8003_Rowan_CDLF_WellInstallationReport_FID1585798_20210609

GOLDER
*> MEMBER OF WSP
June 9, 2021
Ms. Jaclynne Drummond
North Carolina Department of Environmental Quality
Division of Waste Management - Solid Waste Section
2090 US Highway 70
Swannanoa, North Carolina 28778
RE: GROUNDWATER MONITORING WELL INSTALLATION REPORT
ROWAN COUNTY CLOSED C&D LANDFILL, PERMIT NO. 80-03
ROWAN COUNTY, NORTH CAROLINA
Dear Ms. Drummond:
Project No. 20140083
On behalf of Rowan County (the County), Golder Associates NC, Inc. (Golder) is submitting this letter report, which
summarizes the installation of replacement monitoring wells MW-18R2 and MW-19R at the Rowan County Closed
Construction and Demolition (C&D) Landfill in Woodleaf, North Carolina (NC) under solid waste permit number 80-
03. Wells MW-18R and MW-19 will remain for collection of water levels.
From May 13 - 14, 2021, a Golder field representative provided oversight for the installation of downgradient
groundwater monitoring wells MW-18R2 and MW-19R under the supervision of a NC licensed geologist (Rachel
Kirkman). The wells were installed by South Atlantic Environmental Drilling and Construction Co. (SAEDACCO)
of Fort Mill, SC, a NC licensed driller. The equipment consisted of a Geoprobe 815OLS track -mounted rig using
4.75-inch diameter (ID) inner rotosonic barrel (Sonic) and 6-inch diameter outer barrel. The replacement
monitoring wells were installed in accordance with the Water Quality Monitoring Plan, dated April 12, 2021 which
was approved by the North Carolina Department of Environmental Quality (NC DEQ) in a letter dated April 13,
2021.
Groundwater Monitoring Well Installation and Development
The borings for both MW-18R2 and MW-19R were advanced with sonic drilling methodology to a depth of
approximately 22 feet (ft) below ground surface (bgs). The monitoring wells were constructed with 2-inch schedule
40 polyvinyl -chloride (PVC) screen and riser pipe. The 0.010-inch slotted screen was installed from approximately
10 to 20 ft bgs. The filter pack consisted of Driller Service Inc. (DSI) #2 sand from 8 to 22 ft bgs. A filter pack seal
was installed from 6 to 8 ft bgs and consisted of 3/8-inch bentonite chips. The remaining annular space was filled
with Type I Portland cement via tremie pipe.
The groundwater monitoring well was completed with a lockable 4-inch steel protective casing, a 3-foot diameter
by 0.5-foot concrete apron, and four steel bollards. The boring / well construction logs are provided in Attachment A.
The locations of the groundwater monitoring wells are shown on Figure 1.
Golder Associates NC, Inc.
5B Oak Branch Drive, Greensboro, North Carolina, USA 27407
T: [phone] F: [phone]
Engineering Lic. No. C-2862/Geology Lic. No. C-399
Golder Associates NC, Inc. is a licensed user of the Golder trademark, and an associated operating entity.
Golder and the G logo are trademarks of Golder Associates Corporation. golder.com

Ms. Jaclynne Drummond
North Carolina Department of Environmental Quality
Project No. 20140083
June 9, 2021
Groundwater monitoring wells MW-18R2 and MW-19R were developed on May 24, 25, and 27, 2021 using a
submersible pump until field parameters stabilized and relatively sediment -free water was obtained to hydraulically
connect each well to the surrounding aquifer. Approximately 326 gallons of water were removed from monitoring
well MW-18R2 and approximately 99 gallons were removed from MW-19R during development. The well
development forms are provided in Attachment B.
After development, a dedicated bladder pump was installed into each groundwater monitoring well. The pumps
were installed approximately 2 feet from the bottom of each well.
Closing
The newly -installed groundwater monitoring wells were surveyed by Ribelin Land Surveying, Inc. of Salisbury, North
Carolina. A survey letter sealed by a NC Professional Land Surveyor is provided as Attachment C.
Should you have any questions or require additional information, please do not hesitate to contact the undersigned
at [phone]. We appreciate your assistance with this project.
