Dense Trees WM EE 50634 241.40 SSMH 50701 230.56 SSMH (140) (150) (134) (136) (138) (142) (144) (146) (148) (152) (154) (156) (130) (140)
(150)
(132) (134)
(136)
(138) (142)
(144)
(146)
(148) (154)
(152)
(158)
(158) (156 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X W W W W W W FO FO FO FO
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
FO FO FO FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
W W W W W W W W W W W
WWWWWWWW W W W W W W W W W W
WWWWWWW
140
150
134
136
138
142
144
146
148
152
154
156
158
140
150
134
136
138
142
144
146
148
140
150
136
134
144
142
138
148
146
156
154
152
160
170
154
152 158 156 162 166
164
168
180
190200 S69°23'25"E 260.00'
60.00'
N20°36'35"E 765.00'
N20°36'35"E
601.00' FOUND 3" DISK W/ PUNCH LS 5816 FOUND 3" DISK W/ PUNCHELECTRIC LINE PER PLANS NOT MARKED OUT ELECTRIC LINE PER PLANS NOT MARKED OUT ELECTRIC LINE PER PLANS NOT MARKED OUT POB PTR TRACT 1 SITE CIVIL LEGEND R/W R/W RIGHT-OF-WAY LINE (GIS) PROPERTY LINE ADJOINER PARCEL LINE RIGHT-OF-WAY LINE CENTER LINE EASEMENT LINE X X X SECURITY FENCE [P] ( FEET ) SCALE 1 INCH = 40 FT. 40 0 20 40 80 CURB AND GUTTER [P] SECURITY FENCE [P] AC PAVEMENT [P] CONCRETE PAVEMENT [P] CONCRETE SIDEWALK [P] YARD ROCK [P] CORMORANT BESS DALY CITY, CA 2/13/2025 C-100 CIVIL SITE CONCEPT OPTION F2 SLIDE GATE [P] STORMWATER MANAGEMENT FUTURE EXPANSION UNIT (TYP) MAINTENANCE AREA SUBSTATION AREA 15' LANDSCAPE BUFFER 20' LANDSCAPE BUFFER
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. No. REVISIONS DATE BY DATE
AS SHOWN
CHECKED BY
SCALE
DESIGNED BY
DRAWN BY
KHA PROJECT
COR0ORANT BESS
PREPARED )OR
AREVON Plotted By
Schlueter, Noble Sheet Set
Kha Layout
SITE PLAN
OPTION
)ebruary ,
pmK
?SNDBLDEV?
- CormorantBDaly City CA?CAD?Preliminary?SITE PLAN E.dwg
DALY CITY CA
JB
)C
JB
SHEET N80BER
KI0LEY-HORN AND ASSOCIATES, INC.
B STREET, S8ITE
SAN DIEGO, CA
PHONE
--
WWW.KI0LEY-HORN.CO0
NOT )OR
CONSTR8CTION
NORTH
GRAPHIC SCALE IN )EET
SITE PLAN
OPTION
CARTER STREET
. CP SET REBAR CAP NORTH
. EAST
.
. WTP0 WTVT .)T BY .)T SS SS SS SS SD SD
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)8T8RE E;PANSION 8NITS
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BESS AREA
. ACRES
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.
TYP.
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E;. STREET EASE0ENT
PARCEL O) AGREE0ENT DATED APRIL ,
)OR
RIGHT O) WAY.
TO BE ADDED TO TITLE REPORT
; ;
E E
)O )O
LEGEND
PROPERTY LINE RIGHT-O)-WAY
SETBACK
EASE0ENT
CENTERLINE
)ENCE
SCREEN WALL
PROPOSED H0A PAVE0ENT ACCESS ROAD
)IRE HYDRANT
PROPERTY BO8NDARY
PROPOSED ELECTRICAL LINE
PROPOSED )IBER OPTIC LINE
PROPOSED YARD ROCK
PROPOSED RETENTION BASIN
PROPOSED CONCRETE
. )INAL LAYO8T S8BJECT TO CHANGE BASED ON )INAL ENVIRON0ENTAL AND CIVIL SETBACK DISTANCES.
. E48IP0ENT 48ANTITIES, CON)IG8RATION, AND )OOTPRINT S8BJECT TO CHANGE BASED ON )INAL BESS TECHNOLOGY SELECTION AND ADDITIONAL PROJECT D8E DILIGENCE.
. DRIVEWAY TO BE ASPHALTED AT CO0PLETION O) CONSTR8CTION IN CO0PLIANCE WITH CALTRANS ROAD BASED DESIGN AND CITY STANDARD DWG S- DETAIL.
. PROPOSED SERVICE ROADS WITHIN BESS PROJECT )ACILITY SHALL BE ASPHALT. . ALL DI0ENSIONS ARE TO )ACE O) C8RB 8NLESS OTHERWISE NOTED.
NOTES
BESS - BATTERY ENERGY STORAGE SYSTE0
BOL - BEGINNING O) LI)E
CY - C8BIC YARD
EOL - END O) LI)E
E;. - E;ISTING
GP0 - GALLONS PER 0IN8TE
P - PROPOSED
R - RADI8S
TYP. - TYPICAL
ABBREVIATIONS
ENERGY STORAGE SYSTE0 DESCRIPTION
NA0EPLATE PHASE 0W 0WH
NA0EPLATE PHASE 0W 0WH
NA0EPLATE TOTAL 0W 0WH
BESS 0ATERIAL LIST
N80BER O) BATTERY ENCLOS8RES
BOL
N80BER O) BATTERY ENCLOS8RES
EOL
N80BER O) 0V TRANS)OR0ERS
BOL
N80BER O) 0V TRANS)OR0ERS
EOL
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. No. REVISIONS DATE BY DATE
AS SHOWN
CHECKED BY
SCALE
DESIGNED BY
DRAWN BY
KHA PROJECT
COR0ORANT BESS
PREPARED )OR
AREVON Plotted By
Schlueter, Noble Sheet Set
Kha Layout
GRADING AND DRAINAGE PLAN
OPTION
)ebruary ,
pmK
?SNDBLDEV?
- CormorantBDaly City CA?CAD?Preliminary?GRADING PLAN E.dwg
DALY CITY CA
JB
)C
JB
SHEET N80BER
KI0LEY-HORN AND ASSOCIATES, INC.
B STREET, S8ITE
SAN DIEGO, CA
PHONE
--
WWW.KI0LEY-HORN.CO0
NOT )OR
CONSTR8CTION
GRAPHIC SCALE IN )EET
GRADING AND DRAINAGE PLAN
OPTION
NORTH
; ; ; ; ; ;
;
;
;
;
;
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;
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;
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SS
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W
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E
E
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)O8ND DISC
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. ALL ELEVATIONS SHOWN ARE TOP O) )INISHED GRADE OR EDGE O) PAVE0ENT 8NLESS OTHERWISE NOTED.
. GENERAL C8T VOL80E ;;,;;; CY, GENERAL )ILL VOL80E ;;,;;; CY. . S8RVEY CO8LD NOT LOCATE E;ISTING DRAINS LOCATED ON CARTER STREET GOING IN TO PROJECT SITE D8RING WALK DOWN.
. PROJECT SITE ENTRANCE TO BE TE0PORARILY GRADED )OR BATTERY ENCLOS8RE DELIVERY AS RECO00ENDED BY OE0. TE0PORARY ENTRANCE GRADING TO BE REVISED A)TER DELIVERY O) BATTERY ENCLOS8RES. . SCREENING WALLS ARE SHOWN )OR RE)ERENCE ONLY, AND INCL8DE ONLY LOCATION AND S8RRO8NDING S8R)ACE CONTO8R ELEVATIONS. THE INCL8SION O) RETAINING WALLS IS S8BJECT TO )INAL SITE LAYO8T AND GRADING.
NOTES
ABBREVIATIONS
BESS - BATTERY ENERGY STORAGE SYSTE0
CY - C8BIC YARD
E;. - E;ISTING
GP0 - GALLONS PER 0IN8TE
P - PROPOSED
R - RADI8S
TYP. - TYPICAL
. ALL ELEVATIONS SHOWN ARE TOP O) )INISHED GRADE OR EDGE O) PAVE0ENT 8NLESS OTHERWISE NOTED.
. GENERAL C8T VOL80E ;;,;;; CY, GENERAL )ILL VOL80E ;;,;;; CY. . S8RVEY CO8LD NOT LOCATE E;ISTING DRAINS LOCATED ON CARTER STREET GOING IN TO PROJECT SITE D8RING WALK DOWN.
. PROJECT SITE ENTRANCE TO BE TE0PORARILY GRADED )OR BATTERY ENCLOS8RE DELIVERY AS RECO00ENDED BY OE0. TE0PORARY ENTRANCE GRADING TO BE REVISED A)TER DELIVERY O) BATTERY ENCLOS8RES. . SCREENING WALLS ARE SHOWN )OR RE)ERENCE ONLY, AND INCL8DE ONLY LOCATION AND S8RRO8NDING S8R)ACE CONTO8R ELEVATIONS. THE INCL8SION O) RETAINING WALLS IS S8BJECT TO )INAL SITE LAYO8T AND GRADING.
NOTES
ABBREVIATIONS
BESS - BATTERY ENERGY STORAGE SYSTE0
CY - C8BIC YARD
E;. - E;ISTING
GP0 - GALLONS PER 0IN8TE
P - PROPOSED
R - RADI8S
TYP. - TYPICAL
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. No. REVISIONS DATE BY DATE AS SHOWN CHECKED BY SCALE DESIGNED BY DRAWN BY KHA PROJECT COR0ORANT BESS PREPARED )OR AREVON Plotted By
Schlueter, Noble Sheet Set
Kha Layout
8TILITY PLAN
OPTION
)ebruary ,
pm K
?SNDBLDEV?
- CormorantBDaly City CA?CAD?Preliminary?8TILITY PLAN E.dwg DALY CITY CA
JB)CJB SHEET N80BER KI0LEY-HORN AND ASSOCIATES, INC. B STREET, S8ITE
SAN DIEGO, CA
PHONE
--
WWW.KI0LEY-HORN.CO0 NOT )OR CONSTR8CTION GRAPHIC SCALE IN )EET 8TILITY PLAN OPTION
NORTH
CARTER STREET ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; N
W .
N
E .
N
E .
N
W .
N
E .
. CP SET REBAR CAP NORTH
. EAST
.
. WTP0 WTVT .)T BY .)T
SS SS SS
SS
SD SD SS SS T T T T T T T T T G G G G SD SD SD SS SS
SD SD W W W G G G G G G G T T T T W W W W W W W E E E E E D E E E E E E E E
R
ACCESS EASE0ENT )IRST
OR
ACCESS EASE0ENT SECOND
OR
STRIP DEED OR
48ITCLAI0ED BY OR
E;CEPTION
E;. W
ACCESS EASE0ENT PER PREVIO8S PTR )O )O )O )O )O )O )O )O )O )O )O )O )O
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E;. ELECTRICAL LINE E;. ELECTRICAL BO; E;. ELECTRICAL LINE E;. ELECTRICAL VA8LT E;. ELECTRICAL VA8LT 0AINTENANCE AREA >P@ STOR0WATER 0ANAGE0ENT BASIN >P@ EASE0ENT >P@
.
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.
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.
E;. ROAD EASE0ENT
TYP.
PARCEL O) AGREE0ENT DATED APRIL ,
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TO BE ADDED TO TITLE REPORT
; ; )W )W LEGEND PROPERTY LINE RIGHT-O)-WAY SETBACK EASE0ENT CENTERLINE )ENCE PROPERTY BO8NDARY SCREEN WALL )IRE WATER LINE )IRE HYDRANT E;ISTING 8TILITY POINT O) CONNECTION BENDS E E )O )O PROPOSED ELECTRICAL LINE PROPOSED )IBER OPTIC LINE GATE VALVE ; ; )W )W LEGEND PROPERTY LINE RIGHT-O)-WAY SETBACK EASE0ENT CENTERLINE )ENCE PROPERTY BO8NDARY SCREEN WALL )IRE WATER LINE )IRE HYDRANT E;ISTING 8TILITY POINT O) CONNECTION BENDS E E )O )O PROPOSED ELECTRICAL LINE PROPOSED )IBER OPTIC LINE GATE VALVE NOTES E;ISTING -INCH D8CTILE IRON P8BLIC WATER 0AIN TIE-IN WITH ;; IN )LANGED TEE AND
IN B8TTER)LY VALVES PER CITY O) DALY CIY STANDARD DETAIL W-. LOCATION AND DETAILS TO BE COORDINATED WITH THE CITY O) DALY CITY DEPART0ENT O) P8BLIC WORKS. BELOW GRADE -INCH 08ELLER ISOLATION GATE VALVE WITH VALVE BO; AND COVER IN ACCORDANCE WITH CITY O) DALY CITY DEPART0ENT O) P8BLIC WORKS RE48IRE0ENTS. )IRE HYDRANT, ISOLATION VALVE, AND BOLLARDS IN ACCORDANCE WITH CITY RE48IRE0ENTS. 8NLESS OTHERWISE APPROVED, HYDRANTS SHALL BE WET-BARREL TYPE CLOW 0ODEL NO. . GATE SEC8RING )IRE APPARAT8S ACCESS ROAD DESIGNED IN ACCORDANCE WITH CALI)ORNIA )IRE CODE NOTE LESS THAN -)EET WIDE. GATE ACCESS PROVIDED IN ACCORDANCE WITH THE CALI)ORNIA )IRE CODE. BACK)LOW DEVICE IN ACCORDANCE WITH 8SC LIST O) APPROVED BACK)LOW PREVENTION ASSE0BLIES PROPOSED PRELI0INARY 8NDERGRO8ND GEN-TIE RO8TE. S8BJECT TO CHANGE BASED ON )INAL SITE DESIGN. PROPOSED PRELI0INARY )IBER OPTIC LINE. S8BJECT TO CHANGE BASED ON )INAL SITE DESIGN. )IRE E;TING8ISHER INSTALLED IN ACCORDANCE WITH THE I)C AND N)PA . INSTALL PVC C- , CLASS , WATER LINE WITH SEL) RESTRAINING 0ECHANICAL )ITTINGS. TRENCHING PER CITY O) DALY CITY DEPART0ENT O) P8BLIC WORKS STANDARD DETAIL S-. 8TILITY NOTES ABBREVIATIONS BESS - BATTERY ENERGY STORAGE SYSTE0 CY - C8BIC YARD E;. - E;ISTING GP0 - GALLONS PER 0IN8TE P - PROPOSED R - RADI8S TYP. - TYPICAL . )INAL LAYO8T S8BJECT TO CHANGES BASED ON )INAL ENVIRON0ENTAL AND CIVIL SETBACK DISTANCES. . E48IP0ENT 48ANTITIES, CON)IG8RATION, AND )OOTPRINT S8BJECT TO CHANGE BASED ON )INAL BESS TECHNOLOGY SELECTION AND ADDITIONAL PROJECT D8E DILIGENCE. . DESIGN, )ABRICATION, INSTALLATION, INSPECTION, AND TESTING O) )ACILITY PIPING SHALL BE IN ACCORDANCE WITH N)PA , CALI)ORNIA )IRE CODE AND CITY O) DALY CITY RE48IRE0ENTS. PIPING SHALL BE CE0ENT-LINED D8CTILE IRON IWWA C 8NLESS OTHERWISE APPROVED. E;TERNAL RESTRAINT RE48IRE0ENTS SHALL BE VERI)IED D8RING DETAILED DESIGN. . ANTICIPATED )IRE )LOW TO BE , GP0 TO S8PPORT TWO
GP0 HOSE STREA0S. PER TESLA )IRE)IGHTING RECO00ENDATIONS, ONLY DE)ENSIVE )IRE)IGHTING TO COOL ADJACENT ENCLOS8RES IS RECO00ENDED. . THE LOOPED )IRE APPARAT8S ACCESS ROAD IS )EET WIDE. . ALL DI0ENSIONS ARE SHOWN )RO0 CENTER O) PIPE 8NLESS OTHER WISE NOTED. . THE E;ISTING 8TILITIES SHOWN ARE BASED ON AVAILABLE RECORDS. THE CONTRACTOR 08ST )IELD DETER0INE THE LOCATION AND DEPTH O) ALL 8TILITIES PRIOR TO ANY CONSTR8CTION. REPORT DISCREPANCIES AND POTENTIAL CON)LICTS WITH PROPOSED 8TILITIES TO ENGINEER PRIOR TO INSTALLATION O) ANY PIPING. . ALL 8TILITY PIPE LENGTHS ON PLANS ARE SHOWN )OR RE)ERENCE AND COORDINATION. PIPE LENGTHS ARE NOT SHOWN )OR BIDDING OR ESTI0ATING P8RPOSES. . CONTRACTOR TO CON)IR0 ALL 8TILITY CROSSINGS PRIOR TO CONSTR8CTION. NOTES E;ISTING -INCH D8CTILE IRON P8BLIC WATER 0AIN TIE-IN WITH ;; IN )LANGED TEE AND
IN B8TTER)LY VALVES PER CITY O) DALY CIY STANDARD DETAIL W-. LOCATION AND DETAILS TO BE COORDINATED WITH THE CITY O) DALY CITY DEPART0ENT O) P8BLIC WORKS. BELOW GRADE -INCH 08ELLER ISOLATION GATE VALVE WITH VALVE BO; AND COVER IN ACCORDANCE WITH CITY O) DALY CITY DEPART0ENT O) P8BLIC WORKS RE48IRE0ENTS. )IRE HYDRANT, ISOLATION VALVE, AND BOLLARDS IN ACCORDANCE WITH CITY RE48IRE0ENTS. 8NLESS OTHERWISE APPROVED, HYDRANTS SHALL BE WET-BARREL TYPE CLOW 0ODEL NO. . GATE SEC8RING )IRE APPARAT8S ACCESS ROAD DESIGNED IN ACCORDANCE WITH CALI)ORNIA )IRE CODE NOTE LESS THAN -)EET WIDE. GATE ACCESS PROVIDED IN ACCORDANCE WITH THE CALI)ORNIA )IRE CODE. BACK)LOW DEVICE IN ACCORDANCE WITH 8SC LIST O) APPROVED BACK)LOW PREVENTION ASSE0BLIES PROPOSED PRELI0INARY 8NDERGRO8ND GEN-TIE RO8TE. S8BJECT TO CHANGE BASED ON )INAL SITE DESIGN. PROPOSED PRELI0INARY )IBER OPTIC LINE. S8BJECT TO CHANGE BASED ON )INAL SITE DESIGN. )IRE E;TING8ISHER INSTALLED IN ACCORDANCE WITH THE I)C AND N)PA . INSTALL PVC C- , CLASS , WATER LINE WITH SEL) RESTRAINING 0ECHANICAL )ITTINGS. TRENCHING PER CITY O) DALY CITY DEPART0ENT O) P8BLIC WORKS STANDARD DETAIL S-. 8TILITY NOTES ABBREVIATIONS BESS - BATTERY ENERGY STORAGE SYSTE0 CY - C8BIC YARD E;. - E;ISTING GP0 - GALLONS PER 0IN8TE P - PROPOSED R - RADI8S TYP. - TYPICAL . )INAL LAYO8T S8BJECT TO CHANGES BASED ON )INAL ENVIRON0ENTAL AND CIVIL SETBACK DISTANCES. . E48IP0ENT 48ANTITIES, CON)IG8RATION, AND )OOTPRINT S8BJECT TO CHANGE BASED ON )INAL BESS TECHNOLOGY SELECTION AND ADDITIONAL PROJECT D8E DILIGENCE. . DESIGN, )ABRICATION, INSTALLATION, INSPECTION, AND TESTING O) )ACILITY PIPING SHALL BE IN ACCORDANCE WITH N)PA , CALI)ORNIA )IRE CODE AND CITY O) DALY CITY RE48IRE0ENTS. PIPING SHALL BE CE0ENT-LINED D8CTILE IRON IWWA C 8NLESS OTHERWISE APPROVED. E;TERNAL RESTRAINT RE48IRE0ENTS SHALL BE VERI)IED D8RING DETAILED DESIGN. . ANTICIPATED )IRE )LOW TO BE , GP0 TO S8PPORT TWO
GP0 HOSE STREA0S. PER TESLA )IRE)IGHTING RECO00ENDATIONS, ONLY DE)ENSIVE )IRE)IGHTING TO COOL ADJACENT ENCLOS8RES IS RECO00ENDED. . THE LOOPED )IRE APPARAT8S ACCESS ROAD IS )EET WIDE. . ALL DI0ENSIONS ARE SHOWN )RO0 CENTER O) PIPE 8NLESS OTHER WISE NOTED. . THE E;ISTING 8TILITIES SHOWN ARE BASED ON AVAILABLE RECORDS. THE CONTRACTOR 08ST )IELD DETER0INE THE LOCATION AND DEPTH O) ALL 8TILITIES PRIOR TO ANY CONSTR8CTION. REPORT DISCREPANCIES AND POTENTIAL CON)LICTS WITH PROPOSED 8TILITIES TO ENGINEER PRIOR TO INSTALLATION O) ANY PIPING. . ALL 8TILITY PIPE LENGTHS ON PLANS ARE SHOWN )OR RE)ERENCE AND COORDINATION. PIPE LENGTHS ARE NOT SHOWN )OR BIDDING OR ESTI0ATING P8RPOSES. . CONTRACTOR TO CON)IR0 ALL 8TILITY CROSSINGS PRIOR TO CONSTR8CTION.
SCALE IN FEET
0 8' 16' 32'
SCALE IN FEET
0 8' 16' 32'
sheet of sheets
project
drawing rev.
file
designed detailed
no. date by ckd description no. date by ckd
Scale For Microfilming Inches Millimeters
1 2 3 4 5 6 7 8 9 10 11 12 13
H
G
F
E
D
C
B
A
14 15
description
contract
C. BRYAN C. BRYAN
CORMORANT ENERGY STORAGE, LLC
BATTERY ENERGY STORAGE SYSTEM
ELEVATION B - LOOKING NORTH
EXS101 D
1 4
SAN MATEO COUNTY, CALIFORNIA 148226-EXS101.dwg
816-333-9400
KANSAS CITY, MO 64114
9400 WARD PARKWAY
Burns & McDonnell Engineering Co, Inc.
A 2/20/24 CCB AR ISSUED FOR CONDITIONAL USE PERMIT
VIEW LOOKING NORTH
ELEVATION A
VIEW LOOKING NORTH
ELEVATION A
C:\USERS\EDVILA\BURNS & MCDONNELL\ENR STORAGE - LINKS - LINKS\PROJECTS\AREVON\20231010 - CORMORANT BESS SUPPORT\03 - DESIGN DOCS\02 - STRUCTURAL\148226-EXS101.DWG 10/10/2024 3:02 PM EDVILA NOTES:
1. ELEVATION VIEWS BASED UPON CURRENT PROPOSED SITE
LAYOUT AND PRELIMINARY DESIGN
2. DIMENSIONS ARE APPROXIMATE AND WILL BE FINALIZED IN
DETAILED DESIGN. MATCHLINE
PRELIMINARY - NOT
FOR CONSTRUCTION
PURPOSE BUILT
BATTERY ENCLOSURES
TOP OF EQUIPMENT
EL 9'-2" INCL 6" FOUNDATION TYP MATCHLINE
FUTURE PURPOSE BUILT
BATTERY ENCLOSURES
TOP OF EQUIPMENT
EL 9'-2" INCL 6"
FOUNDATION TYP
8'-6" TALL PRECAST
CONC WALL W/ 1'-6"
CLIMBING DETERRENT (TYP)
WALL DETAILS
HIDDEN FOR CLARITY
8'-6" TALL PRECAST
CONC WALL W/ 1'-6"
CLIMBING DETERRENT (TYP)
WALL DETAILS
HIDDEN FOR CLARITY
150'-0"
158'-0"
166'-0"
134'-0"
142'-0"
126'-0"
150'-0"
158'-0"
166'-0"
134'-0"
142'-0"
126'-0"
FUTURE PURPOSE BUILT
BATTERY ENCLOSURES
TOP OF EQUIPMENT
EL 9'-2" INCL 6" FOUNDATION TYP
ON-SITE MAINTENANCE AREA
EL 9' 10"
B 5/3/24 CCB AR ISSUED FOR CONDITIONAL USE PERMIT
SURVEILLANCE CAMERA TYP
EL 12' 6"
IR DETECTOR TYP
EL 12' 6"
SURVEILLANCE CAMERA TYP
EL 12' 6"
IR DETECTOR TYP
EL 12' 6"
C 6/7/24 CCB AR ISSUED FOR CONDITIONAL USE PERMIT
D 10/2/24 CCB AR ISSUED FOR CONDITIONAL USE PERMIT
SCALE IN FEET
0 8' 16' 32'
SCALE IN FEET
0 8' 16' 32'
sheet of sheets
project
drawing rev.
file
designed detailed
no. date by ckd description no. date by ckd
Scale For Microfilming Inches Millimeters
1 2 3 4 5 6 7 8 9 10 11 12 13
H
G
F
E
D
C
B
A
14 15
description
contract
C. BRYAN C. BRYAN
CORMORANT ENERGY STORAGE, LLC
BATTERY ENERGY STORAGE SYSTEM
ELEVATION B - LOOKING WEST
EXS102 D
2 4
SAN MATEO COUNTY, CALIFORNIA 148226-EXS102.dwg
816-333-9400
KANSAS CITY, MO 64114
9400 WARD PARKWAY
Burns & McDonnell Engineering Co, Inc.
A 2/20/24 CCB AR ISSUED FOR CONDITIONAL USE PERMIT
VIEW LOOKING WEST
ELEVATION B
VIEW LOOKING WEST
ELEVATION B MATCHLINE
C:\USERS\EDVILA\BURNS & MCDONNELL\ENR STORAGE - LINKS - LINKS\PROJECTS\AREVON\20231010 - CORMORANT BESS SUPPORT\03 - DESIGN DOCS\02 - STRUCTURAL\148226-EXS102.DWG 10/10/2024 3:07 PM EDVILA NOTES:
1. ELEVATION VIEWS BASED UPON CURRENT PROPOSED SITE
LAYOUT AND PRELIMINARY DESIGN
2. DIMENSIONS ARE APPROXIMATE AND WILL BE FINALIZED IN
DETAILED DESIGN. MATCHLINE
PRELIMINARY - NOT
FOR CONSTRUCTION
8'-6" TALL PRECAST
CONC WALL W/ 1'-6"
CLIMBING DETERRENT (TYP)
WALL DETAILS
HIDDEN FOR CLARITY ON-SITE MAINTENANCE AREA
EL 9' 10"
8'-6" TALL PRECAST
CONC WALL W/ 1'-6"
CLIMBING DETERRENT (TYP)
WALL DETAILS
HIDDEN FOR CLARITY
150'-0"
158'-0"
166'-0"
134'-0"
142'-0"
126'-0"
150'-0"
158'-0"
166'-0"
134'-0"
142'-0"
126'-0"
FUTURE MV
TRANSFORMER
TOP OF EQUIPMENT
EL 7'-6" INCL 6"
FOUNDATION TYP
FUTURE PURPOSE BUILT
BATTERY ENCLOSURES
TOP OF EQUIPMENT
EL 9'-2" INCL 6"
FOUNDATION TYP
MV TRANSFORMER
TOP OF EQUIPMENT
EL 7'-6" INCL 6"
FOUNDATION TYP
PURPOSE BUILT
BATTERY ENCLOSURES
TOP OF EQUIPMENT
EL 9'-2" INCL 6"
FOUNDATION TYP
B 5/3/24 CCB AR ISSUED FOR CONDITIONAL USE PERMIT
SURVEILLANCE CAMERA TYP
EL 12' 6"
IR DETECTOR TYP
EL 12' 6"
SURVEILLANCE CAMERA TYP
EL 12' 6" IR DETECTOR TYP
EL 12' 6"
C 6/7/24 CCB AR ISSUED FOR CONDITIONAL USE PERMIT
D 10/2/24 CCB AR ISSUED FOR CONDITIONAL USE PERMIT
SCALE IN FEET
0 8' 16' 32'
SCALE IN FEET
0 8' 16' 32'
sheet of sheets
project
drawing rev.
file
designed detailed
no. date by ckd description no. date by ckd
Scale For Microfilming Inches Millimeters
1 2 3 4 5 6 7 8 9 10 11 12 13
H
G
F
E
D
C
B
A
14 15
description
contract
C. BRYAN C. BRYAN
CORMORANT ENERGY STORAGE, LLC
BATTERY ENERGY STORAGE SYSTEM
ELEVATION C - LOOKING SOUTH
EXS103 D
3 4
SAN MATEO COUNTY, CALIFORNIA 148226-EXS103.dwg
816-333-9400
KANSAS CITY, MO 64114
9400 WARD PARKWAY
Burns & McDonnell Engineering Co, Inc.
A 2/20/24 CCB AR ISSUED FOR CONDITIONAL USE PERMIT
VIEW LOOKING SOUTH
ELEVATION C MATCHLINE
VIEW LOOKING SOUTH
ELEVATION C
C:\USERS\EDVILA\BURNS & MCDONNELL\ENR STORAGE - LINKS - LINKS\PROJECTS\AREVON\20231010 - CORMORANT BESS SUPPORT\03 - DESIGN DOCS\02 - STRUCTURAL\148226-EXS103.DWG 6/6/2024 2:57 PM EDVILA NOTES:
1. ELEVATION VIEWS BASED UPON CURRENT PROPOSED SITE
LAYOUT AND PRELIMINARY DESIGN
2. DIMENSIONS ARE APPROXIMATE AND WILL BE FINALIZED IN
DETAILED DESIGN. MATCHLINE
PRELIMINARY - NOT
FOR CONSTRUCTION
8'-6" TALL PRECAST
CONC WALL W/ 1'-6"
CLIMBING DETERRENT (TYP)
WALL DETAILS
HIDDEN FOR CLARITY
8'-6" TALL PRECAST
CONC WALL W/ 1'-6"
CLIMBING DETERRENT (TYP)
WALL DETAILS
HIDDEN FOR CLARITY
150'-0"
158'-0"
166'-0"
134'-0"
142'-0"
126'-0"
150'-0"
158'-0"
166'-0"
134'-0"
142'-0"
126'-0"
PURPOSE BUILT
BATTERY ENCLOSURES
TOP OF EQUIPMENT
EL 9'-2" INCL 6"
FOUNDATION TYP
PURPOSE BUILT
BATTERY ENCLOSURES
TOP OF EQUIPMENT
EL 9'-2" INCL 6"
FOUNDATION TYP
B 5/3/24 CCB AR ISSUED FOR CONDITIONAL USE PERMIT
25'-5" TALL MAIN
POWER
TRANSFORMER
W/ 12" SLAB
FUTURE 25'-5" TALL
MAIN POWER
TRANSFORMER
W/ 12" SLAB
SURVEILLANCE CAMERA TYP
EL 12' 6"
IR DETECTOR TYP
EL 12' 6"
SURVEILLANCE
CAMERA TYP
IR DETECTOR TYP EL 12' 6"
EL 12' 6"
65'-0" TALL
SUBSTATION POLES
TYP
C 6/7/24 CCB AR ISSUED FOR CONDITIONAL USE PERMIT
58'-0" TALL
H-FRAME W/
12" SLAB
D 10/2/24 CCB AR ISSUED FOR CONDITIONAL USE PERMIT
SCALE IN FEET
0 8' 16' 32'
SCALE IN FEET
0 8' 16' 32'
sheet of sheets
project
drawing rev.
file
designed detailed
no. date by ckd description no. date by ckd
Scale For Microfilming Inches Millimeters
1 2 3 4 5 6 7 8 9 10 11 12 13
H
G
F
E
D
C
B
A
14 15
description
contract
C. BRYAN C. BRYAN
CORMORANT ENERGY STORAGE, LLC
BATTERY ENERGY STORAGE SYSTEM
ELEVATION D - LOOKING EAST
EXS104 D
4 4
SAN MATEO COUNTY, CALIFORNIA 148226-EXS104.dwg
816-333-9400
KANSAS CITY, MO 64114
9400 WARD PARKWAY
Burns & McDonnell Engineering Co, Inc.
A 2/20/24 CCB AR ISSUED FOR CONDITIONAL USE PERMIT
VIEW LOOKING EAST
ELEVATION D MATCHLINE
VIEW LOOKING EAST
ELEVATION D
C:\USERS\EDVILA\BURNS & MCDONNELL\ENR STORAGE - LINKS - LINKS\PROJECTS\AREVON\20231010 - CORMORANT BESS SUPPORT\03 - DESIGN DOCS\02 - STRUCTURAL\148226-EXS104.DWG 6/6/2024 3:47 PM EDVILA NOTES:
1. ELEVATION VIEWS BASED UPON CURRENT PROPOSED SITE
LAYOUT AND PRELIMINARY DESIGN
2. DIMENSIONS ARE APPROXIMATE AND WILL BE FINALIZED IN
DETAILED DESIGN. MATCHLINE
PRELIMINARY - NOT
FOR CONSTRUCTION
8'-6" TALL PRECAST
CONC WALL W/ 1'-6"
CLIMBING DETERRENT (TYP)
WALL DETAILS
HIDDEN FOR CLARITY
8'-6" TALL PRECAST
CONC WALL W/ 1'-6"
CLIMBING DETERRENT (TYP)
WALL DETAILS
HIDDEN FOR CLARITY
158'-0"
166'-0"
158'-0"
166'-0"
MV TRANSFORMER
TOP OF EQUIPMENT
EL 7'-6" INCL 6"
FOUNDATION TYP
PURPOSE BUILT
BATTERY ENCLOSURES
TOP OF EQUIPMENT
EL 9'-2" INCL 6"
FOUNDATION TYP
FUTURE MV
TRANSFORMER
TOP OF EQUIPMENT
EL 7'-6" INCL 6"
FOUNDATION TYP
FUTURE PURPOSE BUILT
BATTERY ENCLOSURES
TOP OF EQUIPMENT
EL 9'-2" INCL 6"
FOUNDATION TYP
B 5/3/24 CCB AR ISSUED FOR CONDITIONAL USE PERMIT
14'-6" TALL
SUBSTATION
CONTROL
ENCLOSURE
W/ 12" SLAB
25'-5" TALL MAIN
POWER
TRANSFORMER
W/ 12" SLAB
21'-3" TALL LV
BREAKER W/
12" SLAB
22'-9" TALL
FEEDER
BREAKERS W/
12" SLAB
13'-6" TALL MAIN
BREAKER W/ 12' SLAB
58'-0" TALL
H-FRAME W/
12" SLAB
SURVEILLANCE CAMERA TYP
EL 12' 6"
IR DETECTOR TYP
EL 12' 6"
SURVEILLANCE CAMERA TYP
EL 12' 6"
IR DETECTOR TYP
EL 12' 6"
C 6/7/24 CCB AR ISSUED FOR CONDITIONAL USE PERMIT
65'-0" TALL
SUBSTATION POLES
TYP
D 10/2/24 CCB AR ISSUED FOR CONDITIONAL USE PERMIT
Scale For Microfilming
Inches Millimeters
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
M
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K
J
I
H
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F
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D
C
B
A
no. date by description
sheet of sheets
project
drawing rev.
file
ckd
designed detailed
no. date by ckd description
contract
18 19
9400 WARD PARKWAY
KANSAS CITY, MO 64114
816-333-9400
Burns & McDonnell Engineering Co, Inc.
SAN MATEO COUNTY, CALIFORNIA
SKC002
1 S. NICHOLS
9400 WARD PARKWAY
KANSAS CITY, MO 64114
816-333-9400
Burns & McDonnell Engineering Co, Inc.
