HomeMy WebLinkAboutB16-1532 047-150-119Ylr1 - Permit Pack ;
C-RAll NN
COUNTY
JUL. 14 2016
Crain Crotty DEVELOPMENT
SERVICES
155 KW-
Ground
W Ground Mount
A
APN:• 047-150-119
Address: Chico, CA 95973 `
PERMIT # - ���� - 3
BUTTE COUNTY DEVELOPMENT SERVICES ,
` REVIEWED FOR
CO COI�P�.I �CE
�D TE — • �`.
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V .,.-•"� -- - � ,-.may' ,-�--• i—. .. y� y
REDUCED
BALANCE OF
INSTALL
SYSTEM
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REC PEAK ENERGY 72 SERIES
' saw:ve �►.
Nominal Power -PMpp(Wp)
295300
_........._...,_..........
...... 1..........._ ..........-..
305 -
.... ........ .....
310 ...,................
315
Watt Class Sorting -(W)
. ... ........ ................,,.._.......................
0/+5
_.._ ........_..,
0/+5
,........,............._........_
0/+5
...................I...........--,......
0/+5
0/+5
Nominal Power Voltage -V,,,,(V)
36.1
36.4
36.6
36.7
36.8
_ .... .- .,..,..._..... _......._................._
Nominal Power Current -Impp(A)
........ .....
8.23
_ . _...........-_......__....................
8.33
8.42
_...... _...........
8.53
..._..... _--
8.62
......................................
Open Circuit Voltage-Vac(V)
_........... ...
44.5
_W..._..................................,.........,......,....................
44.9
45.1
45.3
45.5
_... ...... .._ ._ ............._
Short Circuit Current - Isc(A)
.............._., ...... _...._
8.80
....... _........,
8.86
_.. _.....,.._.....,..._
8.95
........._
9.02
............
9.09
_-.......-_ ..._..._., ......._......_.,........_
Panel Efficiency (%)
.._._....._....._._....._........._...._
15.1
15.4
.,.........
15.6
_......................_
15.9
_.
16.1
Analysed data demonstrates that 99.7% of modules produced have current and voltage tolerance of ±3% from nominal values.
Values at standard test conditions STC (airmass AM 1.5, irradiance 1000 W/m2, cell temperature 25°C).
33.4lbs/ft2 (1600 Pa)"
At low irradiance of 200 W/m' (AM 1.S and cell temperature 25°C) at least 96% of the STC module efficiency will be achieved.
Nominal Power-P.pp(Wp)225
REC30OPE72
REC30SPE72
229
REC31OPE72
232
235
238
................ ......._,:,..
Nominal Power Voltage -Vmpp(V)
.,.. _....._.,
33.9
..........__........_..........
34.2
..... ................
34.4
_....___......
34.6
_.....
34.7
Nominal Power Current -Impp(A)
_._...,......_....,.,.....,
6.63
.... ..... ....__..,
6.68
...1:.__ ............._......._.....,
6.75
_ ........�..............
6.80
6.86
_............_.............
Open CircuitVoltage-Voc(V)
_ . __....... _ _ ..
41.9
............ .....
42.3
......, . ..,...... ,................
42.5
42.7
_ ......
42.9
.......... _ _ ...._._............_._..._
ShortCircuit Current Isc(A)
....._..._. __ .__.
7.08
_..............._......._......._
7.12
..................................
7.20
7.25
_...._
7.31
Nominal cell operating temperature NOCT
(800 W/m'. AM 1.S, windspeed 1 m/s, ambient temperature 20°C).
C UL USOp 0
LISTED us
Certified according to UL 1703
CEC listed
10 year product warranty.
25 year linear power output warranty
(max.degression in performance of 0.7%p.a.).
L]
p EFFICIENCY
YEAR PRODUCT WARRANTY
YEAR LINEAR POWER
OUTPUT WARRANTY
oUT Y*�RFF
US IMPORT DUTY FREE
TEMPERATURE RATINGS
Nominal Operating Cell Temperature(NOCT) 46.6°C(t2°C)
Temperature Coefficient ofPmp, -0.38%/°C
Temperature Coefficient ofVoc -0.27%/-C
Temperature Coefficient of Isc 0.013%/'C
GENERALDATA
Cell Type: 72 REC PE multicrystalline
3 strings of 24 cells with bypass diodes
Glass: 5/32" solarglass with
anti -reflection surface treatment
Back Sheet: Double layer highly resistant polyester
Frame: Anodized aluminum (si
Junction Box: IP67 rate
4 mm2 solar cable, 47"+47"
Connectors: MC4 connectable (4 mm2)
Origin: Made in Singapore
MAXIMUMRATINGS
Operational Temperature: -40...+85°C
Maximum System Voltage: 1000V
Design Load: 75.21bs/ft2 (3600 Pa)'
33.4lbs/ft2 (1600 Pa)"
'Refer to installation manual
Max Series Fuse Rating: 20A
Max Reverse Current: 20A
P
E
MECHANICALDATALL
Dimensions: 77'/2 x 39 x 13/4 in
Area: 21 ft2
Weight: 591/2 lbsCP
c
Note! All specifications are subject to change without
notice at any time.
REC is a leadingglobal provider of solar energy solutions. With more than 15 years of experience, we offer sustainable, high performing
products, services and investments for the solar industry. Together with our partners, we create value by providing solutions that
better meet the world's growing energy needs. REC is headquartered in Norway and listed on the Oslo Stock Exchange (ticker: RECSOL).
Our 1,600 employees worldwide generated revenues of USD 647 million in 2013.
PERMIT #_I!1 i0- (6132
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
CO COMPLI CE
DATE � -._ BY
Q,REC
www.recgroup.com
•
PERMIT #
BUTTE COUNTY DEVELOPMENT SERVICES
SUNNY TRIPOWER REVIEWE® FOR
12000TL-US 15000TL-US �� � w ' s'�I I y ,
/ /: GOR M AN�CzE
DAT �_6_ BY
(.