Sincerely,
Golder Associates NC, Inc.
Darren Cox
Rachel P. Kirkman, PG
Staff Environmental Scientist Principal and Senior Consultant
DC/RPK/dc
CC: Caleb Sinclair, Rowan County Environmental Management
Jeff Boyd, Rowan County Landfill Manager
File
Attachments: Table 1 — Summary of Monitoring Well Construction Information
Figure 1 — Groundwater Monitoring Well Location Map
Attachment A — Boring and Well Construction Logs
Attachment B — Well Development Forms
Attachment C — Well Survey Letter
https://golderassociates.sharepoint.com/sites/132916/project files/5 technical work/phase 500 monitoring well installs/200 deliverables/report/draft well installation report
rowan county If 80-03.docx
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2

TABLES

June 2021
TABLE t
Summary of Monitoring Well Construction Information
Rowan County Closed C&D Landfill, Permit No. 80-03
20140083
Groundwater
Monitoring Well
Identification
Date Installed
Casing
Diameter
(inches)
Northing
Easting
Elevations
Total Depth Drilled
Groundwater Surface
Screened Interval
Lithology of Screened Interval
STATUS
Ground
Surface
TOC
Depth
(H bgs)
Elevation
(H AMSL)
Depth
(it TOC)
Elevation
(H AMSL)
Depth (H bgs)
Elevation (H AMSL)
ft AMSL
from
to
from
to
MW-18R2
05/13/21
2
732597.193
1540164.302
643.55
646.24
22.00
621.55
8.43
637.81
10.00
20.00
633.55
623.55
Sand /TWR
Compliance Well
MW-19R
O5/13/21
2
732819.260
1540426.953
644.79
647.55
22.00
622.79
10.17
637.38
10.00
1 20.00
634.79
624.79
Sand /TWR
Com liance Well
Notes:
1. ft AMSL = feet above mean sea level
2. ft bgs = feet below ground surface
3. TOC = top of casing
4. TAR = transitionally weathered rock
GOLDER
MEMBER OF WSP
1 of

DRAWING

CURRRENT LANDFILL
ENTRANCE '
EXISTING
SEDIMENT BASIN
II
©0 ,
! ' 0 MW-9
° © _ —
� er
I,
I I
I
A-
I
I o
I
I - I
EXISTING
SEDIMENT I
BASIN
I
I MW-1
MMW16A
I
I
I I I
I ,
I
I s
I
I �
I
I I MW-20'
I
I
I MMW-
1 I
Ail
I �
I MW-25
I
1 \
1 � \
I\
SCALE HOUSE
EXISTING
SEDIMENT
BASIN
.01
G�
�GGeO
LEGEND
r p
EXISTING
SEDIMENT
BASIN
250 0 250 500
SCALE FEET
FACILITY BOUNDARY
APPROXIMATE LIMITS OF WASTE
EXISTING TOPOGRAPHIC CONTOURS (2' INTERVALS)
NOTES
1. TOPOGRAPHIC CONTOUR INTERVAL = 2 FEET.
2. SURFACE WATER MONITORING POINT SW-1 IS APPROXIMATELY 550 FEET OFF THE
MAPPING LIMITS SHOWN AND IS COLLECTED FROM SECOND CREEK.
3. MONITORING WELLS MW-27A, MW-28 AND MW-6 ARE UTILIZED FOR WATER LEVEL
MONITORING ONLY.
4. THE LOCATION OF THE FRENCH DRAIN MONITORING POINT IS APPROXIMATE.
5. MW-28R WAS INSTALLED JULY 11, 2017 TO REPLACE MW-28. MW-28 WILL CONTINUE
TO BE UTILIZED FOR WATER LEVEL MONITORING.
REFERENCE
1. EXISTING CONDITIONS INSIDE OF DASHED LINE COMPILED BY CARTOGRAPHIC
AERIAL MAPPING, INC. USING PHOTOGRAMMETRIC METHODS, FROM AERIAL
PHOTOGRAPHY DATED JUNE 26, 2020. EXISTING CONDITIONS OUTSIDE OF DASHED
LINE PROVIDED BY S&ME ENGINEERING, INC., DATE UNKNOWN.
