mike lotti wednesday, july 06 ... · permit application set not for construction concord,...

From: Mike Lotti Sent: Wednesday, July 06, 2016 12:05 PM To: McWeeney, Jennifer (DEP); [email protected] Cc: Golden, Derrick; Thor Helgason; Taylor, Melissa; Waldeck, Garry (DEP); Andrew Bernstein;

E W Tatelbaum Subject: RE: Preservation of WR Grace Wells during solar farm construction (EMAIL 1 of 2 b/c of File

Size) Attachments: Concord Solar Project Site Plans June 29 2016.pdf

Jennifer Attached (EMAIL 1 of 2 b/c of File Size) please find the final draft Civil and Electrical designs for the proposed solar array to be installed this year at the 214Y Main Street property in Concord, MA. As discussed with Thor Helgason during my visit with him and as requested in your letter, we will protect and preserve the existing network of groundwater monitoring wells, extraction wells, and related infrastructure (e.g., piping, electrical conduits) located within the project area on the property. We will work directly with Thor during construction to make sure access is available to all site wells to the extent already agreed to by the current landowner.

We are currently finalizing approvals with the Town of Concord to allow for tree clearing and grading to start the week of July 18th (we do not have an exact date from our contractor yet, but it will be during that week, we anticipate 3 weeks of clearing and grubbing then ~2 weeks of grading to meet the storm water design).

Please call or reply with any comments or questions Thanks Mike

Michael Lotti, LSP, LEP 774-270-0834

From: McWeeney, Jennifer (DEP) [mailto:[email protected]] Sent: Monday, May 23, 2016 2:18 PM

To: [email protected]; Mike Lotti

Cc: Golden, Derrick ; Thor Helgason ; Melissa Taylor

; Waldeck, Garry (DEP)

Subject: Preservation of WR Grace Wells during solar farm construction

Good afternoon, Mr. Whelan and Mr. Lotti,

Attached please find a letter discussing the care and preservation of groundwater monitoring and extraction wells at the

WR Grace Superfund site during construction of the solar farm. Derrick Golden (EPA project manager for the Grace

Superfund site) and I would both to make sure that the wells are not damaged and that access is not limited during / as a result of construction of the solar farm.

Michael, thanks for talking to me on the phone. I was happy to hear that this was already on your radar (that you are planning to construct around the wells and piping, and that you are already in communication with Thor Helgason);

however, I am still sending the letter to put our concerns in writing. We want to confirm that there is clear

communication between us on this issue.

1

mailto:[email protected]:[email protected]:[email protected]:[email protected]:[email protected]:[email protected]:mailto:[email protected]:[email protected]:[email protected]

We look forward to hearing from you,

Jennifer McWeeney

Jennifer McWeeney, Environmental Analyst MassDEP, Bureau of Waste Site Cleanup One Winter Street, Boston, MA 02108 [email protected] 617-654-6560 Visit our web site: Department of Environmental Protection | MassDEP

2

mailto:[email protected]

PROJECT LOCATION

CMLP - WR GRACE SOLAR PROJECT PERMIT APPLICATION SET NOT FOR CONSTRUCTION

CONCORD, MASSACHUSETTS REVISED JUNE 2016

DEVELOPER:

KEARSAGE ENERGY, LLC

480 PLEASANT ST

SUITE B110

WATERTOWN, MA 02472

LAND OWNER:

CONCORD MUNICIPAL LIGHT PLANT

175 ELM ST

CONCORD, MA 01742

ENGINEER:

TIGHE & BOND, INC

53 SOUTHAMPTON RD

WESTFIELD, MA 01085

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PERMIT SET - NOT FOR CONSTRUCTION COMPLETE SET 12 SHEETS

SHEET NO. SHEET TITLE G-001 COVER SHEET

C-001 EXISTING CONDITIONS - 100 SCALE

C-002 EXISTING CONDITIONS - SOUTH 40 SCALE

C-003 EXISTING CONDITIONS - CENTRAL 40 SCALE

C-004 EXISTING CONDITIONS - NORTH 40 SCALE

C-005 PROPOSED CONDITIONS - 100 SCALE C-006 PROPOSED CONDITIONS - SOUTH 40 SCALE C-007 PROPOSED CONDITIONS - CENTRAL 40 SCALE C-008 PROPOSED CONDITIONS - NORTH 40 SCALE C-101 DETAILS - 1 C-102 DETAILS - 2 C-103 DETAILS - 3

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LEGEND

UTILITY POLE

MONITORING WELL

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NHESP PRIORITY HABITAT AREA

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100 FOOT BUFFER ZONE

50 FOOT NO BUILD ZONE

25 FOOT NO DISTURBANCE ZONE

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PROPERTY LINE

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PROPOSED CHAIN LINK FENCE

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1 INCH

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SCALES ACCORDINGLY

LIMIT OF WORK

VEGETATION LINE

LAYOUT & STORMWATER

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PROJECT NO: K-0092

DATE: 6/4/2016

FILE: Site.dwg

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PROPOSED ELECTRIC LINE

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100 SCALE

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DATE: 6/4/2016

FILE: Site.dwg

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FJH

SCALE:

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ORIGINAL DRAWING

1 INCH

IF NOT ONE INCH ON

THIS SHEET, ADJUST

SCALES ACCORDINGLY

CMLP - WR

Grace Solar

Project

Kearsarge

Energy, LLC

Concord,

Massachusetts

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EXISTING CONDITIONS

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1" = 40'

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MARK DATE

DESCRIPTION

PROJECT NO: K-0092

DATE: 6/4/2016

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DRAWN BY:

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FJH

SCALE:

VERIFY SCALE

BAR IS 1 INCH ON

ORIGINAL DRAWING

1 INCH

IF NOT ONE INCH ON

THIS SHEET, ADJUST

SCALES ACCORDINGLY

CMLP - WR

Grace Solar

Project

Kearsarge

Energy, LLC

Concord,

Massachusetts

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00 40' 80'

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MARK DATE

DESCRIPTION

PROJECT NO: K-0092

DATE: 6/4/2016

FILE: Site.dwg

DRAWN BY:

TJG

CHECKED:

BA/BSH

APPROVED:

FJH

SCALE:

VERIFY SCALE

BAR IS 1 INCH ON

ORIGINAL DRAWING

1 INCH

IF NOT ONE INCH ON

THIS SHEET, ADJUST

SCALES ACCORDINGLY

CMLP - WR

Grace Solar

Project

Kearsarge

Energy, LLC

Concord,

Massachusetts

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CONSTRUCTION ENTRANCE

SOLAR PANELS (TYP)

EQUIPMENT PAD LOCATION (TYP)

PERIMETER FENCE

LIMIT OF CLEARING

ALL STUMPS TO BE REMOVED

INSIDE THE FENCE LINE (EXCEPT

ON STEEP SLOPES)

ALL STUMPS TO REMAIN 10'

OUTSIDE OF FENCE LINE

EROSION CONTROL

ACCESS ROAD

LIMIT OF WORK

CMLP - WR

Grace Solar

Project

Kearsarge

Energy, LLC

Concord,

Massachusetts

VERIFY SCALE

BAR IS 1 INCH ON

ORIGINAL DRAWING

1 INCH

IF NOT ONE INCH ON

THIS SHEET, ADJUST

SCALES ACCORDINGLY

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MARK DATE

DESCRIPTION

PROJECT NO: K-0092

DATE: 6/4/2016

FILE:

Site.dwg

DRAWN BY:

TJG

CHECKED:

BA/BSH

APPROVED:

FJH

SCALE:SCALE IN FEET 00 100' 200'

GRAPHIC SCALE

PROPOSED CONDITIONS

100 SCALE

1" = 100'

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www.tighebond.com

ACCESS ROAD

LIMIT OF CLEARING



ON STEEP SLOPES)



LIMIT OF WORK

EROSION CONTROL

PERIMETER FENCE

SOLAR PANELS (TYP)

LOCATION OF EMEGENCY

OVERFLOW SWALE. SEE DETAILS

CMLP - WR

Grace Solar

Project

Kearsarge

Energy, LLC

Concord,

Massachusetts

VERIFY SCALE

BAR IS 1 INCH ON

ORIGINAL DRAWING

1 INCH

IF NOT ONE INCH ON

THIS SHEET, ADJUST

SCALES ACCORDINGLY

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LAYOUT & STORMWATER

A 6/2016

MODIFICATIONS

MARK DATE

DESCRIPTION

PROJECT NO: K-0092

DATE: 6/4/2016

FILE: Site.dwg

DRAWN BY:

TJG

CHECKED:

BA/BSH

APPROVED:

FJH


GRAPHIC SCALE

PROPOSED CONDITIONS

SOUTH 40 SCALE

1" = 40'

C-006


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EROSION CONTROL

ACCESS ROAD

EQUIPMENT PAD LOCATION

SOLAR PANELS (TYP)

CMLP - WR

Grace Solar

Project

Kearsarge

Energy, LLC

Concord,

Massachusetts

VERIFY SCALE

BAR IS 1 INCH ON

ORIGINAL DRAWING

1 INCH

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THIS SHEET, ADJUST

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PERIMETER FENCE

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LIMIT OF CLEARING

ALL STUMPS TO BE REMOVED INSIDE

THE FENCE LINE (EXCEPT ON STEEP

SLOPES)

