8102_Rutherford_South_MSWLF_LFGInstallationSummaryReport_FID1646690_20190222

ENGINEERING, INC.
February 22, 2019
Mr. James Kilgo,
Solid Waste Director
Solid Waste Department - Rutherford County
P. O. Box 1957
Rutherfordton, North Carolina 28139
Subject: Rutherford County Solid Waste Facilities
Installation of Six Landfill Gas Probes
DSWM Permit No. 81-02 (South Facility)
DSWM Permit No. 81-03 and 81-05 (Central Facility)
Shield Project 1130184
Dear Mr. Kilgo:
Shield Engineering, Inc. (Shield) had proposed to install six new landfill gas probes, with three at
each of the two Rutherford County Solid Waste Facilities. Through Odom Engineering the Solid
Waste Section (SWS) had approved the installation of these six new landfill gas probes in
correspondence dated October 23 and November 2, 2018. As per our two proposals (i.e., P-
2018-296, and P-2018-362) dated September 19, 2018 and November 6, 2018 Shield had
provided cost estimates for the installation of these six new landfill gas probes. Rutherford
County subsequently issued two Purchase Orders for the installation of these new landfill gas
probes. Subsequently, the drilling for these six landfill gas probes was scheduled with Geologic
Exploration for January 28 and 29, 2019.
The installation of these six new landfill gas probes was completed on January 29, 2019. These
six landfill gas probes were installed at the locations proposed by Odom Engineering and shown
on maps in correspondence submitted to the SWS. The construction of these landfill gas probes
was completed in accordance with 15A NCAC 02C.0101. The Well Construction Records for
Landfill Gas Probes LFG-9, LFG-10, and LFG-I I installed at the Central Facility are attached.
Boring Logs for these same three landfill gas probes are also attached. The Well Construction
Records for Landfill Gas Probes LFG-14, LFG-15, and LFG-16 installed at the South Facility are
attached. Boring Logs for these same three landfill gas probes are also attached.
Since surveying of the these new landfill gas probes was not part of Shield's scope in our two
proposals, it should be noted that the surveyed ground elevations and coordinates for these six
new landfill gas probes are not included on their respective boring logs. The addition of these
new landfill gas probes as approved by the SWS, represents a change to the gas monitoring
network for both of the Rutherford County Solid Waste Facilities.
4301 Taggart Creek Road
Telephone [phone]
Charlotte, NC 28208 www,shieldengineering com
Fax [phone]
�a

Rutherford County Solid Waste Facilities
Installation of Six Landfill Gas Probes
Page 2
February 22, 2019
Following their installation, these landfill gas probes were allowed to establish a steady-state
equilibrium before landfill gas readings were collected in each of these landfill gas probes on
February 6, 2019. The data from these gas readings are included in Table 1. All of these landfill
gas probes exhibited no detectable gases, except for Landfill Gas Probe LFG-15. The presence
of methane in Landfill Gas Probe LFG-15 was measured at 11.5% of methane in air, which
exceeds the regulatory limit of 5% at the property boundary. This result was discussed with Mr.
Pete Dickerson of Odom Engineering on February 7, 2019.
If you should have any questions please do not hesitate to contact David Wallace either by e-mail
at dwallace @shieldengineering corn or by phone at 704-394-6913.
Sincerely,
SHIELD ENGINEERING, INC.
,i, avid Wallace, P.E.
S for Engineer
JDW/DAS
Attachments: Table 1
Well Construction Records
Boring Logs
cc: Mr. Pete Dickerson, Odom Engineering, Inc.
D DO
�t� UT
David A. Stoner, P.G., P.E.
Principal Engineer
HAProjects\2013\1130184 Rutherford County Methane\Project Management\]9-02-15 letter to Rutherford County for 6 new MPs.doc
t-.9HIELD

Rutherford County Landfill Facilities
Shield Project 1130184
TABLE 1
LANDFILL GAS MONITORING DATA
RUTHERFORD COUNTY LANDFILL FACILITIES
RUTHERFORD COUNTY, NORTH CAROLINA
Methane
Monitoring Probe
Identification
Date of Readings: February 6, 2019
Methane in Air (%)
H2S (ppm)
CENTRAL FACILITY
LFG-9
ND
ND
LFG-10
ND
ND
LFG-11
ND
ND
SOUTH FACILITY
LFG-14
ND
ND
LFG-15
11.5
ND
LFG-16
ND
ND
NOTES: 1) ND - Not Detected
2) NM -Not Measured
February 22, 2019
\\rds\company\Projects\2013\1130184 Rutherford County Methane\Project Management\Table 1.x1s