C
1 SKC002.DGN
- -
C:\Users\jridder\Burns & McDonnell\ENR Storage - Links - 20231010 - Cormorant BESS Support\03 - Design Docs\01 - Civil\Dwgs\Sketches\Daly SKC002.dgn 10/2/2024 jridder 3:10:16 PM
FOR CONSTRUCTION
PRELIMINARY - NOT
A
V. LARSON
02/20/24 KEW -
FIRM LICENSE NO. ???
SAN MATEO COUNTY, CALIFORNIA
CORMORANT ENERGY STORAGE, LLC
EROSION AND SEDIMENT CONTROL DETAILS
BATTERY ENERGY STORAGE SYSTEM
ISSUED FOR CONDITIONAL USE PERMIT
B 05/03/24 CRR -
PLAN
SLOPE
TOP OF
TOE OF SLOPE
KDOT PB-2
RIPRAP
FLOW
FLOW
FLOW
A
FLOW
CULVERT(S)
NEW
EXIST OR
6"
SECTION A
12"
MIN.
1'
7' MIN
EXIST GRADE
EXIST GRADE KDOT PB-2
RIPRAP
EXIST OR NEW CULVERT
GEOTEXTILE
FLOW
2 1
2 1
2. 1.
ALL CHAIN LINK FENCING TO BE BLACK VINYL CLAD.
IT REACHES HALF THE HEIGHT OF THE BARRIER.
INSPECT AS SPECIFIED. REMOVE SEDIMENT AND DEBRIS WHEN
NOTE:
NOT TO SCALE
CULVERT INLET SEDIMENT BARRIER DETAIL
ISSUED FOR CONDITIONAL USE PERMIT
GEOTEXTILE FABRIC
36" MIN FENCE POSTS
DRIVEN 16" INTO GROUND
FLOW
FLOW
5'MAXCTOC
FILTER
HEIGHT OF
6"
(20" MIN) (MIN)
PERSPECTIVE VIEW
"BULGES" DEVELOP IN THE SILT FENCE.
NEEDED AND MATERIAL REMOVED WHEN
MAINTENANCE SHALL BE PERFORMED AS
ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED.
POSTS: STEEL EITHER "T" OR "U"
TYPE OR 2" HARDWOOD.
T140N OR APPROVED EQUAL.
MIRAFI 100X, STABILINKA
GEOTEXTILE FABRIC TO BE FASTENED SECURELY TO
TO FENCE POSTS WITH STAPLES.
WHEN TWO SECTIONS OF GEOTEXTILE FABRIC
GEOTEXTILE FABRIC: FILTER X,
1. 2.
3. GEOTEXTILE FABRIC
COMPACTED SOIL
EMBED GEOTEXTILE FABRIC
MIN 6" INTO GROUND
16" (MIN) 20" (MIN)
FLOW
6" (MIN)
GROUND
UNDISTURBED
NOT TO SCALE
SILT FENCE TRENCH INSTALLATION DETAIL
CONSTRUCTION NOTES FOR FABRICATED SILT FENCE
36" MIN FENCE POST ( 5' MAX C TO C)
PROTECTION
RIPRAP OUTLET
GRADE
EXISTING
SECTION
HDPE FLARED END
3 1
12"
'
GEOTEXTILE (NON-WOVEN)
6' '
THICK
RIPRAP (SEE NOTE 4) 18"
SPILLWAY
EMERGENCY
FLOW
PIPE
OUTLET
C TOP OF BASIN
B EMERGENCY SPILLWAY CREST
A BOTTOM OF BASIN
ELEVATION ID DESCRIPTION
BLANKET
EROSION CONTROL
A
C
B
18" THICK
NOTE 4)
(SEE
RIPRAP
3:1 MAX
NOT TO SCALE
DETENTION BASIN DETAIL
C 10/02/24 CRR - ISSUED FOR CONDITIONAL USE PERMIT
Scale For Microfilming
Inches Millimeters
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
M
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no. date by description
sheet of sheets
project
drawing rev.
file
ckd
designed detailed
no. date by ckd description
contract
18 19
9400 WARD PARKWAY
KANSAS CITY, MO 64114
816-333-9400
Burns & McDonnell Engineering Co, Inc.
SAN MATEO COUNTY, CALIFORNIA
SKC003
1 S. NICHOLS
9400 WARD PARKWAY
KANSAS CITY, MO 64114
816-333-9400
Burns & McDonnell Engineering Co, Inc.
C
1 SKC003.DGN
- -
C:\Users\jridder\Burns & McDonnell\ENR Storage - Links - 20231010 - Cormorant BESS Support\03 - Design Docs\01 - Civil\Dwgs\Sketches\Daly SKC003.dgn 10/2/2024 jridder 3:11:04 PM
FOR CONSTRUCTION
PRELIMINARY - NOT
V. LARSON
FIRM LICENSE NO. ???
TYPICAL AGGREGATE SURFACING DETAIL
SUBGRADE
COMPACTED
NOT TO SCALE
SURFACING
6" AGGREGATE
A 02/20/24 KEW - ISSUED FOR CONDITIONAL USE PERMIT
GATE POST GATE POST
GATE FRAME
BRACE
(TYP.)
CONCRETE
(TYPICAL)
FINISH GRADE
PLUNGER ROD CATCH
CHAIN
LINK
FABRIC
ROD
TRUSS
ROD
TRUSS
FABRIC
LINK
CHAIN
1'-0" MINIMUM
9" MINIMUM
3'-0"
3'-6"
2'-6"
6'-0"
AS INDICATED ON PLANS
GATE OPENING BETWEEN POSTS
6"
LATCH TO
ACCOMMODATE
PADLOCK
2"
NOT TO SCALE
DOUBLE SWING GATE
END BAY 10'-0" (MAXIMUM) MULTIPLES OF
10'-0" MAXIMUM
6'-0"
3'-0"
3'-6"
3'-0"
3'-6"
1'-0" MINIMUM
6"
10" MINIMUM
6"
TENSION WIRE
BOTTOM
FINISH GRADE
(TYPICAL)
CONCRETE
POST
CORNER
ANGLE OR
TOP RAIL
LINE POST
FABRIC
CHAIN LINK
BRACE
TRUSS
ROD
2"
NOT TO SCALE
CHAIN LINK FENCE DETAILS
TOP RAIL
NOT TO SCALE
FENCE CORNER PLAN
PLAN
FRONT STOP
LATCH POST
AS REQUIRED
STRONG PIPE SPLICE
2 3/8" OD 1.939" ID
FENCE BACK INTO ALIGNMENT WITHIN 20'.
OFFSET LATCH POST TO MEET GATE, BRING
LATCH CHAIN LINK
STRONG PIPE SPLICE AS
REQUIRED
WELD ALL
BRACES
(TYP) TENSION
WIRE
TOP OF PIPE
CLAMPS
GATE FRAME
GATE POST
GATE POST
GATE POST BOTTOM RAIL ROLLER
GATE POST
REAR
STOP
BRACE
SECURED
SIDE
BOTTOM
RAIL
ROLLER
JOINTS (TYP)
2 3/8" OD 1.939" ID EXTRA
ROLLER (TYP)
3 1/2" DIA
CONCRETE (TYP)
FABRIC (TYP)
3 1/2" ROLLER
2" OD TUBING
4" OD POST
3 1/2" ROLLER
2" OD (TYP)
4"- 6"
4'- 0"
2'-0"
2"
7"
1'-4"
3'-6"
3'-0"
2'-0"
4'-0"
4'-6"
3'- 6"
2'- 5"
BARBED WIRE
EXTENSION
NO FABRIC THIS PORTION OF GATE
BALLAST LENGTH 4 1/2"
TOP & BOTTOM
#5 REBAR @ 8" EW
3" MIN
6"
5" MIN
MANUFACTURER.
AS RECOMMENDED BY
LOCATE AND INSTALL
GATE OPERATOR
AND CONCRETE PAD.
NOTE TO DETAILER:
INDICATE GATE WIDTHS, INDICATE
FABRIC HEIGHT, INDICATE DIST. BETWEEN
BOTTOM RAIL ROLLER AND GATE POST, BALLAST
LENGTH IS 50% OF GATE OPENING.
5"
NOT TO SCALE
GATE OPERATOR
1 5/8" OD
SECTION
NOT TO SCALE
SLIDING GATE DETAIL
6' 0"
6' 0"
6' 0"
MISCELLANEOUS CIVIL DETAILS
CORMORANT ENERGY STORAGE, LLC
BATTERY ENERGY STORAGE SYSTEM
SAN MATEO COUNTY, CALIFORNIA
B 05/03/24 CRR - ISSUED FOR CONDITIONAL USE PERMIT
C 10/02/24 CRR - ISSUED FOR CONDITIONAL USE PERMIT
Scale For Microfilming
Inches Millimeters
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
M
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F
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D
C
B
A
no. date by description
sheet of sheets
project
drawing rev.
file
ckd
designed detailed
no. date by ckd description
contract
18 19
9400 WARD PARKWAY
KANSAS CITY, MO 64114
816-333-9400
Burns & McDonnell Engineering Co, Inc.
SAN MATEO COUNTY, CALIFORNIA
PP
GNV
GNV
GNV
GNV
GNV
GNV
GNV
GNV
GNV
GNV
GNV
GNV
GNV
GNV
GNV
GNV
GNV
GNV
GNV
GNV
GNV
GNV
132.5
131.9
241.2
242.7
242.7
241.5
240.5
232.6
228.6
207.5
189.7
116.4
166.6
153.1
153.5
153.4
153.5
148.8
157.7
149.7
149.8
150.7
156.7
134.6
132.8
133.7
173.9
222.7
220.6
228.5
229.5
229.5
188.8
171.8
131.3
153.3
133.7
133.5
137.2
135.3
132.5
134.9
141.4
137.5
238.9
156.2
144.9
140.9
133.4
132.2
141.9
132.7
136.7
142.5
130.8
C/L 10' SDE
EASEMENT 5
2001-137372 O.R.
SLOPE EASEMENT
EASEMENT 2
2001-137372 O.R.
60' INGRESS
AND EGRESS
EASEMENT
82-068904 O.R.
PARCEL 2
84-008332
PUBLIC ROADWAY EASEMENT
29'
25'
FD MON
10 LSM 116
R/W PER 9 LSM 22
CB
CB
CB
CB
CB
220
215
170
210
205
200
185
190
1 30
1 25
1 20
1 30
125
120
135
135
1 30
1 25
1 20
1 3
0 1
25 120
135
140
145
150
155
160
135
140
145
150
155
160
165
170
165
150
165
160
155
150
145
140
165
160
220
215
195
190
185
180
175
170
200
195
1 85
1 80
175
170
155
1 80
1 75
1 70
1 65
1 60
1 55
150
1 45
140
155
155
235
230
225
220
215
210
205
1 85
200
240
245
240
235
230
225
215
220
160
165
170
17 1
5 8
18 0
5 19
1 0
95 20
2 0
0 2
5 10
240
SCALE IN FEET
0 50' 100'
NOTES:
???
???
???
???
???
5. 4.
3. 2.
1. NORTH
PLAN NORTH
NORTH
TRUE
CORMORANT ENERGY STORAGE, LLC
C:\Users\jridder\Burns & McDonnell\ENR Storage - Links - 20231010 - Cormorant BESS Support\03 - Design Docs\01 - Civil\Dwgs\Sketches\Daly SKC004.dgn
PRELIMINARY - NOT
FOR CONSTRUCTION
5/3/2024
CRR ---
A
05/03/24
C. ROGERS J. RIDDER
SKC004 A
Daly SKC004.dgn
BATTERY ENERGY STORAGE SYSTEM
DRAINAGE MANAGEMENT AREA PLAN
ISSUED FOR CONDITIONAL USE PERMIT
CARTER STREET
DETENTION BASIN
STORMWATER
COLLECTION SWALE
STORMWATER
STORMWATER DRAIN
BASIN TO EXISTING
STORMWATER DETENTION
OUTFALL PIPE FROM
STORMWATER DRAIN
EXISTING
STORMWATER DRAIN
EXISTING
CULVERT
DMA B
0.22 AC±
DMA C
0.30 AC±
DMA A
8.93 AC±
AREA BOUNDARY (TYP)
DRAINAGE MANAGEMENT
STORMWATER DRAIN
EXISTING
05/10/24 SAN MATEO COUNTY, CALIFORNIA DALY CITY, CALIFORNIA Page 398 of 818
CORMORANT ENERGY
STORAGE
2150 GENEVA AVE.
PH: (000) 000-000
VINYL LETTER FORMS
APPLIED TO SURFACE,
COLOR: BROWN
POWDER COATED
STEEL SIGN
COLOR: WHITE
sheet of sheets
project
drawing rev.
file
designed detailed
no. date by ckd description no. date by ckd
Scale For Microfilming Inches Millimeters
1 2 3 4 5 6 7 8 9 10 11 12 13
H
G
F
E
D
C
B
A
14 15
description
contract
4'
1 - 2'
NOTES:
1. SIGN SHALL MEET ALL CITY CODE REQUIREMENTS. FINAL
SIGN MESSAGING, PHONE NUMBER, AND LOGOS BY OWNER.
DETAIL
N.T.S.
SIGN ALONG GENEVA AVE.
PRELIMINARY - NOT
FOR CONSTRUCTION
R. GARCIA R. GARCIA
CORMORANT ENERGY STORAGE, LLC
BATTERY ENERGY STORAGE SYSTEM
SIGNAGE DETAILS
LSC102 B
2 2
SAN MATEO COUNTY, CALIFORNIA TenaskaDalyCity.dwg
816-333-9400
KANSAS CITY, MO 64114
9400 WARD PARKWAY
Burns & McDonnell Engineering Co, Inc.
2 - DETAIL
N.T.S.
BESS ENCLOSURE SIGN
NOTES:
1. SIGN TO BE LOCATED IN AN APPROVED LOCATION ON EACH BESS ENCLOSURE. SIGN TO BE PROVIDED WITH RELEVANT PRODUCT
INFORMATION AND MUST STATE "ENERGIZED ELECTRICAL CIRCUITS".
ENERGY STORAGE
SYSTEMS
SITE CONTAINS LITHIUM ION BATTERIES
HIGH VOLTAGE ELECTRICAL HAZARD
PH: (000) 000-0000 EMERGENCY CONTACT
NUMBER
A 03/06/24 RG BMS ISSUED FOR CONDITIONAL USE PERMIT
B 05/10/24 RG BMS ISSUED FOR CONDITIONAL USE PERMIT
SIGN ALONG CARTER ST.
C
06/07/24
RG BMS ISSUED FOR CONDITIONAL USE PERMIT C
Roadway Lighting ATBM Note: Specifications subject to change without notice.
PRODUCT OVERVIEW
Applications:
Residential streets
Parking lots
High speed roadways
Autobahn Series ATBM
Roadway
Features:
OPTICAL
Same Light: Performance is comparable to 150W – 250W HPS White Light: Correlated color temperature - 4000K, 70 CRI minimum, 3000K, 70 CRI minimum or optional 5000K, 70 CRI minimum.
IP66 rated borosilicate glass optics ensure longevity and minimize dirt depreciation. Unique IP66 rated LED light engines provide 0% uplight and restrict backlight to within sidewalk depth, providing optimal application coverage and optimal pole spacing.
Available distributions are Type II, III, IV, & V roadway distributions.
ELECTRICAL
Expected Life: LED light engines are rated >100,000 hours at 25°C, L70.
Electronic driver has an expected life of 100,000 hours at a 25°C ambient.
Lower Energy: Saves an expected 40-60% over comparable HID luminaires.
Robust Surge Protection: Standard surge protection is 20kV/10kA “Extreme Level” per ANSI C136.2.
An optional MOV pack provides 10kV/5kA “Enhanced Level.
MECHANICAL
Includes standard AEL lineman-friendly features such as tool-less entry, 3 station terminal block and quick disconnects. Bubble level located inside the electrical compartment for easy leveling at installation.
Rugged die-cast aluminum housing and door are polyester powder-coated for durability and corrosion resistance. Rigorous five-stage pre-treating and painting process yields a finish that achieves a scribe creepage rating of 8 (per ASTM D1654) after over 5000 hours exposure to salt fog chamber (operated per ASTM B117).
Mast arm mount is adjustable for arms from 1-1/4” to 2” (1-5/8” to 2-3/8” O.D.) diameter.
The 2 – bolt and optional 4 bolt clamping mechanism provide 3G vibration rating per ANSI C136.
The Wildlife shield is cast into the housing (not a separate piece).
CONTROLS
NEMA 3 pin photocontrol receptacle is standard, with the Acuity designed ANSI standard 7 pin receptacle optionally available.
Premium solid state locking-style photocontrol – PCSS (10 year rated life) Extreme long life solid state locking-style photocontrol – PCL1 (20 year rated life).
Extreme long life solid state locking-style photocontrol with on demand remote on/off control - PCCC (15 year rated life).
Optional onboard Adjustable Output module allows the light output and input wattage to be modified to meet site specific requirements, and also can allow a single fixture to be flexibly applied in many different applications.
DIMENSIONS
Effective Projected Area (EPA)
The EPA for the ATBM is 0.3 sq. ft.,
Approx. Wt. = 21 lbs. (9.5 kg)
DIMENSIONS
23.75”
7.5”
4.5”
11”
Drop Refractor
1.44 in
13"
4-1/2"
28"
STANDARDS
Color temperatures of ≤ 3000K must be specified for International Dark-Sky Association certification.
Rated for -40°C to 40°C ambient
CSA Certified to U.S. and Canadian standards
Complies with ANSI: C136.2, C136.10, C136.14, C136.31, C136.15, C136.37 148226 Tenaska Daly City Lighting Cut Sheets
COBRA-HEAD TYPE 4:
ATBM-P05-480-R4-NR-HSS Arevon Cormorant Energy Storage, LLC Lighting Cut Sheets Page 400 of 818 Warranty Five-year limited warranty. Complete warranty terms located at:
www.acuitybrands.com/CustomerResources/Terms_and_conditions.aspx Actual performance may differ as a result of end-user environment and application.
Specifications subject to change without notice.
Please contact your sales representative for the latest product information.
AEL Headquarters, 3825 Columbus Road, Granville, OH 43023 www.americanelectriclighting.com
© 2014-2019 Acuity Brands Lighting, Inc. All Rights Reserved. 05/22/19 ATBM
ATBM Autobahn LED
Roadway
MVOLT Multi-volt,
120-277V
347 347V
480 480V
P05 9,700 lumens
P10 11,000 lumens
P20 12,800 lumens
P30 15,500 lumens
P40 17,400 lumens
P50 18,700 lumens
P60 20,000 lumens
P70 21,500 lumens
Color Temperature (CCT)
(Blank) 4000K CCT, 70 CRI Min.
3K 3000K CCT, 70 CRI Min.
5K 5000K CCT, 70 CRI Min.
Paint
(Blank) Gray
BK Black
BZ Bronze
DDB Dark Bronze
GI Graphite
WH White
Surge Protection
(Blank) Standard 20kV/10kA SPD
MP MOV Pack
Miscellaneous Options
HSS House Side Shield
NL NEMA Label Indicating Wattage
XL Not CSA Certified – No Terminal
Block Cover
UMR-XX 8” Horizontal Arm for Round Pole,
Painted to match Fixture
UMS-XX 8” Horizontal Arm for Square Pole,
Painted to match Fixture
UMR-GALV 8” Horizontal Arm for Round Pole,
Painted to match Fixture
UMS-GALV 8” Horizontal Arm for Square Pole,
Painted to match Fixture
Options
Control Options
(Blank) 3 Pin NEMA Photocontrol
Receptacle
P7 7 Pin Photocontrol Receptacle
(dimmable driver included) 1
NR No Photocontrol Receptacle
AO Field Adjustable Output 3
DM 0-10V Dimmable Driver 2
PCSS Solid-State Lighting Photocontrol 4
PCLL Solid-State Long Life Photocontrol
PCCC Solid-State Long Life Photocontrol
with remote control on/off 4
SH Shorting Cap
Packages
(Blank) Standard Pack
JP Job Pack (36/pallet)
(Blank) 2 Bolt Mounting
4B 4 Bolt Mounting
Series Performance Packages Voltage Mounting
Autobahn Series ATBM
Roadway
ORDERING INFORMATION
Accessories
ATBMHSS House Side Shield
ATBMLTS Light Trespass
Shield
RKATBMMVOLTSPD ATBM Acuity SPD,
MVOLT
RKATBMHVSPD ATBM Acuity SPD,
347/480V
RKATBMMVOLTMP ATBM MOV Pack,
MVOLT
RKATBMHVMP ATBM MOV Pack,
347/480V
R2 Roadway Type II
R3 Roadway Type III
R4 Roadway Type IV
R5 Roadway Type V
Optics
Notes:
1 Dimmable Driver included. Not available with DM or NR. 2 Controls by others. Not available with P7 or AO.
3 Not available with DM.
4 MVOLT only.
Warranty Five-year limited warranty. Complete warranty terms located at:
www.acuitybrands.com/CustomerResources/Terms_and_conditions.aspx Actual performance may differ as a result of end-user environment and application.
Specifications subject to change without notice.
Please contact your sales representative for the latest product information.
AEL Headquarters, 3825 Columbus Road, Granville, OH 43023 www.americanelectriclighting.com
© 2014-2019 Acuity Brands Lighting, Inc. All Rights Reserved. 05/22/19 ATBM
Autobahn Series ATBM
Roadway
PERFORMANCE PACKAGE
Note: Individual fixture performance may vary. Specifications subject to change without notice.
Performance
Package Distribution Input Watts
3K (3000K CCT, 70 CRI) 4K/5K (4000K/5000K CCT, 70 CRI) LLD @ 25ºC Lumens LPW B U G Lumens LPW B U G 25k
Hours
75k
Hours
100k
Hours
P05
R2
68 9,396 138 1 0 2 9,718 143 1 0 2
0.93 0.86 0.83 R3 9,366 138 1 0 3 9,688 142 1 0 3
R4 9,030 133 1 0 3 9,340 137 1 0 3
R5 10,334 152 3 0 2 10,689 157 3 0 2
P10
R2
81 10,635 131 2 0 3 11,299 139 2 0 3
0.93 0.86 0.83 R3 10,675 132 2 0 3 11,302 140 2 0 3
R4 10,391 128 2 0 4 10,994 136 2 0 4
R5 11,504 142 3 0 2 12,086 149 3 0 2
P20
R2
94 12,073 128 2 0 3 12,874 137 2 0 3
0.93 0.86 0.83 R3 12,065 128 2 0 3 12,818 136 2 0 3
R4 11,946 127 2 0 4 12,525 133 2 0 4
R5 13,085 139 4 0 2 13,776 147 4 0 2
P30
R2
118
14,637 124 2 0 3 15,514 131 2 0 3
0.93 0.86 0.83 R3 14,631 124 2 0 3 15,452 131 2 0 3
R4 14,317 121 2 0 4 15,151 128 2 0 5
R5 15,775 134 4 0 2 16,685 141 4 0 2
P40
R2
135
16,233 120 2 0 3 17,493 130 2 0 3
0.93 0.86 0.83 R3 16,402 121 2 0 3 17,367 129 2 0 3
R4 15,911 118 2 0 5 17,008 126 2 0 5
R5 17,507 130 4 0 2 18,595 138 4 0 2
P50
R2
152
17,541 115 2 0 3 18,748 123 2 0 3
0.93 0.86 0.83 R3 17,677 116 2 0 4 18,712 123 2 0 4
R4 17,154 113 2 0 5 18,246 120 2 0 5
R5 19,008 125 4 0 2 20,088 132 4 0 2
P60
R2
168
18,770 112 2 0 3 20,095 120 3 0 3
0.93 0.86 0.83 R3 18,830 112 2 0 4 20,094 120 3 0 4
R4 18,369 109 2 0 5 19,648 117 2 0 5
R5 20,350 121 4 0 2 21,505 128 4 0 2
P70
R2
190
20,190 106 3 0 3 21,565 114 3 0 3
0.93 0.86 0.83 R3 20,142 106 3 0 4 21,504 113 3 0 4
R4 19,660 103 2 0 5 21,024 111 3 0 5
R5 21,988 116 4 0 2 23,076 121 4 0 2
Warranty Five-year limited warranty. Complete warranty terms located at:
www.acuitybrands.com/CustomerResources/Terms_and_conditions.aspx Actual performance may differ as a result of end-user environment and application.
Specifications subject to change without notice.
Please contact your sales representative for the latest product information.
AEL Headquarters, 3825 Columbus Road, Granville, OH 43023 www.americanelectriclighting.com
© 2014-2019 Acuity Brands Lighting, Inc. All Rights Reserved. 05/22/19 ATBM
Autobahn Series ATBM
Roadway
3" 1-1/2" RAD.
1/4" PLATE
3" 8"
1.66 O.D. x .140 WALL TB.
.43 x 1-3/4" SLOT 1/4" PLATE
5-1/2" 2-7/8" 7-1/2""
(2 PLCS.)
UMR POLE ADAPTOR
RECOMMENDED FOR USE WITH POLES OF 4" DIAMETER OR SMALLER
UMS POLE ADAPTOR
Holophane / 3825 Columbus Rd., Granville, OH 43023 / Phone: 866-HOLOPHANE / www.holophane.com ©2016 Acuity Brands Lighting, Inc. All rights reserved. Rev. 03/23/16 Specifications are subject to change without notice.
FRTAU
FRTAU
Anchor Base Poles/Mounting Arm(s) Combo
Catalog Number
Notes Type
FRTAU BMA
Series
Nominal Fixture
Mounting Height
Nominal Shaft Base Size/
Wall Thickness Mounting Arm Length Finish Options
FRTAU 20 20 feet
25 25 feet
30 30 feet
35 35 feet
40 40 feet
6E 6.0" x 4.0" x .156"
7E 7.0" x 4.0" x .156"
8E 8.0" x 4.5" x .156"
8G 8.0" x 4.5" x .188"
8J 8.0" x 4.5" x .250"
6G 6.0" x 4.0" x .188"
7G 7.0" x 4.0" x .188"
8G 8.0" x 4.5" x .188"
8J 8.0" x 4.5" x .250"
10G 10.0" x 6.0" x .188"
10L 10.0" x 6.0" x .219"
10J 10.0" x 6.0" x .250
BMA Bolt on mast
arm
US4 Single 4' arm
US6 Single 6' arm
US8 Single 8' arm
2US4 Double 4' arm
2US6 Double 6' arm
2US8 Double 8' arm
Standard colors
BK Black
BZ Bronze
GH Graphite
GN Green
GR Gray
SB Satin Brush
WH White
AB Anchor bolts
1 Festoon box
2 Full base cover
3 Vibration damper
4 Tamper proof
ORDERING INFORMATION Lead times will vary depending on options selected. Consult with your sales representative. Example: FRTAU 20 6G BMA US6 SB
HAND HOLE ORIENTATION
Intended Use
Round tapered aluminum roadway pole with upsweep mast arm(s) for up to 40 foot mounting heights including rise of arm.
Construction
Shaft: Shaft is spun tapered from seamless 6063 alloy aluminum tubing and heat-treated to a T6 temper. Circumferential satin-brushed nish. Round in cross-section down length of shaft and cone ta-pered to the base diameter.
Arm: Body of mounting arm is tapered aluminum alloy 6063-T6 tube with 2-3/ 8" OD (2" NPS) pipe size at luminaire end. The pole end of the arm is welded to an aluminum alloy 6063-T6 mounting plate.
Mounting: Arm mounting plate bolts to the shaft using stainless steel bolts, nuts and washers. A grommet is provided for the 1-1/4" diameter wiring hole between the pole shaft and the bracket arm.
Anchor base: Cast from A356 aluminum alloy and heat treated to T6 temper. Base plate and shaft are circumferentially welded top and bottom.
Anchor bolts: Fabricated from carbon steel bar with minimum-yield strength of 55,000 psi. Upper portion of anchor bolt is galvanized per ASTM A-153. Each anchor bolt is furnished with two hex nuts and two washers.
Grounding: Provision located inside hand hole rim. Grounding hardware is not included (provided by others).
Hand hole: A nominal 3" x 5" or 4" or 6" reinforced flush covered hand hole is centered 18" above the base.
Top Cap: Removable top cap provided.
Bolt Covers: A356 bolt covers included with anchor base unless otherwise specified.
Finish
Must specify finish.
Warranty
1-year limited warranty. Complete warranty terms located at:
www.acuitybrands.com/CustomerResources/Terms_and_Conditions. aspx
NOTE: Actual performance may differ as a result of end-user environment and application.
Specifications subject to change without notice.
Round Tapered Aluminum Pole
Single and Double Mounting
Arms at 20' to 40' Fixture Mounting Heights
A
Arm is located on side B or B & D
C
D B
SINGLE ARM POLE:
FRTAU206EBMAUS4GRAB Page 404 of 818
Holophane / 3825 Columbus Rd., Granville, OH 43023 / Phone: 866-HOLOPHANE / www.holophane.com ©2016 Acuity Brands Lighting, Inc. All rights reserved. Rev. 03/23/16 Specifications are subject to change without notice.
FRTAU
DIMENSIONAL DATA
TECHNICAL INFORMATION
FRTAU
Round Tapered Aluminum Poles with Mounting Arm(s)
Important:
• Do not erect poles without having fixtures installed. • Factory-supplied templates must be used when setting anchor bolts.
Acuity will not accept claim for incorrect anchorage placement due to failure to use factory template.
• If poles are stored outside, all protective wrapping must be removed immediately upon delivery to prevent finish damage.
Note: These specifications are intended for general purposes only. Acuity reserves the right to change material or design, without prior notice, in a continuing effort to upgrade its products.
Holophane Pole
Number
Fixture
Mounting
Height
Nominal Shaft
Base, Wall
Thickness
Quality of Arm and
Length
EPA ft2 with 1.3
Gust per Arm
100 MPH
Maximum
Weight (lbs.)
Bolt Circle
(in.) Bolt Size (in.)
Anchor Bolt
Ship Level
Anchor Bolt
Template Ship
Level
FRTAU206EBMAUS4 20 6.0 X 4.0 X .156 Single Arm 4 feet 2 65 9.50 .75 X 30 X 3 AB-38-4 TMP-42 FRTAU257EBMAUS4 25 7.0 X 4.0 X .156 Single Arm 4 feet 2 65 10.50 1 X 36 X 4 AB-27-4 TMP-44 FRTAU308EBMAUS4 30 8.0 X 4.5 X .156 Single Arm 4 feet 2 65 11.50 1 X 36 X 4 AB-27-4 TMP-46 FRTAU358GBMAUS4 35 8.0 X 4.5 X .188 Single Arm 4 feet 2 65 11.50 1 X 36 X 4 AB-27-4 TMP-46 FRTAU408JBMAUS4 40 8.0 X 4.5 X .250 Single Arm 4 feet 2 65 11.50 1 X 36 X 4 AB-27-4 TMP-46 FRTAU206GBMAUS6 20 6.0 X 4.0 X .188 Single Arm 6 feet 2 65 9.50 .75 x 30 x 3 AB-38-4 TMP-42 FRTAU257GBMAUS6 25 7.0 X 4.0 X .188 Single Arm 6 feet 2 65 10.50 1 X 36 X 4 AB-27-4 TMP-44 FRTAU308GBMAUS6 30 8.0 X 4.5 X .188 Single Arm 6 feet 2 65 11.50 1 X 36 X 4 AB-27-4 TMP-46 FRTAU358JBMAUS6 35 8.0 X 4.5 X .250 Single Arm 6 feet 2 65 11.50 1 X 36 X 4 AB-27-4 TMP-46 FRTAU408JBMAUS6 40 8.0 X 4.5 X .250 Single Arm 6 feet 2 65 11.50 1 X 36 X 4 AB-27-4 TMP-46 FRTAU206GBMAUS8 20 6.0 X 4.0 X .188 Single Arm 8 feet 1.74 65 9.50 .75 x 30 x 3 AB-38-4 TMP-42 FRTAU258EBMAUS8 25 8.0 X 4.0 X .156 Single Arm 8 feet 1.74 65 11.50 1 X 36 X 4 AB-27-4 TMP-46 FRTAU308GBMAUS8 30 8.0 X 4.5 X .188 Single Arm 8 feet 1.74 65 11.50 1 X 36 X 4 AB-27-4 TMP-46 FRTAU358JBMAUS8 35 8.0 X 4.5 X .250 Single Arm 8 feet 1.74 65 11.50 1 X 36 X 4 AB-27-4 TMP-46 FRTAU4010GBMAUS8 40 10.0 X 4.5 X .188 Single Arm 8 feet 1.74 65 14.50 1 X 48 X 4 AB-39-4 TMP-51 FRTAU206GBMA2US4 20 6.0 X 4.0 X .188 Double Arm 4 feet (2@180) 2 65 9.50 .75 X 30 X 3 AB-38-4 TMP-42 FRTAU258EBMA2US4 25 8.0 X 4.5 X .156 Double Arm 4 feet (2@180) 2 65 11.50 1 X 36 X 4 AB-27-4 TMP-46 FRTAU308GBMA2US4 30 8.0 X 4.5 X .188 Double Arm 4 feet (2@180) 2 65 11.50 1 X 36 X 4 AB-27-4 TMP-46 FRTAU3510GBMA2US4 35 10 X 6.0 X .188 Double Arm 4 feet (2@180) 2 65 14.50 1 X 48 X 4 AB-39-4 TMP-51 FRTAU4010LBMA2US4 40 10 X 6.0 X .219 Double Arm 4 feet (2@180) 2 65 14.50 1 X 48 X 4 AB-39-4 TMP-51 FRTAU207EBMA2US6 20 7.0 X 4.0 X .156 Double Arm 6 feet (2@180) 2 65 10.50 1 X 36 X 4 AB-27-4 TMP-44 FRTAU258EBMA2US6 25 8.0 X 4.5 X .156 Double Arm 6 feet (2@180) 2 65 11.50 1 X 36 X 4 AB-27-4 TMP-46 FRTAU308JBMA2US6 30 8.0 X 4.5 X .250 Double Arm 6 feet (2@180) 2 65 11.50 1 X 36 X 4 AB-27-4 TMP-46 FRTAU3510GBMA2US6 35 10 X 6.0 X .188 Double Arm 6 feet (2@180) 2 65 14.50 1 X 48 X 4 AB-39-4 TMP-51 FRTAU4010LBMA2US6 40 10 X 6.0 X .219 Double Arm 6 feet (2@180) 2 65 14.50 1 X 48 X 4 AB-39-4 TMP-51 FRTAU207GBMA2US8 20 7.0 X 4.0 X .188 Double Arm 8 feet (2@180) 1.74 65 10.50 1 X 36 X 4 AB-27-4 TMP-44 FRTAU258GBMA2US8 25 8.0 X 4.5 X .188 Double Arm 8 feet (2@180) 1.74 65 11.50 1 X 36 X 4 AB-27-4 TMP-46 FRTAU308JBMA2US8 30 8.0 X 4.5 X .250 Double Arm 8 feet (2@180) 1.74 65 11.50 1 X 36 X 4 AB-27-4 TMP-46 FRTAU3510JBMA2US8 35 10 X 6.0 X .250 Double Arm 8 feet (2@180) 1.74 65 14.50 1 X 48 X 4 AB-39-4 TMP-51 FRTAU4010JBMA2US8 40 10 X 6.0 X .250 Double Arm 8 feet (2@180) 1.74 65 14.50 1 X 48 X 4 AB-39-4 TMP-51 Shaft Base
Size (in.)
Bolt Circle
(in.)
Bolt Projection
(in.)
Base Square
(in.)
