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HomeMy WebLinkAboutHyannis Marine Service - Installation PlanvE pLAGE 7TArO V- I PIpE 10 GALL ._iS4i J U1' -TOFU- P:::;OF . .. D E-Te_pA I J E Ln --ATI ll i►.l lHe VIELD. ,l �3 f3Atz.5 C IZ-'+-o.G." o►.IEaJA�I - - LQ - .. u moo, I G_ 51_AETAI L ACG F_SS _Tp _.., ?AtJ� GO�JE2 70 t tt.LsjAL-LEr3 TA IJ 4C �Lllst� Itl� SLAB �sE{r S�ECS•7 To -P. SLAB TOTOP O tJ iJ PA IOtJ LJALL - CI� EIG t J 1JrJ1Cr101,J� l 3,poo GAL TAtJ �\ •�`� /\ r�\�%/'�//� / I Ta i - 3�8 PEASTOLJE t.Jr-JDE2 TAc•1K SEE t eJ ST A LL AT l otl- t�IsTP-�1GTIot.15 x - s E e, a . 1� U.L. APPROVED TANK CONTAIttMENT RESERVOIR- 2. STORAGE TANK OPENINGS O COLUMN INSPECTION PORT 0 U.L. APPROVED OUTER WRAP Q INSPECTION COLUMN •I NDERWRITERS LAHORATDRITS jHi. 11) LISTED TYPL S $LMODARY "TAR RKENT )FltGuOUMO TAKtc fOR lLAt414AHLE LIQUIDS CIRCUNFEAEHTIAL DEGR 'ONSULT LOCAL. AUTHORITIES BEFORE COVERIH THIS TANx HO.X XXXx 1 _ - ME-EMQINEEIIED I NS"01 AALILATION INSTRVMONS UNDERGROUND STEEL STORAGE TANKS WITH SM -Pi CORROSION CONTROL. SYSTEM ►/(OVEN PROTECTIOM IN 1101111013101 W - IJ -5 -TALL S -(0164, FL_CC�1Z SLAP, of sloes of tank by hand shoveling and tamping to ensure that that may cause damage to the tank coating. (Care shag be the tank Is fully and evenly supported around bottom quodri:" taken during installation that foreign matter Is not Introduced. 11 The plugs at unused openings Shap be removed. Apply into the excavation or backfill.)compatible, non -hardening pipe sealant to internal bushing 2 The bottom of the excavation shag be covered with clean threads Permanent metal plugs shoe be insto>s'ed at ae unused sand or gravel to a depth of one foot, suitably graded and openings 3. 111 The dke;ectric bushings in st1-P; tanks shot not be removed 3. The excavation shoe extend a distance of at least one foot from the unused openings The plugs In tank operiirgs which s-(1=1✓L RE1dF., of 3 SAQS e iZ o.c_ - are to be used should not be over -tightened as this may for anodes cause the bushing to unscrew 1,vith the plug. Care shall be 4. An air test of the tank above ground is recommended Pressure taken not to crossthread or damage the nor"tollic bush - should not exceed 5 pounds per square inch (PSIG) while a Ings when replacing plugs or installing required tank piping. .TAr1jC . ;zE;'Alrlt�E12 ot✓ SLAS SE 112• Prior to backfilling, all openings shag be visucky inspected to air testing will differ. Consult Tank fabricator for air test ossure that the sti-P; dielectric nylon bushings remain in recommendations 1 tJ STALL GOt-1G 'b Before placing the tank in the excovatiort all dirt clods and tZ± similar foreign matter shag be cleaned from the tanks, and 2Et�1Fc�Rr'-Ev' tx1` 10 :.tIR�. 000Glut-j"At�i V_Q 12. Where air or hydrostatic testing is required otter Installation It coating provided - t�o)z 5 L A t=3 -5.1 When so shipped, remove protective plastic covering from cess of 5 pounds per square inch (PSIG) as measured at the weld -on zinc anodes to assure proper onode operatioq ALL STEEL TO .el✓ CI?ADE 6o ^5TH Verity anode integrity prior to bockfilt. 13. Prior to completion of the backfill, the Profwr, t n Proy%-r 2! 