10
Gehrlicher Solar America Corp. 21 FADEM ROAD SPRINGFIELD, NJ 07801 Phone Main: +1 908 219 4379 Toll Free: +1 877 844 9174 Fax: +1 908 219 4375 Homepage: www.gehrlicher.us Sheet No: Sheet Name: Scale: Professional Engineer: PE Seal: Preliminary Customer Approval Permitting Construction As-built DRAWING ISSUE Project Name: Site Address: Project ID: Other____________ REVISIONS Date Rev By Description App 07/25/2011 0 LG Presale drawing LG 09/22/2011 1 LG Issued for Weston Approval LG 09/26/2011 2 LG Issued for Permit Submittal LG 10/14/2011 3 LG Revised per Weston comments LG 11/01/2011 4 LG Revised per Weston comments10/27/2011, Racking information added LG 11/04/2011 5 LG Revised per Weston comments11/01/2011 LG 11/04/2011 6 LG Issued for Construction LG WESTON - DARTMOUTH 1275 NORTH HIXVILLE ROAD DARTMOUTH, MA 02727 151.34kWp PHOTOVOLTAIC SYSTEM PROJECT LOCATION GENERAL NOTES DRAWING INDEX 1. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS ON THE DRAWINGS, INCLUDING EXISTING STRUCTURES, AND NOTIFY THE DESIGNER OF ANY DISCREPANCY IN THE DRAWINGS AND/OR EXISTING CONDITIONS BEFORE STARTING THE WORK. 2. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL WORK AS INDICATED ON THE DRAWINGS AND SPECIFICATIONS. 3. THE CONTRACTOR SHALL COORDINATE ALL OPERATIONS WITH THE OWNER. 4. THE CONTRACTOR SHALL COORDINATE ALL OPERATIONS WITH ANY EQUIPMENT AND ITS INSTALLER. 5. ALL ELECTRICAL WORK TO BE INSTALLED BY A CERTIFIED ELECTRICIAN AND APPRENTICES WORKING UNDER THE DIRECT SUPERVISION OF THE LICENSED ELECTRICAL CONTRACTOR. 6. SYSTEM INSTALLATION SHALL BE IN ACCORDANCE WITH NEC 2008 AND LOCAL CODES AND STANDARDS. 7. PROVIDE ALL WORKING CLEARANCES AT NEW AND EXISTING EQUIPMENT PER NEC 110.26. 8. FOLLOW INVERTER MANUFACTURES INSTALLATION INSTRUCTIONS. 9. DC GROUNDED CONDUCTORS SHALL BE MARKED WHITE AT ALL TERMINATIONS. EQUIPMENT GROUNDING CONDUCTORS (EGC) SMALLER THAN #4 AWG SHALL BE BARE OR HAVE CONTINUOUS GREEN INSULATION. EQUIPMENT GROUNDING CONDUCTORS (EGC) LARGER THAN OR EQUAL TO #4 AWG SHALL BE MARKED AS EGC (GREEN) WHEREVER ACCESSIBLE. DC UNGROUNDED CONDUCTORS SHALL BE MARKED RED. 10. SYSTEM TO BE BONDED AND GROUNDED IN ACCORDANCE WITH ARTICLE 690 OF NEC. 11. ALL CONDUCTORS SHALL BE COPPER UNLESS OTHERWISE NOTED. 12. WIRE STRAPS TO BE STAINLESS STEEL. 13. ALL METALLIC CONDUIT TO BE GROUNDED BY A GROUND BUSHING AT ALL ENCLOSURES. 14. ALL FASTENERS SHALL BE CONSTRUCTED OF CORROSION RESISTANT MATERIALS APPROPRIATE FOR SITE CONDITIONS. CONNECTORS SHALL BE TORQUED PER DEVICE LISTI NG OR INSTALLATION DOCUMENTATION REQUIREMENTS. 