RATED FOR
1000 V. DC & 600 V DC',
SYSTEMS -
0
U I
C L 1
s
r r I
Design flexibility System efficiency.' Enhanced safety Future -proof
• 1000 V DC or 600 V DC • 96% CEC, 98.5% Peak • j• Integrated DC AFCI
• Cluster Controller, Wek.nned/
• Two independent DC inputs 1000 V DC inCMCM system •.Floating system with alfpole Speedwire
• 15• to 90• mounting angle range • efficiency sensitive ground fault protection • 8Wirectional Ethernet communications '
• Detachable DC Connection Unit, OptiTrac advanced MPPT ! • Reveiae polarity indicator } '. Complete grid management feature set
" • OptiTrac Global Peak MPPT, r •. Ability to satisfy future utility requirements
_ SUNNY TRIPOWER. • _ , . r r
12000TL_US:/ 15000TL USr/�20000TL-US / 24000TL-US
The ultimate solution for decentralized PV plants
rin t' SMA's new Sunny,TripowerTl_-US is raising the level of perfofmance for decentralized commercial PV plants. This three-phase
transformerless inverter is UL listed for up to 1,000 V DC maximum system voltage and has peak efficiency above 98 percent,*
` ; • while OptiTrac Global Peak minimizes the effects of shade for. maximum energy production. The Sunny Tripower delivers a '
future -proof solution with full grid -mono ement, avid communications and monitoring features. The Sunny Tripower is also
equipped with all -pole ground fault protection and integrated AFCI.for'a safe, reliable solution. It offers unmatched flexibility
•� IENGINEERED ' t�'', with'a wide input voltage range and two independent MPP trackers. Suitable for both 600 V DC and .1',000.V DC applica-
,.IN GERMANY
�'If ASSEMBLED92 tions, the Sunny Tripower allows f6r flexible design and a lower levelized cost of energy..,
IN THE USA=
.•
i
THE TOTAL PACKAGE
The Sunny Tripower TL -US is engineered to
optimize design, production, and reliability—
reducing a project's levelized cost of energy
and improving its financial returns.
Unmatched flexibility
Available in four power classes, the Sunny
Tripower TL -US features a wide operating
window, two MPP trackers, and 600 V
DC or 1,000 V DC operation, making it
ideal for any decentralized project. System
engineering is made simple and repeatable,
resulting in a shortened design cycle.
Easy to transport and install, the Sunny
Tripower can be mounted in a variety of
•ways from vertical to nearly horizontal.
Concrete pads usually required by central
inverters are unnecessary, preserving site
real estate.
Enhanced power production.
Leading efficiency and SMA's proprietary
OptiTrac Global Peak -MPP tracking
means owners benefit from superior power
production and improved economics. When
operated at 1,000 V DC, balance of system
costs can also be significantly reduced.
The Sunny Tripower TL -US also features
advanced diagnostics, including a reverse
polarity indicator via the Connection Unit
1000 -US.
Future proof
The Sunny Tripower TL -US includes a
number of technologies• designed to
meet tomorrow's requirements. Full grid
management functionality is available, as
are cutting edge communication options like
SMA's Cluster Controller and Speedwire.
SMA Service can also simplify long-term
planning with comprehensive packages
covering inverters through plant -wide
operations and maintenance (O&M). And,
as a decentralized technology, inverter -
level O&M is reduced from the beginning
compared to centralized architecture.
Optimized cost
The Sunny Tripower TL -US allows integrators
to optimally use real estate, shorten design
and installation time, and produce more
power. Inverter -level O&M is reduced
through string technology and long-term
support is made simple through SMA's
service organization, making the Sunny
Tripower TL -US the ultimate solution for
decentralized PV.
r--------------------------
'r
Efficiency curve SUNNY TRIPOWER 24000TL-US L-----------�
----------------------------t t
tm
IW
t
i
i
i
�I
i
i
s,
i
0.0 0.2 0.4 0.6 0.8 1.0 4:
i-------------Outputpower—Rated power ----------?i
RS481 interface SMA Cluster Controller
DMdBSCBLSIO CLCON-10
I'
PERMIT #� 6-
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
CODE COMPLIANCE
DA R CO BY
• StandordYon
es O Optional eaturNot a
Data at nomditions
Technical data
Sunny Tripower
Sunny Tripower Sunny Tripower
Sunny Tripower
12000TL-US
15000TL-US 2000OTL-US
24000TL-US
_ r .
Input (DO
_ Max. recommended PV power (@ module STC)
15000 W
18750 W 25006W
36000 W -
Max. -DC voltage'_
1000V
1000 V 1000 V
1000y
Rated MPPT voltage range_
300_ V...800 V
300 V...800 V 380 V...800 V-
450 V...800 V
MPPT operating voltage range
_
150 V...1000 V
150 V..,1000 V _ 150 V...1000 V _ ,
150 V...1000V
000VMin.
Min.DC voltage / start voltage
150 V [ 188_V
150 V/ 188 V 150 V/ 1881V
150 V/ 188 V
Number of MPP tracker inpuls
2
2 2
2
-
Max. input current / per MPP hacker input- _ _ -
66 A / 33 A
66 A/ 33-A M A / 33 A - -
66 A / 33 A
Output (ACJ
AC nominal power
12000 W
15000 W 20000 W
24000 W .
Max. AC apparent power
12000 VA
15000 VA 20000 VA
-24000 VA
Outputphases / line connections
3 /_ 3•N -PE
Nominal AC voltage.. _
480 / 277 V WYE_
_ AC voltage range
_. 244-V...305 V..
_• Rated AC grid frequency
60 Hz
-
AC grid" frequency / range .
_ _
50 Hz 60 Hz / 44 Hz...65 Hz
Max. output current
14.4 A
18A 24A
29 -A
Power factor of voted power / adjustable displacement
_
1 / 9.8 leading 0.8 lagging
Harmonics
<3%
Efficiency
Max, effiaen_ry_ __- -_ _.
98.2-%
98.2 / 98.5% ..
985%
-
CEC elft iciencY . - -
_ 97.5
_ _
97.5 A.
`-98-.0 %
Protection devices
C reverse polarity"proleclion _ _ _ ----._ _ _ _
. - -- _-. - - _ .'
_ _ ! _
_ • •
_ . _ . -..
Ground fault monitoring / Grid monitoring_
- • -
t -0 •
•
All pole sensdtve residual current monitoring unit_
- •
• •
•
- --
DCCI c
AFompliant to UL 1699-B--
_
•
-
0
•
_ AC short circuit protection _ -
J
• • -_-_ _
_ •
__Protection class/ overvoltagecategory - -_ _ _
_
_ I / IV
/,IV _ - I / IV _ -
I / IV _
General data
_ Dimensions (W / H-/ D) in mm (in)_(26_1
_
/ 27,1 / 10,4)_
'
- -
_ Packmg dimensions f W / H / D) m mm (in) _ _
--
_
780 / 790 / 380 (30 7/ 31.1 /15.0),
Weight
lbs) -
Packing weight_. _
61 kg (134_5 lbs)-
__ Operating temperature range
25 C.,,+60°C_
Noise emission (typical)
___
51 dB(A)
Internal consumplion at night
_l_W -. . .
