6002_Mecklenburg_HolbrooksRoad_MSWLF_LFGRemediationSystem_FID1359215_20191008

DocuSign Envelope ID: 9Al304l5-49E6-4348-8FFB-38B2CBBDF7A1
SMITH GARDNER
ADORESS TEL WEB
14 N. Boylan Avenue, Raleigh NC 27603 919.828.0577 www.smithgardnerinc.com
October 8, 2019
Ms. Jaclynne Drummond
Hydrogeologist
NCDEQ Division of Waste Management, Solid Waste Section
2090 U.S. Highway 70
Swannanoa, NC 28778
G •.o• Fb brocks '•:• • 'o • :1 11
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Dear Ms. Drummond:
Smith Gardner, Inc. (S+G) is pleased to submit documentation of the construction activities
performed in accordance with the Corrective Action Plan (CAP)' for remediation of landfill
gas exceedances near the property boundary at the closed Hol brooks Road Landfill (Permit
No. 60-02). This plan was approved2 bythe NCDEQon November 9, 2018. The project
consisted of installation of the following:
oo 4 vertical LFG extraction wells;
oo Approximately 250 LF gas vent trench;
oo Flare ski d;
oo Passive flare; and,
oo Other supporting gas infrastructure (laterals, isolation valves, pumps, etc.).
Mecklenburg County (county) contracted with Product Recovery Management, Inc. (PRM) to
install the above components. A brief project description and supporting documentation is
presented below. Amap depicting the installed remediation system is included as Figure 1
and photographic documentation of the project is provided in Attachment A.
PRM subcontracted Carlson Environmental Consulting (CEC) to drill the four (4) extraction
wells. Prior to drilling, the location and elevation for each well was surveyed by Taylor
Wiseman & Taylor (TWT). The survey information was verified and approved by S+Gto
confirm the allowable well depth3. CECdrilled and installed the LFGextraction wells
between June 15 and June 16, 2019. The LFG Extraction Wells were drilled 36 inches in
diameter and constructed using six (6) inch diameter schedule 80 PVC pipe. The wells were
assembled using perforated and solid PVC pipe. The top 15 feet below ground surface for
each well includes solid piping with two (2) seals and soil backfill.
'Corrective Action Plan, Closed Hol brooks Road Landfill, Smith Gardner, Inc., November 4, 2018
2 Letter from Ms. Jaclynne Drummond NCDEQto Mr. Joe Hack Mecklenburg County, November 9, 2018
3 Wel I depth was determined as the lesser of 40' or depth to groundwater.

DocuSign Envelope ID: 9A130415-49E6-4348-8FFB-38B2CBBDF7A1
Ms. Jaclynne Drummond
October 8, 2019
Page 2 of 3
In general, the wells were constructed as follows:
1. Approxi matel y one (1) foot of NCDOT No. 3 stone was placed in the bottom of the well;
2. The pipe casing was then installed, with the perforated section ending approximately
15 feet below the ground surface;
3. The well was then backfil led with additional NCDOT No. 3 stone to approximately 13
feet below the ground surface, which was about two (2) feet above the perforated
section;
4. Approximately three (3) feet of soil backfill was added to approximately 10 feet below
ground surface;
5. Approximately two (2) feet of bentonite seal was added to approximately eight (8) feet
below ground surface;
6. Each annular space was backfilled with soil to approximately five (5) feet below
ground surface;
7. Approximately two (2) feet of bentonite seal was added to approximately two (2) feet
below ground surface; and
8. The annular space was completed with soil backfill to the ground surface.
It should be noted well LFG-1 deviated from this section due to waste depth. LFG-1 was
constructed with an increased perforated zone, which was constructed within the identified
waste depths. The increase in perforated zone reduced the thickness of the soil backfill
between bentonite layers, but in general followed the outline above. Boring logs were
recorded for each installation and are provided as Attachment B of this report. Concrete
vaults were placed around LFG-1 and LFG2 to prevent unauthorized interaction with the
installed wellheads. Flush mounted well casings were installed for LFG3 and LFG4, as no
wellheads were installed at these locations. Well locations are provided on the As -built
Drawing presented in Attachment C
All of the piping was installed by PRIM in June 2019. The installation of the transmission
system included approximately 290 feet of gas collection lateral and header piping. Each
section of permanent gas line installed was pressure tested by PRIM, and copies of each
pressure test are included as Attachment D. Following the completion of the system, TWT
prepared "as -built" surveys of all installations, including gas lines, valves, and extraction
wells. The as -built survey information is included in Attachment C.
The landfill gas vent trench was constructed by PRIM in June 2019. Construction of the LFG
vent trench included excavating approximately 20 feet below grade for approximately250
feet. Predominantly, the trench was constructed in native soil consisting mainly of saprolitic
soils; however, a thin veneer of waste was encountered for approximately50 feet along the
eastern leg of the gas trench. The trench was then backfil led to approximately four (4) feet
below grade with NCDOT No. 5 stone. Afour (4) inch perforated HDPE pipe was then installed
on top of the No. 5 stone and then backfil led with two (2) feet of No. 5 stone. A geotextile

