HomeMy WebLinkAboutSystem Construction PlansLOCATION SKETCH
PARCEL ID#(s): 2311-411-0004-000-1
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
www.calisunshine.com
VICINITY SKETCH
CIVIL SITE PLAN
N.T.S.
(FOR REFERENCE ONLY)
F.D.E.P. EG2#15
EQUIPMENT DESCRIPTION
MANUFACTURER / MODEL
I. DOUBLE -WALLED UNDER6ROUND STORAGE TANKS
XERXE5 DIMT-III
200
2. DOUBLE -WALLED PRODUCT PIPE
APT XP
618
5. VENT PIPING
NOV DUALOY 5000
241
4. V 15PENSER 5UMP5
APT LMM-561'7-56
425
5. 5TP 5UMP5 - SINGLE WALL FIBER6LA55
PETROLEUM CONTAINMENT INC. PC455OU-502
205
6. DOUBLE -WALLED 5PILL BUCKET5
OPYV EDGE I0-5112D (FILL); I0-5112P (VAPOR)
108
I. MECHANICAL LINE LEAK DETECTOR
FE PETRO STP-MLD-6, 5TP-MLD-D
555
8. OVERFILL PROTECTION SYSTEM
OPW '7150-410-C
6q11
a. LEAK DETECTION CON50LE
FRANKLIN FUELING 5Y5TEM5 T5-550 EVO
652
10. D15CRIMINATIN6 TANK SUMP LEAK SENSOR
FRANKLIN FUELING 5Y5TEM5 FMP-DT5
652
11. DI96RIMINATIN6 D15PEN5ER SUMP LEAK 5EN50R
FRANKLIN FUELING 5Y5TEM5 FMP-DD5
652
12. TANK LEVEL INVENTORY MONITORING PROBE
FRANKLIN FUELING 5Y5TEM5 FMP-LL5-151
652
15, TANK INTER5TITIAL LEAK SEN50R
FRANKLIN FUELING SYSTEMS FMP-HI5-XL
652
PETROLEUM STORAGE AND DISTRIBUTION
SYSTEM CONSTRUCTION PLANS
Wawa #5380 (ORN ' )
Orange Ave. & Kings Hwy. (S..
APPLICANT:
WAWA, I N C
7022 TPC DR., SUITE 200
ORLANDO, FL 32822
(407) 408-6177
CONTACT: Scott Kearney, P.E.
EMAIL: Scott. Kearney@wawa.com
stillwater
TECHNOLOGIES
St. Lucie County,
PETROLEUM ENGINEER:
STILLWATER TECHNOLOGIES, INC.
1700 N, ORANGE AVE:., SUITE 100A
ORLANDO, FL 32804
(407) 206-7222; FAX (407) 206-7223
CONTACT: Rick Blecha, P.E.
EMAIL: rblecha@stillwatertech.com
Corner)
CODE REFERENCES:
• NFPA 30 (2018) - FLAMMABLE & COMBUSTIBLE LIQUIDS
• NFPA 30A (2018) - MOTOR FUEL DISPENSING FACILITIES
• PEI/RP 100-17 - RECOMMENDED PRACTICES FOR
INSTALLATION OF UNDERGROUND LIQUID STORAGE SYSTEMS
• NFPA 70, N.E.C. 2017
• FLORIDA BUILDING CODE (FBC) 2017 (6th Edition)
• FLORIDA FIRE PREVENTION CODE - 6th Edition
FLORIDA SAS DRAK Ns5
PASE=
DE 5CRIFTION
DATE
RE=\/.DtN%TE:
RE \/.DATE:
RE\/.DATE:
COVER SHEET
6-0.
(1-20,000 GAL. TANK IN/ 2-22,000 GAL.
Oct/08/14
12/01/18
07/51/lat
05/15/20
COMPARTMENTAL I ZED TANKS)
FLORIDA TANK DETAILS
6-1.
(1-20,000 6AL. TANK YV/ 2-22,000 6AL.
Oci/05/14
12/01/18
07/51/I01
2(0 1 "- C» G>ZS
COMPARTMENTAL I ZED TANKS)
6-2.
FLORIDA TANK DETAILS
(1-20,000 6AL. TANK W/ 2-22,000 GAL..
Oct/08/14
12/01/18
07/51/la
� �����
COMPARTMENTAL I ZED TANKS)
a L U C I E COUNT
6-5.
FLORIDA GASOLINE DETAILS
STACKED 8 DISPENSER LAYOUT
Oa/08/14
12/01/0
07/51/I0f
9000
05/15/20
6-4.
FLORIDA 6A5/DIE5EL SUMP DETAILS
Oct/08/14
12/01/1E5
07/51/ICt
FLORIDA
G-5.
GENERAL NOTES 4 LEGEND
(1-20,000 GAL. TANK W/ 2-22,000 GAL.
O4i/08/14
12/0I/118
07/51/la
COMPARTMENTALIZED TANKS)
- DISTRICT
��
�r
6-(6.
FLORIDA CONCRETE DETAILS
STACKED 8
05/OS/IS
07/51/'I°�
'�
SY�I I,a
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SE
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STATE OF zz
NOV 10 2020
Date
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AS NOTED Oi/S 1 /I cl STILLNATER FA5
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7022 TPC DR., SUITE 200
ORLANDO, FL 32822
PHONE: 407-355-9958
fAX: 407-355-9987
(5 === 0
DRAWING NO.
I OF 7
-€HEET NO.
(
(TYP)
2" CLEARANCE TO
#4 x
(12) #4 x
oou:r orcrRV01R,
1 BUCKET (TYP.)
(16)#4x8'
M^ ""•" OLE
R TO REBAR TYP.
"D_� TANKFIELD REINFORCING DETAIL
CG-1 )SCALE: 1 /411 =1 '-0"
R Y4
1�0N0L 17H I C CUR
SCALE: NTS
FRP PULTREDED STRAP -
TO BE COORDINATED
AITH TANK MANUFACTURER
GALVANIZED %" X 15" JAW
5M RUBBERIZED
UNDERCOATING, (TYP)
TO JAA TURNBUCKLE \�
12" X 15" 4000 LE, PSI
CONCRETE A/ REBAR PER
TANK MANUFACTURER
SPECIFICATIONS
6" TANK MAT LENGTH = 40' FOR 20,000
GAL. TANKS, 42' FOR
22,000 SAL. TANKS
d 4 p
c 5/4" REBAR o
C ® d C D p p O
TANG HOLD Z�OV N SETAIL
6-1 SCALE: III _ 1 1-0 ii
d A 4
a
C d d
a
2" RAIN GAP
(DIESEL VENT)
3" VENT GAP
(GASOLINE VENT)
NOTE: ALL G,ALVANIZED
PIPING BELOW &RAVE
TO BE WRAPPED AITH
TANK STRAPS - SPACED
PITGHMASTIG.
PER MANUFACTURER
5" G,ALVANIZED
1
VENT (SASOLINE)
M N)
ACKNO=III
I FORGED TURNBUCKLE5 AND FRP
w TGHWLEDSEMENT
BM RUBBERIZED
PULTREDED STRAP; PROTECT WITH 5L5 I
�= I (-
UNDERCOATING
� ANODE PER TURNBUCKLE; WRAP AND
5" SALVANIZED SUPPORT
GOAT WITH PITCHMA5TIG. ALL ANODE
_I - 1/7-4 MIN. TS/T I -I LEAD WIRES TO TERMINATE AT TANK
(DO NOT PAINT)
OVERFILL ALARM SOX
I" G,RG FOR OVERFILL
I I I.. 22K 20K 22K I I I -I 5TP SUMP MANHOLE OF EACH TANK.
2" GALVANIZED VENT
ALARM
=III= GOMPART. REGULAR GOMPART. I I -III-
5'-O`
(DIESEL)
5" GALVANIZED
COUPLING,
III=III TANK UNLEADED TANK I=) I I REINFORCED CONCRETE DEADMEN
FOLD
I II
I I I I I L PER TANK MANUFACTURER SPEC.
5'ASIALVANIZED GAP
• ..
5-24
CONDUIT SEALOFF
SPARE
=I I 1=I (=I I=I I=I I=1 I=I - 20,000 OR 22,000 GAL DOUBLE
-=I
5 -O
I I
- I I FUTURE USE
-- M I N=I I I=I I I=1 I I=I 11=I I I=III=I I M I I=I I I=I I I I I WALL FIBERGLASS TANK UL 1516
11
LISTED 4 ALCOHOL COMPATIBLE
I
I I I b" IDEAL SHIELD
10'-6" O.D.
I
I I BOLLARD (2 TYP)
2" COUPLING,
MARAFI FILTER FABRIC 5 OZ/YD2; NON WOVEN NEEDLE PUNCH CONTINUOUS FROM ONE SIDE
Dfll
5" G,ALVANIZED VENT
TO OTHER; OVERLAP JOINTS BY 12„ (SITE SPECIFIC -VERIFY W/ PETROLEUM MANAGER)
5' X &' GONG. PAD
(SASOLINE)
5" AMERON 5000 L
(REGULAR UNLEADED) (MAIN)
TAN
U I
2 AMERON 5000
L (DIESEL)
3" AMERON 3000 L (E-FREE
L--
E55 UNLEADED) (T5)
6-1
/�
SCALE:
1/8" - 1 I-OII
2 5NING, JOINT-
S" SAING, JOINT
16" 12'
O.G. O.G.