ALL STUMPS TO REMAIN 10' OUTSIDE

OF FENCE LINE

LIMIT OF WORK

LAYOUT & STORMWATER

A 6/2016

MODIFICATIONS

MARK DATE

DESCRIPTION

PROJECT NO: K-0092

DATE: 6/4/2016

FILE: Site.dwg

DRAWN BY:

TJG

CHECKED:

BA/BSH

APPROVED:

FJH


GRAPHIC SCALE

PROPOSED CONDITIONS

CENTRAL 40 SCALE

1" = 40'

C-007


1" = 40'

C-008

00 40' 80'

SCALE IN FEET

GRAPHIC SCALE

PROPOSED CONDITIONS -

NORTH 40 SCALE

PERIMETER FENCE

EROSION CONTROL

LIMIT OF WORK

EQUIPMENT PAD LOCATION

ACCESS ROAD

LIMIT OF CLEARING



ON STEEP SLOPES)



SOLAR PANELS (TYP)

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FJH

SCALE:

APPROVED:

Concord,

Massachusetts

CMLP - WR

Grace Solar

Project

Kearsarge

Energy, LLC

DATE:6/4/2016

PROJECT NO:K-0092

1 INCH0

VERIFY SCALE

IF NOT ONE INCH ON

THIS SHEET, ADJUST

SCALES ACCORDINGLY

BAR IS 1 INCH ON

ORIGINAL DRAWING

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LAYOUT & STORMWATER

MODIFICATIONS

+

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LOCATION OF EMEGENCY

OVERFLOW SWALE. SEE DETAILS

NO SCALE

C-101

DETAILS - 1

Site.dwg

CHECKED:

DRAWN BY:

FILE:

TJG

BA/BSH

FJH

SCALE:

APPROVED:

Concord,

Massachusetts

CMLP - WR

Grace Solar

Project

Kearsarge

Energy, LLC

DATE:6/4/2016

PROJECT NO:K-0092

1 INCH0

VERIFY SCALE

IF NOT ONE INCH ON

THIS SHEET, ADJUST

SCALES ACCORDINGLY

BAR IS 1 INCH ON

ORIGINAL DRAWING

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DETAILS - 2

Site.dwg

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FILE:

TJG

BA/BSH

FJH

SCALE:

APPROVED:

Concord,

Massachusetts

CMLP - WR

Grace Solar

Project

Kearsarge

Energy, LLC

DATE:6/4/2016

PROJECT NO:K-0092

1 INCH0

VERIFY SCALE

IF NOT ONE INCH ON

THIS SHEET, ADJUST

SCALES ACCORDINGLY

BAR IS 1 INCH ON

ORIGINAL DRAWING

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C-103

DETAILS - 3

Site.dwg

CHECKED:

DRAWN BY:

FILE:

TJG

BA/BSH

FJH

SCALE:

APPROVED:

Concord,

Massachusetts

CMLP - WR

Grace Solar

Project

Kearsarge

Energy, LLC

DATE:6/4/2016

PROJECT NO:K-0092

1 INCH0

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IF NOT ONE INCH ON

THIS SHEET, ADJUST

SCALES ACCORDINGLY

BAR IS 1 INCH ON

ORIGINAL DRAWING

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MODIFICATIONS

solardesignassociates inc

HARVARD, MA 01451-0242 tel: 978-456-6855fax: 978-772-9715www.solardesign.com

CONCORD MLP

REVI

SION

NOT

ES

MARK DATE DESCRIPTION

PROF

ESSI

ONAL

STA

MP

THIS DRAWING IS FOR INFORMATION PURPOSES ONLY. CERTIFICATION ORVALIDATION IS TO BE DONE BY A PROFESSIONAL WITH EXPERTISE IN THEREQUIRED FIELD AND A LICENSE IN THE STATE THAT THE INSTALLATION

WILL RESIDE. CERTFICIATION OR VALIDATION TO BE INCLUDED AS PART OFTHE SUBMITTALS FOR PERMITTING OF THE OVERALL PROJECT.

90% SET FOR COMMENT

Saturday, July 02, 2016

CONT

RACT

OR

NAMESTREETCITY/ST/ZIPNOTES


SITE

SUBM

ISSI

ON

PV SITE PLAN

PV001

Concord MLP.plnAS NOTEDNLCH SHEET SIZE:

DRAWING NO.

DRAWING TITLE

FILE NAME

CHECKED BYDRAWN BY DATE DRAFTED:

DRAW

ING

SCALE7/2/2016ARCH D

CONCORD, MA 01742214Y MAIN STREET

ISSUED F

OR 50% S

ET FOR

COMMEN

T ONLY

NOT FOR

CONSTR

UCTION

WR GRACE SUPERFUND SITE

1 6/1/2016 50% SET FOR COMMENT

EQUIPMENT PAD 1 WITH2QTY 1500KW INVERTERS &

1650KW TRANSFORMER

EQUIPMENT PAD 2 W/ 1 QTY 1500KW INVERTER,1650KW XFMR,RECLOSER/RELAY SYSTEM,

PRIMARY METERING,CUSTOMER OWNED LOAD BREAK

NEW UTILITY- OWNEDPAD MOUNTED AC LOADBREAK, POCC

PROPOSEDUTILITY EMH 209

PROPOSEDUTILITY EMH 208

16 FT WIDE ENTRYGATE

SITE FENCE OUTLINEMIN 16 FT FROM PVARRAY

MEDIUM VOLTAGE UNDERGROUND FEEDER FROMEQPT PAD 2 TO UTILITY-OWNED LOAD BREAK &

P.O.C.C.

MEDIUM VOLTAGE UNDERGROUND FEEDER FROMEQUIPMENT PAD 1 TO EQUIPMENT PAD 2

NEW UTILITY- OWNEDUNDERGROUND FEEDER

N

a

b

a: 0.00°b: 15.00° CCW

CW

1 5.387 MWdc (4.500 MWac) PV SYSTEM WITH 14,760 QTY 365W MODULES AT 20° FIXED TILT256'0 128'64'

SHEET INDEXID

PV001

PV002

PV201

PV202

PV203

PV204

PV205

PV206

PV207

PV301

PV302

PV303

PV401

PV402

PV403

PV404

PV501

PV502

PV503

PV504

PV505

PV506

PV507

PV601

PV602

PV603

PV604

PV605

PV606

NamePV SITE PLAN

PV SYSTEM NOTES

COMBINER BOX SOURCE VIEW 1



SOURCE CIRCUIT LAYOUT 1



WIRING DETAILS

POLE AND TRENCH LAYOUT 1



COMBINER & TRENCH DETAILS

MODULE MOUNTING SPECIFICATIONS

MODULE MOUNTING DETAIL - SHEET 1

MODULE MOUNTING DETAIL - SHEET 2

EQUIPMENT PAD 1 - OVERALL LAYOUT

EQUIPMENT PAD 1 - CONDUIT LAYOUT

EQUIPMENT PAD 1 - REBAR & GROUNDING

EQUIPMENT PAD 2 - OVERALL LAYOUT

EQUIPMENT PAD 2 - CONDUIT LAYOUT

EQUIPMENT PAD 2 - REBAR & GROUNDING

UTILITY-OWNED LOAD BREAK PAD

AC SINGLE LINE

DC SINGLE LINE

DAS SINGLE LINE

LABELS

LABELS CONTINUED

DATASHEETS

Published

2 ADDRESS MAP 0 1000' 2000'

3 SIMILIAR GROUND MOUNT ARRAY

PHOTOVOLTAIC SYSTEM FOR CONCORD MLP214Y MAIN ST, CONCORD, MA 01742

20° FIXED TILT PV ARRAYAZIMUTH: 0° E OF S

MODULES DC POWER AC POWER ANNUAL ACENERGY

14,760/ 365W 5.387 MWdc 4.500 MWac 7.116 MWhr/yr

SECTION

UPPER

LOWER

TOTAL

4,806/ 365W 1.754 MWdc 1.500 MWac

9,954/ 365W 3.633 MWdc 3.000 MWac

2.316 MWhr/yr

4.8 MWhr/yr



CONCORD MLP

REVI

SION

NOT

ES


PROF

ESSI

ONAL

STA

MP



90% SET FOR COMMENT


CONT

RACT

OR



SITE

SUBM

ISSI

ON

COMBINER BOX SOURCEVIEW 1

PV201


DRAWING NO.

DRAWING TITLE

FILE NAME


DRAW

ING

SCALE7/2/2016ARCH D


ISSUED F

OR 50% S

ET FOR

COMMEN

T ONLY

NOT FOR

CONSTR

UCTION



1PV501

CB3-1"CB" = COMBINER BOX

INVERTER ID NUMBER

COMBINER ID NUMBER(TYP 1 THRU 10 PER INVERTER)

COMBINER CB1-1

COMBINER CB1-2

COMBINER CB1-3

COMBINER CB1-4

COMBINER CB1-5

COMBINER CB1-6

COMBINER CB1-7

COMBINER CB1-9 COMBINER CB1-8

COMBINER CB1-10

EQUIPMENT PAD WITHINVERTERS 1 & 2

TO CB1-1

TO CB1-3

TO CB1-5

TO CB1-7

TO CB1-2

TO CB1-4

TO CB1-6

TO CB1-8

TO CB1-9

TO CB1-10

ROW 1

ROW 2

ROW 3

ROW 5

ROW 4

ROW 7

ROW 6

ROW 22B

ROW 23B

ROW 24B

ROW 25B

ROW 26B

ROW 27

ROW 28

COMBINER ID KEY

ROW 18

ROW 9

ROW 16

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ROW 8

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1 COMBINER SOURCE VIEW 0 30' 60'

MATCH LINEA

MATCH LINEA



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90% SET FOR COMMENT


CONT

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DRAWING NO.