5.9 9 3.5 - 4.25 10
6.6 9.5 3.5 - 4.25 10.5
7.3 10.5 3.5 - 4.25 11..25
9 12.5 3.75 - 4.5 12.375
18"
A B C
B
A
C
FLOOD:
PMLED-4-4K-10A-AH-45-1-K-GP-FVGP Page 406 of 818
0.90 0.89
0.89 0.88
0.88 0.87
0.87 0.86
0.85 0.84
0.89 0.88
0.87 0.87
0.86 0.85
0.84 0.84
0.83 0.82
0.87 0.86
0.86 0.85
0.84 0.83
0.82 0.82
0.81 0.80
0.86 0.85
0.84 0.83
0.82 0.81
0.81 0.80
0.79 0.78
0.84 0.84
0.83 0.82
0.81 0.80
0.79 0.78
0.76 0.75
0.83 0.82
0.81 0.80
0.79 0.78
0.77 0.76
0.74 0.73
0.70 0.75
0.80 0.85
0.90 0.95
10 15 20 25 30 35 40 45 50 55
50K
60K
70K
80K
90K
100K
Ambient Temp ( C )
LLD
LLD vs Ambient Temperature
(PMLED610A 6 COB @ 1050mA)
Holophane | 3825 Columbus Rd., Granville, OH 43023 | Phone: 866-HOLOPHANE | www.holophane.com © 2018-2020 Acuity Brands Lighting, Inc. All rights reserved. Rev. 07/27/20 Specifications subject to change without notice.
PXLW
• Petroleum refineries
• Ethanol facilities
• Chemical plants
• Power plants
• Textile mills
• Water and wastewater
treatment facilities
• Parking Garages
Petrolux® LED Low Bay
Wet Location for Demanding Environments
PXLW
Catalog Number
Notes Type
Dimensions: Inches (millimeters) unless otherwise noted.
Universal Mount
Diameter: 13.11 (332.99)
Height: 11.43 (290.32)
Weight: Approx. 19 lbs (8.62 kg)
Pallet quantity: 12 fixtures
EPA: 0.787 sq. ft. wind loading
Typical Applications
Description
• For demanding environments with lower mounting heights where dust, dirt and moisture are a concern.
• Certain airborne contaminants may adversely affect the functioning of LEDs and other electronic components,
depending on various factors such as concentrations of the contaminants, ventilation, and temperature at the end-user location. Click here for a list of substances that may
not be suitable for interaction with LEDs and other
electronic components.
Optics
• Prismatic borosilicate glass directs light where needed and reduces harsh glare.
• Silicone rubber lens available that will not brown, chip, shatter or break.
• Four distributions (Type 5 low angle, Type 5 high angle, type 4 forward throw and Type 1 long and narrow) available to maximize versatility.
• Highly engineered LED system ensures superior uniformity and maximizes spacing.
• Lens assembly secured by stainless steel tamper-resistant Torx® T-20 screws.
Electrical
• Luminaire Surge Protection Level: Designed to withstand up to 10kV/5kA per ANSI C82.77-5-2015.
• 0-10V dimming driver is standard.
• Optional robust driver solution designed to assist with power quality and drop neutral conditions. XVOLT option supports 277-480V; 6kV surge rated.
• 3000K, 4000K or 5000K CCT available.
• Fault-tolerant LED light engine continues to provide light even in the failure of one LED.
• Field Adjustable Output (AO) module - Onboard device that adjusts the light output and input wattage to meet site specific requirements. The AO module is preset at the factory to position number 8 (see chart).
Mechanical
• Super durable TGIC thermoset powder coat finish provides 1500 hours salt fog rating. CR (corrosion resistant) optional finish is a five-stage pre-treating and painting process that yields over 5,000 hours salt rating per ASTM B117.
• Robust cast aluminum housing with low copper content
(0.6% CU content) withstands harsh or hostile environments. • Universal mount high profile top cover (ceiling/pendant).
Optional universal arm available for wall/stanchion. Other mountings include, low profile hook/pendant mount and
high profile yoke mount.
• Precise number of fins dissipate maximum amount of heat and achieve up to 149°F (65°C) ambient rating.
• Universal mount can be wall, stanchion, and angle mounted to accommodate a variety of arms.
Listings
• UL 1598 Listed for use in wet locations
• IP65 and IP66 rated. IP67 rated except when used with wall, stantion, sensor, sub-station or hooks.
• Luminaire is 1G vibration rated.
• DesignLights Consortium® (DLC) Premium qualified product.
Not all versions of this product may be DLC Premium
qualified. Please check the DLC Qualified Products List at www.designlights.org/QPL to confirm which versions are
qualified.
• Marine rated — see Marine/NEMA 4X chart for option
compatibility
• NEMA 4X rated — see Marine/NEMA 4X chart for option
compatibility
• Certified to meet NSF Splash Zone 2 (specify FPA option) • IK rated (see chart on page 6)
Warranty
5-year limited warranty. Complete warranty terms located at:
www.acuitybrands.com/support/customer-support/termsand-conditions.
Note: Actual performance may differ as a result of end-user environment and application.
All values are design or typical values, measured under laboratory conditions at 25 °C.
Capable Luminaire
This item is an A+ capable luminaire, which has been designed and tested to provide consistent color appearance and out-of-the-box control compatibility with simple commissioning.
• All configurations of this luminaire meet the Acuity Brands’ specification for chromatic consistency
• This luminaire is part of an A+ Certified solution for nLight® or XPoint™ Wireless control networks marked by a shaded background* To learn more about A+, visit www.acuitybrands.com/aplus. *See ordering tree for details
SUBSTATION
One lighting unit consists of:
(2) PXLW-3000LM-WD-480-40K-70CRI-PM-DGXD
AND (1) 072332DGXD TANDEM MOUNT ARMPage 410 of 818
Holophane | 3825 Columbus Rd., Granville, OH 43023 | Phone: 866-HOLOPHANE | www.holophane.com © 2018-2020 Acuity Brands Lighting, Inc. All rights reserved. Rev. 07/27/20 Specifications subject to change without notice.
PXLW
Petrolux® LED
Wet Location for Demanding Environments
Series Lumens Optics Voltage Color Temperature Color Rendering Index Mounting Options PXLW 3000LM 3,000
lumens1
5000LM 5,000
lumens1
8000LM 8,000
lumens
10000LM 10,000
lumens
FWD Forward throw, glass lens
MD0 Medium glass lens with minimal uplight
MDU5 Medium glass lens with uplight
MDU5GLF Medium frosted glass lens with uplight
ND Long and narrow, glass lens
SO Medium, silicone optic, with minimal uplight
SOND Long and narrow, silicone optic
WD Wide, glass lens
MVOLT (120V-277V)
120 120V
208 208V
240 240V
277 277V
HVOLT (347V/480V)
347 347V
480 480V
XVOLT (277-480V)
277X 277V 2
347X 347V 2
480X 480V 2
30K 3000K CCT
40K 4000K CCT
50K 5000K CCT
70CRI 70CRI
80CRI 80CRI
90CRI 90CRI
UNM Universal Mount,
high profile top cap
PM Pendant Mount, low
profile top cap
YK90 Yoke Mount 0-90
Degree, high profile
top cap
Options Finish
Damp Cordsets: 3
CDP-L5-15-X X-ft. 120V cord and twist lock plug, 3 conductor, white (120 only) CDP-L6-15-X X-ft. 208V/240V cord and twist lock plug, 3 conductor, white (208 or 240 only)
CDP-L7-15-X X-ft. 277V cord and twist lock plug, 3 conductor, white (277 or 277X only) CDP-L24-20-X X-ft. 347V cord and twist lock plug, 3 conductor, white (347 or 347X only) CDP-L8-20-X X-ft. 480V cord and twist lock plug, 3 conductor, white (480 or 480X only) CDP-5-15-X X-ft.,120V cord and straight blade plug,3 conductor, white (120 only) Wet Cordsets: 4
CDPW-L5-15-X X-ft. 120V cord and twist lock plug, 3 conductor, wet location, white (120 only)
CDPW-L6-15-X X-ft. 208V/240V cord and twist lock plug, 3 conductor, wet location, white (208 or 240 only)
CDPW-L7-15-X X-ft. 277V cord and twist lock plug, 3 conductor, wet location, white (277 or 277X only)
CDPW-L24-20-X X-ft. 347V cord and twist lock plug, 3 conductor, wet location, white (347 or 347X only)
Wet Cords: 5
CDW-X X-ft. cord, 3 conductor, wet location, white
CDW-4C-X X-ft. cord, 4 Conductor, wet location, black 6 CDW-5-W-X X-ft. cord, 5 conductor, wet location, white7 CDW-5-K-X X-ft. cord, 5 conductor, wet location, black7 Hooks:8
HKMW 3/4" wet listed hook male, PF-291
Other Options:
WGX Wire guard, factory installed
EMD Ingress/Egress Marker Decal
NSG Non silicone gasket (complete fixture) 9
DL Damp location
UPS Uplight Shield 10
CR Corrosion resistant paint
FPA Food processing area 11
AO Field Adjustable Output, Standard setting is 8 12
E10WMCP EM Self-diagnostics battery pack, 10W, Certified in the Ca Title 20 MAEDBS 13
Controls:
Non -Dimming Sensors: 14
MSI10NWL 360° motion sensor integral, low bay 15–25 ft., on/off, IP66 rated
MSI10NWL DSCNWL 360° motion sensor integral with photocell & occupancy sensor, low bay 15–25 ft., on/off, IP66 rated
Dimming Sensors: 14
MSI102L3VWL 360° motion sensor integral, low bay 15-25 ft., on/off with second time-out period, goes to a dimmed state
before turning off max./min. Dim setting, IP66 rated
Xpoint Wireless: 15
MSI10XAWL DSCXAWL XPoint wireless enabled with photocell & occupancy sensor, low bay 15-25 ft, IP66 rated
XAD XPoint™ Wireless 0-10V relay, internal, lower max
ambient
XAD924 XPoint™ Wireless 0-10V relay, internal, lower max ambient, meets UL924
Photocontrols:
BP Button style photo control, 120V-277V/347V 16
PER NEMA twist lock receptacle 17
PCS DTS, solid state photo control 18
P34 DTL, solid state photo control 19
P48 DTL, solid state photo control 20
PSC Shorting cap 21
nLight Air: 22
NLTAIR2 RSBG6 nLight AIR Generation 2 enabled 360° high mount(15- 30ft) motion sensor
NLTAIR2 RSBG10 nLight AIR Generation 2 enabled 360° low mount(8- 15ft) motion sensor
NLTAIR2 RIO nLight AIR (wireless) gen 2 control device (dimming & switching
Bluetooth Dimming Sensors: 23
SBGR10BTP 360° Low Mount Occ Sensor, pre-wired; Bluetooth® SBGR10BTP HL 360° Low Mount Occ Sensor w/HL Default, pre-wired; Bluetooth®
SBGR10BTP ADC 360° Low Mount Occ Sensor w/ADC Default, pre-wired; Bluetooth®
SBGR10BTP ANL 360° Low Mount Occ Sensor w/ANL Default, pre-wired; Bluetooth®
DGXD Gray super
durable
DWHXD White super
durable
DNXD Satin Nickle
super
durable
DBXD Black super
durable
ORDERING INFORMATION Example: PXLW 3000LM MDU5 MVOLT 30K 80CRI UNM DNXD A+ Capable options indicated
by this color background.
For Accessories and Footnotes, see next page.
Holophane | 3825 Columbus Rd., Granville, OH 43023 | Phone: 866-HOLOPHANE | www.holophane.com © 2018-2020 Acuity Brands Lighting, Inc. All rights reserved. Rev. 07/27/20 Specifications subject to change without notice.
PXLW
Petrolux® LED
Wet Location for Demanding Environments
Accessories: Order as separate catalog number.
072331 XX Substation Arm for Single Luminaire, XX denotes color 24 072331CTL XX Substation Arm for Single Luminaire with controls, XX denotes color 24 072332 XX Substation Arm for Tandem Mount Luminaire, XX denotes color (fixtures controlled separately in the field) 24
072332CTL XX Substation Arm for Tandem Mount Luminaire with controls, XX denotes color 24 WGPXLW Wire guard, zinc coated
SCK36 36" safety chain kit
SCK72 72" safety chain kit
SCK120 120" safety chain kit
UPSPXLWXX Uplight shield, XX denotes color
P3US-35-XX 35 degree universal mount arm, XX denotes color 25 P3US-XX Universal Mount Arm, XX denotes color 25
MI-3502 Thread Sealant
PCPXLWXX Pendant Cone, XX denotes color 26
DIMENSIONAL DATA
YOKE MOUNT 0-90 DEGREE (YK90)
MOUNTING HOLES
UNIVERSAL MOUNTING (UNM)
with P3US-XX Accessory
(must order P3US-XX separately)
123.95mm
(4.88")
2X DIA 10.08mm (.397")
Mounting holes
3/4" NPT (with plug)
1" NPT (with plug)
Both sides
Universal
Arm
Accessory
1" NPT (with plug)
2X DIA 9mm (.358")
Mounting holes
1 1/2" NPT (with plug)
UNIVERSAL MOUNTING (UNM)
45Ā
317.75
(12.51 ")
2X DIA 10.08mm (.397") 1" NPT (with plug) Mounting holes 214.63mm
(8.45")
1 1/2" NPT (with plug)
HOOK MOUNTING
123.95mm
(4.88")
2X DIA 10.08mm (.397")
Mounting holes
3/4" NPT (with plug)
1" NPT (with plug)
P3US-XX Accessory
(must order separately)
1" NPT (with plug)
2X DIA 9mm (.358")
Mounting holes
1 1/2" NPT (with plug)
UNIVERSAL MOUNTING (UNM)
1" NPT (with plug)
266.19mm
(10.48")
To Optic
279.65mm
(11.01")
WGX Option
266.19mm
(10.48")
To Optic
WIRE GUARD OPTION (WGX)
PENDANT MOUNTING (PM)
--
PXLW Line Art
DO NOT SCALE DRAWING SHEET 7 OF 7
CWM 01/16/18
UNLESS OTHERWISE SPECIFIED:
SCALE: WEIGHT:
PART NO. REV
D
SIZE
DESCRIPTION:
ACUITYBRANDS
NAME DATE
MFG APPR.
ENG APPR.
CHECKED
DRAWN
--
FINISH
MATERIAL
DRAWING PREPARED IN ACCORDANCE
WITH ANSI Y14.5M-1982
DIMENSIONS ARE IN INCHES TOLERANCES:
ANGULAR: 2
XX: .030
XXX: .015 PROPRIETARY AND CONFIDENTIAL
THIS PRINT IS THE CONFIDENTIAL PROPERTY
OF ACUITY BRANDS AND IS LOANED
SUBJECT TO RETURN UPON DEMAND AND
UPON EXPRESS CONDITION THAT IT WILL
NOT BE DISCLOSED TO ANY THIRD PARTY
WITHOUT THE PRIOR WRITTEN PERMISSION
OF ACUITY BRANDS OR USED DIRECTLY
OR INDIRECTLY IN ANY WAY DETRIMENTAL
TO THE INTEREST OF ACUITY BRANDS
THIRD ANGLE PROJECTION
A A
B B
C C
D D
8 8
7 7
6 6
5 5
4 4
3 3
2 2
1 1
Notes
1 Not available with XVOLT, 277X, 347X or 480X.
2 Utilizes XVOLT driver.
3 Voltage must be specified. Requires DL and HKMW
options. X denotes length, 3, 6 and 10ft available.
4 Voltage must be specified. Requires HKMW option. X
denotes length, 3, 6 and 10ft available.
5 X denotes length, 3, 6 and 10ft available.
6 Requires E10WMCP battery option.
7 Not available with dimming sensors or battery pack.
8 Requires Cord or Cordset. Not available with YK90
option.
9 Not available with SO or SOND options.
10 When ordered with MSI10NWL, MSI10NWL DSCNWL,
MSI10XAWL DSCXAWL, SBGR10BTP, SBGR10BTP
HL, SBGR10BTP ADC, or SBGR10BTP ANL, may cause
sensor viewing angle cutoff.
11 Available with SO, SOND, UNM, PM options only.
Not available with AO, SBGR10BTP, SBGR10BTPHL,
SBGR10BTPADC, SBGR10BTPANL, MSI10NWL,
MSI102L3VWL, MSI10NWL DSCNWL, MSI10XAWL
DSCXAWL or E10WMCP options.
12 Not available with SBGR10BTP, SBGR10BTPHL,
SBGR10BTPADC, SBGR10BTPANL, MSI102L3VWL,
MSI10NWL DSCNWL, MSI10XAWL DSCXAWL, XAD,
XAD924, CDW-5-K-X or CDW-5-K-X options.
13 Utilizes PS1055MCP battery. Not available with PM,
XVOLT, 347X, 480X, Xpoint wireless or Bluetooth
dimming sensors. Available with CD-4C-X, but not
required.
14 Not available with XVOLT. When ordered with YK90
and mounted between 35-90 degrees DL option
is required.
15 Not available with HVOLT, XVOLT, 347X or 480X.
16 Not available with MVOLT, HVOLT, 480V, XVOLT,
480X, or YK90.
17 Not available with YK90.
18 Requires PER option. Available with 120, 208, 240,
277 or 277X options only.
19 Requires PER option. Available with 347, 347X
options only.
20 Requires PER option. Available with 480, 480X
options only.
21 Requires PER option.
22 Not available with HVOLT at 3000LM or 5000LM. Not
available with XVOLT, 277X, 347X, 480X, AO, DIM,
XAD or SBGR sensor in any lumen package.
23 Not available with XVOLT, 277X, 347X or 480X
options. Only available in HVOLT with 8000LM or
10000LM lumen packages.
24 Not available with YK90, cord or cordset.
25 Not available with PM, YK90, cord or cordset.
26 Available with PM option only. Requires minimum 8"
customer provided stem.
Holophane | 3825 Columbus Rd., Granville, OH 43023 | Phone: 866-HOLOPHANE | www.holophane.com © 2018-2020 Acuity Brands Lighting, Inc. All rights reserved. Rev. 07/27/20 Specifications subject to change without notice.
PXLW
Petrolux® LED
Wet Location for Demanding Environments
DIMENSIONAL DATA (continued)
266.19mm
(10.48")
To Optic
WIRE GUARD OPTION (WGX)
PENDANT MOUNTING (PM)
--
PXLW Line Art
DO NOT SCALE DRAWING SHEET 7 OF 7
CWM 01/16/18
UNLESS OTHERWISE SPECIFIED:
SCALE: WEIGHT:
PART NO. REV
D
SIZE
DESCRIPTION:
ACUITYBRANDS
NAME DATE
MFG APPR.
ENG APPR.
CHECKED
DRAWN
--
FINISH
MATERIAL
DRAWING PREPARED IN ACCORDANCE
WITH ANSI Y14.5M-1982
DIMENSIONS ARE IN INCHES TOLERANCES:
ANGULAR: 2
XX: .030
XXX: .015 PROPRIETARY AND CONFIDENTIAL
THIS PRINT IS THE CONFIDENTIAL PROPERTY
OF ACUITY BRANDS AND IS LOANED
SUBJECT TO RETURN UPON DEMAND AND
UPON EXPRESS CONDITION THAT IT WILL
NOT BE DISCLOSED TO ANY THIRD PARTY
WITHOUT THE PRIOR WRITTEN PERMISSION
OF ACUITY BRANDS OR USED DIRECTLY
OR INDIRECTLY IN ANY WAY DETRIMENTAL
TO THE INTEREST OF ACUITY BRANDS
THIRD ANGLE PROJECTION
A
B
C
4 3 2 1
Holophane | 3825 Columbus Rd., Granville, OH 43023 | Phone: 866-HOLOPHANE | www.holophane.com © 2018-2020 Acuity Brands Lighting, Inc. All rights reserved. Rev. 07/27/20 Specifications subject to change without notice.
PXLW
Petrolux® LED
Wet Location for Demanding Environments
DIMENSIONAL DATA (continued)
07233-2-XX (Tandem Substation Arm)
07233-2-CTL-XX (Tandem Substation arm with controls)
522.48mm
(20.56")
07233-1-XX (Single Substation Arm)
07233-1-CTL-XX (Single Substation arm with controls)
522.48mm
(20.56")
Holophane | 3825 Columbus Rd., Granville, OH 43023 | Phone: 866-HOLOPHANE | www.holophane.com © 2018-2020 Acuity Brands Lighting, Inc. All rights reserved. Rev. 07/27/20 Specifications subject to change without notice.
PXLW
Petrolux® LED
Wet Location for Demanding Environments
OPERATIONAL DATA
Projected Lumen Maintenance (TM-21)
Default Bluetooth Sensor Programming
25C ambient
Lumen Package 0 Hours 15,000
Hours
30,000
Hours
45,000
Hours
60,000
Hours
100,000
Hours
3,000LM 1 0.97 0.95 0.92 0.9 0.84
5,000LM 1 0.97 0.95 0.92 0.9 0.84
8,000LM 1 0.97 0.94 0.92 0.89 0.83
10,000LM 1 0.97 0.95 0.92 0.9 0.84
55C ambient
Lumen Package 0 Hours 15,000
Hours
30,000
Hours
45,000
Hours
60,000
Hours
100,000
Hours
3,000LM 1 0.97 0.94 0.91 0.88 0.81
5,000LM 1 0.97 0.94 0.91 0.89 0.82
8,000LM 1 0.96 0.93 0.89 0.86 0.78
10,000LM 1 0.96 0.93 0.9 0.87 0.79
Performance with AO Field Adjustable Output
FAO Setting Base Max Lumen Output %
1 35%
2 48%
3 61%
4 74%
5 87%
6 100%
7 100%
8 100%
Model Default Operation Occupancy
Time Delay Photocell Mode Photocell Set-point Low Trim High Trim Dim to Off Time Delay SBGR10BTP On/Off Occupancy Only Disabled 10 minutes Disabled n/a n/a 100% Disabled SBGR10BTP HL Occupancy w/ 0-10V Dimming (High/Low/Off) 10 minutes Disabled n/a 10% 100% 2.5 minutes SBGR10BTP ADC Occupancy w/ Dim & Switch Photocell 10 minutes On/Off & Auto Dim 50 fc 10% 100% 0 seconds SBGR10BTP ANL Dim & Switch Photocell with High/Low Occupancy Operation 10 minutes On/Off & Auto Dim 50 fc 10% 100% Stay Dim/Never Off Impact Resistance (IK Ratings)
Lens Material Rating
Glass IK07
Silicone IK10
Holophane | 3825 Columbus Rd., Granville, OH 43023 | Phone: 866-HOLOPHANE | www.holophane.com © 2018-2020 Acuity Brands Lighting, Inc. All rights reserved. Rev. 07/27/20 Specifications subject to change without notice.
PXLW
Petrolux® LED
Wet Location for Demanding Environments
Operating Characteristics
Package Distribution
Delivered
lumens at
3000K CCT
70CRI @ 25C
Delivered
lumens at
3000K CCT
80CRI @ 25C
Delivered
lumens at
3000K CCT
90CRI @ 25C
Delivered
lumens at
4000K CCT
70CRI @ 25C
Delivered
lumens at
4000K CCT
80CRI @ 25C
Delivered
lumens at
4000K CCT
90CRI @ 25C
Delivered
lumens at
5000K CCT
70CRI@ 25C
Delivered
lumens at
5000K CCT
80CRI@ 25C
Delivered
lumens at
5000K CCT
90CRI @ 25C
Wattage
LPW @
4000K
80CRI
3000LM
FWD 2848 2621 2167 2988 2712 2184 3110 2746 2202 21 127 MD0 3035 2793 2308 3183 2785 2327 3314 2821 2346 21 130 MDU5 2700 2485 2054 2833 2803 2071 2949 2839 2087 21 131 MDU5GLF 3021 2780 2298 3169 2883 2316 3299 2920 2335 21 135 ND 2698 2483 2053 2831 2596 2069 2947 2630 2086 21 121
SO 3182 2928 2421 3338 2934 2440 3475 2971 2460 21 137
WD 3098 2851 2357 3250 2850 2376 3383 2887 2395 21 133
5000LM
FWD 4852 4465 3691 5090 4619 3721 5298 4679 3750 35 130 MD0 5169 4757 3933 5423 4745 3964 5645 4805 3996 35 134 MDU5 4600 4233 3499 4826 4776 3528 5023 4837 3556 35 135 MDU5GLF 5146 4735 3915 5398 4911 3946 5619 4974 3978 35 139 ND 4597 4230 3497 4822 4423 3525 5020 4480 3553 35 125
SO 5421 4989 4124 5687 4998 4157 5920 5062 4191 35 141
WD 5278 4857 4015 5537 4856 4048 5764 4918 4080 35 137
8000LM
FWD 7751 7133 5896 8131 7380 5944 8464 7474 5991 58 128 MD0 8258 7600 6282 8664 7580 6333 9018 7677 6384 58 132 MDU5 7349 6763 5590 7709 7629 5636 8025 7727 5681 58 132 MDU5GLF 8221 7565 6254 8624 7846 6304 8977 7947 6355 58 136 ND 7344 6758 5586 7704 7066 5632 8019 7156 5677 58 123
SO 8660 7970 6588 9085 7984 6641 9457 8086 6694 58 139
WD 8432 7759 6414 8846 7757 6466 9208 7857 6518 58 135
10000LM
FWD 9796 9015 7452 10277 9327 7512 10698 9447 7573 74 126 MD0 10438 9605 7940 10950 9580 8004 11398 9703 8068 74 129 MDU5 9288 8547 7066 9744 9643 7123 10143 9766 7180 74 130 MDU5GLF 10390 9561 7904 10900 9916 7968 11346 10044 8032 74 134 ND 9281 8541 7061 9737 8930 7118 10136 9045 7175 74 121 SO 10946 10073 8327 11483 10091 8394 11953 10220 8461 74 136 WD 10657 9807 8107 11180 9804 8173 11638 9930 8238 74 132
Holophane | 3825 Columbus Rd., Granville, OH 43023 | Phone: 866-HOLOPHANE | www.holophane.com © 2018-2020 Acuity Brands Lighting, Inc. All rights reserved. Rev. 07/27/20 Specifications subject to change without notice.
PXLW
Petrolux® LED
Wet Location for Demanding Environments
Ambient Temperature Ratings
Mounting Occ
Sensor Xpoint SBGR BTP or NLIGHT AIR
Battery VoltageAmbient
PS1055MCP 3000LM 5000LM 8000LM 10000LM
PM
UNM
YK90
N
N
N
N Any 65 60 55
Y 120-277 40 35
Y
N Any 60 60 55
Y 120-277 -
Y
N
N Any 65 60 55
Y 120-277 -
Y
N Any -
Y 120-277 -
Y
N
N
N Any 65 60 55
Y 120-277 40 35
Y
N Any -
Y 120-277 -
Y
N
N Any -
Y 120-277 -
Y
N Any -
Y 120-277 -
Holophane | 3825 Columbus Rd., Granville, OH 43023 | Phone: 866-HOLOPHANE | www.holophane.com © 2018-2020 Acuity Brands Lighting, Inc. All rights reserved. Rev. 07/27/20 Specifications subject to change without notice.
PXLW
Petrolux® LED
Wet Location for Demanding Environments
Marine/NEMA 4X Compatibility
Catalog Nomenclature Marine NEMA 4X
Lumen Packages
3000LM X X
5000LM X X
8000LM X X
10000LM X X
Optics
MD0 X X
MDU5 X X
MDU5GLF X X
WD X X
ND X X
FWD X X
SO
SOND
Voltage
MVOLT X X
120 X X
208 X X
240 X X
277 X X
HVOLT X X
347 X X
480 X X
Color Temperature
30K X X
40K X X
50K X X
CRI
70CRI X X
80CRI X X
90CRI X X
Mounting Optics
UNM X X
PM X X
YK90 X
Options
Any Cordset
HKMD
LPMD
HKMAR
HKMW
E10WMCP
AO X X
WGX X X
EMD X X
UPS X X
FPA X X
CR X X
USPOM X X
Catalog Nomenclature Marine NEMA 4X
Controls
SBGR10BTP
SBGR10BTPHL
SBGR10BTPADC
SBGR10BTPANL
MSI10NWL
MSI102L3VWL
MSI10NWL DSCNWL
MSI10XAWL DSCXAWL
XAD X X
XAD924 X X
BP
PER
PCS
P34
P48
PSC
Fixture finish
DGXD X X
DWHXD X
DNXD
DBXD
Accessories
072331 (BR-2 Arm, Single) X
072331-CTL (BR-2 Arm, Single w/Controls) X
072332 (BR-2 Arm, Double X
072332-CTL (BR-2 Arm, Double w/Controls) X
SCK36
WGPXLW X
UPSPXLW X X
PCPXLW
P3US (Universal Mount Arm)
P3US35 (Universal Mount Arm, Angled)
LP LP LP LP LP LP
LP LP LP LP LP LP
LP
LP
LP
LP
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Xref .\Existing\Daly CXP001.dwg
sheet of sheets
project
drawing rev.
file
designed detailed
no. date by ckd description no. date by ckd
Scale For Microfilming Inches Millimeters
1 2 3 4 5 6 7 8 9 10 11 12 13
H
G
F
E
D
C
B
A
14 15
description
contract
E. VILA E. VILA
CORMORANT ENERGY STORAGE, LLC
BATTERY ENERGY STORAGE SYSTEM
LIGHTING AND SURVEILLANCE PLAN
LAYOUT C
1 1
SAN MATEO COUNTY, CALIFORNIA
816-333-9400
KANSAS CITY, MO 64114
9400 WARD PARKWAY
Burns & McDonnell Engineering Co, Inc.
A 02/20/24 ARE AR ISSUED FOR CONDITIONAL USE PERMIT
NORTH
0 SCALE IN FEET
50' 100'
PLAN NORTH
TRUE
NORTH
20.6047°
PRELIMINARY - NOT
FOR CONSTRUCTION
B 05/02/24 ARE AR ISSUED FOR CONDITIONAL USE PERMIT
C 10/02/24 ARE AR ISSUED FOR CONDITIONAL USE PERMIT
POLE MOUNTED SURVEILLANCE
CAMERA(S) AT 15 FT.
(NOTE 6 & 7)
LED FLOOD, POST-MOUNT (SIGNAGE)
(NOTE 1, 2 & 4)
SUBSTATION TANDEM
(NOTES 3 & 5)
POLE MOUNTED IR DETECTOR AT 15 FT.
(NOTE 6 & 7)
19 required
1 required
6 required
14 required
1. LUMINAIRE: AEL AUTOBAHN - (1) ATBM-P05-480-R4-NR-HSS POLE & ARM: HOLOPHANE - (1) FRTAU206EBMAUS4GRAB
2. LUMINAIRE: HOLOPHANE - PMLED-4-4K-10A-AH-45-1-K-GP-FVGP POST: 2" IPS SCH 40 RGS X 3' CONDUIT, SET IN CONCRETE.
3. LUMINAIRES: HOLOPHANE - (2)
PXLW-3000LM-WD-480-40K-70CRI-PM-DGXD
MOUNT: HOLOPHANE - (1) 072332DGXD TANDEM MOUNT ARM
4. ROADWAY AND SIGNAGE LIGHTING OPERATED BY PHOTOCELL
CONTROLLED CONTACTOR.
5. SUBSTATION LIGHTING OPERATED MANUALLY FROM CONTROL
ENCLOSURE.
6. MODEL TO BE SELECTED IN DETAIL DESIGN PHASE.
7. UP TO 4 SURVEILLANCE CAMERAS AND IR DETECTORS CAN BE MOUNTED ON EACH 15' POLE.
NOTES: LIGHTING KEY:
Roadway Lighting ATBM Note: Specifications subject to change without notice.
PRODUCT OVERVIEW
Applications:
Residential streets
Parking lots
High speed roadways
Autobahn Series ATBM
Roadway
Features:
OPTICAL
Same Light: Performance is comparable to 150W – 250W HPS White Light: Correlated color temperature - 4000K, 70 CRI minimum, 3000K, 70 CRI minimum or optional 5000K, 70 CRI minimum.
IP66 rated borosilicate glass optics ensure longevity and minimize dirt depreciation. Unique IP66 rated LED light engines provide 0% uplight and restrict backlight to within sidewalk depth, providing optimal application coverage and optimal pole spacing.
Available distributions are Type II, III, IV, & V roadway distributions.
ELECTRICAL
Expected Life: LED light engines are rated >100,000 hours at 25°C, L70.
Electronic driver has an expected life of 100,000 hours at a 25°C ambient.
Lower Energy: Saves an expected 40-60% over comparable HID luminaires.
Robust Surge Protection: Standard surge protection is 20kV/10kA “Extreme Level” per ANSI C136.2.
An optional MOV pack provides 10kV/5kA “Enhanced Level.
MECHANICAL
Includes standard AEL lineman-friendly features such as tool-less entry, 3 station terminal block and quick disconnects. Bubble level located inside the electrical compartment for easy leveling at installation.
Rugged die-cast aluminum housing and door are polyester powder-coated for durability and corrosion resistance. Rigorous five-stage pre-treating and painting process yields a finish that achieves a scribe creepage rating of 8 (per ASTM D1654) after over 5000 hours exposure to salt fog chamber (operated per ASTM B117).
Mast arm mount is adjustable for arms from 1-1/4” to 2” (1-5/8” to 2-3/8” O.D.) diameter.
The 2 – bolt and optional 4 bolt clamping mechanism provide 3G vibration rating per ANSI C136.
The Wildlife shield is cast into the housing (not a separate piece).
CONTROLS
NEMA 3 pin photocontrol receptacle is standard, with the Acuity designed ANSI standard 7 pin receptacle optionally available.
Premium solid state locking-style photocontrol – PCSS (10 year rated life) Extreme long life solid state locking-style photocontrol – PCL1 (20 year rated life).
Extreme long life solid state locking-style photocontrol with on demand remote on/off control - PCCC (15 year rated life).
Optional onboard Adjustable Output module allows the light output and input wattage to be modified to meet site specific requirements, and also can allow a single fixture to be flexibly applied in many different applications.
DIMENSIONS
Effective Projected Area (EPA)
The EPA for the ATBM is 0.3 sq. ft.,
Approx. Wt. = 21 lbs. (9.5 kg)
DIMENSIONS
23.75”
7.5”
4.5”
11”
Drop Refractor
1.44 in
13"
4-1/2"
28"
STANDARDS
Color temperatures of ≤ 3000K must be specified for International Dark-Sky Association certification.
Rated for -40°C to 40°C ambient
CSA Certified to U.S. and Canadian standards
Complies with ANSI: C136.2, C136.10, C136.14, C136.31, C136.15, C136.37 148226 Tenaska Daly City Lighting Cut Sheets
COBRA-HEAD TYPE 4:
ATBM-P05-480-R4-NR-HSS Arevon Cormorant Energy Storage, LLC Lighting Cut Sheets Page 420 of 818 Warranty Five-year limited warranty. Complete warranty terms located at:
www.acuitybrands.com/CustomerResources/Terms_and_conditions.aspx Actual performance may differ as a result of end-user environment and application.
Specifications subject to change without notice.
Please contact your sales representative for the latest product information.
AEL Headquarters, 3825 Columbus Road, Granville, OH 43023 www.americanelectriclighting.com
© 2014-2019 Acuity Brands Lighting, Inc. All Rights Reserved. 05/22/19 ATBM
ATBM Autobahn LED
Roadway
MVOLT Multi-volt,
120-277V
347 347V
480 480V
P05 9,700 lumens
P10 11,000 lumens
P20 12,800 lumens
P30 15,500 lumens
P40 17,400 lumens
P50 18,700 lumens
P60 20,000 lumens
P70 21,500 lumens
Color Temperature (CCT)
(Blank) 4000K CCT, 70 CRI Min.
