6033_OrbitEnergy_certification_20170512

hart "� hickman
SMARTER ENVIRONMENTAL SOLUTIONS
Via Email and FedEx
donna. [e-mail]
919-707-8255
May 12, 2017
North Carolina Department of Environment
and Natural Resources
1646 Mail Service Center
Raleigh, NC 27699-1646
Attention: Ms. Donna Wilson
Subject: Solid Waste Permit No. 6033-AD-Compost-2015
Food Waste -to -Energy Facility, Orbit Energy Charlotte, LLC
Charlotte, Mecklenburg County, North Carolina
H&H Proiect No. BLS-002
Dear Ms. Wilson:
Hart & Hickman PC (H&H) is submitting this Engineer's Certification on behalf of Orbit Energy
Charlotte, LLC (OEC) for the referenced permit, pertaining to the food waste -to -energy facility at
600 Johnson Road in Charlotte, North Carolina (Figure 1). As we have discussed, this certification
is specifically for the reception features of the facility. It is envisioned that a second certification
will be provided when construction of the digestate handling portion of the facility is complete and
digestate is ready to be produced.
We have attached drawings pertinent to the reception features, with as -built notations to explain
notable variances from the drawings submitted with the permit applications (Revision 0 dated
September 25, 2014; Revision 1 dated March 4, 2015; Revision 2 dated March 15, 2015; and
Revision 3 correspondence dated May 4, 2015 through September 4, 2015).
Construction planning is underway at this time for several reception feature improvements noted on
the drawings. Most notably, these include the following:
• The reception building truck ramp is being modified to better direct water to the wash water
catch basins at the top of the truck ramp.
• Metal `skirts' are being added to the truck hoppers to better capture waste being dumped into
the hoppers.
2923 South Tryon Street, Suite 100 3334 Hillsborough Street
Charlotte, NC 28203 Raleigh, NC 27607 www.harthickman.com
704.586.0007 main 919.847.4241 main

Ms. Donna Wilson
May 12, 2017
Page 2
The liquid OFW tank vent is being tied into the odor control system. This tank is also being
up -sized to 20,000 gallons and a paved & curbed truck pad will be constructed with a drain
that flows to the process water collection system.
With these qualifiers acknowledged, the required certification is provided below.
Bruce K. Hickman, a North Carolina -registered professional engineer in good standing, has
inspected the waste reception building and reception -related constructed features at the
referenced Orbit Energy Charlotte LLC facility, and certifies these features have been
substantially constructed as depicted in enclosed drawings, consistent with as -built notations
indicated. As noted on the drawings and in this letter, construction planning for several
reception feature improvements is underway at the time of this certification.
SEAL ;
20003 j-1'
KH%G���`���
n!u!!i1lil tit�\��
If you have any questions or require additional information, please contact me at 704-887-4600 or
[e-mail]. We are also sending two hard copies for delivery next week.
Sincerely,
Hart & Hickman, PC
Bruce Hickman, PE
Principal Engineer
Attachments
cc: David March — Managing Partner, Entropy Investment Management, LLC
hart ` hickman
S:\AAA-Master Projects\B1ueSphere Corporation (BLS)\BLS-002 Permitting assistance\Solid Waste Permit\000 Eng Cert - Reception - May 2017\Reception Cert Letter.doc
SMARTER ENVIRONMENTAL SOLUTIONS

Ms. Donna Wilson
May 12, 2017
Page 3
Enclosed Drawings with As -Built Notations
Process Flow Diagram Rev 3
Grading Plan C-3 Rev 3
General Layout Y01 Rev 7
Reception Building M200 Rev I
Reception Building S05 Rev 2
Process Piping POI Rev 5
Leachate Piping PO4 Rev 3
14
hart hickman