15. ALL EXISTING OVERHEAD AND UNDERGROUND FACILITIES SHOWN ON THE LAYOUT PLANS ARE DIAGRAMMATIC IN NATURE AND FOR INFORMATIONAL PURPOSES ONLY. ACTUAL LOCATIONS SHALL BE FIELD VERIFIED AND DOCUMENTED PRIOR TO EXCAVATION OR EXECUTION OF THE WORK. ADDITIONALLY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FIELD VERIFICATION OF THE ACCURACY OF ALL AS-BUILT DOCUMENTS USED IN THE PROCESS OF THE WORK. 16. CONTRACTOR SHALL LOCATE AND MARK ALL ELECTRICAL CIRCUITS AND UNDERGROUND UTILITIES IN THE AREA OF CONSTRUCTION PRIOR TO ANY EXCAVATION REQUIRED FOR INSTALLATION OF DUCTS, DIRECT BURIED CONDUIT, OR EQUIPMENT PADS. THE CONTRACTOR SHALL PHYSICALLY VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES INDICATED PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING, PROTECTING AND/OR RELOCATING ANY EXISTING UTILITIES ENCOUNTERED IN THE WORK AREAS. 17. &217$&7 7+( /2&$/ ³´ 6<67(0 +2856 35,25 72 (;&$9$7,1* 7+( &2175$&725 ,6 5(63216,%/( )25 0$5.,1* $// 87,/,7,(6 127 0$5.(' %< ³´ 3(56211(/ 18. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO CAUSE AS LITLE DISTURBANCE AS POSSIBLE AND PROTECT THE NATURAL ENVIRONMENT AND RESOURCES OF THE FACILITY DURING THE COURSE OF THE WORK. ALL DISTURBED AREAS SHALL BE RETURNED TO THEIR PRE-CONSTRUCTION STATE OR BETTER. AREAS WHICH ARE SEEDED OR SODDED WITH ESTABLISHED GRASS SHALL BE SEEDED AS SOON AS PRACTICABLE AFTER COMPLETION OF THE WORK IN THAT AREA. 19. ALL EXCESS SOIL, EXCAVATION, WASTE AND DEBRIS SHALL BE REMOVED FROM THE SITE AS SOON AS PRACTICAL DURING THE COURSE OF THE WORK. SOIL AND EXCAVATION MATERIALS SHOULD BE REMOVED FROM THE FACILITY AND NOT STOCK PILED UNLESS THEY ARE TO BE REUSED. 20. ALL CONTRACTORS MUST COMPLY WITH FEDERAL, STATE, AND LOCAL REGULATIONS PERTAINING TO THE ENVIRONMENT. ADDITIONALLY ALL WORK MUST CDMPLY WITH THEIR SAFETY MANUALS, AS WELL AS OSHA REQUIREMENTS AND STANDARDS. 21. THE CONTRACTOR IS RESPONSIBLE FOR THE SAFETY OF ON-SITE PERSONNEL. IF ENGINEERING STAFF OR OTHER SAPETY PERSONNEL OBSERVE AN UNSAFE CONDITION, WORK WILL BE STOPPED WITHOUT CONTRACT EXTENSION UNTIL THE UNSAFE CONDITION(S) IS/ARE REMEDIED. ACCIDENT REPORT FORMS (OSHA FORM 301 OR 300) WILL BE SUBMITTED FOR EACH REPORTABLE OCCUPATIONAL INJURY, ILLNESS, OR LOST TIME ACCIDENT. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING OSHA IN THE EVENT OF A SERIOUS EMPLOYEE ILLNESS OR INJURY. 22. ALL CONDUCTORS AND EQUIPMENT SHALL BE CONSIDERED ENERGIZED UNLESS CHECKED, TAGGED, GROUNDED, AND CHECKED AGAIN. 23. THE CONTRACTOR SHALL CONDUCT DAILY SAFETY MEETINGS COVERING THE FOLLOWING ITEMS: 23.1. PROPER WEARING/USE OF PERSONAL PROTECTIVE EQUIPMENT (PPE) AND TRAINING TO PROPERLY DON/DOFF ALL PPE. 23.2. CONTROL OF ACCESS TO THE JOB SITE AND CLEANLINESS OF THE JOB SITE. 23.3. ELECTRICAL SAFETY ON THE JOB SITE. 23.4. RECOGNITION OF POTENTIAL HAZARDS AT THE JOB SITE AND ESTABLISHING ABATEMENT PROCEDURES TO MINIMIZE THEM. 23.5. AS REQUIRED DURING WORK PERFORMANCE, ABIDE BY ALL EXCAVATION AND TRENCHING REGULATIONS. 