Y I `lT
57Ar<
CHASE FOR FUTURE USE -
(4" APT DUCTING W/ FLEX
ENTRY BOOT BLANKS)
MONITORING HELL
PREMIUM PRODUCT LINES
(2)
10,000 GALLON
COMPARTMENT (115 OCTANE)
CHASE FOR FUTURE USE
FROM (TI TO T5)
(TO MPD'S)
REGULAR UNLEADED
PRODUCT LINES (2) 40 -0"
(TO MPD'S)
T3 (DIESEL)
10,000 GALLON
COMPARTMENT (UL5D)
UL5D PRODUCT LINE5
(2) 2'-0" (TYP.
5
ad],
5
ULTRA LOW SULFUR DIESEL
12,000 GALLON TANK
(UL5D)
END OF MONOLITHIC CURB
MONOLITHIC CURB
BRINE RESERVOIR
(TYPIGAL)(5)
T4 (RU L)
T2 (RUL)
5" AMERON 5000 L GASOLINE
VENT PIPING (MAIN HEADER 4
T5 VENT)
. 6'X6' VENT
I STACK PAD
MANIFOLD
UNLEADED 2G,000
GALLON
TANK (57 OCTANE)
PRODUCT CROSSOVER
2" AMERON
5000 L DIESEL
VENT PIPING
MONITORING WELL
END OF MONOLITHIC
CURB
E-FREE PRODUCT PIPING I15l-41 1 1 5'-41: 5'-4:: COMPARTMENT
CHASE FOR FUTURE USE (FROM T5 TO T5) (57 OCTANE)
CONSTRUCTION JOINT (TYP.) CONTROL JOINT
(SEE DETAIL) (SEE DETAIL)
NOTES:
I. TANK(5): SHALL BE UNDERWRITERS LABORATORY LISTED (UL-151(o) AS GALLED FOR ON THE SITE SPECIFIC
DRAWING OR AS DESIGNATED ON THE SUPPLEMENTAL CONDITIONS AND SHALL BE DOUBLE WALL TANKS OF
FIBERGLASS REINFORCED PLASTIC (FRP). INSTALLATION OF TANKS $ PIPING SHALL BE IN ACCORDANCE IN/ THE
LATEST EDITION OF THE INSTALLATION SPECIFICATION AS PROVIDED BY WAWA, INC. s MANUFACTURER'S
INSTRUCTIONS.
2. PRIOR TO TE5TING, PETROLEUM CONTRACTOR SHALL VERIFY TIGHTNE55 OF MANWAY BOLTS. VERIFY 5OLT5
TO BE SET PER MANUFACTURERS TORQUE 5ETTIN65 $ APJU5T AS REG. (TYP.)
5. SEE SHEET 4 FOR EXACT LOCATIONS OF SUMP PIPE ENTRANCES.
4. SEE SHEET 2 FOR SPECIFIC TANK DETAILS.
A � TANiG F I ELD LAYOUT
6-I SCALE: 1/8
5
0
v����l��i�l�����ll'�Gi14'
p
7
SCALE: S/Q" = 11-0II
stillwater
TECHNOLOGIES
'0"
NJ
5000 L
4T)
5000 L (SAS
_ No. 50 1 7
E STATE F
'rod®A� '�t o RID P 'r "�
'9/ONA � /,� ,�
III
NOV 10 2020
Date
X\ �. ®R
OR E S
DEADMAN BURIAL
Wawa
� �'
WATER AT GRADE
JWL
03/3.In4
a ZC company
TANK DATA
INSTALLATION
NOM. CAP. (GAL,)
22000 ( 12k x IOk)
TOTAL COVER INCLUDING SOIL &
4.50
TYPE (SINGLEWALL=I,DW-3)
3
TOP :SLAB (FT)
DRY-1; WET=2
2
TOP SLAB THICKNESS (IN)
8.00
NOM. TANK DIA, (FT.)
10
TOP SLAB L:ENGTI-1(FT)
46.00
****************************+* x****a **********
TOP SLAB WIDTH (FT)
13.33
PROD. STORED (GAL)
0
DEADMAN LNG (FT)
42.00
SPEC. GRAV. USED
1.00
DEADMAN WID (IN)
18.00
BRINE FILL (GAL)
224
DEADMAN THK (IN)
12.00
SAFETY FACTOR'
OF 42" DIAMETER SUMPS
4
DOWN FORCE/UP FORCE =
T.47 :1
TOTAL WEIGHTS
DOWN FORCES
CONCRETE WEIGHT
47070.22 LBS.
BACKFILL WEIGHT
23712L83 LBS:
TANK WEIGHT
11500.00 LBS.
PRODUCT WEIGHT
0.00 LBS.
TOTAL DOWN FORCE-----
295692,05
LBS.
UP FORCES
TANK DISP. FORCE
200517.43 LBS.
TOTAL UP FORCE-----
200517.43
LBS.
WORKSHEET
TANK DATA
SHELL DIAMETER--- ---------
10.00 FT. *
ACTUAL CAP (GAL)
22176.00
SHELL LENGTH - --- ---
31.90 FT. *
TANK WT. (LBS.)
11500.00
DOME PROJECTION----------
5.00 FT. *
O.A,L. (FT.)
41.90
MID POINT HEIGHT- ---------
8.83 FT.
NUMBER OF RIBS
25.00
COLUMN HEIGHT--------------
13.83 FT:
RIB VOLUME ------------------
2631,00 CU. IN.
DOME A. (SQ FT)
78.54
DOME VOL. (CU FT)
52160
REINFORCED CONCRETE VOLUMES (CU.FT.1
TOP SLAB--------- ---------
408.89
DEADMEN
1.26.00
FORCE = VOL. X 88 LBS/CF
35982.22
FORCE (LBS) = VOL. X 88 LBS/CF
11088.00
TOP SLAB & DEADMEN FORCE 47070.22
LBS.
BACKFILL VOLUMES (CU. FT.)
OVER TANK SHELL-
1417.39
OVER DEADMEN
1743.00
OVER TANK DOMES----- ----
431,97
END WEDGE
359,07
TOTAL WET VOLUME
3952.03
FORCE = VOL. X 60 LBS/CF
237121.8331
LBS:
BUOYANCY
SHELL VOLUME---- 2652.62 CUBIC FT.
DOME VOLUME--- ---- 523.60 CUBIC FT.
RIB VOLUME ---- ----- 38.06 CUBIC FT.
TOTAL VOLUME 3214 29 CUBIC FT.
VOL X 7.48 GAL/CUTT,
24042 86 GALLONS
FORCE = GAL X 8.34 (LBS./GAL.) 200517.43
LBS.
<
XCIRRX,"Es
DEADMAN BURIAL
WAWA
WATER AT GRADE
,IWL
II/ oni
a company
TANK DATA
INSTALLATION
NOM. CAP. (GAL.)
20000
TOTAL COVER INCLUDING SOIL &
TYPE (SINGLEWALL=I;DW=3)
3
TOP SLAB (FT)
4.50
DRY=1, WET=2
2
TOP SLAB THICKNESS (IN)
8.00
NOM. TANK DIA. (FT.)
1.0
TOP SLAB LENGTII (FT)
40.00
**+ ********4 xx ********* x ******** u*** x** ** x**** x
TOP SLAB WIDTH (FT)
13.00
PROD. STORED (GAL)
0
DEADMAN LNG (FT)
40.00
SPEC. GRAV. USED
1.00
DEADMEN WID (IN)
18.00
BRINE FILL (GAL)
194
DEADMAN THK (IN)
12.00
SAFETY FACTOR
# OF 42" :DIAMETER SUMPS
2
DOWN FORCE/UP FORCE =
1.57 :1
TOTAL WEIGHTS
MOWN FORCES
CONCRETE WEIGHT
41066.67 LBS.
BACKFILL WEIGHT
224301.69 LBS:
TANK WEIGHT
8900.00 LBS.
PRODUCT WEIGHT
0.00 LBS.
TOTAL DOWN FORCE-----
274268.36
LBS.
UP FORCES
TANK DISP_ FORCE
175216.07 LBS.
TOTAL UP FORCE-----
175216.07
LBS.
WORKSHEET
TANK DATA
SHELL DIAMETER--- ---------
10.00 FT. *
ACTUAL CAP (GAL)
19782.00
SHELL LENGTH-----------------
27.73 FT. *
TANK WT. (LBS.)
8900.00
DOME PROJECTION----------
5.00 FT. *
O.A.L. (FT.)
37.73
MID POINT HEIGHT----------
8.83 FT. *
NUMBER OF RIBS
22.00
COLUMN HEIGHT-------------
13.83 FT.***
**4 z*x *********** x z** z* x**
RIB VOLUME - ---------- -------
2631.00 CU. IN..
DOME A. (SQ FT)
78,54
DOME VOL. (CU FT)
523.60
REINFORCED CONCRETE VOLUMES (CU. FT.)
TOP SLAB------------------
346.67
DEADMEN
120,00
FORCE = VOL. X 88 LBS/CF
30506.67
FORCE (LBS) = VOL. X 88 LBS/CF
10560.00
TOP SLAB & DEADMEN FORCE 41066.67
LBS.
BACKFILL VOT.ITMES LCU. FT.)
OVER TANK SHELL------------
1286.73
OVER DEADMEN
1660.00
OVER TANK DOMES---------
43 L97
END WEDGE
359.67
TOTAL WET VOLUME
3738.36
FORCE = VOL. X 60 LBS/CF
224301.69
LBS.
BUOYANCY
SHELL VOLUME ----
2251.61 CUBIC FT.
DOME VOLUME --------------
523.60 CUBIC FT.
RIB VOLUME ---------------
33.50 CUBIC FT.
TOTAL VOLUME
2808.71 CUBIC FT.
VOL X 7.48 GAL/CUTT.
21009.12 GALLONS
FORCE = GAL X 8.34 (LBS./GAL.)
175216..07
LBS.