WELL CONSTRUCTION RECORD
This form can be used for single or multiple wells
1. Well Contractor Information:
JASON MANTAK
Well Contractor Name
A - 2580
NC Well Contractor Certification Number
GEOLOGIC EXPLORATION, INC
Company Name
2. Well Construction Permit #:
List all applicable well construction permits (i.e. County, Slate, Variance, ea;,)
3. Well Use (check well use):
Water Supply Well:
❑Agricultural
❑Geothermal (Heating/Cooling Supply)
❑Industrial/Commercial
❑Irrigation
Non -Water Supply Well:
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Geothermal (Heating/Cooling Return)
❑Municipal/Public
❑Residential Water Supply (single)
❑Residential Waler Supply (shared)
❑Recovery
❑Groundwater Remediation
❑Salinity Barrier
❑Stormwater Drainage
❑Subsidence Control
❑Tracer
❑Other(eXl5lainUnder #21 F
4. Date Well(s) Completed: 01 /28/19 Well ID# LFG-9
5a. Well Location:
RUTHERFORD COUNTY LANDFILL
Facility/Owner Name Facility ID# (i f applicable)
656 LAUREL HILL DRIVE RUTHERFORDTON 28139
Physical Address, City, and Zip
RUTHERFORD
County
Parcel Identification No- (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(ifwell field, one hd/long is sufficient)
350 21' 01.65" N 810 57' 07.25" NN,
6. Is (are) the well(s): ©Permanent or ❑Temporary
7. Is this a repair to an existing well: ❑Yes or 71No
If this is a repair, fill out known well construction information and explain the nature of the
repair under 921 remarks section or on the back ofthis,fonn.
8. Number of wells constructed: 1
For multiple injection or non-waler supply wells ONLY with the same con.slrttetion, you can
submit one form.
9. Total well depth below land surface: 15.0 (ft.)
For multiple wells list all depths if different (example- 3@200' and 2 rr 100')
10. Static water level below top of casing:
lfwater level is above casing, use "-i-"
11. Borehole diameter: 2.25 (in.)
DDT RODS
For Internal Use ONLY:
14. WATER TONES
FROM TO DESCRIPTION
ft. ft.
fr. ft.
15.OUTER CASING for mull-cnacd wells OR LINER if ■ licnblc
F7CUM TO DIAMETER THICKNESS MATERIAL
ft. ft. in.
16, INNER ('ASING OR'ft113ING 1pcathermal cloned-loo
FRC1H j Tit DIAMLATR I THICKNESS MATERIAL
0.0 f` 5.0 f` 1.0 '" SCH 40 PVC
ft. ft. in.
17. SCREEN
FROM 'M DIAMETER SLOTS17..E I THICKNESS I MATERIAL
5.0 f`• 15.0 f`. 1.0 in. .010 SCH 40 PVC
ft. ft. in.
18. GROUT
FRONt VO MATERIAL Eli PI.ACt?M ERrm En too &AMOUNT
0.0 f` 1.0 roan MNIWNIE SLURRY
ft. ft.
ft. ft.
19. SANDIGRAVEL PAC1{ ifa tlicable
FROM TO MAjrERIAI- EMPLAC.IEMENTMETHOD
3.0 ft• 15.0 f`• 20-40 FINE SILICA SAND
ft. ft.
20. DRILLINC; LOG attach additional slice to if nece,sn ry
FROM 'to uESCR IPTIONY rutr.lr. I-da, u. wiumrk IXpr, grain rice, el e.
0.0 f`. 5.0 ft. RED SILTY CLAY
5.0 ft• 15.0 f`• BROWN CLAY
ft. ft.
ft. ft.
fr. rr.
ft. ft.
ft. ft.
21. REMARKS
BENTONITE SEAL FROM 1.0 TO 3.0 FEET
***LANDFILL GAS PROBE***
22. Certification:
02/04/19
Signature of Certified Well Contractor Date
By signing this form, I hereby certify that the wells) was (were) constructed in accordance
with I5A NCAC 02C,'.0100 or 15A NCAC 02C'.0200 Well Construction Standards and thal a
copy of dds retort/ has been provided to the well owner.
23. Site diagram or additional well details:
You may use the back of this page to provide additional well site details or well
construction details. You may also attach additional pages ifnecessary.
SUBMITTAL INSTUCTIONS
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following:
Division of Water Quality, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
24b. For Injection Wells: In addition to sending the form to the address in 24a
above, also submit a copy of this form within 30 days of completion of well
12. Well construction method: construction to the following:
(i.e. auger, rotary, cable, direct push, etc,)
Division of Water Quality, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test: 24c. For Walgr Sting.1v & lideclion Wells; addition to sending the form to
the address(es) above, also submit one copy of this form within 30 days of
13b. Disinfection type: Amount: completion of well construction to the county health department of the county
where constructed.
M
Form GW-1 North Carolina Department of Environmcut and Natural Resources - Division of Water Quality Revised Jan. 2013

