adjacent tanks and 18' �g• points urWer enOCaps. The
> St�ao 9) Venting gasoline and 10% ethanol
tion. � i; ;� � (24' preferred) between ihe tank µ, +�, backlill may be shoveletl 6) Installation Proeedure - Wet Hole " when using deadman anchors in mixtur bi jet fuel, diesel tuel
If our backlill does not meet � sides and ends and the banks of beneath the tank. Place anolner ped Tanks must be rented w(th an
Y � �� i i ' h h le. 1O^0'�1°d 12' hft of backfill even arp�nd multiple tank installation eacb or pota e water at ambient
i ii t e o h m
o enln ths sa e diam�ter or
the above requirements alter- � �� i i � D�� ANCHORING IS REOUIRED IF P 9
nate materials may be used �_,' I`�_ �\_,� TweNafoot diameter tanks tanks Repeat the probinq ot tank will require two deadmen, underground lemperatures; or
under the foliowing conditions. L4'•10' Ml�lmum 18' (25.000-48,000 gallon models), backtiu Irom the bank or THE OVERBURDEN DIRECTLY or if one deadman is used 1or lary�r than lhe op�niny ussd used lor luel oil at temper-
1. Only on 4' through 10' �2' Mimmum 2�• require 24' between tanks and ABOVE THE TANK WEIGHS to rsmov� product. atures not to exceed 150•F.
atljacent tank top. adjacent tanks it must be �
LESS THAN THE BUOYANCY doubled in width. Our liability under this warranty
hole sides, and require 24' �o� Alter canpletbn of second lilt, OF THE EMPTY TANK IN A WET
diameter tanks. 1Y• tift of shall be limitetl to, at our option,
between adjacent tanks. backfill can be Drouqhl to top ol HOLE CONDITION. Daadman (25,000-48,000 gallon (i) repair of the defeclive tank,
batkfill
2. Particle size shall be a mix ����b�� w���� (��� ��Z� »�k�) Janks or yrade without additronal Water level should be maintained aeaaman ienpm ol tank models) (iiJdelivery ol a replacement
and can not exceed 1l2' with . hantl work. (Compattbn may De N8 r�bare evenly apaced Deadmen are made from rein-
no parti¢les passing a Y200 In muck, bog, peat, swamp, or „aa� reQuired for slab support.) at lowest practical level by using
sieve. The material must be j \�� landfill type areas where the soii forced conciete. Width must be tank !o t e point o ongina
pumps or a well point system. al least 36', deDih 8' runnin delivery, or (iii) retund of the
free of organic materials, silt, All Diameiero is soft, a larger hole is required -- holtl-OOwn tlwlce 9
dirt, or clay. The material � I ro support tanks. In these types ��Z" � Ballast �csntered) 1 the full lenqth of the tank. Hold- original purohase price, an0 we
y down devices are incorporated shall not be liable for any labor,
must also meet the ASTM � � ot conditions the holes must be
If the water can not be lowered, ��p• ot�er installation costs, indireCt
specification for hardness � large enough to allow a you will need to ballast tanks. 78� with their egs anc or untler
� minimum of 1/2 the tank Place tanks in the hole, adding Spac ngafo� ihese holend�down othe�damage'sandconnection
referenced above. � i onl enou � ballasl to sink
� i diameter Irom ends and sides of Y 9 �- devices is determined by the with such tanks. THE FORE•
3. 7he material must be � � them. Ballast level in tanks must e' number ol anchor in GOINO CONSTITUTES OUR �
tanks to hole walls. po' Is shown
mechanicall com acted in � ' never exceed water level in hole
Y P . . � on tank drowings. O(CLUSIVE O6LIQATION
12' Iilts to achieve a 90 % K aia. m+n. Unstab�e soils are defined as during installation. While adding AND WE MAKE HO EXPRESS �
relative density to support - ior unauois.aiu ihose soils having less than �"" .� ballast, use only lifting cable to OR IMPLIED WARRANTIEE,
the tank. 750 Ibslsq tt cohesio� as keep tanks in position. Tanks OR AHY WARRANTY OF MER•
4. Verification ot the 90 % calculated from an unconfined should be Iree to roll s�ightly. CHANTABILITY OR FITNEfB W
compression test; or soils with B�cktillln FOR ANY PARTICUUR PUR• �
relative density must be Q
an ultimate bearing capaciry ot POSE WHATSOEVER,
furnished to �he owner in less than 3500 Ibs/sq ft. Distribute backlill evenly around EXCEPT AS STATED ABOVE.