2. PROPERTY BOUNDARY TAKEN FROM CAD FILE TITLED, "WELLS.DWG," PROVIDED BY
HDR INC.
CLIENT
ROWAN COUNTY, NORTH CAROLINA
PROJEC-1
ROWAN COUNTY ACTIVE AND CLOSED LANDFILLS
PERMIT No. 80-03
ROWAN COUNTY, NORTH CAROLINA
TITLE
GROUNDWATER MONITORING WELL LOCATION MAP
1 Q MW-7
EXISTING GROUNDWATER MONITORING WELL
I
❑
SURFACE WATER MONITORING POINT
L
CONSULTANT
YYYY-MM-DD
2021-06-07
L
COMPLIANCE METHANE MONITORING POINT
DESIGNED
NTT
ASSESSMENT METHANE MONITORING POINT
COLDER
PREPARED
SIB
�
L_
TO SW-1
FRENCH DRAIN MONITORING POINT
REVIEWED
RPK
(SEE NOTE 6)
COLDER ASSOCIATES NC, INC.
0MW-18R2
NEW GROUNDWATER MONITORING WELL
APPROVED
RPK
COMPLIANCE BOUNDARY
PROJECT NO.
REV.
FIGURE
20-140083
0

ATTACHEMENT A
Boring and Well Construction logs

RECORD OF BOREHOLE MW-18R2 SHEET 1of 1
PROJECT: Rowan County LF DRILL RIG: Geoprobe 815OLS NORTHING:732,597.193 DEPTH W.L.:8.43'
PROJECT NUMBER: 20140083 DATE STARTED: 5/13/21 EASTING:1,540,164.302 ELEVATION W.L.: 637.81
DRILLED DEPTH: 22.00 ft DATE COMPLETED: 5/13/21 GS ELEVATION: 643.55 ft DATE W.L.:5/14/21
LOCATION: Woodleaf, NC TOC ELEVATION: 646.24 ft TIME W.L.:1000
SOIL PROFILE
SAMPLES
Z
W
U
=
ELEV.
z
w
O
MONITORING WELL
WELL
CONSTRUCTION
w
❑
>
DESCRIPTION
c�
a O
w
U
w�
DIAGRAM and NOTES
DETAILS
DEPTH
W
w
❑
a
(ft)
0
0.00 - 4.00
WELL CASING
Silty CLAY, some coarse sand, brownish red, medium plasticity,Eo
Interval: 0" - 10"
soft, w-PL
Material: Sch 40 PVC
CL-ML
H.`°
Diameter: 2"
M. 9
Joint Type: Threaded
ROTO
7.00
Grout- te' B°
WELL SCREEN
640
639.55SONIC7.00
1
Interval: 10" - 20"
w a
Material: Sch 40 PVC
4.00 - 9.00
4.00
CLAY, some silt and mica, tan, high plasticity, firm, w-PL
Diameter: 2"
5
o-P og
Slot Size: 0.010"
End Cap: 2"
Bentonite- °
FILTER PACK
CL
Interval: 8" - 22"
Type: #2 Sand
635
634.55
FILTER PACK SEAL
Riser-
Interval: 6"-8"
9.00 -13.00
9.00
Type: Bentonite
SAND, tan, coarse, non -cohesive, poorly graded, angular, loose,
to--
0
some 2cm-sized weathered rock fragments
SP
ANNULUS SEAL
Interval: 0" - 6"
ROTO
10.00
Type: Type I Portland
2
ONI
10.00
Cement
630.55
#2 Sand -
13.00
630
13.00 - 15.00
WELL COMPLETION
SAND, tan, medium to fine, non -cohesive, poorly graded, angular,
SP
Pad: 3' x 3'
compact, some 2cm-sized weathered rock fragments, wet
Protective Casing: Aluminum
15
628.55
15.00
15.00 - 17.00
DRILLING METHODS
SAND, some silt, light tan and grey, mottled brown, non -cohesive,
Soil Drill: Rotosonic
poorly grade, angular, compact, wet to moist