WELL CONSTRUCTION RECORD
This form can be used for single or multiple wells
For Internal Use ONLY:
1. Well Contractor Information:
JASON MANTAK
Well Contractor Name
A - 2580
NC Well Contractor Certification Number
GEOLOGIC EXPLORATION, INC
Company Name
2. Well Construction Permit #:
List all applicable well construction permits (i.e. County, Slnle, Variance, etc.)
3. Well Use (check well use):
Water Supply Well:
❑Agricultural
❑Geothermal (Heating/Cooling Supply)
❑Industrial/Commercial
❑Irrigation
❑Municipal/Public
❑Residential Water Supply (single)
❑Residential Water Supply (shared)
Non -Water Supply Well:
❑Monitoring ❑ Recovery
Inj"lian Well:
❑Aquifer Recharge
❑Groundwater Remedia[ion
❑Aquifer Storage and Recovery
❑Salinity Barrier
El Aquifer Test
❑Stormwater Drainage
❑Experimental Technology
❑Subsidence Control
❑Geothermal (Closed Loop)
❑Tracer
❑Geothermal (HcatinglCooling Return)
❑Other (explain under #21 Remarks)
4. Date Well(s) Completed: 01/28/19 Well
5a. Well Location:
RUTHERFORD COUNTY LANDFILL
LFG-10
Facility/Owner Name Facility ID# (if applicable)
656 LAUREL HILL DRIVE RUTHERFORDTON 28139
Physical Address, City, and Zip
RUTHERFORD
County
Parcel Identification No. (PIN)
14. WATER
7ONP9
FROM
TO DESCRIPTION
rr.
ft.
ft.
I ft.
15. 011TER CASING far multi -cased welts 0! LINER ifs lieable
FROM
TO
DIAME•I'ER TiIICKNES'S MATERIAL
ft.
ft.
in.
16. INNER CASING OR1'UBING
Igentbermal chased -lop
FROM
I TO
I DIAMETER I
THICKNESS
ti1ATERtAL
0.0 rt•I
5.0 ft.
1.0 in.
SCH 40
PVC
ft.
ft.
in.
17. SCREEN
FROM TO
DIAMETER
SLOTSIZ
THICKNESS
MATERIAL
5.0 rL 15.0 ft•
1.0 "'
.010
SCH 40
PVC
ft, ft.
in.
IS. GROtrf
FROM
TO
MATERIAL
EM1IPLACEMENT MLITHOD&AMOUNT
0.0 ft.
1.0 tt.
-11TLPNOBENTONITE
SLURRY
ft.
ft.
ft.
ft.
19.&ANDIGIIIAVELPACK Ifs ilieable
FROM
TO
MATERIAL I
EMPt.ACENt ENT METHOD
3.0 ft.
15.0 ft.
20-40
FINE SILICA SAND
ft.
ft.
20. DRILLING I.DC: nitaeh add i[inn id sheets if neressory
FROM
To
r
DESCR I p'rIDN tculn r, hardness, soilhnck lr a airs sin, etc.
0.0 ft-
5.0 ft.
RED SILTY CLAY
5.0 ft.
15.0 ft.
BROWN CLAY
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
21. REMARKS
BENTONITE SEAL FROM 1.0 TO 3.0 FEET
"""LANDFILL GAS PROBE***
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees: 22. Certification:
(if well field, one lat/long is sufficient)
350 21' 01.65" N 810 57' 07.25" 11,
6. Is (are) the well(s): ©Permanent or ❑Temporary
7. Is this a repair to -in existing well: ❑Yes or KNo
If This is a repair, fill out known Well construction infoonrnlion and explain the nature of die
repair under 821 remarks section or on the back of this, f rn4
S. Number of wells constructed: 1
For multiple injection or non-wwersuflflj� wells ONL 1' wilh the s•aine construction,you can
submit one form.
9. Total well depth below land surface: 15.0 (ft.)
For multiple wells list all depths if different (example- 3@200' mid 2 c� 100')
10, Static water level below top of casing:
If water level is above casing, use " r "
11. Borehole diameter: 2.25 (in.)
DDT RODS
Signature of Certified Well Contractor
02/04/19
Date
13'Nsigning This furor, / hereby certify that the well(s) was (were) constructed in accordance
Willi 15A AICAC 02U.0100 or 15A NCAC 02C .0200 Well Construction Standards and that a
cope of this record has been provided to the well owner.
23. Site diagram or additional well details:
You may use [he back of this page to provide additional well site details or well
construction details. You may also attach additional pages ifnecessary,
SUBMITTAL INSTUCTIONS
24a. For All W I : Submit this form within 30 days of completion of well
construction to the following:
(ft.) Division of Water Quality, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
24b. Car Injeclion Wells: In addition to sending the form to the address in 24a
above, also subunit a copy of this form within 30 days of completion of well
12. Well construction method: construction to the Following:
(Le, auger, rotary, cable, direct push, etc )
Division of Water Quality, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) _i Method of test: 24c. For Warr Stumly & Injection Wells; In addition to sending the form to
the address(es) above, also submit one copy of this form within 30 days of
13b. Disinfection type: Amount:. completion of well construction to the county health department of the county
where constructed.
Fonn GW-I North Carolina Department of Environment and Natural Resources - Division of Water Quality Revised Jan. 2013

WELL CONSTRUCTION RECORD
This form can be used for single or multiple wells
1. Well Contractor Information:
JASON MANTAK
Well Contractor Name
A - 2580
NC Well Contractor Certification Number
GEOLOGIC EXPLORATION, INC
Company Name
2. Well Construction Permit #t
List all applicable wel/ construction permits (i.e. County, State, Vm•iance, etc)
3. Well Use (check well use):
Water Supply Well:
❑ Agricultural
❑Geothermal (Heating/Cooling Supply)
❑ Industrial/Commercial
❑Municipal/Public
❑Residential Water Supply (single)
❑Residential Water Supply (shared)
Non -Water Supply Well:
❑Monitoring ❑Recovery
❑Aquifer Recharge
❑Groundwater Remediation
❑Aquifer Storage and Recovery
❑Salinity Barrier
❑Aquifer Test
❑Stormwater Drainage
❑Experimental Technology
❑Subsidence Control
❑Geothermal (Closed Loop)
❑Tracer
❑Geothermal(1lcalin Coolie Return)
®Other(tat 12inunder#211
4. Date Well(s) Completed: 01/28/19
Well ID#_ LFG-11
5a. Well Location:
RUTHERFORD COUNTY LANDFILL
Facility/Owner Name Facility IDN (ifapplicable)
656 LAUREL HILL DRIVE RUTHERFORDTON 28139
Physical Address, City, and Zip
RUTHERFORD
County
Paiccl Identification No (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(ifwell field, one fat/long is sufficient)
350 21' 01.65" N 810 57' 07.25" ►►,
6. Is (are) the well(s): 211'ermanent or ❑Temporary
7. Is this a repair to all existing well: ❑Yes or ZlNo
If this is a repair, fill oul known well construction information mtd explain the nature ofthe
repair under 021 remarks section or on the back of this. form, .
8. Number of wells constructed: 1
For multiple injection or non -water supply wel/s ONLY with the sfune construction,,pau can
submit one form.
9. Total well depth below land surface: 15.0
For multiple wells list all depths if different (example- 3 a 200' and 2@100')
10. Static water level below top of casing:
If water level is above casing, use "+"
11. Borehole diameter: 2.25 (ill.)
12. Well construction method: DPT RODS
(i.e. auger, rotary, cable, direct push, etc.)
(ft.)
For Internal Use ONLY:
14. WATER ZONES
FRONS TO DESCRIPT[ON
ft. ft.
ft. fr.
Is, OUTER CASINO for tnulti-cased wells).OR LINER f ■ ficaUle
FROM TO DIAMETER T1t1CKNESS AIATERIAL
ft.
fr. in.
16. INNER CASING, OR'f11BING eolhermal closed-luo
-FROM TO DIAMETER THICKNESS MATERIAL
0.0 ft' 5.0 R. 1.0 in' SCH 40 PVC
ft. ft. in.
17. SCREEN
FROM TO DIAMETER SLOTSIZE THICKNESS MATERIAL.
5.0 f`' 15.0 f` 1.0 "' .010 SCH 40 PVC
ft. ft. in.
18. GROUT
FROM TO MATERIAL KMPLACE:MPNT N1Ml1DD & AMOUNT
0.0 ft. 1.0 ft. PORTL DMNTMITE SLURRY
ft. ft.
ft. ft.
19. SAND/GRAVKL I'ACIC of n 1 dicable
FROM TO MNYERWL E31PLACEMENTAIET11011)
3.0 ft• 15.0 f`' 20-40 FINE SILICA SAND
ft. ft.
30, DR11.1.ING LOG atlnrIt Additional sheen if necessary)
FROM 'ro DESCRIPTION IceW, hanlncss, Nnllirack type, rain sirs etc.
0.0 ft• 5.0 ft- RED SILTY CLAY
5.0 f`• 15.0 ft• BROWN CLAY
ft. ft.
ft. ft.
ft. ft.
ft. ft.
ft. ft.
21. REMARKS
BENTONITE SEAL FROM 1.0 TO 3.0 FEET
***LANDFILL GAS PROBE***
22. Certification:
02/04/19
Signature of Certified Well Contractor Date
Hy signing this fftrm, / hereby certify that the well(.$) was (were) constructed in accordance
wilt 15A NCAC 02C.0100 or 15A NCAC 02C .0200 Well Construction Standards and that a
copy cf this record has been provided to the well owner,
23. Site diagram or additional well details:
You may use the back of this page to provide additional well site details or well
construction details, You may also attach additional pages ifnecessary.
SUBMITTAL INSTUCTIONS
24a. For 611 : Submit this form within 30 days of completion of well
construction to the following:
Division of Water Quality, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
24b. For lltiectipn Wells: In addition to sending the form to the address in 24a
above, also submit a copy of this form within 30 days of completion of well
construction to the following:
Division of Water Quality, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test: 24c. For Water Sunnly &t Inieriion Wells: In addition to sending the form to
the address(es) above, also submit one copy of this form within 30 days of
13b. Disinfection type: Amount: completion of well construction to the county health department of the county
where constructed,
Form GW-1 North Carolina Department of Enviionment and Natural Resources - Division of Water Quality Revised Jan. 2013