6. Equipment to lift the tank shag be of adequate size to lift and monitoring terminal located near the top of the tank must be - lower the tank without dragging and dropping to ensure no positioned as follows: damage to the. tank. Of the pppting. sot L E3F_ J ATI -4 51-A5 'To 8>; «�t CrED 7. Tanks shall be carefully lifted and lowered by use of cables --4 or chains of adequate length (not less than 450 included installation ongle) attached to the fitting lugs provided. A spreader bar should be used where necessary. Under no circumstances use To m00% AAs No chains or stings around the tank shell, tab. Uncoil enough lead wire from the tank mounting lug to reach the terminal location with an additional 4 feet of slack. y equipped ed with either zinc Or mognes- 7.1 sit -P' tanks may be -- tum anodes Zinc anodes are effective in oil sol resistivitses 13.3 Secure the PP2� terminal to the pipe by lightening the bock Mog"nesium anodes are designed for soil resistivities 2000 �EDGi✓ EXIST GOt,IG: �L0012 seoled. 72. After an sf!•P, tank has been placed in the excovotior-t if 13.4 Route wire to avoid strain or breakage during backfill. Do not ,l �3 f3Atz.5 C IZ-'+-o.G." o►.IEaJA�I - - LQ - .. u moo, I G_ 51_AETAI L ACG F_SS _Tp _.., ?AtJ� GO�JE2 70 t tt.LsjAL-LEr3 TA IJ 4C �Lllst� Itl� SLAB �sE{r S�ECS•7 To -P. SLAB TOTOP O tJ iJ PA IOtJ LJALL - CI� EIG t J 1JrJ1Cr101,J� l 3,poo GAL TAtJ �\ •�`� /\ r�\�%/'�//� / I Ta i - 3�8 PEASTOLJE t.Jr-JDE2 TAc•1K SEE t eJ ST A LL AT l otl- t�IsTP-�1GTIot.15 x - s E e, a . 1� U.L. APPROVED TANK CONTAIttMENT RESERVOIR- 2. STORAGE TANK OPENINGS O COLUMN INSPECTION PORT 0 U.L. APPROVED OUTER WRAP Q INSPECTION COLUMN •I NDERWRITERS LAHORATDRITS jHi. 11) LISTED TYPL S $LMODARY "TAR RKENT )FltGuOUMO TAKtc fOR lLAt414AHLE LIQUIDS CIRCUNFEAEHTIAL DEGR 'ONSULT LOCAL. AUTHORITIES BEFORE COVERIH THIS TANx HO.X XXXx i ct >✓S j GF Md or t%AGtE� •- i .ACGO�Pl�1S1-?•E7 z. tJOI C�vSi�C•"YZEt] _, © :T -TANX- �OrZ P,1AS'E os L. iS To se LC __A7Z'p - �f -Tb 744C-7 > jAQUi=,aG�2EL - 3�4 NT MASSACHUSETTS ENGINEERING CO INC AVON LASS. 02322 1 i i EER V 749 Main Street + Suite B * Box 266 .e. Osterville, Massachusetts 02655 `< 41 CIATES OF (617) 420-2223 TERVILLE Consulting and design engineers t- Civil and structural TOLERANCES REVISIONS L�rJDE2GQOLJrJD STEEL STDIZAG�-(Ar1(� (EXCEPT AS NOTED1 NO. DATE BY JiJSTAL LATIO+-] r pLAO DECIMAL , g) P.J. D• �A'i�E 21CJ:2 t-i`(At-1rlIS M�+.21r1E A ;2 L 1 tJGTorJ 5T.12 -T 1. E5T ­(AtZI' oU-ri.4 MASS. FRACTIONAL b DRAWN BY V. D SCALE ON n MATERIAL J.= CHK•D DATE ' ppt,� DRAWING NO. ANGULAR S I I IV7 TRACED APP•D S 2 I 1 _ - ME-EMQINEEIIED I NS"01 AALILATION INSTRVMONS UNDERGROUND STEEL STORAGE TANKS WITH SM -Pi CORROSION CONTROL. SYSTEM ►/(OVEN PROTECTIOM IN 1101111013101 W - 1 The excavation shag be free from any hard or sharp material sloes of tank by hand shoveling and tamping to ensure that that may cause damage to the tank coating. (Care shag be the tank Is fully and evenly supported around bottom quodri:" taken during installation that foreign matter Is not Introduced. 11 The plugs at unused openings Shap be removed. Apply into the excavation or backfill.)compatible, non -hardening pipe sealant to internal bushing 2 The bottom of the excavation shag be covered with clean threads Permanent metal plugs shoe be insto>s'ed at ae unused sand or gravel to a depth of one foot, suitably graded and openings leveled. 