DocuSign Envelope ID: 9Al304l5-49E6-4348-8FFB-38B2CBBDF7A1
Ms. Jaclynne Drummond
October 8, 2019
Page 3 of 3
fabric was then placed above the stone, and the trench backfiIIed with soil to existing grade.
The total trench depth was 20 feet below grade. The as -built survey information is included in
Attachment C.
PRM installed two solar flares, one associated with LFG 1 and LFG2 and the second with
LFG3 and LFG4. The flare associated with LFG 1 and LFG2 was instal led as part of a flare
skid, which included a blower, moisture separator, and condensate tank. The flare
associated with LFG3 and LFG4 was installed as a passive flare and is connected to the
LFGvent trench. Solar flare shop drawings are provided in Attachment E.
." ! 0 � I R M42.
Additions to the system were made to connect the active collection system to existing
infrastructure to facilitate enhanced collection in the future, if necessary. These
enhancements are summarized below.
Existing Vent Trench Connection
The existing gas vent trench located near the property line was connected to the new active
flare system for potential future collection. The vent trench was connected byteeing into the
existing perforated pipe in the trench and running a lateral with a valve to the flare skid.
Future use of extraction through the existing vent trench wil I require existing vents to be
capped off and the valve to be opened. Future landfill gas monitoring data will be reviewed
and if collection from the gas vent trench would be beneficial, this step may be considered.
Probe Connection
Similarly, HP- 15Rwas connected to the system by teeing into the probe, below grade, and
connecting to the active system at the flare skid. A valve was also added on this I ine to al low
for controlled collection at HP-15R. This valve remains closed at this time, but was installed
to enhance recovery, if necessary.
Should you have any questions or require clarification, please contact us at [phone] or
by em ai I bel ow.
"�,►�CiA rR
Sincerely, �•. ••F..... '•��i''%
DocuSigned by:
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Spe ?BW.1HlN116non, P.E 'O'• = 4 ?-
Project Engineer, x 134 °0,2�°•..F e. ''0
spenceramithgardnerinc.CA%,
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Attachments
cc: Amber Grzymski, Mecklenburg County
DocuSigned by:
B9779EBA711F488...
Joan A. Smyth, P.G.
Vice President, x 221
ioan(a$m ithgardnen nc.com
File

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DocuSign Envelope ID: 9A130415-49E6-4348-8FFB-38B2CBBDF7A1
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LEGEND
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310 EXIS77NG 10' CONTOUR (SEE REFERENCE 1)
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REFERENCES
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1. TOPOGRAPHY FROM NCDOT GIS DEPARTMENT, BASED ON LIDAR DATA
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PROVIDED BY THE NC FLOOD MAPPING PROGRAM. TOPOGRAPHY IN
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ACTIVE AREAS FROM AERIAL SURVEY DATED FEBRUARY 27, 2018.
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2. PARCEL BOUNDARIES, STRUCTURE LOCATIONS, MONITORING WELLS,
cn c_3
AND STREAM CENTERLINES FROM MECKLENBURG GIS DEPARTMENT.
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© 2019 Smith Gardner,
Inc.
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DocuSign Envelope ID: 9A130415-49E6-4348-8FFB-38B2CBBDF7A1
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DocuSign Envelope ID: 9Al304l5-49E6-4348-8FFB-38B2CBBDF7A1
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DocuSign Envelope ID: 9A130415-49E6-4348-8FFB-38B2CBBDF7A1
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DocuSign Envelope ID: 9A130415-49E6-4348-8FFB-38B2CBBDF7A1
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Closed Holbrooks Rd Landfill Mecklenburg- 19-2
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DocuSign Envelope ID: 9Al304l5-49E6-4348-8FFB-38B2CBBDF7A1
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DocuSign Envelope ID: 9Al304l5-49E6-4348-8FFB-38B2CBBDF7A1
-TM-1
DRILLING SUMMARY
2019 LFG COLLECTION SYSTEM EXPANSION
HOLBROOK LANDFILL - Huntersville, North Carolina
Actual
Length of
Surface
Proposed
Final Drill
Solid Pipe
Length of
Length of
Length of
Bench
Date(s)
Well No
Northing
Easting
Grade
Drill Depth
Depth
A/G Stub
Perf Pipe
Gravel Pack
Pipe
Built
Comments
Elevation
(ft)
(ft)
Installed
Up (ft)
(ft)
(ft)
(Y/N)
Drilled
(El.)
B/G (ft)
LFG-3
Not Provided
40
40
15
0
24
27
6" PVC
N
5/15/19
LFG-4
Not Provided
40
40
15
0
24
27
6" PVC
N
5/15/19
LFG-2
Not Provided
40
40
15
0
24
27
6" PVC
N
5/15/19
LFG-1
Not Provided
40
1 40
1 8
1 0
1 31
1 33
1 6" PVC
N
1 5/16/19
Top 5' of well completed by others
TOTALS 160 I 160 1 53 1 0 1 103 1 114
Carlson Environmental Consultants, PC Rev. 0, 5/30/2019

DocuSign Envelope ID: 9A130415-49E6-4348-8FFB-38B2CBBDF7A1
0 Ft.
0 Ft.
3 Ft.
5 Ft.
8 Ft. _
10 Ft.
13 Ft.
15 Ft.
39 Ft.
40 Ft.
Comments:
DRILL LOG
Slip -On Cap
Backfill: 3 Ft.
Bentonite: 2 Ft.
Backfill: 3 Ft.
Bentonite: 2 Ft.
Well No.: LFG-3
Site: Holbrook Landfill
Date Drilled: 05/15/19
Log Prepared By: Chip Freshcorn
Drilling Co.: CEC
Driller Name: Chip Freshcorn
Bench (Y/N): N
Weather: Partly Cloudy
Northing: N/A
Easting: N/A
Surface Elevation: N/A
Time Start Drilling: 7:20 AM
Time End Drilling: 10:45 AM
Well Pipe Size: 6"
Well Material: PVC
Solid Pipe: 0' AG; 15' BG
Perforated Pipe: 24'
Stone: 27'
Total Depth: 40'
Depth
Composition
Temp (F)
Degree of
Decomposition
Amount of
Moisture
0-10
Soil
--
Well
Moist
10-20
Soil
--
Well
Moist
20-30
Soil
--
Well
Dry
30-40
Soil
--
Well
Dry
Survey information (N,E,EI) for LFG-3 was not provided at time of drilling.
Well was installed with no above grade stub up at site's direction.
CARLSON ENVIRONMENTAL CONSULTANTS, PC

