HomeMy WebLinkAboutDERR-2025-005147Utah DEQ Underground Storage Tank
Installation Notification Form
www.deq.utah.gov
Facility ID New UST Install [ ] Upgrade/Repair [ ]
Installation Company:
Contact Name: Phone:
Address:
Tank Owner:
Address:
Contact Name: Phone#
Facility Name:
Facility Address:
Installation / Upgrade /Repair Information Est. date work will commence:
Tank #
Capacity
Tank Material
Piping Material
Substance stored
Check if upgrade or repair only. (Describe details below)
Describe Details of Install/Upgrade/Repair in the box below (Submit a drawing/site map of work to be done)
Mail completed form to:
DEQ/DERR
Box 144840
Salt Lake City, Utah 84114-4840
195 N. 1950 W. 1st Floor
Salt Lake City, Utah
Phone (801) 536-4100
Fax (801) 359-8853
Ver. 8/1/2016
State Use Only
Permit Required? X
Permit # _529-2026-1 _______
Base Fee $ __500
Inspection Fee* $200 x _2_ $_ 400
PST Install Fee $200 x _2 $_ 400
Total $_1300_ ___
Date Approved & Paid ___________
*Applies in non-LHD contract areas
Certified Installers/Technicians on project
Name Cert. # TL Exp. Date
Name Cert. # TL Exp. Date
Name Cert. # TL Exp. Date
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DATE:DRAWN BY:
SHEET:
G-001
SITE #:PROJECT #:
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SNOWBASIN RESORT
CONTACT:
BO BOWMAN, P.E.,
1301 ACADEMY CT.
FORT COLLINS, CO 80524
PH#: (970) 493-7780
1.NFPA 30, FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE/NFPA 30A, MOTOR FUEL DISPENSING
FACILITIES REPAIR CODE.
2.NFPA 70, NATIONAL ELECTRIC CODE (NEC)
3.U.S. DEPT OF LABOR, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) 29 CFR
1910.206, FLAMMABLE AND COMBUSTIBLE LIQUIDS, & 29 CFR 1910.106, PERSONAL PROTECTIVE
EQUIPMENT.
A.UST REMOVAL GUIDANCE AND REFERENCES:
4.PEI: PUBLICATION RP1700 - RECOMMENDED PRACTICES FOR THE CLOSURE OF UNDERGROUND
STORAGE TANK AND SHOP-FABRICATED ABOVEGROUND STORAGE TANK SYSTEMS.
5.API: 1604 CLOSURE OF UNDERGROUND PETROLEUM STORAGE TANKS.
6.API: 2003 PROTECTION AGAINST IGNITIONS ARISING OUT OF STATIC, AND STRAY CURRENTS.
7.API: 2015 REQUIREMENTS FOR SAFE ENTRY AND CLEANING OF PETROLEUM STORAGE TANKS.
B. UST INSTALLATION GUIDANCE AND REFERENCES:
8.PETROLEUM EQUIPMENT INSTITUTE (PEI) INSTALLATION
i. PUBLICATION RP 100 - RECOMMENDED PRACTICES FOR INSTALLATION OF UNDERGROUND
LIQUID STORAGE SYSTEMS.
ii. PUBLICATION RP 300 - RECOMMENDED PRACTICES FOR INSTALLATION AND TESTING OF VAPOR
RECOVERY SYSTEMS.
iii. PUBLICATION RP 500 - RECOMMENDED PRACTICES FOR INSPECTION AND MAINTENANCE OF
MOTOR FUEL DISPENSING EQUIPMENT.
iv. PUBLICATION RP 1200 - RECOMMENDED PRACTICES FOR THE TESTING AND VERIFICATION OF
SPILL, OVERFILL, LEAK DETECTION AND SECONDARY CONTAINMENT EQUIPMENT AT UST
FACILITIES.
9.UNDERWRITERS LABORATORIES, INC. (UL)
i. UL-1316 FIBERGLASS UNDERGROUND TANKS FOR FLAMMABLE AND COMBUSTIBLE LIQUIDS.
ii. UL-971 FRP NONMETALLIC UNDERGROUND PIPING FOR FLAMMABLE LIQUIDS.
iii. UL-2039 FLEXIBLE CONNECTOR PIPING FOR FLAMMABLE AND COMBUSTIBLE LIQUIDS.
iv. UL-330 A&B HOSE AND HOSE ASSEMBLIES FOR USE WITH DISPENSING DEVICES.
CGRS, INC.
G-001 TITLE SHEET
0 15 20 30
SCALE IN FEET
5 10 25
C-100
CGRS INC.
C-101
NORTH
CONTACT:
JAKE HURLBUT
1301 ACADEMY CT.
FORT COLLINS, CO 80524
PH#: (970) 493-7780
CONTACT:
3925 E OLD SNOWBASIN RD
HUNTSVILLE, UT 84317
PH#: (888) 437-5488
LEGEND
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REMOVE ONE (1) 11K-GAL SPLIT-COMPARTMENT UST AND INSTALL ONE (1) 16K-GAL SPLIT-COMPARTMENT
DOUBLE WALL FIBERGLASS UST FOR FLEET FUELING. THE TASKS ARE AS FOLLOWS:
1.REMOVE EXISTING FUEL ISLAND. REMOVE TWO (2) DISPENSERS AND RELOCATE FUELMASTER CARD
READER FOR REINSTALL. DEMO FUEL ISLAND CONCRETE.