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FILE NAME


DRAW

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ET FOR

COMMEN

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NOT FOR

CONSTR

UCTION



1PV501


INVERTER ID NUMBER

COMBINER ID NUMBER(TYP 1 THRU 10 PER INVERTER)

COMBINER CB1-7


COMBINER CB1-10

COMBINER CB2-1

COMBINER CB2-2

COMBINER CB2-3

COMBINER CB2-4

COMBINER CB2-5

COMBINER CB2-6

COMBINER CB2-7

COMBINER CB2-8

COMBINER CB2-9

COMBINER CB2-10


TO CB2-8

TO CB2-10

TO CB2-9

TO CB2-7

TO CB2-6

TO CB2-1

TO CB2-4

TO CB2-5

TO CB2-2

TO CB2-3

TO CB1-9

TO CB1-10

ROW 24B

ROW 25B

ROW 26B

ROW 27

ROW 28

ROW 29

ROW 30

ROW 31

ROW 32

ROW 33

ROW 34

ROW 35

ROW 36

ROW 37

ROW 38

ROW 39

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ROW 41

ROW 42

ROW 43

ROW 44

ROW 45

ROW 46

ROW 47

ROW 48

ROW 49

ROW 50

COMBINER ID KEY

ROW 24A

ROW 25A

ROW 26A


MATCH LINEB

MATCH LINEB

MATCH LINEA

MATCH LINEA



CONCORD MLP

REVI

SION

NOT

ES


PROF

ESSI

ONAL

STA

MP



90% SET FOR COMMENT


CONT

RACT

OR



SITE

SUBM

ISSI

ON


PV203


DRAWING NO.

DRAWING TITLE

FILE NAME


DRAW

ING

SCALE7/2/2016ARCH D


ISSUED F

OR 50% S

ET FOR

COMMEN

T ONLY

NOT FOR

CONSTR

UCTION



1PV502


INVERTER ID NUMBERCOMBINER ID NUMBER(TYP 1 THRU 10 PER INVERTER)

COMBINER CB3-1

COMBINER CB3-2

COMBINER CB3-3

COMBINER CB3-4

COMBINER CB3-5

COMBINER CB3-6

COMBINER CB3-7

COMBINER CB3-8

COMBINER CB3-9

COMBINER CB3-10

EQUIPMENT PAD WITH INVERTER 3& MEDIUM VOLTAGE EQUIPMENT

UTILITY-OWNED PAD-MOUNTMEDIUM VOLTAGE LOAD BREAK

TO CB3-10

TO CB3-9

TO CB3-8

TO CB3-7

TO CB3-6

TO CB3-5

TO CB3-4

TO CB3-3

TO CB3-2

TO CB3-1ROW 52

ROW 53

ROW 54

ROW 55

ROW 56

ROW 57

ROW 58

ROW 59

ROW 60

ROW 61

ROW 62

ROW 63

ROW 64

ROW 65

ROW 66

ROW 67

ROW 68

ROW 69

ROW 70

ROW 71

ROW 72

ROW 73

ROW 74

ROW 75

ROW 76

COMBINER ID KEY

ROW 51


MATCH LINEB

MATCH LINEB



CONCORD MLP

REVI

SION

NOT

ES


PROF

ESSI

ONAL

STA

MP



90% SET FOR COMMENT


CONT

RACT

OR



SITE

SUBM

ISSI

ON


PV204


DRAWING NO.

DRAWING TITLE

FILE NAME


DRAW

ING

SCALE7/2/2016ARCH D


ISSUED F

OR 50% S

ET FOR

COMMEN

T ONLY

NOT FOR

CONSTR

UCTION



1PV501

SC3-1-560COMBINER CB1-1

COMBINER CB1-2

COMBINER CB1-3

COMBINER CB1-4

COMBINER CB1-5

COMBINER CB1-6

COMBINER CB1-7


COMBINER CB1-10


"SC" = SOURCE CIRCUIT

INVERTER ID NUMBER

SOURCE CIRCUIT ID NUMBER

COMBINER ID NUMBER

ROW 1

ROW 2

ROW 3

ROW 5

ROW 4

ROW 7

ROW 6

ROW 22B

ROW 23B

ROW 24B

ROW 25B

ROW 26B

ROW 27

ROW 28

SOURCE CIRCUIT ID KEY

SC1-1-1 SC1-1-2SC1-1-4

SC1-1-3

SC1-1-5

SC1-1-6 SC1-1-7 SC1-1-8

SC1-1-15

SC1-1-18

SC1-1-17

SC1-1-20

SC1-1-24SC1-1-26

SC1-1-25SC1-1-27

SC1-1-16

SC1-1-19

SC1-1-9

SC1-1-12

SC1-1-10

SC1-1-13

SC1-1-11

SC1-1-14

SC1-1-21 SC1-1-23SC1-1-22

SC1-2-28SC1-2-29SC1-2-30

SC1-2-32SC1-2-35

SC1-2-33SC1-2-36

SC1-2-34SC1-2-37

SC1-2-41SC1-2-45

SC1-2-40SC1-2-44

SC1-2-39SC1-2-43

SC1-2-38SC1-2-42

SC1-2-46SC1-2-50

SC1-2-47SC1-2-51

SC1-2-48SC1-2-52

SC1-2-49SC1-2-53

SC1-2-31

SC1-2-54 SC1-2-55SC1-3-59

SC1-3-56SC1-3-60

SC1-3-57SC1-3-61

SC1-3-58SC1-3-62

SC1-3-63SC1-3-70

SC1-3-64SC1-3-71

SC1-3-65SC1-3-72

SC1-3-66SC1-3-73

SC1-3-67SC1-3-74

SC1-3-68SC1-3-75

SC1-3-69SC1-3-76

SC1-3-80

SC1-3-83

SC1-3-79SC1-3-82

SC1-3-78SC1-3-81

SC1-3-77SC1-3-91

SC1-4-85SC1-4-88

SC1-4-86SC1-4-89

SC1-4-87SC1-4-90

SC1-4-92SC1-4-99

SC1-4-93SC1-4-100

SC1-4-94SC1-4-101

SC1-4-95SC1-4-102

SC1-4-96SC1-4-103

SC1-4-97SC1-4-104

SC1-4-98SC1-4-105

SC1-4-107SC1-4-110

SC1-4-108SC1-4-111

SC1-4-106

SC1-4-84

SC1-4-109SC1-5-116 SC1-5-117 SC1-5-118SC1-5-112 SC1-5-113 SC1-5-114

SC1-5-115

SC1-5-125SC1-5-120

SC1-5-126SC1-5-121

SC1-5-127SC1-5-122

SC1-5-128SC1-5-123

SC1-5-129SC1-5-124

SC1-5-137SC1-5-133

SC1-5-136SC1-5-132

SC1-5-135SC1-5-131

SC1-5-134SC1-5-130

SC1-5-119

SC1-5-139SC1-5-138

SC1-6-143SC1-6-141

SC1-6-144SC1-6-142

SC1-6-140

SC1-6-159SC1-6-157

SC1-6-160SC1-6-158

SC1-6-156

SC1-6-147SC1-6-146

SC1-6-145

SC1-6-150SC1-6-148

SC1-6-151SC1-6-149

SC1-6-155SC1-6-153

SC1-6-154SC1-6-152

SC1-6-164SC1-6-161

SC1-6-165SC1-6-162

SC1-6-166SC1-6-163

SC1-7-167SC1-7-168SC1-7-171

SC1-7-169SC1-7-172

SC1-7-170SC1-7-173

SC1-7-177SC1-7-180

SC1-7-176SC1-7-179

SC1-7-175SC1-7-178

SC1-7-181SC1-7-185

SC1-7-182SC1-7-186

SC1-7-183SC1-7-187

SC1-7-184SC1-7-188

SC1-7-191SC1-7-194

SC1-7-190SC1-7-193

SC1-7-189SC1-7-192

SC1-7-174

SC1-9-222SC1-9-223

SC1-8-195SC1-8-196

SC1-8-198SC1-8-200

SC1-8-199SC1-8-201

SC1-8-204SC1-8-207

SC1-8-203SC1-8-206

SC1-8-202SC1-8-205

SC1-8-209SC1-8-212

SC1-8-210SC1-8-213

SC1-8-211SC1-8-214

SC1-8-218SC1-8-221

SC1-8-217SC1-8-220

SC1-8-216SC1-8-219

SC1-8-197

SC1-8-208

SC1-8-215SC1-9-224SC1-9-227

SC1-9-225SC1-9-228

SC1-9-226SC1-9-229

SC1-9-231 SC1-9-238SC1-9-232SC1-9-240

SC1-9-233SC1-9-241

SC1-9-234SC1-9-242

SC1-9-230SC1-9-235 SC1-9-236 SC1-9-237

SC1-9-246SC1-9-245SC1-9-244SC1-9-243SC1-9-239

SC1-9-248SC1-9-247

SC1-10-257SC1-10-250SC1-10-258

SC1-10-251SC1-10-259

SC1-10-252SC1-10-260

SC1-10-253SC1-10-261

SC1-10-254SC1-10-262

SC1-10-255SC1-10-263SC1-10-256

SC1-10-249

ROW 18

ROW 9

ROW 16

ROW 15

ROW 14

ROW 13

ROW 12

ROW 11

ROW 10

ROW 8

ROW 17

ROW 19

ROW 20

ROW 21

ROW 22A

ROW 23A

ROW 24A

ROW 25A

ROW 26A

1 SOURCE CIRCUIT LAYOUT 0 30' 60'



CONCORD MLP

REVI

SION

NOT

ES


PROF

ESSI

ONAL

STA

MP



90% SET FOR COMMENT


CONT

RACT

OR



SITE

SUBM

ISSI

ON


PV205


DRAWING NO.