S:\AAA-Master Projects\B1ueSphere Corporation (BLS)\BLS-002 Pemutting assistance\Solid Waste Permit\000 Eng Cert - Reception - May 2017\Reception Cert Letter.doc
SMARTER ENVIRONMENTAL SOLUTIONS

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BUILDING LEGEND ��A A '�r \ w-� j v 1 Project Architect: Jerry W. McGinnis, AIA
1 - RECEPTION, STORAGE AND LOADING \ \\ \\ \\ \ x ^\ II II I II T .} /\' ` \ ;J (/-��� \\ l J \ \\ 1 11
SYSTEM BUILDING \\ I \ Q m' '' 1 \\ '�/� \ N I ccheckeddrawn Yb MSG
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3 - BIOPULPER TANKS ,\ 1 o \ w \ \ 1 �/ I \ ••'\ \ 1 1 \ \ ND 8" WASHED STO�JE
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4-3 - ANAEROBIC DIGESTER #3 \ \ \ I \� - 1 \ I \ I p • III �� 20' ALLES ASEME T \ 1 \ z p' I
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5 -COLD DIGESTER \ \ I \ \ �• \ • I 0
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6 - GASHOLDER re the property J.W. McGinnis,
7 -EMERGENCY TORCHES \ \ \ \ I \ \ / � kr, II � j1 I \ I \ m 1 a�.d Architect. The reproduction or use
8 - BIOGAS WASHING \ \ g >� II. 1 a \ I \ I of this property without the written
9 - COGENERATORS & TRANSFOMERS AREA/�--vtr
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10- NOT USED q\'• \ 9 / I v >� _ Tao - - \ IIII IIPd 1 1 Q / OI ® \ I I I I��' ❑ I and any infringement of the ownership
11- DRYERS BUILDING \ 1\ \ �\ \ / / / -- - •III 1 / I I I a N R°
12- EQUALISATION TANK subject
rights will be to legal action.
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13- PRE DENRRIFICATION TANK ,\ \ II zB g / /'; / %116 II // 1 v / / I All copies of this drawing must be
14- NITRIFICATION TANK \ \ / , L IIIIII / ©IIII returned to the Architect at the
15- POST DENRRIFlCATION TANK \ ZB N, • J �,/ III _ I I r- V e @�,3{� completion of the contract.
16- DAF \ \ I \� N I \'--------- U2 //jl jl \ (L® 4C •� IIIII
17- CHEMICALS BUILDING Q + \III/'\1 �\ °0 •\ _ 02��/%%%r
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21- CHEMICALS STORAGE TANKS "' Z + I its
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02/01/16
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04/IH/16
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sw M/Pos coNsrRucr ou eurTER ( Wjid I I `d�/ , / 111 t• \ P ST-C NSTRUCTION I\
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PROP, ROA-CEMwNE Charlotte, North Carolina 28262
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GRADING PLAN J°79 Y
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GENERAL NOTES
D.B. 27948, PG. 822 O 20 40 80
8, PG.
SCALE : 1 = 40 PIN: 1-02AIB
GRADING AND DRAINAGE NOTES:
3. IN ROLLING AND HILLY TERRAINS, SWEEPING OF THE STONE BASE AND/OR
Z85ED:
ZONED.' l-2
1. CATCH BASINS, MANHOLES, FRAMES AND GRATES SHALL MEET THE REQUIREMENTS
APPLICATION OF A TACK COAT MAY BE REQUIRED NEAR INTERSECTIONS. THESE
OF THE LATEST EDITIONS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
REQUIREMENTS WILL BE ESTABLISHED BY THE INSPECTOR AND BASED ON FIELD
10. PE SEALED SHOP DRAWINGS FOR RETAINING WALL MUST BE SUBMITTED TO CITY
STANDARD DETAILS FOR CONSTRUCTION.
CONDITIONS.
ENGINEER PRIOR TO CONSTRUCTION.
2. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE
4. APPROVAL OF THI5 PLAN 15 NOT AN AUTHORIZATION TO GRADE ADJACENT
I I . THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN UNOBSTRUCTED STATE AND SHALL REMOVE FROM
G„
RECORDS AND FIELD LOCATION WHEN POSSIBLE, BUT THE CONTRACTOR MUST DETERMINE
THE EXACT LOCATIONS AND ELEVATION OF ALL EXISTING UTILITIES BY DIGGING TEST PITS
PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION
MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
THE CHANNEL AND BANKS OF THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK AND OTHER ACCUMULATIONS.
