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A. <br />OBSERVATION WELL <br />DETAIL <br />B. <br />PLAN VIEW BIO -DIESEL SUMP <br />E. MANIFOLD TESTING SYSTEM <br />REVISIONS <br />J <br />J <br />J <br />J <br />O <br />CONDUIT NOTE: <br />m <br />NOTE: 352 <br />REPLACE MANWAY SUPPLIED BY <br />CONTRACTOR TO PULL <br />TANK MANUFACTURER WITH <br />\ / <br />BACK PRODUCT LINE elJ <br />182 508 509 700 12 CUSTOM MANWAY SUPPLIED BY <br />LIQUID FILLED <br />6' CLEARANCE <br />TEST BOOTS IN ALL <br />SUMP$. <br />BIO -DIESEL BLENDER SYSTEM <br />VACUUM GAUGE <br />1 <br />BETWEEN CAP & <br />-- <br />MANUFACTURER <br />--� <br />0-30" OF MERCURY <br />1 a <br />GRADE <br />—' <br />i�-= <br />�p <br />p <br />2 81,1 <br />106 <br />II <br />VALVE "A" VALVE "B" <br />N <br />SS4254 SWAGELOK SS -0254 SWAGELOK <br />' <br />CONDUIT II <br />° II PRODUCT LINE TO <br />2 <br />w <br />h <br />BLENDER SUMP <br />m <br />a <br />PEAGRAVEL�_ <br />177 <br />FACTORY INSTALLED II �) ° <br />1/ II <br />Ya" COPPER TUBING Y" COPPER TUBING TO <br />w <br />w <br />'m <br />a <br />m <br />MONITORING RESERVOIR 5 \ <br />II <br />TO MANIFOLD SIPHON CARTRIDGE <br />(PROPYLENE GLYCOL AS II <br />16 <br />407 700 9 10 13 <br />� <br />a <br />a <br />v <br />INTERSTITIAL FLUID) ) O <br />II <br />// 83 <br />1. INSTALL TEST FIXTURE IN COPPER TUBE BETWEEN THE MANIFOLD LINE & SIPHON CARTRIDGE. <br />7 `` <br />2. RUN THE SUBMERSIBLE WITH DISPENSER NOZZLES CLOSED & VALVE "A" CLOSED, VALVE "B" OPEN. THE NORMAL VACUUM READING SHOULD BE <br />'Gi/ <br />15-28". NOTE: HIGHER RVP FUELS AND/OR HIGHER FUEL TEMPERATURES CAN RESULT IN LOWER VACUUM READINGS. IF THE VACUUM IS LESS THAN <br />15" THERE IS THE POSSIBILITY OF BLOCKAGE IN THE SIPHON PASSAGES (PLUGGED SIPHON PORT, PLUGGED/PINCHED RETURN TUBE). TO REMEDY, <br />756 \� <br />401 <br />CLEAN THE PASSAGES & REPLACE RETURN TUBE IF NECESSARY. IF THE PASSAGES ARE CLEAN & THE VACUUM READING IS ZERO OR VERY LOW, A <br />.� <br />LEAK MAY BE PRESENT IN THE VACUUM SYSTEM, OR THERE IS A BLOCKAGE IN THE FLOW PATH TO THE SIPHON JET OR IN THE DISCHARGE TUBE. <br />PULL THE EXTRACTABLE PORTION & REPAIR AS NECESSARY. <br />i <br />765 Q` _ _ _ _ _ _ <br />_ _ = i <br />3. RUN THE SUBMERSIBLE WITH DISPENSER NOZZLES CLOSED & VALVE "A" CLOSED, VALVE "B" OPEN. WHEN THE VACUUM READING REACHES 15-2811, <br />2 <br />0 <br />756 <br />700 9 10 14 <br />SHUT THE PUMP OFF & WAIT TWO MINUTES. IF THE READING DROPS TO ZERO, THE SIPHON CHECK VALVE IS NOT HOLDING. REMOVE & CLEAN OR <br />4 <br />757 103 707 <br />REPLACE. NOTE: SIPHON CHECK VALVES MAY HOLD AT HIGH VACUUMS, BUT LEAK UNDER LOWER VACUUMS. TEST THE SIPHON CHECK VALVE AT A <br />VENT UNE <br />LOWER VACUUM BY BLEEDING THE VACUUM TO ABOUT 5" Hg. & REPEAT THE TEST. <br />4. RUN THE SUBMERSIBLE WITH BOTH VALVES "A"& "B" OPEN & THE DISPENSER NOZZLES CLOSED FOR APPROXIMATELY 5-10 MINUTES, CLOSE VALVE <br />C <br />C <br />"B" AND THEN SHUT OFF PUMP. IF VACUUM DROPS, THERE IS A LEAK IN THE MANIFOLD LINE BETWEEN THE TANKS ABOVE THE LEVEL OF THE <br />d <br />' <br />PRODUCT. REPAIR LEAKS & REPEAT STEP 4. <br />0 <br />5. WRITTEN VERIFICATION OF TESTING FOR MANIFOLD SHALL BE SIGNED BY THE GENERAL CONTRACTOR & TANK INSTALLER. VERIFICATION SHALL BE <br />PROVIDED TO OWNER AS PART OF THE CLOSE OUT DOCUMENTS. <br />D. ELEVATION C -C BIO -DIESEL SUMP <br />FLUSH SURFACE MOUNT <br />MANHOLE WITH <br />CONCRETE CROWN 176 <br />6 <br />4 <br />PVC CAP <br />i <br />SCREWED ON <br />PEA GRAVEL <br />F. MANWAY LID & SKIRT SCALE: 1-1/2" <br />oNg <br />_ <br />_ <br />5 <br />o$oau <br />_ <br />,e <br />11 <br />NATIVE SOIL I —III <br />— <br />RESERVOIR (PROPYLENE 576 <br />Nd <br />Z <br />E <br />GLYCOL AS INTERSTITIAL <br />FLUID) 16 <br />® <br />Z <br />r <br />811 2 <br />V <br />Z <br />2 811 <br />816 <br />®Lcc <br />816 <br />103 <br />1 176 3 4 <br />U <br />W <br />758 <br />705 <br />Z <br />PRODUCT <br />755 <br />LINE TO <br />a <br />756 <br />BLENDER <br />SUMP <br />401 769 9 10 13 <br />Q 4 <br />n n til <br />Z <br />W <br />C. INTERSTITIAL SPACE MONITOR <br />83 <br />353 <br />702 <br />73 <br />877 <br />�\ <br />j �) <br />508 <br />55 <br />816 <br />/ <br />10 <br />a <br />4"X2" DOUBLE TAP 1$7 <br />182 508 509 700 12 <br />3 <br />.£ <br />BUSHING 756 <br />5 <br />TEST <br />J } <br />ss <br />Bs <br />FITTING <br />J <br /><LL <br />off <br />CONDUITS TO <br />d0, vr❑i <br />ADJACENT UST <br />J Q w 4 <br />n <br />INTERSTITIAL <br />W LL. zmz U <br />�s <br />MONITORS <br />} = UU <br />:k <br />U m K <br />♦r/^ <br />W <br />OUST INSTALLATION NOTES: <br />J <br />Lij <br />J <br />Pa <br />W <br />1. <br />SLOPE CONCRETE AWAY FROM ALL MANHOLES 1" RISE OVER 12" RUN. <br />~ <br />0 <br />v <br />CONDUIT HOME <br />RUN FROM PULL <br />2 <br />2. <br />JUNCTION BOXES IN TANK SUMP TO BE MOUNTED AS HIGH AS POSSIBLE IN SUMP. CONDUIT & JUNCTION BOX TO BE OUTSIDE OF PERIMETER OF TANK ENTRY MANWAY. <br />Q <br />kQ <br />BOX <br />3. <br />REINFORCING BARS TO BE NO LESS THAN 2" AND NO MORE THAN 4" FROM SURFACE. <br />8g <br />BRINE <br />O <br />g <br />RESERVOIR <br />(CALCIUM <br />4. <br />REINFORCE CONCRETE SLAB AROUND MANHOLE WITH (4) #4 REBAR 60" IN LENGTH. PLACE REBAR 6" FROM SIDES OF BOX. <br />® <br />"Q <br />� <br />�°. <br />06 <br />RNE <br />5. <br />PEA GRAVEL BACKFILL. ALL SUBSTITUTES MUST BE APPROVED BY MANUFACTURER AND OWNER'S FIELD REPRESENTATIVE. <br />72 <br />Y:m <br />SOLUTION) <br />Z€ <br />6. <br />REAM ALL RISERS FOR FULL PIPE BORE. <br />�pe <br />7. <br />INSTALL TANK ID MARKERS IN THE SPILL CONTAINMENT MANHOLES. AFFIX MANUFACTURER SUPPLIED MARKINGS TO FILL COVER. <br />mE <br />8. <br />COAT ALL BURIED GALVANIZED STEEL WITH COAL TAR EPDXY/WRAP. <br />cn <br />9. <br />PIPING SHALL BE LAID AND CONTINUOUSLY SUPPORTED ON A 6" COMPACTED PEA GRAVEL BEDDING. PIPING SHALL NOT BE SUPPORTED BY BLOCKS, PLANKS, OR OTHER DEBRIS. <br />SCALE: <br />10. <br />ALL ENTRIES TO BE PERPENDICULAR TO CONTAINMENT SUMP. MAXIMUM 15" OFF LINE WHEN USING FLEXIBLE ENTRY BOOTS. <br />1" = 1'-0'• <br />11. <br />PLYWOOD 48" X 48"X 3/4" PLACED TO ASSURE 2" CLEARANCE BETWEEN CONCRETE AND CONTAINMENT SUMP. <br />DRAWN BY: <br />GLZ <br />12. <br />18" LONG 2" DIAMETER FRP SLEEVE TO BE MOUNTED WITH UNISTRUT TO THE STP RISER &SECURED 2" OFF BOTTOM; SENSOR TO BE PLACED INSIDE OF FRP SLEEVE &REST ON THE BOTTOM OF THE DISPENSER SUMP. <br />DATE: <br />13. <br />SLOPE PRODUCT PIPING BACK TO TANKS MINIMUM 1/4" PER V-0". <br />1/25/2015 <br />PROJECT NO. <br />14. <br />SLOPE TANK VENT PIPING TO TANKS MINIMUM 1/4" PER V-0". <br />CA -1098 <br />15. <br />INSTALL PERMANENT 1/4" BALL VALVE ON TEST PORT, TO BE USED TO TEST SUMP CONTINUITY. <br />DRAWING NO. <br />16. <br />INSTALL PERMANENT LABELING TO SPECIFY THE USE OF BRINE OR PROPYLENE GLYCOL. LABEL SHALL BE ABLE TO WITHSTAND DEGRADATION & SHALL BE PLACED IN AN OBVIOUS LOCATION. <br />T-3 <br />