111 The dke;ectric bushings in st1-P; tanks shot not be removed 3. The excavation shoe extend a distance of at least one foot from the unused openings The plugs In tank operiirgs which around the perimeter of the tank providing sufficient clearance are to be used should not be over -tightened as this may for anodes cause the bushing to unscrew 1,vith the plug. Care shall be 4. An air test of the tank above ground is recommended Pressure taken not to crossthread or damage the nor"tollic bush - should not exceed 5 pounds per square inch (PSIG) while a Ings when replacing plugs or installing required tank piping. Soap, solution is applied to weld seams Notes Dual wall tank 112• Prior to backfilling, all openings shag be visucky inspected to air testing will differ. Consult Tank fabricator for air test ossure that the sti-P; dielectric nylon bushings remain in recommendations place Where flanged openings have been used the d;elec- 'b Before placing the tank in the excovatiort all dirt clods and tris isolation shag be confirmed with a continuity tester. No current shag pass through the factory Installed dielectric . similar foreign matter shag be cleaned from the tanks, and flanges Dielectric isolation is required to assure tank integrity " areas of coating damage shag be repaired with o touch up 12. Where air or hydrostatic testing is required otter Installation It coating provided - is recommended that the pressure applied shot not be in ex- -5.1 When so shipped, remove protective plastic covering from cess of 5 pounds per square inch (PSIG) as measured at the weld -on zinc anodes to assure proper onode operatioq top of the tank. Verity anode integrity prior to bockfilt. 13. Prior to completion of the backfill, the Profwr, t n Proy%-r 2! 6. Equipment to lift the tank shag be of adequate size to lift and monitoring terminal located near the top of the tank must be - lower the tank without dragging and dropping to ensure no positioned as follows: damage to the. tank. Of the pppting. 13.1 Selecto terminal location on a pipe near grade that will be 7. Tanks shall be carefully lifted and lowered by use of cables accessible through a grade manhole upon completion of or chains of adequate length (not less than 450 included installation ongle) attached to the fitting lugs provided. A spreader bar should be used where necessary. Under no circumstances use -- 13.2 Loosen the black nylon pipe lashing by releasing the locking chains or stings around the tank shell, tab. Uncoil enough lead wire from the tank mounting lug to reach the terminal location with an additional 4 feet of slack. y equipped ed with either zinc Or mognes- 7.1 sit -P' tanks may be -- tum anodes Zinc anodes are effective in oil sol resistivitses 13.3 Secure the PP2� terminal to the pipe by lightening the bock Mog"nesium anodes are designed for soil resistivities 2000 nylon pipe lashing. The lead wire terminations shall remain ohm -cm or greater. seoled. 72. After an sf!