� - a
wnUng. outfned or dry hole nsal�lat on.
O �
1 � �
W Q
, � � �
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13j Piping, Sump and Venting Long Form: Section 15177-1 wilh such tanks THE FdFiEGOINGj�ONSTITUTES OUA EXCLUSIVE D Fdl Tubes � �� � � �
1. OL CMApTY TO �• G!. R. I�l OII t CU. FT. P91 100 SO. FT. Of I1�00M1
OBLIGATION AND WE MAKE NO EXPRESS OR IMPUED WARRAN- t Tubes shau be fiber g�ass-remlorcea dasbc I i I
The pump and attached piD��9 GUIDE SPECIFICATION TIES. OR ANY WARRANTY OF MERCHANTABILITY OR FITNESS FOR 1 �, pE��� �p,KTqlCTq� ,p�r ��CATON W1Y VAqY �pry WA7p� ��
2. Tub@s shall bC tactory install¢a, 4' tliaTBter, an0 shdll
1 must be free to move with the OWENS•CORNING FIBERGLAS ANY PAFTICULAR PURPOSE WHATSOEVER, EXCEPT AS STATED � I� i11
inClude a 6" s�eel h�Iing wdh a double �appetl re0uter bu5h�ng JONT 70 � WATE11T1(�R, � � �'
tank. Use ti�t boz around li�l pipe REINFORCED POLYESTER A�E to a' diameter STANDARD TANK DATA o- � I � � a. s oEVa.ar� �e�on� a � � �
at grade where asphalt or con-
crete pad is used. Do not place UNDERGROUND STORAGE TANKS p� �� p���y 3 Location-reler to draw�ngs tor bcauon NOMINAL ACTUAL STANDARD NOMINAL � �`L/ �__ __ �r � y�� �a,� �T ��� � EXC�D{ �p�'� �
� u• ���w brick or other spacing material a. Tubes shail be stantlard items as manutactured antl �nstauecl � � �� �' � �
��� moash moaa�s 2.01 Fiberg/as Underpround Storage Tanks. CAPACITY CAPACITY NPT WEIGHT � �L _ NT�YTp1.
on top of tanks. � � g by Ihe lank manulaclure� 8 MODEL (galsJ FITTING (Ibs. f(� I �� ��K �T - Y yl ilNJ 1qp/ � �
Pert 1 Osnsrel A. loadi Conditions - Tank shall meet the follavi des n criteria 1 M�O�► t' ,�pyE ppp� ��
` B' min. P min Tmks Wllh Sum s E. Heau Cods�HOtweus POSITIONS � � �
P 1.01 Related Work SpeClffed In Other Sectlon� 1. Ex�ernal hydrostatic pressure. 8uried in ground with 3' ot � �` L___ 1� d' ���K �M6 �Y OT�B1� �
� \/ t. Heati Cdls - shall be standard dem a5 manufactured andlor G-8 4,000 Gallon
When installing a tank equipped A. Casl-in-Place Concrete: Section 03300 overburden over Ihe top ol the tank. The hole fully Ilootled antl ^9 10,000 G-6 19,728 4' 2 4, 809� 14� 1519 2,615 ��M �� a�� ����T�� F� T� �d1q1� J
with a sump, excavation and a safety lactor ol 2.1 against qeneral buckling. supWied by the tank manufacturer incivanq 22' marnvay -� �
B. Anchor Boltg; $ec(ion 05501 7' K�T / q�T KMp�,Kpn� 6' wOE x�• �
bedding must be modified to 2. Surface loads: When installetl according to manulacWrer's 2 Hotwells- shali be standard �iem as manufactureA arW suppded OD 8,000 G-6 7.829 0' 2 4, 6, 7, 10, 11 2,075 .