DocuSign Envelope ID: 9A130415-49E6-4348-8FFB-38B2CBBDF7A1
0 Ft.
0 Ft.
3 Ft.
5 Ft.
8 Ft. _
10 Ft.
13 Ft.
15 Ft.
39 Ft.
40 Ft.
Comments:
DRILL LOG
Slip -On Cap
Backfill: 3 Ft.
Bentonite: 2 Ft.
Backfill: 3 Ft.
Bentonite: 2 Ft.
Well No.: LFG-4
Site: Holbrook Landfill
Date Drilled: 05/15/19
Log Prepared By: Chip Freshcorn
Drilling Co.: CEC
Driller Name: Chip Freshcorn
Bench (Y/N): N
Weather: Partly Cloudy
Northing: N/A
Easting: N/A
Surface Elevation: N/A
Time Start Drilling: 11:15 AM
Time End Drilling: 1:00 PM
Well Pipe Size: 6"
Well Material: PVC
Solid Pipe: 0' AG; 15' BG
Perforated Pipe: 24'
Stone: 27'
Total Depth: 40'
Depth
Composition
Temp (F)
Degree of
Decomposition
Amount of
Moisture
0-10
Soil
--
Well
Moist
10-20
Soil
--
Well
Moist
20-30
Soil
--
Well
Dry
30-40
Soil
--
Well
Dry
Survey information (N,E,EI) for LFG-4 was not provided at time of drilling.
Well was installed with no above grade stub up at site's direction.
CARLSON ENVIRONMENTAL CONSULTANTS, PC

DocuSign Envelope ID: 9A130415-49E6-4348-8FFB-38B2CBBDF7A1
0 Ft.
0 Ft.
3 Ft.
5 Ft.
8 Ft. _
10 Ft.
13 Ft.
15 Ft.
39 Ft.
40 Ft.
Comments:
DRILL LOG
Slip -On Cap
Backfill: 3 Ft.
Bentonite: 2 Ft.
Backfill: 3 Ft.
Bentonite: 2 Ft.
Well No.: LFG-2
Site: Holbrook Landfill
Date Drilled: 05/15/19
Log Prepared By: Chip Freshcorn
Drilling Co.: CEC
Driller Name: Chip Freshcorn
Bench (Y/N): N
Weather: Partly Cloudy
Northing: N/A
Easting: N/A
Surface Elevation: N/A
Time Start Drilling: 1:45 PM
Time End Drilling: 3:20 PM
Well Pipe Size: 6"
Well Material: PVC
Solid Pipe: 0' AG; 15' BG
Perforated Pipe: 24'
Stone: 27'
Total Depth: 40'
Den
Composition
Temp (F)
Degree of
Decomposition
Amount of
Moisture
0-10
Soil, Plastic
--
Well
Dry
10-20
Soil, Plastic
--
Well
Moist
20-30
Soil
--
Well
Dry
30-40
Soil
--
Well
Dry
Survey information (N,E,EI) for LFG-2 was not provided at time of drilling.
Well was installed with no above grade stub up at site's direction.
CARLSON ENVIRONMENTAL CONSULTANTS, PC

DocuSign Envelope ID: 9A130415-49E6-4348-8FFB-38B2CBBDF7A1
0 Ft.
0 Ft.
-- Ft.
5 Ft.
6 Ft. _
7 Ft.
8 Ft.
39 Ft.
40 Ft.
Comments:
DRILL LOG
Slip -On Cap
Backfill: -- Ft.
Bentonite: -- Ft.
Backfill: -- Ft.
Bentonite: 1 Ft.
Well No.: LFG-1
Site: Holbrook Landfill
Date Drilled: 05/16/19
Log Prepared By: Chip Freshcorn
Drilling Co.: CEC
Driller Name: Chip Freshcorn
Bench (Y/N): N
Weather: Partly Cloudy
Northing: N/A
Easting: N/A
Surface Elevation: N/A
Time Start Drilling: 7:OOAM
Time End Drilling: 8:45AM
Well Pipe Size: 6"
Well Material: PVC
Solid Pipe: O' AG; 8' BG
Perforated Pipe: 31'
Stone: 33'
Total Depth: 40'
Den
Composition
Temp (F)
Degree of
Decomposition
Amount of
Moisture
0-10
Soil, Plastic
--
Well
Moist
10-20
Soil, Plastic
--
Well
Moist
20-30
Soil
--
Well
Dry
30-40
Soil
--
Well
Dry
CEC only installed up to the lower bentonite seal for LFG-1. Other site contractor installed backfill, upper bentonite seal and
completed the well.
Survey information (N,E,EI) for LFG-1 was not provided at time of drilling.
Well was installed with no above grade stub up at site's direction.
CARLSON ENVIRONMENTAL CONSULTANTS, PC

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1
•.:• • •• ��:• . •

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DocuSign Envelope ID: 9Al304l5-49E6-4348-8FFB-38B2CBBDF7A1
WELL TABLE
WELL /
SAMPLE ID
GRID
NORTHING
GRID
EASTING
TOP OF CASE
ELEVATION
GROUND
ELEVATION
TOP OF VALVE
ELEVATION
LFG-1
606200.1516
1458458.8530
744.25
744.30
N/A
LFG-2
606192.3567
1458554.9568
741.53
742.21
N/A
LFG-3
605860.1988
1459051.9452
753.56
753.82
N/A
LFG-4
605959.0454
1459213.3321
745.21
745.47
N/A
HP-15R
606087.6758
1458559.5388
N/A
749.02
748.99
SOLAR FLARE-1
606089.1300
1458610.9018
N/A
N/A
N/A
SOLAR FLARE-2
605834.0724
1459107.5115
N/A
N/A
N/A
VAULT-1
606151.3270
1458510.828
N/A
N/A
N/A
VAULT-2
606145.0440
1458503.9130
N/A
N/A
N/A
CAP
605997.8663
1459188.1799
N/A
N/A
N/A
TEE
1 605974.2271
1 1459175.8108
1 N/A
I N/A
N/A
CONTROL 102
N= 606721.381 '
E=1458504.335'
EL=746.17'
TP /MA G HUB
Lf
CONTROL 101
N= 606179.960'
E=1458420.596'
EL = 745.59'
TP /MAG HUB
Vfi UL / -L
I, JAMES M. PEARSALL, HEREBY CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION, FROM AN ACTUAL GROUND
(CONVENTIONAL) SURVEY MADE UNDER MY SUPERVISION AND
THAT THE INTENT OF THIS SURVEY IS TO SHOW THE AS -BUILT
CONDITIONS ONLY.
WITNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER
AND SEAL THIS 17th DAY OF JULY, 2019.
q.. 1,L /
JAMES M. P01IRSALL, PLS N.C. REG. No.: L-4650
HP-15R
9-o°°EESS/0°°°l/
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CONTROL
SOLAR FLARE
SOLAR FLARE - 1
CONTROL 104
N= 605894.490'
E=1459129.972'
EL = 746.58'
TP /MAG HUB
SOLAR FLARE
CONTROL BOX
LFG-3
CONTROL 103 of
N=606263.042' o
E=1459296.757' w
EL= 753. 58'
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DATE OF 07/15/2019
SURVEY:
SCALE: 1" = 40'
DRAWN BY: MJL
1 CHECKED BY: JMP 1
PROJECT: 05625.6001.00 1
GRAPHIC SCALE
0 20' 40' 80, 160, SHEET:
1/1
lit 40'

