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INSTALL_2015 AS BUILT PART 1
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INSTALL_2015 AS BUILT PART 1
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Last modified
5/19/2021 11:37:07 AM
Creation date
11/5/2018 1:21:05 PM
Metadata
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Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
INSTALL
FileName_PostFix
2015 AS BUILT PART 1
RECORD_ID
PR0540345
PE
2351
FACILITY_ID
FA0023065
FACILITY_NAME
FedEx Ground - Tracy
STREET_NUMBER
5655
STREET_NAME
HOOD
STREET_TYPE
Way
City
Tracy
Zip
95377
CURRENT_STATUS
01
SITE_LOCATION
5655 Hood Way
QC Status
Approved
Scanner
SJGOV\rtan
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FilePath
\MIGRATIONS\H\HOOD\5655\PR0540345\2015 INSTALL\AS BUILT PART 1.PDF
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EHD - Public
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A. BIO -DIESEL BLENDING SUMP PLAN VIEW <br />NOTE: <br />ALL ITEMS SHOWN, EXCEPT THE <br />FIBERGLASS PIPE & FIBERGLASS PIPE <br />FITTINGS, ARE OWNER SUPPLIED. <br />► D I <br />C <br />6 353 <br />RESERVOI <br />(PROPYLENE <br />GLYCOL AS516 <br />INTERSTITIAL <br />FLUID) <br />E <br />7 <br />B. SECTION A -A <br />(PROI <br />AS INTE <br />A <br />IS <br />ET3P-32 B-100 BLENDER <br />CONNECT INTERSTITIAL J <br />SPACE TO APPLICABLE <br />PRODUCT LINE ACCORDING <br />TO STP/DISPENSER <br />CONFIGURATION <br />- PRODUCT PIPING PRODUCT PIPING TO <br />FROM DIESEL TANKS DISPENSERS _ A <br />E <br />B <br />RIGID METAL <br />CONDUIT <br />(ENTIRE <br />LENGTH)FOR <br />FUTURE <br />BIO -BLENDING <br />PUMP <br />B <br />C. EXTERIOR ELEVATION A -A <br />PRODUCT <br />FROM <br />D. EXTERIOR ELEVATION B -B <br />E. EXTERIOR ELEVATION C -C <br />7" 7. <br />F. EXTERIOR ELEVATION D -D <br />I <br />OINSTALLATION NOTES: <br />1. SLOPE CONCRETE AWAY FROM ALL MANHOLES 1" RISE OVER 12" RUN. <br />2. JUNCTION BOXES IN SUMP TO BE MOUNTED AS HIGH AS POSSIBLE IN SUMP. <br />3. REINFORCING BARS TO BE NO LESS THAN 2" AND NO MORE THAN 4" FROM <br />SURFACE. <br />4. PEA GRAVEL BACKFILL. ALL SUBSTITUTES MUST BE APPROVED BY <br />MANUFACTURER AND OWNER'S FIELD REPRESENTATIVE. <br />5. PIPING SHALL BE LAID AND CONTINUOUSLY SUPPORTED ON A 6" <br />COMPACTED PEA GRAVEL BEDDING. PIPING SHALL NOT BE SUPPORTED BY <br />BLOCKS, PLANKS, OR OTHER DEBRIS. <br />6. ALL ENTRIES TO BE PERPENDICULAR TO CONTAINMENT SUMP. MAXIMUM 15° <br />OFF LINE WHEN USING FLEXIBLE ENTRY BOOTS. <br />7. PLYWOOD 48" X 48"X 3/4" PLACED TO ASSURE 2" CLEARANCE BETWEEN <br />CONCRETE AND CONTAINMENT SUMP. <br />8. 18" LONG 2" DIAMETER FRP SLEEVE TO BE MOUNTED WITH UNISTRUT & <br />U -BOLTS TO THE STP RISER, & SECURED 2" OFF THE TOP OF THE TANK RIB <br />ON THE PRODUCT LINE PENETRATION SIDE OF THE SUMP. SUMP SENSOR <br />TO BE PLACED INSIDE OF FRP SLEEVE & REST ON THE TANK RIB. <br />9. PIPING TO BE INSTALLED PER NFPA 30A SECTION 5. CONTRACTOR TO <br />PROVIDE AT LEAST 4 FEET OF STRAIGHT FRP PIPE RUN BEFORE THE FIRST <br />CHANGE OF DIRECTION. <br />iCl#.yS�79��:A741IN1�191RelGiG\IIC6741IIIIuP1bf/GY1» i1S1]II <br />11. THE PRODUCT PIPING REDUCER BOOTS MUST BE ORIENTED WITH THE TEST <br />PORT UP. <br />iF#�NSll6y��a <br />6 <br />z <br />z <br />w �- <br />zo�,q <br />wa O.T <br />NF3a <br />d <br />oNwi% <br /><X0 <br />82Ow <br />Nd <br />Z <br />0-- <br />0 <br />2z <br />®cc <br />W <br />W <br />QZ <br />0 <br />®Z <br />W <br />1 <br />SCALE: <br />1" = 1'-Y. <br />DRAWN BY: <br />GLZ <br />DATE: <br />1/25/2015 <br />PROJECT NO <br />CA -1098 <br />DRAWING NO. <br />T-5 <br />n <br />6 <br />z <br />z <br />w �- <br />zo�,q <br />wa O.T <br />NF3a <br />d <br />oNwi% <br /><X0 <br />82Ow <br />Nd <br />Z <br />0-- <br />0 <br />2z <br />®cc <br />W <br />W <br />QZ <br />0 <br />®Z <br />W <br />1 <br />SCALE: <br />1" = 1'-Y. <br />DRAWN BY: <br />GLZ <br />DATE: <br />1/25/2015 <br />PROJECT NO <br />CA -1098 <br />DRAWING NO. <br />T-5 <br />
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