provide a 12' deep x 24' C. Plastic Pipe� Section 15064 instalWtion instructions tanks will withstarW surlace H•20 axle by the tank manufacturer. � 7' 71' 6,000 G-6 5,929 4" 2 3, 4, 5, 6, 7 1,505 . � � T� �r v�F � �
diameter hole centered at ihe D. Liquid level ��ggy: $ection /5174 Ioads. * * Typ :. 4,000 G-6 4,030 4" 1 2, 3, 4, 1,220 � I
3. Locatwn - refer to tlraw�ngs lor bcatan. ID
sump location. After ihe tank is 2,000 D-SA 2,050 4" 1 2. 3, 4, BOp ---J
p 9 E. Other Relatatl Work - such as Excavation and Boiler Equipment 3. Internal load: Tank shall wdhsWnd 3-5 psi air pressure test with F. Fitt� s Threa0e0 - NPT 7' g' ✓ O � 1 �
laced, the void surroundin the ^9 ' 7,000 D-5 971 4' t, 2, 3, 4 400 �
sump is to be hand backtilled 1.02 �ualit A�auranee 5 to 1 salety lactoc Tesl prar to installation si�ce this desgn � �
Y t All thieaded tittings o� U L-iaDeleC tanks shall be ol a 550 D-5 548 4" 1, 203. 4 280 f{S � �
condition is to test for leakage. � � f,��•� �-��q�1 Q �� � M p,�, p� �
a and hand tamped prior to adding A. Acceptable AAanulacNrers: OwenSCorning Fiberglas Corp. material of constructan cons�stent wdn Ihe requuements ol the
backfill around the tank. Toledo. Ohio 4. Tanks sha11 be designed Io supporl accessory eduiprnem such U L. label. AII littings to be supphetl wnh cast iron olugs 4� 4� �- 4� - Standard tank noles !O• FT• � � gT�� w�1�1T � �
as heaU cals, ladders. drOp tubes, elc when installed 1a3Ja' t-t/2' 143/4'
^9 7. Hold-0own stra rib locations are indicated b arrows ►�
Piping 8. Governinq Standards: 2. All standarA ihreaded fitUngs are 4' in diameter an0 snaii De half p y � ��! t2
acCOrding to manufacturer'S recanmendations arW limitations. 13' t t' 30 3728
couphngs. Reducers are to be used lor smaller sizes where 2. Standard fittings are 4' NPT half-couplings on all tanks.
Maximum internal pipe or pump 1. Underwriters Laboratories, Ina (U.L.) File MH7991 dated g. pro0uct Storage Requirements: spet�fied and prov�ded by contreda � �p �� �� � �41� �
length Qrom top o( fitling): October 13, 1965 for storage of Ilammable Ipuids as updated 3. �Indicates location ol deflector plate under littiny opening for
under U.L lollow-up service in letter of March 3, 1981. 1. AI� lanks musl be vented, as tanks are desgned lor operation 3 Threatl Standartls-All Inreadetl htlin95 Stiall have macMne gau9ing tank • �� pp 6�n �
Model Diameter at almospheric pressure aNy F�berglas tanks may De used w�tn �OlBrancBS in eCCOrCOnCC wdh Ihe ANSI SIBnd2�d �W B2Ch fil�in
4' 6' 8' 10' 12' 2. National Fire Protection Assoc. (NFPA 30) Flammable and 9 Mad�-lo-ord�r tank not��
vapor recovery systems provdinq the pressure or vacuum tices �Ze �. m'. C�VER NEEIW� fiN66-OItP fiAb(E7ED i BOLi� FRAAE i COV61
D-2 68" Combustible liquids Code and (NFPA 31) Standartls for nol exceed t psi 1 F�ttings cannot be installetl in locations mark�d �. ��T ��ro AS REQ p FoK JOOO G,q� Z
�;�12' backfill bed i �
D-3 86" 113' 137' Instaliation o( OII Burnirg Equipment. 4. Strength - NPT Idtings wdi wdhstand a minvnum of t50 toW- s•
D-5 45' 88' 2. Tanks shall be capable of sroring liquids with specific gravity 2 Manways cannot be located over end rib on any size tank
3. Factor Mutual File OFGAB.AF pounos ot torque arW i.000 ioo�-pountls ot berW�nq. potn w�in �
Y 3. FRP enca sulated steel dellector late (12' sq.) under Ilttin
D-6 116' 132' up to 1 J. 2.7 factor ol salety P P 9 • .