DocuSign Envelope ID: 9Al304l5-49E6-4348-8FFB-38B2CBBDF7A1
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DocuSign Envelope ID: 9A130415-49E6-4348-8FFB-38B2CBBDF7A1
kI NO 0 1 vmi
�0•• • 4••

DocuSign Envelope ID: 9Al304l5-49E6-4348-8FFB-38B2CBBDF7A1
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DocuSign Envelope ID: 9Al304l5-49E6-4348-8FFB-38B2CBBDF7A1
FQ�MlFiltration
Pressure Test Farm
Type: MS Tank Vapor Carbon Liquid Carbo ing System
qh�cr� � r
Construction Material —I q ti Li N!1 -4 sof-,ti c,
Intended use: Pressure <
Vacuum
P R M WO: _ 3 61,
Date: -/ / e
Pressure applied: 2,2 Pfi Pressure @ end of test Z-1.3
Duration of test:
Tested b
� :Pass_,`,
FAIL

DocuSign Envelope ID: 9Al304l5-49E6-4348-8FFB-38B2CBBDF7A1
FQA'u1lFiltration
Pressure Test Form
Type: MS Tank Vapor Carbon Liquid Carbon qiiiSys#emD
Construction Material rt k tv d-CL A101- F� kv-
Intended use: Pressure acuum
PRM WO: �U: 7.
Date:
Pressure applied: �S� Pressure @ end of test 9� s
Duration of test: l `i,o✓A
Tested b
PASS FAIL

DocuSign Envelope ID: 9Al304l5-49E6-4348-8FFB-38B2CBBDF7A1
FQ�1Filtration
Pressure Test Form
Type: MS Tank Vapor Carbon Liquid Carb Piping System
Construction Material 14 t,� �- d"mirb►-✓ ffF 4w4'`
Intended use: Pressur Vacuum
PRM WO: 6 3
Date: !
.1, 4" u,-"+ fY
Pressure appliedPressure @ end of test 12 7 pl', r
Duration of test: tio�,2
Tested b :
PASS �) FAIL

DocuSign Envelope ID: 9Al304l5-49E6-4348-8FFB-38B2CBBDF7A1
This page intentionally left blank.

DocuSign Envelope ID: 9A130415-49E6-4348-8FFB-38B2CBBDF7A1
1

DocuSign Envelope ID: 9Al304l5-49E6-4348-8FFB-38B2CBBDF7A1
This page intentionally left blank.

DocuSign Envelope ID: 9A130415-49E6-4348-8FFB-38B2CBBDF7A1
CONTROL PANEL
1. MET LISTED
508 & 698A
YES
2.DEADFRONT
3. VOLTAGE
120/240
4. PHASE
1
5. AUTO RESTART
YES
6. BREAKERS IN PANEL
NO, BREAKERS IN SERVICE PANEL
7. HOUR METERS
YES
8. AMP METERS
YES, LFG BLOWER
9. HOA AND RESET BUTTON
10. PLC
11. SURGE PROTECTOR
YES
SIEMENS LOGO
YES
12. PHASE MONITOR
NO
13. PANEL TRANSFORMER
IF NEEDED
14. FAN IN PANEL
NO
15. TELEMETRY
SENTINEL
16. BATTERY BACKUP
NO
ORIFICE PLATE AND
DIFFERENTIAL PRESSURE
GAUGE -DWYER 2025-BUNA
VERTICAL 3" SS BALL
VALVE, 6" x 3" CS
REDUCER, AND 6" CS
FLANGE
LOOSE ITEMS: o
1. SPARE DIFFERENTIAL PRESSURE GAUGE-DWYER 3" CS FLANGE
2025-BUNA LFG BLOWER
2. SOLAR PANEL #1- A SMALL CONCRETE PAD SHALL BE AMETEK EN101AG58L
POURED NEXT TO THE SKID TO MOUNT THE SOLAR .5HP 120V 1PH XP
PANEL, WHICH SHALL FACE SOUTH
3. FLARE #2 AND SOLAR PANEL#2 JCC M-5
4. 500 GALLON CONDENSATE TANK W/ H/L F' SAT (PRM
CAK# FLU CF07X7X & 2" CAMLOCK CONNECTION AT DIFFERENTIAL PRESSURE
TOP WITH DROP TUBE FOR EASY FLUID REMOVAL W/ GAUGE -DWYER 2025-BUNA
3.5'x 7'FLARE SKID
2 FLOAT
VAC TRUCK 6" ALUMINUM CHANNEL FORK POCKET
PLAN DETAIL
2" SS SWING CHECK
VALVE
GENERAL NOTES:
2"CST
1. PIPE SUPPORTS WILL BE PROVIDED AS NEEDED.
2. ALL PIPING AND FITTINGS SHALL BE BLACK STEEL, PAINTED
INDUSTRIAL GRAY UNLESS OTHERWISE NOTED
NO OPTIONS SELECTED BY CLIENT 3. ALL FLANGES SHALL BE ANSI 150 # EXCEPT FOR EXPANSION JOINT
FLANGES, WHICH WILL BE SPLIT FLANGES
4. PRM TO BACKFILL APPROXIMATELY 2' OF SOIL AT FLARE AND SKID TO
ALLOW FOR DRAINAGE AT MS TANK.
5. TOTAL HEIGHT OF ALL EQUIPMENT (EXCLUDING FLARE) MUST BE LESS
THAN 6'
8411
-MS-5 W/ INTEGRAL
DEMISTER
20+" 10+
1" CS UNI N
�72' SS BALL
FLARE #
J
O�
0� W
�z
On
U
2" ORIFICE PLATE
(BETA=.8)AND DIFFERENTIAL
PRESSURE GAUGE -DWYER
2000-0-BUNA
101
GFCI
4211
4" ALUMINUM CHANNEL
CONSTRUCTION-3.5' x 7' SKID
-2" EXPANSION JOINT (TYP. OF 2) PRM
CAK# GEXPSANCHVITON200
C ,
0
PRODUCT RECOVER MANAGEMENT, INC.
CLIENT:
PROJECT TITLE:
SHEETTITL
QUOTE NUMBER:
PROJECT NUMBER:
DATE
DRAWING NUMBER:
This information is proprietary and confidential.
MECKLENBURG COUNTY LAND USE AND
HOLLBROOKS LANDFILL
FLARE SKID PLAN DETAIL
PRM-6854
WO-5632
No copies or reproductions allowed without the
ENVIRONMENTAL SERVICES AGENCY
DATE:
I
DRAWN BY:
rNO.REVISION
n 1 /�
I V I
I
express written consent of PRM Inc.
45 SUTTLE AVENUE
5/1/19
CMP
www prmfiftratfan.eom
CHARLOTTE, INC 28208