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ST. LUC I E COUNTY,, FL_
(I)-201000 69AL. TANI< Val/' (2)-22,000 COAL_.
GOMFARTMENTAL_ I M-D TANGS)
SCALE DA TE: DRAWN B `✓.• CHECKED BY -
AS NOTED 01/5 1 /1 1 1 STILLNATER FAE3
t4awa
7022 TPC DR., SUITE 200
ORLANDO, FL 32822
PHONE: 407-355-9958
fAX: 407-355-9987
0 ===
DRAWING NO.
2 OF -1
SHEET NO.
4" DIA. FRP OR SGH. 40 PVC, RISER BRINE HYDROSTATIC RESERVOIR 2 HIGH GROWN TYP.
SENSOR COMMUNICATION TO TL5-350R AROUND ALL OFIENINC75 4" DIA. I=RP OR SGH. 40 PVC RISER -- BRINE HYDROSTATIC RESERVOIR
SENSOR COMMUNICATION TO TLS-550R �� MONITORING SYSTEM (TYP. 3) .020 SGHD 40 PVC SLOTTED „
PE. .020 SLOT TO A�(ONITORING SYSTEM (TYP. 3) 2 INTERSTITIAL TURBINE
2 G GRO P.
AROUND ALL OPENINGS HYDROSTATIC 5EN50R V4ELEXTEND 12" MIN. BELOW � SPILL MANHOLE
4 -6 AVERAGE BURIAL
4'-6" AVERAGE BURIAL SPILL CONTAINERS (ALL BOTTOM OF TANK $ WITHIN DEPTH AS MEASURED AT
2' FROM FINISH GRADE CENTER OF TANKS. ANY HYDROSTATIC SENSOR -
DEPTH AS MEASURED AT TANKS) CENTER OF TANKS. ANY DEVIATION FROM THIS DEPTH
DEVIATION FROM THIS DEPTH TO BE APPROVED BY SPILL CONTAINERS (ALL
TO BE APPROVED BY CORROSION 3M PROTECTION CONSTRUCTION MANAGER TANKS)
CONSTRUCTION MANAGER TAPE TANK FIELD ONLY PRIOR TO TANK
-NR51NE
SETTING ACTIVITIES. ONLY. PRIOR TO TANK OBSERVATION VAPOR FILL
SETTING ACTIVITIES. TURBINE VAPOR FILL ILL VAPOR TURBINE
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(SEE CIVIL DRAWINGS) I N-TANK GAUGE PROBE W/
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FEO 2 H.P.
FE-PETRO 2 H.P. OOO(HOLD 4 -6 OF_ 20,000 GALLONSUBMERSIBLE PUMP —DROP TUBE BOTTOM)(HOLD 4 -6" OFF 10,000 GALLO 22000 GALLON SET AT a5% DOUBLEWALL
COMPARTMENT DOUBLEWALL UNDERGROUND OpU0"HO�O�ca-a
30
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12,000 GALLON U o
FIBERGLASS = O O
COMPARTMENT O_pTo
OOo"
4 BAGKFILL (TYP.) MAX. GRAVEL BED 4" TO 22.5-STORAGE TANK oPEA GRAVEL BED
4 BAGKFILL (TYP.) 6"MAX. 09
22.50o �OOop OQ0°0 O
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°° ° ° 0 ° 0 ° pr)
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Y�(��a�a1a�a8p�op"4
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-
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Q ocV 4 5 9 10 13 141 1516 15 1'4 10 5 4 322 21 20 19 18 _ 3 6 7 :16 1718 19 2017 413 � 9 8 7 6 2 1 2 8 -A _ IJ
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10'-4 O.D. RIBS �J10-0O.D. SHELL Q 10 -4" O.D. RIBS
10f-0" O.D. SHEL
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GUIDE cli
GUIDE
LUG LUG GUIDE GUIDE
LUG LUG
5 2 7 834 9 15 16'� 17'18I110 9
-4 "(TYP) -5 422 21'20I'19 18I17 16;�1�14 13I ;'4 11 10 9 8 7 6 32 12
6 120
1'-41 41'-10J" REVIEWED
C,0IvFA TvENTALIZFD TAN< ELEVATION SHOlNINC57 STR F SFASINO TAN< ELEVATION SHOWINC9 ST AF SFAG1NC-6"
COMPLIANCE .
�—SCALE: 1/4"=1'-0" G SCALE: 1/4=1'-0ST. LBOCUCIE COUNTY
o TANK DETAILS
MAN=
VIIIIIIIiA�NA, ORAN6F AVE. (�) <N65 H�N%r. Wawa
'��ztc� r' `
7022 TPC DR., SUITE 200Stillwater(S.�. CORNER
WwwoTECHNOLOGIES ORLANDO, FL 32822
No. GT. LUGI COUNTY/ FL PHONE: 407-355-9958
fAX: 407-355-9987 w1700 N. Orange Ave.
Suite 100A TATE F LUUjJ()-20,000 &AL. TAN< V�/(2°1-22/000 CGL.
Orlando, Florida 32804 G01,IFART ENTALI.Zr= TAN<S)A (407) 206-7222 (407) 206-7223 fax `�� ®N� t VN o, o� v —
°� Uj SCALE DA TE.• DRA 64/N B "Y. CHECKED B Y.•
__- FL. Cert. of Auth. #8326 DRAWING N0.
M o a
NOV 10 2020 CD AS NOTED 0/51/1ci STILLAATER FAE3 3OF-7
STILLWATER PROJECT #464-182 DateDate M N o SHEET N0.
Z --
w........ 0602
NOTES , .
I. SITE PLAN RELATED ITEMS DISPLAYED HAVE ! . �?\
BEEN BASED ON SITE PLANS PREPARED BY ZONING,
STEVE DOBBS DATED 04/021/20. D USE-,
@ X °
2. FINAL LOCATIONS OF DIESEL AND 1 { �_o °
ETHANOL —FREE DISPENSERS TO BE VERIFIED �'
u,^
WITH WAWA PROJECT MANAGER. CONFIRM
LOCATIONS OF 4+1's AND 5+1+1'5. 0
NINE1
.. 4
5. VERIFY ALL PIPING WITH WAWA PROJECT VENT LINES 3" GALVANIZED VENT STACK FOR
MANAGER PRIOR TO INSTALLATION. GASOLINE (2" GALVANIZED VENT STACK FOR
DIESEL) ABOVE GRADE, 3" RIGID DOUBLE WALL
1N ink,
_. �...�ll
��..�:���� ::_. FIBERGLASS FOR GASOLINE (2 FOR DIESEL)
— ___ ii BELOW GRADE. PER MANUFACTURER'S
c € I I
II ? \.,�
INSTRUCTIONS, TERMINATE SECONDARY W/ FRP
TERMINATION FITTING. SET MIN 5'BEHIND
_. CURB. INSTALL (2) 6" IDEALSHIELD BOLLARDS r��r'
.:,.... v I FRONT
\\ N F NT OF VENT STACK IN PVC
SLEEVE (PER
"? \��� SPEC). SET IN V X 6CONCRETE PAD.
.......sl E
RUMMM
i;�`'fi` i✓''� ' � � 3 3
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DI EXTERIOR. CONFIRM
GT IU10CATION WITH OWNER i
LOAC)ING ZONE
i
1,44 ...
TNrF I GAL_ P I F I NCG RUNS
6-5SCALE: I I = SO 1_p 11
Ao�T4�A .
9 f . 3 4,
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E Mf'L�g 11° '3�;T5
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F
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Ill I ! I F `• LABEL Cr.419
4 p BY FUELIN(
II F IN
•
I,II 15 1 � (EI. UEL t
€ It
. 16 BOLLA \
WMIIN
LOGATIO
MULTI -PRODUCT
D I SPENSER (Tyr)
ETHANOL FREE MPPS
BOLLARD; 6" IDEAL TRASH 5TAINLF-55 STEEL OVAL ISLAND
SHIELD BOLLARD (TYP) UNIT (T1'P.) FORM PER SPEC (CAULK)
4'-102" 4'-10]"
5'-5" 41_I I I Iall
V _�
_ STORE
o
❑ ct�
DI5PEN5 R "A" _
M� O SIDE
\J M 40"
/ MIN.
CLEAR
2' 5' 2'
REGYGL.E FIRE EXTINGUISHER HOUSING
UNIT (TY'P.) (WAWA SUPPLIED) TO BE
SPILL CONTAINMENT KIT (ONL)" AT INSTALLED BY PETROLEUM
END POSITIONS — 2 TOTAL PER SITE) CONTRACTOR (TYP)
NOTES:
I. VERIFY WITH BUILDING/ CANOPY DRAWINGS BY ARCHITECT NOT FOR CONSTRUCTION)
2. BOLLARDS BETWEEN DISPENSERS SHALL BE PROVIDED AT END POSITIONS ONLY (VERIFY PLAN WITH LAYOUT).
('E_3_� ISL_ANI�) PLAN
1\1� - ja 5(fALE:
FIRE EXTINGUISHER
HOIJSI146 (WAWA SUPPLIED)
TO BEIN5TALLED BY
45" TO TOP OF PETROLEUM CONTRACTOR
FIRE EXTINGUISHER TRASH
(TYP) UNIT
RECYCLE
UNIT
14'
SPILL CONTAINMENT KIT �11
ONLY AT END POSITIONS MIN.