12. ANY CONSTRUCTION OR USE WITHIN THE FUTURE CONDITIONS FLOOD FRINGE LINE 15 SUBJECT TO THE RESTRICTIONS IMP05ED BY THE
Iz^ ANCHORS HNORi�s- CHANNEL
A RC
BY HAND AT ALL CROSSINGS WELL IN ADVANCE OF TRENCHING. IF CLEARANCES ARE
5. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.5% SLOPE ON
FLOODWAY REGULATIONS OF THE CITY OF CHARLOTTE AND MECKLENBURG COUNTY.
LESS THAN SPECIFIED ON PLANS OR TWELVE INCHES (12"), WHICHEVER 15 LESS, CONTACT THE CURB. 13. NON-STANDARD ITEMS (If: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT \ _
THE DESIGN ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. 6. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT AGREEMENT WITH THE (CHARLOTTE DEPARTMENT OF TRANSPORTATION/ NORTH CAROLINA DEPARTMENT OF TRANSPORTATION) BEFORE
3. THE CONTRACTOR I5 RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL OF WAY IF DEEMED NECESSARY BY THE INSPECTOR. INSTALLATION. % �j\ j GRADING PLAN
SHEETING, SHORING, BRACING AND SPECIAL EXCAVATION MEASURES REQUIRED TO MEET 7. CURB AND GUTTER SHOWN ON PLANS ALONG JOHNSON ROAD MAY BE 14. CERTIFICATION AND STREET CUT PERMITS ARE REQUIRED FOR UTILITY CUTS ON CITY STREETS. ALLOW 7 DAYS PROCESSING FOR PERMIT. FOR ,\ /\\//\\/ //\ 1 \//\\//\\ \ \
OSHA, FEDERAL, STATE AND LOCAL REGULATIONS PURSUANT TO THE INSTALLATION OF ADJUSTED BASED UPON FIELD STAKING BY CITY ENGINEERING. ASSOCIATED STORM INFORMATION CONTACT CHARLOTTE DEPARTMENT OF TRANSPORTATION (704-336-4025) OR VISIT
ALL WORK INDICATED ON THESE DRAWINGS. THE DESIGN ENGINEER ACCEPTS NO DRAINAGEMAY AL50 REQUIRE MODIFICATION BASED UPON FIELD CONDITIONS. http://www.charmeck.orq/Departments?Transportation/StreetMamtenance,Mome.htm\\//\\//\ h
RESPONSIBILITY FOR THE DESIGNS TO INSTALL SAID ITEMS. 8. THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SIDE) 15 TO PROVIDE STORM CONTROLS ADMINISTRATIVE MANUAL, ALL REQUIRED NATURAL AREAS AND/OR POST CONSTRUCTION CONTROLS EASEMENTS (PCEE's) MUST BE \ \/\\/\\/\\i�\ \ \\/\\/\/\\/\\/\ \\//\ \\��\\�` sheet title
4. WHERE PRECAST DRAINAGE STRUCTURES HAVE BEEN SPECIFIED ON THE PLANS, THE WATER CONVEYANCE. BUILDINGS ARE NOT PERMITTED IN THE EASEMENT AREA. ANY RECORDED PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. //�//` �� //� //\//\//\//\//\// �/` NORTH ANRRICAN GREEN C125
NOTES:\\/-
6.. PLANS CLEARLY INDICATE THAT NO FILL MATERIAL IS TO BE BROUGHT INTO THE BUFFER AND THAT NO STRUCTURES ARE ALLOWED WITHIN i N(
OWNER AND THE ENGINEER ASSUME NO RESPONSIBILITY FOR THESE STRUCTURES, AS FIELD OTHER OBJECTS WHICH IMPEDE STORM WATER FLOW OR SYSTEM MAINTENANCE ARE eoeorvur MATRlx lore EDUAU
CONDITIONS OFTEN DICTATE MINOR ELEVATION ADJUSTMENTS. THE CONTRACTOR ASSUMES ALSO PROHIBITED. ANY OF THE BUFFER AREA5 (EXCEPT NON-COMMERCIAL OUT BUILDINGS NOT EXCEEDING 150 SQUARE FEET). 1.sTAlu No AM ICAN GREEN C125 COCONUT
ALL RESPONSIBILITY AND EXPENSE FOR MODIFYING THE PRECAST STRUCTURES TO 9. HIGH-DEN51TY POLYETHYLENE (HDPE) STORM DRAINAGE PIPE INSTALLED WITHIN 17. GRADING AND OTHER LAND DISTURBING ACTIVITIES ARE ALLOWED ONLY IN THE UPLAND ZONE; HOWEVER, THESE ACTIVITIES MUST BE MATRIX lore ECLAu eR SLOPE VADTH DEPTH TYPE 1406-1