2.RELOCATE 2K-GAL DEF TANK FOR NEW FUEL ISLAND.
3.REMOVE ONE (1) UST. DEMO CONCRETE/ASPHALT OVER UST AREA.
4.CLOSURE PLAN AND NOTIFICATIONS TO UT DEPARTMENT OF ENVIRONMENTAL QUALITY AND WEBER FIRE
DISTRICT. REQUIREMENTS INCLUDING 10-DAY NOTIFICATION. ENVIRONMENTAL SAMPLING PER UT DEQ.
5.EXCAVATE SOIL FOR NEW UST & PIPING INSTALLATION.
6.PERMIT & INSTALL ONE (1) 16K-GAL SPLIT-COMPARTMENT (4K RUL / 12K DSL) UL-2085 DOUBLE WALL
FIBERGLASS UST.
7.INSTALL ANCILLARY TANK TOP EQUIPMENT.
8.INSTALL 3" OVER 2" DOUBLE-WALLED FRP PIPING & FRP SUMPS.
9.INSTALL NEW CONCRETE FUEL ISLAND & LIGHTPOLE PIERS.
10.INSTALL ONE (1) SINGLE-PRODUCT TWO HOSE DISPENSER & ONE (1) MULTI-PRODUCT TWO HOSE
DISPENSER.
11.REINSTALL EXISTING 2K-GAL DEF TANK & EXISTING CARD READER.
12.INSTALL TWO (2) LIGHTPOLES ONTO FUEL ISLAND PIERS.
13.INSTALL ELECTRICAL.
14.IOTA TESTING OF PIPING & COMMISSIONING OF UST PER UT DEQ.
C-201 CONCRETE PLAN 1
EXISTING UNDERGROUND STORAGE TANK (UST)
G-002
BUILDING
DESIGN CODES
1.2021 INTERNATIONAL BUILDING CODE (IBC)
2.2023 NATIONAL ELECTRICAL CODE (NEC)
3.2021 INTERNATIONAL FIRE CODE (IFC)
4.2021 NFPA30
5.2021 NFPA30A
6.UTAH PETROLEUM STORAGE TANK PROGRAM
VICINITY MAP
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DEF (DIESEL EXHAUST FLUID)
M-100 SPLIT TANK DRAWING
M-200 TANK ANCILLARY EQUIPMENT
M-300 FUEL PIPING DETAILS
E-100 ELECTRICAL SINGLE LINE
E-STOP
STORM SEWER LINE (EXISTING)
WATER LINE (EXISTING)
STRM
SPECIFICATIONS
DEMO PLAN
PIPING PLAN
SHEET #TITLE
DESIGN CODES
DESIGN STANDARDS
SCOPE OF WORK
CONTRACTORCLIENT ENGINEER
3925 EAST OLD SNOWBASIN ROAD, HUNTSVILLE, UT 84317
NEW LOW-FLOW
MULTI-PRODUCT (RUL & DSL)
DISPENSER
EXISTING DEF
FOR RELOCATION
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SCALE IN MILES
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EXISTING FUEL ISLAND
FOR REMOVAL
EXISTING 11K-GAL UST
FOR REMOVAL
NEW HIGH-FLOW
SINGLE-PRODUCT (DSL)
DISPENSER
EXISTING DEF
NEW LOCATION
ELECTRICAL
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C-202 CONCRETE PLAN 2
NEW UST
FIRE
HYDRANT
NEW UST
16K-GAL DW SPLIT
(4K RUL / 12K DSL)
EXISTING UST CONCRETE COVER
NEW LIGHTPOLE
(2)
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DATE:DRAWN BY:
SHEET:
G-002
SITE #:PROJECT #:
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1.0 UST, PIPING, ANCILLARY EQUIPMENT DEMOLISH & INSTALLATION
1.1 FOLLOW REQUIREMENTS FROM UT DEQ. THIRTY DAYS PRIOR TO CONSTRUCTION OBTAIN A PERMIT THROUGH A DERR CONSTRUCTION
NOTIFICATION FORM & NOTIFICATIONS.
1.2 ONLY CERTIFIED UST INSTALLERS, MEETING THE MINIMUM REQUIREMENTS BE USED FOR INSTALLATIONS. WORKERS MUST BE UNDER THE
DIRECT SUPERVISION OF AN INDIVIDUAL PHYSICALLY PRESENT AT THE WORK SITE WHO MEETS THE FOLLOWING REQUIREMENTS:
A. THE INDIVIDUAL HAS BEEN ADEQUATELY TRAINED AS EVIDENCED BY A CURRENT CERTIFICATE OF TRAINING ISSUED BY THE
MANUFACTURER(S) OF THE UNDERGROUND STORAGE TANK SYSTEM COMPONENTS.
B. THE INDIVIDUAL SHALL POSSESS A CURRENT UNDERGROUND STORAGE TANK SYSTEM INSTALLATION/RETROFITTING CERTIFICATE FROM
THE INTERNATIONAL CODE COUNCIL (ICC).
