4501_HendersonCountyMSW_InjectionWell_DIN27866_20160524

May 24, 2016 0839-650615.600
Ms. Jackie Drummond Department of Environmental Quality
Division of Waste Management - Solid Waste Section 2090 US Highway 70
Swannanoa, North Carolina 28778 [e-mail]
RE: SUMMARY OF INJECTION WELL INSTALLATION HENDERSON COUNTY MUNICIPAL SOLID WASTE LANDFILL, PERMIT NO. 45-01 HENDERSONVILLE, NORTH CAROLINA
Dear Jackie:
On behalf of Henderson County, Golder Associates NC, Inc. (Golder) is submitting the enclosed letter
report summarizing the installation of injection well IW-1 at the closed Henderson County Municipal Solid Waste (MSW) Landfill in Hendersonville, North Carolina (NC). The injection well was installed in
accordance with the Corrective Action Plan (CAP), dated June 24, 2015, which was approved by the NC Department of Environmental Quality (DEQ, formerly NC Department of Environment and Natural
Resources) in a letter dated July 13, 2015.
On March 8 and 9, 2016, a Golder licensed geologist provided oversight for the installation of injection
well IW-1 in accordance with Title 15A of the North Carolina Administrative Code (NCAC), Subchapter 2C .0100, the approved CAP, and Draft North Carolina Water Quality Monitoring Guidance Document for
Solid Waste Facilities; Solid Waste Section, Division of Solid Waste Management; Department of Environment, Health and Natural Resources (March 1995). The well was installed by South Atlantic
Environmental Drilling and Construction Company, Inc. (SAEDACCO) of Fort Mill, South Carolina using a Gus Pech Brat GP-1100E drilling rig utilizing 6.25-inch inner diameter (ID) hollow stem augers (HSAs)
and a 6-inch outer diameter (OD) downhole hammer.
The boring was advanced with HSAs to the approximate saprolite / bedrock interface at 30 feet below
ground surface (bgs). Afterwards, the boring was advanced utilizing air drilling methods with a downhole hammer to the target depth of 65 feet. The injection well was constructed with 2-inch schedule 40
polyvinyl-chloride (PVC) screen and riser pipe. The 0.010-inch slotted screen was installed from 45 to 65 feet bgs. The filter pack consisted of Driller Service Inc. (DSI) #2 sand from 43 to 65 feet bgs. A filter
pack seal was installed from 41 to 43 feet bgs and consisted of 3/8-inch bentonite chips. The remaining annular space was filled with Type I Portland cement. The surface completion consisted of a 2-foot by
2-foot by 2-foot vault with a lockable lid and a 3-foot by 3-foot by 0.5-foot concrete apron. The boring / well construction log and Form GW-1 Rev. 8/13 are provided as Attachment A.
The well was developed on March 9, 2016, utilizing a Waterra inertial pump until field parameters stabilized and relatively sediment-free water was obtained. The well was developed for 2.5 hours and
approximately 72 gallons of water was removed. The well development form is provided as Attachment B. The well was surveyed by Regional Land Surveyors, Inc. of Greensboro, North Carolina on March 18,
2016. A sealed survey letter is provided as Attachment C. The location of IW-1 is shown on Drawing 1.
Should you have any questions or require additional information, please do not hesitate to contact the
undersigned at [phone].

Golder Associates NC, Inc.
5B Oak Branch Drive Greensboro, North Carolina, 27407 Tel: [phone] Fax: [phone] www.golder.com Engineering Lic. No. C-2862/Geology Lic. No. C-399 Golder Associates: Operations in Africa, Asia, Australasia, Europe, North America and South America