Topology
Coolingconcept_ _ --_. -_ --- _
_
_
OpliCo0l
Electronics protection rating
NEMA 3R
Features
Display-/ LED indicators (Status / Fault / Communicalion)_ -
-[- •-
-/ t -/ •
-/ •
Interfaces Speedwire / RS485
•/O
- 0/O 0/O
_ •/O
_ Mounting Angle_Range
15*90
15°...90 15°...90°
15° ..90° -
. r--
- _ -
Warranty 10 / 15./ 20y ear s_ - _ -" .
--
J
_- •/O/O
•/O/O 4/0/0-/0/0
a:-
Certifications and a . rovals endm
_pp IP sl __.
_
UL 1741, UL 1998, UL
____
16 -9 -9 -6,4 -EE 1547 FCC Pan 15 Class A& B , CAN CSA C22 2 107.1.1
(Coss I / _
NOTE: US mveners ship•with gray lids
Suitable for 600 V DC max. systems,
Type designation
STP 120007E US -10 I
STP 15000TL-US-10 -US-10,
STP 24000TL-US-10E
I;
Accessories
r--------------------------
'r
Efficiency curve SUNNY TRIPOWER 24000TL-US L-----------�
----------------------------t t
tm
IW
t
i
i
i
�I
i
i
s,
i
0.0 0.2 0.4 0.6 0.8 1.0 4:
i-------------Outputpower—Rated power ----------?i
RS481 interface SMA Cluster Controller
DMdBSCBLSIO CLCON-10
I'
PERMIT #� 6-
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
CODE COMPLIANCE
DA R CO BY
• StandordYon
es O Optional eaturNot a
Data at nomditions
•
CONNECTION UNIT , 0100 -CJS
G
LL
I
PERMIT # e2u�2__ 115�52
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
The Connection Unit is an optional system
component of the Sunny Tripower TL -US
series and includes combiner box and -
disconnect functionality in one convenient }
housing. Its integrated reverse polarity;
indicator supports safe installation.
Technical data
Connection Unit
1000 V
Input [DC)
Max. DC voltage
_ 1000 V
Number, of input source circuits Istrings)
8(4+4)
Input conductor size
#12 to #6 AWG
Max. fuse size_20
A
Output (DC)
Output circuits
2
Outputconductorsize _
# 12 to #2 AWG
Max. rated continuous current / per output circuit _-_
66 A / 33 A
Protection devices
Touchsafe fuse holders
•
Reverse polarity indicator
• _ - -
_ load•break rated output disconnect
•
General data
Dimensions (W / H J D) in mm (in)
500/ 380/ 140 (19.7/ 15,0/5.5)"
Packing dimensions (W / H / D) in mm (in)
- - .
520/420/200(20.5/ 165/7.9)
Weight- _ -
5.5 kg (12 lbs) _
- Packing- weight _
_-
_ b.Okgjt31s)
Protection rating _ _-
NEMA 3R _
Features
Cer)ificatesand permds (pending)
r-
• Standard features 0 Optional features - Not available
Type desi nation
YP 9. _
_-CU-1000- S-10
Toll Free +1 888 4 SMA USA
www.SMA-America.com SMA America, LLC
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0" See Blow
^3" Min. 'r
Distance depends M
on tilt angle
l
( e
see angchart)
r 2 J
Assemble re -usable grade stakes (ProSolar.metal grade
stake kit shown). Recommend 2N 4 vertical. support.
ODig footings. '' Use 1/2", drill bit and 9/16" socket to attach grade
Lateral (left to right) footing spans stake'kit to 2" x 4". Attach 1" x 4" wooden horizontal
listed on page 4 (bottom). Front to support using 3-1/2" (min.) C -clamps. Grade stake kit
rear footing spans listed in angle Includes: 24" threaded metal stake, aluminum spacer
charts on page 4 (top). Refer to block, bolt and washer.
engineering reports for footing specs.
J
OPlace horizontal'l-1/2" schedule 40
galvanized water pipe with slip-on .
Hollaender® Tees. Adjust C -clamps i
as necessary to level pipe. A
I I
'i
y 1
I I
I I 2"
I
I I I
lig' I�
r j
®Measure vertical pipe lengths,
allowing 2" (min.) from bottom
of footing to avoid pipe contact
with moisture.
I O
Insert vertical pipes Into
tees and fasten lower tee
set screw. Center pipes in
footings by sliding left or ,
right. Pour or pump mixed
concrete into footings.
" A'Rest rail on'top of horizontal pipes. Run string level L
on top or bottom to align tops of support rails. _ w •_ _ - -� -� y
' Fasten rail in-place by --using GroundTrac® drill -guide
- *along top and bottom of horizontal pipes. Drill `..
U -bolt locking holes in. place. Leave at least one drill "
guide attached after'drilling to keep rail in place.
2 Min � i•
l.+.... ... .-..ter. -✓ ..- .. . ., � -.0 . a...- . ... ., `. ..... - W ® i
GroundTrac® Drill Guide z
. n Base and Drill Bit: ,
" Install at least
one rail every 10'
for proper pipe
spacing.
EZ rail
endcap
10AX
Insert U -bolt into locking rail holes and place
Drop -N -Lock insert into the rail. Remove
remaining drill guide and proceed with other rails.
BUTTE COUNTY
bUIL®IIVG ®MSI®N
Remove grade stakes.VE®
® Tighten all tee set screws APp
to 17 ft -lbs with. torque
wrench. Install remaining
rails, evenly tightening
U -bolt nuts.
Pre -assemble clamping
hardware and install solar
modules and EZ rail endcaps.
Install 1-1/2" plastic pipe
endcaps for .schedule 40 pipe
as necessary.
OCompleted
installation.