C. THE INDIVIDUAL SHALL BE LICENSED WITH THE UT DEQ AS AN ONSITE SUPERVISOR.
1.3 GENERAL CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR PROPER HANDLING AND INSTALLATION OF PIPING SYSTEM. GENERAL
CONTRACTOR SHALL ENSURE GOOD WORKMANSHIP.
1.4 ALL FRP PIPE INSTALLATION, FITTINGS AND COMPONENTS SHALL BE DOUBLE WALLED AND FUEL COMPATIBLE, MEETING THE MOST RECENT
VERSION OF UL-971 NON-METALLIC PIPING FOR UNDERGROUND FLAMMABLE LIQUIDS. MANUFACTURE MUST BE ON OR AFTER JULY 1, 2005.
1.5 METAL RIDGED AND FLEX PIPE CONNECTORS SHALL BE COMPLETELY CONTAINED AND NOT IN CONTACT WITH SOIL OR GROUNDWATER.
1.6 THE UNDERGROUND STORAGE TANK SYSTEM(S) SHALL BE COMPATIBLE WITH THE PRODUCT TO BE STORED.
1.7 THE TANK CONSTRUCTION/TESTING SHALL BE IN ACCORDANCE WITH UL-1316.
1.8 ALL CONTINUOUS MONITORING EQUIPMENT SHALL FOLLOW UT DEQ FOR TANK STANDARDS.
1.9 ALL MATERIALS TO BE USED (PIPING, SEALANT, ADHESIVE, RESINS, ETC.) SHALL BE COMPATIBLE AND USE NATIONALLY RECOGNIZED CODES.
1.10 ALL MATERIALS SHALL BE INSTALLED AS PER MANUFACTURERS' SPECIFICATIONS.
1.11 ALL SENSORS WILL BE PROPERLY MOUNTED AT THE LOW POINT IN THE SUMPS AND SECURED.
1.12 THE CONTRACTOR SHALL ENSURE THAT ALL FILLS ARE PROPERLY LABELED.
1.13 THE CONTRACTOR SHALL ENSURE THAT THE EMERGENCY SHUT-OFF SWITCH IS OPERATIONAL AND INSTALLED.
1.14 THE CONTRACTOR SHALL ENSURE THAT ON-LINE LEAK DETECTORS ARE INSTALLED ON TURBINES AND ARE OPERATIONAL. ALL LEAK
DETECTORS SHALL BE PROPERLY TESTED IN LINE BY IOTA.
1.15 BEFORE THE UNDERGROUND STORAGE TANK IS PLACED IN USE, THE UST SHALL BE TESTED PER UT DEQ.
1.16 ELECTRONIC MONITOR SECURED/ACCESSIBLE TO OPERATOR AND OPERATIONAL: ENSURE THE MONITORING PANEL IS HARDWIRED THROUGH
CONDUIT TO THE JUNCTION/BREAKER BOX. ENSURE SENSOR ALARMS ARE ABLE TO BE DETECTED BY THE OPERATOR. THE MONITORING PANEL
SHALL BE FULLY OPERATIONAL AS PER MANUFACTURER'S SPECIFICATIONS, WITH AUDIBLE AND VISUAL ALARMS, AND A PRINTER, IF REQUIRED.
1.18 ALL MONITORING EQUIPMENT COMPONENTS HAVE TAG/STICKER AFFIXED BY LICENSED TECHNICIAN: ENSURE THE CERTIFIED TECHNICIAN HAS
AFFIXED PROPER TAGS AND/ OR STICKERS ON ALL MONITORING EQUIPMENT COMPONENTS, INCLUDING THE PANEL AND EACH SENSOR. WORK
SHALL COMPLY WITH ALL LOCAL, STATE AND FEDERAL CODES AND REGULATIONS, CONTRACTOR IS RESPONSIBLE FOR SCHEDULING ALL
AGENCY INSPECTIONS.
1.19 APPLY FOR AN UNDERGROUND STORAGE TANK CERTIFICATE OF COMPLIANCE WITH UT DEQ.
2.0 SETTLEMENT NOTES
2.1 SETTLEMENT MAY CAUSE TANK DISTORTION AND SUBSEQUENT SYSTEM FAILURE. EXCAVATION AND BACKFILL MATERIAL SPECIFICATIONS
MUST BE FOLLOWED. IF ANY MOVEMENT OR SETTLEMENT OR DISTORTION OCCURS, IT WILL BE PRESUMED THAT THE CONTRACTOR HAS NOT
FOLLOWED PROPER INSTALLATION TECHNIQUES. THE CONTRACTOR SHALL IMMEDIATELY UNDERTAKE AT THEIR EXPENSE ANY NECESSARY
CORRECTIVE ACTIONS REQUIRED TO MITIGATE THE PROBLEM AND REPLACE DAMAGED PARTS.
3.0 BACKFILL MATERIAL
3.1 BEDDING AND BACKFILL MATERIAL SHALL BE WELL WASHED MEETING ASTM D-448, ASTM C-33, AND AASHTO M-43. CONTRACTOR SHALL
PROVIDE SIEVE ANALYSIS ACCEPTABLE TO CONSTRUCTION MANAGER. PEA GRAVEL WITH PARTICLES NOT LESS THAN 1/8" OR MORE THAN 3/4"
DIAMETER WITH NO MORE THAN 5% PASSING A NO. 8 SIEVE.