DRAWING TITLE

FILE NAME


DRAW

ING

SCALE7/2/2016ARCH D


ISSUED F

OR 50% S

ET FOR

COMMEN

T ONLY

NOT FOR

CONSTR

UCTION



1PV501

SC3-1-560

COMBINER CB1-7


COMBINER CB1-10

COMBINER CB2-1

COMBINER CB2-2

COMBINER CB2-3

COMBINER CB2-4

COMBINER CB2-5

COMBINER CB2-6

COMBINER CB2-7

COMBINER CB2-8

COMBINER CB2-9

COMBINER CB2-10



INVERTER ID NUMBER

SOURCE CIRCUITID NUMBER

COMBINER ID NUMBER

ROW 25B

ROW 26B

ROW 27

ROW 28

ROW 29

ROW 30

ROW 31

ROW 32

ROW 33

ROW 34

ROW 35

ROW 36

ROW 37

ROW 38

ROW 39

ROW 40

ROW 41

ROW 42

ROW 43

ROW 44

ROW 45

ROW 46

ROW 47

ROW 48

ROW 49

ROW 50

SC1-7-191SC1-7-194

SC1-7-190SC1-7-193

SC1-7-189SC1-7-192

SC1-9-222SC1-9-223

SC1-8-209SC1-8-212

SC1-8-210SC1-8-213

SC1-8-211SC1-8-214

SC1-8-218SC1-8-221

SC1-8-217SC1-8-220

SC1-8-216SC1-8-219

SC1-8-208

SC1-8-215SC1-9-224SC1-9-227

SC1-9-225SC1-9-228

SC1-9-226SC1-9-229

SC1-9-231 SC1-9-238SC1-9-232SC1-9-240

SC1-9-233SC1-9-241

SC1-9-234SC1-9-242

SC1-9-230SC1-9-235 SC1-9-236 SC1-9-237

SC1-9-246SC1-9-245SC1-9-244SC1-9-243SC1-9-239

SC1-9-248SC1-9-247

SC1-10-257SC1-10-250SC1-10-258

SC1-10-251SC1-10-259

SC1-10-252SC1-10-260

SC1-10-253SC1-10-261

SC1-10-254SC1-10-262

SC1-10-255SC1-10-263SC1-10-256

SC1-10-264 SC1-10-270SC1-10-276

SC1-10-269SC1-10-275

SC1-10-268SC1-10-274

SC1-10-267SC1-10-273

SC1-10-266SC1-10-272

SC1-10-265SC1-10-271

SC1-10-249

SC2-1-277 SC2-1-278SC2-1-279 SC2-1-280 SC2-1-281

SC2-1-282SC2-1-291

SC2-1-283SC2-1-292

SC2-1-284SC2-1-293

SC2-1-285SC2-1-294

SC2-1-286SC2-1-295

SC2-1-287SC2-1-296

SC2-1-288SC2-1-297

SC2-1-289SC2-1-298

SC2-1-290SC2-1-299

SC2-1-300SC2-1-303

SC2-1-301SC2-1-304

SC2-1-302 SC2-2-305SC2-2-311 SC2-2-312

SC2-2-306SC2-2-313

SC2-2-307SC2-2-314

SC2-2-308SC2-2-315

SC2-2-309SC2-2-316

SC2-2-310SC2-2-317

SC2-2-324SC2-2-332

SC2-2-323SC2-2-331

SC2-2-322SC2-2-330

SC2-2-321SC2-2-329

SC2-2-320SC2-2-328

SC2-2-319SC2-2-327

SC2-2-318SC2-2-326SC2-2-325

SC2-3-333 SC2-3-334SC2-3-335

SC2-3-336SC2-3-337SC2-3-345

SC2-3-338SC2-3-346

SC2-3-339SC2-3-347

SC2-3-340SC2-3-348

SC2-3-341SC2-3-349

SC2-3-342SC2-3-350

SC2-3-343SC2-3-351

SC2-3-344SC2-3-352

SC2-3-354SC2-3-358

SC2-3-355SC2-3-359

SC2-3-356SC2-3-360

SC2-3-353 SC2-3-357 SC2-4-361SC2-4-365 SC2-4-366

SC2-4-362SC2-4-367

SC2-4-363SC2-4-368

SC2-4-364SC2-4-369

SC2-4-370SC2-4-378

SC2-4-371SC2-4-379

SC2-4-372SC2-4-380

SC2-4-373SC2-4-381

SC2-4-374SC2-4-382

SC2-4-375SC2-4-383

SC2-4-376SC2-4-384

SC2-4-377SC2-4-385

SC2-4-387SC2-4-388

SC2-4-386SC2-5-389SC2-5-395

SC2-5-390SC2-5-396

SC2-5-391SC2-5-397

SC2-5-392SC2-5-398

SC2-5-393SC2-5-399

SC2-5-394SC2-5-400

SC2-5-409SC2-5-416

SC2-5-408SC2-5-415

SC2-5-407SC2-5-414

SC2-5-406SC2-5-413

SC2-5-405SC2-5-412

SC2-5-404SC2-5-411

SC2-5-402SC2-5-410

SC2-5-401

SC2-5-403

SC2-6-417SC2-6-418SC2-6-425

SC2-6-419SC2-6-426

SC2-6-420SC2-6-427

SC2-6-421SC2-6-428

SC2-6-422SC2-6-429

SC2-6-423SC2-6-430

SC2-6-424SC2-6-431

SC2-6-438SC2-6-444

SC2-6-437SC2-6-443

SC2-6-436SC2-6-442

SC2-6-435SC2-6-441

SC2-6-434SC2-6-440

SC2-6-433SC2-6-439

SC2-6-432SC2-7-445

SC2-7-446 SC2-7-447SC2-7-453

SC2-7-448SC2-7-454

SC2-7-449SC2-7-455

SC2-7-450SC2-7-456

SC2-7-451SC2-7-457

SC2-7-452SC2-7-458

SC2-7-464SC2-7-469

SC2-7-463SC2-7-468

SC2-7-461SC2-7-466

SC2-7-460SC2-7-465

SC2-7-459 SC2-7-462

SC2-7-470SC2-7-471

SC2-7-467

SC2-8-472SC2-8-473SC2-8-477

SC2-8-474SC2-8-478

SC2-8-475SC2-8-479

SC2-8-476SC2-8-480

SC2-8-486SC2-8-492

SC2-8-485SC2-8-491

SC2-8-484SC2-8-490

SC2-8-483SC2-8-489

SC2-8-482SC2-8-488

SC2-8-481SC2-8-487

SC2-8-493SC2-8-497

SC2-8-494SC2-8-498

SC2-8-495SC2-8-499

SC2-8-496 SC2-9-500SC2-9-503SC2-9-502

SC2-9-501SC2-9-504

SC2-9-510SC2-9-516

SC2-9-509SC2-9-515

SC2-9-508SC2-9-514

SC2-9-507SC2-9-513

SC2-9-506SC2-9-512

SC2-9-505SC2-9-511

SC2-9-517SC2-9-522

SC2-9-518SC2-9-523

SC2-9-519SC2-9-524

SC2-9-520SC2-9-525

SC2-9-521SC2-9-526

SC2-10-531SC2-10-535

SC2-10-530SC2-10-534

SC2-10-529SC2-10-533

SC2-10-528SC2-10-532

SC2-10-537SC2-10-540

SC2-10-538SC2-10-541

SC2-10-539SC2-10-542

SC2-10-545SC2-10-548

SC2-10-544SC2-10-547

SC2-10-543SC2-10-546

SC2-10-550SC2-10-552

SC2-10-551SC2-10-553

SC2-10-527

SC2-10-536

SC2-10-549


ROW 25A

ROW 26A




CONCORD MLP

REVI

SION

NOT

ES


PROF

ESSI

ONAL

STA

MP



90% SET FOR COMMENT


CONT

RACT

OR



SITE

SUBM

ISSI

ON


PV206


DRAWING NO.