24. THE CONTRACTOR SHALL CONDUCT THE FUELING AND LUBRICATING OF EQUIPMENT AND MOTOR VEHICLES IN A MANNER THAT PROTECTS AGAINST SPILLS AND EVAPORATION. ALL USED OIL GENERATED ON SITE WILL BE MANAGED IN ACCORDANCE WITH 40CFR 279. THE CONTRACTOR WILL DETERMINE IF ANY USED OIL GENERATED WHILE ON-SITE EXHIBITS A CHARACTERISTIC OF HAZARDOUS WASTE. IN ADDITION, USED OIL CONTAINING 1000 PARTS PER MILLION OF SOLVENTS WILL BE CONSIDERED A HAZARDOUS WASTE AND DISPOSED OF AT THE CONTRACTORS EXPENSE. USED OIL MIXED WITH A HAZARDOUS WASTE WILL ALSO BE CONSIDERED A HAZARDOUS WASTE. 25. THE CONTRACTOR SHALL TAKE PRECAUTIONS TO PREVENT RELEASES/SPILLS OF OIL AND HAZARDOUS MATERIALS. IN THE EVENT OF ANY RELEASES OF OIL AND HAZARDOUS MATERIALS, CHEMICALS, OR GASES; IMMEDIATELY (WITHIN 15 MINUTES) NOTIFY THE LOCAL FIRE DEPARTMENT. THE CONTRACTOR SHALL MAKE VERBAL AND WRITTEN NOTIFICATIONS AS REQUIRED BY THE FEDERAL 40CFR 355, STATE, AND LOCAL REGULATIONS. THE CONTRACTOR SHALL COLLECT AND PROVIDE INFORMATION AS NEEDED BY THE INVESTIGATING AUTHORITY. SPILL RESPONSE SHALL BE IN ACCORDANCE WITH 40CFR 300 AND APPLICABLE STATE AND LOCAL REGULATIONS. CONTAIN AND CLEAN UP THESE SPILLS WITHOUT COST TO THE OWNER. IF OWNER ASSISTANCE IS REQUESTED OR REQUIRED, THE CONTRACTOR SHALL REIMBURSE THE OWNER FOR SUCH ASSISTANCE. ROOF MOUNTED SYSTEM (IF APPLICABLE) : 25. ALL ROOFING REPAIRS MUST MAINTAIN EXISTING CLASS AND TYPE OF ROOF AND ALL WORK SHALL BE IN ACCORDANCE WITH THE ROOFING MANUFACTURER'S INSTALLATION REQUIREMENTS. 26. ALL CONDUIT TO BE INSTALLED NO LESS THAN 3-1/2" FROM THE ROOF SURFACE IN ACCORDANCE WITH THE ADJUSTMENT FACTORS OF NEC TABLE 310.15(B)(2)(C) C1.1 COVER SHEET L1.1 PV ARRAY LAYOUT (OVER SURVEY) L1.2 PV ARRAY LAYOUT E1.1 SINGLE LINE DIAGRAM E2.1 CONDUCTOR AND CONDUIT SCHEDULE E4.1 INVERTER PAD DETAILS ABBREVIATIONS AL ALUMINUM AR ARRAY CONST CONSTRUCTION D DEPTH DEG DEGREE DIA DIAMETER DSN DESIGN E EXISTING EMT ELECTRICAL METALLIC TUBING EQUIV EQUIVALENT F/A FAST ACTING FT FOOT GRC GALVANIZED RIGID CONDUIT GRD GROUND H HEIGHT HVAC HEATING VENTILATION AIR CONDITIONING IN INCH LB CONDULET BODY MAX MAXIMUM MIN MINIMUM MSB MAIN SWITCHBOARD MDP MAIN DISTRIBUTION PANEL NTS NOT TO SCALE OEM ORIGINAL EQUIPMENT MANUFACTURER PV PHOTOVOLTAIC PVI PHOTOVOLTAIC INVERTER RT RAINTIGHT SCH SCHEDULE SLD SINGLE LINE DIAGRAM SS STAINLESS STEEL TYP TYPICAL UL UNDERWRITERS LABORATORY U.N.O. UNLESS NOTED OTHERWISE WD WIDTH E5.1 DATA SHEETS E6.1 STRINGING DIAGRAM E7.1 DETAILS - SHEET 1 DAS1.1 DAS DRAWINGS (FROM DRAKER) P1.1 PILE LAYOUT, INVERTER 1 P1.2 PILE LAYOUT, INVERTER 2