WELL CONSTRUCTION RECORD
This form can be used for single or multiple wells
1. Well Contractor Information:
JASON MANTAK
Well Conti -actor Name
A - 2580
NC Well Contractor Certification Number
GEOLOGIC EXPLORATION, INC
Company Name
2. Well Construction Permit #:
List all applicable well construction permits (i.e. County, Slote, fluriance, etc.)
3. Well Use (check well use):
Water Supply Well:
❑Agricultural
❑Geothermal (Heating/Cooling Supply)
❑ Industrial/Commercial
❑Municipal/Public
❑Residential Water Supply (single)
❑Residential Water Supply (shared)
Non -Water Supply Well:
❑Monitoring ❑ Recovery
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Geothermal (Heatine/CoolinR
❑Groundwater Remediation
❑Salinity Barrier
❑Stormwater Drainage
❑Subsidence Control
❑Tracer
®Other (explain Under 921 Remarks)
4. Date Well(s) Completed: 01/28/19 Well ID# LFG-14
5a. Well Location:
RUTHERFORD COUNTY LANDFILL
Facility/Owner Name Facility ID4 (if applicable)
656 LAUREL HILL DRIVE RUTHERFORDTON 28139
Physical Address, City, and Zip
RUTHERFORD
County parcel Idenlification No. (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(ifwell field, one ]at/long is sufficient)
350 21' 01.65" N 81 D 57' 07.25" W
6. Is (are) the well(s): ©Permanent or ❑Temporary
7. Is this a repair to an existing well: ❑Yes or [7]No
1f this is a repair, fill out known well construction information and e.Tplain the nanu•e o/the
repair under 1121 remarks section or on the back o/7his frn,m.
S. Number of wells constructed: 1
For multiple injection or non-ivoier supply wells ONLY with the some c•anstructirm, ,l ou ran
submit one form.
9. Total well deplh below land surface: 3.0 Of.)
For multiple wells fist all rhpilix if rliffenotil (example- 3@200' and 2(rP 100')
10. Static water level below top of casing: (ft.)
/ftvaier level is above casing, use "-I "
11. Borehole diameter: 2.25
DDT RODS
For Internal Use ONLY:
W. WATER ZONES
FROM TO DESCRIPTION
ft. ft.
fr. ft.
15. OUTER CASING for rjhLtmcd wells OR LINER ra ticablc
FROM ME TO DIA TF:II THICKNESS MATERIAL
ft. ft. in.
16. INNER CASING OR TUBING hielitherHmmat domd-10011)
FROM TO DIAMETER TLIIC'_KNFSS I MATERLIL
0.0 Ff 2 0 ft. 1.0ill.SCH 40 PVC
ft. ft.
17. SCREEN
FROM TO DIAMETER SLOTSIZE THICKNESS MATERIAL
2.0 ft' 3.0 ft. 1.0 O SCH 40 PVC
ft.
18. GROUT
FROM TO MATERIAL, F:MP[.ACr.MR r N MIIOD & AMOUNT
0.0 ft. 1.0 fL PORTLANDBENTONITE SLURRY
ft. ft.
ft. ft.
19.SAND/GIAVELPAC: ifa livable
FROM '110 MATERIAL. I ENPL.AC•EAtENI' 111FT110D
1.5 ft• 3.0 ft. 20-40 FINE SILICA SAND
ft. I ft.
20. DRILLING LCIC: alrach additional sheetrr if necemagj
FROM I TO DF.SCRI PTION color. bard ncu. soitlreck !Xrie, grain yin erc.
0.0 ft. 3.0 ft- RED SILTY CLAY
ft. ft.
ft. ft.
fr. ft.
ft, ft.
ft. ft.
ft. ft.
21. REMARKS
BENTONITE SEAL FROM 1.0 TO 1.5 FEET
***LANDFILL GAS PROBE***
22. Certification:
02/04/19
Signature of Certified Well Contractor Date
BY vi•gning dus.1brrn, 1 hereby certify that the well(s) was (were) constructed in accordance
With 15A NC'AC OA, ,0100 or 15A NCAC 02C'.0200 Well Construction Standards and that a
copy of they record has been provided to the well owner.
23. Site diagram or additional well details:
You may use the back of this page to provide additional well site details or well
construction details, You may also attach additional pages ifnecessary,
SI I BM ITTA L. INSTIICI'IONS
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following:
Division of Water Quality, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
24b. ror ln'eellon Wells: In addition to sending the form to the address in 24a
above, also submit a copy of this form within 30 days of completion of well
12. Well construction method: construction to the following:
(i.e. auger, rotary, cable, direct push, etc,)
Division of Water Quality, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY. 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test: 24t'• F: r W ie Su 1 d I Iron %i ells: In addition to sending the form to
the address(es) above, also submit one copy of this form within 30 days of
13b. Disinfection type: Amount: completion of well consb'uction to the county health department of the county
where consu uctcd.
Fort GW-1 North Carolina Department of f nvironment and Natural Resources - Division of Water Quality Revised Jan. 2013