24" x 2-1/2" Support Rail
pports up to (3) 39.5" Wide Modules
''o �l
I
I. 124"
i 2-1/2"
84"
136" x 2-1/2" Support Rail
Supports up to (4) 32.5" Wide Modules
C}
I
32.5"
136Y. "
84"
• 64" x 3" Support Rail
Supports up to (4) 39.5" Wide Modules
1
Front
124" and 136" Rail
50 . 108"
to Rear
100 106"
xray
Footing
• 39.5"
gle
Distance
8'
00
84"
300
0
1
30" Max (-----
from top I—'---
of footing I— — —
rl
Front
124" and 136" Rail
50 . 108"
to Rear
100 106"
xray
Footing
Angle Chart
gle
Distance
8'
00
84"
300
0
84„
See Angle Chart
00
83"
250
150
81"
20
200
79"
1
250
76"
ed
300
73"
30" Max (-----
from top I—'---
of footing I— — —
rl
e`er
T3.
f
--
73" -------J j j Ijl
76" -—._._._.� I i �jl
79" ------------ j Ijj
81" ----------- 60" Max
Ijl from top
83" —------------ijl of footing
84"
84" —•------------
124" and 136" Rail
Refer to engineering
report for footing specs
164" Rail
Angle Chart
t`xed
sob
— — 101"
— — 104"
— — 106""
--- 108
- .108"
164" Rail
�\ Refer to engineering report for footing specs
GroundTrac@ Rail Sizes
Y to
Front
to Rear
Array Footing
Angle Distance
00 108"
50 . 108"
Number of Modules
100 106"
(4) 32.5" wide
modules
150 104"
Lateral (left to right) footing
span (max) non -snow load
200 101"
e`er
T3.
f
--
73" -------J j j Ijl
76" -—._._._.� I i �jl
79" ------------ j Ijj
81" ----------- 60" Max
Ijl from top
83" —------------ijl of footing
84"
84" —•------------
124" and 136" Rail
Refer to engineering
report for footing specs
164" Rail
Angle Chart
t`xed
sob
— — 101"
— — 104"
— — 106""
--- 108
- .108"
164" Rail
�\ Refer to engineering report for footing specs
GroundTrac@ Rail Sizes
Y to
124" x 2-1/2"
136" x 2-1/2"
164" x 3"
Number of Modules
(3) 39.5" wide
modules
(4) 32.5" wide
modules
(4) 39.5" wide
modules
Lateral (left to right) footing
span (max) non -snow load
10'
10'
8'
Lateral (left to right) footing
span (max) 30 Ib/ft2 snowload
6'
6'
Not snowload
rated
Front to back footing spacing
See Angle Chart
See Angle Chart
See Angle Chart
Pre -slotted rails at:
84" on Center
84" on Center
108" on Center
00
Photo courtesy: Accurate Mr & HetVlc
Professional Solar Products (ProSolar) • 1551 SAlose lose Ave., Oxnard, CA 93033
'
.,805-486-4700 a www.p.rosolar.com
@Professional Solar Products, Inc March 2011. Grouncr rac@ is a registered trademark and covered under pat.#6,360,491
_ T
professional
*SOLAR
products
offous
io
Intertek
4007217
U12703
•
Green lock
washer indicates
electrical bond
Assembled Self -bonding
Mid Clamp With SS Bus Bar
Self -bonding Mid
Clamp Fastened on Rail
(solar module not shown)
PERMITY—�7
BUTTE COUNTY DEVELOPMENT SERVICES
COEVIEWED FOR
CO �OMPLI NCE
DAT ®Y_
ProSolaro RoofTraco
Bonding and Grounding Guide
(Patent Pending)
Applies to GroundTrac® and SolarWedge®
mounting systems which utilize the RoofTrac®
rail/clamp design.
For RoofTrac® Rail Bonding Splice
• Drill 1/2" holes at bottom of rails with 1/2" 1110 Irwin
Unibit® using the rail support as a hole location guide.
• Insert 5/16" bolt through support holes and hand
thread into thread rail splice insert. Fasten to 15 ft -lbs.
For Bonding Module Frame and Clamps to Support Rail
• Fasten pre -assembled mid -clamp assembly to module
frame, to 15 ft -lbs.
Module Frame Design:
double wall, aluminum, 1.2"-2.0" tall, 0.059"-0.250"
thickness, UL1703 or equivalent tested module.
UL467 standard tested bonding equipment for use with
Professional Solar Products (ProSolar®) support rail.
Bonding of module to RoofTrac® rail via ProSolar® rail
channel nut using buss bar.
Bonding of RoofTrac® rail to RoofTrac® rail via ProSolar®
UL467 tested universal splice kit (splice insert and
splice support).
Grounding of RoofTra& rail via Ilsco SGB -4 rail lug.
System to be grounded per National Electrical Code (NEC).
See NEC and/or Authority Having Jurisdiction (AHJ) for
grounding requirements prior to installation. See final
run (racking to ground electrode) grounding equipment
installation instructions for specific installation information.
COPYRIGHT PROFESSIONAL SOLAR PRODUCTS 2015: All information contained in this manual is property of Professional Solar Products (PSP).
TileTra& is a registered trademark for PSP and is covered under U.S. patent #5,746,029. RoofTra& and FastJace are registered trademarks for PSP
and are covered under U.S. patent #6,360,491. RoofTra& bonding designs patent pending.
ProSolar® UL2703 Bonding and Class A Fire Rating Page 1 of 4
professional
�SOLAR
products�
Can be placed
under module to -
hide connection
if desired
ProSolar® RoofTrac®
Bonding and Grounding Guide
(Patent Pending)
Basic Wiring Diagram
rounding Connection
;O SGB -4 rail ground connection
rOVISION
APS
Grounding
Lug
Grounding
Lug
• L
COPYRIGHT PROFESSIONAL SOLAR PRODUCTS 2015: All information contained in this manual is property of Professional Solar Products (PSP).
TileTra& is a registered trademark for PSP and is covered under U.S. patent #5,746,029. RoofTra& and FastJack® are registered trademarks for PSP .
and are covered under U.S. patent #6,360,491. RoofTra& bonding designs patent pending.
ProSolar® UL2703 Bonding and Class A Fire Rating Page 2 of 4
y r
' .1
a Listing Constructional Data Repo rt•(CDR)`
1.0 Reference and Address
Report Number. 100779407LAX-003 Original Issued:
14 -Sep -2012
Revised: 28 -Apr -2015
Standard(s)
UL Subject 2703 - Outline of Investigation Rack Mounting Systems and Clamping Devices for `
Flat -Plate Photovoltaic Modules and Panels. -issue #2: 2012/11/13
Applicant
Professional Solar Products, Inc.