3K 3000K CCT, 70 CRI Min.
5K 5000K CCT, 70 CRI Min.
Paint
(Blank) Gray
BK Black
BZ Bronze
DDB Dark Bronze
GI Graphite
WH White
Surge Protection
(Blank) Standard 20kV/10kA SPD
MP MOV Pack
Miscellaneous Options
HSS House Side Shield
NL NEMA Label Indicating Wattage
XL Not CSA Certified – No Terminal
Block Cover
UMR-XX 8” Horizontal Arm for Round Pole,
Painted to match Fixture
UMS-XX 8” Horizontal Arm for Square Pole,
Painted to match Fixture
UMR-GALV 8” Horizontal Arm for Round Pole,
Painted to match Fixture
UMS-GALV 8” Horizontal Arm for Square Pole,
Painted to match Fixture
Options
Control Options
(Blank) 3 Pin NEMA Photocontrol
Receptacle
P7 7 Pin Photocontrol Receptacle
(dimmable driver included) 1
NR No Photocontrol Receptacle
AO Field Adjustable Output 3
DM 0-10V Dimmable Driver 2
PCSS Solid-State Lighting Photocontrol 4
PCLL Solid-State Long Life Photocontrol
PCCC Solid-State Long Life Photocontrol
with remote control on/off 4
SH Shorting Cap
Packages
(Blank) Standard Pack
JP Job Pack (36/pallet)
(Blank) 2 Bolt Mounting
4B 4 Bolt Mounting
Series Performance Packages Voltage Mounting
Autobahn Series ATBM
Roadway
ORDERING INFORMATION
Accessories
ATBMHSS House Side Shield
ATBMLTS Light Trespass
Shield
RKATBMMVOLTSPD ATBM Acuity SPD,
MVOLT
RKATBMHVSPD ATBM Acuity SPD,
347/480V
RKATBMMVOLTMP ATBM MOV Pack,
MVOLT
RKATBMHVMP ATBM MOV Pack,
347/480V
R2 Roadway Type II
R3 Roadway Type III
R4 Roadway Type IV
R5 Roadway Type V
Optics
Notes:
1 Dimmable Driver included. Not available with DM or NR. 2 Controls by others. Not available with P7 or AO.
3 Not available with DM.
4 MVOLT only.
Warranty Five-year limited warranty. Complete warranty terms located at:
www.acuitybrands.com/CustomerResources/Terms_and_conditions.aspx Actual performance may differ as a result of end-user environment and application.
Specifications subject to change without notice.
Please contact your sales representative for the latest product information.
AEL Headquarters, 3825 Columbus Road, Granville, OH 43023 www.americanelectriclighting.com
© 2014-2019 Acuity Brands Lighting, Inc. All Rights Reserved. 05/22/19 ATBM
Autobahn Series ATBM
Roadway
PERFORMANCE PACKAGE
Note: Individual fixture performance may vary. Specifications subject to change without notice.
Performance
Package Distribution Input Watts
3K (3000K CCT, 70 CRI) 4K/5K (4000K/5000K CCT, 70 CRI) LLD @ 25ºC Lumens LPW B U G Lumens LPW B U G 25k
Hours
75k
Hours
100k
Hours
P05
R2
68 9,396 138 1 0 2 9,718 143 1 0 2
0.93 0.86 0.83 R3 9,366 138 1 0 3 9,688 142 1 0 3
R4 9,030 133 1 0 3 9,340 137 1 0 3
R5 10,334 152 3 0 2 10,689 157 3 0 2
P10
R2
81 10,635 131 2 0 3 11,299 139 2 0 3
0.93 0.86 0.83 R3 10,675 132 2 0 3 11,302 140 2 0 3
R4 10,391 128 2 0 4 10,994 136 2 0 4
R5 11,504 142 3 0 2 12,086 149 3 0 2
P20
R2
94 12,073 128 2 0 3 12,874 137 2 0 3
0.93 0.86 0.83 R3 12,065 128 2 0 3 12,818 136 2 0 3
R4 11,946 127 2 0 4 12,525 133 2 0 4
R5 13,085 139 4 0 2 13,776 147 4 0 2
P30
R2
118
14,637 124 2 0 3 15,514 131 2 0 3
0.93 0.86 0.83 R3 14,631 124 2 0 3 15,452 131 2 0 3
R4 14,317 121 2 0 4 15,151 128 2 0 5
R5 15,775 134 4 0 2 16,685 141 4 0 2
P40
R2
135
16,233 120 2 0 3 17,493 130 2 0 3
0.93 0.86 0.83 R3 16,402 121 2 0 3 17,367 129 2 0 3
R4 15,911 118 2 0 5 17,008 126 2 0 5
R5 17,507 130 4 0 2 18,595 138 4 0 2
P50
R2
152
17,541 115 2 0 3 18,748 123 2 0 3
0.93 0.86 0.83 R3 17,677 116 2 0 4 18,712 123 2 0 4
R4 17,154 113 2 0 5 18,246 120 2 0 5
R5 19,008 125 4 0 2 20,088 132 4 0 2
P60
R2
168
18,770 112 2 0 3 20,095 120 3 0 3
0.93 0.86 0.83 R3 18,830 112 2 0 4 20,094 120 3 0 4
R4 18,369 109 2 0 5 19,648 117 2 0 5
R5 20,350 121 4 0 2 21,505 128 4 0 2
P70
R2
190
20,190 106 3 0 3 21,565 114 3 0 3
0.93 0.86 0.83 R3 20,142 106 3 0 4 21,504 113 3 0 4
R4 19,660 103 2 0 5 21,024 111 3 0 5
R5 21,988 116 4 0 2 23,076 121 4 0 2
Warranty Five-year limited warranty. Complete warranty terms located at:
www.acuitybrands.com/CustomerResources/Terms_and_conditions.aspx Actual performance may differ as a result of end-user environment and application.
Specifications subject to change without notice.
Please contact your sales representative for the latest product information.
AEL Headquarters, 3825 Columbus Road, Granville, OH 43023 www.americanelectriclighting.com
© 2014-2019 Acuity Brands Lighting, Inc. All Rights Reserved. 05/22/19 ATBM
Autobahn Series ATBM
Roadway
3" 1-1/2" RAD.
1/4" PLATE
3" 8"
1.66 O.D. x .140 WALL TB.
.43 x 1-3/4" SLOT 1/4" PLATE
5-1/2" 2-7/8" 7-1/2""
(2 PLCS.)
UMR POLE ADAPTOR
RECOMMENDED FOR USE WITH POLES OF 4" DIAMETER OR SMALLER
UMS POLE ADAPTOR
Holophane / 3825 Columbus Rd., Granville, OH 43023 / Phone: 866-HOLOPHANE / www.holophane.com ©2016 Acuity Brands Lighting, Inc. All rights reserved. Rev. 03/23/16 Specifications are subject to change without notice.
FRTAU
FRTAU
Anchor Base Poles/Mounting Arm(s) Combo
Catalog Number
Notes Type
FRTAU BMA
Series
Nominal Fixture
Mounting Height
Nominal Shaft Base Size/
Wall Thickness Mounting Arm Length Finish Options
FRTAU 20 20 feet
25 25 feet
30 30 feet
35 35 feet
40 40 feet
6E 6.0" x 4.0" x .156"
7E 7.0" x 4.0" x .156"
8E 8.0" x 4.5" x .156"
8G 8.0" x 4.5" x .188"
8J 8.0" x 4.5" x .250"
6G 6.0" x 4.0" x .188"
7G 7.0" x 4.0" x .188"
8G 8.0" x 4.5" x .188"
8J 8.0" x 4.5" x .250"
10G 10.0" x 6.0" x .188"
10L 10.0" x 6.0" x .219"
10J 10.0" x 6.0" x .250
BMA Bolt on mast
arm
US4 Single 4' arm
US6 Single 6' arm
US8 Single 8' arm
2US4 Double 4' arm
2US6 Double 6' arm
2US8 Double 8' arm
Standard colors
BK Black
BZ Bronze
GH Graphite
GN Green
GR Gray
SB Satin Brush
WH White
AB Anchor bolts
1 Festoon box
2 Full base cover
3 Vibration damper
4 Tamper proof
ORDERING INFORMATION Lead times will vary depending on options selected. Consult with your sales representative. Example: FRTAU 20 6G BMA US6 SB
HAND HOLE ORIENTATION
Intended Use
Round tapered aluminum roadway pole with upsweep mast arm(s) for up to 40 foot mounting heights including rise of arm.
Construction
Shaft: Shaft is spun tapered from seamless 6063 alloy aluminum tubing and heat-treated to a T6 temper. Circumferential satin-brushed nish. Round in cross-section down length of shaft and cone ta-pered to the base diameter.
Arm: Body of mounting arm is tapered aluminum alloy 6063-T6 tube with 2-3/ 8" OD (2" NPS) pipe size at luminaire end. The pole end of the arm is welded to an aluminum alloy 6063-T6 mounting plate.
Mounting: Arm mounting plate bolts to the shaft using stainless steel bolts, nuts and washers. A grommet is provided for the 1-1/4" diameter wiring hole between the pole shaft and the bracket arm.
Anchor base: Cast from A356 aluminum alloy and heat treated to T6 temper. Base plate and shaft are circumferentially welded top and bottom.
Anchor bolts: Fabricated from carbon steel bar with minimum-yield strength of 55,000 psi. Upper portion of anchor bolt is galvanized per ASTM A-153. Each anchor bolt is furnished with two hex nuts and two washers.
Grounding: Provision located inside hand hole rim. Grounding hardware is not included (provided by others).
Hand hole: A nominal 3" x 5" or 4" or 6" reinforced flush covered hand hole is centered 18" above the base.
Top Cap: Removable top cap provided.
Bolt Covers: A356 bolt covers included with anchor base unless otherwise specified.
Finish
Must specify finish.
Warranty
1-year limited warranty. Complete warranty terms located at:
www.acuitybrands.com/CustomerResources/Terms_and_Conditions. aspx
NOTE: Actual performance may differ as a result of end-user environment and application.
Specifications subject to change without notice.
Round Tapered Aluminum Pole
Single and Double Mounting
Arms at 20' to 40' Fixture Mounting Heights
A
Arm is located on side B or B & D
C
D B
SINGLE ARM POLE:
FRTAU206EBMAUS4GRAB Page 424 of 818
Holophane / 3825 Columbus Rd., Granville, OH 43023 / Phone: 866-HOLOPHANE / www.holophane.com ©2016 Acuity Brands Lighting, Inc. All rights reserved. Rev. 03/23/16 Specifications are subject to change without notice.
FRTAU
DIMENSIONAL DATA
TECHNICAL INFORMATION
FRTAU
Round Tapered Aluminum Poles with Mounting Arm(s)
Important:
• Do not erect poles without having fixtures installed. • Factory-supplied templates must be used when setting anchor bolts.
Acuity will not accept claim for incorrect anchorage placement due to failure to use factory template.
• If poles are stored outside, all protective wrapping must be removed immediately upon delivery to prevent finish damage.
Note: These specifications are intended for general purposes only. Acuity reserves the right to change material or design, without prior notice, in a continuing effort to upgrade its products.
Holophane Pole
Number
Fixture
Mounting
Height
Nominal Shaft
Base, Wall
Thickness
Quality of Arm and
Length
EPA ft2 with 1.3
Gust per Arm
100 MPH
Maximum
Weight (lbs.)
Bolt Circle
(in.) Bolt Size (in.)
Anchor Bolt
Ship Level
Anchor Bolt
Template Ship
Level
FRTAU206EBMAUS4 20 6.0 X 4.0 X .156 Single Arm 4 feet 2 65 9.50 .75 X 30 X 3 AB-38-4 TMP-42 FRTAU257EBMAUS4 25 7.0 X 4.0 X .156 Single Arm 4 feet 2 65 10.50 1 X 36 X 4 AB-27-4 TMP-44 FRTAU308EBMAUS4 30 8.0 X 4.5 X .156 Single Arm 4 feet 2 65 11.50 1 X 36 X 4 AB-27-4 TMP-46 FRTAU358GBMAUS4 35 8.0 X 4.5 X .188 Single Arm 4 feet 2 65 11.50 1 X 36 X 4 AB-27-4 TMP-46 FRTAU408JBMAUS4 40 8.0 X 4.5 X .250 Single Arm 4 feet 2 65 11.50 1 X 36 X 4 AB-27-4 TMP-46 FRTAU206GBMAUS6 20 6.0 X 4.0 X .188 Single Arm 6 feet 2 65 9.50 .75 x 30 x 3 AB-38-4 TMP-42 FRTAU257GBMAUS6 25 7.0 X 4.0 X .188 Single Arm 6 feet 2 65 10.50 1 X 36 X 4 AB-27-4 TMP-44 FRTAU308GBMAUS6 30 8.0 X 4.5 X .188 Single Arm 6 feet 2 65 11.50 1 X 36 X 4 AB-27-4 TMP-46 FRTAU358JBMAUS6 35 8.0 X 4.5 X .250 Single Arm 6 feet 2 65 11.50 1 X 36 X 4 AB-27-4 TMP-46 FRTAU408JBMAUS6 40 8.0 X 4.5 X .250 Single Arm 6 feet 2 65 11.50 1 X 36 X 4 AB-27-4 TMP-46 FRTAU206GBMAUS8 20 6.0 X 4.0 X .188 Single Arm 8 feet 1.74 65 9.50 .75 x 30 x 3 AB-38-4 TMP-42 FRTAU258EBMAUS8 25 8.0 X 4.0 X .156 Single Arm 8 feet 1.74 65 11.50 1 X 36 X 4 AB-27-4 TMP-46 FRTAU308GBMAUS8 30 8.0 X 4.5 X .188 Single Arm 8 feet 1.74 65 11.50 1 X 36 X 4 AB-27-4 TMP-46 FRTAU358JBMAUS8 35 8.0 X 4.5 X .250 Single Arm 8 feet 1.74 65 11.50 1 X 36 X 4 AB-27-4 TMP-46 FRTAU4010GBMAUS8 40 10.0 X 4.5 X .188 Single Arm 8 feet 1.74 65 14.50 1 X 48 X 4 AB-39-4 TMP-51 FRTAU206GBMA2US4 20 6.0 X 4.0 X .188 Double Arm 4 feet (2@180) 2 65 9.50 .75 X 30 X 3 AB-38-4 TMP-42 FRTAU258EBMA2US4 25 8.0 X 4.5 X .156 Double Arm 4 feet (2@180) 2 65 11.50 1 X 36 X 4 AB-27-4 TMP-46 FRTAU308GBMA2US4 30 8.0 X 4.5 X .188 Double Arm 4 feet (2@180) 2 65 11.50 1 X 36 X 4 AB-27-4 TMP-46 FRTAU3510GBMA2US4 35 10 X 6.0 X .188 Double Arm 4 feet (2@180) 2 65 14.50 1 X 48 X 4 AB-39-4 TMP-51 FRTAU4010LBMA2US4 40 10 X 6.0 X .219 Double Arm 4 feet (2@180) 2 65 14.50 1 X 48 X 4 AB-39-4 TMP-51 FRTAU207EBMA2US6 20 7.0 X 4.0 X .156 Double Arm 6 feet (2@180) 2 65 10.50 1 X 36 X 4 AB-27-4 TMP-44 FRTAU258EBMA2US6 25 8.0 X 4.5 X .156 Double Arm 6 feet (2@180) 2 65 11.50 1 X 36 X 4 AB-27-4 TMP-46 FRTAU308JBMA2US6 30 8.0 X 4.5 X .250 Double Arm 6 feet (2@180) 2 65 11.50 1 X 36 X 4 AB-27-4 TMP-46 FRTAU3510GBMA2US6 35 10 X 6.0 X .188 Double Arm 6 feet (2@180) 2 65 14.50 1 X 48 X 4 AB-39-4 TMP-51 FRTAU4010LBMA2US6 40 10 X 6.0 X .219 Double Arm 6 feet (2@180) 2 65 14.50 1 X 48 X 4 AB-39-4 TMP-51 FRTAU207GBMA2US8 20 7.0 X 4.0 X .188 Double Arm 8 feet (2@180) 1.74 65 10.50 1 X 36 X 4 AB-27-4 TMP-44 FRTAU258GBMA2US8 25 8.0 X 4.5 X .188 Double Arm 8 feet (2@180) 1.74 65 11.50 1 X 36 X 4 AB-27-4 TMP-46 FRTAU308JBMA2US8 30 8.0 X 4.5 X .250 Double Arm 8 feet (2@180) 1.74 65 11.50 1 X 36 X 4 AB-27-4 TMP-46 FRTAU3510JBMA2US8 35 10 X 6.0 X .250 Double Arm 8 feet (2@180) 1.74 65 14.50 1 X 48 X 4 AB-39-4 TMP-51 FRTAU4010JBMA2US8 40 10 X 6.0 X .250 Double Arm 8 feet (2@180) 1.74 65 14.50 1 X 48 X 4 AB-39-4 TMP-51 Shaft Base
Size (in.)
Bolt Circle
(in.)
Bolt Projection
(in.)
Base Square
(in.)
5.9 9 3.5 - 4.25 10
6.6 9.5 3.5 - 4.25 10.5
7.3 10.5 3.5 - 4.25 11..25
9 12.5 3.75 - 4.5 12.375
18"
A B C
B
A
C
FLOOD:
PMLED-4-4K-10A-AH-45-1-K-GP-FVGP Page 426 of 818
0.90 0.89
0.89 0.88
0.88 0.87
0.87 0.86
0.85 0.84
0.89 0.88
0.87 0.87
0.86 0.85
0.84 0.84
0.83 0.82
0.87 0.86
0.86 0.85
0.84 0.83
0.82 0.82
0.81 0.80
0.86 0.85
0.84 0.83
0.82 0.81
0.81 0.80
0.79 0.78
0.84 0.84
0.83 0.82
0.81 0.80
0.79 0.78
0.76 0.75
0.83 0.82
0.81 0.80
0.79 0.78
0.77 0.76
0.74 0.73
0.70 0.75
0.80 0.85
0.90 0.95
10 15 20 25 30 35 40 45 50 55
50K
60K
70K
80K
90K
100K
Ambient Temp ( C )
LLD
LLD vs Ambient Temperature
(PMLED610A 6 COB @ 1050mA)
Holophane | 3825 Columbus Rd., Granville, OH 43023 | Phone: 866-HOLOPHANE | www.holophane.com © 2018-2020 Acuity Brands Lighting, Inc. All rights reserved. Rev. 07/27/20 Specifications subject to change without notice.
PXLW
• Petroleum refineries
• Ethanol facilities
• Chemical plants
• Power plants
• Textile mills
• Water and wastewater
treatment facilities
• Parking Garages
Petrolux® LED Low Bay
Wet Location for Demanding Environments
PXLW
Catalog Number
Notes Type
Dimensions: Inches (millimeters) unless otherwise noted.
Universal Mount
Diameter: 13.11 (332.99)
Height: 11.43 (290.32)
Weight: Approx. 19 lbs (8.62 kg)
Pallet quantity: 12 fixtures
EPA: 0.787 sq. ft. wind loading
Typical Applications
Description
• For demanding environments with lower mounting heights where dust, dirt and moisture are a concern.
• Certain airborne contaminants may adversely affect the functioning of LEDs and other electronic components,
depending on various factors such as concentrations of the contaminants, ventilation, and temperature at the end-user location. Click here for a list of substances that may
not be suitable for interaction with LEDs and other
electronic components.
Optics
• Prismatic borosilicate glass directs light where needed and reduces harsh glare.
• Silicone rubber lens available that will not brown, chip, shatter or break.
• Four distributions (Type 5 low angle, Type 5 high angle, type 4 forward throw and Type 1 long and narrow) available to maximize versatility.
• Highly engineered LED system ensures superior uniformity and maximizes spacing.
• Lens assembly secured by stainless steel tamper-resistant Torx® T-20 screws.
Electrical
• Luminaire Surge Protection Level: Designed to withstand up to 10kV/5kA per ANSI C82.77-5-2015.
• 0-10V dimming driver is standard.
• Optional robust driver solution designed to assist with power quality and drop neutral conditions. XVOLT option supports 277-480V; 6kV surge rated.
• 3000K, 4000K or 5000K CCT available.
• Fault-tolerant LED light engine continues to provide light even in the failure of one LED.
• Field Adjustable Output (AO) module - Onboard device that adjusts the light output and input wattage to meet site specific requirements. The AO module is preset at the factory to position number 8 (see chart).
Mechanical
• Super durable TGIC thermoset powder coat finish provides 1500 hours salt fog rating. CR (corrosion resistant) optional finish is a five-stage pre-treating and painting process that yields over 5,000 hours salt rating per ASTM B117.
• Robust cast aluminum housing with low copper content
(0.6% CU content) withstands harsh or hostile environments. • Universal mount high profile top cover (ceiling/pendant).
Optional universal arm available for wall/stanchion. Other mountings include, low profile hook/pendant mount and
high profile yoke mount.
• Precise number of fins dissipate maximum amount of heat and achieve up to 149°F (65°C) ambient rating.
• Universal mount can be wall, stanchion, and angle mounted to accommodate a variety of arms.
Listings
• UL 1598 Listed for use in wet locations
• IP65 and IP66 rated. IP67 rated except when used with wall, stantion, sensor, sub-station or hooks.
• Luminaire is 1G vibration rated.
• DesignLights Consortium® (DLC) Premium qualified product.
Not all versions of this product may be DLC Premium
qualified. Please check the DLC Qualified Products List at www.designlights.org/QPL to confirm which versions are
qualified.
• Marine rated — see Marine/NEMA 4X chart for option
compatibility
• NEMA 4X rated — see Marine/NEMA 4X chart for option
compatibility
• Certified to meet NSF Splash Zone 2 (specify FPA option) • IK rated (see chart on page 6)
Warranty
5-year limited warranty. Complete warranty terms located at:
www.acuitybrands.com/support/customer-support/termsand-conditions.
Note: Actual performance may differ as a result of end-user environment and application.
All values are design or typical values, measured under laboratory conditions at 25 °C.
Capable Luminaire
This item is an A+ capable luminaire, which has been designed and tested to provide consistent color appearance and out-of-the-box control compatibility with simple commissioning.
• All configurations of this luminaire meet the Acuity Brands’ specification for chromatic consistency
• This luminaire is part of an A+ Certified solution for nLight® or XPoint™ Wireless control networks marked by a shaded background* To learn more about A+, visit www.acuitybrands.com/aplus. *See ordering tree for details
SUBSTATION
One lighting unit consists of:
(2) PXLW-3000LM-WD-480-40K-70CRI-PM-DGXD
AND (1) 072332DGXD TANDEM MOUNT ARMPage 430 of 818
Holophane | 3825 Columbus Rd., Granville, OH 43023 | Phone: 866-HOLOPHANE | www.holophane.com © 2018-2020 Acuity Brands Lighting, Inc. All rights reserved. Rev. 07/27/20 Specifications subject to change without notice.
PXLW
Petrolux® LED
Wet Location for Demanding Environments
Series Lumens Optics Voltage Color Temperature Color Rendering Index Mounting Options PXLW 3000LM 3,000
lumens1
5000LM 5,000
lumens1
8000LM 8,000
lumens
10000LM 10,000
lumens
FWD Forward throw, glass lens
MD0 Medium glass lens with minimal uplight
MDU5 Medium glass lens with uplight
MDU5GLF Medium frosted glass lens with uplight
ND Long and narrow, glass lens
SO Medium, silicone optic, with minimal uplight
SOND Long and narrow, silicone optic
WD Wide, glass lens
MVOLT (120V-277V)
120 120V
208 208V
240 240V
277 277V
HVOLT (347V/480V)
347 347V
480 480V
XVOLT (277-480V)
277X 277V 2
347X 347V 2
480X 480V 2
30K 3000K CCT
40K 4000K CCT
50K 5000K CCT
70CRI 70CRI
80CRI 80CRI
90CRI 90CRI
UNM Universal Mount,
high profile top cap
PM Pendant Mount, low
profile top cap
YK90 Yoke Mount 0-90
Degree, high profile
top cap
Options Finish
Damp Cordsets: 3
CDP-L5-15-X X-ft. 120V cord and twist lock plug, 3 conductor, white (120 only) CDP-L6-15-X X-ft. 208V/240V cord and twist lock plug, 3 conductor, white (208 or 240 only)
CDP-L7-15-X X-ft. 277V cord and twist lock plug, 3 conductor, white (277 or 277X only) CDP-L24-20-X X-ft. 347V cord and twist lock plug, 3 conductor, white (347 or 347X only) CDP-L8-20-X X-ft. 480V cord and twist lock plug, 3 conductor, white (480 or 480X only) CDP-5-15-X X-ft.,120V cord and straight blade plug,3 conductor, white (120 only) Wet Cordsets: 4
CDPW-L5-15-X X-ft. 120V cord and twist lock plug, 3 conductor, wet location, white (120 only)
CDPW-L6-15-X X-ft. 208V/240V cord and twist lock plug, 3 conductor, wet location, white (208 or 240 only)
CDPW-L7-15-X X-ft. 277V cord and twist lock plug, 3 conductor, wet location, white (277 or 277X only)
CDPW-L24-20-X X-ft. 347V cord and twist lock plug, 3 conductor, wet location, white (347 or 347X only)
Wet Cords: 5
CDW-X X-ft. cord, 3 conductor, wet location, white
CDW-4C-X X-ft. cord, 4 Conductor, wet location, black 6 CDW-5-W-X X-ft. cord, 5 conductor, wet location, white7 CDW-5-K-X X-ft. cord, 5 conductor, wet location, black7 Hooks:8
HKMW 3/4" wet listed hook male, PF-291
Other Options:
WGX Wire guard, factory installed
EMD Ingress/Egress Marker Decal
NSG Non silicone gasket (complete fixture) 9
DL Damp location
UPS Uplight Shield 10
CR Corrosion resistant paint
FPA Food processing area 11
AO Field Adjustable Output, Standard setting is 8 12
E10WMCP EM Self-diagnostics battery pack, 10W, Certified in the Ca Title 20 MAEDBS 13
Controls:
Non -Dimming Sensors: 14
MSI10NWL 360° motion sensor integral, low bay 15–25 ft., on/off, IP66 rated
MSI10NWL DSCNWL 360° motion sensor integral with photocell & occupancy sensor, low bay 15–25 ft., on/off, IP66 rated
Dimming Sensors: 14
MSI102L3VWL 360° motion sensor integral, low bay 15-25 ft., on/off with second time-out period, goes to a dimmed state
before turning off max./min. Dim setting, IP66 rated
Xpoint Wireless: 15
MSI10XAWL DSCXAWL XPoint wireless enabled with photocell & occupancy sensor, low bay 15-25 ft, IP66 rated
XAD XPoint™ Wireless 0-10V relay, internal, lower max
ambient
XAD924 XPoint™ Wireless 0-10V relay, internal, lower max ambient, meets UL924
Photocontrols:
BP Button style photo control, 120V-277V/347V 16
PER NEMA twist lock receptacle 17
PCS DTS, solid state photo control 18
P34 DTL, solid state photo control 19
P48 DTL, solid state photo control 20
PSC Shorting cap 21
nLight Air: 22
NLTAIR2 RSBG6 nLight AIR Generation 2 enabled 360° high mount(15- 30ft) motion sensor
NLTAIR2 RSBG10 nLight AIR Generation 2 enabled 360° low mount(8- 15ft) motion sensor
NLTAIR2 RIO nLight AIR (wireless) gen 2 control device (dimming & switching
Bluetooth Dimming Sensors: 23
SBGR10BTP 360° Low Mount Occ Sensor, pre-wired; Bluetooth® SBGR10BTP HL 360° Low Mount Occ Sensor w/HL Default, pre-wired; Bluetooth®
SBGR10BTP ADC 360° Low Mount Occ Sensor w/ADC Default, pre-wired; Bluetooth®
SBGR10BTP ANL 360° Low Mount Occ Sensor w/ANL Default, pre-wired; Bluetooth®
DGXD Gray super
durable
DWHXD White super
durable
DNXD Satin Nickle
super
durable
DBXD Black super
durable
ORDERING INFORMATION Example: PXLW 3000LM MDU5 MVOLT 30K 80CRI UNM DNXD A+ Capable options indicated
by this color background.
For Accessories and Footnotes, see next page.
Holophane | 3825 Columbus Rd., Granville, OH 43023 | Phone: 866-HOLOPHANE | www.holophane.com © 2018-2020 Acuity Brands Lighting, Inc. All rights reserved. Rev. 07/27/20 Specifications subject to change without notice.
PXLW
Petrolux® LED
Wet Location for Demanding Environments
Accessories: Order as separate catalog number.
072331 XX Substation Arm for Single Luminaire, XX denotes color 24 072331CTL XX Substation Arm for Single Luminaire with controls, XX denotes color 24 072332 XX Substation Arm for Tandem Mount Luminaire, XX denotes color (fixtures controlled separately in the field) 24
072332CTL XX Substation Arm for Tandem Mount Luminaire with controls, XX denotes color 24 WGPXLW Wire guard, zinc coated
SCK36 36" safety chain kit
SCK72 72" safety chain kit
SCK120 120" safety chain kit
UPSPXLWXX Uplight shield, XX denotes color
P3US-35-XX 35 degree universal mount arm, XX denotes color 25 P3US-XX Universal Mount Arm, XX denotes color 25
MI-3502 Thread Sealant
PCPXLWXX Pendant Cone, XX denotes color 26
DIMENSIONAL DATA
YOKE MOUNT 0-90 DEGREE (YK90)
MOUNTING HOLES
UNIVERSAL MOUNTING (UNM)
with P3US-XX Accessory
(must order P3US-XX separately)
123.95mm
(4.88")
2X DIA 10.08mm (.397")
Mounting holes
3/4" NPT (with plug)
1" NPT (with plug)
Both sides
Universal
Arm
Accessory
1" NPT (with plug)
2X DIA 9mm (.358")
Mounting holes
1 1/2" NPT (with plug)
UNIVERSAL MOUNTING (UNM)
45Ā
317.75
(12.51 ")
2X DIA 10.08mm (.397") 1" NPT (with plug) Mounting holes 214.63mm
(8.45")
1 1/2" NPT (with plug)
HOOK MOUNTING
123.95mm
(4.88")
2X DIA 10.08mm (.397")
Mounting holes
3/4" NPT (with plug)
1" NPT (with plug)
P3US-XX Accessory
(must order separately)
1" NPT (with plug)
2X DIA 9mm (.358")
Mounting holes
1 1/2" NPT (with plug)
UNIVERSAL MOUNTING (UNM)
1" NPT (with plug)
266.19mm
(10.48")
To Optic
279.65mm
(11.01")
WGX Option
266.19mm
(10.48")
To Optic
WIRE GUARD OPTION (WGX)
PENDANT MOUNTING (PM)
--
PXLW Line Art
DO NOT SCALE DRAWING SHEET 7 OF 7
CWM 01/16/18
UNLESS OTHERWISE SPECIFIED:
SCALE: WEIGHT:
PART NO. REV
D
SIZE
DESCRIPTION:
ACUITYBRANDS
NAME DATE
MFG APPR.
ENG APPR.
CHECKED
DRAWN
--
FINISH
MATERIAL
DRAWING PREPARED IN ACCORDANCE
WITH ANSI Y14.5M-1982
DIMENSIONS ARE IN INCHES TOLERANCES:
ANGULAR: 2
XX: .030
XXX: .015 PROPRIETARY AND CONFIDENTIAL
THIS PRINT IS THE CONFIDENTIAL PROPERTY
OF ACUITY BRANDS AND IS LOANED
SUBJECT TO RETURN UPON DEMAND AND
UPON EXPRESS CONDITION THAT IT WILL
NOT BE DISCLOSED TO ANY THIRD PARTY
WITHOUT THE PRIOR WRITTEN PERMISSION
OF ACUITY BRANDS OR USED DIRECTLY
OR INDIRECTLY IN ANY WAY DETRIMENTAL
TO THE INTEREST OF ACUITY BRANDS
THIRD ANGLE PROJECTION
A A
B B
C C
D D
8 8
7 7
6 6
5 5
4 4
3 3
2 2
1 1
Notes
1 Not available with XVOLT, 277X, 347X or 480X.
2 Utilizes XVOLT driver.
3 Voltage must be specified. Requires DL and HKMW
options. X denotes length, 3, 6 and 10ft available.
4 Voltage must be specified. Requires HKMW option. X
denotes length, 3, 6 and 10ft available.
5 X denotes length, 3, 6 and 10ft available.
6 Requires E10WMCP battery option.
7 Not available with dimming sensors or battery pack.
8 Requires Cord or Cordset. Not available with YK90
option.
9 Not available with SO or SOND options.
10 When ordered with MSI10NWL, MSI10NWL DSCNWL,
MSI10XAWL DSCXAWL, SBGR10BTP, SBGR10BTP
HL, SBGR10BTP ADC, or SBGR10BTP ANL, may cause
sensor viewing angle cutoff.
11 Available with SO, SOND, UNM, PM options only.
Not available with AO, SBGR10BTP, SBGR10BTPHL,
SBGR10BTPADC, SBGR10BTPANL, MSI10NWL,
MSI102L3VWL, MSI10NWL DSCNWL, MSI10XAWL
DSCXAWL or E10WMCP options.
12 Not available with SBGR10BTP, SBGR10BTPHL,
SBGR10BTPADC, SBGR10BTPANL, MSI102L3VWL,
MSI10NWL DSCNWL, MSI10XAWL DSCXAWL, XAD,
XAD924, CDW-5-K-X or CDW-5-K-X options.
13 Utilizes PS1055MCP battery. Not available with PM,
XVOLT, 347X, 480X, Xpoint wireless or Bluetooth
dimming sensors. Available with CD-4C-X, but not
required.
14 Not available with XVOLT. When ordered with YK90
and mounted between 35-90 degrees DL option
is required.
15 Not available with HVOLT, XVOLT, 347X or 480X.
16 Not available with MVOLT, HVOLT, 480V, XVOLT,
480X, or YK90.
17 Not available with YK90.
18 Requires PER option. Available with 120, 208, 240,
277 or 277X options only.
19 Requires PER option. Available with 347, 347X
options only.
20 Requires PER option. Available with 480, 480X
options only.
21 Requires PER option.
22 Not available with HVOLT at 3000LM or 5000LM. Not
available with XVOLT, 277X, 347X, 480X, AO, DIM,
XAD or SBGR sensor in any lumen package.
23 Not available with XVOLT, 277X, 347X or 480X
options. Only available in HVOLT with 8000LM or
10000LM lumen packages.
24 Not available with YK90, cord or cordset.
25 Not available with PM, YK90, cord or cordset.
26 Available with PM option only. Requires minimum 8"
customer provided stem.
Holophane | 3825 Columbus Rd., Granville, OH 43023 | Phone: 866-HOLOPHANE | www.holophane.com © 2018-2020 Acuity Brands Lighting, Inc. All rights reserved. Rev. 07/27/20 Specifications subject to change without notice.
PXLW
Petrolux® LED
Wet Location for Demanding Environments
DIMENSIONAL DATA (continued)
266.19mm
(10.48")
To Optic
WIRE GUARD OPTION (WGX)
PENDANT MOUNTING (PM)
--
PXLW Line Art
DO NOT SCALE DRAWING SHEET 7 OF 7
CWM 01/16/18
UNLESS OTHERWISE SPECIFIED:
SCALE: WEIGHT:
PART NO. REV
D
SIZE
DESCRIPTION:
ACUITYBRANDS
NAME DATE
MFG APPR.
ENG APPR.