(2 TOTAL PER SITE) CLEAR
(TYP)
4'-1011 �41-2" '-2"-- 4'-l011
(TYP) _ (TYP)
21-0
SEE NOTE 2 SEE NOTE 2
IDEAL SHIELD
BOLLARD COLOR: DISPENSER SIDE "A"
RED
I. REFER TO BUILDING/ CANOPY DRAWIN65 BY ARCHITECT (NOT FOR CONSTRUCTION)
2. CURB REVEAL TO BE 6" AT CENTER OF 15LAND FORM (No MORE, NO LESS)
5. BOLLARDS BETWEEN DISPENSERS SHALL BE PROVIDED AT END POSITIONS ONLY VERIFY PLAN WITH LAYOUT).
C CANOf="%' ELEVATION
15/1
4"
ASPHALT
^� N
�.,.
u�,
I,
CONCRETE
GLEAN
APPROVED
BACKFU I Ll_
O,J
FIFE TREG
NH SEGTION
NOT TO SGALE
STORE >
6"CONCRETE
6" STONE BASE
2' AS SPECIFIED ON
B'-5" 51TE PLAN PAVING
DETAIL
PAST EDGE OF CANOPY
VERIFY YV SITE PLAN)
61LBARCO
ENCORE '700
DISPENSER
ENCORE 5L
DISPENSER
DOUBLE POPPET -
MALE SHEAR VALVE
(ALIGN WITH TOP OF
ISLAND)
STABILIZER BAR KIT —
DISCRIMINATING
D 15PEN5ER PAN SENSOR.
^
D 1 SPENSER SUMP
(ENCORE)
BY—PASS TUBE —
NOTES:
I.) SEE SHEET 67-5 FOR TABLE
WAWA SUPPLIED MATERIAL FOR
SPECIFIC PART IDENTIFICATION.
WICK CONNECT SWIVEL
GLAMSHELL FITTING — 2"' XP
SERIE5
2" SECONDARY
TEST BOOT
SIDE VIEV�
E�)ISF NS R SUMF — INLINE
G-✓ / SCALE: 5/411 = I I-01I
DISPENSER
STABILIZER BAR KIT
S S CONNECTOR
S.S.FLEX CONNECTOR
N/ 2" X 2" X I JI/211
QU I GK CONNECT
FITTING
,,-- 4" CORRUGATED
DUCT (RETRACTABLE
ONLY)
2" XP SERIES
SECONDARY
CONTAINED PIPE
2" DUCTED ENTRY BOOT
NOTES:
I.) SEE SHEET 6-5 FOR TABLE
WAWA SUPPLIED MATERIAL FOR
SPECIFIC PART IDENTIFICATION.
YV 2" X I Y2" DOUBLE POPPET -MALE
N/ 2'° X IGK CONNECT SHEAR VALVE (ALIGN
FITTING WITH TOP OF ISLAND)
DISCRIMINATING CONTRACTOR TO
D I SPENSER PAN PROVIDE PURGE
SENSOR VALVE PER WAWA
FUEL EQUIPMENT
R 1 A • <I
DEPARTMENT
DISPENSER 2" XP SERIES
SUMP (ENCORE) SECONDARY
QUICK CONNECT --__ i CONTAINED PIPE
SWIVEL GLAMSHELL
FITTING - 2" XP SERIES I
4" CORRUGATED
2" SECONDARY TEST I DUCT (RETRACTABLE
BOOT ONLY)
APT TEST K I T
\ / I ^ I 2" DUCTED
S 11l I Y `I ENTRY BOOT
rff� CISFENSER SUMF—7ERM1NA71Nr_9
Li-5 / Sr-.,ALE:11 =I Ip II
DIESEL INLET (4+1 M.P.D.)
PRODUCT SHEAR HIGH PRODUCT (15
VALVE OCTANE) I NLET
LOW PRODUCT 07
2"x2" S.S. OCTANE) INLET
CONNECT FITTING
• (2) 5/4" CONDUITS
(2) 5/4" CONDU I T5 —�� _ _ _ VEEDER ROOT
PONER/DATA — I NTERCOM/MUZAK
5.5.FLEX CONNECTOR N/ 2" X
2" X I Y2" QUICK CONNECT
D 1 SPENSER SUMP FITTING
(ENCORE) USE 2" S.S. SPOOL FITTING
TO MAINTAIN E-FREE
� PRODUCT RUN
HUSKY I" SAFETY APT-GLAMSHELL
BREAKAWAY GOUPL I NG
FITTING
NOTES:
" DIAMETER Ho5E 1.) INSTALL DISPENSER IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
2.) VERIFY ALL PRODUCT INLETS FOR SPEC I F I G TYPE OF DISPENSER BEING INSTALLED
PRIOR TO DRILLING SUMP ENTRY BOOT ACGE55 HOLES
PRESsuRE 3.) SEE SHEET 6-5 FOR TABLE WAWA SUPPLIED MATERIAL FOR SPECIFIC PART
ACTIVATED AUTO IDENTIFICATION.
NOZZLE 4.) E-FREE PRODUCT RISER HILL NEED TO TIE INTO THE MPD INLET PER MANUFACTURERS
INSTRUCTIONS.
HOSE SWIVEL (7'� I SF IDS R SUMF — SECT 1 ON V I � 64+0
DISPENSER—`- SCALE:
RAISED ISLAND
D15PEN5ER SUMP
(SEE DETAILS THI5
SHEET)
DISPENSER
J PROFILE
6-5 NOT TO 5G/iLE
stillwater
TECHNOLOGIES
a I
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SIONiL
NOV 10 2o20
Date
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w w w
Ln C3 C7
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(4) 15/16 X 1-7/16
ANCHOR BOLT SLOTS
5/4" CONDUIT FOR POWER
AND 2 WIRE
3'—O
2'-43�411
1 1/2" NPT PRODUCT INLET
COUPLING (TYP.) VERIFY
LOCATION FOR SPECIFIC
M.P.D.
(� 5/4" CONDUIT FOR
INTERCOM / MUZAK
=1 _I
CS
I � 5/4" GONDU I T FOR DATA
5/4" CONDUIT FOR ATG ".� ",.� a
1 1 /2" NPT PRODUCT INLET /8 I" NPT VAPOR COUPLING
COUPLING (TYP.) VERIFY
LOCATION FOR SPEC I F I C
M.P.D.
1gOTE5:
I. CONTRACTOR 15 RESPONSIBLE FOR CORRECT ORIENTATION OF THE STUB— UP'5 TO THE
D I SPENSER.
2. "STUB — UP" FROM HEADERS MUST MATCH LOCATION SHOWN IN THIS PLAN TO MATCH D15PEN5ER"5
INTERNAL CONFIGURATION.
�.
NORIENTATION WITH WAWA FUE DEPARTMENT.
3. CONTRACTOR TO VERIFY DIESEL DISPENSER L
'
I I C� UNDER D I SPENSER CONTAINMENT
4. D I MEN51 ONS SHOWN IN THE ��I EW ARE TO BE USED FOR 5 Z N U
AND CONCRETE CUTOUT CLEARANCES.
5. USE CONDUIT KNOCKOUT IN METAL SUMP TOP FOR PLACEMENT OF DISPENSER CONDUITS.
6. VERIFY ALL PRODUCT INLETS FOR SPEC I F I G TYPE OF D I SPENSER BEING INSTALLED PRIOR TO
DRILLING SUMP ENTRY BOOT ACCE55 HOLES
D I SPENSER 5ASE 17 I DENS I ONS
SCALE: 5/4"4-011
STABILIZER p 2" XP SERIES SECONDARY
BAR _' g CONTAINED PIPE
5/4" POWER TO
DISPENSER JUNCTION BOX 4" CORRUGATED DUCT
5/4" DATA TO (RETRACTABLE ONLY)
DISPENSER JUGNTI ON BOX
2" DUCTED ENTRY BOOT
® ® ® QUICK CONNECT
GLAMSHELL COUPLING
a>
5/4" INTERGOM/MUZAK
3/4" VEEDER ROOT TO
D 1 SPENSER SUMP GLASS I JUNCTION BOX
(ENCORE)
APT SECONDARY
SECONDARY TEST BOOT ~ ~ ~ ~ BY-PA55 TUBE
PRODUCT SHEAR VALVE
NOTES:
1.) SEE SHEET (5-5 FOR TABLE NANA SUPPLIED MATERIAL FOR SPECIFIC PART
IDENTIFICATION.
2.) VERIFY ALL PRODUCT I NLET:5 FOR SPECIFIC TYPE OF DISPENSER BEING INSTALLED PRIOR
TO DRI LL I N6 SUMP ENTRY BOOT ACCESS HOLES.
3.) E-FREE PRODUCT RISER WTI L,/L NEED
I TO TIE INTO THE MPD INLET PER MANUFACTURERS
INSTRUCTIONS. PLAN Y I E Y `I,
6 E�) I SF NSER SUMF I;)F—TA I L_ — I NL. I NE (5+1+1)
DIESEL INLET E—FREE INLET
PRODUCT SHEAR HIGH PRODUCT M5
VALVE OCTANE) INLET
(2) 5/4" CONDUITS — — —
I r
LOW PRODUCT (5-7
PO4NER/DATA OCTANE) INLET
DISPENSER SUMP (2) 3/4" GONDU I TS
(ENI�ORE) _ — VEEDER ROOT
I NTERCOM/MUZAK
5.5.FLEX CONNECTOR N/ 2" X
2" X I Y2" QU I GK CONNECT
FITTING
REVIEWED FOR
APT-GLAMSHELL E COMPLIANCE
NOTES: COUPLING S T, CI CAI NTY
1.) INSTALL D 1 SPENSER IN ACCI'VRDANCE W 1 TH MANUFACTURER'S INSTRUCTIONS. °''
2.) VERIFY ALL PRODUCT INLETS FOR SPECIFIC TYPE OF DISPENSER BEING INSTALLED
PRIOR TO DRILLING SUMP ENTR: l BOOT ACCESS HOLES
3.) SEE SHEET 6-5 FOR TABLE NANA SUPPLIED MATERIAL FOR SPEC I F I G PART
IDENTIFICATION.