ACCOMMODATE FIELD REVISIONS AND APPROVAL FROM CITY OF CHARLOTTE. EXISTING OR PROPOSED PUBLIC STREET RIGHT-OF-WAY MUST BE APPROVED BY PERFORMED IN SUCH A MANNER AS TO PREVENT DAMAGE TO THE ROOTS OF REMAINING TREES. GRASS OR OTHER SUITABLE GROUND COVER 25EcuRE LORCNUDINAL ANCHORTRENCH AT 12• INTERVALA. 3 : I 5 MIN. 1, FLAT BOTTOM project no. �y
5. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ANY DEWATERING THE CITY'S INSPECTOR PRIOR TO ANY BACKFILL BEING PLACED. BACKFILL MATERIAL CAN BE APPLIED TO THE UPLAND ZONE. OACRF1u ANC coMFAa-IL P 1 -3
NECESSARY TO CONSTRUCT THE PROJECT AS SHOWN ON THE PLANS. MUST BE APPROVED BY THE CITY INSPECTOR PRIOR TO PLACEMENT OF THE 18. THE OUTSIDE BOUNDARY OF THE BUFFER MUST BE CLEARLY MARKED WITH ORAGE FABRIC FENCING PRIOR TO ANY LAND DISTURBING FABRIC LINED DITCH
NOTES MATERIAL WITHIN THE PUBLIC STREET RJGHT-OF-WAY. ACTIVITE5 (GRADING, TREE CUTTING OR STORING, ETC.) AT THE SITE AND THI5 FENCING MUST BE CALLED OUT ON PLAN5. A
19. THE OUTSIDE BOUNDARY OF THE STREAM BUFFER MUST BE PERMANENTLY MARKED WITH AN IRON PIN OR OTHER ACCEPTABLE PROPERTY scA�=Nrs 03/09/15
I. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH INSPECTOR. CORNER MARKER AT STREET CROSSINGS AND THI5 MARKER MUST BE CALLED OUT ON THE PLANS.
2. 51GIlT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED. date sheet no. 3 Of 18

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3 - BIOPULPER TANKS
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6 - GASHOLDER
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9 - COGENERATORS & TRANSFOMERS AREA
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11 - DRYERS BUILDING
12 EQUALISATION TANK
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13 - PRE DENITRIFICATION TANK
14 -NITRIFICATION TANK
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17 - CHEMICALS SHELTER
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18 - ELECTRICAL LV SHELTER
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21 - CHEMICALS STORAGE TANKS
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24 - SAND TRAP
25 - ELECTRICAL MV SHELTER
26 - MECHANICAL SHELTER
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TORNADO-31
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FOR PLASTIC MATERIALS
C ROLLING UP G
MANUAL DOORS
B
STORAGE CONTAINER
FOR INERT MATERIALS
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MANUAL DOOR
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ROLLING UP
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CONV-45F CONV-45C (tail section)
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TORNADO-32 TORNADO-30
STORAGE CONTAINER
FOR PLASTIC MATERIALS STORAGE CONTAINER
FOR INERT MATERIALS
SECTION C-C
CONV-45D
LEACHATE DRAIN SYSTEM
LEACHATE COLLECTING PIT
O
LEACHATE GRAVITY NET
(UNDERGROUND)
— — — — — —
LEACHATE GRAVITY NET
(ABOVEGROUND)
LEACHATE PRESSURE LINE
(ABOVEGROUND)
SLOPE DIRECTION
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VIEW 1
TYPICAL WALL (THK 10") REINFORCEMENT
TYPICAL WALL (THK V-4") REINFORCEMENT
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VIEW 2
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TYPICAL PEDESTAL REINFORCEMENT
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08/08/14 2 ISSUED FOR BUILDING PERMIT
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30/06/14 1 ISSUED FOR ZONING PERMIT