CHECKED
DRAWN
--
FINISH
MATERIAL
DRAWING PREPARED IN ACCORDANCE
WITH ANSI Y14.5M-1982
DIMENSIONS ARE IN INCHES TOLERANCES:
ANGULAR: 2
XX: .030
XXX: .015 PROPRIETARY AND CONFIDENTIAL
THIS PRINT IS THE CONFIDENTIAL PROPERTY
OF ACUITY BRANDS AND IS LOANED
SUBJECT TO RETURN UPON DEMAND AND
UPON EXPRESS CONDITION THAT IT WILL
NOT BE DISCLOSED TO ANY THIRD PARTY
WITHOUT THE PRIOR WRITTEN PERMISSION
OF ACUITY BRANDS OR USED DIRECTLY
OR INDIRECTLY IN ANY WAY DETRIMENTAL
TO THE INTEREST OF ACUITY BRANDS
THIRD ANGLE PROJECTION
A
B
C
4 3 2 1
Holophane | 3825 Columbus Rd., Granville, OH 43023 | Phone: 866-HOLOPHANE | www.holophane.com © 2018-2020 Acuity Brands Lighting, Inc. All rights reserved. Rev. 07/27/20 Specifications subject to change without notice.
PXLW
Petrolux® LED
Wet Location for Demanding Environments
DIMENSIONAL DATA (continued)
07233-2-XX (Tandem Substation Arm)
07233-2-CTL-XX (Tandem Substation arm with controls)
522.48mm
(20.56")
07233-1-XX (Single Substation Arm)
07233-1-CTL-XX (Single Substation arm with controls)
522.48mm
(20.56")
Holophane | 3825 Columbus Rd., Granville, OH 43023 | Phone: 866-HOLOPHANE | www.holophane.com © 2018-2020 Acuity Brands Lighting, Inc. All rights reserved. Rev. 07/27/20 Specifications subject to change without notice.
PXLW
Petrolux® LED
Wet Location for Demanding Environments
OPERATIONAL DATA
Projected Lumen Maintenance (TM-21)
Default Bluetooth Sensor Programming
25C ambient
Lumen Package 0 Hours 15,000
Hours
30,000
Hours
45,000
Hours
60,000
Hours
100,000
Hours
3,000LM 1 0.97 0.95 0.92 0.9 0.84
5,000LM 1 0.97 0.95 0.92 0.9 0.84
8,000LM 1 0.97 0.94 0.92 0.89 0.83
10,000LM 1 0.97 0.95 0.92 0.9 0.84
55C ambient
Lumen Package 0 Hours 15,000
Hours
30,000
Hours
45,000
Hours
60,000
Hours
100,000
Hours
3,000LM 1 0.97 0.94 0.91 0.88 0.81
5,000LM 1 0.97 0.94 0.91 0.89 0.82
8,000LM 1 0.96 0.93 0.89 0.86 0.78
10,000LM 1 0.96 0.93 0.9 0.87 0.79
Performance with AO Field Adjustable Output
FAO Setting Base Max Lumen Output %
1 35%
2 48%
3 61%
4 74%
5 87%
6 100%
7 100%
8 100%
Model Default Operation Occupancy
Time Delay Photocell Mode Photocell Set-point Low Trim High Trim Dim to Off Time Delay SBGR10BTP On/Off Occupancy Only Disabled 10 minutes Disabled n/a n/a 100% Disabled SBGR10BTP HL Occupancy w/ 0-10V Dimming (High/Low/Off) 10 minutes Disabled n/a 10% 100% 2.5 minutes SBGR10BTP ADC Occupancy w/ Dim & Switch Photocell 10 minutes On/Off & Auto Dim 50 fc 10% 100% 0 seconds SBGR10BTP ANL Dim & Switch Photocell with High/Low Occupancy Operation 10 minutes On/Off & Auto Dim 50 fc 10% 100% Stay Dim/Never Off Impact Resistance (IK Ratings)
Lens Material Rating
Glass IK07
Silicone IK10
Holophane | 3825 Columbus Rd., Granville, OH 43023 | Phone: 866-HOLOPHANE | www.holophane.com © 2018-2020 Acuity Brands Lighting, Inc. All rights reserved. Rev. 07/27/20 Specifications subject to change without notice.
PXLW
Petrolux® LED
Wet Location for Demanding Environments
Operating Characteristics
Package Distribution
Delivered
lumens at
3000K CCT
70CRI @ 25C
Delivered
lumens at
3000K CCT
80CRI @ 25C
Delivered
lumens at
3000K CCT
90CRI @ 25C
Delivered
lumens at
4000K CCT
70CRI @ 25C
Delivered
lumens at
4000K CCT
80CRI @ 25C
Delivered
lumens at
4000K CCT
90CRI @ 25C
Delivered
lumens at
5000K CCT
70CRI@ 25C
Delivered
lumens at
5000K CCT
80CRI@ 25C
Delivered
lumens at
5000K CCT
90CRI @ 25C
Wattage
LPW @
4000K
80CRI
3000LM
FWD 2848 2621 2167 2988 2712 2184 3110 2746 2202 21 127 MD0 3035 2793 2308 3183 2785 2327 3314 2821 2346 21 130 MDU5 2700 2485 2054 2833 2803 2071 2949 2839 2087 21 131 MDU5GLF 3021 2780 2298 3169 2883 2316 3299 2920 2335 21 135 ND 2698 2483 2053 2831 2596 2069 2947 2630 2086 21 121
SO 3182 2928 2421 3338 2934 2440 3475 2971 2460 21 137
WD 3098 2851 2357 3250 2850 2376 3383 2887 2395 21 133
5000LM
FWD 4852 4465 3691 5090 4619 3721 5298 4679 3750 35 130 MD0 5169 4757 3933 5423 4745 3964 5645 4805 3996 35 134 MDU5 4600 4233 3499 4826 4776 3528 5023 4837 3556 35 135 MDU5GLF 5146 4735 3915 5398 4911 3946 5619 4974 3978 35 139 ND 4597 4230 3497 4822 4423 3525 5020 4480 3553 35 125
SO 5421 4989 4124 5687 4998 4157 5920 5062 4191 35 141
WD 5278 4857 4015 5537 4856 4048 5764 4918 4080 35 137
8000LM
FWD 7751 7133 5896 8131 7380 5944 8464 7474 5991 58 128 MD0 8258 7600 6282 8664 7580 6333 9018 7677 6384 58 132 MDU5 7349 6763 5590 7709 7629 5636 8025 7727 5681 58 132 MDU5GLF 8221 7565 6254 8624 7846 6304 8977 7947 6355 58 136 ND 7344 6758 5586 7704 7066 5632 8019 7156 5677 58 123
SO 8660 7970 6588 9085 7984 6641 9457 8086 6694 58 139
WD 8432 7759 6414 8846 7757 6466 9208 7857 6518 58 135
10000LM
FWD 9796 9015 7452 10277 9327 7512 10698 9447 7573 74 126 MD0 10438 9605 7940 10950 9580 8004 11398 9703 8068 74 129 MDU5 9288 8547 7066 9744 9643 7123 10143 9766 7180 74 130 MDU5GLF 10390 9561 7904 10900 9916 7968 11346 10044 8032 74 134 ND 9281 8541 7061 9737 8930 7118 10136 9045 7175 74 121 SO 10946 10073 8327 11483 10091 8394 11953 10220 8461 74 136 WD 10657 9807 8107 11180 9804 8173 11638 9930 8238 74 132
Holophane | 3825 Columbus Rd., Granville, OH 43023 | Phone: 866-HOLOPHANE | www.holophane.com © 2018-2020 Acuity Brands Lighting, Inc. All rights reserved. Rev. 07/27/20 Specifications subject to change without notice.
PXLW
Petrolux® LED
Wet Location for Demanding Environments
Ambient Temperature Ratings
Mounting Occ
Sensor Xpoint SBGR BTP or NLIGHT AIR
Battery VoltageAmbient
PS1055MCP 3000LM 5000LM 8000LM 10000LM
PM
UNM
YK90
N
N
N
N Any 65 60 55
Y 120-277 40 35
Y
N Any 60 60 55
Y 120-277 -
Y
N
N Any 65 60 55
Y 120-277 -
Y
N Any -
Y 120-277 -
Y
N
N
N Any 65 60 55
Y 120-277 40 35
Y
N Any -
Y 120-277 -
Y
N
N Any -
Y 120-277 -
Y
N Any -
Y 120-277 -
Holophane | 3825 Columbus Rd., Granville, OH 43023 | Phone: 866-HOLOPHANE | www.holophane.com © 2018-2020 Acuity Brands Lighting, Inc. All rights reserved. Rev. 07/27/20 Specifications subject to change without notice.
PXLW
Petrolux® LED
Wet Location for Demanding Environments
Marine/NEMA 4X Compatibility
Catalog Nomenclature Marine NEMA 4X
Lumen Packages
3000LM X X
5000LM X X
8000LM X X
10000LM X X
Optics
MD0 X X
MDU5 X X
MDU5GLF X X
WD X X
ND X X
FWD X X
SO
SOND
Voltage
MVOLT X X
120 X X
208 X X
240 X X
277 X X
HVOLT X X
347 X X
480 X X
Color Temperature
30K X X
40K X X
50K X X
CRI
70CRI X X
80CRI X X
90CRI X X
Mounting Optics
UNM X X
PM X X
YK90 X
Options
Any Cordset
HKMD
LPMD
HKMAR
HKMW
E10WMCP
AO X X
WGX X X
EMD X X
UPS X X
FPA X X
CR X X
USPOM X X
Catalog Nomenclature Marine NEMA 4X
Controls
SBGR10BTP
SBGR10BTPHL
SBGR10BTPADC
SBGR10BTPANL
MSI10NWL
MSI102L3VWL
MSI10NWL DSCNWL
MSI10XAWL DSCXAWL
XAD X X
XAD924 X X
BP
PER
PCS
P34
P48
PSC
Fixture finish
DGXD X X
DWHXD X
DNXD
DBXD
Accessories
072331 (BR-2 Arm, Single) X
072331-CTL (BR-2 Arm, Single w/Controls) X
072332 (BR-2 Arm, Double X
072332-CTL (BR-2 Arm, Double w/Controls) X
SCK36
WGPXLW X
UPSPXLW X X
PCPXLW
P3US (Universal Mount Arm)
P3US35 (Universal Mount Arm, Angled)
LP LP LP LP LP LP
LP LP LP LP LP LP
LP
LP
LP
LP
LP
LP LP
PL PL
PL
PL
PL
PL
PL
PL
Xref .\Existing\Daly CXP001.dwg
sheet of sheets
project
drawing rev.
file
designed detailed
no. date by ckd description no. date by ckd
Scale For Microfilming Inches Millimeters
1 2 3 4 5 6 7 8 9 10 11 12 13
H
G
F
E
D
C
B
A
14 15
description
contract
E. VILA E. VILA
CORMORANT ENERGY STORAGE, LLC
BATTERY ENERGY STORAGE SYSTEM
ON-SITE UTILITY PLAN
LAYOUT D
1 1
SAN MATEO COUNTY, CALIFORNIA
816-333-9400
KANSAS CITY, MO 64114
9400 WARD PARKWAY
Burns & McDonnell Engineering Co, Inc.
A 02/20/24 CTA AR ISSUED FOR CONDITIONAL USE PERMIT
NORTH
0 SCALE IN FEET
50' 100'
PLAN NORTH
TRUE
NORTH
20.6047°
PRELIMINARY - NOT
FOR CONSTRUCTION
B 05/10/24 EDV AR ISSUED FOR CONDITIONAL USE PERMIT
C 05/31/24 EDV AR ISSUED FOR CONDITIONAL USE PERMIT
D 10/02/24 EDV AR ISSUED FOR CONDITIONAL USE PERMIT
8-INCH MAIN SUPPLY AND LOOP
4 1
2 6
LEGEND:
PL PL PROPERTY LINE
X X FENCE
GATE
FIRE HYDRANT
ABBREVIATION LIST:
BESS - BATTERY ENERGY STORAGE SYSTEM
MV - MEDIUM VOLTAGE
POI - POINT OF INTERCONNECTION
TYP - TYPICAL 1
2 3
KEYED NOTES: 4
5 FINAL LAYOUT SUBJECT TO CHANGED BASED ON FINAL ENVIRONMENTAL AND CIVIL SETBACK DISTANCES.
EQUIPMENT QUANTITIES, CONFIGURATION, AND FOOTPRINT SUBJECT TO CHANGE
BASED ON FINAL BESS TECHNOLOGY SELECTION AND ADDITIONAL PROJECT DUE DILIGENCE.
DESIGN, FABRICATION, INSTALLATION, INSPECTION, AND TESTING OF FACILITY PIPING SHALL BE IN ACCORDANCE WITH NFPA 24, CALIFORNIA FIRE CODE, AND CITY OF DALY CITY REQUIREMENTS. PIPING SHALL BE CEMENT-LINED DUCTILE IRON AWWA C151 UNLESS OTHERWISE APPROVED. EXTERNAL RESTRAINT REQUIREMENTS SHALL BE VERIFIED DURING DETAILED DESIGN.
ANTICIPATED FIRE FLOW TO BE 1,000 GPM TO SUPPORT TWO (2) 500 GPM HOSE STREAMS. PER TELSA FIREFIGHTING RECOMMENDATIONS, ONLY DEFENSIVE FIREFIGHTING TO COOL ADJACENT ENCLOSURES IS RECOMMENDED.
THE LOOPED FIRE APPARATUS ACCESS ROAD IS 26 FEET WIDE.
FIRE EXTINGISHER INSTALLED IN ACCORDANCE WITH THE IFC AND NFPA 10.
BACK FLOW DEVICE IN ACCORDANCE WITH "USC LIST OF APPROVED BACKFLOW PREVENTION ASSEMBLIES".
6 EXISTING 12-INCH DUCTILE IRON PUBLIC WATER MAIN TIE-IN WITH 12x12x8 IN FLANGED TEE AND (2) 12 IN BUTTERFLY VALVES PER CITY OF DALY CITY STANDARD DETAIL W-6. LOCATION AND DETAILS TO BE
COORDINATED WITH THE CITY OF DALY CITY DEPARTMENT OF
WATER AND WASTEWATER RESOURCES.
BELOW GRADE 8-INCH MUELLER ISOLATION GATE VALVE WITH VALVE
BOX AND COVER IN ACCORDANCE WITH CITY OF DALY CITY
DEPARTMENT OF WATER AND WASTEWATER RESOURCES.
FIRE HYDRANT, ISOLATION VALVE AND BOLLARDS IN ACCORDANCE WITH CITY REQUIREMENTS. UNLESS OTHERWISE APPROVED,
HYDRANTS SHALL BE WET-BARREL TYPE CLOW MODEL NO. 860.
GATE SECURING FIRE APPARATUS ACCESS ROAD DESIGNED IN
ACCORDANCE WITH CALIFORNIA FIRE CODE, NOT LESS THAN 20-FEET WIDE. GATE ACCESS PROVIDED IN ACCORDANCE WITH THE
CALIFORNIA FIRE CODE.
8-INCH BRANCH (TYP) FOR ALL HYDRANT
5 2
3 3
3 20'-0"
20'-0" 3
3 5
3 20'-0"
20'-0" 3
Fire Safety Plan
Cormorant Energy Storage, LLC Project
Issued for Review (Rev B)
May 2024
FIRE SAFETY PLAN
prepared for
Arevon
Cormorant Energy Storage Project
Daly City, California
Issued for Review
May 2024
Prepared by
Burns & McDonnell Engineering Company, Inc.
Kansas City, Missouri
COPYRIGHT © 2024 BURNS & McDONNELL ENGINEERING CO, INC
Fire Safety Plan
1 TABLE OF CONTENTS
1. PROJECT SUMMARY
2. CODE BASIS
2.1. State Requirements
2.2. County Requirements
2.3. Applicable Codes and Standards
3. GENERAL DESCRIPTION OF EQUIPMENT
3.1. Batteries
3.2. Inverters
4. GENERAL CRITERIA
4.1. Large Scale Fire Testing
4.2. Battery OEM-provided Fire Protection Features
4.3. Hazard Mitigation Analysis Approach
4.4. Permits
4.5. First Responder Training
4.6. Approvals from Fire Official
EXHIBIT A – SK001 – ON-SITE UTILITY PLAN
The energy storage industry, related technology, and best practices are rapidly evolving and changing regularly. The project described herein is in the conceptual project development stage and information in this document is subject to change due to changes in equipment selection or other factors affecting the design of the system. Additionally, laws, ordinances, regulatory standards, and best practices related to the contents of this document are subject to change or modification.
Fire Safety Plan
2 1. PROJECT SUMMARY
Cormorant Energy Storage, LLC project is a battery energy storage system facility using safe, reliable, and commercially proven lithium-ion batteries to store electrical energy. The Cormorant Energy Storage, LLC project will be a 188 MW / 752 MWh system located in Daly City, California. This plan is based on an outdoor, pre-engineered lithium-ion battery energy storage cabinet solution.
This Fire Safety Plan describes the approach to hazard mitigation analysis, large scale fire testing, battery provider’s fire protection features, and lists the applicable codes and standards that will be followed for the design of the facilities fire protection system.
2. CODE BASIS
2.1. State Requirements
At the time of permit application, the State of California will have adopted the 2022 edition of the California Building Code (CBC).
Buildings California Building Code (CBC) – 2022 Edition Structural California Building Code (CBC) – 2022 Edition Mechanical California Mechanical Code (CMC) – 2022 Edition Plumbing California Plumbing Code (CPC) – 2022 Edition
Electrical California Electrical Code (CEC) – 2022 Edition Fire California Fire Code (CFC) – 2022 Edition
2.2. County Requirements
The current effective municipal code is the Daly City Municipal Code, as of November 22, 2021.
Buildings Daly City Municipal Code Title 15, Chapter 15.08 Mechanical Daly City Municipal Code Title 15, Chapter 15.16 Plumbing Daly City Municipal Code Title 15, Chapter 15.20 Electrical Daly City Municipal Code Title 15, Chapter 15.24 Fire Daly City Municipal Code Title 15, Chapter 15.32
2.3. Applicable Codes and Standards
The Code Basis for this project is recommended to be the above reference codes, and additional standards listed below:
1. National Fire Protection Association (NFPA)
a. NFPA 10, Standard for Portable Fire Extinguishers (2021) b. NFPA 24, Standard for the Installation of Private Fire Service Mains and Their Appurtenances (2019)
c. NFPA 68, Standard on Explosion Protection by Deflagration Venting (2013) d. NFPA 69, Standard on Explosion Prevention Systems (2019) e. NFPA 70, National Electrical Code (2020)
f. NFPA 72, Fire Alarm and Signaling Code (2022)
g. NFPA 170, Standard for Fire Safety and Emergency Symbols (2018)
2. Underwriters Laboratories (UL)
a. UL 1741, Standard for Inverters, Converters, Controllers and Interconnection System Equipment for Use with Distributed Energy Resources (2016)
Fire Safety Plan
3 b. UL 1973, Standard for Batteries for Use in Light Electric Rail (LER) Applications and Stationary Applications (2018)
c. UL 9540, Standard for Safety of Energy Storage Systems and Equipment, Edition 2 (2020) d. UL 9540A, Test Method for Evaluating Thermal Runaway Fire Propagation in Battery Energy Storage Systems Standard, Edition 4 (2019)
3. GENERAL DESCRIPTION OF EQUIPMENT
3.1. Batteries
Battery enclosures designed for outdoor installation will be used at this facility. Batteries will be installed at grade more than 50 feet from property lines, in a planned development district. See drawings Exhibit A for additional layout details.
Battery enclosures are pre-engineered equipment cabinets, constructed of noncombustible construction, and are not to be entered for operations or maintenance purposes. The ESS cabinets will be listed and labeled in accordance with UL 9540 and will be monitored by an approved energy storage management system.
3.2. Inverters
Inverters will be listed and labeled in accordance with UL 1741 for utility interactive system use.
4. GENERAL CRITERIA
4.1. Large-Scale Fire Testing
Large-scale fire testing will be conducted by a Nationally Recognized Testing Laboratory (NRTL) in accordance with UL 9540A. Data collected during large-scale fire testing will be used to determine maximum unit energy capacity, spacing requirements, explosion control design criteria, and thermal runaway mitigation requirements. The results of the Large-scale fire testing will also inform the development of the Hazard Mitigation Analysis (HMA).
4.2. Battery OEM-provided Fire Protection Features
Battery OEM conducts extensive analysis and testing to assess hazardous conditions related to battery storage products. Battery technology includes multiple layers of protection to mitigate hazardous electrical and fire conditions. The following safety features are included in the battery technology and have been tested and validated through large-scale fire testing:
• Explosion Control: Explosion control will be achieved by use of deflagration vents, deflagration panels, and integral “sparker” technology. The battery cabinets have been designed to ensure no hazardous pressure waves, debris, shrapnel, or enclosure pieces are ejected, as validated by installation level large-scale testing and engineering evaluations.
• Thermal Runaway Propagation Prevention: Batteries will be constructed with materials proven to prevent thermal runaway propagation between adjacent cabinets via large scale fire testing.
4.3. Hazard Mitigation Analysis Approach
Fire Suppression Systems: An automatic fire suppression system will not be installed at this facility, as it is not required for cabinet type installations that cannot be entered for operations or maintenance. Also, per large
Fire Safety Plan
4 scale fire testing results, automatic fire suppression is not required to prevent thermal runaway propagation to adjacent battery cabinets.
Fire Detection and Alarm System: The battery cabinets do not contain built-in smoke, gas, or fire detection features as they are not required for outdoor cabinet type installations of this technology.
Water Supply: See Exhibit A for a layout of proposed fire hydrants around the site. The battery cabinets are designed to fully consume themselves by fire with minimal water application based on Large-scale fire tests showing limited fire spread to adjacent cabinets. A private fire main will be extended from the city water supply tie-in to hydrants spaced approximately 400-ft apart along the fire apparatus access road. Hydrants can be used to provide a reliable water supply source for defensive firefighting measures. The private fire main will be designed and installed in accordance with NFPA 24 and the Applicable Codes and Standards.
Fire Truck Access: Fire truck access will be provided within the site. See Exhibit A for additional layout details. All new emergency access roads will have 15 feet of vertical clearance, unobstructed minimum width of 20 feet and be 26 feet wide for a length of 20 feet on each side of the hydrant. The access road will have a minimum centerline turning radius of 35 feet and no dead-ends.
Battery OEM-provider Hazard Mitigation: The battery technology will have pre-installed Hazard Mitigation protection. See 4.2 for additional details.
Hazard Mitigation Analysis: Hazard mitigation analysis will be performed in accordance with CFC §104.8.2 to evaluate the consequences of the failure modes defined in CFC §1207.1.4.
4.4. Permits
Per CFC §1206.1.2, the following permits shall be obtained:
• Construction Permit in accordance with CFC §105.6.5.
• Operational Permit in accordance with CFC §105.5.14.
4.5. First Responder Training
First Responder Training will be developed in collaboration with the battery OEM and System Integrator.
4.6. Approvals from Fire Official
The following approvals will be requested by the Owner to the Fire Official:
• CFC §1207.5.1 – Size and separation
o Approval for ESS groups exceeding 50 kWh having separations less than 3 feet from other groups and from walls.
o Justification will be presented in the form of large-scale fire testing that evaluates larger capacities or smaller separations.
• CFC §1207.1.4 – Hazard Mitigation Analysis
o Approval of the failure modes and effects analysis submitted to the fire code official for review and approval in accordance with CFC §104.8.2.
• CFC §1207.1.5 – Large Scale Fire Test
o Approval of the large-scale fire test (UL 9540A) will be submitted to the fire code official for review and approval in accordance with CFC §104.8.2.
• CFC §1206.2.1 – Commissioning
o The commissioning plan will be submitted for approval prior to initiating commissioning. o A report describing the results of the system commissioning will be provided to the fire code official prior to final inspection and approval.
Fire Safety Plan
5 EXHIBIT A – SK001 – ON-SITE UTILITY PLAN
LP LP LP LP LP LP
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LP
LP
LP
LP
LP LP
PL PL
PL
PL
PL
PL
PL
PL
Xref .\Existing\Daly CXP001.dwg
sheet of sheets
project
drawing rev.
file
designed detailed
no. date by ckd description no. date by ckd
Scale For Microfilming Inches Millimeters
1 2 3 4 5 6 7 8 9 10 11 12 13
H
G
F
E
D
C
B
A
14 15
description
contract
E. VILA E. VILA
CORMORANT ENERGY STORAGE, LLC
BATTERY ENERGY STORAGE SYSTEM
ON-SITE UTILITY PLAN
LAYOUT B
1 1
SAN MATEO COUNTY, CALIFORNIA
816-333-9400
KANSAS CITY, MO 64114
9400 WARD PARKWAY
Burns & McDonnell Engineering Co, Inc.
A 02/20/24 CTA AR ISSUED FOR CONDITIONAL USE PERMIT
NORTH
0 SCALE IN FEET
50' 100'
PLAN NORTH
TRUE
NORTH
20.6047°
PRELIMINARY - NOT
FOR CONSTRUCTION
B 05/10/24 EDV AR ISSUED FOR CONDITIONAL USE PERMIT
C 05/31/24 EDV AR ISSUED FOR CONDITIONAL USE PERMIT
8-INCH MAIN SUPPLY AND LOOP
8-INCH BRANCH (TYP) FOR ALL HYDRANT
3 3
5 5
4 2
3 3
3 3
26'-0" 26'-0"
1 2
LEGEND:
PL PL PROPERTY LINE
X X FENCE
GATE
FIRE HYDRANT
ABBREVIATION LIST:
BESS - BATTERY ENERGY STORAGE SYSTEM
MV - MEDIUM VOLTAGE
POI - POINT OF INTERCONNECTION
TYP - TYPICAL 1
2 3
EXISTING 12-INCH DUCTILE IRON PUBLIC WATER MAIN TIE-IN WITH 12x12x8 IN FLANGED TEE AND (2) 12 IN BUTTERFLY VALVES PER CITY OF DALY CITY STANDARD DETAIL W-6. LOCATION AND DETAILS TO BE
COORDINATED WITH THE CITY OF DALY CITY DEPARTMENT OF
PUBLIC WORKS.
BELOW GRADE 8-INCH MUELLER ISOLATION GATE VALVE WITH VALVE
BOX AND COVER IN ACCORDANCE WITH CITY OF DALY CITY
DEPARTMENT OF PUBLIC WORKS REQUIREMENTS.
FIRE HYDRANT, ISOLATION VALVE AND BOLLARDS IN ACCORDANCE WITH CITY REQUIREMENTS. UNLESS OTHERWISE APPROVED,
HYDRANTS SHALL BE WET-BARREL TYPE CLOW MODEL NO. 430.
GATE SECURING FIRE APPARATUS ACCESS ROAD DESIGNED IN
ACCORDANCE WITH CALIFORNIA FIRE CODE, NOT LESS THAN 20-FEET WIDE. GATE ACCESS PROVIDED IN ACCORDANCE WITH THE
CALIFORNIA FIRE CODE.
KEYED NOTES: 4
5 FINAL LAYOUT SUBJECT TO CHANGED BASED ON FINAL ENVIRONMENTAL AND CIVIL SETBACK DISTANCES.
EQUIPMENT QUANTITIES, CONFIGURATION, AND FOOTPRINT SUBJECT TO CHANGE
BASED ON FINAL BESS TECHNOLOGY SELECTION AND ADDITIONAL PROJECT DUE DILIGENCE.
DESIGN, FABRICATION, INSTALLATION, INSPECTION, AND TESTING OF FACILITY PIPING SHALL BE IN ACCORDANCE WITH NFPA 24, CALIFORNIA FIRE CODE, AND CITY OF DALY CITY REQUIREMENTS. PIPING SHALL BE CEMENT-LINED DUCTILE IRON AWWA C151 UNLESS OTHERWISE APPROVED. EXTERNAL RESTRAINT REQUIREMENTS SHALL BE VERIFIED DURING DETAILED DESIGN.
ANTICIPATED FIRE FLOW TO BE 1,000 GPM TO SUPPORT TWO (2) 500 GPM HOSE STREAMS. PER TELSA FIREFIGHTING RECOMMENDATIONS, ONLY DEFENSIVE FIREFIGHTING TO COOL ADJACENT ENCLOSURES IS RECOMMENDED.
THE LOOPED FIRE APPARATUS ACCESS ROAD IS 26 FEET WIDE. GENERAL NOTES: PLAN VIEW
FIRE EXTINGISHER INSTALLED IN ACCORDANCE WITH THE IFC AND NFPA 10.
BACK FLOW DEVICE IN ACCORDANCE WITH "USC LIST OF APPROVED BACKFLOW PREVENTION ASSEMBLIES".
6 6
20'-0" 26'-0" 3
Fire Safety Plan
6
Stormwater Management Plan
Cormorant Energy Storage, LLC
Daly City Energy Storage
Project No. 164465
Revision 3
10/1/2024
Stormwater Management Plan
prepared for
Cormorant Energy Storage, LLC
Daly City Energy Storage
Daly City, California
Project No. 164465
Revision 3
10/1/2024
prepared by
Burns & McDonnell Consultants, Inc.
INDEX
Cormorant Energy Storage, LLC
Stormwater Management Plan
Project No. 164465
Report Index
Chapter
Number Chapter Title
Number
of Pages
1.0 Site Conditions 4
2.0 Hydrology and Hydraulics 1
3.0 Soil Erosion and Sediment Control Measures 3
4.0 Conclusions 1
APPENDIX A FEMA FIRM Panel
APPENDIX B Pre- and Post- Development Hydrology Analysis APPENDIX C NOAA Rainfall Data
Stormwater Management Plan Revision 1 Table of Contents Cormorant Energy Storage TOC-1 Burns & McDonnell
TABLE OF CONTENTS
Page No.
1.0 SITE CONDITIONS ........................................................................................... 1-1
1.1 Project Description............................................................................................... 1-1
1.2 Existing Conditions .............................................................................................. 1-2
1.2.1 Soil Types ............................................................................................. 1-3
1.2.2 Rainfall Data ......................................................................................... 1-3
1.3 Proposed Conditions and Stormwater Management System ............................... 1-4
2.0 HYDROLOGY AND HYDRAULICS .................................................................. 2-1
2.1 Runoff Data .......................................................................................................... 2-1
3.0 SOIL EROSION AND SEDIMENT CONTROL MEASURES ............................ 3-1
3.1 Checklist: San Mateo Countywide Water Pollution Prevention Program C.3 and C.6 Development Review Checklist .................................................................... 3-1
3.2 National Pollutant Discharge Elimination System (NPDES) Best Management Practices ............................................................................................................... 3-2
4.0 CONCLUSIONS ................................................................................................ 4-1 APPENDIX A – FEMA FIRM PANEL
APPENDIX B – PRE- AND POST-DEVELOPMENT HYDROLOGY ANALYSIS APPENDIX C – NOAA RAINFALL DATA
Stormwater Management Plan Revision 1 Site Conditions
Cormorant Energy Storage 1-1 Burns & McDonnell
1.0 SITE CONDITIONS
1.1 Project Description
Cormorant Energy Storage, LLC proposes to install a new battery storage system (BESS) in Daly City, California, along Carter Street and Geneva Avenue. The 11.5-acre site comprises two existing parcels adjacent to a large event center on the North side. The Project Site sits in an area zoned for commercial development, most of which is currently in use as a spillover parking lot. Approximately 9.45 acres of the area will be disturbed during the construction of the proposed site. See Figure 1-1 for the Project's general vicinity map.
In the permeable surfaces, the post-development stormwater can infiltrate; however, runoff will flow from the various surfaces on-site to a dry detention basin during substantial stormwater events. The clean water from the basin will be discharged and conveyed to the existing city drainage system along the property's perimeter. The permeable crushed rock surface and dry detention basin will provide a treatment train that improves the quality of stormwater runoff and reduces the quantity of stormwater runoff.
As detailed herein, the stormwater management design will meet or exceed all applicable California Environmental Protection Agency (CEPA) Stormwater Standards. In addition to the California Regional Water Quality Control Board San Francisco Bay Region Municipal Regional Stormwater NPDES Permit, the Project’s stormwater management system has been sited and designed in consideration of the San Mateo Countywide Water Pollution Prevention Program Checklist, as well as the Daly City Design Standards.
Stormwater Management Plan Revision 1 Site Conditions
Cormorant Energy Storage 1-2 Burns & McDonnell
1.2 Existing Conditions
The Project Site is in the Vista Grande Watershed in California. Based on the Federal Emergency Management Agency (FEMA) Flood Insurance Rate Map (FIRM) panel No. 06081C0035F (Effective April 5, 2019), shown in Appendix A, the parcels are not located in the 100-year floodplain. No wetland, Riverfront area, or other protected resource area buffers are near the site.
The project site contains about 11.5 acres of existing dirt roads, crushed rock surfacing, and pavement.
The general grade of the project site slopes from west to east. It is bound by tree lots on the higher ground in the west and developed parking lots on the lower ground in the east. The ground on either the north or south sides of the project site slopes away, and no drainage contribution from these areas will be expected.
Figure 1-1 General Vicinity Map
Stormwater Management Plan Revision 1 Site Conditions
Cormorant Energy Storage 1-3 Burns & McDonnell
The existing site contains one drainage area, DMA A, that spans the 9.45-acre disturbance area. This drainage area sheet flows across the site and eventually reaches a city stormwater system along the east border of the project site proper.
1.2.1 Soil Types
A desktop search failed to yield soil survey data for the area; for the calculations and to be conservative, hydrological soil group (HSG) D is used for curve number determination. For each drainage area, curve number (CN) values specific to their land use and respective areas are used to determine a weighted CN value for the entire drainage area. A summary of the land use and runoff CN values used in the stormwater model are provided in Table 1-1.
Table 1-1 Curve Number Summary
HSG
Curve Numbers
Pre-Development Impervious Area Roads Grass Water Surface D 95 98 98 80 98
1.2.2 Rainfall Data
The Project’s stormwater management system was designed per San Francisco Bay Region NPDES Permit requirements and the Daly City Design Standards. The design was refined using the San Mateo C.3 Regulated Projects Guide and its Countywide Water Pollution Prevention Program C.3 and C.6 Development Review checklist.
The detention basin volume was designed using the volumetric design storm method to capture the runoff volume generated by a 2-hour storm with a 10-year frequency. The design basis comes from the Volumetric Design Storm Method, described in the Caltrans Storm Water Quality Handbook. The storm curve and rainfall depth for the 10-year, 2-hour design storm was retrieved from the National Oceanic and Atmospheric Administration (NOAA) Atlas 14, Volume 6, Version 2. The data for the 10-year, 2-hour storm for this site’s region is shown in Appendix C and the design storm depth used for stormwater modelling is shown in Table 1-2.
Table 1-2 Design Storm Frequency-Depth
Design
Storm
Daly
City
10-
year,
1.18
Stormwater Management Plan Revision 1 Site Conditions
Cormorant Energy Storage 1-4 Burns & McDonnell
1.3 Proposed Conditions and Stormwater Management System Cormorant Energy Storage, LLC proposes installing a battery energy storage system to develop the property. The Project site will total 9.45 acres of land disturbance, consisting of 6.56 acres of impervious surfaces, mainly equipment and foundations, including 1.34 acres of asphalt roads. Grading of the substation and battery storage areas will have no slope greater than 4.0% to minimize change to the natural drainage pattern while providing a relatively flat surface for operation and maintenance. To accomplish this, two retaining walls are proposed along the east and west sides of the project site.
The proposed site contains three drainage areas, DMA A, B, and C, that span the entire 9.45-acre disturbance area. DMA A contains all proposed impervious area and sheet flows Plan East to a stormwater collection swale and a culvert that flows Plan North to the proposed stormwater detention basin. DMA B and C contain seeded slopes that flow from the North and East sides of the BESS yard to offsite.