4.) E-FREE PRODUCT RISER WILL_ NEED TO TIE INTO THE MPD INLET PER MANUFACTURERS
INSTRUCTIONS.
I�) I SF NS R SUMF — SECTION V I kN (5+1+1)
\,G-S/ SCALE: 5/411= 11_p11
D FENSER DETAI L_Cj - STACKED 8
V�AV�A, ORANGE AVE:. @) <INC�S HK*'. wa
(SA. `rORNER) 7022 TPC DR., SUITE 200
ORLANDO, FL 32822
ST. LUC I E C0UNTY FL PHONE: —3555-9
/ fAX: 407-355-9987
(I)-20,000 65AL. TANG N1 (2)-22,000 COAL.
GOMFAf'TMENTAL I ZEZ'� TANGS)
SCALE DA TE,, Dk'A WN B Y. CHECKED B Y-
DRAWING NO.
AS NOTES 07/51 /11 571LLVN A7ER FA5 40F'7
SHEET NO.
BRINE RESERVOIR
SUMP
ELECTRICAL SEAL OFF;
INSTALL CONDUIT FROM
BOTTOM OF SUMP-7 ,
3/4" RG
ELEGTRIGAL
CONDUIT
4" PLASTIC—/
RISER GAP KIT
EVO INTERSTITIAL
MONITORING SENSOR
NOTES:
I.) SEE SHEET 5 FOR TABLE WAWA
SUPPLIED MATERIAL FOR SPECIFIC
PART IDENTIFICATION.
GLA55 I JUNCTION BOX
A�), PL,4N VIEW -BRINE RESERVI OR
67-4) SGALE: 1 " = 1'-O"
NOTE: CONDUIT
(PAR, VR, SPR)
I RG ELECTRICAL
CONDUIT (SPARE)
GLASS I
JUNCTION BOX
2" XP SERIES
SECONDARY
4TAINED PIPE-1
2" DUCTED
ENTRY BOOT
APT GLAM5HELL
COUPLING
FE PETRO 2 HP
SUBMERSIBLE PUMP
4" CORRAGATED
DUCT (RETRACTABLE
ONLY)
2" DUCTED ENTRY
BOOT
2" SECONDARY
TEST BOOT
DISCRIMINATING TANK
SUMP SENSOR
5/4" RG ELECTRICAL
CONDU I T
5" FIBERGLASS SLEEVE
2" BALL VALVE
10' MAG INVENTORY
PROBE
3.0 GPH MECHANICAL
LEAK DETECTOR
L BLANK (TI TO T4 ONLY)
NOTE: A_
REFER TO VIEW G-1
FOR CHASE LOCATIONS
CHASE FOR FUTURE USE
NOTES:
BLANK I.) SEE SHEET 6-5 FOR TABLE
(TI TO T3 ONLY) WAWA SUPPLIED MATERIAL FOR
SPEGIFIG PART IDENTIFICATION.
I" RG ELECTRICAL BLANK (TI TO T2 ONLY)
UIT (POWER) OND
SUIMF FLAN V I E�N - TAN<
G-4 SCALE: I = I'-0"
NOTES:
1) SEE SHEET 6-5 FOR TABLE WAWA 5UPPL I ED MATERIAL FOR SPECIFIC PART
4" CORRUGATED
DUCT TO T3
T3 PRODUCT
PIPING
(2" APT XP PIPING)
DISCRIMINATING TANK
SUMP SENSOR -�
I" RG ELECTRICALS
CONDUIT (SPARE)
3" FIBERGLASS SLEEVE
5/4" RG ELECTRICAL
CONDUIT (LOW
VOLTAGE) 4w—
JUNGTION BOX
GLASS I
ENTRY BOOT
APT CONDUIT
1 " RG ELECTRI GAL —�
CONDUIT (POWER)
2" DUCTED
ENTRY BOOT
T3
PRODUCT
PIPING
(2" APT XP PIPING)
4" CORRUGATED
DUCT TO TI
BLANK CHASE FOR FILL 4" TOP GAP AND FILL
FUTURE USE CONNECTION ADAPTOR
4" CORRUE'PATED °
DUCT TO T.2 d
d ° d d
BLANK CHASE FOR °
FUTURE USE:
10' MAG INVENTORY
PROBE
NOTES:
I.) SEE SHEET 6-5
FOR TABLE WAWA
SUPPLIED MATERIAL
FOR SPECIFIC PART
IDENTIFICATION.
GLASS I JUNCTION BOX
;�-..
42" MANII 8
SKIRT
\
10' MAG INVENTORY
- PROBE
FE PETRO 2HP
NOTES:
DOUBLE77-WALLED
APT CONDUIT SUBMERSIBLE PUMP
I.) SEE SHEET 6-5
SPILL BUCKET
ENTRY BOOT
E
FOR TABLE WAWA
All
1
SUPPLIED MATERIAL
�?!6 FE PETRO 2HP
FOR SPECIFIC: PART
2" DUGT3=D '-
SUBMERSIBLE PUMP
IDENTIFICATION.
4" GALVANIZED
ENTRY BOOT �I
APT QUICK. CONNECT
METAL RISER WITH
2" XP SERIES
GLAMSHEL.L COUPLING
3M CORROSION
SECONDARY CONTAINED
PROTECTION TAPE
PIPE —
0
4" CORRUGATED
11
DUCT O
T5 FOR
2 BLANK SECONDARY
4" CORRUGATED _ 2" BALL VALVE
TEST SOOT FUTURE USE
DUCT (RETRAGTIBILE DISCRIMINATING TANK
ONLY) r
4"CORRU6ATED DUCT
�— BUNG HOLE
SUMP SENSOR
(RETRACTIBILITY ONLY)
NOTE: NOTES:
REFER TO VIEW G-1 I.) SEE SHEET G-5 FOR TABLE
FOR CHASE LOCATIONS WAWA SUPPLIED MATERIAL FOR
SPECIFIC PART IDENTIFICATION.
FLAN \,/ I DN - TAN< 5
6 4/ SCALE: I " = 1'-O"
NOTES:
I .) SEE SHEET 5 FOR TABLE WAWA SUPPLIED MATERIAL
FOR SPEC I F I G PART
IDENTIFICATION.
2.) ONLY DUCTING WILL BE ADDED AND NO PRODUCT PIPING INSTALLED LJNLE55
DIRECTED BY A WAWA PROJECT MANAGER.
RG ELECTRICAL
5" FIBERGLASS SLEEVE
CONDUIT (LOW VOLTAGE)
DISCRIMINATING TANK
CONDUIT ---
SUMP SENSOR
ENTRY BOOT
I" RG ELECTRICAL
CONDUIT (POWER)
GLASS I
JUNCTION BOX
4 CORRUGATED
I" RG ELECTRICAL
DUCT TO TI ,
CONDUIT (SPARE)
BLANK CHASE FOR / \
FUTURE USE
10' MAG INVENTORY
SUBMERSIBLE PUMP
PROBE
FE PETRO 2HP
a
/
LEAK DETECTOR /
3.0 GPH MECHANICAL
T-4 PRODUCT
CROSSOVER PIPING
4" CORRUGATED
TO T2
/— DUCT TO 7-5
E 1 SUMP PLAN VIEW - TANK 4
0-4) SCALE: I " = I '-0"
BLANK CHASE FOR
FUTURE USE
NOTE:
REFER TO VIEW G-1
FOR CHASE LOCATIONS
IDENTIFICATION.
NOTES:
2.)
ONLY DUCTING WILL BE ADDED AND NO PRODUCT PIPING INSTALLED UNLESS
I.) SEE SHEET 6-5 FOR TABLE WAWA SUPPLIED MATERIAL FOR SPECIFIC PART
DIRECTED BY A WAWA PROJECT
MANAGER.
IDENTIFICATION.2.)
ONLY DUCTING WILL BE ADDED AND NO PRODUCT PIPING
INSTALLED UNLESS
10' MAG INVENTORY
BLANK
4" CORRUGATED
DIRECTED BY A WAWA PROJECT MANAGER.
PROBE
CHASE FOR
DUCT (RETRACTABLE
FUTURE USE
ONLY) FROM T-4
3" FIBERGLASS SLEEVE
FROM TI (T2
3/4" RG ELECTRICAL
ONLY)
CONDUIT (LOW VOLTAGE)
I" RG ELECTRICAL
CONDUIT SPARE
CONDUIT
ENTRY BOOT
II�IIIIIII
DISCRIMINATING TANK
4 CORRUGATED
SUMP 5E:N5OR
DUCT (RETRACTABLE
GLASS I
ONLY)
GLASS I
JUNCTION BOX
T-5 PRODUCT
� \
GROSSOV'ER PIPING
JUNCTION BOX
TO T4
I " RG
CONDUIT
�- ENTRY BOOT
4" CORRUGATED �----
10' MAG INVENTORY
DUCT TO T3 ,
PROBE
ELECTRICAL
3/4" RG ELECTRICAL
BLANK CHASE FOR /
CONDUIT
CONDUIT (LOW VOLTAGE)
FUTURE USE
3.0 GPH MECHANICAL
(POWER)
5" FIBERGLASS SLEEVE
o
LEAK DETECTOR
DISCRIMINATING TANK
Elo
APT CLAM5HELL
/
SUMP SENSOR
I" RG
FE PETRO 2 HP
COUPLING
\ o
I" RG ELECTRICAL
ELECTRICAL 1
SUBMERSIBLE PUMP
CONDUIT (SPARE)
CONDU I T
4" CORRUGATED
BLANK
(POWER)
DUCT (RETRACTABLE
CHASE FOR FUTURE USE
eQ
ONLY)
FROM T3 (T2 ONLY)
E-FREE PRODUCT
5.0 GPH MECHANICAL
E-FREE PRODUCT
PIPING
PIPING
LEAK DETECTOR
NOTE: '�`
2 "x2 "x "2 CROSS
REFER TO VIEW
FE PETRO 2 HP
FOR CHASE LOCATIONS
SUBMERSIBLE PUMP
NOTE: A
REFER TO VIEW G-1
FOR CHASE LOCATIONS
G SU1"--1f=
FLAN VI DN -
TAN<
:2
'_o��
-
F5U1�i� FLAN �I �W fi�N�K �
�-J-4SCALE:
I"= 1
6-4 SGALE: I
SILL RISER DETAIL
CG-4 i SCALE: I " = I '-0"
Y E I N T/ 4" TOP GAP AND SWIVEL
°. .dYAF0R a.