SP
Rock Drill: N/A
626.55
17.00 - 22.00
p° pa v
17.00
Transitionally Weathered Rock (TWR), tan white, mottled black,
a o
coarse, some quartz, compact, dry
Screen -
625
o ao
TWR
V°1:Q
3
ROTO
5.00
20
vDd�
ONI
5.00
ap p
Dp ado
0 t,
a �j
621.55
Boring completed at 22.00 ft
620
25
615
30
610
35
605
40
4
LOG SCALE: 1 in = 5 ft GA INSPECTOR: Darren Cox
G O L D E R
DRILLING COMPANY: SAEDACCO CHECKED BY: Rachel P. Kirkman, PG
DRILLER: Will Keyes DATE: 6/7/21 MEMBER OF WSP

'a
J
}
Z
0
U
Z
Q
3
O
K
RECORD OF BOREHOLE MW-19R SHEET 1of 1
PROJECT: Rowan County LF DRILL RIG: Geoprobe 815OLS NORTHING:732,819.260 DEPTH W.L.:10.17'
PROJECT NUMBER: 20140083 DATE STARTED: 5/13/21 EASTING:1,540,426.953 ELEVATION W.L.: 637.38
DRILLED DEPTH: 22.00 ft DATE COMPLETED: 5/13/21 GS ELEVATION: 644.79 ft DATE W.L.:5/14/21
LOCATION: Woodleaf, NC TOC ELEVATION: 647.55 ft TIME W.L.:1030
SOIL PROFILE
SAMPLES
Z
W
U
=
ELEV.
z
w
O
MONITORING WELL
WELL
CONSTRUCTION
w
❑
>
DESCRIPTION
c�
a O
w
U
w�
DIAGRAM and NOTES
DETAILS
DEPTH
W
w
❑
a
0
0.00 - 7.00
ig_
WELL CASING
CLAY, some silt, tan and brown, mottled orange, medium plasticity,
9 P Y
Interval: 0" - 10"
cohesive, stiff, w-PL
.22
Material: Sch 40 PVC
Diameter: 2"
9
Joint Type: Threaded
ROTO
7.00
Grout- te' B°
WELL SCREEN
CL
1
SONIC
7.00
Interval: 10" - 20"
Material: Sch 40 PVC
w �„
Diameter:2"
5
640
HP og
Slot Size: 0.010"
End Cap: 2"
Bentonite- °
FILTER PACK
637.79
1
Interval: 8" - 22"
Type: #2 Sand
7.00 - 9.00
7.00
SAND, grey, poorly graded, non -cohesive, medium to fine, compact
to loose, moist
SP
-
35.7
635.79
FILTER PACK SEAL
Riser-
Interval: 6" - 8"
9.00
9.00 -11.00
Type: Bentonite
635
SAND, brown to light brown, mottled grey, medium to fine,
10
non -cohesive, loose, wet
SP
-
633.79
ANNULUS SEAL
11.00 - 17.00
11.00
Interval: 0" - 6"
SAND, dark brown, non -cohesive, medium to coarse, some
ROTO
10.00
Type: Type I Portland
2cm-sized weathered rock fragments, loose, wet
2
SONIC10.00
Cement
#2 and
WELL COMPLETION
SP
Pad: 3' x 3'
Protective Casing: Aluminum
15
630
DRILLING METHODS
Soil Drill: Rotosonic
Rock Drill: N/A
627.79
Screen -
17.00
17.00 - 18.00
SP
SAND, some mica, tan brown, fine, compact, non -cohesive, moist
-
626.79
18.00-22.00
p°pav
18.00
Transitionally Weathered Rock (TWR), tan white, coarse, some
a o
quartz, compact, dry
a pap
ROTO
5.00
825
�'n'
3
ONI
5.00
20
TWR
0 v
Pa
vD �
Do °a �
622.79
Boring completed at 22.00 ft
25
620
30