4. National Sanilation Foundation Testing Laboratory. Janusry 7979, - opening lor gauging tank must be spscilied. pp� �
G-3 86" 3. Maximum temperature. Tanks shail be capable ol storing 5 Siz�s Standard OtMr Siz�s
� B8. listing of Plastic Pipirg System Components Md Related Np� 3 , �' , e � �
gasoline, gasofwl (90% gasoline and 10 % ethanol mixture). Inlet a'
Materials. o � .
g je1 tuel, diesel IuN or potable water at ambient untlerground p�pe� q• I � a °
VsnUn 5. Mditary Specilication MIL-T-52777A, dated Juty 6, 1978. Tanks, tertperatures, or tuel al at temperaWres not to exceed 150'F Vent 4" � - b e� °
Tanks must be vented with an Storage, Underground, Glass Fiber Reinforced Plastic. at the lank interior wrface. �y�ye 4' _ J � ' o ��� ►� � ° o
opening the same diameter or 6. General Services Administration, PuWic Building Service 4. TaNes shall be chemicalty inert to petroleum products. Fill 4" � o�, �T �. �
larger than ihe opening usetl to Guide Specification, PBS: 1568. ---
fill or remove producL C. Dimensional Requirements (refer to Owens�orning Iiterature 6. Location - reler to drew�rgs for tocatbn. � �' P o,
O �
7. Submittals� pn Ibna I ��, � s'' ►qTE KMOCKOUT M�A TO BE REBTOI�D TO WALI TNCKiEti
9a 9e�) 7. Suction line - Shail be �nstaued on site by the contracta
a. Sh D�awin s: Coniractors shall submit copies of � � � '
� 9 1. Nomi�al capaciry of ihe tank shall be galbns. Diameter of pipe and grade and schedule as calied out in o��er a_ � �° NOTE 7 Oi NTERCEPTOq AFT�q /�T i pUTL�i pp�,p ��T��
shop drawings ffx each tank. Drewings shall include ali sections. Pipes sha11 be term�nated a min�mum ol 4' Irom tn� I -� p� ,
2. Nominal oulside diameler ol the tanks Shall be IeeL � V v
critical dimensions and show locations of all fittings and bottoms of four. six, eight and �en foot dwmeter tanks. anG a I �' � � � �
3. ApprOaimate overall len th oi the tanks shall be feet. °
14) Sloping Tank accessories, i.e, manways, ladders, holddown straps, 9 minimum oi 6' Iram ine bottoms ot tweNe toot diameter unks M I o � �
heating coi�s, etc. Malerials ol construction shall be in 202 Accessaies
accordance with Section 1.02 of this spBCilicati0n. 8. Retum line - Shall be installed on ihE site by the contraclor 4 �T� �
When necessary an Owens- A. Mchor Straps-Provide glass fiber•reinlorced plastic anchor Diameter of pipe antl grade an0 schedule as cane0 a,t n ot�er I
� a.
Corning Fiberglas tank may be b. Catalog Data: Contractor Sha�l submit copies Oi slraps for each tank shown. Number and location ot straps seclions. I �-- �- v 1 y v
manufacturer's literature. shall be as specified by manulacturer. Each strap shall be G. Ladders-Shall be standar0 carbon steel supphed Dy the tank `---- �• �a.
set with a slope. The maximum - - " Q v -
a Certificatioa Plate: U.L labels shall be aflixed to each tank. capable ol withstand�ng the bouyancy load tor lank diameter , manulacturer. Reler to draw� s tor bcation ' �_• �W ° O O
allowable slope is .36' per lineal ^9 "
foot, or 3.6' in 10 feet. d. Installaqon Instructions: Contractors shal� submit as shoNm. H. Lifting Lugs- Provide lifling lug�s) on all tanks. Lugs snau be ►pTE �-� �� - � _ ,
copies of manufacturer's latest installation instructions. 4'p- 4,2UO Ibs. B'm-25,000 Ibs. 12'm-26,000 Ibs capable ol withstantling weight ol tank with a safery lactor of �' ��� 4 �^
e. Calibratlon Charts: Contractors shall suDmit capies 6'�-18,OOOIbs. 10"m-32.000 Ibs 3 to 1. ��T--� > �, � ��
of manulacturer's latest calibration charts. Straps shall be standard as supplied by the tank manutacWrer. , - .