3.2 PLACE 12" BEDDING MATERIAL SMOOTH AND LEVEL OVER EXCAVATION FLOOR. TANK MUST BE SET LEVEL. PLACE 12" BACKFILL MATERIAL
EVENLY AROUND TANK. ENSURE BACKFILL IS PLACED AROUND RIBS. NO VOIDS.
3.3 HIGH WATER TABLE CONDITIONS. IN HIGH GROUNDWATER CONDITIONS FOLLOW MANUFACTURER'S INSTRUCTIONS.
4.0 ASPHALT NOTES
4.1 3" BINDER WITH AN AGGREGATE BASE 4 TO 6 INCHES (DEPENDING ON SUBGRADE) BELOW IT.
5.0 TANK DISPENSER NOTES
5.1 CONTRACTOR SHALL SECURE, ARRANGE FOR AND PAY FOR ALL NECESSARY PERMITS, INSPECTIONS, AND
TESTING, UNLESS SPECIFIED DIFFERENTLY IN THE SCOPE OF WORK.
5.2 ALL INSTALLATIONS SHALL INCLUDE STAGE 1 VAPOR RECOVERY.
5.3 ALL PRODUCT AND VENT LINES SHALL BE FIBERGLASS.
5.4 INSTALL 2A:10B:C FIRE EXTINGUISHER WITHIN 25' TO 70' OF DISPENSERS.
6.0 PIPING NOTES
6.1 ALL MATERIAL WORKMANSHIP & INSTALLATION PRACTICES SHALL BE IN ACCORDANCE WITH NFPA 30 & 30A.
6.2 FRP PIPING MINIMUM SEPARATION OF 4" BETWEEN PIPE, 6" MINIMUM FROM EDGE OF EXCAVATION.
6.3 PIPING SHALL BE LAID & CONTINUOUSLY SUPPORTED ON A MINIMUM OF 6" COMPACTED PEA GRAVEL BEDDING. MINIMUM 7" COVER
BETWEEN SLAB BOTTOM AND TOP OF FRP PIPE/FITTINGS.
6.4 ALL VENT, VAPOR, PRODUCT PRIMARY AND SECONDARY PIPING SHALL BE FRP SMITH FIBERGLASS "RED THREAD II-A" NOV.
6.5 ALL NPT THREADED CONNECTIONS SHALL BE TREATED WITH "SEAL PIPE".
6.6 INSTALLATION CONTRACTOR SHALL BE CERTIFIED BY PIPE MANUFACTURER OR ICC FOR INSTALLATION.
6.7 VENT, VAPOR, AND PRODUCT LINES SHALL BE SLOPED BACK TO THE USTS 1/8" PER FOOT.
7.0 LINE TESTING
7.1 PRODUCT LINE TESTING SHALL BE PERFORMED PER SECTION 1.0 FROM STP TO DISPENSER SHEAR VALVE USING IOTA.
7.2 VENT AND VAPOR SYSTEM TESTED TOP OF VENT TO TANK.
7.3 TEST PRIMARY LINES TO 60 PSI FOR 1-HOUR & SOAP TEST SURFACE, FITTINGS, & JOINTS. HOLD FOR 30-MIN.
7.4 PRESSURE TEST SECONDARY LINES TO 10 PSI FOR 1-HOUR & SOAP TEST SURFACE, JOINTS AND FITTINGS FOR 30-MIN.
8.0 ELECTRICAL
8.1 ELECTRICAL DISCONNECT OF THE EXISTING TANK AND DISPENSERS.
8.2 PROVIDE AND INSTALL NEW CONDUIT AND WIRE TO THE NEW UST FOR POWER TO TWO 2-HP SINGLE PHASE STPs.
8.3 PROVIDE AND INSTALL NEW CONDUIT AND WIRE TO THE NEW UST FOR VEEDER-ROOT ATG. THERE WILL BE WIRE FOR ONE
INTERSTIITAL SENSOR, TWO TANK PROBES, AND TWO STP SUMP SENSORS.