DRAWING TITLE

FILE NAME


DRAW

ING

SCALE7/2/2016ARCH D


ISSUED F

OR 50% S

ET FOR

COMMEN

T ONLY

NOT FOR

CONSTR

UCTION



1PV502

SC3-1-560

COMBINER CB3-1

COMBINER CB3-2

COMBINER CB3-3

COMBINER CB3-4

COMBINER CB3-5

COMBINER CB3-6

COMBINER CB3-7

COMBINER CB3-8

COMBINER CB3-9

COMBINER CB3-10

EQUIPMENT PAD WITH INVERTER 3& MEDIUM VOLTAGE EQUIPMENT

UTILITY-OWNED PAD-MOUNTMEDIUM VOLTAGE LOAD BREAK


INVERTER ID NUMBER

SOURCE CIRCUIT ID NUMBER

COMBINER ID NUMBER

ROW 52

ROW 53

ROW 54

ROW 55

ROW 56

ROW 57

ROW 58

ROW 59

ROW 60

ROW 61

ROW 62

ROW 63

ROW 64

ROW 65

ROW 66

ROW 67

ROW 68

ROW 69

ROW 70

ROW 71

ROW 72

ROW 73

ROW 74

ROW 75

ROW 76

SC3-1-554SC3-1-555

SC3-1-556SC3-1-558

SC3-1-557SC3-1-559

SC3-1-560SC3-1-567

SC3-1-561SC3-1-568

SC3-1-562SC3-1-569

SC3-1-563SC3-1-570

SC3-1-564SC3-1-571

SC3-1-565SC3-1-572

SC3-1-566SC3-1-573

SC3-2-574SC3-2-581

SC3-2-575SC3-2-582

SC3-2-576SC3-2-583

SC3-2-577SC3-2-584

SC3-2-578SC3-2-585

SC3-2-579SC3-2-586

SC3-2-580SC3-2-587

SC3-2-594SC3-2-601

SC3-2-593SC3-2-600

SC3-2-592SC3-2-599

SC3-2-591SC3-2-598

SC3-2-590SC3-2-597

SC3-2-589SC3-2-596

SC3-2-588SC3-2-595

SC3-3-602SC3-3-609

SC3-3-603SC3-3-610

SC3-3-604SC3-3-611

SC3-3-605SC3-3-612

SC3-3-606SC3-3-613

SC3-3-607SC3-3-614

SC3-3-608SC3-3-615

SC3-3-622SC3-3-629

SC3-3-621SC3-3-628

SC3-3-620SC3-3-627

SC3-3-619SC3-3-626

SC3-3-618SC3-3-625

SC3-3-617SC3-3-624

SC3-3-616SC3-3-623

SC3-4-630SC3-4-637

SC3-4-631SC3-4-638

SC3-4-632SC3-4-639

SC3-4-633SC3-4-640

SC3-4-634SC3-4-641

SC3-4-635SC3-4-642

SC3-4-636SC3-4-643

SC3-4-650SC3-4-657

SC3-4-649SC3-4-656

SC3-4-648SC3-4-655

SC3-4-647SC3-4-654

SC3-4-646SC3-4-653

SC3-4-645SC3-4-652

SC3-4-644SC3-4-651

SC3-5-658SC3-5-665

SC3-5-659SC3-5-666

SC3-5-660SC3-5-667

SC3-5-661SC3-5-668

SC3-5-662SC3-5-669

SC3-5-663SC3-5-670

SC3-5-664SC3-5-671

SC3-5-673SC3-5-679

SC3-5-674SC3-5-680

SC3-5-675SC3-5-681

SC3-5-676SC3-5-682

SC3-5-677SC3-5-683

SC3-5-678SC3-5-684

SC3-5-672

SC3-6-685SC3-6-686SC3-6-692

SC3-6-687SC3-6-693

SC3-6-688SC3-6-694

SC3-6-689SC3-6-695

SC3-6-690SC3-6-696

SC3-6-691SC3-6-697

SC3-6-704SC3-6-710

SC3-6-703SC3-6-709

SC3-6-702SC3-6-708

SC3-6-701SC3-6-707

SC3-6-700SC3-6-706

SC3-6-699SC3-6-705

SC3-6-698

SC3-7-711SC3-7-717

SC3-7-712SC3-7-718

SC3-7-713SC3-7-719

SC3-7-714SC3-7-720

SC3-7-715SC3-7-721

SC3-7-716SC3-7-722

SC3-7-728SC3-7-733

SC3-7-727SC3-7-732

SC3-7-726SC3-7-731

SC3-7-725SC3-7-730

SC3-7-724SC3-7-729

SC3-7-723

SC3-8-739 SC3-7-735SC3-7-737

SC3-7-736SC3-7-738

SC3-7-734SC3-8-740SC3-8-742

SC3-8-741SC3-8-743

SC3-8-745SC3-8-750

SC3-8-746SC3-8-751

SC3-8-747SC3-8-752

SC3-8-748SC3-8-753

SC3-8-749SC3-8-754

SC3-8-759SC3-8-763

SC3-8-758SC3-8-762

SC3-8-757SC3-8-761

SC3-8-755 SC3-8-756SC3-8-760

SC3-8-765SC3-8-766

SC3-8-764

SC3-8-744

SC3-9-767SC3-9-769

SC3-9-768SC3-9-770 SC3-9-771

SC3-9-772

SC3-9-781

SC3-9-773SC3-9-777

SC3-9-774SC3-9-778

SC3-9-775SC3-9-779

SC3-9-776SC3-9-780

SC3-9-785SC3-9-789

SC3-9-784SC3-9-788

SC3-9-783SC3-9-787

SC3-9-782SC3-9-786

SC3-9-790SC3-9-792

SC3-9-791SC3-9-793

SC3-10-794 SC3-10-795SC3-10-797

SC3-10-796SC3-10-798

SC3-10-799

SC3-10-808

SC3-10-800SC3-10-804

SC3-10-801SC3-10-805

SC3-10-802SC3-10-806

SC3-10-803SC3-10-807

SC3-10-811SC3-10-814

SC3-10-810SC3-10-813

SC3-10-809SC3-10-812

SC3-10-815SC3-10-817

SC3-10-816SC3-10-818

SC3-10-819SC3-10-820


ROW 51




CONCORD MLP

REVI

SION

NOT

ES


PROF

ESSI

ONAL

STA

MP



90% SET FOR COMMENT


CONT

RACT

OR



SITE

SUBM

ISSI

ON

WIRING DETAILS

PV207


DRAWING NO.

DRAWING TITLE

FILE NAME


DRAW

ING

SCALE7/2/2016ARCH D


ISSUED F

OR 50% S

ET FOR

COMMEN

T ONLY

NOT FOR

CONSTR

UCTION



EXCESS MODULEWIRING. ATTACH TO

FRAMES PER PV207-3

HEYCO SUNRUNNER-90 CLIPTO ATTACH WIRING

PERPENDICULAR TO MODULEFRAMES, TYP 4 PER MODULE

HEYCO SUNRUNNERSTANDARD CLIP, TYP OF 4.

NOTE: NOT THE 90-DEGREE VERSIONALL MODULE WIRING BLOCKS

ORIENTED TOWARD CENTER OF RACK.BOTTOM ROW: WIRING BLOCKS ON TOPTOP ROW: WIRING BLOCKS ON BOTTOM

MODULE1

MODULE18

MODULE2

MODULE17

MODULE3

MODULE16

MODULE4

MODULE15

MODULE5

MODULE14

MODULE6

MODULE13

MODULE7

MODULE12

MODULE8

MODULE11

MODULE9

MODULE10

HOME RUNSTO COMBINER

SIDE OF SOURCE CIRCUITNEAREST TO COMBINER

SIDE OF SOURCE CIRCUITFARTHEST FROM COMBINER

MODULE INTERCONNECTS TO ALTERNATE& CROSS OVER INTERMEDIATE MODULES

HEYCO SUNRUNNER STANDARD CLIP,TYP OF 4 PER MODULE.

NOTE: NOT THE 90-DEGREE VERSION

EXCESS MODULEWIRING. ATTACH TO

FRAMES PER PV207-3

HOME RUNSTO COMBINER

SIDE OF SOURCE CIRCUITNEAREST TO COMBINER

MODULE1

MODULE2

MODULE3

MODULE4

MODULE5

MODULE6

MODULE7

MODULE8

MODULE9

MODULE18

MODULE17

MODULE16

MODULE15

MODULE14

MODULE13

MODULE12

MODULE11

MODULE10

SIDE OF SOURCE CIRCUITFARTHEST FROM COMBINER

5"

7"

MODULE WIRE CLIP,HEYCO SUNRUNNER,TYP 2 PER WIRE LOOP

EXCESS WIRING TO BEGATHERED IN A LOOP ASSHOWN

4 HEYCO SUNRUNNER 90 DETAIL 5 HEYCO SUNRUNNER DETAIL

1 TYPICAL SOURCE CIRCUIT WIRING OF ALL LINEAR STRINGS OF MODULES

2 SOURCE CIRCUIT WIRING FOR STRINGS ALONG TWO ROWS, WHERE ROW CONTAINS ODD QTY OF SOURCE CIRCUITS 3 WIRE LOOP DETAIL

CLIP BACKING CONNECTSTO MODULE FRAME

MODULE FACTORY WIRE ROUTEDPERPENDICULAR TO MODULE FRAME.TYP OF ALL "LEAP FROG WIRING" ASSHOWN IN DRAWING 1

ATTACH TOMODULE FRAME

WIRE PASSAGE

ATTACH TOMODULE FRAME

CAPACITY FOR2 WIRES HEYCO SUNRUNNER FOR USEPER DRAWING 3

(NOT THE 90-DEGREE VERSION)

HEYCO SUNRUNNER-90



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PV301


DRAWING NO.