DocuSign Envelope ID: 9A130415-49E6-4348-8FFB-38B2CBBDF7A1
3.5' x 7' FLARE SKID
BLOWER ELEVATION DETAIL
2" CS
2" SS SWING CHECK
VALVE
2" SS BALL VALVE,
LFG BLOWER
AMETEK EN101AG58L
.5HP 120V 1PH XP
Lel
D '-2" ALUMINUM
SQUARE TUBING
BLOWER FRAME
2" ALUMINUM ANGLE
MOOUNTING
BRACKETS _
TO FLARE
24"
/4" SS BALL VALVE W/ LOCKING KIT
6" ALUMINUM
CHANNEL
FORK POCKETS
'" a
" ALUMINUM CHANNEL SKID
Scale (ft.)
0 2 4
APRODUCT RECOVER MANAGEMEM,INC. aarw: vswccr*me. snse�Tms. ewre xuesa. mwecrnuaem: rv. aEvlslon DAiE wuwwsrvuassa
TM1is inkrmatgn is proprietary aM mp d.nU. MECKLENBURG COUNTY LAND USEAND HOLLBROOKS LANDFILL FLARE SqD BLOWER ELEVATION DETAIL PRM6854 MWO-5832
No copies ar reprotluc9cna allswreE vnMout iM1e ENVIRONMENTAL SERVICES AGENCY ItA �'1
express wrNen wnse�R of PRM lnc. 455UTTLE AVENUE eP5/1/19 eCMP M 2
MI Pirtnf M1[1iS10n,G CHARLOTTE, NC 28208

_ DocuSign Envelope ID: 9A130415-49E6-4348-8FFB-38B2CBBDF7A1
3.5' x 7' FLARE SKID
MS TANK ELEVATION DETAIL
3" CS
CUSTOM 2 FLOAT STEM
-LOCATED ON OTHER SIDE
OF TANK -SHOWN AS IS FOR
DRAWING CLARITY
3" SS BALL VALVE
6" CS FLANGE
-CONNECTION FROM
HDPE PIPE
21"
2" ALUMINUM
SQUARE TUBING
BLOWER FRAME
2" ORIFICE PLATE
(BETA=.8)AND
DIFFERENTIAL
PRESSURE GAUGE
-DWYER 2003-BUNA
MS-5 W/ INTEGRAL
DEMISTER
3" HDPE P-TRAP
CONNECTION ONSITE
TO CONDENSATE
TANK
6" ALUMINUM CHANNEL
FORK POCKETS
CONNECTION TO
BLOWER INLET
ALUMINUM CHANNEL SKID
�I
2" ALUMINUM ANGLE I­30 of MAX
MOOUNTING
Scale (ft.) BRACKETS
0 2 4
PRODUCT RECOVER MANAGEMENT, INC. MECKLENBURG COUNTY _AND USE AND vHOLLBROOKS LANDFILL
NO,! REOSION
This inmrn"rwn is proprgtary anE cpnfE '3'. FLARE SqD MS TANK ELEVATION DETAIL a PRM6854 MWO-5832� wuwwsrvuaeea
No copies ar reprotluc"cna allswreE unmoor me ENVIRONMENTAL SERVICESAGENCY M-3
express wrNen wnse�R of Pmlnc. 45SUTTLE AVENUE en 511/19 cCMP �VI J
MI PirtFN11[1iS1011.D0111 CHCHA
RLOTTE, NC 28208

_ DocuSign Envelope ID: 9A130415-49E6-4348-8FFB-38B2CBBDF7A1
FLARE #1 ELEVATION DETAIL
WINDSHIELD SUPPORT
WINDSHIELD
29If ROLLED 14 GA SS304 0
WINDSHIELD SUPPORT- - ®�
SS 304
6711
3" x 2"
BELL
2" SS BALL VAL
4" CS FLANGE- CONNECTION FROM
BLOWER
INTEGRAL FLAME
ARRESTOR
(QTY 4) RADIAL
GUSSETS-12" TALL x
42of .25" THICK
.25" x 12" SQUARE
MOUNTING PLATE
-FLARE THERMOCOUPLE
/�S 3 PART
FLAREHEAD
—OBLONG HOLE
FOR IGNITER
SPARK IGNITER
ECTION TO SOLAR IGNITER PANEL
TO SOLAR IGNITER PANEL
1/2" HALF COUPLING
ANGLED DOWN 5
DEGREES
1 /2" SS BALL VALVE
GENERAL NOTES:
1. ALL PLUMBING UP TO FLAREHEAD SHALL BE SCH 40 CS PIPE Scale (ft.)
2. FLARE SHALL BE GROUNDED BACK TO SERVICE
0 2 4
�RROOUCT RECOVER MANAGEMENT, INC. MECKLENSURG COUNTY LAND USE AND 10LL6ROOK5 LANDFILL sxssrTme. uore xue— va 32- wuwwsnuassx
This inkrmetpn is p.P,-, and..d.n '. FLARE #1 ELEVATION DETAIL PRM6554 WO-5832
No copies ar reprotluc9ena allsweE W...t th. ENVIRONMENTAL SERVICES AGENCY ItA A
208
writlen wnse�R of PRM lnc. 455UTTLEAVEN28 en 511/19 eCMP M 4
�W..FtnfiltrVtpenfl"" CHARLOTTE, NC AVENUE