Stormwater Best Management Practices (BMPs) will be implemented on-site to control the quality and quantity of the stormwater discharge from the site. The new drainage system will include a dry detention pond with a discharge system designed for the necessary stormwater runoff mitigation. Several sets of orifices will be used to meter runoff discharge at reduced peak flow rates while detaining runoff over a period of at least 48 hours for settling sedimentation after a rainfall event.
The Project will have an Operations and Maintenance Plan, and the stormwater system will be maintained accordingly. Surrounding disturbed areas will have low-growing native vegetation buffers and will not negatively impact the stormwater management system.
Stormwater Management Plan Revision 1 Hydrology and Hydraulics Cormorant Energy Storage 2-1 Burns & McDonnell
2.0 HYDROLOGY AND HYDRAULICS
The stormwater management design for the project has been developed to minimize the downstream effects of the proposed project.
2.1 Runoff Data
Stormwater modeling was performed for pre-development and post-development conditions of the project. Modeling was performed using HydroCAD© 10.20-5a (©2023) software. The time of concentration (Tc), used to model all drainage areas, varies depending on area, surface type, and slope.
The Tc for each drainage area is provided in Table 2-1.
Table 2-1 Time of Concentration Summary
Pre-Development Post-Development
DMA A DMA A DMA B DMA C
Tc (minutes) 4.2 5.1 0.9 1.8
A summary of all the drainage areas and their properties are shown in Table 2-2. The full HydroCAD© reports for the pre- and post-development models are provided in Appendix B.
Table 2-2 Drainage Area Summary
Drainage Area Area (ac) Weighted
CN
Peak Discharge
(cfs)
Runoff Volume
(ac-ft)
DMA A Pre-Development 9.45 95 17.62 0.568
DMA A Post-Development 8.93 94 14.39 0.487
DMA B Post-Development 0.22 80 0.07 0.003
DMA C Post-Development 0.30 80 0.08 0.004
Stormwater Management Plan Revision 1 Soil Erosion and Sediment Control Measures Cormorant Energy Storage 3-1 Burns & McDonnell
3.0 SOIL EROSION AND SEDIMENT CONTROL MEASURES
The stormwater management design will meet or exceed the CEPA recommendations, and the Project will comply with all applicable San Mateo Countywide Water Pollution Prevention Program Checklist described in detail in this section.
3.1 Checklist: San Mateo Countywide Water Pollution Prevention Program C.3 and C.6 Development Review Checklist
Worksheet A: C.6 – Construction Stormwater BMPs
Since the project involves earthwork, Construction Stormwater Best Management Practices (BMP) will be observed. Construction materials and wastes will be stored, handled, and disposed of properly to prevent contact with stormwater. A designated area will be on-site for cleaning, fueling, and maintaining vehicles where wash water is contained and treated. BMP training will be provided to all employees and subcontractors, and construction access routes will be limited to stabilized designated access points.
Sediment controls will protect all storm drain inlets in the vicinity. To ensure compliance with BMP, the San Mateo Countywide Water Pollution Prevention Program’s construction BMP plan sheet will be attached to project plans, and the contractor will be required to implement all applicable BMPs.
Temporary erosion controls will stabilize all denuded areas until permanent controls are established.
Protective measures will be used for adjacent properties to limit the impact of construction impacts; onsite runoff will be diverted around the site and exposed areas, and sediment will be trapped on site. The site will also be delineated with field markers for clearing limits, easements, etc. Finally, the project will provide specifications describing the construction and operation of erosion and sediment controls, methods and schedule for grading and excavating, vegetative cover and mulch, and irrigation provisions.
Worksheet B: C.3 – Source Controls
The total impervious surface replaced and created exceeds 2,500 square feet, so the project will use stormwater source controls to reduce potential pollutants. Equipment and materials will be stored in only contained areas and covered to avoid possible contact with runoff.
Worksheet C: Low Impact Development – Site Design Measures Per the designation of the storage facility as a C.3 Regulated Project, appropriate Site Design Measures are required. Any runoff from equipment and crushed rock surfaces not collected in the proposed dry detention basin will be directed onto vegetated areas to reduce water quality impacts. Impervious surfaces
Stormwater Management Plan Revision 1 Soil Erosion and Sediment Control Measures Cormorant Energy Storage 3-2 Burns & McDonnell
will be minimized, and slopes and channels will be protected. The project will limit the disturbance and effects of runoff on natural water bodies and drainage systems and reduce the compaction of highly permeable soils.
Worksheet D: Stormwater Measures and Site Design Measures by Drainage Management Area (DMA) The large new impervious surface area requires additional stormwater measures for individual Drainage Management Areas (DMAs). The project site consists of only one DMA, a self-retaining area that will store stormwater before treatment. The area will be sized using a volumetric hydraulic design base to achieve the capture of runoff from the 10-year, 2-hour design storm.
Worksheet E: Hydromodification Management & Worksheet F: Special Projects The project is not designated as a Hydromodification Management (HM) Project and, therefore, is exempt from HM requirements. The project also does not qualify in special project categories “A,” “B,” or “C” and is not eligible for Low Impact Development treatment reduction credit.
3.2 National Pollutant Discharge Elimination System (NPDES) Best Management Practices
Various soil erosion and sediment control measures will be implemented to minimize impacts during construction, including, but not limited to, the following. All measures will be routinely inspected and adequately maintained during the entire construction phase and until the site has reached permanent stabilization.
• Erosion control barriers will be installed around the perimeter to be disturbed before beginning construction. These barriers are generally installed between construction and resource areas such as wetlands/waterbodies. They are designed to minimize sediment transport by stormwater into down-gradient resource areas. Erosion control barriers appropriate for use on the Project Site include silt fence, straw bales, compost filter tubes, silt socks, and/or straw wattles. • Construction entrance track pads consisting of 1.5” to 3” stone will be installed at all access points to the Project to prevent construction machinery from tracking soil onto paved roadways, thus minimizing sediment transport away from the site.
• If any stockpiling of soil becomes necessary, it will be limited in size and duration, and an erosion control barrier will be placed around the perimeter of any stockpiles. If necessary, stockpiles will be covered with plastic sheeting for dust control purposes.
Stormwater Management Plan Revision 1 Soil Erosion and Sediment Control Measures Cormorant Energy Storage 3-3 Burns & McDonnell
• If dewatering is required, all discharges will be located outside any jurisdictional wetland resource areas. Any water pumped from an excavation will be routed through a dewatering basin or filter bag surrounded by a haybale corral to remove sediment before discharge. • Vegetation (using native species) will be re-established with native species in disturbed areas promptly after construction activities have temporarily or permanently ceased.
Stormwater Management Plan Revision 1 Conclusions
Cormorant Energy Storage 4-1 Burns & McDonnell
4.0 CONCLUSIONS
To accommodate the change in stormwater runoff due to Project development, the San Francisco Bay Region NPDES Permit, C3 Regulated Projects Guide, Daly City Design Standards, and the San Mateo Countywide Water Pollution Prevention Program Checklist were followed. This checklist accounts for site design, source control, and treatment measures that reduce impacts on water quality and remove pollutants from stormwater. The proposed detention pond will allow for the settlement of solids and can contain the runoff generated by the 10-year, 2-hour design storm.
The stormwater management design and proposed BMPs will meet or exceed all applicable CEPA Stormwater Standards.
APPENDIX A – FEMA FIRM PANEL
APPENDIX B – PRE- AND POST-DEVELOPMENT HYDROLOGY ANALYSIS
1S
DMA A Pre-Dev
Routing Diagram for Daly City Pre-Dev (9.27.2024)
Prepared by Burns & McDonnell, Printed 10/1/2024
HydroCAD® 10.20-5a s/n 08510 © 2023 HydroCAD Software Solutions LLC Subcat Reach Pond Link
Daly City Pre-Dev (9.27.2024)
Prepared by Burns & McDonnell Printed 10/1/2024
HydroCAD® 10.20-5a s/n 08510 © 2023 HydroCAD Software Solutions LLC Page 2 Project Notes
Copied 1 events from Arevon 24-hr S1 storm
Copied 1 events from Arevon 24-hr S1 storm
Daly City Pre-Dev (9.27.2024)
Prepared by Burns & McDonnell Printed 10/1/2024
HydroCAD® 10.20-5a s/n 08510 © 2023 HydroCAD Software Solutions LLC Page 3 Rainfall Events Listing
Event# Event
Name
Storm Type Curve Mode Duration
(hours)
B/B Depth
(inches)
AMC
1 10 yr, 2 hr Arevon 24-hr S1 10-yr Trim 2.00 1 1.18 2
Daly City Pre-Dev (9.27.2024)
Prepared by Burns & McDonnell Printed 10/1/2024
HydroCAD® 10.20-5a s/n 08510 © 2023 HydroCAD Software Solutions LLC Page 4 Area Listing (all nodes)
Area
(acres)
CN Description
(subcatchment-numbers)
9.450 95 Dirt Roads, Rock, Existing Pavement, HSG D (1S)
9.450 95 TOTAL AREA
Daly City Pre-Dev (9.27.2024)
Prepared by Burns & McDonnell Printed 10/1/2024
HydroCAD® 10.20-5a s/n 08510 © 2023 HydroCAD Software Solutions LLC Page 5 Soil Listing (all nodes)
Area
(acres)
Soil
Group
Subcatchment
Numbers
0.000 HSG A
0.000 HSG B
0.000 HSG C
9.450 HSG D 1S
0.000 Other
9.450 TOTAL AREA
Daly City Pre-Dev (9.27.2024)
Prepared by Burns & McDonnell Printed 10/1/2024
HydroCAD® 10.20-5a s/n 08510 © 2023 HydroCAD Software Solutions LLC Page 6 Ground Covers (all nodes)
HSG-A
(acres)
HSG-B
(acres)
HSG-C
(acres)
HSG-D
(acres)
Other
(acres)
Total
(acres)
Ground
Cover
Subcatchm
Numbers
0.000 0.000 0.000 9.450 0.000 9.450 Dirt Roads, Rock, Existing Pavement
0.000 0.000 0.000 9.450 0.000 9.450 TOTAL AREA
Daly City Pre-Dev (9.27.202Arevon 24-hr S1 10-yr trimmed to 2.00 hrs 10 yr, 2 hr Rainfall=1.18" Prepared by Burns & McDonnell Printed 10/1/2024
HydroCAD® 10.20-5a s/n 08510 © 2023 HydroCAD Software Solutions LLC Page 7 Time span=0.00-50.00 hrs, dt=0.01 hrs, 5001 points
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN
Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: DMA A Pre-Dev Runoff Area=9.450 ac 0.00% Impervious Runoff Depth=0.72" Flow Length=724' Slope=0.0400 '/' Tc=4.2 min CN=95 Runoff=17.62 cfs 0.568 af Total Runoff Area = 9.450 ac Runoff Volume = 0.568 af Average Runoff Depth = 0.72" 100.00% Pervious = 9.450 ac 0.00% Impervious = 0.000 ac
Daly City Pre-Dev (9.27.202Arevon 24-hr S1 10-yr trimmed to 2.00 hrs 10 yr, 2 hr Rainfall=1.18" Prepared by Burns & McDonnell Printed 10/1/2024
HydroCAD® 10.20-5a s/n 08510 © 2023 HydroCAD Software Solutions LLC Page 8 Summary for Subcatchment 1S: DMA A Pre-Dev
Runoff = 17.62 cfs @ 1.02 hrs, Volume= 0.568 af, Depth= 0.72" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-50.00 hrs, dt= 0.01 hrs Arevon 24-hr S1 10-yr trimmed to 2.00 hrs 10 yr, 2 hr Rainfall=1.18" Area (ac) CN Description
* 9.450 95 Dirt Roads, Rock, Existing Pavement, HSG D
9.450 100.00% Pervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
3.2 624 0.0400 3.22 Shallow Concentrated Flow,
Unpaved Kv= 16.1 fps
1.0 100 0.0400 1.61 Sheet Flow,
Smooth surfaces n= 0.011 P2= 2.53"
4.2 724 Total
Subcatchment 1S: DMA A Pre-Dev
Runoff
Hydrograph
Time (hours)
50484644424038363432302826242220181614121086420
Flow (cfs)
19 18
17 16
15 14
13 12
11 10
9 8
7 6
5 4
3 2
1 0
Arevon 24-hr S1 10-yr trimmed to 2.00 hrs
10 yr
2 hr Rainfall=1.18"
Runoff Area=9.450 ac
Runoff Volume=0.568 af
Runoff Depth=0.72"
Flow Length=724'
Slope=0.0400 '/'
Tc=4.2 min
CN=95
17.62 cfs
3S
DMA C Post-Dev
4S
DMA B Post-Dev
5S
DMA A Post-Dev
2P
Detention Basin
Routing Diagram for Daly City Post-Dev (9.27.2024)
Prepared by Burns & McDonnell, Printed 10/1/2024
HydroCAD® 10.20-5a s/n 08510 © 2023 HydroCAD Software Solutions LLC Subcat Reach Pond Link
Daly City Post-Dev (9.27.2024)
Prepared by Burns & McDonnell Printed 10/1/2024
HydroCAD® 10.20-5a s/n 08510 © 2023 HydroCAD Software Solutions LLC Page 2 Project Notes
Copied 1 events from Arevon 24-hr S1 storm
Copied 1 events from Arevon 24-hr S1 storm
Copied 1 events from Arevon 24-hr S1 storm
Copied 1 events from Arevon 24-hr S1 storm
Daly City Post-Dev (9.27.2024)
Prepared by Burns & McDonnell Printed 10/1/2024
HydroCAD® 10.20-5a s/n 08510 © 2023 HydroCAD Software Solutions LLC Page 3 Rainfall Events Listing
Event# Event
Name
Storm Type Curve Mode Duration
(hours)
B/B Depth
(inches)
AMC
1 10 yr, 2 hr Arevon 24-hr S1 10-yr Trim 2.00 1 1.18 2
Daly City Post-Dev (9.27.2024)
Prepared by Burns & McDonnell Printed 10/1/2024
HydroCAD® 10.20-5a s/n 08510 © 2023 HydroCAD Software Solutions LLC Page 4 Area Listing (all nodes)
Area
(acres)
CN Description
(subcatchment-numbers)
2.640 80 >75% Grass cover, Good, HSG D (3S, 4S, 5S)
5.220 98 Impervious Area (5S)
1.340 98 Paved roads w/curbs & sewers, HSG D (5S)
0.250 98 Water Surface, HSG D (5S)
9.450 93 TOTAL AREA
Daly City Post-Dev (9.27.2024)
Prepared by Burns & McDonnell Printed 10/1/2024
HydroCAD® 10.20-5a s/n 08510 © 2023 HydroCAD Software Solutions LLC Page 5 Soil Listing (all nodes)
Area
(acres)
Soil
Group
Subcatchment
Numbers
0.000 HSG A
0.000 HSG B
0.000 HSG C
4.230 HSG D 3S, 4S, 5S
5.220 Other 5S
9.450 TOTAL AREA
Daly City Post-Dev (9.27.2024)
Prepared by Burns & McDonnell Printed 10/1/2024
HydroCAD® 10.20-5a s/n 08510 © 2023 HydroCAD Software Solutions LLC Page 6 Ground Covers (all nodes)
HSG-A
(acres)
HSG-B
(acres)
HSG-C
(acres)
HSG-D
(acres)
Other
(acres)
Total
(acres)
Ground
Cover
Subcatchment
Numbers
0.000 0.000 0.000 2.640 0.000 2.640 >75% Grass cover, Good 3S, 4S,
5S
0.000 0.000 0.000 0.000 5.220 5.220 Impervious Area 5S
0.000 0.000 0.000 1.340 0.000 1.340 Paved roads w/curbs & sewers 5S
0.000 0.000 0.000 0.250 0.000 0.250 Water Surface 5S
0.000 0.000 0.000 4.230 5.220 9.450 TOTAL AREA
Daly City Post-Dev (9.27.2024)
Prepared by Burns & McDonnell Printed 10/1/2024
HydroCAD® 10.20-5a s/n 08510 © 2023 HydroCAD Software Solutions LLC Page 7 Pipe Listing (all nodes)
Line# Node
Number
In-Invert
(feet)
Out-Invert
(feet)
Length
(feet)
Slope
(ft/ft)
n Width
(inches)
Diam/Height
(inches)
Inside-Fill
(inches)
Node
Name
1 5S 0.00 0.00 43.0 0.0230 0.010 0.0 12.0 8.7
Daly City Post-Dev (9.27.20Arevon 24-hr S1 10-yr trimmed to 2.00 hrs 10 yr, 2 hr Rainfall=1.18" Prepared by Burns & McDonnell Printed 10/1/2024
HydroCAD® 10.20-5a s/n 08510 © 2023 HydroCAD Software Solutions LLC Page 8 Time span=0.00-50.00 hrs, dt=0.01 hrs, 5001 points
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN
Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 3S: DMA C Post-Dev Runoff Area=0.300 ac 0.00% Impervious Runoff Depth=0.15" Flow Length=42' Slope=0.3333 '/' Tc=1.8 min CN=80 Runoff=0.08 cfs 0.004 af Subcatchment 4S: DMA B Post-Dev Runoff Area=0.220 ac 0.00% Impervious Runoff Depth=0.15" Flow Length=18' Slope=0.3333 '/' Tc=0.9 min CN=80 Runoff=0.07 cfs 0.003 af Subcatchment 5S: DMA A Post-Dev Runoff Area=8.930 ac 76.26% Impervious Runoff Depth=0.66" Flow Length=897' Tc=5.1 min CN=94 Runoff=14.39 cfs 0.487 af Pond 2P: Detention Basin Peak Elev=134.34' Storage=0.249 af Inflow=14.39 cfs 0.487 af Outflow=4.55 cfs 0.434 af
Total Runoff Area = 9.450 ac Runoff Volume = 0.494 af Average Runoff Depth = 0.63"
27.94% Pervious = 2.640 ac 72.06% Impervious = 6.810 ac
Daly City Post-Dev (9.27.20Arevon 24-hr S1 10-yr trimmed to 2.00 hrs 10 yr, 2 hr Rainfall=1.18" Prepared by Burns & McDonnell Printed 10/1/2024
HydroCAD® 10.20-5a s/n 08510 © 2023 HydroCAD Software Solutions LLC Page 9 Summary for Subcatchment 3S: DMA C Post-Dev
Runoff = 0.08 cfs @ 1.01 hrs, Volume= 0.004 af, Depth= 0.15" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-50.00 hrs, dt= 0.01 hrs Arevon 24-hr S1 10-yr trimmed to 2.00 hrs 10 yr, 2 hr Rainfall=1.18" Area (ac) CN Description
0.300 80 >75% Grass cover, Good, HSG D
0.300 100.00% Pervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
1.8 42 0.3333 0.39 Sheet Flow,
Grass: Short n= 0.150 P2= 2.53"
Subcatchment 3S: DMA C Post-Dev
Runoff
Hydrograph
Time (hours)
50484644424038363432302826242220181614121086420
Flow (cfs)
0.09 0.085
0.08 0.075
0.07 0.065
0.06 0.055
0.05 0.045
0.04 0.035
0.03 0.025
0.02 0.015
0.01 0.005
0 Arevon 24-hr S1 10-yr trimmed to 2.00 hrs
10 yr
2 hr Rainfall=1.18"
Runoff Area=0.300 ac
Runoff Volume=0.004 af
Runoff Depth=0.15"
Flow Length=42'
Slope=0.3333 '/'
Tc=1.8 min
CN=80
0.08 cfs
Daly City Post-Dev (9.27.20Arevon 24-hr S1 10-yr trimmed to 2.00 hrs 10 yr, 2 hr Rainfall=1.18" Prepared by Burns & McDonnell Printed 10/1/2024
HydroCAD® 10.20-5a s/n 08510 © 2023 HydroCAD Software Solutions LLC Page 10 Summary for Subcatchment 4S: DMA B Post-Dev
[49] Hint: Tc<2dt may require smaller dt
Runoff = 0.07 cfs @ 1.00 hrs, Volume= 0.003 af, Depth= 0.15" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-50.00 hrs, dt= 0.01 hrs Arevon 24-hr S1 10-yr trimmed to 2.00 hrs 10 yr, 2 hr Rainfall=1.18" Area (ac) CN Description
0.220 80 >75% Grass cover, Good, HSG D
0.220 100.00% Pervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
0.9 18 0.3333 0.33 Sheet Flow,
Grass: Short n= 0.150 P2= 2.53"
Subcatchment 4S: DMA B Post-Dev
Runoff
Hydrograph
Time (hours)
50484644424038363432302826242220181614121086420
Flow (cfs)
0.07 0.065
0.06 0.055
0.05 0.045
0.04 0.035
0.03 0.025
0.02 0.015
0.01 0.005
0 Arevon 24-hr S1 10-yr trimmed to 2.00 hrs
10 yr
2 hr Rainfall=1.18"
Runoff Area=0.220 ac
Runoff Volume=0.003 af
Runoff Depth=0.15"
Flow Length=18'
Slope=0.3333 '/'
Tc=0.9 min
CN=80
0.07 cfs
Daly City Post-Dev (9.27.20Arevon 24-hr S1 10-yr trimmed to 2.00 hrs 10 yr, 2 hr Rainfall=1.18" Prepared by Burns & McDonnell Printed 10/1/2024
HydroCAD® 10.20-5a s/n 08510 © 2023 HydroCAD Software Solutions LLC Page 11 Summary for Subcatchment 5S: DMA A Post-Dev
[47] Hint: Peak is 226% of capacity of segment #3
[47] Hint: Peak is 1840% of capacity of segment #4
Runoff = 14.39 cfs @ 1.03 hrs, Volume= 0.487 af, Depth= 0.66" Routed to Pond 2P : Detention Basin
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-50.00 hrs, dt= 0.01 hrs Arevon 24-hr S1 10-yr trimmed to 2.00 hrs 10 yr, 2 hr Rainfall=1.18" Area (ac) CN Description
* 5.220 98 Impervious Area
1.340 98 Paved roads w/curbs & sewers, HSG D
0.250 98 Water Surface, HSG D
2.120 80 >75% Grass cover, Good, HSG D
8.930 94 Weighted Average
2.120 23.74% Pervious Area
6.810 76.26% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
1.0 100 0.0400 1.61 Sheet Flow,
Smooth surfaces n= 0.011 P2= 2.53"
2.7 527 0.0400 3.22 Shallow Concentrated Flow,
Unpaved Kv= 16.1 fps
1.2 227 0.0077 3.16 6.37 Trap/Vee/Rect Channel Flow,
Bot.W=0.00' D=0.82' Z= 3.0 '/' Top.W=4.92'
n= 0.022 Earth, clean & straight
0.2 43 0.0230 4.46 0.78 Pipe Channel,
12.0" Round w/ 8.7" inside fill Area= 0.2 sf Perim= 2.0' r= 0.09' n= 0.010 PVC, smooth interior
5.1 897 Total
Daly City Post-Dev (9.27.20Arevon 24-hr S1 10-yr trimmed to 2.00 hrs 10 yr, 2 hr Rainfall=1.18" Prepared by Burns & McDonnell Printed 10/1/2024
HydroCAD® 10.20-5a s/n 08510 © 2023 HydroCAD Software Solutions LLC Page 12 Subcatchment 5S: DMA A Post-Dev
Runoff
Hydrograph
Time (hours)
50484644424038363432302826242220181614121086420
Flow (cfs)
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
0 Arevon 24-hr S1 10-yr trimmed to 2.00 hrs
10 yr
2 hr Rainfall=1.18"
Runoff Area=8.930 ac
Runoff Volume=0.487 af
Runoff Depth=0.66"
Flow Length=897'
Tc=5.1 min
CN=94
14.39 cfs
Daly City Post-Dev (9.27.20Arevon 24-hr S1 10-yr trimmed to 2.00 hrs 10 yr, 2 hr Rainfall=1.18" Prepared by Burns & McDonnell Printed 10/1/2024
HydroCAD® 10.20-5a s/n 08510 © 2023 HydroCAD Software Solutions LLC Page 13 Summary for Pond 2P: Detention Basin
Inflow Area = 8.930 ac, 76.26% Impervious, Inflow Depth = 0.66" for 10 yr, 2 hr event Inflow = 14.39 cfs @ 1.03 hrs, Volume= 0.487 af
Outflow = 4.55 cfs @ 1.27 hrs, Volume= 0.434 af, Atten= 68%, Lag= 14.4 min Primary = 4.55 cfs @ 1.27 hrs, Volume= 0.434 af
Routing by Stor-Ind method, Time Span= 0.00-50.00 hrs, dt= 0.01 hrs Peak Elev= 134.34' @ 1.27 hrs Surf.Area= 0.106 ac Storage= 0.249 af Plug-Flow detention time= 136.9 min calculated for 0.434 af (89% of inflow) Center-of-Mass det. time= 131.9 min ( 208.1 - 76.2 )
Volume Invert Avail.Storage Storage Description
#1 131.00' 0.454 af Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store
(feet) (acres) (acre-feet) (acre-feet)
131.00 0.045 0.000 0.000
132.00 0.062 0.053 0.053
133.00 0.080 0.071 0.125
134.00 0.099 0.089 0.214
135.00 0.120 0.109 0.323
136.00 0.141 0.130 0.454
Device Routing Invert Outlet Devices
#1 Primary 132.00' 12.0" Vert. Culvert C= 0.600 Limited to weir flow at low heads #2 Device 1 132.00' 1.0" Vert. Orifice/Grate X 4.00 columns X 3 rows with 5.0" cc spacing C= 0.600
Limited to weir flow at low heads
#3 Device 1 134.00' 24.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads
Primary OutFlow Max=4.54 cfs @ 1.27 hrs HW=134.34' (Free Discharge) 1=Culvert (Passes 4.54 cfs of 5.13 cfs potential flow)
2=Orifice/Grate (Orifice Controls 0.43 cfs @ 6.58 fps)
3=Orifice/Grate (Weir Controls 4.11 cfs @ 1.91 fps)
Daly City Post-Dev (9.27.20Arevon 24-hr S1 10-yr trimmed to 2.00 hrs 10 yr, 2 hr Rainfall=1.18" Prepared by Burns & McDonnell Printed 10/1/2024
HydroCAD® 10.20-5a s/n 08510 © 2023 HydroCAD Software Solutions LLC Page 14 Pond 2P: Detention Basin
Inflow
Primary
Hydrograph
Time (hours)
50484644424038363432302826242220181614121086420
Flow (cfs)
16 15
14 13
12 11
10 9
8 7
6 5
4 3
2 1
0 Inflow Area=8.930 ac
Peak Elev=134.34'
Storage=0.249 af
14.39 cfs
4.55 cfs
APPENDIX C – NOAA RAINFALL DATA
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Burns & McDonnell World Headquarters
9400 Ward Parkway
Kansas City, MO 64114
O 816-333-9400
www.burnsmcd.com
sheet of sheets
project
drawing rev.
file
designed detailed
no. date by ckd description no. date by ckd
Scale For Microfilming Inches Millimeters
1 2 3 4 5 6 7 8 9 10 11 12 13
H
G
F
E
D
C
B
A
14 15
description
contract
E. VILA E. VILA
CORMORANT ENERGY STORAGE, LLC
3D RENDERINGS AND
PHOTOSIMULATIONS
PHOTOSIM C
1 1
SAN MATEO COUNTY, CALIFORNIA ArevonCormorant.dwg
816-333-9400
KANSAS CITY, MO 64114
9400 WARD PARKWAY
Burns & McDonnell Engineering Co, Inc.
A 02/20/24 EDV ACR ISSUED FOR CONDITIONAL USE PERMIT
PRELIMINARY - NOT
FOR CONSTRUCTION
B 05/03/24 EDV ACR ISSUED FOR CONDITIONAL USE PERMIT
C 06/07/24 EDV ACR ISSUED FOR CONDITIONAL USE PERMIT
POST-DEVELOPMENT
PHOTOSIMULATION OF PROJECT SITE
FROM CARTER STREET LOOKING EAST
PRECAST
CONCRETE
WALL
BATTERY
ENCLOSURE
ACCESS ROAD
CORMORANT ENERGY
STORAGE, LLC
sheet of sheets
project
drawing rev.
file
designed detailed
no. date by ckd description no. date by ckd
Scale For Microfilming Inches Millimeters
1 2 3 4 5 6 7 8 9 10 11 12 13
H
G
F
E
D
C
B
A
14 15
description
contract
E. VILA E. VILA
CORMORANT ENERGY STORAGE, LLC
3D RENDERINGS AND
PHOTOSIMULATIONS
PHOTOSIM C
1 1
SAN MATEO COUNTY, CALIFORNIA ArevonCormorant.dwg
816-333-9400
KANSAS CITY, MO 64114
9400 WARD PARKWAY
Burns & McDonnell Engineering Co, Inc.
A 02/20/24 EDV ACR ISSUED FOR CONDITIONAL USE PERMIT
PRELIMINARY - NOT
FOR CONSTRUCTION
B 05/03/24 EDV ACR ISSUED FOR CONDITIONAL USE PERMIT
C 06/07/24 EDV ACR ISSUED FOR CONDITIONAL USE PERMIT
POST-DEVELOPMENT
AERIAL RENDERING LOOKING SOUTHWEST
FROM ABOVE COW PALACE PARKING
MEDIUM
VOLTAGE
TRANSFORMER
PRECAST
CONCRETE
WALL
BATTERY
ENCLOSURE ACCESS ROAD
CORMORANT ENERGY
STORAGE, LLC
DETENTION
BASIN
ON-SITE
O&M AREA
SUBSTATION
SUBSTATION
FENCE FUTURE
EXPANSION
sheet of sheets
project
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3D RENDERINGS AND
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SAN MATEO COUNTY, CALIFORNIA ArevonCormorant.dwg
816-333-9400
KANSAS CITY, MO 64114
9400 WARD PARKWAY
Burns & McDonnell Engineering Co, Inc.
A 02/20/24 EDV ACR ISSUED FOR CONDITIONAL USE PERMIT
PRELIMINARY - NOT
FOR CONSTRUCTION
B 05/03/24 EDV ACR ISSUED FOR CONDITIONAL USE PERMIT
C 06/07/24 EDV ACR ISSUED FOR CONDITIONAL USE PERMIT
POST-DEVELOPMENT
AERIAL RENDERING LOOKING NORTH FROM
ABOVE MARTIN STREET
MEDIUM
VOLTAGE
TRANSFORMER
PRECAST
CONCRETE
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BATTERY
ENCLOSURE
ACCESS ROAD
CORMORANT ENERGY
STORAGE, LLC
DETENTION
BASIN
ON-SITE
O&M AREA SUBSTATION
SUBSTATION
FENCE
FUTURE
EXPANSION
sheet of sheets
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designed detailed
no. date by ckd description no. date by ckd
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E. VILA E. VILA
CORMORANT ENERGY STORAGE, LLC
3D RENDERINGS AND
PHOTOSIMULATIONS
PHOTOSIM C
1 1
SAN MATEO COUNTY, CALIFORNIA ArevonCormorant.dwg
816-333-9400
KANSAS CITY, MO 64114
9400 WARD PARKWAY
Burns & McDonnell Engineering Co, Inc.
A 02/20/24 EDV ACR ISSUED FOR CONDITIONAL USE PERMIT
PRELIMINARY - NOT
FOR CONSTRUCTION
B 05/03/24 EDV ACR ISSUED FOR CONDITIONAL USE PERMIT
C 06/07/24 EDV ACR ISSUED FOR CONDITIONAL USE PERMIT
POST-DEVELOPMENT
AERIAL RENDERING LOOKING
NORTHEAST FROM ABOVE
CARTER STREET
MEDIUM
VOLTAGE
TRANSFORMER
PRECAST
CONCRETE
WALL BATTERY
ENCLOSURE ACCESS ROAD
CORMORANT ENERGY
STORAGE, LLC
DETENTION
BASIN
ON-SITE
O&M AREA SUBSTATION
SUBSTATION
FENCE
FUTURE
EXPANSION
05/10/24
CORMORANT ENERGY STORAGE PROJECT
Project Narrative/Written Description of Request
Prepared for:
Cormorant Energy Storage, LLC
Prepared by:
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Table of Contents
SECTION PAGE NO.
ACRONYMS AND ABBREVIATIONS ............................................................................................................................. III 1 PROJECT DESCRIPTION ................................................................................................................................ 1
1.1 Introduction.............................................................................................................................................1
1.2 Project Location......................................................................................................................................1
1.3 Project Objectives...................................................................................................................................1
1.4 Environmental Setting............................................................................................................................2
1.5 Project Characteristics ...........................................................................................................................3
1.6 Construction............................................................................................................................................8
1.7 Operations and Maintenance Activities ............................................................................................. 11
1.8 Decommissioning................................................................................................................................ 13 2 REFERENCES CITED .................................................................................................................................... 15
APPENDIX
A Energy Storage Equipment Photos
FIGURES
1-1 Project Vicinity ................................................................................................................................................... 17 1-2 Project Site ........................................................................................................................................................ 19 2-1 Transmission Line Routes 1 and 1A ................................................................................................................ 21 2-3 Transmission Line Route 3............................................................................................................................... 23 2-4 Transmission Line POCO Option 1 ................................................................................................................... 25 2-5 Transmission Line POCO Option 2 ................................................................................................................... 27 2-6 Transmission Line POCO Option 3 ................................................................................................................... 29 TABLES
1-1 Site Grading and Preparation Equipment........................................................................................................ 10
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Acronyms and Abbreviations
Acronym Definition
AC alternating current
BESS battery energy storage system
BMP best management practice
CAISO California Independent System Operator
CMA capacity maintenance augmentation
DC direct current
FE federally endangered
FP fully protected
FT federally threatened
gen-tie line generation transmission line
kV kilovolt
MV medium-voltage
NFPA National Fire Protection Association
PG&E Pacific Gas & Electric Company
POCO Point of Change of Ownership
SCADA supervisory control and data acquisition
SE state endangered
TSP tubular steel pole
USFWS U.S. Fish and Wildlife Service
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1 Project Description
1.1 Introduction
This project narrative and written description of request has been prepared by Cormorant Energy Storage, LLC (Applicant), for the City of Daly City (City), which is the lead agency, for the proposed approximately 250-megawatt battery energy storage system (BESS). The project would be located on Assessor’s Parcel Number 005-050-020, which comprises approximately 11.5 acres of previously undeveloped land in the City of Daly City, California.
The proposed Cormorant Energy Storage Project (project) will be composed of lithium-ion batteries installed in racks, inverters, medium-voltage (MV) transformers, switchgear, a collector substation, and other associated equipment to interconnect into the Pacific Gas & Electric Company (PG&E) Martin Substation (point of interconnection). The batteries will be installed either in purpose-built enclosures. The enclosures will have battery storage racks, with relay and communications systems for automated monitoring and managing of the batteries to ensure design performance. A battery management system will be provided to control the charging/discharging of the batteries, along with temperature monitoring and control of the individual battery cell temperature with an integrated cooling system. Batteries operate with direct current (DC) electricity, which must be converted to alternating current (AC) for compatibility with the existing electric grid. Power inverters to convert between AC and DC, along with transformers to step up the voltage, will be included.
The proposed facility will provide a service to the regional electric grid by receiving energy (charging) from the PG&E electric transmission system, storing energy on site, and then later delivering energy (discharging) back to the point of interconnection. Following construction, the proposed use will not create emissions to air, will not require sanitary facilities, and will not require water.
1.2 Project Location
The subject property consists of approximately 11.5 acres in the City of Daly City, California (see Figure 1-1, Project Vicinity). The project site is located near the southeast corner of the intersection of Carter Street and Geneva Avenue (see Figure 1-2, Project Site). It is approximately 1.4 miles from the nearest highway interchange (U.S. Highway 101).