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3PV401

ROW 1

ROW 2

ROW 3

ROW 5

ROW 4

ROW 7

ROW 6

ROW 22B

ROW 23B

ROW 24B

ROW 25B

ROW 26B

ROW 27

ROW 28

DC TRENCH FROMNORTH-MOST ROWS

DC TRENCH FOR ROWSADJACENT TO EQUIPMENT PAD

EXISTING GROUNDWATERRECOVERY SYSTEM. KEEPALL RACKING SYSTEM POSTSMINIMUM 2'-6" FROM CENTER

EXISTING WELLHEADS, KEEPCLEAR OF POSTS BY 2'-6"FROM CENTER

ROW 18

ROW 9

ROW 16

ROW 15

ROW 14

ROW 13

ROW 12

ROW 11

ROW 10

ROW 8

ROW 17

ROW 19

ROW 20

ROW 21

ROW 22A

ROW 23A

ROW 24A

ROW 25A

ROW 26A

XPVXXX

LEGENDCOMBINER BOX

EQUIPMENT PAD

MOUNTING SYSTEM POST LOCATION

TRENCH

SECTION MARKER, TYP TRENCH PROFILE,SEE DRAWING X ON SHEET PVXXX

EXISTING WELLS WITH 2'-6" OFFSET FOR RACKING POSTS

EXISTING GROUND WATER RECOVERY WITH 2'-6" OFFSET FOR RACKING POSTS

1 POLE AND TRENCH LAYOUT - INVERTER 1 0 30' 60'

MATCH LINEA

MATCH LINEA



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PV302


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2PV401

3PV401

2PV401

MEDIUM VOLTAGE TRENCH TOCONTINUE ALONG WEST EDGE

DC TRENCH TO BRANCHEASTWARD, TO CONNECT

TO SOUTH-MOST ROWS

COMMON TRENCH FOR DCAND MEDIUM VOLTAGE

ROW 25B

ROW 26B

ROW 27

ROW 28

ROW 29

ROW 30

ROW 31

ROW 32

ROW 33

ROW 34

ROW 35

ROW 36

ROW 37

ROW 38

ROW 39

ROW 40

ROW 41

ROW 42

ROW 43

ROW 44

ROW 45

ROW 46

ROW 47

ROW 48

ROW 49

ROW 50


ROW 25A

ROW 26A

XPVXXX

LEGENDCOMBINER BOX

EQUIPMENT PAD


TRENCH





MATCH LINEB

MATCH LINEB

MATCHING LINEA

MATCHING LINEA



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PV303


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2PV401

3PV401

3PV401

DC TRENCH ROUTEDEASTWARD, TO CONNECT

TO SOUTH-MOST ROWS

MEDIUM VOLTAGE TRENCH TOCONTINUE ALONG WEST EDGE

COMMON TRENCH FOR DC ANDMEDIUM VOLTAGE

MEDIUM VOLTAGE TRENCH

ROW 52

ROW 53

ROW 54

ROW 55

ROW 56

ROW 57

ROW 58

ROW 59

ROW 60

ROW 61

ROW 62

ROW 63

ROW 64

ROW 65

ROW 66

ROW 67

ROW 68

ROW 69

ROW 70

ROW 71

ROW 72

ROW 73

ROW 74

ROW 75

ROW 76


ROW 51

XPVXXX

LEGENDCOMBINER BOX

EQUIPMENT PAD


TRENCH





MATCH LINEB

MATCH LINEB



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PV401


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6'-0"

8'-0

"

6'-8"

PVC CONDUIT & WEATHERHEADFOR DC WIRE DROP

SIZE AS REQ'D, MAX SIZE: 3"

2 3/8" OD FENCE POST,DIRECT DRIVEN, TYP OF 2

3/8"-16 U-BOLTCONNECTION OF STRUTTO FENCE POSTEQPT MOUNTING STRUT

(HOT DIP GALVANIZED, LONG SLOT PATTERN)

FENCE POST DOME CAP

ALL STRUT TO BE EITHERHOT DIP GALV OR ALUMINUM

ALL FASTENERS TO BE EITHERHOT DIP GALV OR STAINLESS

ALL STRUTS TO HAVEPLASTIC END-CAPS

DC TRENCH

CONTRACTOR MAY ADD A NEMA3R WIRE TROUGH TOFACILITATE WIRING, PROVIDED THAT ALL NEC &MANUFACTURER CLEARANCES ARE MAINTAINED

PARTITION AC WIRES SEPARATE FROM DC WIRES INTROUGH PER NEC690.31.

6'-0" O.C.

5'-0

"3'

-0"

DC COMBINER

COMBINER OUTPUT CONDUIT

DC CONDUIT(S) FROMADDITIONAL ROWS(WHERE APPLICABLE)

WIRE TO ENTER WEATHERHEAD,FROM RACKING SYSTEM PURLINS

DC DISCONNECTHANDLE

AFCI POWER SUPPLY CONDUITFROM PREVIOUS COMBINER

DC CONDUIT(S) TO OTHERROWS (WHERE APPLICABLE)

EXPANSION FITTING(TYP OF ALL)

END BELL

AFCI POWER SUPPLY CONDUITTO NEXT COMBINER

TYP CONDUIT STRUT STRAP(HOT DIP GALV OR STAINLESS)

CORD GRIP(S), SIZE & QTYAS REQ'D FOR WIRE QTY

DRIP LOOP

POWER SUPPLY ENCLOSUREFOR AFCI SYSTEM

CONDUIT BETWEENDC COMBINER &POWER SUPPLY

ENCLOSURE

4'-0"

1'-0

"

3'-6

"

2'-3

"1'

-3"

MIN

1'-6

"

2 1/

2"

6"2"

6"

3'-6

"

FINISH GRADE

TO BE SEEDED TO MATCHSURROUNDING SURFACE

SAND

EARTH BACKFILL

DC CONDUIT,TYP OF 10

AFCI POWER CONDUITSTUB EACH ROW FORA "DAISY CHAIN" AMONGCOMBINER POWER SUPPLIES

ACTIVE MEDIUMVOLTAGE CONDUIT

SPARE MEDIUMVOLTAGE CONDUIT

FIBER DATA CONDUITBETWEEN PADS

CROSS-CHECK ALL CONDUIT SIZESWITH SINGLE LINES ON PV601 & PV602.

ANY INCONSISTENCY SHALLBE SIZED PER SINGLE LINE

ROW-TO-ROW JUMPER CONDUITS TO FILLVACANT LOCATIONS IN TRENCH AS REQ'D SCHEDULE 80 CONDUIT SWEEP

& STUB-UP FROM COMBINERSAT EACH ROW

INSIDE INVERTER, USE SCH80SWEEPS W/ SCH40 STUBS

WARNING TAPE(TYP OF 2)

2'-8" TYP OF ALL

6'-6

"

6'-6" WORKINGSPACE HEIGHTPER NEC 110.26

SCH40 UNDERGROUNDCONDUIT RUN

SCH80SWEEPS

SCH80 CONDUITABOVE GRADE

EXPANSION FITTINGS

3/8"-16 U-BOLT W/FLATWASHERS(2),

LOCKWASHERS(2) &HEX NUTS(2). 20 FT-LBS

POSITION STRUT ASREQ'D TO MEET

COMBINER MOUNTINGLOCATIONS

2'-0

"4'

-6"

3'-0

"5'

-0"

2'-8" TYP OF ALL

2 3/8" OD FENCE POST,DIRECT DRIVEN, TYP OF 2

6'-0" SPACING

6'-8" CONDUIT MOUNTING STRUT, TYP OF 2(HOT DIP GALVANIZED, LONG SLOT PATTERN)

FENCEDOME CAP

TYP CONDUIT STRUT STRAP(HOT DIP GALV OR STAINLESS)

WIRE TO ENTER WEATHERHEAD,FROM RACKING SYSTEM

EXPANSIONFITTING

EMBEDDEDFENCE POST

SCH40 UNDERGROUND CONDUIT RUNTO CORRESPONDING COMBINER

SCH80 SWEEP

SCH80 RISER &ABOVE GRADECONDUIT

PROTECTIVE EDGE TRIMAT PURLIN EDGE

MCMASTER PART 24175K12OR EQUIVALENT

DRIP LOOP

WIRE ROUTED THRU PURLINALONG ROW, DETAILS TBD

1'-5

"1'

-3"

4'-0"

1'-0

"

MIN

1'-6

"

2"

2'-8

"

DC CONDUIT,TYP OF 10

SAND

FINISHGRADE

TO BE SEEDED TO MATCHSURROUNDING SURFACE

EARTH BACKFILL

AFCI POWER CONDUITSTUB EACH ROW



ROW-TO-ROW JUMPER CONDUITS TO FILLVACANT LOCATIONS IN TRENCH AS REQ'D

SCHEDULE 80 CONDUIT SWEEP& STUB-UP FROM COMBINERS

AT EACH ROW

INSIDE INVERTER, USE SCH80SWEEPS W/ SCH40 STUBS

WARNING TAPE(TYP OF 2)

1'-0

"1'

-8"

2'-0"

1'-0

"

MIN

2'-0

"

3 1/

2"

2'-8

"

2" 6"