ATTACHMENT A
BORING AND WELL CONSTRUCTION LOGS AND WELL CONSTRUCTION RECORDS
0.00 - 3.00SILTY SAND, medium, brown, non-cohesive, moist, some largegravel
3.00 - 9.50SILTY SAND, fine, light grey, non-cohesive, moist
9.50 - 11.00SILT, some fine sand, trace clay, light grey, non-cohesive, verymoist
11.00 - 14.00Wet at 11 ft
14.00 - 15.00More competent at 14 ft
15.00 - 25.00SILTY SAND, fine, some clay, grey, non-cohesive, wet
25.00 - 28.00CLAYEY SAND, fine, grey, cohesive, wet
28.00 - 30.00More competent at 28 ft
30.00 - 39.00Terminated HSA drilling at 30 ft
39.00 - 42.00WEATHERED ROCK, light grey
SM
SM
ML
ML
ML
SM
SC
SC
SC
PWR
3.00
9.50
11.00
14.00
15.00
25.00
28.00
30.00
39.00
2186.96
2180.46
2178.96
2175.96
2174.96
2164.96
2161.96
2159.96
2150.96
EL
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(f
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)
WELLCONSTRUCTIONDETAILS
SAMPLES
DESCRIPTION
SOIL PROFILE
SHEET 1 of 2
Log continued on next page
RE
C
LOCATION: Hendersonville, NC
RECORD OF BOREHOLE IW-1
DE
P
T
H
(f
t
)
0
5
10
15
20
25
30
35
40
LOG SCALE: 1 in = 5 ft
DRILLING COMPANY: SAEDACCO
DRILLER: Robert Miller
GA INSPECTOR: David Reedy, PG
CHECKED BY: Rachel P. Kirkman, PG
DATE: 5/16/16
PROJECT: Henderson County LandfillPROJECT NUMBER: 0839650615.600DRILLED DEPTH: 65.00 ft
DRILL RIG: Gus Pech GP-1100EDATE STARTED: 3/8/16DATE COMPLETED: 3/9/16
DEPTH W.L.:9.30DATE W.L.:3/9/16TIME W.L.:12:34
NORTHING: 602,096.76EASTING: 956,729.44GS ELEVATION: 2189.96TOC ELEVATION: 2189.48 ft
MONITORING WELL/PIEZOMETERDIAGRAM and NOTES
WELL CASING Interval: 0.5 ft - 45 ft Material: PVC Diameter: 2 in Joint Type: Threaded
SURFACE CASING Interval: NA Material: NA Diameter: NA
WELL SCREEN Interval: 45 ft - 65 ft Material: PVC Diameter: 2 in Slot Size: 0.010 in End Cap: Threaded
FILTER PACK Interval: 43 ft - 65 ft Type: #2 Sand
FILTER PACK SEAL Interval: 41 ft - 43 ft Type: 3/8 in Bentonite Chips
ANNULUS SEAL Interval: 2 ft - 41 ft Type: Type I PortlandCement
WELL COMPLETION Pad: 3 ft X 3 ft X 0.5 ftConcrete Protective Casing: 2 ft X 2 ftX 2 ft Vault
DRILLING METHODSSoil Drill: 6.25-inch ID HollowStem AugersRock Drill: 6-inch DownholeHammer
BO
R
E
H
O
L
E

R
E
C
O
R
D

H
E
N
D
E
R
S
O
N

I
W
-
1

B
O
R
I
N
G

L
O
G
.
G
P
J

P
I
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D
M
O
N
T
.
G
D
T

5
/
2
0
/
1
6
DEPTH(ft)US
C
S
ELEV.
TY
P
E
GR
A
P
H
I
C
LO
G
SA
M
P
L
E

N
O
.
2185
2180
2175
2170
2165
2160
2155
2150
39.00 - 42.00WEATHERED ROCK, light grey (Continued)
42.00 - 44.00Moist cuttings
44.00 - 45.00Weathered Rock, tan cuttings, moist to wet
45.00 - 49.00BEDROCK, competent, producing a lot of water, from possibly ontop of bedrock
49.00 - 59.00Fractures from 49 - 51 ft
59.00 - 61.00Fracture at 59 ft
61.00 - 63.00Fractures from 61 - 61.5 ft
63.00 - 65.00Fractures from 63 - 64 ft
65.00 - 67.00Terminated boring at 65 ft
Boring completed at 65.00 ft
PWR
PWR
PWR
BR
BR
BR
BR
BR
42.00
44.00
45.00
49.00
59.00
61.00
63.00
65.00
67.00
2147.96
2145.96
2144.96
2140.96
2130.96
2128.96
2126.96
2124.96
2122.96
EL
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V
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(f
t
)
WELLCONSTRUCTIONDETAILS
SAMPLES
DESCRIPTION
SOIL PROFILE
SHEET 2 of 2
RE
C
LOCATION: Hendersonville, NC
RECORD OF BOREHOLE IW-1
DE
P
T
H
(f
t
)
40
45
50
55
60
65
70
75
80
LOG SCALE: 1 in = 5 ft
DRILLING COMPANY: SAEDACCO
DRILLER: Robert Miller
GA INSPECTOR: David Reedy, PG
CHECKED BY: Rachel P. Kirkman, PG
DATE: 5/16/16
PROJECT: Henderson County LandfillPROJECT NUMBER: 0839650615.600DRILLED DEPTH: 65.00 ft
DRILL RIG: Gus Pech GP-1100EDATE STARTED: 3/8/16DATE COMPLETED: 3/9/16
DEPTH W.L.:9.30DATE W.L.:3/9/16TIME W.L.:12:34
NORTHING: 602,096.76EASTING: 956,729.44GS ELEVATION: 2189.96TOC ELEVATION: 2189.48 ft
MONITORING WELL/PIEZOMETERDIAGRAM and NOTES
WELL CASING Interval: 0.5 ft - 45 ft Material: PVC Diameter: 2 in Joint Type: Threaded
SURFACE CASING Interval: NA Material: NA Diameter: NA
WELL SCREEN Interval: 45 ft - 65 ft Material: PVC Diameter: 2 in Slot Size: 0.010 in End Cap: Threaded
FILTER PACK Interval: 43 ft - 65 ft Type: #2 Sand
FILTER PACK SEAL Interval: 41 ft - 43 ft Type: 3/8 in Bentonite Chips
ANNULUS SEAL Interval: 2 ft - 41 ft Type: Type I PortlandCement
WELL COMPLETION Pad: 3 ft X 3 ft X 0.5 ftConcrete Protective Casing: 2 ft X 2 ftX 2 ft Vault
DRILLING METHODSSoil Drill: 6.25-inch ID HollowStem AugersRock Drill: 6-inch DownholeHammer
BO
R
E
H
O
L
E