ADAPTOR
(FOR DIESEL
PROVIDE THREADED GAP)
add a
d
c
APT QUICK CONNECT
GLAM5HELL COUPLING -
J SUI�f SECT 1 ON - TAN< 112141$ 5
C-;-4 SCALE: I"
NOTES:
I.) SEE SHEET 6-5
FOR TABLE WAWA
SUPPLIED
MATERIAL FOR
SPECIFIC, PART
IDENTIFICATION.
10' MAC, INVENTORY
PROBE -
GLASS I JUNCTION
BOX
42 MANWAY $
SKIRT
— 2 HP
VARIABLE
SPEED 5TP.
2" BALL VALVE ON
OUTLET OF 5TP
NOTES: DOUBLE -WALLED
I.) SEE SHEET 6-5 SPILL BUCKET 2" DUCTED
FOR TABLE WAWA ENTRY BOOT
SUPPLIED MATERIAL =
FOR SPECIFIC PART 2" XP SERIES
IDENTIFICATION. SECONDARY " 5ECONDARY
4" GALVANIZED CONTAINED PIPE TEST BOOT
METAL RISER WITH
3M OORRO51ON
PROTECTION TAPE =1"'RIGID CONDUIT
VAPOR EXTRACTOR
VALVE/F I TTI N(5
BUNG HOLE
AMERON 3000
FIBERGLASS VENT
PIPING
\/ENT / VAFOfi� RISER DETAIL
FILL 1041 APPROPRIATE BONDING MATERIAL, THEN WRAP
ENTIRE JOINT Yil 4" MIN. FIBERGLA55 MATTING, RE51N 4
HARDENER TO TOP 8 BOTTOM JOINTS
-LOK ACCESS COVER
ADJU5TABLE
BODY R15ER
5T-LOK ACCESS COVER
UNIVERSAL
SUMP BASE
GUT HERE AND BOND IN
FIELD FOR 42" COLLAR
I N5TALLATI ON
TURF 1 NE SU1II-I INSTALL DETAIL r7-7
5GALE: I " = I'-0"
stillwater
TECHNOLOGIES
1700 N. Orange Ave.
Suite 100A
Orlando, Florida 32804
(407) 206-7222
(407) 206-7223 fax
'
FL. Cert. of Auth. #8326
STILLWATER PROJECT #464-182
,��\\\011 11110/1
�.° o.o 7
`� =
STATE OF 4
- _p
sP ef�a " fiLy0 R 4D P ° ,d�
f11111
NOV 10 2020
Date
4" CORRUGATED DUCT
(RETRACTABLE ONLY)
DISCRIMINATING
TANK SUMP 5EN50R
3" FIBERGLASS
SLEEVE
SUI�i� SECTION - TANK 5
SCALE: I" = I'-0"
BRINE o-IS" BUCKET
RESERVOIR 1 \
i 'r .
CODE COMPUANC
„r u '
SPILL
GONTA I NER5
----OBSERVATION
WELL
MIN. 2' SOLI D
PIPE FROM /-- EVO INTERSTITIAL
GRADE / SENSOR
(SGHDL 40-PVC) /
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awa
7022 TPC DR., SUITE 200
ORLANDO, FL 32822
PHONE: 407-355-9958
fAX: 407-355-9987
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DRAWING NO.
5 OF -r
SHEET NO.
General Notes
I. Petroleum Contractor shall furnish all Items with the
exception of the Items "Furnished by Wawa".
2. Contractor shall complete and furnish all documentation as
required by the Wawa representative at the time of the punch
list Inspection.
5. Operation is to be 24 hours, 7 days a week, attended in
accordance with NFPA 30A, Chapter 4 4 Chapter cl.
4. Interior E-stops at cashier positions are detailed on
Building Electrical plans, in addition to exterior E-stops shown
on these plans.
5. Wawa to provide the required labels 4 warnings detailed in
NFPA 309-5.2 4
6. Contractor must use only manufacturer approved tools for
installation of all piping 4 dispenser sumps. No use of hax
saws, hand saws, 5awzoll, utility knives, etc. will be allowed.
7. The Petroleum Contractor will furnish and Install seal off
fittings for the conduit at the canopy columns for connection by
the General Contractor. The Petroleum Contractor wlll epoxy
plug all seal off fittings as required in the electrical room, at
the dipensers, and canopy columns.
8. Petroleum Contractor will receive all Wawa supplied
equipment 4 will be responsible for any damage not Identified
to Wawa upon delivery. Petroleum Contractor to notify Wawa
Project Manager within 72 hours of receiving equipment.
a. The Petroleum Contractor will be contracted to complete all
tank Installation, petroleum underground piping, backflll, stone
subbase, fine grading 4 all electrical conduit rough In
assoclated with the pump and tank within time period
determined by the Wawa Project Manager. Concrete pour (for
the tank area, pump islands, and canopy areas), dispenser
installation 4 wiring wlll be scheduled during project wlth Wawa
Project Manager.
10. The General Contractor wlll layout tank pad, canopy pad 4
footer locations, excavate, form 4 pour footings for steel
canopy, Install canopy drain laterals from canopy columns to
storm sewer laterals, Install hose bibs at canopy area.
11. All manhole openings on the tank slab shall be installed with
a 2" x 18" run crown of concrete to prevent water intrusion
into the manhole.
12. All curbing surrounding tank slab shall be poured monolithic
In conjunction with tank slab.
Installation
All work to be coordinated wlth Wawa Project Manager,
General Contractor 4 Sub -contractors (Including coordination
of electrical conduit runs to the canopy
4 tank pads with the General Contractor).
All installation activities to be performed In strict accordance
with PEI "Recommended Practices for Installation of
Underground Liquid Storage Systems", PEI/RPI00-05, PEI
"Recommended Practices for Installations 4 Testing of Vapor
Systems", PEI-RP300-04
or most current PEI versions, manufactures installation manuals
for all products, state 4 local code 4 the specifications 4
notes contained In these drawings.
Any discrepancy between these sources shall be Identified 4
brought to attention of Wawa's representative before activity
is performed for resolution.
Contractor is responsible for all local permits. Contact Wawa
representative to verify that all required permits have been
obtained. Contractor portions of registrations for state
agencies shall be completed 4 given to Wawa's representative
upon completion.
Excavation
All excavation to be sized to provide minimum bedding
clearance 4 depth of burials o shown. (54" minimum from finish
grade to top of tank)
Contractor to adhere to all 05HA standards for excavations.
All excavations greater that 4 feet in depth are to be shored
In accordance with 05HA standard (201GRR 1926.650-652). Fall
Protection to be provided around tank excavation at all times
In accordance w/applicable 05HA regulations.
Prior to backfill 4 tank Installation, filter fabric shall be
Installed In accordance with applicable methods. Filter fabric is
determined by site specific requirements 4 use shall be
determined by Wawa Petroleum Dept.
Tanks
Tanks will be provided by Wawa 4 delivered to the site by the
manufacturer. Contractor Is responsible for scheduling
delivery via Wavia's representative, unloading 4 Inspection of
tanks. Any problems encountered should immediately be
disclosed to the Wawa representative 4 Wawa Fuel Equipment
Department before activity is performed
for resolution.
All tank handling 4 installation is to be In strict accordance
with manufacturer's "Installation Manual 4 Operating Guidelines".
All checklists Including shipping documents are to be completed
4 provided to Wawa's representative. Wawa requires the use
of a crane for all tank handling activities.
Tanks shall be installed with zero slope, dead level, with fills
towards curb side or as directed by Wawa's representative.
All manway bolts to be securely fastened prior to sump
Installation.
All brine levels to be adjusted to 7 1/2" after tanks have been
secured with hold down water.
Tanks shall be installed, backfllled to top of tank 4 filled with
water ballast the day they are delivered. Deviation from this
process must be authorized by Wawa's representative.
Scheduling is imperative to meet the process.
Tanks shall be U.L. listed (UL-1516) as called for on the site
specific drawing 4 shall be fiberglass reinforced plastic (frp)
doulble wall tanks. Installation of tanks 4 piping shall be In
accordance with the latest edition of the installation manual's
as provided the manufacturer. Prior to testing, the gasoline
contractor shall verify manway bolt tightness. Verify bolts are
set per manufacturer's torque settings 4 adjust as necessary.
Backf I I I
Wawo recommends that all back fill is to be Pea Gravel, naturally
rounded aggregate nominal 1/4" (1/8" min., 5/4" max) In size. Pea
6ravel is to be washed, free flowing, free of ice, snow and debris
4 conform to ASTM 0-55 par. cl.l, size numbers 6 through 8 of
Table 2.
When Pea 6ravel is not readily available crushed stone may be
used. The material is to be a mix of angular particles, sizes
between 1/8" and 1/2", and no more than 5% (by weight) of the
material mall pass through a #8 sieve.