8.4 PROVIDE AND INSTALL CONDUIT AND WIRE TO TWO DISPENSERS, ONE POWER AND ONE UDC SENSOR CONDUIT EACH.
8.5 PROVIDE AND INSTALL CONDUIT AND WIRE TO CONNECT THE DISPENSERS.
8.6 PROVIDE AND INSTALL CONDUIT AND WIRE FOR ONE CARD READER.
8.7 PROVIDE AND INSTALL CONDUIT AND WIRE TO POWER ONE DEF TANK/DISPENSER UNITS.
ABBREVIATIONS
AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY & TRANSPORTATION OFFICIALS
ASTM AMERICAN SOCIETY FOR TESTING & MATERIALS
ATG AUTOMATIC TANK GAUGE
BMP BEST MANAGEMENT PRACTICE
DEF DIESEL EXHAUST FLUID
DERR DEPARTMENT OF ENVIRONMENTAL RESPONSE & REMEDIATION
DSL DIESEL
FRP FIBERGLASS REINFORCED PLASTIC
GAL GALLONS
HP HORSEPOWER
ICC INTERNATIONAL CODE COUNCIL
IFC INTERNATIONAL FIRE CODE
IOTA HELIUM LEAK DETECTION TESTING
NPT NATIONAL PIPE TAPER
OPS DIVISION OF OIL & PUBLIC SAFETY
PSI POUNDS PER SQUARE INCH
RUL REGULAR UNLEADED GASOLINE
SQFT SQUARE FEET
STP SUBMERSIBLE TURBINE PUMP
UDC UNDER DISPENSER CONTAINMENT
UST UNDERGROUND STORAGE TANK
UT DEQ UTAH DEPARTMENT OF ENVIRONMENTAL QUALITY
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DATE:DRAWN BY:
SHEET:
C-100
SITE #:PROJECT #:
TH
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1 2 3 4 5 6 7 8
1 2 3 4 5 6 7 8
LEGEND
WA
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DEMO NOTES:
A.ALL EXISTING UTILITIES MUST BE IDENTIFIED PRIOR TO CONSTRUCTION ACTIVITIES.
CONTRACTOR IS RESPONSIBLE FOR CONFIRMATION OF UTILITY LOCATIONS THROUGH 811 AND
PRIVATE LOCATOR AS NEEDED.
B.ALL DEMO SHALL FOLLOW THE CITY OF HUNTSVILLE CODE & DEMOLITION PERMITS. THE
DEMOLITION INVOLVES A NONRESIDENTIAL STRUCTURE SMALLER THAN 4,000 SQUARE FEET.
C.THE SITE SHALL BE FENCED WHEN OPEN HOLES IN THE GROUND EXIST.
D.PAVEMENT AND CURBING WILL BE REPAIRED TO MATCH EXISTING DRAINAGE CONDITIONS.
E.CONTRACTOR SHALL ENSURE THAT EXCAVATION AND ALL WORK THERIN MEETS OSHA
REQUIREMENTS.
F.EXISTING UST & PRODUCT PIPING PER UT DEQ PIPE & TANK CLOSURE. TANK SHALL BE SAMPLED
IN MINIMUM THREE LOCATIONS. PIPING SHALL BE SAMPLED APPROXIMATELY EVERY 20', OR
PIPING DIRECTION CHANGE.
KEYED NOTES:
1.LIMITS OF EXCAVATION. DEMOLISH, REMOVE AND DISPOSAL OF CONCRETE & ASPHALT.
2.EXISTING UST & CONCRETE COVER FOR REMOVAL.
3.EXISTING CONCRETE ISLAND WILL BE SAWCUT, DEMOLISHED, AND REMOVED AS NEEDED.
4. EXISTING PRODUCT PIPING WILL BE EXCAVATED AND REMOVED AS NEEDED.
5. EXISTING DEF REMOVED AND SET ASIDE FOR REINSTALL.
6. ADDITIONAL EXCAVATION FOR NEW UST INSTALL.
7. ADDITIONAL EXCAVATION FOR NEW FUEL ISLAND.
STORMWATER NOTES:
A.EROSION CONTROL PRACTICES WILL COMPLY WITH MINIMUM BEST PRACTICES FOR EROSION
CONTROL, AND SHALL COMPLY WITH CITY OF HUNTSVILLE BMPs.
B.SITE ACTIVITIES SHALL BE CONDUCTED TO PREVENT TRANSPORT OF ANY POLLUTANTS OR
CONTAMINATED WATER.
C.EROSION & SEDIMENTATION CONTROL DEVICES WILL BE INSTALLED AS NEEDED AND INSPECTED
PRIOR TO ANY GRADING ON SITE.
D.IF EROSION & SEDIMENTATION CONTROL DEVICES ARE INSTALLED, THEY MUST BE CHECKED
AFTER EACH STORM EVENT. EACH DEVICE IS TO BE MAINTAINED OR REPLACED IF SEDIMENT
ACCUMULATION HAS REACHED HALF CAPACITY OF DEVICE.