•P, tank has been placed in the excovotior-t if 13.4 Route wire to avoid strain or breakage during backfill. Do not anode is connected by a lead wire, attachment to the tank cover PP22 terminal with backfill materiol shag be checked to assure this connection has not been 14. As on otternatN a this tank may be equipped with a Protection damaged. Where don-ogedjhe connection must be Tees= . proyef is � morrtoring system which includes a monitoring test tob;ished in strict accordance with stl-P, specifications station mounted at the end of the tank Prior to bockfiiling, ex - Where anchoring by means of a concrete slab is required, the tend the monitoring system to 4" below grode level without tank must not be placed directly on the pod. A foyer of fine pulling it out of the mounting bracket. The PP10 test station or pea grovel, sond or Na 8 crushed stone (Na 8 coarse sholl be protected by a grade manhole of 7-1h' mirvmum aggregate ASTM -448) ot;east 6 inches deep must be spread diameter. evenly over the dimensions of the pod to separate the tank 15. Contact between the steel tarot and the f owing equipment from the pod. can nullify the cathodic protection design external or internal The tank shag not be placed on any other hard or sharp piping, pumps. valves, electrical gaging or monitoring equip - material that can cause deformation of the tank or damage meat, and grounding systems A simple continuity test between to the coating. the PP2' lead wire and each connected system will verify 8.1 N installation area Is In a tidal area, the tank "bedding" the electrical isolation Continuity should not be present. rnatersal should be ftne grov-_l a pec grovel, rather than sond 16. The bockfsll shall be deposited carefully around tank and to O. Special care should be exercised when instar::,-xg hold down a depth of at ;east one foot over tank to avoid �•arr,age to . _ ci.- r,�_..�.+ c•.a••vfv .:?.. rJ....�v` _•.,. -�. .... ..., bv s;-- ijt,rt{ pad mode c' uti Irtisrt i,L-tuicfing 61311vt.tric BUJ,., .d �cr.2•. ..]li`s ., .ty ', . `y '.. _._ __. ....- arid'' stCiv of bcol co(,S for d6, 111 O` CLVc' rGyU' cam.) pod s`joutd t�-_ a' ►=a<t 2;- cr x t-A-'-ar 17. All tonks must be mors gored to assure cathodic pro - than !,+ d down straps' width and must be ccre`ulty pieced tection of "-r5 lorY: shat be CiCccr-0s�►_d tr, 'nkrlg anywhere on the tonic wtbre hold down straps would come structure to soil voltage readings within 1 year otter Irvlolia- ` Into cNect contact with the tank shell tand then in 5 year Intervals for the kfe of the instaiation ion 10.Honx areous boc'kfill eoraerg of clean sard grcvet, or other Follow applicable local, state, and federal reg,.tlatioru for ad- non-conros.ve inert materials "I be ptosed along bottom ditional tank monitoring requirements. PLE"TE. Sp EG1 F I G. AT10IJ5 TO g>✓ SIJ PPL( ED S`r OL,ItJi:1z - 1aaT� _- p`ZOPoSED SLAB OF 5" 2E1*1Fo26E12 tAILL ADEQUATELY pp_CGLvpE Ate'FLOTATIOrJ C* -rde 1 ,1P�R ROJOV TAtjv_ 10 -(v4F- E� eo-r oOOf LOV - 1.�ATEtZ 100-ILT2ATl" . 5LAS 15 We1614Tep AT !00 Lbs./SQ. PT. oR i ct >✓S j GF Md or t%AGtE� •- i .ACGO�Pl�1S1-?•E7 z. tJOI C�vSi�C•"YZEt] _, © :T -TANX- �OrZ P,1AS'E os L. iS To se LC __A7Z'p - �f -Tb 744C-7 > jAQUi=,aG�2EL - 3�4 NT MASSACHUSETTS ENGINEERING CO INC AVON LASS. 02322 1 i i EER V 749 Main Street + Suite B * Box 266 .e. Osterville, Massachusetts 02655 `< 41 CIATES OF (617) 420-2223 TERVILLE Consulting and design engineers t- Civil and structural TOLERANCES REVISIONS L�rJDE2GQOLJrJD STEEL STDIZAG�-(Ar1(� (EXCEPT AS NOTED1 NO. DATE BY JiJSTAL LATIO+-] r pLAO DECIMAL , g) P.J. D• �A'i�E 21CJ:2 t-i`(At-1rlIS M�+.21r1E A ;2 L 1 tJGTorJ 5T.12 -T 1. E5T ­(AtZI' oU-ri.4 MASS. FRACTIONAL b DRAWN BY V. D SCALE ON n MATERIAL J.= CHK•D DATE ' ppt,� DRAWING NO. ANGULAR S I I IV7 TRACED APP•D S 2 I