The project site is currently undeveloped (used for vehicle and building material storage) and surrounded by a mix of land uses. State-owned land with an arena and event center (Cow Palace) is located to the north and east; open space is located directly to the south with residential subdivisions located farther south across Martin Street; and residential subdivisions are located across Carter Street to the west. The PG&E Martin Substation, the project’s point of interconnection, is located approximately 0.5 miles east of the project site.
1.3 Project Objectives
The proposed project will provide the City of Daly City and the State of California with a reliable and economically attractive development to receive, store, and discharge electricity from the California Independent System Operator
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(CAISO) controlled electric grid, including renewable energy produced by existing solar and wind resources in the region. Construction of the project will accomplish the following:
• Establish a new energy storage facility to reliably capture and manage renewable energy in an economically feasible and commercially financeable manner.
• Provide economic benefit to the City, the region, and the state, through construction jobs, property and sales taxes, construction and maintenance services, and increased energy efficiency and reliability. • Use a proven and established energy storage technology that is efficient, has low maintenance requirements, and is recyclable.
• Assist California in meeting its greenhouse gas emissions reduction goals by 2020 and 2030 as required by the California Global Warming Solutions Act (Assembly Bill 32), as amended by Senate Bill 32 in 2016. • Assist California in achieving its switch away from fossil-fueled generation by allowing renewables to be stored and discharged back to the market when necessary.
1.4 Environmental Setting
Existing Zoning
The project site is designated as Light Commercial (C1) under the City’s zoning map (City of Daly City 2020). The Daly City 2030 General Plan (General Plan) Land Use chapter identifies the project site as Retail and Office (C-RO) (City of Daly City 2013a).
Biological Resources
Dudek reviewed California Department of Fish and Wildlife records (including the California Natural Diversity Database [CDFW 2020]) and federally designated critical habitat from the U.S. Fish and Wildlife Service (USFWS 2020a) within a 10-mile radius of the project site to determine the potential for special-status wildlife and plant species to occur in the vicinity of the project site. Dudek conducted a desktop-level review of the project site. A number of historical occurrences of federally and state-listed species have been recorded within the project vicinity (i.e., the San Francisco South quadrant): callipe silverspot butterfly (Speyeria callippe callippe; federally endangered [FE]), mission blue butterfly (Plebejus icarioides missionensis; FE), San Francisco gartersnake (Thamnophis sirtalis tetrataenia; FE, state endangered [SE], fully protected [FP]), California red-legged frog (Rana draytonii; federally threatened [FT], state species of special concern), California Ridgway’s rail (Rallus obsoletus obsoletus; FE, SE, FP), tidewater goby (Eucyclogobius newberryi; FE), San Bruno elfin butterfly (Callophrys mossii bayensis; FE), and bay checkerspot butterfly (Euphydryas editha bayensis; FT), as well as eight federally and/or state-listed plant species.
An occurrence of American peregrine falcon (Falco peregrinus anatum; FP) has also been recorded. Within 10 miles of the project site on the San Francisco peninsula, there are recorded historic occurrences of approximately 18 federally/state-listed wildlife species or other special-status wildlife species, and 11 federally/state-listed plant species or other special-status plant species. The project site is located just north of the San Bruno Mountain Habitat Conservation Plan limits (County of San Mateo Parks Department 2020).
No USFWS-designated critical habitat is designated within the project boundary. USFWS-designated critical habitat for Franciscan manzanita (Arctostaphylos franciscana; FE) is located approximately 0.25 miles north of the project site across Geneva Avenue near John McLaren Park. According to the USFWS Information for Planning and
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Consultation database (USFWS 2020b), a number of federally listed species are identified as having potential to occur in the vicinity of the project site: salt marsh harvest mouse (Reithrodontomys raviventris; FE), San Francisco gartersnake (FE), California red-legged frog (FT), bay checkerspot butterfly (FT), callippe silverspot butterfly (FE), mission blue butterfly (FE), Myrtle’s silverspot butterfly (Speyeria zerene myrtleae; FE), and San Bruno elfin butterfly (FE), as well as 6 plant species and 24 migratory bird species.
Cultural Resources
As discussed in the General Plan Resource Management Element, archaeological resources in the City consist primarily of the remains of the Ohlone Indian Tribe that inhabited the area. However, the project site is not located near either of the Tribe’s villages near Colma and San Bruno Creeks or the seasonal village at Mussel Rock.
There are no sites in the City listed on the National Register of Historic Places and no designated state or local historical resources, such as older structures or residential structures of significance, are located within the project site (City of Daly City 2013b). A records search conducted during preparation of the General Plan indicated that the adjacent Cow Palace is a listed resource in the California Register of Historical Resources and is eligible for the National Register of Historic Places. As detailed in the General Plan Environmental Impact Report, the Cow Palace property was constructed in 1941 as part of the federal government’s Works Progress Administration, which employed millions of Americans during the Great Depression. Today, it is best known as a music and performance venue (City of Daly City 2013b).
Geology and Soils
An Alquist-Priolo Earthquake Fault Zone traverses the southwestern-most limit of the City and includes fault traces associated with the San Andrea Fault (CDOC 2020). The General Plan Safety Element also notes that the San Andreas Fault can be observed at the Mussel Rock area of the City, where the greatest potential for surface rupture in the City exists (City of Daly City 2013a). The fault zone is approximately 4.4 miles southwest of the project site.
Noise
The project site is located on a site used for vehicle and material storage and is bounded by residential areas to the west, state-owned land used for events and entertainment to the north and east, and open space to the south, and residential areas farther south. Carter Road is located directly to the east of the site and Geneva Avenue is located north of the site. Consequently, noise sources affecting noise levels on the project site and in the vicinity include event noise, traffic noise, and trucking noise. The City’s noise standards are included in Chapter 9.22 of the Daly City Municipal Code (City of Daly City 2003).
1.5 Project Characteristics
The project will include the development of energy storage facilities and associated infrastructure. The proposed BESS will be housed in enclosures that will consist of modular battery units. Power released or captured by the proposed project will be transferred to and from the PG&E Martin Substation via a generation transmission (gentie) line (see Figures 2-1 ad -2-3, Transmission Line Routes). The project will consist of lithium-ion batteries, which will be installed in racks; inverters; MV transformers; switchgear; a collector substation; and other associated
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equipment. The project will include the following components, which are described in more detail following the bulleted list:
• Energy Storage Enclosures: Energy storage enclosures and appurtenances will be constructed that will provide energy storage capacity and dispatch for the electric grid. • Power Inverters and Transformers: Power inverters to convert between AC and DC will be included, along with transformers that will step up the voltage.
• Collector Substation: A collector substation would be installed that would include the open rack, air insulated switch gear, and the main power transformer to step up from 34.5 kilovolts (kV) to 115 kV. • Telecommunication Facilities: Telecommunication equipment, including underground and/or overhead fiber optics or supervisory control and data acquisition (SCADA), will be installed. • Site Access and Security: On-site access driveways, perimeter security fencing, and nighttime directional lighting will be provided for the project.
• Gen-Tie Line: A 115 kV gen-tie line will be constructed to transfer power between the PG&E Martin Substation and the proposed project. The gen-tie line route options being considered at this time are shown on Figures 2-1 and 2-3.
The facilities are intended to operate year-round and will be available to receive or deliver energy 24 hours a day and 365 days a year.
Pacific Gas & Electric Company Facility Upgrades
PG&E has identified a need for the project to contribute its fair-share payment toward utility grid system upgrades that are planned to be completed within PG&E’s service territory. In addition, PG&E has identified the following improvements to be completed by PG&E within the existing disturbed footprint of PG&E’s Martin Substation:
• Install line relay package, voltage transformers, dead-end, underground riser, line switch, and fiber terminations;
• Complete breaker and a half (BAAH) bay, install two circuit breakers; • Construction of a 115kV transmission line from the POCO to the termination point as follows:
o Installation of a Tubular Steel Pole (TSP) involves these steps: staking the pole location; flagging the work area; mark and locate existing underground infrastructure in the area; installing silt fencing (if required); preparing the crane pad (if required); excavating the hole; installing forms, rebar, and anchor bolts; pouring concrete; removing forms; placing gravel around and grooming the base area; installing the new pole; and spreading or removing the excess soil onsite and trucking other construction materials offsite for disposal. A TSP will have concrete pier foundations that are approximately 5 to 7 feet in diameter and from approximately 15 to 30 feet deep. o Drilling and excavation of a hole for a TSP will use a hole auger, backhoe, dump truck, and crew truck— all of which will access pole location via existing paved road. A hole auger consists of an auger mounted on a heavy truck chassis or piece of track equipment that will be used to drill holes.
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o A boom truck consisting of a small crane mounted on a flatbed truck will be used to haul foundation forms, anchor bolts, rebar, and pole structure to the TSP location. The boom truck also will be used to place foundation forms, anchor bolts, and rebar in place prior to pouring of concrete for the foundation—and to remove the forms following completion of the foundation. o A concrete truck consisting of a four-wheel drive mixer capable of delivering 8 yards of concrete will be used to deliver and pour concrete for the TSP foundation. A backhoe will be used to place gravel around the TSP foundation after formwork has been removed and to groom the area immediately surrounding all pole installations.
o A crane will be used to place TSPs on the foundations. Aerial lift trucks will be used to install conductors. Crew trucks will be used to transport the crew, their hand tools, and other minor materials to and from pole location.
o The Q1552 Cormorant Interconnection 115 kV Project will create the new Cormorant- Martin 115 kV line of approximately 0.25 mile of new aluminum overhead conductor and approximately 0.05 mile of underground insulated cable on PG&E property that will connect a new substation dead-end structure on the western side of PG&E’s existing Martin Substation to a new battery energy storage station that is to be installed and owned by the Applicant, west of the existing Martin substation. o The new PG&E owned and maintained underground segment of the new Cormorant - Martin 115 kV line will consist of approximately 0.05 mile of underground insulated cable from the west side of the existing PG&E Martin Substation and going to the fourth bay where it will be terminated to a riser pole.
The cable will either be installed in a cable bus ducted or in a trench. o The new PG&E owned and maintained overhead segment of the new Cormorant - Martin 115 kV line will be supported by up to approximately nine new TSP structures, including two underground-tooverhead riser poles with a maximum height approximately 100’ tall. All new 115 kV structures will be self-supporting and have drilled shaft concrete foundations. One of the new TSP structures will act as a Point of Change of Ownership (POCO) structure and have a manual switch, designed, and installed by PG&E. The POCO structure will be spotted west of the PG&E Martin Service Center. The POCO structure’s location has been coordinated with the customer, which will connect its conductor to the POCO pole.
Battery Energy Storage System Enclosures
The energy storage batteries will be housed in purpose-built enclosures (see Appendix A). The BESS will be designed and installed in conformance with the nationally recognized National Fire Protection Association (NFPA) 855 Standard for the Installation of Stationary Energy Storage Systems, along with all applicable state and City fire protection requirements. The BESS will be unstaffed, with remote operational control and periodic inspections and maintenance performed as necessary.
Batteries and Racks
The lithium-ion batteries will be housed in racks similar to common computer server racks (see Appendix A). The racks are typically made of aluminum, but sometimes may be composed of steel. The lithium-ion technology is
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considered one of the safest, most easily understood, and most efficient methods of energy storage on the market.
The proposed facility will use a lithium-ion technology that has a long lifespan and boasts superior safety and stability characteristics. The battery racks will be designed and installed in accordance with the local seismic design requirements.
Fire Protection System
The Applicant intends to use battery storage systems that are NFPA 855 Code compliant and UL certified and that include built-in failsafe and cooling systems designed to prevent thermal runaway and the spread of fire. A fire protection system will be installed to automatically shut down any affected battery storage components and prevent the spread of the fire to the other battery storage modules.
North County Fire Authority (the authority having jurisdiction) will have review and approval rights for the facility fire protection and suppression plans. The review/approval by the authority having jurisdiction will cover all applicable design, construction, and testing requirements of the NFPA 855 Code.
Generation Transmission Line
A 115 kV gen-tie line will be constructed that will transfer power to and from the proposed project and the PG&E POCO at Martin Substation. The gen-tie line route options being considered at this time are shown on Figures 2-1 and 2-3 and are described as follows.
Route alternative 1 would consist of a 1.2-mile-long underground line running from the proposed on-site collector substation to the Point of Change of Ownership (POCO) at the edge of the existing PG&E Martin substation. The line would exit the Project site to the west, onto Carter Street, and would follow Carter Street southerly to the intersection with Martin Street. It would then turn easterly and follow Martin Street to the intersection with Schwerin Street. It would then turn northerly and follow Schwerin Street to the POCO.
Route alternative 1A would consist of a 1.2-mile-long underground line running from the proposed onsite collector substation to the POCO at the edge of the existing PG&E Martin substation. The line would exit the Project site to the west, onto Carter Street, and would follow Carter Street southerly to the intersection with Martin Street. It would then turn easterly and follow Martin Street to the intersection with Oriente Street. It would then turn northerly and follow Oriente Street to the intersection with Otilla Street. It would then turn easterly and follow Otilla Street to the intersection with Schwerin Street. It would then turn southerly and follow Schwerin Street to the POCO.
Route alternative 3 would consist of a 0.7-mile-long underground line running from the proposed on-site collector substation to the POCO at the edge of the existing PG&E Martin substation. The line would exit the Project site to the northeast, onto the Cow Palace property, and would then traverse along the Cow Palace parking lot, around the north end of the existing Cow Palace building, running parallel to Geneva Avenue, and then turning southerly and running along the eastern edge of the Cow Palace buildin g. It would then turn easterly and follow Otilla Street to the intersection with Schwerin Street. It would then turn southerly and follow Schwerin Street to the POCO.
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At the transition from City streets to PG&E property, the Point of Change of Ownership (POCO) will occur. This POCO will include an above ground riser pole where the underground transmission line will come above ground and then transfer to another riser pole immediately on PG&E property. Three options are being considered for the POCO location, and these options are shown in Figures 2-4, 2-5 and 2-6 Upon entering the PG&E property, the proposed gen-tie line will continue either underground or overhead toward the substation to the final point of physical interconnection.
Outdoor Electrical Equipment
MV transformers and additional electrical equipment will be installed outside the BESS enclosures. The onsite collector substation will be located on the east side of the project site on approximately 1.3 acres. Components will include a main power transformer, control enclosure, and switchgear. Underground wires and cabling will run from the battery cable collection box (inside the enclosure) to a concrete pad housing the inverter and transformer.
From the MV transformer, cabling would be run to the collector substation. All outside electrical equipment will be housed in the appropriate National Electrical Manufacturers Association (NEMA) rated enclosures and screened from view,to the extent possible, on all sides. All outside electrical collector cabling will be run underground.
Inverters
The Applicant uses only industry-standard, nationally (and internationally) recognized equipment. These inverters are unattended, stand-alone units that operate in all conditions. They operate in both a charge mode and a discharge mode. They are UL listed for bi-directional use and are monitored and controlled remotely. There will be on-site disconnects in the case of an emergency or unscheduled maintenance. They are robust in their design and are designed to last more than 30 years with proper preventive maintenance, scheduled maintenance, and occasional major overhauls.
Telecommunication Facilities
The project will also require telecommunication facilities to meet the communication requirements for interconnecting and communicating with the PG&E/CAISO facilities and to support remote project operations monitoring. To provide for communication with PG&E facilities, a fiber-optic cable will be used to connect the project site switchyard with the PG&E point of interconnection. Utility interconnection regulations require the installation of a second, separate, redundant fiber-optic cable. The primary fiber-optic cable will be installed directly adjacent to and along with the generation transmission line. The redundant fiber-optic cable will be installed in a separate trench, parallel with and approximately 10’ distant from the generation transmission line, within the public right of way.
The project will use local exchange carrier services for telecommunication to support remote monitoring requirements. The project will connect to telecommunication fiber-optic lines owned and managed by local telecommunication providers.
The SCADA system is critical to the CAISO and PG&E utility interconnection and for the proper operation and maintenance of the project. The SCADA system uses proprietary software; a fiber-optic transmission system; a telephone, radio, and/or microwave communication network; and other means of communication such as radio links and phase loop communication systems. The SCADA system functions as a remote start, stop, reset, and tag out for the facility, thus minimizing the labor and site diagnostic information generated from the panels. The SCADA
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system will also control the substation, allowing for fully centralized operation of the project to meet all CAISO and utility interconnection requirements.
Site Access and Security
The project site can be accessed from various roadways. U.S. Highway 101 is the largest highway in the area and provides regional access to the project site from the north and south. Access to the project site will be provided via the existing Carter Street. No new roads will be required to provide access to the project site.
All fence installation requirements will be evaluated, and the best-fit scenario will be incorporated into the project site based on the City’s final determination. Fences will be installed around the perimeter of the project site for safety and security purposes. The fencing will remain for the life of the project.
Permanent motion-sensitive, directional security lights will be installed to provide adequate illumination around the substation area and points of ingress/egress. All lighting will be shielded and directed downward to minimize the potential for glare or spillover onto adjacent properties. Security cameras will be placed on site and monitored 7 days a week and 24 hours per day.
1.6 Construction
Schedule and Workforce
The physical construction/site activities of the proposed project will last up to 12 months. Construction activities for the proposed project generally fall into three main categories: (1) site preparation; (2) system installation; and (3) testing, commissioning, and cleanup.
The on-site construction workforce is expected to peak at between 75 and 100 individuals; however, the average daily workforce on site during construction is expected to be 60 individuals, comprising construction, supervisory, support, and construction management personnel. It is anticipated that the construction workforce will commute to the site each day from local communities and report to the designated construction staging yards prior to the beginning of each workday. Construction staff not drawn from the local labor pool will stay in local hotels in the City or other local communities. Deliveries of equipment and materials will generate an estimated five to seven round-trips per day during peak construction periods.
The proposed project will be constructed by several specialized construction contractors. Construction will primarily occur during daylight hours, Monday through Saturday between 7:00 a.m. and 6:00 p.m., as required to meet the construction schedule. Any construction work performed outside the normal work schedule will be coordinated with the appropriate agencies and will conform to City regulations.
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Site Access
The primary Project construction access shall be via the existing 60’ wide access easement connecting the Project to Carter Street. In addition, a secondary access along the northerly Project boundary with the Cow Palace property will provide alternate access during construction.
Site Grading and Earthwork
Construction activities will be expected to include excavation and grading of the project site. Site preparation and construction will occur in accordance with all federal, state, and City zoning codes and requirements. Noisegenerating construction activities will be limited to Monday through Saturday between 7:00 a.m. and 6:00 p.m. All stationary equipment and machines with the potential to generate a significant increase in noise or vibration levels will be located away from noise receptors to the extent feasible. The contractor will conduct construction activities in such a manner that the maximum noise levels at the affected buildings will not exceed established noise levels.
All applicable federal, state, and local requirements and best management practices (BMPs) will be incorporated into the construction activities for the project site. Beginning work on the project site will involve preparing the land for installation of the BESS-related infrastructure, access driveways, and temporary construction staging areas. The construction contractor will be required to incorporate BMPs consistent with the City zoning ordinance and with guidelines provided in the California Stormwater Quality Association’s Construction BMP Handbook (CASQA 2019), as well as a soil erosion and sedimentation control plan to reduce potential impacts related to construction of the proposed project. Prior to initial construction mobilization, pre-construction surveys will be performed and sediment and erosion controls will be installed in accordance with state and City guidelines. Stabilized construction entrances and exits will be installed at driveways to reduce tracking of sediment onto adjacent public roadways.
Site preparation will be consistent with City BMPs and the Bay Area Air Quality Management District rules for dust control (BAAQMD 2018). Site preparation will involve the removal and proper disposal of existing debris that would unduly interfere with project construction or the health and safety of on-site personnel. Dust-minimizing techniques will be employed, such as placement of wind control fencing, application of water, and application of dust suppressants. Conventional grading will be performed throughout the project site but minimized to the maximum extent possible to reduce unnecessary soil movement that may result in dust. Earthworks scrapers, excavators, dozers, water trucks, paddlewheels, haul vehicles, and graders may all be used to perform grading. Land-leveling equipment, such as a smooth steel drum roller, will be used to even the surface of the ground and to compact the upper layer of soil to a value recommended by a geotechnical engineer for structural support. Soil movement from grading will be balanced on the site.
Trenching will be required for placement of underground electrical and communication lines, and may include the use of trenchers, backhoes, excavators, haul vehicles, compaction equipment, and water trucks. After preparation of the site, the pads for enclosures, equipment enclosures, and equipment vaults will be prepared per geotechnical engineer recommendations. The switchyard area will have a grounding grid installed and will be covered with aggregate surfacing for safe operation.
During this work, multiple crews will be working on the site with various equipment and vehicles, including vehicles for transporting the batteries and other equipment. As the BESS enclosures are constructed, the electrical collection and communication systems will be installed. The wiring will connect to the appropriate electrical and
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communication terminations and the circuits will be checked and commissioned prior to operation. It is estimated that site grading and preparation will require the equipment listed in Table 1-1.
Table 1-1. Site Grading and Preparation Equipment
Equipment Type Preliminary Quantity
Bulldozer (e.g., CAT D7) 1
Grader (e.g., CAT D7) 1
Scraper (15–30 cubic yard) 2
Water truck (3,000–5,000 gallon) 1
Self-propelled compactor 1
Dump truck 1
Tractor/loader/backhoe (e.g., Case 590) 1
Bobcat 1
Construction Water Use
During construction of the proposed project, water will be required for common construction-related purposes, including but not limited to dust suppression, soil compaction, and grading. Dust-control water may be used during ingress and egress of on-site construction vehicle equipment traffic and during the construction of the energy storage equipment. A sanitary water supply will not be required during construction, because restroom facilities will be provided by portable units to be serviced by licensed providers.
During the 12-month construction period, the water used is anticipated to be supplied by purchasing water from the local water purveyor.
Solid and Nonhazardous Waste
The project site will produce a small amount of solid waste from construction activities. This may include paper, wood, glass, plastics from packing material, waste lumber, insulation, scrap metal and concrete, empty nonhazardous containers, and vegetation waste. These wastes will be segregated, where practical, for recycling.
Non-recyclable wastes will be placed in covered dumpsters and removed on a regular basis by a certified wastehandling contractor for disposal at a Class III (nonhazardous waste) landfill.
Hazardous Materials
The hazardous materials used for construction will be typical of most construction projects of this type. Materials will include small quantities of gasoline, diesel fuel, oils, lubricants, solvents, detergents, degreasers, paints, ethylene glycol, dust palliatives, herbicides, and welding materials/supplies. A hazardous materials business plan will be provided to the City. The hazardous materials business plan will include a complete list of all materials used on site and information regarding how the materials will be transported and in what form they will be used. This information will be recorded to maintain safety and prevent possible environmental contamination or worker exposure. During project construction, material safety data sheets for all applicable materials present at the site will be made readily available to on-site personnel.
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Hazardous Waste
Small quantities of hazardous wastes will most likely be generated over the course of construction. These wastes may include waste paint, spent construction solvents, waste cleaners, waste oil, oily rags, waste batteries, and spent welding materials. Workers will be trained to properly identify and handle all hazardous materials. Hazardous waste will be either recycled or disposed of at a permitted and licensed treatment and/or disposal facility. All hazardous waste shipped off site for recycling or disposal will be transported by a licensed and permitted hazardous waste hauler.
Generation Transmission Line
Construction of the 115 kV gen-tie line will take approximately 3 months to complete. Depending upon the final route chosen, the gen-tie line will be placed primarily within the City right-of-way in developed areas, or along state lands near the Cow Palace. The workspace will be generally limited to within the existing road right-of-way and/or franchise position, and lands along the edges of the Cow Palace property.
At the transition from City streets to PG&E property, the Point of Change of Ownership (POCO) will occur. This POCO will include an above ground riser pole where the underground transmission line will come above ground and then transfer to another riser pole immediately on PG&E property. Upon entering the PG&E property, the proposed gentie line may go underground or overhead toward the substation to the final point of physical interconnection. The placement of this line may require excavation and trenching through the PG&E property for line placement or pole foundations. This property is known to contain contaminated soils which may be classified as hazardous material.
PG&E has significant experience working on contaminated sites and placing facilities in and on these sites. PG&E will implement their standard practices and procedures to manage the placement of this gen-tie line and the proper disposal of any contaminated excavated materials, if encountered.
Phasing
The proposed project will be constructed in two phases. The first phase will include proposed offsite improvements, including entirety of the proposed generation transmission line and telecommunications lines. Regarding onsite improvements, the initial phase will include all perimeter fencing, site grading, access road construction, and stormwater facilities. This first phase will also include placement of approximately 75% of the proposed BESS modules and related medium voltage collection lines, medium voltage transformers, and inverters; and one of the two proposed high voltage transformers.
The second phase of construction is anticipated to be completed approximately one to six years after the initial phase of construction is completed, and would include installation of the remaining 25% of the proposed BESS modules and related medium voltage collection lines, medium voltage transformers, and inverters; and the second one of the two proposed high voltage transformers.
1.7 Operations and Maintenance Activities
Typical operations and maintenance activities that will occur on the project site during operation include, but are not limited to, liaison and remote monitoring administration and reporting; semi-annual and annual services; remote operations of batteries, inverters, substation, and site security and management; additional communication
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protocols; and repair and maintenance of the BESS, electrical transmission lines, and other project facilities. The electrical equipment; heating, ventilation, and air conditioning; fire protection systems; and security will be automated and monitored remotely. Periodic in-person inspections will be included as needed, as part of a security contract. The site will be unoccupied but will be visited periodically through the year for equipment inspections, monitoring and testing, and maintenance as needed. Periodically, batteries and various components will be replaced or renewed to ensure optimal performance.
Augmentation
Intermittently throughout the lifetime of the project, there may be a requirement to provide additional energy storage augmentation, which will result in several trips to the site to deliver and install additional battery augmentation units over a period of several weeks. All grading and foundations necessary to accommodate these augmentation units will be completed with the initial construction of the project, and so the installation of the augmentation units will require no additional site preparation or disturbance.
Stormwater
Stormwater will be treated in accordance with City requirements. Outdoor equipment will be sealed or enclosed and will not affect stormwater quality.
Solid and Nonhazardous Waste
The project will produce a small amount of waste associated with maintenance activities, which could include broken and rusted metal, defective or malfunctioning electrical materials, empty containers, and other miscellaneous solid waste, including the typical refuse generated by workers. Most of these materials will be collected and delivered back to the manufacturer or to recyclers. Non-recyclable waste will be placed in covered dumpsters and removed on a regular basis by a certified waste-handling contractor for disposal at a Class III landfill.
Hazardous Materials
Limited amounts of hazardous materials will be stored or used on the site during operations, including diesel fuel, gasoline, and motor oil for vehicles; mineral oil to be sealed within the transformers; and lead-acid-based batteries for emergency backup. Appropriate spill containment and cleanup kits will be maintained during operation of the project.
A spill prevention control and countermeasures plan will be developed for site operations.
Hazardous Waste
Fuels and lubricants used in operations will be subject to the spill prevention control and countermeasures plan to be prepared for the proposed project. Solid waste, if generated during operations, will be subject to the material disposal and solid waste management plan to be prepared for the proposed project.
Security and Lighting
The proposed project will be fenced to help prevent access by the public. Gates will be installed at the roads entering the project site along Carter Street. Limiting access to the project site will be necessary both to ensure the safety of the public and to protect the equipment from potential theft and vandalism.
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The project’s lighting system will provide operations and maintenance personnel with illumination for both normal and emergency conditions. Lighting will be designed to provide the minimum illumination needed to achieve safety and security objectives. Additionally, lighting will be directed downward and shielded to focus illumination on the desired areas only and to minimize light trespass.
1.8 Decommissioning
At the end of the proposed project’s operational term, the Applicant may determine that the project site should be decommissioned and deconstructed, or it may seek an extension of its use permit. The proposed project will include measures to ensure the collection and recycling of batteries and to avoid the potential for batteries to be disposed of as municipal waste.
All decommissioning and restoration activities will adhere to the requirements of the appropriate governing authorities and be in accordance with all applicable federal, state, and City regulations. Following the expiration of the project’s useful life, the facility will be decommissioned, which will include project enclosures being removed from the ground on the project site. Aboveground equipment that will be removed includes battery containers/enclosures, inverters, transformers, substation steel bus work and enclosures, electrical wiring, etc. Equipment will be de-energized prior to removal, salvaged (where possible), placed in appropriate shipping containers, and secured in a truck transport trailer for shipment off site to be recycled or disposed of at an appropriately licensed disposal facility. Site infrastructure will be removed, including the fences and the concrete pads that may support the battery containers/enclosures, inverters, transformers, and related equipment. The demolition debris and removed equipment may be cut or dismantled into pieces that can be safely lifted or carried with the decommissioning equipment being used. The area will be thoroughly cleaned and all debris will be removed. A collection and recycling program will be implemented to promote recycling of project components and minimize disposal in landfills.
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2 References Cited
BAAQMD (Bay Area Air Quality Management District). 2018. Regulation 6: Particulate Matter – Common Definitions and Test Methods. Adopted August 1, 2018. https://www.baaqmd.gov/rules-andcompliance/rules/regulation-6-particulate-matter---common-definitions-and-test-methods.
CASQA (California Stormwater Quality Association). 2019. Construction BMP Handbook. December 2019. https://www.casqa.org/resources/bmp-handbooks.
CDFW (California Department of Fish and Wildlife). 2020. California Natural Diversity Database quadrant search:
San Francisco South. Accessed November 2020. https://wildlife.ca.gov/Data/CNDDB/Maps-and-Data.
CDOC (California Department of Conservation). 2020. EQ Zapp: California Earthquake Hazards Zone Application online map. https://maps.conservation.ca.gov/cgs/EQZApp/app.
City of Daly City. 2003. Daly City Municipal Code Title 17 Zoning, Zoning Regulations (Consolidated).
January 2003.
City of Daly City. 2013a. Daly City 2030 General Plan. Adopted March 25, 2013. Accessed November 2020. http://www.dalycity.org/City_Hall/Departments/ECD/planning/General_Plan.htm.
City of Daly City. 2013b. City of Daly City General Plan Update Final Environmental Impact Report. February.
Accessed November 2020.
http://www.dalycity.org/City_Hall/Departments/ECD/planning/Planning_Division_Library/General_Plan_ Environmental_Impact_Report.htm.
City of Daly City. 2020. Zoning Map. Updated September 25, 2020.
County of San Mateo Parks Department. 2020. San Bruno Mountain Habitat Conservation Plan webpage.
Accessed November 2020. https://parks.smcgov.org/san-bruno-mountain-habitat-conservation-plan.
USFWS (U.S. Fish and Wildlife Service). 2020a. USFWS Threatened & Endangered Species Active Critical Habitat Report. Environmental Conservation Online System (ECOS). Accessed November 2020. https://ecos.fws.gov/ecp/report/critical-habitat.
USFWS. 2020b. IPaC: Information for Planning and Consultation. Online project planning tool. Accessed November 2020. https://ecos.fws.gov/ipac/.
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Cormorant Energy Storage Project
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FIGURE 1-1
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Alameda
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Santa Clara
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Santa Cruz
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Cormorant Energy Storage Project
SOURCE: Bing Maps 2020; Open Street Map 2019
0 250 125 Feet
Parcel (APN 005-050-020)
City Limit
FIGURE 1-2
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CORMORANT UNDERGROUND
GENEVA AVE
SHEET: 1 OF 6
EXHIBIT: PRELIMINARY UG ROUTE ALTERNATIVES 1 & 1A
LEGEND
CORMORANT BESS
POCO LOCATION / RISER POLE
BESS UGT TERMINATION
ROUTE ALTERNATIVE #1
ROUTE ALTERNATIVE #1A
115KV OH TO MARTIN SUBSTATION
MARTIN ST ACCACIA ST ACCACIA ST ORIENTE ST ORIENTE ST SCHWERIN ST SCHWERIN ST
GENEVA AVE CARTER ST
CARTER ST
CORMORANT
BESS
APPROXIMATE UGT
TERMINATION LOCATION
AT BESS SITE
POCO / RISER POLE
PLAN VIEW
HORIZONTAL SCALE: 1 150'
PRELIMINARY
PRELIMINARY ROUTE ALTERNATIVES
LENGTH VAULTS RISER POLE
ALTERNATIVE #1 5920' 4 1
ALTERNATIVE #1A 6140' 4 1
MARTIN ST
VERSION DATE : 04/26/2024
CREATED BY: LANDON GASTELUM
OTTILIA ST
FEET
0 150 300 600 COW PALACE
COW
PALACE RIO VERDE ST RIO VERDE ST
SEE SHEETS 4, 5, & 6
EXHIBIT C,
PRELIMINARY POCO
LOCATIONS
SAN FRANCISCO
SANTA CRUZ
SANTA ROSA
SAN JOSE
FREMONT
115KV GEN-TIE
Figure 2-1
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CORMORANT UNDERGROUND
GENEVA AVE
115KV GEN-TIE
EXHIBIT: PRELIMINARY UG ROUTE ALTERNATIVE 3
LEGEND
CORMORANT BESS
POCO LOCATION / RISER POLE
BESS UGT TERMINATION
COW PALACE PROPERTY LINE
ROUTE ALTERNATIVE #3
115KV OH TO MARTIN SUBSTATION
MARTIN ST ACCACIA ST ACCACIA ST ORIENTE ST ORIENTE ST SCHWERIN ST RIO VERDE ST SCHWERIN ST
GENEVA AVE CARTER ST
CARTER ST
CORMORANT
BESS
APPROXIMATE UGT
TERMINATION LOCATION
AT BESS SITE
PLAN VIEW
HORIZONTAL SCALE: 1 150'
PRELIMINARY ROUTE ALTERNATIVE #3
LENGTH FROM BESS SUB
TO CITY ROW
2610'
LENGTH WITHIN CITY ROW 1040'
VAULTS 3
RISER POLES 1
PRELIMINARY
MARTIN ST
OTTILIA ST COW PALACE
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PALACE
COW PALACE
PROPERTY LINE RIO VERDE ST
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CREATED BY: LANDON GASTELUM
FEET
0 150 300 600
SAN FRANCISCO
SANTA CRUZ
SANTA ROSA
SAN JOSE
FREMONT
SEE SHEETS 4, 5, & 6
EXHIBIT C,
PRELIMINARY POCO
LOCATIONS
Figure 2-3
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EXHIBIT C: PRELIMINARY POCO LOCATION OPTION #1
LEGEND
POCO LOCATION / RISER POLE
ROUTE ALTERNATIVE #1
ROUTE ALTERNATIVE #1A
115KV OH TO MARTIN SUBSTATION
POCO / RISER POLE OPTION #1
PLAN VIEW
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Figure 2-4
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115KV GEN-TIE
EXHIBIT C: PRELIMINARY POCO LOCATION OPTION #2
LEGEND
POCO LOCATION / RISER POLE
ROUTE ALTERNATIVE #1
ROUTE ALTERNATIVE #1A
115KV OH TO MARTIN SUBSTATION
POCO / RISER POLE OPTION #2
PLAN VIEW
HORIZONTAL SCALE: 1 15' SCHWERIN ST
PRELIMINARY
OTTILIA ST SCHWERIN ST
SHEET: 5 OF 6
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CREATED BY: LANDON GASTELUM
FEET
0 15 30 60
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Figure 2-5
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115KV GEN-TIE
EXHIBIT C: PRELIMINARY POCO LOCATION OPTION #3
LEGEND
POCO LOCATION / RISER POLE
ROUTE ALTERNATIVE #1
ROUTE ALTERNATIVE #1A
115KV OH TO MARTIN SUBSTATION
POCO / RISER POLE OPTION #3
PLAN VIEW
HORIZONTAL SCALE: 1 15' SCHWERIN ST
PRELIMINARY
OTTILIA ST SCHWERIN ST
SHEET: 6 OF 6
VERSION DATE : 04/26/2024
CREATED BY: LANDON GASTELUM
FEET
0 15 30 60
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SANTA CRUZ
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Figure 2-6
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Appendix A
Energy Storage Equipment Photos
APPENDIX A
ENERGY STORAGE EQUIPMENT PHOTOS
A-1
Photo A-1: Typical modular battery energy storage unit
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ENERGY STORAGE EQUIPMENT PHOTOS
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CORMORANT UNDERGROUND
115KV GEN-TIE
MARTIN STREET
MARTIN TRAIL
CARTER STREET
3 THIS SHEET CL CORMORANT CIRCUIT
Project Phasing Outline
Economic and Community Development
City of Daly City
333 90th Street
Daly City, CA 94015
In relation to:
2150 Geneva Avenue (APN # 005-050-020)
Construction and Operation of a 250 MW Battery Storage System General Plan Amendment: GPA-11-22-015959
Zoning Amendment: ZC-11-22-015960
Design Review Minor: DR-11-22-015961
Use Permit Concurrent: UPR-11-22-015962
Daly City Economic and Community Development,
As our Cormorant project is intended to be constructed in two phases, we would like to submit this outline of activities as part of our completeness review. It is our understanding that this letter, as well as the details in the project description and design package, will allow for our Use Permit to be applicable for both phases of our project.