NO
T
T
O
S
C
A
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0 8 16
SCALE IN FEET
UST FOR REMOVAL
EXISTING UST EXCAVATION AREA (APPROXIMATE)
DISPENSER FOR REMOVAL
STORMWATER FLOW DIRECTION
TI
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BUILDING
P P EXISTING PRODUCT PIPING FOR REMOVAL (APPROXIMATE)
ISLAND & EXISTING PIPING EXCAVATION (APPROXIMATE)
STRM STORM SEWER LINE
SN
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2
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4
1
45'
38'
5
6
7
NEW ISLAND
LOCATION
NEW UST
LOCATION
WATER LINE
D
D
D
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F
P
P
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PPP
P
P
P
P
P
P
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DATE:DRAWN BY:
SHEET:
C-101
SITE #:PROJECT #:
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LEGEND
P P DIESEL PRODUCT PIPING TO BE INSTALLED (DSL)
VENT PIPING
WA
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SCHEDULE NOTES:
A AUTOMATIC TANK GAUGE (ATG)
V VENT
F FILL PORT
I INTERSTITIAL PORT
REGULAR UNLEADED PIPING TO BE INSTALLED (RUL)P P
6/6/2025 JH
22060 29508
PI
P
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7' MIN
NEW LOW-FLOW
MULTI-PRODUCT (RUL & DSL)
DISPENSER
NEW HIGH-FLOW
SINGLE-PRODUCT (DSL)
DISPENSER
NEW UST
16K-GAL DW SPLIT
(4K RUL / 12K DSL)WATER LINE
STORM SEWERSTRM
STORM BASIN
FIRE HYDRANT
A
S
S
A
I
F
FV
V
S SUBMERSIBLE TURBINE PUMP (STP)
C3
C-202
NEW FUEL
ISLAND
4" BOLLARD
TYP (10)
LIGHTPOLE
(2)
UST PORT
CONCRETE BOLLARD 4"
VENT
STACK
DEF TITEN HD
DISPENSER (4) 0.5"TITEN HD
EQUIPMENT
DISPENSER
UDC & DEF SYSTEM
(4) 0.5"
ANCHORAGE
ANCHORS W/ 3" EMBEDMENT
ANCHORS W/ 3" EMBEDMENT
ANCHOR SUPPORT
(4) ANCHORS EACH
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DATE:DRAWN BY:
SHEET:
C-201
SITE #:PROJECT #:
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1 2 3 4 5 6 7 8
WA
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DISPENSER ISLAND SIDEVIEW
NTS
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ANCHORING
NTS
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6/6/2025 JH
22060 29508
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BOLLARD DETAIL
NTS
C
3
DISPENSER ISLAND TOPVIEW
NTS
C
1
4'-6"
6"
10'
36'
4'
3'-6"
MIN
SLOPE MIN
1/4" PER FOOT
3"
GRADE
4" CONCRETE
FILLED STEEL
18"
LIGHTPOLE 2'Ø
TYP (2)
ENGINEERING
FILLREBAR #5
8" O.C. VERT.
TYP (14)
REBAR #5
12" O.C. HORIZ.
TYP (5)
REBAR #5
12" O.C. VERT.
TYP (4)
REBAR #5
8" O.C. HORIZ.
TYP (5)
REBAR #4
12" O.C. HORIZ.
TYP (29)
REBAR #5
12" O.C. HORIZ.
TYP (5)
REBAR #5
12" O.C. HORIZ.
TYP (5)
CONCRETE LID 6"
TO BE POURED SEPARATELY SECOND
4,500 PSIREBAR #4
12" O.C. BOTH WAYS
3" TYP
3" TYP
REBAR #5
12" O.C. HORIZ.
TYP (5)
REBAR #4
12" O.C. VERT.
TYP (29)
C8
C-202
C7
C-202
CONTROL JOINT
NTS
C
6
SIKAFLEX CONTROL JOINT
SEALANT
1/2"
3/8"
SAWCUT 1/2-INCH DEEP
8-HOURS AFTER POUR
3/8-INCH BACKER
ROD (OPTIONAL)
ENGINEERING
FILL
3"
OVER-EXCAVATE NATIVE SOIL
RECOMPACTED TO 90%
12"
6"
8" TYP
REBAR #4
12" O.C. VERT.
TYP (29)
24"
36"
PIPING SLEEVE
NTS
C
4
C4
C-202
12"
MIN
4" TYP
12" MIN
PIPING PENETRATION
SLEEVE TYP (2)
30"
18"
12"
82"
REBAR #5
8" O.C. VERT.
TYP (14)
REBAR #5
TYP (2)
30'
5'
6"Ø STEEL PIPE
TYP (2)
REBAR #3
TYP
CONCRETE
4,500 PSI
REBAR #5
TYP (1)
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DATE:DRAWN BY:
SHEET:
C-202
SITE #:PROJECT #:
TH
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1 2 3 4 5 6 7 8
1 2 3 4 5 6 7 8
WA
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LIGHTPOLE SIDEVIEW
NTS
C
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:
6/6/2025 JH
22060 29508
SN
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39
2
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B
A
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CO
N
C
R
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P
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A
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2
UST CONCRETE COVER
NTS
C
9
CONCRETE COVER DETAIL
NTS
C
10
48'
6'-0" #4 REBAR @12" O.C.
INSTALLED THROUGH
MANWAY SKIRT TAB
TYP (2)
#5 REBAR @ 12" O.C.
3" FROM TOP OF CONCRETE
3'-0" #4 REBAR
@ 12" O.C.
TYP (5)
SAWCUT
CONTROL JOINT
6' X 8' TYP
8"
2"
#5 @ 12" O.C.
BOTH WAYS
4,500 PSI
CONCRETE
12'
C 9
C 9
C
5
C
5
PEA GRAVEL
LIGHTPOLE TOPVIEW
NTS
C
8
24"
62"
REBAR #3 @ 3" O.C.
TYP (4)
CHAMFER 1/2"
EXPANSION JOINT 1/2"
W/ FUEL RESISTANT CAULK (AS NEEDED)
REBAR #5
TYP (6)
REBAR #3 CLOSED LOOP
STIRRUPS @12" O.C.
ELECTRICAL
CONDUIT
FUEL ISLAND
COPPER CLAD
GROUND ROD
3/4" X 8'
COPPER GROUND #2/0
ATTACHED TO FUEL
ISLAND REBAR
J-BOLT (4)
ASTM A-153
1"Ø 36" LONG
J-BOLT (4)
ASTM A-153
1"Ø 36" LONG
LIGHTPOLE
AS SPECIFIED
2"
CONCRETE
4,500 PSI
REBAR #5
VERTICAL (6)
8" BOLT CIRCLE
4" POLE
REBAR #3 CLOSED LOOP
STIRRUPS @ 12" O.C.