WESTON - DARTMOUTH · 1 lg lgissued for weston approval 09/22/2011 ... 1.the contractor shall check and verify all dimensions on the drawings, including existing structures, and

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  • Gehrlicher Solar America Corp.21 FADEM ROADSPRINGFIELD, NJ 07801Phone Main: +1 908 219 4379Toll Free: +1 877 844 9174Fax: +1 908 219 4375Homepage: www.gehrlicher.us

    Sheet No:

    Sheet Name:

    Scale:

    Professional Engineer:

    PE Seal:

    PreliminaryCustomer ApprovalPermitting

    ConstructionAs-built

    DRAWING ISSUE

    Proj

    ect

    Nam

    e:

    Site

    Add

    ress

    :

    Project ID:

    Other____________REVISIONS

    DateRev By DescriptionApp07/25/20110 LG Presale drawingLG

    09/22/20111 LG Issued for Weston ApprovalLG

    09/26/20112 LG Issued for Permit SubmittalLG

    10/14/20113 LG Revised per Weston commentsLG

    11/01/20114 LG Revised per Weston comments10/27/2011,Racking information added

    LG

    11/04/20115 LG Revised per Weston comments11/01/2011LG

    11/04/20116 LG Issued for ConstructionLG

    WESTON - DARTMOUTH

    1275 NORTH HIXVILLE ROAD

    DARTMOUTH, MA 02727

    151.34kWp PHOTOVOLTAIC SYSTEM

    PROJECT LOCATION GENERAL NOTES DRAWING INDEX

    1. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS ON THE DRAWINGS, INCLUDING EXISTING STRUCTURES, AND

    NOTIFY THE DESIGNER OF ANY DISCREPANCY IN THE DRAWINGS AND/OR EXISTING CONDITIONS BEFORE STARTING THE WORK.

    2. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL WORK AS INDICATED ON THE DRAWINGS AND SPECIFICATIONS.

    3. THE CONTRACTOR SHALL COORDINATE ALL OPERATIONS WITH THE OWNER.

    4. THE CONTRACTOR SHALL COORDINATE ALL OPERATIONS WITH ANY EQUIPMENT AND ITS INSTALLER.

    5. ALL ELECTRICAL WORK TO BE INSTALLED BY A CERTIFIED ELECTRICIAN AND APPRENTICES WORKING UNDER THE DIRECT

    SUPERVISION OF THE LICENSED ELECTRICAL CONTRACTOR.

    6. SYSTEM INSTALLATION SHALL BE IN ACCORDANCE WITH NEC 2008 AND LOCAL CODES AND STANDARDS.

    7. PROVIDE ALL WORKING CLEARANCES AT NEW AND EXISTING EQUIPMENT PER NEC 110.26.

    8. FOLLOW INVERTER MANUFACTURES INSTALLATION INSTRUCTIONS.

    9. DC GROUNDED CONDUCTORS SHALL BE MARKED WHITE AT ALL TERMINATIONS. EQUIPMENT GROUNDING CONDUCTORS (EGC)

    SMALLER THAN #4 AWG SHALL BE BARE OR HAVE CONTINUOUS GREEN INSULATION. EQUIPMENT GROUNDING CONDUCTORS

    (EGC) LARGER THAN OR EQUAL TO #4 AWG SHALL BE MARKED AS EGC (GREEN) WHEREVER ACCESSIBLE. DC UNGROUNDED

    CONDUCTORS SHALL BE MARKED RED.

    10. SYSTEM TO BE BONDED AND GROUNDED IN ACCORDANCE WITH ARTICLE 690 OF NEC.

    11. ALL CONDUCTORS SHALL BE COPPER UNLESS OTHERWISE NOTED.

    12. WIRE STRAPS TO BE STAINLESS STEEL.

    13. ALL METALLIC CONDUIT TO BE GROUNDED BY A GROUND BUSHING AT ALL ENCLOSURES.

    14. ALL FASTENERS SHALL BE CONSTRUCTED OF CORROSION RESISTANT MATERIALS APPROPRIATE FOR SITE CONDITIONS.

    CONNECTORS SHALL BE TORQUED PER DEVICE LISTI NG OR INSTALLATION DOCUMENTATION REQUIREMENTS.