WELL CONSTRICTION RECORD
This form can be used for single os multiple wells
For Internal Use ONLY:
1. Well Contractor Information:
JASON MANTAK
Well Contractor Name
A - 2580
NC Well Contractor Certification Number
GEOLOGIC EXPLORATION, INC
Company Name
2. Well Construction Permit #:
List all applicable well construction permits (4e. Counlp, State, Variance, etc.)
3. Well Use (check well use):
Water Supply Well:
❑Agricultural
❑Geothermal (Heating/Cooling Supply)
❑Industrial/Commercial
❑Irrigation
Non -Water Supply Well:
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Geothermal (Ideatine/Coolins
❑Municipal/Public
❑Residential Water Supply (single)
❑Residential Water Supply (shared)
❑Groundwater Remediation
❑Salinity Barrier
❑Stormwater Drainage
❑Subsidence Control
❑Tracer
❑Other f=14in under #21 I
4. Date Well(s) Completed: 01/28/19 Well ID# LFG-15
5a. Well Location:
RUTHERFORD COUNTY LANDFILL
Facility/Owner Name Facility ID# (ifapplicable)
656 LAUREL HILL DRIVE RUTHERFORDTON 28139
Physical Address, City, and Zip
RUTHERFORD
County Parcel Identification No. (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(if well field, one lat/loug is sufficient)
350 21' 01.65" N 810 57' 07.25"
6. Is (are) the well(s): 21"ermanent or ❑Temporary
7. Is this a repair to an existing well: ❑Yes or l7lNo
If this is a repair, fill out known well construction information and explain the nature ofthe
repair under 821 remarks section or on the back qfthiVj0ro4
1
14. WATER ZONES
FROM
TO
DESCRIPTION
ft.
ft.
ft.
ft.
IS. 01rrER CASING for mnlli-cuaM wells) OR LINER if 411111
FROM TO
DIAMETER
THICKNESS RIA'fF:RGII.
ft. I
in.
16. INNER CASING OR TVIIING eolhcrmal
closed-lw.
FROM 'r0
I DIAMETER I
TIIICKNtSS
MATERIAL
0.0 "' 5.0 ft•
1.0 "" I
SCH 40
PVC
ft, ft.
in.
17. RCRI'.KN
FROM
TO DIAMETER
S1.01'SIZE
TIIrCKNFSS
MATERIAL
5.0 fL
15.0 ft' 1.0 '"'
1 010
SCH 40
PVC
ft.
ft. in,
18. GROAT
FROM
TO
MATERIAL
EMPLACEMF.I TMFTIfOD&AMOUNT
0.0 It.
1.0 ft.
PORTLANDBENTONITE
SLURRY
ft.
ft.
ft.
rt.
11.SANINGRAVELPAcK ara Ilicablc
FROM
TO
MA'TP.RIAI. I
1:8IPI 'EAErfrnIU110D
3.0 It.
15.0 ft
20-40
FINE SILICA SAND
ft.
fr.
20. ORILLING
UX; attach additional Owe" if necessary
FIN I'm
'1'tI
DESCRIPTION Oular. hard nesa rollirocktype, grydn sire. etc,
0.0 ft-
5.0 ft-
RED SILTY CLAY
5.0 ft•
15.0 ft.
BROWN CLAY
ft.
ft.
ft.
ft.
ft.
(t.
ft.
ft.
ft.
21. REMARKS
BENTONITE SEAL FROM 1.0 TO 3.0 FEET
**"LANDFILL GAS PROBE***
22. Certification:
Signature ofCertified Well Contractor
02/04/19
Date
Hy si, oing this form, / hereh), certify that the weill's) was (were) constructed in accordance
with 15A NCAC 02C.', ll100 or 15A NCAC02C .020C1 Well Construction Slandards• and that a
copy of dus record has been provided io the well ownett
23. Site diagram or additional well details:
You may use the back of this page to provide additional well site details or well
8. Number of wells constructed: construction details. You may also attach additional pages ifnecessary.
For multiple injection or non-watersupplg wells ONLY with the .same construction, 7nu con
submit oneform, SUBMITTAL INSTUCTIONS
9. Total well depth below land surface: 15.0
For multiple wells list all depths ifdtfferent (example- 3@200' and 2@100')
10. Static water level below top of casing:
1f waler level is above casing, use " + "
ft.) 24a. For All Wrlls: Submit this forin within 30 days of completion of well
construction to the following:
(ft.) Division of Water Quality, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
IL Borehole diameter: 2.25 (in.) 241). For 11tie(tion Wells: In addition to sending the form to the address in 24a
DPT RODS above, also submit a copy of this form within 30 days of completion of well
12. Well construction method: construction to the following:
(i.e. auger, rotary, cable, direct push, etc.)
Division of Water Quality, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test- 24c. For Water Sulloly & Injection W •Its: Ln addition to sending the form to
the address(es) above, also submit one copy of this form within 30 days of
13b. Disinfection type: Amount: completion of well construction to the county health department of the county
whctc conch' IOCCI,
Form GW-1 North Carolina Department of Environment and Natural Resources - Division of Water Quality Revised Jan. 2013