_ DocuSign Envelope ID: 9A130415-49E6-4348-8FFB-38B2CBBDF7A1
PASSIVE FLARE ELEVATION DETAIL
WINDSHIELD
29If ROLLED 14 GA SS304
WINDSHIELD SUPPORT
SS 304
L9i
3" x 2" REDUCING
BELL
2" SS BALL VAL
4" CS FLANGE --
CONNECTION FROM
2I BLOWER
19
INTEGRAL FLAME
ARRESTOR
FLARE THERMOCOUPLE
CS 3 PART
FLAREHEAD
t®o - OBLONG HOLE
FOR IGNITER
o®
o SPARK IGNITER
CONNECTION TO SOLAR IGNITER PANEL
NECTION TO SOLAR IGNITER PANEL
1/2" HALF COUPLING
ANGLED DOWN 5
DEGREES
1 /2" SS BALL VALVE
(QTY 4) RADIAL
GUSSETS-1 2" TALL x
.25" THICK
.25" x 12" SQUARE Scale (ft.)
MOUNTING PLATE
GENERAL NOTES: 0 2 4
1. ALL PLUMBING UP TO FLAREHEAD SHALL BE SCH 40 CS PIPE
PRODUCT RECOVER MANAGEMENT, INC. MECKLENBURG COUNTY LAND USE AND r HOLLBROOKS LANDFILL sxssr.ms wre xuese. vanunsm wuwwsrvuussz
This inkrm m is p p—q and ppnSEentlal. PASSIVE FLARE ELEVATION DETAIL x PRM6854 W65832
No copies ar reprotlec .s11_W_. the ENVIRONMENTAL SERVICEEAGENCY ItA C
express vmtlen wnse�R& Pm lnc. 45 SUTTLE AVENUE eP5/1/19 eCMP �VI J
IMIMw.prltMt ttrwtpe t.G CHARLOTTE, NC 28208

DocuSign Envelope ID: 9A130415-49E6-4348-8FFB-38B2CBBDF7A1
MS TANK SUPPORT
ISOMETRIC DETAIL
11
BLOWER SUPPORT
ISOMETRIC DETAIL
2" ALUMINUM SQUARE TUBING
.5
GENERAL NOTES: 2" ALUMINUM ANGLE
1. HORIZONTAL SUPPORTS MAY BE NECESSARY MIDWAY BETWEEN
VERTICAL 2" SQUARE TUBING. ADD AS NECESSARY
FLAME ARRESTOR
DETAIL (NTS)
N LAST)
RETAINER—`
0
RETAINER
1/4" HOLE -TAPPED
JER BOLT
PRODUCT RECOVER MANAGEMENT, INC. CLIENT: PROJECT TITLE: SHEET TITLE: QUOTE NUMBER: PROJECT NUMBER: NO. REVISION DATE DRAWING NUMBER:
This information is proprietary and confidential. MECKLENBURG COUNTY LAND USE AND HOLLBROOKS LANDFILL BLOWER SUPPORT FRAME, MS PRM-6854 WO-5632
ENVIRONMENTAL SERVICES AGENCY n /� �(�
No copies or reproductions allowed without the SUPPORT FRAME, AND FLAME DATE: DRAWN BY: IVI V
express written consent of PRIM Inc. 45 SUTTLE AVENUE 5/9/19
www prmfiftratian.com CHARLOTTE, INC 28208 ARRESTOR DETAILS CMP

nruAinn Fn\/nlnnn IF) 9A13O41Fi-d9FR-A'IAR-RFFR-3RR9(.RRnF7A1
SERVICE POLE LOAD CENTER
G
N
120/240
1 PH 60HZ
L1
L2
e�
BLACK LEAD
BLACK LEAD
WHITE LEAD
20 AMP
m
m
m
m
20 AMP
20 AMP
20^AMP
15 AMP
G2
IV
-1
L2
BACKPLATE
RECEPTACLE
CONTROL CIRCUIT
01
02
MAIN BREAKER
100 AMP
03
04
—
Q40lC3RISfOR
05
06
CT
(1
#12 M1 G MC1 OL1 wrraps) Primary
07
L1 T1
1L1 1T1
BLACK-1L1 BLACKAT1
L2 T25GHPLOWER
1L2 RED-1L2 RED-1T2
.57 AMP
O8
L3 T3
z—
O9
RED-1T2 RED-1T2 1T2
10
11
— — — — — — — — — — — — — — — — — — — — — — — — — — —
— —
QAR
5 AMP
12
-----------------------------
HEAT
13
TRACE
5 WATTS
PER FOOT
14
— — — — — — — — — — — — — — — — — — — — — —
1AMP
15
— — — — — — — — — — — — — — — — — — — — — — — — — — —
— —
RECEPTACLE
AMP
16
----------------------------------
L2
17
L1
WHITE-N
18
19
III 14 MG
20
21
ED-0
22
23
WHITE-N
24
;ED-0
R1
25
26
27
FU1
;ED-0 i KTK-R-4 RED-120V
-CLFSS CC FUSE
28
IR 2MK 436OOVAC
29
30
31
RED-120V
WHITE-N
32
LFG BLOWER
LFG BLOWER
ON INDICATOR
LFG BLOWER
HOURMETER
SPARE
POWER ON
INDICATOR
LFG BLOWER
OVERLOAD FAULT
LFG BLOWER
OVERLOAD FAULT
INDICATOR
LFG BLOWER
OVERLOAD FAULT
(SENTINEL)
MS HIGH
LEVEL ALARM
MS HIGH
LEVEL ALARM
INDICATOR
MS HIGH
LEVEL ALARM
(SENTINEL)
MS HIGH
LEVEL SHUTDOWN
cc
Product Recovery Management Inc.
E
PROJECT TITLE:
VF
This information is proprietary and
M ECKLENBURG COUNTY LAND USE AND
confidential. No copies or reproductions
ENVIRONMENTAL SERVICES AGENCY
HOLLBROOKS LANDFILL
allowed without the express written consent
45 SUTTLE AVENUE
rmfiltration.com
of PRM Inc.
CHARLOTTE, NC. 28208
N 33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
SHEET TITLE:
CONTROL SCHEMATIC
cc
MS HIGH
LEVEL SHUTDOWN
INDICATOR
MS HIGH
LEVEL SHUTDOWN
(SENTINEL)
CONDENSATE
HIGH LEVEL
CONDENSATE
HIGH LEVEL
INDICATOR
CONDENSATE
HIGH LEVEL
(SENTINEL)
ISR POWER
SIEMENS PLC POWER
6ED1 052-1 MD00-OBA8
MS HIGH
LEVEL SHUTDOWN
CONDENSATE
HIGH LEVEL
SPARE
RESET
AVAILABLE
AVAILABLE
AVAILABLE
AVAILABLE
CAD FILE:
PROJECT NUMBER:
SCALE:
MECKLENBURG
5632
NTS
DATE:
DRAWN BY:
MET FILE:
4/30/19
CATLIN
SN0595
NO. REVISION I DATE
N 65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
DRAWING NUMBER
CR-1