    15. ALL EXISTING OVERHEAD AND UNDERGROUND FACILITIES SHOWN ON THE LAYOUT PLANS ARE DIAGRAMMATIC IN NATURE AND

    FOR INFORMATIONAL PURPOSES ONLY. ACTUAL LOCATIONS SHALL BE FIELD VERIFIED AND DOCUMENTED PRIOR TO

    EXCAVATION OR EXECUTION OF THE WORK. ADDITIONALLY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FIELD

    VERIFICATION OF THE ACCURACY OF ALL AS-BUILT DOCUMENTS USED IN THE PROCESS OF THE WORK.

    16. CONTRACTOR SHALL LOCATE AND MARK ALL ELECTRICAL CIRCUITS AND UNDERGROUND UTILITIES IN THE AREA OF

    CONSTRUCTION PRIOR TO ANY EXCAVATION REQUIRED FOR INSTALLATION OF DUCTS, DIRECT BURIED CONDUIT, OR EQUIPMENT

    PADS. THE CONTRACTOR SHALL PHYSICALLY VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES INDICATED PRIOR TO

    THE START OF CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING, PROTECTING AND/OR RELOCATING

    ANY EXISTING UTILITIES ENCOUNTERED IN THE WORK AREAS.

    17.

    18. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO CAUSE AS LITLE DISTURBANCE AS POSSIBLE AND PROTECT THE NATURAL

    ENVIRONMENT AND RESOURCES OF THE FACILITY DURING THE COURSE OF THE WORK. ALL DISTURBED AREAS SHALL BE

    RETURNED TO THEIR PRE-CONSTRUCTION STATE OR BETTER. AREAS WHICH ARE SEEDED OR SODDED WITH ESTABLISHED

    GRASS SHALL BE SEEDED AS SOON AS PRACTICABLE AFTER COMPLETION OF THE WORK IN THAT AREA.

    19. ALL EXCESS SOIL, EXCAVATION, WASTE AND DEBRIS SHALL BE REMOVED FROM THE SITE AS SOON AS PRACTICAL DURING THE

    COURSE OF THE WORK. SOIL AND EXCAVATION MATERIALS SHOULD BE REMOVED FROM THE FACILITY AND NOT STOCK PILED

    UNLESS THEY ARE TO BE REUSED.

    20. ALL CONTRACTORS MUST COMPLY WITH FEDERAL, STATE, AND LOCAL REGULATIONS PERTAINING TO THE ENVIRONMENT.

    ADDITIONALLY ALL WORK MUST CDMPLY WITH THEIR SAFETY MANUALS, AS WELL AS OSHA REQUIREMENTS AND STANDARDS.

    21. THE CONTRACTOR IS RESPONSIBLE FOR THE SAFETY OF ON-SITE PERSONNEL. IF ENGINEERING STAFF OR OTHER SAPETY

    PERSONNEL OBSERVE AN UNSAFE CONDITION, WORK WILL BE STOPPED WITHOUT CONTRACT EXTENSION UNTIL THE UNSAFE

    CONDITION(S) IS/ARE REMEDIED. ACCIDENT REPORT FORMS (OSHA FORM 301 OR 300) WILL BE SUBMITTED FOR EACH

    REPORTABLE OCCUPATIONAL INJURY, ILLNESS, OR LOST TIME ACCIDENT. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING

    OSHA IN THE EVENT OF A SERIOUS EMPLOYEE ILLNESS OR INJURY.

    22. ALL CONDUCTORS AND EQUIPMENT SHALL BE CONSIDERED ENERGIZED UNLESS CHECKED, TAGGED, GROUNDED, AND CHECKED

    AGAIN.