36" LONG
FUEL ISLAND
6" CONCRETE LID
CONCRETE:
CONCRETE USE UST COVER FUEL ISLAND
COMP. STRENGTH f'c (psi)4,500 4,500
EXPOSURE CLASS F3 F3
CEMENT TYPE I I
MAX RATIO w/cm 0.45 0.45
AIR CONTENT 6.0 (+/-) 1.5%6.0 (+/-) 1.0%
SLUMP LIMIT 4" 4"
a.AGGREGATE SIZE 3/4"
b.ALL CONCRETE WORK AND REINFORCEMENT SHALL COMPLY WITH ACI BUILDING
CODES LATEST EDITION UNLESS NOTED ELSEWHERE ALL EXPOSED EDGES
SHALL HAVE 3/4 INCH CHAMFER.
c.PORTLAND CEMENT SHALL CONFORM TO ASTM C150
FOUNDATION:
A.ASSUME MAXIMUM SOIL DESIGN PRESSURE 2,000 PSF
B.UNUSUAL SITE SOIL CONDITIONS (CLAY OR DISPOSAL FILL) SHALL BE BROUGHT
TO THE ATTENTION OF THE ENGINEER.
C.ENGINEERING FILL / PEA GRAVEL SHALL BE PLACED ON OVER-EXCAVATED SOIL
RE-COMPACTED TO 95% STANDARD PROCTOR DENSITY. COMPACTION SHALL
MEET A MINIMUM OF 2,000 PSF.
REINFORCEMENT:
A.ALL REINFORCEMENT SHALL BE DEFORMED BARS CONFORMING TO ASTM A616,
GRADE 60.
B.REINFORCEMENT PROTECTION SHALL HAVE 3 INCHES OF CONCRETE.
C.ALL REINFORCEMENT TO BE HELD SECURELY IN PROPER POSITION IN
ACCORDANCE WITH THE LATEST EDITION OF ACI-318.
SPECIAL INSPECTION:
(PER IBC 2021 CHAPTER 19)
A.CONCRETE WORK WITH STRENGTH > 2500 PSI EXCEPT NON-STRUCTURAL SLAB
OR GRADE (HOUSEKEEPING PAD). IBC 1904.2
B.REBAR INSPECTION.
C.CONCRETE COMPRESSION STRENGTH TESTING ASTM C31. COLLECT THREE (3)
6"Ø CYLINDERS FOR 7-DAY & 21-DAY TESTING.
D.ANCHOR PLACEMENT & INSTALLATION. IBC 1704.3.2 CBC TABLE 1705.3
MECHANICAL ANCHORS.
24"Ø
ITEM NO. QTY. DESCRIPTION
16 6 ANCHOR STRAP ASSEMBLY (8FT DWX TANK)
PART NO.
-
ITEM NO. QTY. DESCRIPTION
1
2
3
4
5
6
7
8
9
1
2
1
10
11
12
13
14
15
1
9
6"
152
2 3/8"
61
42"
1067
SUMP HT.
TYP.
10
6
2
MONITOR FITTING, DRY, 4IN, 8FT 10FT
KIT_FITTING, CS, 4, H, SINGLE, 8FT DWX (WITH CS STRIKER PLATE)
KIT_FITTING, CS, 4, F, 24 DUPLEX, 8FT DWX (WITH CS STRIKER PLATE)
2 KIT_MANWAY DW ASSY, 22IN, CS, ON 8FT DWX TANK (WITH CS STRIKER PLATE)
2 GASKET, MANWAY, 22IN, 1/8IN THK, HC-60
1 KIT_MANWAY COVER, CS, 22IN, 4-4IN H (0, 90, 180, 270), TYPE F
1 KIT_MANWAY COVER, CS, 22IN, 3-4IN H (0, CTR, 180), TYPE C
2 KIT_COLLAR, SW, 42IN, UNTRIMMED
1 SUMP, SWFS, 42IN DIA, 42IN HT, 36IN WT, NO MONITOR, FIELD LAM KIT
1 SUMP, SWFS, 42IN DIA, 42IN HT, 36IN WT, NO MONITOR, FIELD LAM KIT
KIT_LIFT LUG, ON BENT PLATE, 8" X 10", 8' (ADHESIVE)
KIT_STEEL GUIDE LUG
2 DEADMEN, PREFAB CONCRETE, 12INX12INX16FT LONG (4FT, 6FT, 8FT)
2 DEADMEN, PREFAB CONCRETE, 12INX12INX12FT LONG (4FT, 6FT, 8FT)
2 DEADMEN, PREFAB CONCRETE, 12INx12INx16FT LONG (4FT, 6FT, 8FT)
PART NO.
C310140
C310021
C310204
C600391
C430020
C330030
C330021
C600018
-
-
C340009
C340014
C820008
C820007
C820008
12 12
16 3/4"
425
TYP.