The Contractor will provide Wawa's representative certification
from the supplier that the material conforms to A5TM 0-55 4 any
other applicable specification.
Disposal of Excavated Material
All excavated material Is to be treated as clean back fill,
removed 4 disposed by contractor.
Warva's representative must be notified immedlately If any
contaminated materials are encountered or suspected.
In the event contaminated material Is encountered, such material
is to be segregated by contractor 4 1,4111 be transported 4
disposed by third party.
Anchoring
All tanks are to be anchored as shown on drawings. Deadmen
may be field constructed or prefab as available from tank
manufacturer.
Contractor to use reinforced precast concrete deadmen, length
typically equal to the length of the tank, with anchor bolts to
correspond with straps.
All tank straps must be provided by tank manufacturer 4 Installed
In strict accordance with manufacturer Instructions 4 spaced as
directed.
Connect anchor to straps with 5/4" forged steel turnbuckles. All
exposed turnbuckles 4 anchor bolts must be wrapped 4 coated
with mastic 4 protected with 18 lb. anodes per tank side.
Wire rope may not be used.
PPing
Product piping Is to be 2" dio. APT XP Series In ducting. All runs
are to be continuouos, all Joints are to be made In dispenser
containment units 4 tank sumps only. A separate ball valve is
required for each piping run. Piping connections to submersible
pump to be 2" galvanized or approved stainless steel flex line.
Contractor will provide loading 4 credit given to Wawa for All entry boots 4 fittings are to be APT product only. Risers 4
transportation 4 disposal. fitting to shear valves are to be UL listed stainless steel flexible
connectors.
Excavation Dewaterina
Wawa will provide soils 4 groundwater data for site to determine
if dewatering is necessary.
Contractor shall be responsible for installation of all dewatering
equipment, if necessary, 4 shall furnish pumps with appropriate
dewatering rates for use In 4 around the excavation to maintain
as dry an excavation as possible.
Contractor shall be responsible for any required permits to
discharge water to the closest available source.
In the event that these measures are not sufficient to control the
dewatering, Wawa's representative shall be notified 4 Wawa shall
secure third party services to assist in dewatering.
Contractor is responsible for continuous monitoring of ground
water until facility is open.
Testin
Final precision testing of tanks, lines will be performed for Wawa
by third party. All other testing is to be performed by contractor
4 witnessed by Wawa's on
site representative.
All testing shall be performed in accordance with manufacturer
instructions.
Contractor shall perform air test on tanks at time of delivery.
Use 5 - 5 psi for a minimum of 60 minutes.
Primary piping to be air tested at 50 psi for a minimum of 60
minutes while soaping Joints. (Do not exceed 60ps1 max)
Secondary testing to be performed of no more than 5 psi for a
minimum of 60 minutes.
Air testing must remain 1n place on all piping (primary 4
secondary), with appropriate gauges until dispensers are set in
place. Gauge reading needs to be documented that air test Is
good prior to dispenser set process. Upon completion of
dispenser set process, an additional air test must be performed
again on all piping until product Is delivered 4 purge process
begins.
All sumps, including tank, spill bucket and dispenser to be
hydrostactically tested In accordance with Federal, state 4 local
regulations. At a minimum all sumps should be tested with water to
a level 6" above highest Joint or penetration for a minimum of
8 hours and verified liquid tight by the installing contractor. Initial
4 ending water level measurements to be observed by a Wawa
representative. Failure to perform this test w►II result in a retest
4 subsequent repairs at contractors expense.
All tests shall be recorded and given to Wawa's representative
and included in the closeout documentation.
Hold Pown Product
Water Is to be used as hold down. Water is to be clean, free of
debris 4 particles.
Contractor Is responsible for securing and disposing of water.
Tanks are to be filled to min. clO% capacity.
Prior to removing water contractor Is to provide -12-hour notice
to Wawa's representative. Wawa will make arrangements for
delivery of product to replace water; all measurable levels of
water shall be removed prior to replaclnq with gasoline.
Verification of water removal shah to WaWa's
representative.
Water should remain in tanks until oleum work Is completed
4 tank mat Is installed.
Conduit Requirements:
See E I to E 5; Verify with k onopy drawings by architect
NOTE: Conduits to be stO-' edge of canopy and tank pads
by general contractor n contractor is responsible for
balance.
- (1) 1" 6RG to eOCF. 1 column for spare.
(column closer Store)
- (1) 1" 6RC: to each cc column for lighting.
(column furthest i store)
- (5) 1" 6RG to each dlbpe>rf3er.
(I power, I data, I intercom/Muzok)
- (1)" 6R0 to each dispenser. (Sump sensor)
- (1)" 6RG to each Interstitial reservoir. (Sump sensor)
- (2) 1" 6RG to each 5TP tank containment unit.
(I power, I spare)
- (1) 6RC to each 5TP tank containment unit. (Sump sensor/
Tank level magnostrictive probe)
- (1) 6RG to each multi -port containment unit. (Sump sensor)
- (2) 1" GRC to vent stack for overfill alarm 4 pressure device
power.
Pipe Testing
Testing of the secondary containment piping Is required. The
containment termination fitting In the sump is to be Installed with
the valve turned down. After testing, the valve is to be opened
to allow drainage of the secondary piping to the sump monitor
probe.
STEEL FITTINGS
DIMENSIONS
MATERIAL
THREAD
Steel Pipe Nipples
ASTM A 53
ASME
A5ME
Glass 150/PN 20
A5TM A 755
(F 4 E)
5.120.1
5.1 16.3
Steel Pipe Nipples
A5TM A 55
A5ME
SAME
Glass 150/PN 20
N/A
(F 4 E)
6.1 20.1
5.1 16 3
Schedule 40
U.CG Conduit
All U.G. conduit shall be rigid galvanized steel. Conduit minimum
bury depth Is 24" per coda. All Junction boxes shall be class I
div. 2 rated. All electrical conduit In sump shall Include o
seal -off entering 4 leaving, which shall be Installed 6" min. above
highest penetration in sump. Dispenser conduits to be installed
through metal sump top conduit knockouts.
Sump Penetrations
All penetrations of the tank sumps shall be sealed with double
bulkhead fittings 4 not to exceed 151,6 angle in any direction to
ensure the proper installation of all bulkhead compression fittings
4 resultant of water tightness.
611barco Dispenser Installation
Contractor shall install all dispensers In accordance with most
current manufacturer installation practices. Strict adherence to
Installation guidelines should be followed at all times.
Dispenser DATA communication wiring shall be Installed In
separate conduit 4 shall be twisted pair, minimum 18 gauge, color
coded for data 4 GRIND wiring, 150 rated 600 volts, oil 4 gas
resistant. Wiring shall be home run Prom dispenser to universal
distribution box (D-Box) with no splicing. (See chart below)
The dispenser communication DATA/FUEL loop shall be wired in a
manner that will allow for dispensers to be split equally on
each distribution board In the Fuel loop D-box.
The dispenser communication GRIND loop shall be wired in a
manner that will allow for dispensers to be on one (1) distribution
board In the GRIND loop D-Box.
Dispenser power wlring shall be run in separate conduit 4 shall
be 12 A1046 with home runs from the dispenser to the breaker
panel or isolation relay. Two (2) Spare wires of different color
to be run also, terminating in J-box 4 trough in electrical room.
GILBARCO DISPENSER WIRE COLOR REFERENCE
yQ,_
COLOR
MIN, AWG
UaL
1
BLACK
12
HOT TO A-2
2
WHITE
12
NEUTRAL TO A-13
3
GREEN
10
GROUND TO A-10
4
RED
12
TO PREMIUM STP
5
BLUE
12
TO RUL STP
6
YELLOW
10
SPARE
7
BROWN
12
SPARE
8
BLACK
18
TO A-9 (PUMP 2 WIRE IN (+))
TWISTED PAIR,
NON -INSULATED,
9
RED
18
TO A--19 (PUMP 2-WIRE OUT (-))
NON SHIELDED
10
PURPLE
18
TO B-9 (CRIND 2 WIRE IN (+))
TWISTED PAIR,
NON -INSULATED,
11
YELLOW
18
TO B-19 (CRIND 2-WIRE OUT (-))
NONSHIELDED
Incon Tank Gauge Installation
All Automatic Tank Gauge (ATG) installation 4 wiring to be
performed in full accordance manufacturer's Installation manuals.
Contractor 4 electrical contractor performing AT6 Installation
must have manufacturer installation certification. All probe and
sensor wiring splices shall use manufacturer supplied :splice kits 4
contained in a Glass I electrical Junction box.
All probe and sensor wiring must be 18AW6 min shielded 'Belden'
cable or equivalert.
Specific attention must be given to Manufacturer grounding
requirements (#12 AWG conductor, buried ground to earth ground
bus at (power distribution panel).
Installation Includes Overfill Alarm and acknowledgements switch
on vent: riser. Overfill should be wired to Relay Output; I located
the Power Supply Module.
Positive, shut down of submersible controllers must be wired via
the automatic tank gauge (ATG) Turbine Pump Interface (TPI) port.
It Is the petroleum installation contractor's responsibility to run
appropriate data cabling to properly shut off all5TP's In an
individual manner as controlled by the AT6. Except for the
Unleaded 5TP'5, each STP should have a home run wiring from the
specified STP controller Isolation relay box (STP-PHI) to the
appropriate 5TP controller (MAG). Unleaded 5TP's should have a
home run wiring from the Isolation relay box to the AT'6's AG Input
Module (Channel 1). Programming of the ATG will be the
responsibility of the local programming/start up contractor
selected to service the location. Goord►notlon should be taken
between the Installation contractor and the programming / start
up contractor to Insure that proper wiring and programming
corresponds to the requirements for positive shutdown process.