    23. THE CONTRACTOR SHALL CONDUCT DAILY SAFETY MEETINGS COVERING THE FOLLOWING ITEMS:

    23.1. PROPER WEARING/USE OF PERSONAL PROTECTIVE EQUIPMENT (PPE) AND TRAINING TO PROPERLY DON/DOFF ALL PPE.

    23.2. CONTROL OF ACCESS TO THE JOB SITE AND CLEANLINESS OF THE JOB SITE.

    23.3. ELECTRICAL SAFETY ON THE JOB SITE.

    23.4. RECOGNITION OF POTENTIAL HAZARDS AT THE JOB SITE AND ESTABLISHING ABATEMENT PROCEDURES TO MINIMIZE THEM.

    23.5. AS REQUIRED DURING WORK PERFORMANCE, ABIDE BY ALL EXCAVATION AND TRENCHING REGULATIONS.

    24. THE CONTRACTOR SHALL CONDUCT THE FUELING AND LUBRICATING OF EQUIPMENT AND MOTOR VEHICLES IN A MANNER THAT

    PROTECTS AGAINST SPILLS AND EVAPORATION. ALL USED OIL GENERATED ON SITE WILL BE MANAGED IN ACCORDANCE WITH

    40CFR 279. THE CONTRACTOR WILL DETERMINE IF ANY USED OIL GENERATED WHILE ON-SITE EXHIBITS A CHARACTERISTIC OF

    HAZARDOUS WASTE. IN ADDITION, USED OIL CONTAINING 1000 PARTS PER MILLION OF SOLVENTS WILL BE CONSIDERED A

    HAZARDOUS WASTE AND DISPOSED OF AT THE CONTRACTORS EXPENSE. USED OIL MIXED WITH A HAZARDOUS WASTE WILL ALSO

    BE CONSIDERED A HAZARDOUS WASTE.

    25. THE CONTRACTOR SHALL TAKE PRECAUTIONS TO PREVENT RELEASES/SPILLS OF OIL AND HAZARDOUS MATERIALS. IN THE

    EVENT OF ANY RELEASES OF OIL AND HAZARDOUS MATERIALS, CHEMICALS, OR GASES; IMMEDIATELY (WITHIN 15 MINUTES)

    NOTIFY THE LOCAL FIRE DEPARTMENT. THE CONTRACTOR SHALL MAKE VERBAL AND WRITTEN NOTIFICATIONS AS REQUIRED BY

    THE FEDERAL 40CFR 355, STATE, AND LOCAL REGULATIONS. THE CONTRACTOR SHALL COLLECT AND PROVIDE INFORMATION AS

    NEEDED BY THE INVESTIGATING AUTHORITY. SPILL RESPONSE SHALL BE IN ACCORDANCE WITH 40CFR 300 AND APPLICABLE

    STATE AND LOCAL REGULATIONS. CONTAIN AND CLEAN UP THESE SPILLS WITHOUT COST TO THE OWNER. IF OWNER ASSISTANCE

    IS REQUESTED OR REQUIRED, THE CONTRACTOR SHALL REIMBURSE THE OWNER FOR SUCH ASSISTANCE.

    ROOF MOUNTED SYSTEM (IF APPLICABLE) :

    25. ALL ROOFING REPAIRS MUST MAINTAIN EXISTING CLASS AND TYPE OF ROOF AND ALL WORK SHALL BE IN ACCORDANCE WITH THE

    ROOFING MANUFACTURER'S INSTALLATION REQUIREMENTS.

    26. ALL CONDUIT TO BE INSTALLED NO LESS THAN 3-1/2" FROM THE ROOF SURFACE IN ACCORDANCE WITH THE ADJUSTMENT

    FACTORS OF NEC TABLE 310.15(B)(2)(C)

    C1.1 COVER SHEET

    L1.1 PV ARRAY LAYOUT (OVER SURVEY)