WELL CONSTRUCTION RECORD
This form can be used for single or multiple wells
For Internal Use ONLY:
1. Well Contractor Information:
JASON MANTAK
Well Contractor Name
A - 2580
NC Well Contractor Certification Number
GEOLOGIC EXPLORATION, INC
Company Name
2. Well Construction Permit #:
List all applicable well construction permits (i, e. County, Stare, Variance, etc)
3. Well Use (check well use):
Water Supply Well:
❑Agricultural
❑Geothermal (Heating/Cooling Supply)
❑Industrial/Commercial
❑Irri ation
Non -Water Supply Well:
❑ Monitoring
Injection Well:
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Geothermal (Heatine/Cooline Return)
4. Date Well(s) Completed:
❑Municipal/Public
❑Residential Water Supply (single)
❑Residential Water Supply (shared)
❑ Recovery
❑Groundwater Remediation
❑Salinity Barrier
❑Stormvvater Drainage
❑Subsidence Control
❑Tracer
❑Other (exNah) under #21
01/28/19 Well ID# LFG-16
5a. Well Location:
RUTHERFORD COUNTY LANDFILL
Facility/Owner Name Facility ID# (ifapplicable)
656 LAUREL HILL DRIVE RUTHERFORDTON 28139
Physical Address, City, and Zip
RUTHERFORD
County
Parcel Identification No. (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(ifwefl field, one lat/long is sufficient)
350 21' 01.65" N 810 57' 07.25" ",
14. WATER ZONES
FROM
TO
DESCRIPTION
ft.
ft.
ft.
ft.
15. OUTER CASING for
multi -enact! wrlla O7 LSNER if s lienblc ,
FROMTfl-TO
DIAMETER Tll[CKNFSS MATERIAL
ft.
in.
16. INNER CASING OR I IIBING Newhermal
closed4on
FROM
'ro DIANTIETE11
THICKNESS
MATERIAL
0.0 ft'
7.0 ft' 1.0 "'
SCH 40
PVC
ft.
ft. In.
I?. SCREEN
FROM
TO
DIAMETER
SI.UT SIZE
THICKNESS
MATERIAL
7.0 ft'
12.0 ft•
1.0 in.
.010
SCH 40
PVC
ft.
ft.
in.
18. GROUT
FROM
TO
MATERIAL
Eat PLAC.'EM EKr M E•1'fl oD & AMO L:NT
0.0 ft.
3.0 ft'
PORTUWOOENTONITE
SLURRY
ft.
ft.
ft.
Ft.
19, SANINGRAVEL PACK Ilf rt IicaUy
F'ROk
TO
MATERIAL
FAIPI.AC£MENTMETHOD
5.0 f'
12.0 ft.
20-40
FINE SILICA SAND
ft.
ft.
10. DRII..tdNG
I_nG to tea
rh additional wheels itnt:cessaty
FROM
TO
DESCR1PTIf1N eutnr, dnntursa, xoilltrxk t e rain sirs, etc.
0.0 ft.
5.0 ft-
RED SILTY CLAY
5.0 ft'
1210 ft.
BROWN CLAY
it.
ft.
ft.
ft.
It.
ft.
ft.
ft.
ft.
ft.
21. REMARKS
BENTONITE SEAL FROM 3.0 TO 5.0 FEET
-LANDFILL GAS PROBE*
22. Certification:
Signawrc ofCcrtified Well Contractor
02/04/19
Date
6. Is (are) the well(s): ©Permanent or ❑Temporary lay'I;irntn4 this. form, l hereby certify that the well(s) was (were) constructed in accordance
with 15A NCAC t12C,010t1 or 15A NCAC 02C',t1200 Well Construction Standards and that a
7. Is this a repair to an existing well: ❑Yes or ElNo copy of/his record has been provided to the well owner.
if this is a repair, fill out known well construction information and explain the nature of dne
repair under #21 remarks section or on the back of ihis,forny 23. Site diagram or additional well details:
YOU may use the back of this page to provide additional well site details or well
8. Number of wells constructed: 1 construction details. You may also attach additional pages if necessary,
For multiple injection or non -water supply welly ONLY with the same c•onstruc•tion,,iou can
submitoneform. SUBMITTAL INSTUCTIONS
9. Total well depth below laud surface: 12•0 (I't) 24a. for All Wells: Submit this form within 30 days of completion of well
For multiple wells list all depths if differew (example- 3 a 200' and ? a 100) construction to the following:
10. Static water level below top of casing:
lfwater level is above casing, use " + "
11. Borehole diameter: 2.25
12. Well construction method: _
(i.e. auger, rotary, cable, direct push, etc.)
(ill.)
DPT RODS
(ft.) Division of Water Quality, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
241r. For Injection Wells: In addition to sending the form to the address in 24a
above, also submit a copy of this form within 30 days of completion of well
construction to the following:
Division of Water Quality, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test: 24c. Fnr Water SunXIly Si In*erf(an Wells- tr addition to sending the form to
the address(es) above, also submit one copy of this form within 30 days of
13b. Disinfection type: Amount: completion of well construction to the county health department of the county
where constructed.
Form GW-I North Carolina Department of Environment and Natural Resources - Division of Water Quality Revised Jan. 2013