vu0uolyn �IlvcwNc
Iv. �r�Iouw Io-w��O-wowo-orro-000c�.00vr/r.I
01
BLUE-24V WHITE/BLUE-24V
BLUE-24V
SENTINEL
O2
CH5
AVAILABLE
®®
03
(SENTINEL)
04
SENTINEL
05
CH6
AVAILABLE
(SENTINEL)
07
06
07
EXTERNAL
HIGH GAIN ANTENNA
SENTINEL
08
CH7
AVAILABLE
'
(SENTINEL)
®®
09
COMMUNICATION
CRADLEPOINT ROUTER
�$
(COR IBR200)
10
SENTINEL
1 1
CH8
'
AVAILABLE
(SENTINEL)
®®
12
Powered R1
EIHERNEr GIIIXE
13
AVAILABLE
(SENTINEL)
AVAILABLE
(SENTINEL)
AVAILABLE
(SENTINEL)
AVAILABLE
(SENTINEL)
SENTINEL
14
CH9
O 0
07
SENSAPHONE
15
16
a,
SENTINEL —
SENTINEL
17
—. O
CH 10
o
®®
18
19
000000000000
®mm®smm®a®®m mm
0 0
SENTINEL
20
CH 11
®®
21
22
23
SENTINEL
CH 12
ON 224
25
26
27
28
29
30
31
BLUE-24V WHITEIBLUE-24V
32
BLUE-24V
Product Recovery Management Inc.
CLIENT:
PROJECT TITLE:
P
This information is proprietary and
MECKLENBURG COUNTY LAND USE AND
confidential. No copies or reproductions
ENVIRONMENTAL SERVICES AGENCY
HOLLBROOKS LANDFILL
allowed without the express written consent
45 SUTTLE AVENUE
w.prmfiltration.com
of PRM Inc.
CHARLOTTE, INC. 28208
33
WHITE/BLUE-24V
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
Power Cord
Powered From R1
53
54
55
56
57
58
59
60
61
62
63
WHITEIBLUE-24V 64
SHEET TITLE'
CONTROL SCHEMATIC
DEEM
DEEM
MEEN
©
EE
m.
, m
m
E
mE
®o
®o
®o
®REM
MEM
MEM
I.D.
MECKLENBURG5632 (DWG #5632)
Voltage
120/240V
Phase
1
Panel FLA
9
Frequency
60hz
SCCR
1Oka
Largest Motor: 112 hp, 3.7fla
Nema Rating: 4
120VAC IN FOR CONTROLS
120VAC NEUTRAL
(terminals are jumped together)
120VAC FUSED
(terminals are jumped together)
A PHASE IN FOR LFG BLOWER
B PHASE IN FOR LFG BLOWER
0 LFG BLOWER (240V)
— — — LFG BLOWER MOTOR THERMALS
(jumper"T to "T' if no thermal protection)
CAD FILE:
PROJECT NUMBER:
SCALE:
MECKLENBURG
5632
NTS
DATE:
DRAWN BY: MET FILE:
4/30/19
CATLIN SN0595
REVISION DATE DRAWING NUMBER:
C P-2

INTRINSICALLY SAFE CIRCUITS
ISR1
ISR2
Non -Hazardous Area
For connecting only to
4.1 4.2
4.1 4.2
purely resistive non -energy
0
0
storing devices
� .1 5.2
.1 5.2
Q) Q)
Install in accordance with
— ---
— --- —----------
OBonded tosystem ground
—
Art.504 of the NEC
(D
o
Z D
_ =
G) 0
Z1
m m
= a:z
Hazardous Area
m m
r_ �
m
__
Class 1 Group A, B, C AND D
D =
C
=
o
m
I.S. NOTES
z
m
1. Maximum cable length - 21,217 ft.
Recovery Management
CLIENT
PROJECTTTLE
SHEET TITLE
CAD FILE PROJECT NUMBER SCALE
NO REVISION DATE
DRAWING NUMBER
AIR
ThisiProduct
i
This information is proprietary and
and
MECKLENBURG COUNTY LAND USE AND
MECKLENBURG 5632 NTS
confidential. No copies or reproductions
ENVIRONMENTAL SERVICES AGENCY
HOLLBROOKS LANDFILL
INTRINSIC TERMINAL DEFINITIONS
DATE: DRAWN BY: MET FILE:
CP-3
allowed without the express written consent
45 SUTTLE AVENUE
www.prmfiItration.co I
of PRM Inc.
CHARLOTTE, INC. 28208
4/30/19 CATLIN SN0595