615
35
610
40
605
LOG SCALE: 1 in = 5 ft GA INSPECTOR: Darren Cox
G O L D E R
DRILLING COMPANY: SAEDACCO CHECKED BY: Rachel P. Kirkman, PG
DRILLER: Will Keyes DATE: 6/7/21 MEMBER OF WSP

WELL CONSTRUCTION RECORD
Thh rOrn S-0n be used FK 5i ngk 9r m0l iuk wells
1. Wdl Cantractor Informallon:
For Frworikil 4rsc ON LY':
Will Keyes
W01 Cunilyddw rranw
4220 A
NC Well Cnrlr,IciorCcrlifbmLionNiollber
SAEDACCO Inc
{'mlllkui} NanIC
#, Wtil CUH%tFVC1ti0H Psr•geit ff
List LrUi7pp6 aWr 16ell pl'rllnrs (1_Y'. Cfwjlh'_ .52dw, Yariurtne, ffWGR rjr.0
MAlgmulturrrl DMlmicipala"Wic
DGealhemtal tHeaunKoclirlg Apply) DResidenfial WaluSupph, (single)
0111duslria1fC0mmerc1ial DRcsiden(ial Walu 5upph: (shared)
❑Irri tion
NON-;' stff SUpfrl}' Well:
phlpnilorin.4 ❑RCc€r3 Ca}'
QAgtlifCr Rccha%g
❑Groundyr'ticr Rcrr"ialigar
AAgtlifer Slorage aTxJ R=G% 7
❑Salinity Hartiu
❑AglrifQF T"
❑540r1M3;'ater E"inagC
❑Ex4p dnrrnlR1 TrxhnOLpg}-
115i"*KC -COM }I
❑Ge,ollremLal 1C'losed lamp)
❑TFa T
❑Gmdrennal 4HeArmR•1Cboli ne Rewn11
❑oilier 4e xDlain under #21 1
4. D4te w oj' (s) Conrpleltvl; 5-14-2021 WeIl 1DA+MW-19R
so- %4dl 1.lacat6rn-
Rowan County Landfill
FycililY.,ea','. Cr Nomc Fncilf y TDN (if 3Iplimblel
789 Campbell Rd., Woodleaf, NC, 27054
Physical Address_ City- and Zip
Rowan
01MM ' PARC1 IdCvlff" ipri Nn fPlr`1
ib.14 ituds i nil 1.nngitarly in tlavgr•e simioutCt1wv)ndr• nr €k-cimill degrocs,
4dKe11S J I+Ik:IiW911I3gINN1111iekn11
35.755164 N-80.549522 }}
6.11s IAuml Ihrt welUsk 5UP nnanent ur 111'emporury
7. is thin a repair to an exist n%wrell. --J'Ycx err ®Nu
1f Mfs rx ra fgmir, f fy 4,or trel,ww 1-di {,nt ufnn riche rlrlor7,wWai 4md expfabi rAe embire of Me
repair under Alf mnurky.yrx'aimn mein the r5cul of rfii-e fonuI.
13.11umhcraf wills touslttirctrtd: 1
for lrtkke(le ark#eir"i of Nrvi-wbrer mph- 4eth ONLY mrll dlr sraeraorrrwv fk*. }%,4 [ei0
salbririme form.
9. Totid TFt11 depth be&m lard surNm 20
formxf1jX4e weth IfsrrrDdrf.0f fjdOfe'rrwfle.w wpfe-?@ZM' awd 2@;fhf'}
1 U. Statir wlter levri belilW hrp of carsiuey 7 f11.I
If nlelrrfi Irt d es 441O e [ asiNq. au' "4 .'
11. Bmrhole diameter: Err die,)
IL Ws11 toRfilrnCtiosr fltbthod; sonic
4i.e. ail--,'tr. nAar}', cable_ di7a4 pushcrc.[
FOR WATER SUPPLY WELLS ONLY.
13at, Vidd ($llnl) Mcilrnd of test:
13b. bimni'm6m nper Amount: _
rRQ.M I
T4
RF:ti{'HCP 11{}
ft.
fI,
]&oLrTER CASMG for
arMl asrd Eels
OHZ L1frERof
kabk
FROM
TO
Rf#bMR
Tn
I MATFRL#I•
0 fL.