Tank Leveling Requirement
Installation and programming required for all compartmentalized
U5T sites. Wiring to be added to all sites regardless of tank
style and layout. Contractor will Install one (1) 5-concuctor "loop"
data shielded cable from ATG console Communication Port
(R5-485) to the corresponding MAG-VFC's TPI ports as shown.
Sump sensors
Sensors to be mounted at side of tank where product
penetration Into sump is made 4 below lowest penetration
fitting within sump area. Mount sensor flush to lowest point In
sump bottom. All tank sump sensors shall be discrim►nating for
the presence of hydrocarbons.
Equipment Start -Up/ Purging 4 Calibration
Contractor shall notify Wawa representative 72 hours prior to
equipment startup. Dispenser, tank monitor 4 submersible pump
commissioning to be performed by service vender as selected
by Wawa. Permanent electrical service to store must be installed
prior to equipment startup. EVO to be operational upon gas
entering the tanks.
Upon completion of equipment commissioning by service vendor,
Contractor shall purge all dispensing equipment in accordance
with manufacturers' standard practices. Wawa requires a minimum
of 150 gallons be purged from each meter after air is removed
from product lines.
Purging of air from the product lines shall be accomplished using
the product piping shear valve. Product shall be purged until no
air is observed; a minimum of 50 gallons per shear valve. Initial
purging of air shall NOT be done using the nozzle. Severe
damage may occur to dispensing equipment. If damage occurs,
Contractor is responsible for all repairs. Refer to
manufacturer's instructions for proper purging procedures.
Failure to purge from the shear valve wlll result in fortifelture of
final payment.
Petroleum Contractor shall return to the site to purge 4
collbrote pumps, 4 shall return to the site for start up by a third
party, as scheduled by the Wawa Project Manager.
Petroleum Contractor to be onsite during all third party testing
activities.
The brine level In the tanks shall be verified 4 adjusted to 6 Y2"
at greater than one tank capacity prior to store opening.
Wawa Petroleum Closeout Documentation Needed
The following Items are required at the time of completion from
all gasoline installation contractors:
I. Tank Installation Checklists 4 associated delivery bill of
ladings.
2. Product Piping Warrantly Sheet - completed and signed.
3. Tank Registration 691211cation or Permit (If applicable).
Please forward to the Wawa Enviromental Department two (2)
weeks after the Installation of U5Ts.
4. Flammable Liquid Permit (If applicable; 1-41 In PA, must have
signature of final inspection)
5. Tank and Line Test Results (from Crompco)
6. Weight 4 Measure Notification (written) 4 completed
calibration Forms.
7. EVO Warranty Reglstration Form (Provided by Start-up
Contractor)
8. 6llbarco Commissioning Checklist (Provided by Start-up
Contractor)
ci. Pictures of the entire Installation process (tanks, piping and
completed fuel court)
10. As -built drawinas for underground tanks, piping, conduits,
and any utilities.
11. Pea gravel certification of ASTM C-53 from store supplier.
Two (2) of each of these items need to be delivered by the
petroleum contractor at the time of the gasoline punch list
walk. Failure to provide the proper documentation w►II delay
and/ or forfeit final payment.
WAWA SUPPLIED MATERIAL
PART NUMBER
DESCRIPTION
DISPENSERS
DHW-3617
APT FIBERGLASS DISPENSER SUMP
SBK-3
APT STABILIZER BAR
FSS-50
PISCES FIRE EXTINGUISHER (PAONLY!!)
1OP-0152
OPW PRODUCT SHEAR VALVE
FF15X18EZMXEZFFT FLEXINGTEE FLEX CONNECTOR
B2KMP-R200
SS45o Elbow Fitting
QR90TREE
SS 90o elbow fitting
QRSPOOL
SS Connector spool
362-206-03
EBW VAPOR SHEAR VALVE
FFEZ01X18-2FG90
FLEXING 2" 90o FG X 1-1/2IViNPT
WAWA ISLAND II
3'X5'X13" SS ISLAND FORM
RDEB-200-SC
APT RIGID ENTRY BOOT
408090001
APT BLANK FOR RIGID ENTRY BOOT
SMA-2020
ENVIRONTO NPT CONVERSION FITTING
SBC-2200
2" SWIVEL BARB FITTING
124284
IRPCO 8'6 X 3/41N. MSXMS CURB HOSE
124026
IRPCO 81N. X 3/41N. MX MS WHIP HOSE
159597-03
HUSKY 1+XS DIESEL NOZZLE (GREEN)
159543-04
HUSKY 1+XS GAS NOZZLE (BLACK)
2273
HUSKY DIESEL BREAKAWY
TANKS
708592901
EBWSHUTOFFTUBE
EOH-FDC-1
DROP TUBE DEBRIS COLLECTOR/FILL STRAINER
1C-3112P
OPW DW SPILL BUCKET FOR VAPOR
1C-3112D
OPW DW SPILL BUCKET FOR VAPOR
FL-90
FIBRELITE 36" MANHOLE ASSEMBLY
PC4550U-3C2
PC[ SUMP WITH TWIST LOK LID
633T-8070
4" X 3" DIESEL FILL ADAPTER
634TE-7085
DIESELFILLCAP
311-400-11
EBW EXTRACTOR
412-40
EXTRACTOR VALVE CAP (diesel riser)
SWV-101-SS
EBW VAPOR SWIVEL
21BV-0200
OPW 2" Ball Valve
1711LPC-0300
OPW LOW PROFILE VAPOR CAP
17-1/2#ANODE
ZINC BAG ANODE
3/4X18-TURN
TURNBUCKLE
810-4-K
EBW SITE WELL KIT (no manholes) (4 i n MD)
F-20-FF-LCX
BRAVO 2" ENTRY BOOT W/ EPDXY
F-10-FF
BRAVO CONDUIT ENTRY BOOT W/EPDXY
329356-002
PROBE MODULE
329358-001
SENSOR MODULE
329359-001
FOUR RELAY OUTPUT MODULE
846390-110
10'6" MAG PLUS PROBE
846400-001
DIESEL INSTALL KIT
305XPA
4" CAP AND ADAPTOR
794380-352
DISCRIMINATING TANK SUMP SENSOR
794380-303
DUAL FLOAT HYDRO SENSOR
EOHSMBA
UNIVERSAL SENSOR MOUNT KIT
FEB-400-R
APT 4" ENTRY FOR RISERS & OW'S (Brines)
FL-180
FIBRELITE 18" ENCLOSED MANWAY
FL-100
FIBRELITE 42 MANHOLE
23-0033
OPW UPDRAFT VENT FOR DIESEL
M-1600
RISER SUPPORT BRACKET
21BV-0200
OPW 2" Ball Valve
3/4X18-TURN
TURNBUCKLE
810-4-K
EBW SITE WELL KIT (no manholes) (4 in MD)
FL-7A
FIBRELITE LIFTSTICK
FL-FRP-ID
FIBRELITE ID PLATES
FP-500
FILLPIPEIDTAG
STP-DHI
FE PETRO ISOLATION BOX
ISTM-2
FE PETRO 2HP SUB PUMP
MAG-VFC
FE PETRO CONTROLLER
STP-MLD-D
FE PETRO DIESEL LEAK DETECTOR
623V-3203
OPW PRESSURE VAC VENT
S11-VENT
VENT STACK SUMP (MID ONLY)
GAS MONITORING SYSTEM
T550EDP/R
EVO DISPLAY, PRINTER
TS-ACI
12 I N P UT AC INPUT
TS-PRB
12INPUT PROBE
TS-3WSNS
81NPUT3WIRE
TS-RLY
8INPUT RELAY OUTFI T
FMP-LL3-131
LEAK DET/ INV MAG LL3 PROBE 131"
TSP-IGF4P
4" FLOAT SET FOR UP TO E15
TSP-IDF4
DIESLLINSTALLKIT
TSP-C4A
INVENTORY PROBE INSTALLKIT
FMP-DTS
DISCRIMINATING TANK SUMP SENSOR
FMP-DDS
DISC. DISP. PAN SENSOR
FMP-HIS-XL
HYDRO INTERSTITIAL SENSOR XL
TS-RA2
OVERFILLALARM
TS-RK
ALARM ACKNOWLEDGEMENT
SUBMERSIBLE PUMPS
STP-DHI
FE PETRO ISOLATION BOX
ISTM-2
FE PETRO 2HP SUB PUMP
MAG-VFC
FE PETRO CONTROLLER
STP-MLD-D
FE PETRO DIESEL LEAK DETECTOR
FUEL LINE PIPING
XP-200-SC
APT 2" PIPING
DCT-400
APT 4"CONDUIT
MS-XP-200-200
APT CLAMSHELL COUPLING (Tank field)
QRS-XP-200
APT QR COUPLING (MPDs)
BPT-200
APT BY-PASS TUBE
STB-200
APT SECONDARY TEST BOOT
TRK-200
APT TEST KIT
DISPENSER PACKAGE
ENC700S NN2
ENCORE 700S 4+0 BLENDER DISPENSER,
GASOLINE 4 GRADE, 2 HOSE OUTLETS, 2 SIDES
W/SITE SPECIFIC OPTIONS
ENC700S NL2
ENCORE 700S 4+1 BLENDER DISPENSER,
GASOLINE 4 GRADE + DIESEL, 4 HOSE OUTLETS, 2
SIDES W/SITE SPECIFIC OPTIONS
ENC700S N15
ENCORE 700S 3+1+1 BLENDER DISPENSER,
GASOLINE 3 GRADE + DIESEL+ FLEX, 6 HOSE
OUTLETS, 2 SIDES W/SITE SPECIFIC OPTIONS
PA0261000022
DISTRIBUTION BOX (2 BOARD)