13 15
51 3/8"
1305 100 1/2"
2553
FRONT ELEVATION
87 1/2"
2223
67"
44'-4 3/4"
13532
1702
91 1/4"
2318
83 3/4"
2127
INDUSTRY
SALES
M101 FUEL MARKETS
THIRD ANGLE
PROJECTION
MANAGER
PROPRIETARY AND CONFIDENTIAL
CARY ETTER
THIS DRAWING IS THE PROPERTY OF MATTR CORP. THE COPYRIGHT/
OWNERSHIP OF THIS DRAWING IS AND WILL REMAIN WITH MATTR
CORP. THE PHYSICAL POSSESSION OF THIS DRAWING DOES NOT
CONVEY THE RIGHT TO USE ITS DESIGN CONCEPT, OR TO REPRODUCE
IT, OR TO MANUFACTURE IN WHOLE OR IN PART THE ITEM(S) DEPICTED
HEREIN WITHOUT WRITTEN PERMISSION AND AUTHORIZATION OF MATTR
CORP.
UNITS: INCH [mm]
DATE: MM/DD/YY
DRAWN BY:
---
APPR. BY:
---
APPR. DATE:
MM/DD/YY
DESCR:8FT DWX MC UL
CAP. 12,000-4,000 USG
SIZE DWGNO.
B
CGRS
SHEET: 2 OF 3 - FRONT ELEVATION
REV.
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NTS
M
1
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VENT
RUL SUMP TO VENT
STACK
VAPOR RETURN
FILL SUMP
STL SUMPINTERSTICE
DEADMAN TIE DOWN (6)
STP
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DEF TANK
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UDC DETAILS - LOW FLOW
NTS
M
2
UDC DETAILS - HIGH FLOW
NTS
M
3
DISPENSER
NTS
M
4
DISPENSER ISLAND
PRODUCT PIPING SUMP PENETRATION
M
5
DISPENSER ISLAND
NTS
M
6
VENT STACK
NTS
M
7
REDUCER SHOWN IN
OPEN POSITION
2" FRP ADAPTER
BELL X NPT MALE
FIBERGLASS
REINFORCED PIPING
SUMP WALL
FRONT FACING
BENNETT DISPENSER
PIPING UNION
SENSOR
3" OVER 2" D.W.
FRP3" OVER 2" D.W.
FRP
2" PRIMARY WITH 3"
SECONDARY PENETRATION
NOTE: SHEAR SECITON OF EMERGENCY SHUT- OFF VALVE IS TO
BE EVEN WITH THE TOP OF THE PUMP ISLAND
NOTE: SHEAR SECITON OF EMERGENCY SHUT- OFF VALVE IS TO
BE EVEN WITH THE TOP OF THE PUMP ISLAND
UNISTRUT
STRUCTURE FOR
VENT STACKS
ISLAND FLOOR
10'
OPW 3: NORMAL VENT
WITH RAIN GUARD (2)
BENNETT DISPENSER - DSL
(HIGH FLOW)BENNETT DISPENSER - RUL & DSL
(LOW FLOW)
LIGHT POLE
LIGHT POLE
KEY CARD
DISPLAY
VENT STACK
STRUCTURE
DISPENSER ISLAND
CONCRETE PAD
ISLAND - TOP DOWN
NTS
M
8
DEF TANK LIGHT POLE
DISPENSER
CARD READER
LIGHT POLE
DISPENSER
24"
12"
VENT STACKS
72"
197"
120"
12"
6"
36"
30"
20"
5- FOOT RADIUS
BETWEEN LIGHT
HEAD AND VENT
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1 2 3 4 5 6 7 8
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:
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:
PR
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J
E
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:
6/6/2025 JH
22060 29508
SN
O
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39
2
5
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NOTES
1.PVC CONDUIT, WITH LAST 5 FEET TO BE PVC COATED GRC
2.ALL CONDUIT SYSTEMS TO CONFORM TO NEC ARTICLE 514.
3.WIRING IN HAZARDOUS AREAS SHALL COMPLY WITH THE CODE
PROVISIONS FOR THOSE AREAS.
4.CIRCUIT DISCONNECT - EACH CIRCUIT LEADING TO OR THROUGH A
HAZARDOUS ZONE SHALL BE ROUTED THROUGH A CIRCUIT DISCONNECT
THAT SHALL SIMULTANEOUSLY DISCONNECT ALL CONDUCTORS OF THE
SUPPLY CIRCUITS, INCLUDING THE NEUTRAL CONNECTOR.
5.CONTRACTOR TO VERIFY TERMINATION LOCATIONS WITH
EQUIPMENT SUPPLIER.
6.ALL CONDUCTORS TO BE COPPER, THHN/THWN-2 90C TYPE.
7.ALL UNISTRUT TO BE GALVANIZED.
8.SEE ALSO MANUF. EQUIPMENT DRAWINGS.
PANEL SCHEDULE
NO LOAD CHANGES. REMOVE AND REPLACE FUEL PUMPS, DISPENSERS
AND EQUIPMENT WITH LIKE FOR LIKE EQUIPMENT.
MDP
3ɸ,480/277V
400/3
125A Panel E
3ɸ, 208/120V
400/3
MAIN
TRANSFORMER
500KVA
3ɸ 480V/277V
60A UTILITIES
GENERATOR
Panel E1
SINGLE LINE DIAGRAM