IU: WA IOU4 I
OUTSIDE DOOR
1
INSIDE DOOR
LFG BLOWER POWER ON
O
SW1 PL1
AM1
HMi
OVERLO OVFAOLT L—LAGLARM MSH T.—L I
O O O O
PI-2 PI-3 PL4 PBL1
O U
BACKPLATE
00000 00 O O CP1
CR1 CR2 CR3 CR4 CR5
0 o g
w o �o �o �o .% �o
00 00 00 00
CT MCi Ri
FU1 PS1 SS1
® 0
a �
O .0
CC) SENI Na
00
i0i��
ISR1-ISR2
I�
is
mmmm �
0 0 o I> o
mmmm i�
IU
TERM1
I�
0
Qty.
Drawingl.D. Part No.
Description
Enclosure
1
28177-SS
Technomatic Stainless 24X24X10 w/ Interior Door & Backplate
Back late
1
PLC
6ED1 052-1MD00-0BA8
Siemens LOGO! PLC
4
CR1-CR4
9474
Finder Relay Base
4
CR1-CR4
55.34.9.120.0040
Finder Ice Cube Relay 120VAC
1
CP1
IBR200
Cradlepoint M2M Modem
1
CT
01293
Simpson Current Transformer 50:5 Ratio
1
MC1
100-009D10
Allen-Bradley Motor Controller
1
OL1
193S-EEPB
Allen-Bradley Motor Overload
1
FU 1
KTK-R-4
Bussman Class CC fuse
1
FU1
BM6031PQ
Buss Fuse Block
FUt
SAMI-7N
Buss Fuse Block Cover
1
PSI
6EP1332-5BA20
Siemens 24vdc 4amp Power Supply
1
R1
6720005430
Weidmuller 15amp Duplex DinRail Receptacle
1
SS1
SCD-1200
Sensaphone Sentinel
12
TERM1
1020200000
Wiedmuller Terminal Block
2
ISR1-ISR2
2865476
Phoenix Contact Intrinsically Safe Relay
10,
3240278
Phoenix Contact 30x4O Wire Duct
2
PK4GTA
Square D Equipment Grounding Bar Kit
1
PK9GTA
Square D Equipment Grounding Bar Kit
Outside Door
1
SW1
3SU1002-2BP40-OAAO
Siemens 3 Position Switch w/ Green Lens
3
SW1,PBL1
3SU1400-1AA10-1BAO
Siemens Normally Open Contact Block
2
SW1, PL1
3SU1401-1BC40-1AA0
Siemens 120v Green Led Module
3
PL2-PL4
3SU1001-6AA20-OAAO
Siemens Red Lens
4
PL2-PL4,PBL1
3SU1401-1BC40-1AA0
Siemens 120v Red Led Module
1
PBL1
3SU1001-OBB20-OAAO
Siemens Red Push Button
1
HM1
T50B2
ENM 120v Hourmeter
1
AM1
02140
Sim son 0-5amp Ammeter
MMI
Product Recovery Management Inc.
CLIENT:
PROJECT TITLE:
SHEET TITLE:
CAD FILE:
PROJECT NUMBER: SCALE:
NO.
REVISION
DATE
DRAWING NUMBER'.
��
This information is proprietary and
MECKLENBURG COUNTY LAND USE AND
MECKLENBURG
5632 NTS
confidential. No copies or reproductions
ENVIRONMENTAL SERVICES AGENCY
HOLLBROOKS LANDFILL
LAYOUT & BILL OF MATERIAL
DATE:
DRAWN BY
MET FILE:
C P-4
allowed without the express written consent
45 SUTTEE AVENUE
4/30/19
CATLIN
SN0595
WWW.prmfiltrationxom
of PRM Inc.
CHARLOTTE, INC. 28208

Certificate Of Completion
Envelope Id: 9Al3O4l549E643488FFB38B2CBBDF7A1
Subject: Please DocuSign: Holbrooks Rd LFG Remediation System_Record Report.pdf
Source Envelope:
Document Pages: 42 Signatures: 2
Certificate Pages: 2 Initials: 0
AutoNav: Enabled
Envelopeld Stamping: Enabled
Time Zone: (UTC-08:00) Pacific Time (US & Canada)
Record Tracking
Status: Original
10/8/2019 1:54:25 PM
Signer Events
Spencer W. Hollomon
[e-mail]
Smith Gardner, Inc.
Security Level: Email, Account Authentication
(None)
Electronic Record and Signature Disclosure:
Not Offered via DocuSign
Joan Smyth
[e-mail]
Vice President
Smith Gardner, Inc.
Security Level: Email, Account Authentication
(None)
Electronic Record and Signature Disclosure:
Not Offered via DocuSign
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Envelope Sent
Certified Delivered
Signing Complete
Holder: Spencer W. Hollomon
[e-mail]
Signature
EDII"Sil"Id by:
8B13721B7E5F488...
Signature Adoption: Pre -selected Style
Using IP Address: 24.106.183.110
byyy:,yEDI-Sig"_SId
EBA711F S
Signature Adoption: Pre -selected Style
Using IP Address: 24.106.183.110
Signature
Status
Status
Status
Status
Status
Signature
Signature
Status
Hashed/Encrypted
Security Checked
Security Checked
Docu5�".
6 S E C U R E D
Status: Completed
Envelope Originator:
Spencer W. Hollomon
14 N. Boylan Ave
Raleigh, NC 27603
[e-mail]
IP Address: 24.106.183.110
Location: DocuSign
Timestamp
Sent: 10/8/2019 1:55:50 PM
Viewed: 10/8/2019 1:56:00 PM
Signed: 10/8/2019 1:56:06 PM
Sent: 10/8/2019 1:56:09 PM
Viewed: 10/8/2019 1:56:24 PM
Signed: 10/8/2019 1:56:35 PM
Timestamp
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Timestamp
Timestamps
10/8/2019 1:56:09 PM
10/8/2019 1:56:24 PM
10/8/2019 1:56:35 PM

Envelope Summary Events
Completed
Status
Security Checked
Timestamps
10/8/2019 1:56:35 PM
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