    L1.2 PV ARRAY LAYOUT

    E1.1 SINGLE LINE DIAGRAM

    E2.1 CONDUCTOR AND CONDUIT SCHEDULE

    E4.1 INVERTER PAD DETAILS

    ABBREVIATIONS

    AL ALUMINUM

    AR ARRAY

    CONST CONSTRUCTION

    D DEPTH

    DEG DEGREE

    DIA DIAMETER

    DSN DESIGN

    E EXISTING

    EMT ELECTRICAL METALLIC TUBING

    EQUIV EQUIVALENT

    F/A FAST ACTING

    FT FOOT

    GRC GALVANIZED RIGID CONDUIT

    GRD GROUND

    H HEIGHT

    HVAC HEATING VENTILATION AIR CONDITIONING

    IN INCH

    LB CONDULET BODY

    MAX MAXIMUM

    MIN MINIMUM

    MSB MAIN SWITCHBOARD

    MDP MAIN DISTRIBUTION PANEL

    NTS NOT TO SCALE

    OEM ORIGINAL EQUIPMENT MANUFACTURER

    PV PHOTOVOLTAIC

    PVI PHOTOVOLTAIC INVERTER

    RT RAINTIGHT

    SCH SCHEDULE

    SLD SINGLE LINE DIAGRAM

    SS STAINLESS STEEL

    TYP TYPICAL

    UL UNDERWRITERS LABORATORY

    U.N.O. UNLESS NOTED OTHERWISE

    WD WIDTH

    E5.1 DATA SHEETS

    E6.1 STRINGING DIAGRAM

    E7.1 DETAILS - SHEET 1

    DAS1.1 DAS DRAWINGS (FROM DRAKER)

    P1.1 PILE LAYOUT, INVERTER 1

    P1.2 PILE LAYOUT, INVERTER 2

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  • DRAKER DAS

    PV COMBINING PANELBOARD

    INSTALL HOUSE METER

    ENCLOSURE IN ELECTRICAL ROOM

    ADJACENT TO LINE SIDE TAP

    (CTs TO BE INSTALLED IN SWITCHGEAR

    ON SERVICE FEEDERS DOWNSTREAM

    OF PV INTERCONNECTION)

    UTILITY AC DISCONNECT

    LOCATED ON OUTSIDE WALL

    ADJACENT TO ELECTRICAL

    ROOM

    Gehrlicher Solar America Corp.

    21 FADEM ROAD SPRINGFIELD, NJ 07801 Phone Main: +1 908 219 4379 Toll Free: +1 877 844 9174 Fax: +1 908 219 4375 Homepage: www.gehrlicher.us

    Professional Engineer:

    PE Seal:

    DRAWING ISSUE Preliminary Construction Customer Approval As-built Permitting Other____________

    REVISIONS Rev By App Description Date

    Presale drawing0 LG LG 07/25/2011

    1 LG LG 09/22/2011

    2

    Issued for Weston Approval

    LG LG Issued for Permit Submittal 09/26/2011

    3 Revised per Weston commentsLG LG 10/14/2011

    4 LG LG Revised per Weston comments10/27/2011, 11/01/2011 Racking information added

    5 LG LG Revised per Weston comments11/01/2011 11/04/2011

    6 11/04/2011LG LG Issued for Construction

    Proj

    ect

    Nam

    e:

    Site

    Add

    ress

    :

    Sheet Name:

    Project ID:Scale: Sheet No:

    http:www.gehrlicher.us

  • Gehrlicher Solar America Corp.

    21 FADEM ROAD SPRINGFIELD, NJ 07801 Phone Main: +1 908 219 4379 Toll Free: +1 877 844 9174 Fax: +1 908 219 4375 Homepage: www.gehrlicher.us

    Professional Engineer:

    PE Seal:

    DRAWING ISSUE Preliminary Construction Customer Approval As-built Permitting Other____________

    REVISIONS Rev By App Description Date

    Presale drawing0 LG LG 07/25/2011

    1 LG LG 09/22/2011

    2

    Issued for Weston Approval

    LG LG Issued for Permit Submittal 09/26/2011

    3 Revised per Weston commentsLG LG 10/14/2011

    4 LG LG Revised per Weston comments10/27/2011, 11/01/2011 Racking information added

    5 LG LG Revised per Weston comments11/01/2011 11/04/2011

    6 11/04/2011LG LG Issued for Construction

    INVERTER 1 (50kW) PAD PLAN VIEW INVERTER 2 (75kW) PAD PLAN VIEW

    1 2SCALE: 1" = 1' SCALE: 1" = 1'

    Proj

    ect

    Nam

    e:

    Site

    Add

    ress

    :

    Sheet Name:

    Project ID:Scale:INVERTER PAD DETAIL INVERTER PAD GROUNDING DETAIL

    3 4SCALE: 1/2" = 1' SCALE: 1" = 1' Sheet No:

    http:www.gehrlicher.us

  • INVERTER 1 STRINGING DIAGRAM

    1SCALE: 3/32" = 1'

    INVERTER 2 STRINGING DIAGRAM

    2SCALE: 3/32" = 1'

    Gehrlicher Solar America Corp.21 FADEM ROAD SPRINGFIELD, NJ 07801 Phone Main: +1 908 219 4379 Toll Free: +1 877 844 9174 Fax: +1 908 219 4375 Homepage: www.gehrlicher.us