SAND

FINISHED GRADETO BE SEEDED TO MATCHSURROUNDING SURFACE

EARTH BACKFILL

ACTIVE MEDIUM VOLTAGE CONDUIT

SPARE MEDIUM VOLTAGE CONDUIT

FIBER DATA CONDUITBETWEEN PADS

MIN 2'-0" COVER SPECIFIED PER NEC 300.50FOR REGIONS WHERE SUBJECT TO

VEHICULAR TRAFFIC, WHERE APPLICABLE



WARNING TAPE

1 COMBINER MOUNTING - VIEW FROM NORTH 0 6'' 1' 2'

4 TYP COMBINED DC & MEDIUM VOLTAGE TRENCH PROFILE 0 6'' 12'' 18''

2 COMBINER MOUNTING - SIDE VIEW 0 6'' 1' 2' 3 WEATHERHEAD DETAIL 0 6'' 1' 2'

5 TYPICAL DC TRENCH PROFILE 0 6'' 12'' 18'' 6 TYPICAL DC TRENCH PROFILE 0 6'' 12'' 18''



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MODULE MOUNTINGSPECIFICATIONS

PV402


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MIN

3'-0

"

7'-5

1/4

"

12'-11 1/4

"

1"

4'-0" PER

MODULE

MOUNTIN

G HOLES

4'-0" PER

MODULE

MOUNTIN

G HOLES

12'-0" CLEAR SPACE TYP

24'-2" O.C. SPACING - TYP

20°

FINISHED GRADE

RACKING SYSTEM SPECIFICATION:1. MODULE: LG365N2W2. TILT: 20 DEGREES3. GROUND CLEARANCE: 3'-0"4. 2-HIGH IN PORTRAIT, CONTINUOUS TERRAIN FOLLOWING5. 1" GAP BETWEEN MODULES IN ALL DIRECTIONS

STRUCTURAL SITE CONDITIONS PER ASCE 7-05 & MA BUILDING CODE 8TH EDITION:1. APPLICABLE CODES: ASCE 7-05 AND MASSACHUSETTS STATE BUILDING CODE 8TH EDITION2. WIND SPEED: 100 MPH3. GROUND SNOW LOAD: 50 PSF GROUND4. MIINIMUM "FLAT ROOF": 35 PSF5. EXPOSURE: C6. OCCUPANCY: I7. SEISMIC Ss: 0.298. SEISMIC S1: 0.07

RBI SOLAR GROUND-MOUNTRACKING SYSTEM

1 RACKING SYSTEM SPECIFICATIONS 0 6'' 1' 2'



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EQUIPMENT PAD 1 - OVERALLLAYOUT

PV501


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33'-0"

18'-0

"

1'-4

1/4

"5'

-1"

5'-1

1/2

"5'

-1"

1'-4

1/4

"

6" 7'-1/2" 2'-1 3/4" 10'-10 3/4" 5'-0" 1'-7" 1'-9 1/4" 3'-7" 6"

6"7'-1/2"2'-1 3/4"10'-10 3/4"5'-0"1'-7"1'-9 1/4"3'-7"6"

6"5'

-10

1/2"

3'-3

1/2

"2'

-10"

5'-0

"6"

6'-1

3/4

"

1'-1

1/2

"4'

-4 1

/2"

6'-1

1/2

"5'

-10

1/2"

6"

6"5'

-0"

6'-1

3/4

"5'

-10

1/2"

6"

1'-1

1/2

"4'

-4 1

/2"

6'-1

3/4

"5'

-10

1/2"

6"

2'-1

0"

9'-0" 15'-0" 9'-0"

6" OFFSET FROM EDGE OF SLAB TOEQUIPMENT FOOTPRINT

CONTROL JOINT CONTROL JOINT

APPROXIMATE COMPASS

W

E

N S

NEU

TRAL

GR

OU

ND

ING

REA

CTO

R

DC

BR

EA

KE

R E

NC

LOS

UR

EH

72"X

W60

"XD

19"

TRANSFORMER 2W84"XD70"

NEU

TRAL

GR

OU

ND

ING

REA

CTO

R AUX POWERLOAD CENTER

H42"xW12"xD12"

VERIFY ALL EQUIPMENT DIMENSIONSFROM MANUFACTURER

PRIOR TO CONSTRUCTING SLAB

FRONT OF TRANSFORMER

DC

DIS

CO

NN

EC

T E

NC

LOSU

RE

H72

"XW

60"X

D19

"

320 VOLT/4000AAC BUSBARCOUPLING

INVERTER 292.3"XW130.8"XD61.1"

12500 LBS




12500 LBS

PRIMARY

SECONDARY

DC INPUTZONE

DATAAC

PRIMARY

SECONDARY

DC INPUTZONE

DATA AC

CONDUITENTRY

CONDUITENTRY

1'-0

"

9"3"

1'-6

"

2'-1

0"

8"1'

-5"

3"7"

7"

3"6"

3"

3"

6" SLAB EDGES TO BE 1" BEVELEDOR ROUNDED W/ EDGER

MIN DEPTH FORBURIED CONDUITPER NEC 300.5

UPPER REBAR MESH:6x6-D4/D4 (6" O.C.) REMESHALTERNATIVELY SIZE #4 REBAR @ 12" O.C.

LOWER REBAR GRIDTO MATCH UPPER GRID

3" TYP. REBAR OFFSETFROM SLAB EDGE

6" MIN. OFFSET FROMSLAB EDGE TO EQUIPMENT

3" MAX ELEVATION OF SLABABOVE FINISHED GRADE

CONCRETE SLAB:4000 PSI CONCRETE

CRUSHED STONE

SAND

EARTH

CONDUIT LAYER 1

CONDUIT LAYER 2

FINISHED GRADE

1 SLAB LAYOUT - INVERTERS 1 & 2 / PAD 1 0 1' 2' 3'

2 SLAB CONSTRUCTION DETAIL 0 6'' 12'' 18''



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PV502


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DATA CONDUITBETWEEN INVERTERS

DATA CONDUIT FROMTRANSFORMER TO

INVERTER

DATA CONDUIT FROMTRANSFORMER TOINVERTER

GROUNDING REACTORCONDUIT


MEDIUM VOLTAGE AC CONDUITFROM TRANSFORMER 1 TOTRANSFORMER 2

MEDIUM VOLTAGE AC CONDUIT (1 ACTIVE/1 SPARE)FROM TRANSFORMER 2 TO TRANSFORMER 3(ON OTHER PAD)

DC CONDUIT FROM DISCONNECTENCLOSURE TO INVERTERDC CONDUIT FROM FIELD

DC CONDUITFROM FIELD

DC CONDUIT FROM DISCONNECTENCLOSURE TO INVERTER

ROUTE IN TRENCH W/ DC CONDUITTO OTHER EQUIPMENT PAD

DATA CONDUIT TOOTHER EQUIPMENT PAD

AC CONDUIT FOR AUX LOAD CENTER

AC EGC CONDUIT

AC EGC CONDUIT

APPROXIMATE COMPASS

W

E

N S

1'-0

"

9"3"

1'-6

"

2'-1

0"

8"1'

-5"

3"7"

7"

3"6"

3"

3"









CRUSHED STONE

SAND

EARTH

CONDUIT LAYER 1

CONDUIT LAYER 2

FINISHED GRADE

1 SLAB CONDUIT LAYOUT - INVERTERS 1 & 2 / PAD 1 0 1' 2' 3'




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EQUIPMENT PAD 1 - REBAR &GROUNDING

PV503


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5 1/2"6"

6 1/

2"6

1/2"

6 1/

2"6

1/2"

6 1/

2"6

1/2"

6 1/

2"6

1/2"

6 1/

2"6

1/2"

6 1/

2"6

1/2"

6 1/

2"6

1/2"

6 1/

2"6

1/2"

6"5 1/2"

3"

3"

3"

3"

3"

3"3"

3"

6'-1" 13'-0"13'-6"

22'-7" 26'-2" 27'-0" 29'-0" 30'-6" 31'-0" 33'-0"

6'-1"13'-0"13'-6"

26'-2"27'-0"29'-6"31'-0"33'-0"

2'-2

"5'

-0"

6'-1

"12

'-0"

15'-6

"16

'-0"

16'-6

"18

'-0"

2'-3

"5'

-0"

6'-0

"15

'-6 1

/2"

16'-0

"18

'-0"

#3/0 CU BARE GROUND RING AROUNDSLAB PERIMETER

BOND GROUND WIRE TOBOTH LAYERS OF REBAR

VIA SPLIT BOLT


VIA ACORN CLAMP

1/2"x10' CU-CLAD GROUND RODEXPOSE ~4" ABOVE TOP OF CONCRETE

BOND GROUND WIRE VIA ACORN CLAMP

BRANCH A GROUND WIRE FROM RING TOCONNECT TO EQUIPMENT & GROUND RODS.