15) Speeification 1.03 Warranty 8. Certificatbn Ptate-Underwriters' Laboratory Wbel P� ��� �KUtion y � ` �
L- � , � y Ho� , tr
Q �
A. Tank manutacturer shall furnish a warranry stating as f011ows: shall be permanently alfixed to each tank. 3.01, 3.021mtallation and testiny '�
Short Form: C. FlangCd Manways Tanks shall be test¢0 and installed accordng to thE current ms1allahon ' �� (�
We warrant that our underground tanks, it installed inslructions provided with Ihe tank (refer to Owens�orrung FiDeiqias �f6ilOM A-A � •
The contractor shatl rovide U.L. labeled Fiber las under round g p oper backfill and otherwise installed in 1. The standard marnvays to be 22' LD. The 30' and 36' I.D. Z W �
P 9 9 under round with r manways to be installed in t2' diameter tanks only. publication 3PE�304 and include as part of your specibcatan)
storage tanks in sizes and with fittings as shown on the drawings. accordance with our instructions:
The tanks shall be manufactured by Owens-Corning Fiberglas. �. yyill meet �r published speciticetions and will be iree Irom 2. All manways will be furnished complete with U.L. approvetl 10 0 0 G A L L O N C A P A C I T Y T H i S J O B v N
Tanks shall be tested and installed with ea ravel or a gaskets, bolts and covers. �
p g pproved matenal defects in materials and workmanship tor a period O Z
altemate backfill material according to the current installation of one (1) year following date of orginal delivery by us; 3. Location- reler to drawings br location. � - ^ '
instructions (Owens�oming publication 3-PE-6304) provided with Ihe
tank. 2. Will not fail for a period ol thirry (30) years from date 4. Fib6r glass manway extension tubes 24' long will be
ol original p�rchase due to external corrosion; and provided for the manways as outlined in section 3 above
3. Will not fad for a period of Ihirty (30) yeaB from d2te OI 5. Manway risers 48' in diameter and 4Y high will OI L I NTE RCE P TOR D ETAI L �� �
original purchase due to intemal corrosion, prwided Ihe tank � S�GW�d �o prwdtaccess to tne manway hd. A ■ �
is.used solery for gasoline, gasonol (90qo gasoline and 24' x 24' gaNan¢ed street box witn a cover is prwbe0 �
10 % ethanol mixWre), jet luel, diesel luel or potabb water a� 9�� y 0 S C A L E
at ambient underground temperatures; or used lor fuel al
at temperalures not to exceed 150•F. � �
Our liabili�y under ihis warrenry shall be Iimiled to, at our opiion, =
(i) repaii of defective tank, (ii) delivery of a replacement tank to the
point of original�livery, or (iii)9efund of ihe origi9al purchase price, O, P, W, PETROLEUM MANHOLE '�
and we shall not be liable for any labor, other installation cosis, � �
indirect or cons uential dama es or other dama es in connection
OIL PUMP INSIDE �
STAINLESS STEEL FLEX BUILDING �
CONNECTION -.� : �� - � :; �.� -
�--, ,.1--,
= STANDARD 1 1 /2" GALVAN I ZED •' . � :� �� . �
FLOOR LIN - PIPE
. - - 6" CONC. SLAB =
� PEA GRAVEL
2" H I GF�ER THAN
SURROUNDIN6 SLAB � LEVEL �, I SAW 10" LONG SLOTS ON
OPW PETROLEUM LEVEL � =, ' FOUR SIDES, SIZ� HOLES SMALLER
� MANHOLE-� _ 75' �1AX, THAN PEA GRAVEL
X
� ...............
.•
. ,.•� N * 1,���••.,
. , p� ; �
� 4„ p , V , C . ,; ��,Q,o .................. . �'yJ ;.
� � - - ' . - . o FIBERGLASS PIPING " �'_�� Q �_ d:
.� . . . ,
�, � _ � , . T ' � �� � - � . o ; �, -� y= a '
' ° FOOT VALVE ( CHECK VALVE ). _:� z N Q�; o.
�� ' � " 9
E O I L BEFORE I ySTALL I NG. I c� �".��, '� �?: e:
� � • � CHECK FOR PROPER OPERATIGN,
�
- . . BEFORE ( NSTALL I NG. "-Yd�'3�'...........�.EG���,='
I LEVEL OF BOTTOM OF TANK ��`� ..••''
�•....,. .,..�•
NOTE: VENT AVD FILL PIPING - SHEET
- FIBER�LASS TANK NOT SHOWN.
ALL PIPING TO BE FIBERGLASS, �
CONC. DETAI L AT PETROLEUM MANHOLE �I L TA N�4 D E TA I L PROV I DE STA I NLESS STEEL FLEX PE't�pLEU11A NI0IWTORING WELL DETAI L .
NO SCALE N O S C A L E �' CONNECT I ONS AT TANK AND BEFORE
COMING OUT OF GROUND NO SCALE