    Sheet No:

    Sheet Name:

    Scale:

    Professional Engineer:

    PE Seal:

    Preliminary Customer Approval Permitting

    Construction As-built

    DRAWING ISSUE

    Proj

    ect

    Nam

    e:

    Site

    Add

    ress

    :

    Project ID:

    Other____________ REVISIONS

    DateRev By DescriptionApp 07/25/20110 LG Presale drawingLG

    09/22/20111 LG Issued for Weston ApprovalLG

    09/26/20112 LG Issued for Permit SubmittalLG

    10/14/20113 LG Revised per Weston commentsLG

    11/01/20114 LG Revised per Weston comments10/27/2011, Racking information added

    LG

    11/04/20115 LG Revised per Weston comments11/01/2011LG

    11/04/20116 LG Issued for ConstructionLG

  • A I B I c I D I E I F I G I H I I I J I K I L I M I N I 0 p

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    2.4

  • Additional Information Concerning Key Benefits of Sustainability Enhancements ReSolve, Inc. Superfund Site

    16 November 2011

    1. Reduction in Chemical Use: The actual chemical use before implementation of the ABR system, and the expected use after transition to the ABR system are detailed in the table below:

    Chemical

    Prior to Sustainability Enhancements

    After Sustainability Enhancements Comments

    (lbs/year) (lbs/year) Sodium Hydroxide (25%)

    34,144 4,600 The use after transition to the sustainability enhancements is estimated based on the need to raise the pH of the ABR effluent from 6.0 to 6.5 and the buffering capacity of the ABR effluent observed during the ABR pilot test.

    Sulfuric Acid (93%) 2,675 0 Not needed for ABR operations Polymer (Neat) 283 50 Estimated amount of polymer needed for

    conditioning sludge collected during pipeline cleaning and from phase separator.

    Potassium Permanganate

    1,635 0 Not needed for ABR operations

    Sodium Hypochlorite

    961 0 Not needed for ABR operations

    Aluminum Chlorhydrate

    6,605 0 Not needed for ABR operations

    Total 46,302 4,650 Percent Reduction in Chemical Use 90% Note: The chemical use prior to the sustainability enhancements is annualized based on the 35-gpm treatment plant flow rate since 1 December 2010.

    2. Reduction in Sludge Production/Disposal: The only sludge that will be generated during the ABR operations will be from cleaning of pipelines (primarily the extraction well pipelines) and from settling of suspended solids in the phase separator and influent tank. Based on a total suspended solids in the influent of less than 5 mg/L and a conservative estimate that 5% of the iron in the influent will precipitate on the pipelines,

  • Additional Information Concerning Key 16 November 2011 Benefits of Sustainability Enhancements Page 2 of 2 ReSolve, Inc. Superfund Site

    the sludge production will decrease from the 54,800 pounds generated during Year 13 of operations to less than 2500 pounds annually after transition to the ABR system. This represents a reduction of approximately 95%

    3. Solar Electricity Generation: Electricity use at the site has averaged approximately 240,000 kilowatt-hours (KWH) per year during operation of the existing treatment system. Based on changes to pump sizes and reductions in blower and compressor operations, the treatment system is expected to use approximately 206,000 KWH annually after transition to the sustainability enhancements. The solar photovoltaic system will generate a maximum of 151 kilowatts (KW) and, on average (depending on weather), should generate 186,000 KWH per year, which is 90% of the expected annual future electricity use at the site. The solar photovoltaic system can be expanded by 10 to 12 KW if future electricity use at the site is greater than expected, thereby maintaining on-site electricity generation at approximately 90% of on-site electricity use.

    Weston-ReSolve Solar Design 11-21-11Gehrtec Solar Base 11-28-11F3x4_A_3_3_V3Zeichenansicht43Zeichenansicht44Zeichenansicht47Zeichenansicht48Zeichenansicht49Detailansicht A (1 : 2)Detailansicht B (1 : 2)Detailansicht C (1 : 1)Detailansicht D (1 : 1)Detailansicht E (1 : 2)

    Additional Information Concerning Key Benefits of Sustainability Enhancements 11-21-11

    barcode: *577284*barcodetext: SDMS Doc ID 577284