BORING LOG OUTUT
ENGINEERING, INC.
Report No.: 1130184-09 DATE: 02-07-19
Client: Rutherford County -
Project: Rutherford County Landfill - Central
Boring No,LFG-9
T:
Dc 15.0'
1 Elev:
Location:
Type of Boring: GP
Started: 1/28/19 Completed: 1/28/19
Driller: Geolo iC Exploration
Elevation
Depth
DESCRIPTION OF MATERIALS
(Classification)
* Sample
Blows
Depth
_ Feet
(le ppmj
LOG
REMARKS
Red, Clayey SILT
Grout from I'to
surface.
Above grade
2.50
locking cover with
Brown, Micaceous Fine to Medium Sandy SILT
concrete pad.
Bentonite 1-3'
Set 1" PVC probe
to 15'
7.00
Pink, white, brown, Silty Fine to Medium
SAND
Sand 3-15'
9.00
White and brown, Silty Fine to Coarse SAND
10.00
Orange and brown, Silty Fine to Medium SAND
Screen 5-15'
14.00
Dark brown, Micaceous Silty Fine to Medium
_
SAND
15.00
Boring terminated at 15 feet.
*Number of blows required for a 140 lb hammer dropping 30" to drive 2" O.D., 1.375" I.D. sampler a total of 18 inches in three 6" increments. The sum of the
last two increments of penetration is termed the standard penetration resistance, N.

BORING LOG
ENGINEERING, INC.
Report No.: 1130184-09
DATE: 02-07-19
Client: Rutherford County
Project: Rutherford County Landfill - Central
Boring No.: LFG-10
Total
� 15.0'
1Elev7
I Location:
Type of Boring: GP
I Started: 1/28/19 Co leted: 1/28/19
Driller: Geolo is Exploration
Elevation
Depth
p
DESCRIPTION OF MATERIALS
* Sample
Sample
p
OVA
(ppm)
WELL
REMARKS
(Classification)
Blows
F
PPM
LOG
Red, Clayey SILT, traces of Fine to Medium
Sand
Grout from F to
surface.
2.00
_ _ __ _ _ _ _
Above grade
Brown, Micaceous Fine to Medium Sandy
locking cover with
SILT, traces of Clay
concrete pad.
Bentonite 1-3'
Set V PVC probe
to 15'
6.50
_______________ _____ --
Black and brown, Micaceous Fine to Medium
-
Sandy SILT
Sand 3-15'
Screen 5-15'
12.50
Pink, white, brown, Silty Fine to Coarse SAND
13.50
------------------------
White and brown, Silty Fine to Medium SAND
15.00
Boring terminated at 15 feet.
*Number of blows required for a 140 lb hammer dropping 30" to drive 2" O.D., 1.375" I.D. sampler a total of 18 inches in three 6" increments. The sum of the
last two increments of penetration is termed the standard penetration resistance, N.

BORING LOG SHIELD
ENGINEERING, INC.
Report No.: 1130184-09
DATE: 02-07-19
Client: Rutherford County
Project: Rutherford Coun Landfill - Central
Boring No.: LFG-11
Dew 15.0'
Elev:
Location:
Type of Boring: GP
Started: 1/28/19 Completed: 1/28/19
Driller: Geolo is Exploration
Elevation
Depth
DESCRIPTION OF MATERIALS
* Sample
Sample
Depth(pp
j
LOG
REMARKS
(Classification)
Blows
Ee
Red, Clayey SILT
1.50
Grout from I'to
2.00
surface.
Above grade
White Rock
Red, Fine to Medium Sandy SILT
locking cover with
concrete pad.
Bentonite 1-3'
5.00
Brown, Silty Fine to Medium SAND
—
Set 1" PVC probe
to 15'
Sand 345'
8.60
9.00
Rock
_seams _at8_.6' _______ __ __
Green and brown, Silty Fine to Medium SAND
Screen 5-15'
11.50
------------------------
Gray, Silty Fine to Coarse SAND with rock
seams
15.00
Boring terminated at 15 feet.
*Number of
blows reauired
for a 140 lb hammer dronning 30" to drive 2" O.D.. 1.375" I.D.
samnler a total
of 18 inches
in three
6" increments. The sum of the
last two increments of penetration is termed the standard penetration resistance, N.

BORING LOG
.ijuLD
ENGINEERING, INC.
Report No.: 1130184-09 DATE: 02-07-19
Client: Rutherford County
Project: Rutherford County Landfill - South
Boring No.: LFG-14
To"ht4 Elev:
Location:
Type of Boring: GP Started: 1/28/19 Completed: 1/28/19 Driller: Geologic Exploration
DESCRIPTION OF MATERIALS Sample Sample
Elevation Depth Depth (pp ) LOG REMARKS
(Classification) Blows (Feet)
Red and brown, Micaceous Clayey SILT, some
Fine to Medium Sand
set I" PVC probe
to 3',
1.50
Grout from Fto
Brown, Fine to Medium Sandy SILT, traces of
surface.
Clay
Above grade
locking cover with
concrete pad.
Bentonite 1-1.5'
Sand 1.5-4'
4.00
Screen 2-3'
water at 3.5'
Boring terminated at 4 feet.
"Number of blows required for a 140 lb hammer dropping 30" to drive 2" O.D., 1.375" I.D. sampler a total of 18 inches in three 6" increments. The sum of the
last two increments of penetration is termed the standard penetration resistance, N.