R
E
C
O
R
D

H
E
N
D
E
R
S
O
N

I
W
-
1

B
O
R
I
N
G

L
O
G
.
G
P
J

P
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D
M
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N
T
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G
D
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5
/
2
0
/
1
6
DEPTH(ft)US
C
S
ELEV.
TY
P
E
GR
A
P
H
I
C
LO
G
SA
M
P
L
E

N
O
.
2145
2140
2135
2130
2125
2120
2115
2110

ATTACHMENT B
WELL DEVELOPMENT FORM

ATTACHMENT C
SURVEY LETTER

DRAWING
PRIVATE
PROPERTY
MW-10
MW-13
MW-12
MW-11
MW-9
MW-8
MW-7
MW-6
MW-5
BR-1
BR-2
BR-3
AMW-1S
AMW-1D
AMW-2D
AMW-2S MP-2
MP-3
MP-4
MP-6
MP-1
SW-1
MP-5
MW-2
MW-1
OLD MW-1
OLD MW-2
HENDERSON
COUNTY BUS
DEPOT
MAINTENANCE
FACILITY
TRANSFER
STATION
CONVENIENCE
CENTER
CLOSED C&D
LANDFILL
LOCATED ON
MSW AREA
CLOSED MSW
LANDFILL
CLOSED WOOD
WASTE AND
WHITE GOODS
CLOSED
DEMOLITION
LANDFILL
AREA
CLOSED C&D
LANDFILL
TSW-2
TSW-1
ACTIVITY
CENTER
POST 1991
AREA
HENDERSON COUNTY
HUMANE SOCIETY
CLOSED TVA
DISPOSAL AREA
LFG-101
LFG-102
LFG-103
TR-1
TR-2TR-3
IW-1
INDEX AREA OF
IW-1 LOCATION
BR-3
AMW-1S
AMW-1D
AMW-2D
AMW-2S IW-1
X:
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_
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0
0
8
\
0
8
3
9
6
5
0
6

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0
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.
d
w
g

5
/
1
9
/
2
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1
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1
1
:
2
3

A
M
WELL LOCATION MAP
HENDERSON COUNTY CLOSED MSW AND C&D LANDFILL
PERMIT # 45-01
DRAWING 1
0839650615G004
EXISTING 10 FT. CONTOUR
EXISTING 2 FT. CONTOUR
PROPERTY LINE
LIMITS OF WASTE
STREAM
BUFFER
TREELINE
EXISTING ROAD
FENCE
GROUNDWATER MONITORING WELL AND IDENTIFICATION
NON COMPLIANCE MONITORING WELL AND IDENTIFICATION
METHANE MONITORING PROBE AND IDENTIFICATION
SURFACE WATER MONITORING POINT AND IDENTIFICATION
INJECTION WELL
LEGEND
NOTES
REFERENCES
MW-8
MP-6
BR-1
MW-1
1. TOPOGRAPHIC CONTOUR INTERVAL = 2 FEET
2. COORDINATE SYSTEM IS N.C. STATE PLANE GRID.
3. TOPOGRAPHIC DIVIDING LINE DIVIDES THE BASE MAP TOPOGRAPHIC CONTOURS FROM LANDSAT
TOPOGRAPHIC CONTOURS. LANDSAT TOPOGRAPHIC CONTOURS HAVE A 5-CONTOUR INTERVAL.
1. BASE MAP PROVIDED BY CAMP DRESSER & McKEE FROM PREVIOUS WATER QUALITY MONITORING REPORTS.
SITE LOCATION MAP
NOT TO SCALE
N
SITE LOCATION
IW-1
0
FEET
200 400
1'' = 200'SITE LOCATION MAP
SCALE: 1" = 50'