CONNECT VIA SPLIT BOLT

1/2"x10' CU CLAD GROUND RODEXPOSE ~4" ABOVE TOP OF CONCRETE




#3/0 BARE GROUND WIRE,BURIED IN SLAB

#3/0 BARE GROUND WIRE,BURIED IN SLAB

1/2"x10' CU-CLAD GROUND RODEXPOSE ~4" ABOVE TOP OF CONCRETEBOND GROUND WIRE VIA ACORN CLAMP

#3/0 BARE GEC IRREVERSIBLYBONDED FROM INVERTER

GROUND BAR TO GROUND ROD



BRANCH A GROUND WIRE FROM RING TOCONNECT TO GROUNDING REACTOR

CONNECT VIA SPLIT BOLT

EXPOSE ~3 FT OF GROUND WIRE WITHINGROUNDING REACTOR ENTRY REGION

BRANCH A GROUND WIRE FROM RING TOCONNECT TO GROUNDING REACTORCONNECT VIA SPLIT BOLT


APPROXIMATE COMPASS

W

E

N S

1'-0

"

9"3"

1'-6

"

2'-1

0"

8"1'

-5"

3"7"

7"

3"6"

3"

3"









CRUSHED STONE

SAND

EARTH

CONDUIT LAYER 1

CONDUIT LAYER 2

FINISHED GRADE

1 SLAB REBAR, GROUNDING AND CONDUIT LOCATIONS - INVERTERS 1 & 2 / PAD 1 0 1' 2' 3'




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PV504


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38'-0"

18'-0

"

6"3'

-7"

7'-2

"6'

-3"

6"

1'-4

"5'

-1"

5'-3

/4"

6'-0

"6"

6"5'

-0"

5'-9

1/4

"6'

-3"

6"

6" 5'-6 3/4" 10'-3 3/4" 4'-6" 10'-0" 6'-7 1/2" 6"

6" 4'-4 1/2" 4'-1" 5'-6" 2'-1 3/4" 10'-10 3/4" 5'-0" 1'-7" 3'-11"

15'-6" 13'-6" 9'-0"

6" OFFSET FROM EDGE OF SLAB TOEQUIPMENT FOOTPRINT

CONTROL JOINT CONTROL JOINT

CO

MPA

RTM

ENT

2: L

OA

D S

IDE

PAD

-MO

UN

T LO

AD

BR

EA

KC

UST

OM

ER

-OW

NE

D

CO

MPA

RTM

ENT

1: L

INE

SID

E

SEL651R-2RELAY

PAD-MOUNT RECLOSER &RELAY SYSTEM

CUSTOMER-OWNED

CO

MPA

RTM

ENT

1: L

INE

SID

E

CO

MPA

RTM

ENT

2: L

OA

D S

IDE

DC

DIS

CO

NN

EC

TE

NC

LOS

UR

EH

72"X

W60

"XD

18"

N S

W

E

APPROXIMATE COMPASS

AUX POWERLOAD CENTER

H42"xW12"xD12"

DAS MAINENCLOSURE

PAD

-MO

UN

T P

RIM

AR

Y M

ETE

RIN

GC

UST

OM

ER

-OW

NE

D




12500 LBS

DC INPUTZONE

DATAAC

PRIMARY

SECONDARY

CONDUITENTRY

1'-0

"

9"3"

1'-6

"

2'-1

0"

8"1'

-5"

3"7"

7"

3"6"

3"

3"









CRUSHED STONE

SAND

EARTH

CONDUIT LAYER 1

CONDUIT LAYER 2

FINISHED GRADE

1 SLAB LAYOUT - INVERTER 3 & MEDIUM VOLTAGE EQUIPMENT 0 1' 2' 3'




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PV505


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DATA CONDUIT FROMOTHER EQUIPMENT PAD

DATA CONDUIT FROMINVERTER TO MAIN DASENCLOSURE

DATA CONDUIT FROMTRANSFORMER TOINVERTER

MEDIUM VOLTAGE AC CONDUITFROM TRANSFORMER 3 TORELAY/RECLOSER

MEDIUM VOLTAGE AC CONDUITFROM RELAY/RECLOSER TOPRIMARY METERING CABINET

MEDIUM VOLTAGE AC CONDUITFROM PRIMARY METERINGCABINET TO CUSTOMER-OWNEDLOAD-BREAK

MEDIUM VOLTAGE AC CONDUIT FROM CUSTOMER-OWNED LOAD-BREAKTO UTILITY-OWNED LOAD BREAK (OUTSIDE OF FENCE)

DC CONDUIT FROM DISCONNECTENCLOSURE TO INVERTER

DC CONDUITFROM FIELD


AC CONDUIT FROMINVERTER TO AUXLOAD CENTER

AC EGC CONDUIT

N S

W

E

APPROXIMATE COMPASS

1'-0

"

9"3"

1'-6

"

2'-1

0"

8"1'

-5"

3"7"

7"

3"6"

3"

3"









CRUSHED STONE

SAND

EARTH

CONDUIT LAYER 1

CONDUIT LAYER 2

FINISHED GRADE

1 SLAB CONDUIT LAYOUT - INVERTER 3 / PAD 2 0 1' 2' 3'




CONCORD MLP

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90% SET FOR COMMENT


CONT

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SITE

SUBM

ISSI

ON

EQUIPMENT PAD 2 - REBAR &GROUNDING

PV506


DRAWING NO.

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3"

3"

3"

3"3"

3"

3"

3"

6 1/

2"6

1/2"

6 1/

2"6

1/2"

6 1/

2"6

1/2"

6 1/

2"6

1/2"

6" 5 1/2"

1'-0" 5'-6" 17'-6" 32'-6" 36'-0" 38'-0"

4'-2"11'-1"11'-6"12'-0"24'-8"27'-0"28'-6"29'-6 3/4"33'-7 3/4"38'-0"

2'-4

"5'

-11"

14'-6

"15

'-0"

18'-0

"

3'-0

"3'

-6"

15'-6

3/4

"16

'-0"

18'-0

"





1/2"x10' CU-CLAD GROUND RODEXPOSE ~4" ABOVE TOP OF CONCRETEBOND GROUND WIRE VIA ACORN CLAMP

#3/0 CU BARE GROUND RINGAROUND SLAB PERIMETER

N S

W

E

APPROXIMATE COMPASS

BRANCH A GROUND WIRE FROM RINGTO CONNECT TO GROUNDING REACTORCONNECT VIA SPLIT BOLT



VIA ACORN CLAMP

1'-0

"

9"3"

1'-6

"

2'-1

0"

8"1'

-5"

3"7"

7"

3"6"

3"

3"









CRUSHED STONE

SAND

EARTH

CONDUIT LAYER 1

CONDUIT LAYER 2

FINISHED GRADE

1 SLAB REBAR, GROUNDING & CONDUIT LOCATIONS - INVERTER 3 / PAD 2 0 1' 2' 3'




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CONT

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SITE

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ISSI

ON

UTILITY-OWNED LOAD BREAKPAD

PV507


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1'-0" 3'-0"

16'-0

"

7'-6"

7'-0

"

8 3/

4"8

3/4"

7 1/2" 7 1/2"

1'-0

"5'

-0"

1'-0

"

LEVEL GRADE & CLEARVEGETATION WITHIN

10 FT OF LOAD BREAK

LEVEL GRADE & CLEARVEGETATION BETWEENFENCE & LOAD BREAK

BOLLARD PERPV507-4, TYP OF 2

COMPARTMENT 2: LOAD SIDE

PAD-MOUNT LOAD BREAKUTILITY-OWNED

COMPARTMENT 1: LINE SIDE

FENCE

ENTRY GATE

N

S

W E

APPROXIMATE COMPASS

ED

GE

OF

AC

CE

SS

RO

AD

1'-3

"4'

-3"

1'-6

"

3'-6" 4'-0"3"

3"3"

3"3"

3"3"

3"

1'-0

"

9"3"

1'-6

"

2'-1

0"

8"1'

-5"

3"7"

7"

3"6"

3"

3"









CRUSHED STONE

SAND

EARTH

CONDUIT LAYER 1

CONDUIT LAYER 2

FINISHED GRADE

4 F

T M

IN.

4 FT

6"

1'-0"

GRADE

CONCRETE FILLED6" RIGID GALV.STEEL PIPE

CONCRETEFOUNDATION

1 PAD LAYOUT FOR UTILITY-OWNED LOAD BREAK 0 1' 2' 3' 2 SLAB REBAR, GROUNDING & CONDUIT LOCATIONS

3 SLAB CONSTRUCTION DETAIL 0 6'' 12'' 18'' 4 BOLLARD DETAIL 0 1' 2' 3'



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CONT

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SITE

SUBM

ISSI

ON

AC SINGLE LINE

PV601


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NOT FOR

CONSTR

UCTION



(2)(3)

(4)

(5)

(1, 1G)

POINT OF COMMONCOUPLING

(6)(5)(5)

CUSTOMER-INSTALLEDWIRING TO TERMINATE ONLOAD SIDE OF THIS UNIT

(7) (7) (7)

(1, 1G)(1, 1G)

4" + SPARE

4" + SPARE0.015%

0.068%

VOLTAGEDROP

CONDUITSIZE (MIN)

0.064%

4" + SPARE

0.002%

~0.00% N/A

4" + SPARE

28 STRING COMBINER OUTPUT* Voc: 871.2 VdcVoc Temp Coeff. -0.28 %/ °CVoc (Temp Adjusted) 983.4 VdcIsc: 276.9 AdcVmp: 694.8 VdcImp: 264.9 Adc

INVERTER OUTPUT (1500 kW)Max Rated Power 1500 kWacMax Rated Apparent Power 1650 kVAOperating Voltage (Phase-to

mike lotti wednesday, july 06 ... · permit application set not for construction concord,...

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