Manufacturer
Professional Solar Products, Inc.
Address
1551 S. Rose Avenue
Oxnard, CA 93033
Address
1551 S. Rose Avenue ;
Oxnard, CA 93033
Country
USA .
Country-
USA
Contact
Stan Ullman
Contact
Stan Ullman .
Phone
(805) 486-4700
Phone '
(805) 486-4700
FAX .
(805) 486-4799
FAX
(805) 486-4799 -
Email,
s a r)rosolar.com . '
Email
s@prosolar.com
t
y r
` - •r � .J�` Vii: ' ++ : •} . t •. :y la - y + + 1'' , •, w
• Page 1. of 63
This report is for the exclusive use of Intertek's Client and is provided pursuant to the agreement between Intertek and its Client. Intertek's responsibility and
liability are limited to the terms and conditions of the agreement.,Intertek assumes no liability to any party, other than to the Client in accordance with the '
agreement, for any loss, expense or damage occasioned by the use of this report. Only the Client is authorized to permit copying or distribution of this report and
" then only in its entirety. Any use of the Intertek name or one of its marks for the sale or advertisement of the tested material, product or service must first be.
approved in writing by Intertek. The observalions and test results in this report are relevant only to the sample tested: This report by itself does not imply that the,
,r material, product, or service is or has ever been under an Intertek certification program:'
1 ' i ProSolar®UL2703 Bonding and Class A Fire Rating Page 3 of 4
r r Report No. 100779407LAX-003 Page 2 of 63 :'; Issued: 14 -Sep -2012
Revised: 28 -Apr -2015
Professional Solar Products, Inc.
2.0 Product Description
Product
Photovoltaic Racking System
Brand name
ProSolar
The product covered by this -listing report is a rack mounting system. It is designed to be ,
installed on a roof. It will be secured by means of Fast Jack or Tile Trac attachments,
depending on the type of roof it is intended to be installed upon. The Rooftrac mounting system
is comprised of support rails and top-down clamping hardware. This device can be used on
most standard construction residential roof -tops.
This system is in compliance with the mounting, bonding and grounding portions of UL Subject
2703. This system has the following fire class resistance ratings:
Class A for Steep Slope Applications when using Type 1 or Type 2, Listed Photovoltaic
Modules. Class A for Steep Slope Applications when using IType' 2, Listed Photovoltaic Modules
with or without the wind skirt. Class A for Low Slope Applications when using Type 1, Listed
Photovoltaic Modules when a minimum of 12" gap between the roof surface and the bottom of
the module is maintained. Class A for Low Slope Applications when using Type 2, Listed '
Photovoltaic Modules when a minimum of 14" gap between the roof surface and the bottom of
the module is maintained
RoofTrac has different types of bonding and grounding, below is a list of them:
Bonding of module -to -Roof Trac rail via Weeb PMC
Description
Bonding of module-to-RoofTrac rail via ProSolar rail channel nut using buss bar.
Bonding of module -to -Roof Trac rail via Ilsco SGB -4 lugs ' . , 1.
Bonding of Roof Trac rail -to -Roof Trac rail via Weeb Bonding Jumper -6.7 .,.
Bonding of Roof Trac rail -to -Roof Trac rail via Ilsco SGB -4 Lugs
Bonding of RoofTrac rail-to-RoofTrac rail via ProSolar ULA67 tested universalkit (Splice
_splice
Insert and Splice Support)
Issuance of this report is based on testing to PV module frames with a height of.1 1/4 inch to 2
inches - - - �♦
The grounding of the entire system is intended to be in accordance with the latest edition of the
National Electrical Code, including NEC 250: Grounding and Bonding, and NEC 690: Solar
Photovoltaic Systems. Any local electrical codes must be adhered in addition to the
national electrical codes.
This product investigation was performed only with respect to specific properties, a limited
range of hazards, or suitability for use under limited or special conditions. The following -
risks and other properties of this product have not been evaluated: electric shock, Ultraviolet
light exposure.
Models
RoofTrac
Model Similarit
N/A
Fuse rating: 20 A
Mechanical Load: 30 PSF '
Fire Class. Resistance Rating:
Ratings
Class A for Steep Slope Applications when using Type 1 and Type 2, Listed Photovoltaic
Modules. ' -
Class A for Low Slope Applications w_ h_en using Type 1 and Type 2, Listed Photovoltaic r
Modules
Mechanical load was tested using 60 Cell Canadian Solar Modules model CS6P with 40mm '
Other Ratings-
frame height and maximum span of 48 inches using 4 inch and 6 inch Til Traaae�cNfastJack
9. � i ,. ,.
posts with 1-1/2 inch tall RoofTrac rail. And maximum span of 6 inch
r
TileTrac or FastJack with 2-1/2 inch tall RoofTrac rail. ��cw_ustn � oR114nd
��� ®,��
'
' ProSolar® UL2703 Bonding and Class A Fire Rating Page 4 of 4 ED 163.15 (1 -Jan -13) Mandatory
WEEB Lug r,
{
' The WEEB Lug consists of a WEEB (Washer, Electrical Equipment Bond), lay-in lug, and hardware. It is
used with one solid or stranded copper wire (6AW6 to 14AWG), or two copper wires (10AWG to 12AWG)
to provide a continuous ground on roof or ground mounted solar systems. Unlike traditional lay-in lugs,
the WEEB Lug does not require surface preparation on rail or module to install. The WEEB Lug is
.: installed using a 1/4-20 stainless steel screw which tightens theWEEB, allowing the specialized teeth to
embed into anodized aluminum, galvanized steel, or any electrically conductive metal to establish a gas f
tight electrical connection. The tin-plated Lug assures minimum contact resistance and protection against ,
corrosion. The copper wire is clamped by a 1/4-28 stainless steel screw, which is horizontal to the tang for
easy access when mounted under a PV module. The low profile of the WEEB Lug allows it to be installed
in.a variety of positions and comes with hardware to mount it to a rail or through a. 1/4 inch clearance hole.
t Material: 304 stainless steel, tin-plated'copper, outdoor rated. '
z ' - Low profile design
• Multiple equipment ground conductor allowance:
One 14 AWG to 6 AWG or two 10 AWG, two 12 AWG .