BORING LOG OUTUT
ENGINDLD
EERING, INC.
ReportNo.: 1130184-09
DATE: 02-07-19
Client: Rutherford County
Project: Rutherford Coun Landfill - South
Total
Boring No.: LFG-15 De th 15.0' 1 Elev: Location:
Type of Boring: GP I Started: 1/28/19 Completed: 1/28/19 Driller: Geologic Exploration
DESCRIPTION OF MATERIALS * Sample Sample OVA WELL
Elevation Depth Depth (ppm) LOG REMARKS
(Classification) Blows eet
Red, Micaceous Clayey SILT, some Fine to
Medium Sand
Grout from 1' to
surface.
2.00
______________ _ ____
Above grade
Red, Micaceous Fine to Medium Sandy SILT,
locking cover with
some Clay
concrete pad.
Bentonite 1-3'
4.00
White and brown, Micaceous Silty Fine to
Coarse SAND
Set 1" PVC probe
to 15'
6.50
Purple, Fine to Medium Sandy SILT
7.50
Purple and brown, Silty Fine to Medium SAND
Sand 3-15'
10.00
k_
__ ___________
Brown, Silty Fine to Medium SAND
Screen 5-15'
13.00
____________________ __
Brown and white, Silty Fine to Coarse SAND
15.00
Boring terminated at 15 feet.
*Number of
blows re auired
for a 140 lb hammer dropping 30" to drive 2" O.D.. 1.375" I.D.
sampler a total
of 18 inches
in three
6" increments. The sum of the
last two increments of penetration is termed the standard penetration resistance, N.

BORING LOG
ENGINEERING, INC.
ReyortNo.: 1130184-09
DATE: 02-07-19
Client: Rutherford County
Project: Rutherford County Landfill - South
Boring No.: LFG-16
tak
D pth 12.0'
1 Elev:
Location:
Type of Boring: GP
I Started: 1/28/19 Completed: 1/28/19
Driller: GeolO ie Exploration
Elevation
Depth
DESCRIPTION OF MATERIALS
(Classification)
* Sample
Blows
Depth
eet
(ppm)
WELL
LOG
REMARKS
Brown, Fine to Medium Sandy SILT, some Clay
1.00
Red, Clayey SILT, some Fine to Medium Sand
•:
Grout from 3' to
surface.
Above grade
locking cover with
concrete pad.
Bentonite 3-5'
Set 1" PVC probe
to 12'
6.001________________________
Brown, Fine to Medium Sandy SILT, some Clay
7.00
__brow________
Pink and n, Fine to Medium Sandy SILT
Sand 5-15'
9.50
White and brown, Silty Fine to Coarse SAND
Screen 7-12'
12.00
Boring refusal at 12 feet.
'Number of blows rcouired
fora 140 tb haEnrrier dronning 3O" to drive 2" O.D.. 1.375" I.D.
sampler a total
of 18 inches
in three
6" increments.
The sum of the
last two increments of penetration is termed the standard penetration resistance, N.

JOB NUMBER:
18151
O
0
LFG-5
N(SPC): 65496.51
E(SPC): 1161704.35
GROUN EL: 845.67'
LFG-14
P OPOSED LFG PROBE
FACILITY BOUNDARY
LFG-15
PROPOSED LFG PROBE
LFG-16
PROPOSED LFG PROBE
/ LFG-8
N(SPC): 565777.38
7 GROUND EL: 809.10'
): 1162340.97
ID EL: 831.48'
N�(�
r V—V
: 565616.72
SPC): 1161995.05
GROUND EL: 857.60'
PROBES TO BE CONVERTED TO LFG VENTS
APPROXIMATE WASTE BOUNDARY
FACILITY BOUNDARY
N(SPC""
(SPC . `
E(SPC): 116298 .
GROUND EL: 777.
10
►. 5844.70
I: 11 3230.39
D E 758.79'
NOTE: All Locations and Elevations e
based on VRS Data Utilizing SPC/NC32 ,
NAD83(2011), and GEOIDI28 Datums.
El
UNUSED BLOCK /
BUILDING
'LFG-12
LFG-13 N(SPC): ;L-5
67.67
XOUNDARY---,,.N(SPC : E(SPC): 180.19
): 1162921.07 GROUND 787.66'
L• 78228
LFG-
N(SPC): 5218.95
E(SPC): 116 68.23
GROUND EL: .59' LFG- /
N C): 75.
(SPC 162 .12
G" ND 793.08'
LFG-
N
56
93'
i
LFG-2
N(SPC): 564996.
E(SPC): 11 2.63
G EL: 80.. '
.w.:
4,
. SPAPOLIM ...
FlwNG RAN •, .-,7 F�=
(OPENI SIRUCTUIAN�
w
LFG-11
N(SPC): 565285.97
E(SPC): 1163906.46
GROUND EL: 786.70'
"��
#2 BLD�
FACILITY BOUNDARY
100 0 50 100
GRAPHIC SCALE
FACILITY BOUNDARY
200
300
I INCH = 100 FEET
w
a
0
R.
W N V) I q- I LO 1 c0
0_
I HEREBY CERTIFY THAT THIS
PLAN AND SPECIFICATION
WAS PREPARED BY ME OR
UNDER MY DIRECT
SUPERVISION AND THAT I AM
A DULY REGISTERED
ARCHITECT OR ENGINEER
UNDER THE LAWS OF THE
STATE OF NORTH CAROLINA
AS SIGNIFIED BY MY HAND
AND SEAL.
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SCALE: 1 "=100'
DATE: 10/18/18
DRAWN BY: PED
CHECKED BY: DWO
PROJECT MGR: DWO
SHEET:
1 OF 1 0