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- 13/09/13 0 PRELIMINARY
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55' Post Construction Bu er
LEGEND
1 — RECEPTION, STORAGE AND LOADING SYSTEM BUILDING
to Ir 2 — ODORS TREATMENT SYSTEM
3 — BIOPULPER TANKS
13 4 — ANAEROBIC DIGESTERS
5 — COLD DIGESTER
6 — GASHOLDER
7 — EMERGENCY TORCHES
8 — BIOGAS WASHING
24, 9 — COGENERATORS & TRANSFOMERS AREA
10 — (deleted)
11 — DRYERS BUILDING
12 — EQUALISATION TANK
13 — PRE DENITRIFICATION TANK
14 — NITRIFICATION TANK
15 — POST DENITRIFICATION TANK
16 — DAF
17 — CHEMICALS SHELTER
18 — ELECTRICAL LV SHELTER
19 — UTILITIES BUILDING
20 — LIQUID OFW STORAGE
21 — CHEMICALS STORAGE TANKS
22 — THERMOSTRIPPING SYSTEM
23 — TANK FOR RECIRCULATING
24 — SAND TRAP
25 — ELECTRICAL MV SHELTER
26 — MECHANICAL SHELTER
® ASPHALT ROAD (4350 mq)
EARTH ROAD (4630 mq)
PROCESS FLOWS IDENTIFICATION LEGEND
BIOGAS LINE
ORGANIC FOOD WASTE (OFW) LINE
SEPARATE PLASTIC AND SAND LINE
ORGANIC MIX TO DIGESTERS LINE
DIGESTATE LINE
DIGESTATE TO SEPARATION LINE
SOLID FRACTION OF DIGESTATE LINE
LIQUID TO BE TREATED LINE
LIQUIDDURING TREATMENT LINE
RECIRCULATED LIQUID LINE
EFFLUENT TO DISCHARGE LINE
ACTIVATED SLUDGE LINE
02/09/15
5
1 GENERAL UPDATE
GIV
27/01/15
4
ISSUED FOR WW PERMIT
GIV
17/09/14
3
ISSUED FOR WASTE PERMIT
GIV
07/08/14
2
GENERAL REVISION
GIV
04/08/14
1
ISSUED FOR ZONING PERMIT
GIV
10/07/14
0
ISSUED FOR ZONING PERMIT
GIV
MM/DATn
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AUSTEP .a,
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NC Project — 600 JOHNSON ROAD, CHARLOTTE, NO
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PROCESS FLOWS IDENTIFICATION
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10 — (deleted)
11 — DRYERS BUILDING
12 — EQUALISATION TANK
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14 — NITRIFICATION TANK
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15 — POST DENITRIFICATION TANK
16 — DAF
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17 — CHEMICALS SHELTER
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24 — SAND TRAP
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25 — ELECTRICAL MV SHELTER
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26 — MECHANICAL SHELTER
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EARTH ROAD (4630 mq)
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' FLOW DIRECTION
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— FLOOR SLOPE
x 48" CMP
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INV: 712.81
INV: 712.01 INV: 711 1.79
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Concrete
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55' Post Construction Lauver
�2/09/15
3
GENERAL UPDATE
GIV
18/04/15
2
ISSUED FOR WASTE PERMIT
GIV
7/09/14
1
ISSUED FOR WASTE PERMIT
GIV
5/09/14
0
ISSUED FOR WASTE PERMIT
I GIV
MTE/DATA
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AUSTEP
PO4 u
NO Project — 600 JOHNSON ROAD, CHARLOTTE, NO
Biogas digestion plant aad waste water treatment plant
LEACHATE AND CONDENSATE COLLECTING NETS
3
.
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EcLUO PRDAP
a.�mam
1: 200 1-11 s L
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