• Listed to ANSI/UL 467 by Intertek ETL • '
• ". •. , 1
Contact us at: 845.247.4708 www.we-llc.com
V I N C I ASS O':CIATES
(51ruclur l &_gm'ers
June 8, 2016 PERMIT# 131% 15 2
i
BUTTE COUNTY. DEVELOPMENT SERVICES
' Chico Electric a ..REVIEWED FOR
36 W. Eaton Road
CODE COMPLIANCE
Chico, CA 95973- •
BATF= o _ to
Subject: Review of minimum footing requirements
Project- (356). Module Photovoltaic Groundmount Installation (4: Arrays) .
Charles R Crain Jr
' 6 Mi W on Nord / Giannella Rd from Nord 1000 South, 'Chico, CA
V&A Project No. 12-3457
'. The purpose. of this report is to provide a site specific analysis .of the minimum footing
requirements for the photovoltaic array, groundtrac installation at 6. Mi W on Nord / Giannella Rd
from Nord 1000 South in Chico, CA.
Based upon our review of the 4 Photovoltaic -Arrays; installed 4. modules high and 26
' modules wide. The PV Array shall have a transverse spacing of approximately 5.58 feet
on center and a longitudinal spacing of 8.73 feet maximum. Based upon a wind speed
'of 100 mph, Exposure C, it was determined that the minimum required footing depth is.
• 36 inches minimum below grade for the front 1.2 inch diameter footing and 36 inches
min below grade for the rear footing for a,12 inch diameter_pier footing. The footing sizes
are based upon the worst case loading due to horizontal and vertical wind loading.
Refer to attached calculations and details for additional information.
Our professional services have been performed using the degree of care and s i ordinarily
exercised .under similar circumstances by reputable engineers practicin i t 's ocality. No
other warranty, ex ressed or implied, is made as to the professional o t' n cluded in this.
report. We h p t is provides you with the information you need at ti Please call u's
if you have estions regarding this report.
Sincer o
VIN ASSOCIATES
N. 11
Ex 31!
' Ja s . Vinci, S.E. m �*
of p,L�F
U ense No. S-4411
•
175 E. WILBUR ROAD, STE 103 THOUSAND OAKS, CA 91360
p 805.496=2100 f 805.496-2442 a vinci@vincise.com
' DATE: 6/8/2016 VINCI &ASSOCIATES
,PROJECT: Charles R Crain Jr , cSlruclura/ Cngineers
' 6 Mi W on Nord / Giannella Rd from7N0rj1i &ab$TE 103: THOUSAND OAKS, CA 91360
Chico, CA p 805.496.2100 • f805.496.2442 • eVinci@VinciSE.com
cAMT: Chico Electric
' . DESIGN DATA:
SHEET:
Al
JOB NO.:
12-3457
ENGR.:
JRV
100
4
WIND DESIGN CRITERIA:
'
BASIC WIND SPEED =
100
mph
(ASCE 7-10: Risk Category /per Table 1.5-1.&
Figure
26.5-1C)
'
WIND EXPOSURE =
C,
GROUND SNOW LOAD =
0
psf
SOLAR MODULE ARRAY DATA
_
Sloped Dimension of Array =
164
~ in
'
Angle of Array =
30
degrees
Slope of Array: =
6.00
:12
'
No. of Modules in Transverse Direction =
4
No. of Modules in Longitudinal Direction =
26
'
w Total No. of Modules in Project =
356
+ Transverse Post Spacing =
5.58
ft
'
Longitudinal Post Spacing =
8.73
ft
Number of supports- Transverse Direction =
2
'
Diameter of Pier Footing _
12
in
Number of Arrays =
4
'
Array Uniform Load J =
2.8
psf
tSOIL
DESIGN CRITERIA (Based upon Chapter 18
of CBC)
Allowable Soil Bearing Pressure _
1500
psf
Allowable Soil Lateral Bearing =
200
pcf
'
Allowable Shaft Skin Friction / Cohesion' =
130
pcf
4
PROJECT Charles R CraihJr .�, ?AA
PAGE : ,A2
CLIENT 6 Mi W on Nord:/4Giahnella Rd from. Nord 1000 South, DESIGN BY : JRV
JOB NO. 15 3457, �_,__ DATE . �Q6108/1.6 REVIEW BY :,
Wind Anal sis;fob-Ope'n;Structure (SolarPanels) Basw;on:'ASCE 7 20F10;?� ,�3_ / 2013 CBC
INPUT DATA
Exposure category (B. C or D) _
Importance factor, 1.0 only, (Table 1.5-2) IW = 1.00
Basic wind speed (ASCE 7-10 26.5.1) V = -1,00 mph
Topographic factor (26.8 8 Table 26.8-1) K,_ 1.00,r. Flat Jslope
Height of mean roof h = ;508. ft i2
Roof slope 6;00' 12 t
Roof length L = 10 ft
Roof horizontal projected width B = 10 ft
Effective area of component / cladding A = "' 10+ ftz a (Prolededl
DESIGN SUMMARY
1. Main Wind -Force Resisting System
Max horizontal force/ base shear from roof = 1.52 kips
+ 0.15 kips (eave & columns increasing)
E 1.68 kips
Max vertical download force = 3.05 kips
Max vertical uplift force = 2.65 kips