The first phase will include proposed offsite improvements, including the entirety of the proposed generation transmission line and telecommunications lines. Regarding onsite improvements, the initial phase will include all perimeter fencing, site grading, access road construction, and stormwater facilities. This phase will also include placement of approximately 75% of the proposed BESS modules and related medium voltage collection lines, medium voltage transformers, and inverters; and one of the two proposed high voltage transformers.
The second phase of construction is anticipated to be completed approximately one to six years after the initial phase of construction is completed and would include installation of the remaining 25% of the proposed BESS modules and related medium voltage collection lines, medium voltage transformers, and inverters; and the second of the two proposed high voltage transformers.
Thank you for your consideration,
Cormorant Energy Storage, LLC
c/o Sam Walch
8800 N. Gainey Center Drive, Suite 100
Scottsdale, AZ 85258
1 Memorandum
To: John Meinecke, Arevon Energy
Sam Walch, Arevon Energy
From: Peter Piller, Managing Principal
Jared Rodio, Manager
Date: June 2024
Re: Cormorant Energy Storage – Executive Summary of Fiscal Revenue Analysis The Cormorant Energy Storage project (the “Project”) is located within the City of Daly (“City”) adjacent to the Cow Palace Arena Event Center along Carter Street. The site was originally a drive-in movie theater and has been marketed as a potential retail site, however after a decade the landowner has not been able to get a retailer or retail developer to develop the site due to the limited access and low visibility from Geneva Avenue, the closest major roadway. At the request of Arevon Energy, the Project applicant, DPFG has prepared a Fiscal Revenue Analysis to estimate the major annual fiscal tax revenues that the Project may generate, under multiple scenarios, when at full build-out, and under stabilized operating conditions for the City. The development scenarios analyzed in this report are the Project, an energy storage facility, an office development, a multi-family residential development, and a retail garden center. The assessed value for the Project was provided by Arevon Energy. The assessed values for the other land uses were determined by using recent market data and recent sales within the area, which are noted and detailed in the Appendices.
Additional research and averages were used to determine the potential characteristics of the alternative scenarios. For several of the uses the market data provided ranges and to be conservative in our comparison, this analysis used the higher ranges for purposes of generating revenue.
The major annual fiscal tax revenues analyzed include the following:
• Property Taxes: In addition to other ad valorem charges imposed by various local agencies, landowners in the State of California (“State”) are required to pay annual property taxes of 1% on the assessed value of their property pursuant to Proposition 13. Each City in California is divided into tax rate areas (“TRA”). After the basic 1% property tax is collected by the County, the tax is allocated to various local agencies based on each agency’s share of the basic tax within the property’s applicable TRA.
• Property Taxes In-Lieu of Vehicle License Fees (“VLF”): In May 2004, Governor Schwarzenegger proposed a swap of city and county VLF revenue for additional property tax share as part of a budget agreement between the State and local governments. Under this legislation, property tax in-lieu of VLF is allocated to cities and counties pursuant to a complex formula involving each agency’s
2 relative share of assessed value. The property tax in-lieu of VLF revenue that will be generated by the Project can be estimated by determining the (i) percentage growth in the total assessed value of the City attributable to the Project and multiplying this result by (ii) the property tax in-lieu of VLF revenue expected to be received by the City.
• On-Site Sales Tax: Under the California Sales Tax Law, a tax is imposed on the sale of tangible personal property on all retailers in the State. This tax is measured by the retailer’s gross receipts and the city that the business is located in receives a base 1.00% of the total sales taxes paid. In addition to the base 1.00%, on November 8, 2020, a voter approved 0.50% sales tax known as Measure Q was passed increasing the total City sales tax to 1.50%.
The major annual fiscal tax revenues for each scenario result in an estimated annual fiscal revenue, for the City, of $1,071,747 for the Cormorant Energy Storage, $179,685 for the Office, $759,234 for the Multi-Family Residential, and $80,831 for the Garden Center. The scenario results are summarized on Table 1 below.
Table 1: Annual Fiscal Revenue Analysis Summary
Scenario Property Taxes Property Taxes InLieu of VLFOn-Site Sales Tax Total Cormorant Energy
Storage
$851,781 $219,966 $0 $1,071,747
Office $142,807 $36,879 $0 $179,685
Multi-Family
Residential
$552,506 $142,681 $64,047 $759,234
Garden Center $16,556 $4,275 $60,000 $80,831
Based on the above table and the analysis included in the appendices, our report concludes the following:
1. Given the inability of the current landowner to sell the land as a designated retail site the analyzed scenarios represent a diverse mix of potential uses that could be developed. However, the site has significant access difficulties which makes development under most real estate uses not feasible as detailed below.
a. The site has only a single access point at Carter St., which is a two-lane street. For most uses this entry point would need to be redeveloped and a traffic light added. This is especially true for the residential use which would generate approximately 1,800 Average Daily Trips (“ADT”) assuming 300 units and 6 ADTs per unit. The other uses would also require street improvements for Carter St. and the street would likely need to be widened depending on the commercial use to allow for larger volume of vehicles or increases in traffic.
b. Because the site has only a single access point from Carter St. there is no alternative access for emergency responder vehicles and no alternative access to the site for residents or commercial tenants. This could limit the intensity of development options and create a potential safety issue when evacuating or accessing the site and is one of the primary reasons that most real estate uses, especially residential development, is problematic.
3 c. The site also has low visibility from traffic due to the site sitting significantly below Carter St., away from Geneva Avenue, and the nearby Cow Palace Arena landscaping which is detrimental to commercial uses.
2. The use that generates the largest annual fiscal revenues of the uses analyzed is the Project.
Although the site does not generate sales tax, it has the highest required site improvements for development, resulting in a higher total revenue for the City.
3. The second highest revenue land use is assumed to be a 300 unit for sale multifamily residential development. Please note however that this analysis does not include an estimation of costs and expenditures that would need to be incurred by the City for each of the uses. Based on standard fiscal impact methods for analyzing City expenditures, the residential use would also incur the highest amount of expenses for the City to serve of all the scenarios analyzed in this report. The current site does not have any full-time equivalent employees that need to be served by the City.
After development all the scenarios analyzed, except for the Cormorant Energy Storage site, will generate residents or employees. This will result in a higher cost for the City to maintain these uses over the existing use or the Project use thereby reducing the total annual fiscal surplus received by the City. This expense analysis is outside the scope of this report and the totals shown in Table 1 are gross revenues and do not reflect the additional costs that these scenarios would cause the City to incur.
4. Several other uses were analyzed, including single family detached (“SFD”), which were not included in this report. Public storage was not feasible as the site was too large and the return to the City would be very small compared to the other uses. SFD was analyzed based on a very hypothetical land plan for the site using estimates from recent sales in the general vacinity. This resulted in an average sale price of $1,520,000 for an average size of 2,180 SqFt being built on an average sized lot of 3,600 SqFt. The site is 11.16 acres which results in an estimated 486,130 SqFt.
Assuming 30% of the site is streets, parks, or other non-residential space, this results in 340,291 SqFt of building space which yields approximately 95 SFD units. These homes would have a total assessed value of $144,400,000 which would generate approximately $332,425 in property taxes to the City. This is significantly below the $552,506 generated by the multi-family development in Exhibit D. The SFD development would also result in lower sales taxes due to lower anticipated residents from the loss of density.
Additionally, we have estimated that the proposed Cormorant Energy Storage scenario will generate approximately $2,925,000 for Phase 1 in 2026 and $,1,050,000 for Phase 2 in 2030 in ONE-TIME sales tax revenues to the City from the purchase of materials and equipment related to the proposed Project for a total One-Time sales tax of $3,975,000 going to the City, as shown in Appendix F.
Appendices:
Appendix A – Cormorant Energy Storage Site Map
Appendix B – Fiscal Revenue Analysis for Cormorant Energy Storage Appendix C – Fiscal Revenue Analysis for Office Development Appendix D – Fiscal Revenue Analysis for Multi-Family Residential Development Appendix E – Fiscal Revenue Analysis for Garden Center Development Appendix F – Cormorant Energy Storage One-Time Sales Taxes Appendix G – DPFG Experience
4 Appendix A:
Cormorant Energy Storage Site
Map
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E. VILA E. VILA
CORMORANT ENERGY STORAGE, LLC
BATTERY ENERGY STORAGE SYSTEM
SITE PLAN
LAYOUT B
1 1
SAN MATEO COUNTY, CALIFORNIA CormorantLayout188MW.dwg
816-333-9400
KANSAS CITY, MO 64114
9400 WARD PARKWAY
Burns & McDonnell Engineering Co, Inc.
A 04/02/24 EDV AR ISSUED FOR CONDITIONAL USE PERMIT
PLAN VIEW
NORTH
NOTES:
1. FINAL LAYOUT SUBJECT TO CHANGE BASED
ON FINAL ENVIRONMENTAL AND CIVIL SETBACK
DISTANCES.
2. EQUIPMENT QUANTITIES, CONFIGURATION,
AND FOOTPRINT SUBJECT TO CHANGE BASED
ON FINAL BESS TECHNOLOGY SELECTION AND
ADDITIONAL PROJECT DUE DILIGENCE.
3. EXISTING DRIVEWAY TO BE ASPHALTED AT
COMPLETION OF CONSTRUCTION IN
COMPLIANCE WITH CALTRANS ROAD BASED
DESIGN AND CITY STANDARD DWG S-3 DETAIL.
4.PROPOSED SERVICE ROADS WITHIN BESS
PROJECT FACILITY SHALL USE NON-DUST
GENERATING GRAVEL ROAD BASE IN
ACCORDANCE WITH MRP.
LEGEND:
PL PL PROPERTY LINE
8'-6" PRE-CAST
CONCRETE WALL
W/ 1'-6" CLIMBING DETERRENT
FIRE HYDRANT
ABBREVIATION LIST:
BESS - BATTERY ENERGY STORAGE SYSTEM
MV - MEDIUM VOLTAGE
POI - POINT OF INTERCONNECTION
TYP - TYPICAL
BOL - BEGINING OF LIFE
EOL - END OF LIFE
ENERGY STORAGE SYSTEM DESCRIPTION
NAMEPLATE PHASE 1 188 MW / 752 MWH
NAMEPLATE PHASE 2 62 MW / 248 MWH
NAMEPLATE TOTAL 250 MW / 1000 MWH
0 SCALE IN FEET
50' 100'
PLAN NORTH
TRUE
NORTH
20.6047°
PRELIMINARY - NOT
FOR CONSTRUCTION
SLIDING GATE
8' TUBULAR METAL
FENCE
BESS MATERIAL LIST
NUMBER OF BATTERY ENCLOSURES (BOL) 212
NUMBER OF BATTERY ENCLOSURES (EOL) 284
NUMBER OF MV TRANSFORMERS (BOL) 53
NUMBER OF MV TRANSFORMERS (EOL) 71
PLAN VIEW
BESS AREA EXCLUDING
SUBSTATION (6.92 ACRES)
PURPOSE BUILT
ENCLOSURE (TYP)
MV TRANSFORMER (TYP)
MAIN POWER
TRANSFORMER 34.5kV/ 115 kV
SUBSTATION AREA
(0.71 ACRES)
SUBSTATION
CONTROL ENCLOSURE
PARCEL AREA
(11.5 ACRES)
35' CONSTRUCTABILITY SETBACK
STORMWATER
TREATMENT BASIN CARTER STREET
EXISTING DRIVEWAY
26'
ON-SITE
MAINTENANCE
AREA
PRIMARY ENTRANCE GATE 6" PRE-CAST CONCRETE CURB (TYP)
5' MAINTENANCE
AREA CLEARANCE
57'
70'
34'
3'
8' 1.5'
26'
115' 30'
20'
44'
60'
FUTURE EXPANSION
UNIT (TYP)
AREA RESERVED FOR
FUTURE WORK BY OTHERS
PROPOSED UNDERGROUND
GEN-TIE ROUTE
FUTURE EXPANSION
MAIN POWER TRANSFORMER
CRUSH ROCK TO BE USED AS
BASE FOR PROJECT SITE
OUTSIDE OF ACCESS ROADS.
15'
10'
R45'
4' R20'
B 05/10/24 EDV AR ISSUED FOR CONDITIONAL USE PERMIT
5 Appendix B:
Fiscal Revenue Analysis for
Cormorant Energy Storage
Table 1
Fiscal Revenue Analysis Summary
Comorant Energy Storage
Recurring Annual Revenues: Phase 1 - 2026 Phase 2 - 2030 Total Property Taxes $ 633,080 $ 218,700 $ 851,781 Table 3
Property Taxes In Lieu of MVLF 163,488 56,478 219,966 Table 4 Offsite Sales Tax - - -
Total Annual Tax Revenue $ 796,569 $ 275,178 $ 1,071,747
MAJOR TAX REVENUES
Table 2
Land Use and Assessed Value Assumptions
Comorant Energy Storage
Probable Tenant Type Total Assessed
Value
Phase 1 - 2026 275,000,000
Phase 2 - 2030 95,000,000
Subtotal Energy Storage $ 370,000,000
Total Project Assessed Value $ 370,000,000
Footnotes:
Energy Storage
(a) Total assessed value per Developer. Assessed Value represents estimated costs as of May 2024. Actual assessed value is subject to change pending final purchase of equipment and development of the site.
TRA (a)
Agency 005-061
General County Tax 19.691511%
City of Daly 23.021098%
Bayshore Elementary General Purpose 24.127753%
Jefferson High General Purpose 20.373872%
Sm Jr College General Purpose 5.634519%
Bayshore Sanitary District 3.752420%
Bay Area Air Quality Management 0.173633%
County Harbor District 0.292908%
County Education Tax 2.932287%
Total 100.0000%
City of Daly Total 23.0211%
Total Assessed Value - Phase 1 - 2026 $ 275,000,000
Base 1% Ad-Valorem Tax 1.00%
Base Ad-Valorem Revenue $ 2,750,000
City of Daly Allocation $ 633,080
Total Assessed Value - Phase 2 - 2030 $ 95,000,000
Base 1% Ad-Valorem Tax 1.00%
Base Ad-Valorem Revenue $ 950,000
City of Daly Allocation $ 218,700
Total City of Daly Property Tax $ 851,781
Footnotes:
Source: Fiscal Year 2023-24 Share of the Basic Tax per County of San Mateo Auditor-Controller's Office. (a) Shares of the basic tax that are received by the City for each TRA are highlighted in bold print.
Table 3
Share of the Basic Tax Calculation
Comorant Energy Storage
Table 4
Property Taxes In Lieu of MVLF
Comorant Energy Storage
FY 2023/24 In Lieu MVLF Allocation to City $ 9,600,000 (a) FY 2023/24 City of Daly Assessed Value 16,147,933,014 (b) Total Project Assessed Value Phase 1 -2026 from Table 2 275,000,000 AV Growth from Project 1.703%
Annual City Property Taxes In Lieu of MVLF $ 163,488
FY 2023/24 In Lieu MVLF Allocation to City $ 9,600,000 (a) FY 2023/24 City of Daly Assessed Value 16,147,933,014 (b) Total Project Assessed Value Phase 2 - 2030 from Table 2 95,000,000 AV Growth from Project 0.588%
Annual City Property Taxes In Lieu of MVLF $ 56,478
Annual City Property Taxes In Lieu of MVLF $ 219,966
Footnotes:
(a) Per City of Daly Comprehensive Annual Operating and Capital Budget FY 24; General Fund - Comparison of Revenue Budgets (Page 43).
(b) Per San Mateo County Assessor-Recorder-Clerk Office 2023-24 Assessment Roll.
6 Appendix C:
Fiscal Revenue Analysis for Office
Development
Table 1
Fiscal Revenue Summary
Office Development
Recurring Annual Revenues: 2023 - 2024
Property Taxes $ 142,807 Table 3
Property Taxes In Lieu of MVLF 36,879 Table 4
On-site Sales Tax - Table 5
Total Annual Tax Revenue $ 179,685
MAJOR TAX REVENUES
Table 2
Land Use and Assessed Value Assumptions
Office Development
Office Building 62,032,920
Subtotal Business and Warehouse $ 62,032,920
Total Project Assessed Value $ 62,032,920
Footnotes:
(a) Estimated assessed value per nearby commercial office properties. Analysis estimates approximately $5,560,000 per acre in assessed value. Estimated building SqFt of 200,000 results in an estimated assessed value of $310 per SqFt.
Business and Warehouse
Probable Tenant Type Total Assessed
Value (a)
TRA (a)
Agency 005-061
General County Tax 19.691511%
City of Daly 23.021098%
Bayshore Elementary General Purpose 24.127753%
Jefferson High General Purpose 20.373872%
Sm Jr College General Purpose 5.634519%
Bayshore Sanitary District 3.752420%
Bay Area Air Quality Management 0.173633%
County Harbor District 0.292908%
County Education Tax 2.932287%
Total 100.0000%
City of Daly Total 23.0211%
Total Assessed Value - Phase 1 $ 62,032,920
Base 1% Ad-Valorem Tax 1.00%
Base Ad-Valorem Revenue $ 620,329
City of Daly Allocation $ 142,807
Footnotes:
Source: Fiscal Year 2023-24 Share of the Basic Tax per County of San Mateo Auditor-Controller's Office. (a) Shares of the basic tax that are received by the City for each TRA are highlighted in bold print.
Table 3
Share of the Basic Tax Calculation
Office Development
Table 4
Property Taxes In Lieu of MVLF
Office Development
FY 2023/24 In Lieu MVLF Allocation to City $ 9,600,000 (a) FY 2023/24 City of Daly Assessed Value 16,147,933,014 (b) Total Project Assessed Value from Table 2 62,032,920
AV Growth from Project 0.384%
Annual County Property Taxes In Lieu of MVLF $ 36,879
Footnotes:
(a) Per City of Daly Comprehensive Annual Operating and Capital Budget FY 24; General Fund - Comparison of Revenue Budgets (Page 43). (b) Per San Mateo County Assessor-Recorder-Clerk Office 2023-24 Assessment Roll.
Table 6
Full Time Equivalent Employment
Office Development
Tenant Type Estimated
Employees
Office Building 400
Total Estimated Employees 400
Footnotes:
(a) Estimated employees per square foot per the U.S. Energy Information Administration and DPFG estimates based on industry knowledge and review of various data sources.
Business and Warehouse
7 Appendix D:
Fiscal Revenue Analysis for MultiFamily Residential Development
Table 1
Fiscal Revenue Summary
Multi-Family Residential Development
Recurring Annual Revenues: 2023 - 2024
Property Taxes $ 552,506 Table 3
Property Taxes In Lieu of MVLF 142,681 Table 4
On-site Sales Tax 64,047 Table 5
Total Annual Tax Revenue $ 759,234
MAJOR TAX REVENUES
Table 2
Land Use and Assessed Value Assumptions
Multi-Family Residential Development
Multi-Family Residential Development 240,000,000
Subtotal Business and Warehouse $ 240,000,000
Total Project Assessed Value $ 240,000,000
Footnotes:
(a) Total Assessed value estimate per recent sales in the area for condominiums.
This resulted in an average assessed value of $800,000 per unit. Site is estimated to include 300 units.
Business and Warehouse
Probable Tenant Type Total Assessed
Value
TRA (a)
Agency 005-061
General County Tax 19.691511%
City of Daly 23.021098%
Bayshore Elementary General Purpose 24.127753%
Jefferson High General Purpose 20.373872%
Sm Jr College General Purpose 5.634519%
Bayshore Sanitary District 3.752420%
Bay Area Air Quality Management 0.173633%
County Harbor District 0.292908%
County Education Tax 2.932287%
Total 100.0000%
City of Daly Total 23.0211%
Total Assessed Value - Phase 1 $ 240,000,000
Base 1% Ad-Valorem Tax 1.00%
Base Ad-Valorem Revenue $ 2,400,000
City of Daly Allocation $ 552,506
Footnotes:
Source: Fiscal Year 2023-24 Share of the Basic Tax per County of San Mateo Auditor-Controller's Office. (a) Shares of the basic tax that are received by the City for each TRA are highlighted in bold print.
Table 3
Share of the Basic Tax Calculation
Multi-Family Residential Development
Table 4
Property Taxes In Lieu of MVLF
Multi-Family Residential Development
FY 2023/24 In Lieu MVLF Allocation to City $ 9,600,000 (a) FY 2023/24 City of Daly Assessed Value 16,147,933,014 (b) Total Project Assessed Value from Table 2 240,000,000
AV Growth from Project 1.486%
Annual County Property Taxes In Lieu of MVLF $ 142,681
Footnotes:
(a) Per City of Daly Comprehensive Annual Operating and Capital Budget FY 24; General Fund - Comparison of Revenue Budgets (Page 43). (b) Per San Mateo County Assessor-Recorder-Clerk Office 2023-24 Assessment Roll.
Table 5
Off-Site Sales Tax Revenue
Multi-Family Residential Development
Factor Off-Site Sales Tax
Aggregate Incomes (from table below) $15K per Unit $ 47,400,000 Consumer Expenditures (a) 72.9% 34,553,138
Taxable Spending (a) 24.7% $ 8,539,590
Less: On-site Capture 0.0% $ -
Less: Capture Outside City Boundaries (b) 50.0% (4,269,795) Net Taxable Spending in City $ 4,269,795
Annual Sales Taxes to City 1.0% $ 42,698
Measure Q Annual Sales Tax 0.5% $ 21,349
Total Annual Sales Tax to City 1.5% $ 64,047
Household Income Calculation:
Avg. Sales Price / Monthly Rent (c) $ 800,000
Down Payment 20% 160,000
Loan Amount 640,000
Interest Rate 5.0%
Term (years) 30
Annual Mortgage / Rent Payment $ 41,228
HOA $ 350 $ 4,200
Maintenance/Insurance $ 50 600
Property Taxes 1.1769% 9,415
Total Annual Housing Costs $ 55,443
% Income spent on Housing 35%
Annual Income Required 158,409
Annual Income Required (rounded) $ 158,000
Footnotes:
(a) Per U.S. Department of Labor, Bureau of Labor Statistics Consumer Expenditure Survey, 2021-22 for San Francisco Metropolitan Statistical Area (MSA). (b) Capture percentage represents DPFG's estimate based on location relative to other retail establishments in the market area.
Spending by Residents: Multi Family Residential
8 Appendix E:
Fiscal Revenue Analysis for
Garden Center Development
Table 1
Fiscal Revenue Summary
Garden Center
Recurring Annual Revenues: 2023 - 2024
Property Taxes $ 16,556 Table 3
Property Taxes In Lieu of MVLF 4,275 Table 4
On-site Sales Tax 60,000 Table 5
Total Annual Tax Revenue $ 80,831
MAJOR TAX REVENUES
Table 2
Land Use and Assessed Value Assumptions
Garden Center
Probable Tenant Type Land (a) Improvements -
Building (b)
Total Assessed
Value
Plant Nursery 4,691,561 2,500,000 7,191,561
Subtotal Business and Warehouse $ 7,191,561
Total Project Assessed Value $ 7,191,561
Footnotes:
(a) Land value per site tax bill.
Business and Warehouse
(b) Nursery improvement value estimated value per 2024 Assessed value of nearby nurseries.
TRA (a)
Agency 005-061
General County Tax 19.691511%
City of Daly 23.021098%
Bayshore Elementary General Purpose 24.127753%
Jefferson High General Purpose 20.373872%
Sm Jr College General Purpose 5.634519%
Bayshore Sanitary District 3.752420%
Bay Area Air Quality Management 0.173633%
County Harbor District 0.292908%
County Education Tax 2.932287%
Total 100.0000%
City of Daly Total 23.0211%
Total Assessed Value - Phase 1 $ 7,191,561
Base 1% Ad-Valorem Tax 1.00%
Base Ad-Valorem Revenue $ 71,916
City of Daly Allocation $ 16,556
Footnotes:
Source: Fiscal Year 2023-24 Share of the Basic Tax per County of San Mateo Auditor-Controller's Office. (a) Shares of the basic tax that are received by the City for each TRA are highlighted in bold print.
Table 3
Share of the Basic Tax Calculation
Garden Center
Table 4
Property Taxes In Lieu of MVLF
Garden Center
FY 2023/24 In Lieu MVLF Allocation to City $ 9,600,000 (a) FY 2023/24 City of Daly Assessed Value 16,147,933,014 (b) Total Project Assessed Value from Table 2 7,191,561
AV Growth from Project 0.045%
Annual County Property Taxes In Lieu of MVLF $ 4,275
Footnotes:
(a) Per City of Daly Comprehensive Annual Operating and Capital Budget FY 24; General Fund - Comparison of Revenue Budgets (Page 43). (b) Per San Mateo County Assessor-Recorder-Clerk Office 2023-24 Assessment Roll.
Table 5
On-Site Sales Tax Revenue
Garden Center
Plant Nursery 4,000,000
Total $ 4,000,000
Annual Sales Tax to City (Bradley-Burns) 1.00% $ 40,000 Annual Sales Tax to City (Measure Q) 0.50% $ 20,000
Total Annual Sales Tax to City 1.50% $ 60,000
Footnotes:
(b) Total estimated sales per DPFG fiscal experience and research from various sources including the Giannini Foundation of Agricultural Economics University of California, Nursery Management. Values ranged from $1,290,000 to $3,000,000 in annual sales.
This analysis assumes the higher value, increased by 33%, to compensate for the size of the nursery and to represent a higher end nursery than those currently found in the area.
Probable Tenant Type (a)
Total Estimated
Taxable Sales (b)
(a) Estimated tenant types per Developer.
Table 6
Full Time Equivalent Employment
Garden Center
Tenant Type Estimated
Employees
Plant Nursery 25
Total Estimated Employees 25
Footnotes:
(a) Estimated employees per square foot per the U.S. Energy Information Administration and DPFG estimates based on industry knowledge and review of various data sources.
Business and Warehouse
Prelimin
9 Appendix F:
Cormorant Energy Storage OneTime Sales Taxes
One-Time Sales Tax Revenue
Comorant Energy Storage
Phase 1 - 2026 $ 195,000,000
Phase 2 - 2030 70,000,000
Toal $ 265,000,000
Phase 1 - 2026 - One-Time Sales Tax to City
One-Time Sales Tax to City (Bradley-Burns) 1.00% $ 1,950,000 One-Time Sales Tax to City (Measure Q) 0.50% 975,000
Total Phase 1 - 2026 - One-Time Sales Tax to City 1.50% $ 2,925,000 Phase 2 - 2030 - One-Time Sales Tax to City
One-Time Sales Tax to City (Bradley-Burns) 1.00% $ 700,000 One-Time Sales Tax to City (Measure Q) 0.50% 350,000
Total Phase 2 - 2030 - One-Time Sales Tax to City 1.50% $ 1,050,000 Total One-Time Sales Tax to City 1.50% $ 3,975,000
Footnotes:
Probable Tenant Type (a) Total Estimated
Taxable Sales (a)
(a) Per Developer. Represents the estimated point of sale value of anticipated equipment and fixtures as of May 2024.
10 Appendix G:
DPFG Experience
11 DPFG is a national real estate consulting firm that represents land developers and builders on many land use related matters. The firm specializes in providing land development and financing solutions in the local market for its clients which include, but are not limited to, to the following areas:
Consulting Milestones:
• Completed over 2,500 Land Secured Public Financings with over $16 billion in bonds. • Completed over 275 Fiscal Impact Analysis Reviews and Reports.
DPFG has also prepared multiple energy storage fiscal analysis in Southern California. This includes a storage site in the County of Orange and another site in Los Angeles County. • Negotiated over 350 School Mitigation Agreements.
• Completed over 70 Public Facilities Financing Reports. • Completed over 600 Project Cash Flows, Valuation and Feasibility Analysis. • Completed over 4,000 Disclosure Analysis Reviews and Reports. • Completed over 100 Redevelopment projects.
• Restructured over 100 Land Secured Public Financing Districts. • Completed over 4,000 Property Tax Appeals nationwide. • Look Back Diagnostic findings reached over $125 million.
The Management Team at DPFG has over 300 years of combined real estate experience in performing the firm’s core services and other general real estate consulting services as follows:
DPFG Executive Management Team:
• Chris Austin – Managing Principal 21 Years Experience • Chris Cole – Managing Principal 20 Years Experience
• Chris Lightburne – Managing Principal 32 Years Experience • Peter Piller – Managing Principal 35 Years Experience DPFG Senior Management Team:
• Lucy Gallo – Managing Principal 20 Years Experience
• Rick Rosenberg – Managing Principal 40 Years Experience • Chris Hall – Director 16 Years Experience
• Kelly Restelli – Sr. Manager 8 Years Experience
• Mary Lu – Sr. Manager 15 Years Experience
• Vanessa Stowe – Sr. Manager 8 Years Experience
• Zach Crawford – Sr. Manager 6 Years Experience
• Marc Santos – Disclosure Manager 14 Years Experience
• Eric Quinlan – Manager 16 Years Experience
• Joey Lujan – Manager 10 Years Experience
• Manju Pokharel – Manager 5 Years Experience
• Matt Johnson – Manager 16 Years Experience
• Nathan Morris – Manager 11 Years Experience
DPFG has over 40 other professionals that are at work with the Management Team to help process and solve their client's jobs and problems.
July 15, 2024
Tatum Mothershead
Director of Economic and Community Development
City of Daly City
333 90th Street
Daly City, CA 94015
To the Department of Economic and Community Development:
We are pleased to submit this summary letter of benefits and commitments we intend and anticipate for the proposed Cormorant Energy Storage project at 2150 Geneva Avenue. As we seek a General Plan amendment, we felt it was important that we articulate some of the project benefits, beyond the immediate climate action benefits associated with renewable energy.
About the Project
Arevon is proposing to build the Cormorant Energy Storage project in Daly City using Tesla's advanced Megapack 2XL batteries. This state-of-the-art energy storage system will support grid reliability and help maximize the use of clean, renewable energy sources. By storing excess renewable energy when it is abundant and dispatching it back to the grid when it is needed most, this project will play a vital role in enhancing the stability and resilience of our local power grid and reducing reliance on fossil fuels. We are committed to being a good neighbor and working closely with the City of Daly City and the community to ensure that the project is developed and operated responsibly.
Tax Benefits
As Cormorant is still in early-stage development and final equipment costs are subject to change, below are high-level projections of how our project will help support state and local government through both sales and property tax. • Sales Tax Revenue: The first phase of development will reach operations in 2026 and will generate over $3 million in sales tax revenue for Daly City. The second phase is projected to come online in 2030 and generate over $1 million in additional sales tax revenue. Cormorant, when fully built, will have generated over $4 million in sales tax revenue for Daly City.
• Property Tax Revenue: The project is estimated to provide more than $27 million in property tax payments over its lifespan which will support city, state, and county government activities as well as the local school district.
Labor and Workforce Agreements
We have also committed to prioritizing the hiring of union contractors and subcontractors during the construction phase of the Cormorant Energy Storage project.
This commitment ensures that the economic benefits of the project will directly support the local workforce and businesses by providing quality jobs with good wages and benefits, which will contribute to the economic growth and stability of Daly City.
Specifically, we have entered or are planning to enter into the following agreements to ensure a skilled and trained workforce:
• Agreement with the State Building and Construction Trades Council of California: We will employ union labor to construct each project within our BESS portfolio. We are committed to establishing a project-specific partnership that guarantees the provision of skilled workers. The Project Engineering, Procurement, and Construction contractor (EPC) will sign this agreement, which will conform to industry standard practices.
• Agreement with IBEW Local 617: This agreement will cover the construction of transmission and distribution lines, outside substations, switchyards, and ground grids. It ensures the availability of skilled workers necessary for the construction and completion of the projects. The Project EPC will also sign the Outside Line Agreement with IBEW Local 617.
These agreements underscore our dedication to quality, efficiency, and the support of the local union workforce, ensuring that the Cormorant Energy Storage project is completed on schedule and to the highest standards.
Community Benefits
We recognize the importance of community engagement as part of the entitlements process and have been immersed in that work since the fall of 2023.
From the feedback we have received, we have worked to craft a thoughtful community giving strategy to ensure our project prioritizes Daly City residents and the diverse communities surrounding our site. As a company, we are committed to giving back to the community and enhancing the quality of life for residents where our projects are located.
As we look ahead to our further involvement in the community, we have pledged a minimum budget of $500,000 for community benefits. This investment will support partnerships with local community-based organizations and programs that benefit the public, reinforcing our dedication to the area's growth and well-being.
Our commitment to the community goes far beyond financial contributions. We firmly believe that true engagement involves giving our time and personal effort to become an integral part of the local fabric. We have actively participated in local events such as the
Thanksgiving Turkey Giving hosted by the Pilipino Bayanihan Resource Center and Senior Scholarship Award ceremonies at local high schools and look forward to continuing and expanding our commitment.
We are eager to work closely with elected officials, community leaders, and local stakeholders to identify and prioritize the initiatives that will best serve the needs and interests of Daly City residents. Identified initiatives include:
• Support for Local Organizations: Sponsorship packages and donations to local organizations such as:
•
o Daly City Partnership
o Superposition Daly City
o Pilipino Bayanihan Resource Center
o Bayshore Community Center
o Peninsula Family Services
o Bayshore School District
o Filipino American Arts Exposition (FAAE)
o Pacific Islanders Together (PIT)
o Pacific Islander Community Partnership
o Thrive, Daly City Parks & Rec
o Jefferson Union School District
o Bay Area Community Health Advisory Council (BACHAC)
• Community Engagement Events: Participation in local events such as the Chow Fun Event, SHINE Family Day Festival, and Pistahan Parade and Festival to strengthen community ties and actively engage with residents. • STEM Scholarships: Cormorant has committed to annually awarding STEM scholarships to students graduating from Jefferson and Westmoor High Schools.
We are excited about the potential of the Cormorant Energy Storage project to make a significant and lasting impact on the community and its local economy. By partnering closely with the City of Daly City and its leadership, local residents, and other civic stakeholders, we aim to ensure that this project is one that Daly City is proud to add to its civic tapestry.
If you have any questions about our project or these various commitments, please contact me at [email protected] and I can make any members of my team available to discuss further.
Sincerely,
John Meinecke
Director of Development