Max moment at centroid of base from roof = 10.74 ft -kips
+ 1.07 ft -kips (eava & columns increasing)
E 11.82 ft -kips
2. Component and Cladding Elements
Max inward pressure = 75 psf
Max net outward pressure = 74 psf
ANALYSIS
Velocity pressure
qh = 0.00256 Kh Krt Kd V2 = 18.50 psf
where: qh = velocity pressure at mean roof height, h. (Eq. 28.3-1 page 298 & Eq. 30.3-1 page 316)
Kh = velocity pressure exposure coefficient evaluated at height, h, (Tab. 28.3-1, pg 299) = 0.85
Kd = wind directionality factor. (Tab. 26.6-1, for building, page 250) = 0.85
h = height of mean roof = 5.08 ft
Main Wind -Force Resisting System (Sec. 27.4.3)
p=ghGCN
F=pAf
where: G = gust effect factor. (Sec. 26.9) = 0.85
0 = roof angle = 26.57 degree
< 45 deg. [Satisfactory]
A, = roof actual area. = 55.9 ft2, windward
55.9 ft2, leeward
CN = net force coefficients. (Fig. 27.4-4, page 267)
Check Fig. 27.4-4 limitation h / B = 0.51 within [0.25 , 1.01 [Satisfactory]
0
WIND TO BOTTOM, y = 0°
CLEAR FLOW OBSTRUCTED
WIND TO TOP, y = 180°
CLEAR FLOW OBSTRUCTED
CASE CNw CNL CNW CNL CNW CML CNW CNL
A
-1.66
-1.71
-1.50
-1.75
_ 1.92
1.96
0.55
-1.00
p (psf)
-26.14
-26.86
-23.58
-27.58
30.14
30.86
8.71
-15.72
26.57
F (kips)
-1.46
-1.50
732
-1.54
1.68
1.72
0.49
-0.88
B 1
-2.45
-0.41
-2.30
-1.01
2.42
0.86
1.46
0.05
p (psf) 1
-38.58
-6.42
-36.16
-15.85
38.00
13.56
22.99
0.85
F (kips) 1
-2.16
-0.36
-2.02
1 -0.89 1
2.12
0.76
1 1.29 1
0.05
0
' DATE: 6/8/2016 VINCI &
ASSOCIATES SHEET:
A3
PROJECT: Charles R Crain Jr 61n clura/ (Sngineers
JOB NO.:
09-3457
6 MI W on Nord / Glannella Rd1fffaV rd *Q@0 $TE 103 -,THOUSAND OAKS,
CA, 91360 ENGR.:
JRV
' Chico, CA p805.496.2100 • 1`805.496.2442 - e vinci@VinciSE.corn
CLIENT: Chico Electric
FOOTING DESIGN - PV Sloped Dimension:
164 in
ATYPICAL
PV Array Angle:
30 degrees
Post Spacing:
8.73 ft -
No. of Supports:
2
Footing Diameter (d):
12 yin
MAXIMUM VERTICAL FORCE: 3.05 k
/ (10.0 x 10.0 ) =
30.50 psf x 0.6 =
18.30 psf
' MAXIMUM UPLIFT FORCE: 2.65 k
/ (10.0 x 10.0 ) =
26.50 psf x 0.6 =
15.90 psf
r
ASD factor
GROUNDTRAC SYSTEM CAST INTO EARTH
Maximum Vertical Load: (Worst Case: DL+.Wind)
-
'
P = 18.30 psf + 2.8 psf DL +
0 psf snow
21.10
psf
P = 21.10 psf x ( 142 " /12"/ft) x ( 104.8 "
/12"/ft) = 2180
lbs for 2 Supports
P = 1090 lbs/footing
' Try 12" diameter footing
Soil Bearing = 1090 / (p x 0.50) =
1388.5 psf <<
1995 psf
1500 psf x 1.33 (CBC Table 1806.2)
'
Maximum Uplift Load:
Therefore O.K.
P = 15.90 psf - 2.8 psf DL =
13.10 psf
P = 13.099 psf x ( 142 " /12"/ft) x ( 104.8 "
/12"/ft) _ 1353
lbs for 2 Supports
' P = 677 lbs/footing
• Try 12" diameter x 36 " footing
Allowable uplift = Concrete DL + Soil Cohesion ( 130 psf x 1.33
) per CBC Table 1806.2
t[ (1>: x (d/2)2) x 150 pcf x 3.0 ft ] +
[ (n x d) x 3.00 ft
x 172.9 psf] = 1982
lbs
Design Ratio = ( 1,982 lbs / 677 lbs)
t
= 2.9
Therefore O.K.
1
t
1
r
DATE: 6/8/2016 VINCI
& ASSOCIATES SHEET: A4 '
PROJECT: Charles R Crain Jr
61ruclurai 6nyhwers JOB NO.: 09-3457
6 Mi W on Nord / Giannella Rd from FlSft 0I@80A8aTE 103 • THOUSAND OAKS, CA 91360 ENGR.: JRV
Chico, CA P 805.496.2100 • f 805.496.2442 • e vinci@VinciSE.com
,
CLIENT: Chico Electric
`
1.491
3.71
DESIGN OF PIER FOOTING & POST CHECKaFRONT;
DOST, ' x WINSD; ;: '
1.325
Post Spacing: 8.73 ft
2.5
Number of Columns: 2
1.193
'
Horizontal Load: 10.1 psf
252
Exposed wind surface 3 ft
3.05
'
-DESIGN BASED UPON NON -CONSTRAINED CBC
FORMULA:
(CBC Section 1807.3.2.1)
'
d = (A/2) (1 + ( 1 + (4.36h/A) )^.5))
A = (2.34 * P) / (S1 * b)
2.76
P
'
P = 110
lbs = 10.1 psf x 8.7 ft x 3 ft / 2 columns
PEO = 121
lbs = (Ph + P(0.5) ) / h (Use to design footing)
h = 5.08
ft (Average Height)
'
h S1 = 266
psf/ft x (d/3)" (includes 1.33 increase for wind)
b = 12
in (diameter or diagonal of square) '
d
GOVERNS >>>
Try d =
(ft)
S1 @ (1/3)d
(Psf)
A
Calc d
(ft)
2
183
1.491
3.71
2.25
206
1.325
3.45
2.5
229
1.193
3.23
2.75
252
1.084
3.05
3
2Z5
0:994.
2.89
3.25
298
0.917
2.76
DESIGN COLUMN
MCol = Ph = 558 ft -lbs '
Sol = M,oi / Fb = 0.29 in3 Fb = 0.66 x 35,000 psi
ASTM A53, Gr B
»»> USE: 1-1/2" Schedule 40 Pipe S= 0.33 in 1
with 12 inch diameter x 36 inch MIN. deep concrete footing.
t
' DATE: 6/8/2016 VIN ` C I & ASSOCIATES SHEET: A5
PROJECT: Charles R Crain Jr cslruclura/ Cay r2eers COs NO.: 09-3457
' 6 Mi W on Nord / Giannella Rd from M0Cl3j@90A9CSTE 103 • THOUSAND OAKS, CA 91360 ENGR.: JRV'
Chico, CA p805.496.2100 - f805.496.2442 • evinci@VinciSE.com y
AWWT- Chico Electric
' DESIGN OF PIER FOOTING & POST CHECK REAR POST FWIND��. ,
Post Spacing: 8.73 ft ,
' Number of Columns: 2
Horizontal Load: 10.1 psf
Exposed wind surface 3 ft
' -DESIGN BASED UPON NON-CONSTRAINED CBC FORMULA:
(CBC Section 1807.3.2.1)
d = (A/2) (1 + ( 1 + (4.36h/A) )^.5)) A (2.34 * P) / (S1 * b)
P
P = 1.10 lbs = 10.1 psf x 8.7 ft x 3 ft / 2 columns
h = 8.77 ft (Max Height) 6' Max to Brace
' S1 = 266 psf/ft x (d/3) (includes 1.33 increase for wind)
h J b = 12 -in (diameter or diagonal of square)
' 1 ,
Ve • ', t
1,,
GOVERNS >>>
Try d =
(ft)
S1 @ (113)d
(Psf)
A
Calc d
(ft)
2
183
1.357
3.73
2.25
206
1.206
3.48
2.5
229
1.086
3.26
2.75
252
0.987
3.08
3
275.:
0.905:
2:93
3.25
298
0.835
2.79
w F
' DESIGN COLUMN n
MCoi Ph = 659 ft-Ibs h'4= 6 ft
' Scoff = Mcoi / Fb = 0.34 in Fb = 0.66 x 35,000 psi
ASTM A53, Gr B
»»> USE: 1-1/2" Schedule 40 Pipe S = 0.33 in
with 12 inch diameter x 36 inch MIN. deep concrete footing.. j
Nord-Gianella Rd. ;-•
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ko
Proposed Solar :136'
Array Location z
LnL
�_.-- 165
,
' -.
1
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14
l • PERMIT #
BUTTE COUNTY DEVELOPMENT SERVICES
' REVIEWED FOR''
C COMP41�CE 1,
DATE q s
A PLOT PLAN
A In
300'-0"
- . •a
OraMry..MwN[cn nu2Nl.ap..Mt,MbtamtlNl. orphal IN..Wr,11t.r Fpt d O�. Ek<at.Mmry MD41UP let, uura0bctaM wrlAM pbrwtR.n a>ntrnrd(Ata ELauk. -• '^ - •G, j o J'�"•.t,
ELECnUCALCONTR MNG,SOLWENERGYASERVICE DATE: 6/9/16 Address:_
O D DRAWN: CW Nord-Gianelland. • SHEET: t
��� CHECKED: RS Chico, CA 95973 'Crain WaInut r "
:r;JLi� � Q � PROJECT: 16-4636 - � .• a ..
Office: (530) 891-1933 SCALE: As Noted • . �C98�1IN
-Fax: (530) 891-6749 Crotty RanchPLOT-CA Lib �4543450 D APN: 047-150-119-000
p 36 W}Eaton Road Chico, CA 95913 ww .ci iccelect ic.com j
,E
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r
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� w .. ,• � to . a "- ,
Y, s ♦ ! tp 'a � 1 s
' J, . Iv 1 - Proposed Solar r a • .
' �� i S .. S• J .
. ,. ' . Array -Location 136' .t -
GWaddles Around'
Working Area
Mn u LAS /�
04
Sl
1650'
r•' % Yi t fa >p, ] - . , 4� 1. '—' -. �i " _
T # COUNTY DEVELOPMENT SERVICES
PERMI
BUTTE
'REVIEWED FOR ,
DE COMPLI NC�E
LAN, DATEB
SWPP P
f i O.1 — 300'-0"
r „ •fit. •. . C ,'t , , M1 �` i' _. - «.. ii *� t k
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ELECTRICAL CONTRACTING, SOLAR ENERGY & SERVICE DATE: 6�9/16 Address:t.11 ?
0 ❑ DRAWN: CW Nord-Gianelland',` �' •4 f', SHEET:
CHICO i' CHECKED: RS Chico, CA95973' - Crain. Walnut. ,
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PROJECT': • 46-4636 l t -
Offim (530) 891-19333 SCALE . As Noted
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Fax: (50) 891-6749-,CrOtt ,Ranh SWPP
CA Lic j454345 0 y y
�: O j APN: • 047-150-1 ' + e~ r
p 36 V ton Road Chim, CA 95973 w�wxhimelec iccom -
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Che enne`Boesen " _ ` . , •-'
From: , a " ' ' ' Ben Garcia
Sent: Monday, September 19; 20167:28 AM'
To: Cheyenne Boesen
Subject: t '. FW: Request for Approval ..
,yi �lyY
Ben,GarCia Project Manager r'
36 V,V`Eaton Road Chico, CA 95973 I Ph: 530-8.91-1933x2118 I Ce11:530-520-1031 Fax: 530-8'91-
6749 1' www.chicoelectric.com s
pp mar -_.: *s•,e.r ay �s.,s '-,^; e:'aa-i3 '+�.,-f. m« gyp+ aa.'c�,y}'+""a:,a,�F '0,
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From: Lemon, Gary@DWR[mai Ito: Gary.Lemon(@watee.ca.Qov] }
Sent: Friday, September 16, 2016 3:50 PM
' To: Ben Garcia ;
Cc: Emami, Mitra@DWR
Subject: RE: Request for Approval '
Ben
I pulled up the,November 17, 1995 MOA we have with Butte County. Per the MOA the Board has only
10 -days to make comments and recommendations ori an application, It is my understanding that if we
- do'not-respond within 10 -days it should be assumed, by the County that'there are no.comments or
recommendations.
` Pg 5,,luies 18, 19, 20, 21 .
In. order'to be considered by County, all comments and recomrnendations-must be received by County within • '
teri'(10) working days of being sent to Board by facsimile.
•. _ . �. ' . • .! is '
Gary
----= ---------=----------
Gary W. Lemon P.E.
Permitting Section, Chief .
Central Valley Flood Protection Board
3310 El Camino Avenue
Suite 170 4
�.
Sacramento, CA 95821 r
Phone: (916) 574-0649
http://www.cvfpb.ca.gov/
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From: Ben Garcia [mailto:bgarcia@chicoelectric.corri]` '
Sent: Friday, September 16, 2016 9:40 AM
To: Lemon, Gary@DWR !
• Subject: Request for Approval
'Hi Gary, c
Here is the letter I'm talking about.
Ben G'a cia I i 1 je i. Vla ag(L
36,VV Paton Road Chico, CA 95973 Ph 530-891-1933.x21.8 I Cell: 530-520-1031 Fax: 530-891-
.6749I www.chicoelectric.com
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Total Control Panel
' + To: bearcia cr,chicoelectric.com ' Remove this sender from my allow list
-_. ,
From: garv.lemon@watenca.Rov r
You received this message because the sender is on your allow list. :, ,