10 fL
2" in-
SCH-40
PVC
Ub [FINE_ R CALSING Ok 71'RING {jlnulkrArW du�-d4miM
PROM T0� DEiti1ETF.H ­ 7iil€' 4. MATERIAL
fI,
fF.
R
10 M 20 (1, 2" rR .010 rSCH-40 PVC
R ft in.
i41. CI�Uf1'1'
FBLOM TO MATERIAL EM 7LACEMLNT 31LT1101P d AMOUNT
0 fL 6 ri Portland poured
a. 1t
VR4711 j lE m-%-rVkr-%i. EMMAr'}'.err:-41-w}'THEM
8 Or 20 ft, sand 2a
i ft. ft.
0 fL 17' fL silty sands
17, fL 20' fi weathered rock
ft, rL
fL fL
fx. fl,
IL REMAKIKS
1Z. fw
rx, rt,
Bentonite seal from 6-8'
22, CrrrTreadrrn:
5 5/16/2021
Signalarc o rCciii i e; wa Caulra bar dak
$s sigMMY afrir hlrm, f AeFdn- CeFJi4' rbur Me mW4.y+ moor (wemi cxmarrui'red is a xvrdmvcY
1L'arh f S4 JVC'AC OyC.-04V Pr I SA MCAC UC ,07M W-eff CzmfnKrf t Sfandarda alld rWy a•
rcvyofrAiirrmFdbtud mIwm'irdrrfra*r,Irlf�rwwn
23, She diaWhom or addlllanal wdl defaitt:
You tnmy ,rse tire back of this page to provide additional wdl site details Or well
Wnsrruu[ioik details. You iflay also auach addilicmat pages if uecessan .
SUBMITTAL INSTUCITONS
24a. Pqr All Wrilx: Subaru) Iles farm willihi D days of compkrioo of well
Con5lnrctipn to the folLouing-
Dirixiun of WArer kezources, Informatiou VruccsuiHg Unit,
1617 Mail 9crsire {:enter, Raleigh, XC 27699-1617
tab. For Inimflos Weill ONLY: In addiliall [o sending the forty) to e1w address in
24a nbmwe. also subrllit a cop of this farm within zp days of cDniple[iofr of t++ell
corISIMULiur1 [o [Ire 15000wialg:
Dh-ision dWAler RemmreeN.lrpldergmund Injeciioll Control Program,
1636 Mail Srrvirx'Center. RrilelGh, NC 27699-1636
25r, For W4W SR der In"Ctrion V4' ft
Also submit One cap} of this form Ntiithin 30 days ofconrplelion of
wdl cnosinir:tian to ttm ¢rnmr; health depurait t of the crwunry whom
CVFWMCtDd
Forlri OW-L Nonh Carol Ira D jarinriu DIEM ilolularlu old N11011 Rtisoluccs - Dii rs roe of Woor Ravin Rt, Iscd ALIgUSt 2013

WELL CONSTRUCTION RECORD
Thh rOrn S-0n be used FK 5i ngk 9r m0l iuk wells
1. Wdl Cantractor Informallon:
For Frworikil 4rsc ON LY':
Will Keyes
W01 Cunilyddw rranw
4220 A
NC Well Cnrlr,IciorCcrlifbmLionNiollber
SAEDACCO Inc
{'mlllkui} NanIC
#, Wtil CUH%tFVC1ti0H Psr•geit ff
List LrUi7pp6 aWr 16ell pl'rllnrs (1_Y'. Cfwjlh'_ .52dw, Yariurtne, ffWGR rjr.0
MAlgmulturrrl DMlmicipala"Wic
DGealhemtal tHeaunKoclirlg Apply) DResidenfial WaluSupph, (single)
0111duslria1fC0mmerc1ial DRcsiden(ial Walu 5upph: (shared)
❑Irri tion
NOM-;' stff SUplxl}' Well:
phlpnilorin.4 ❑RCc€r3 Ca}'
QAgtlifCr Rccha%g
❑Groundyr'ticr Rcrr"ialigar
AAgtlifer Slorage aTxJ R=G% 7
❑Salinity Hartiu
❑AglrifQF T"
❑540r1M3;'ater E"inagC
❑Ex4p dnrrnlR1 TrxhnOLpg}-
115i"*KC -COM }I
❑Ge,ollremLal 1C'losed lamp)
❑TFa T
❑Gmdrennal 4HeArmR•1Cboli ne Rewn11
❑oilier 4e xDlain under #21 1
4. D4te Wrll(s) Conrpleltvl; 5-14-2021 We11 1Dl+MW-18R2
so- %4dl 1.lacat6rn-
Rowan County Landfill
FycililY.,ea','. Cr Nomc Fncilf y TDN (if 3Iplimblel
789 Campbell Rd., Woodleaf, NC, 27054
Physical Address_ City- and Zip
Rowan
01MM ' PARC1 IdCvlff" ivri Nn fR1r`1
ib.14 ituds i nil 1.nngitarly in tlavgr•e simioutCt1wv)ndr• nr €k-cimill dcgr+ccs,
4dKe11S J I+Ik:IiW911I3gINN1111iekn11
35.755164 N-80.549522 }}
6.11s IAuml Ihrt welUsk 5UP nnanent ur 111'emporury
7. is thin a repair to an exist n%wrell. --J'Ycx err ®Nu
1f Mfs rx ra fgmir, f fy 4,or trel,ww 1-di {,nt ufnn riche rlrlor7,wWai 4md expfabi rAe embire of Me
repair under Alf mnurky.yrx'aimn mein the r5cul of rfii-e fonuI.
13.11umhcraf wills touslttirctrtd: 1
for lrtkke(le ark#eir"i of Nrvi-wbrer u' ' 4eth ONLY mrll dlr sraeraorrrwv fk*. }%,4 [ei0
salbririme form.
9. Totid TFt11 depth be&m lard surNm 20
formxf1jX4e weth IfsrrrDdrf.0f fjdOfe'rrwfle.w wpfe-?@ZM' awd 2@;fhf'}
1 U. Statir wlter levri belilW hrp of carsiuey 7 (fiJ
If nlelrrfi Irt d es 441O e [ asiNq. au' "4 .'
11. Bmrhole diameter: Err die,)
IL Ws11 toRfilrnCtiosr fltbthod; sonic
4i.e. ail--,'tr. nAar}', cable_ di7a4 pushcrc.[
FOR WATER SUPPLY WELLS ONLY.
13at, Vidd ($llnl) Mcilrnd of test:
13b. bimni'm6m nper Amount: _
rRQ.M I
T4
RF:ti{'HCP 11{}
ft.
fI,
]&oLrTER CASMG for
arMl asrd Eels
OHZ L1frERof
kabk
FROM
TO
Rf#bMR
Tn
I MATFRL#I•
0 fL.
10 fL
2" in-
SCH-40
PVC
Ub [FINE_ R CALSING Ok 71'RING {jlnulkrArW du�-d4miM
PROM T0� DEiti1ETF.H ­ 7iil€' 4. MATERIAL
fI,
fF.
R
10 M 20 (1, 2" rR .010 rSCH-40 PVC
R ft in.
i41. CI�Uf1'1'
FBLOM TO MATERIAL EM 7LACEMLNT 31LT1101P d AMOUNT
0 fL 6 ri Portland poured
a. 1t
VR4711 j 1E m-%-rVkr-%i. EMMAr'}'.err:-41-w}'THEM
8 Or 20 ft, sand 2a
i ft. ft.
0 fL 17' fL silty sands
17, fL 20' fi weathered rock
ft, rL
fL fL
fx. fl,
IL REMAKIKS
1Z. fw
rx, rt,
Bentonite seal from 6-8'
22, CrrrTreadrrn:
5 5/16/2021
Signalarc o rCciii i e; wa Caulra bar dak
$s sigMMY afrir hlrm, f AeFdn- CeFJi4' rbur Me mW4.y+ moor (wemi cxmarrui'red is a xvrdmvcY
1L'arh f S4 JVC'AC OyC.-04V Pr I SA MCAC UC ,07M W-eff CzmfnKrf t Sfandarda alld rWy a•
rcvyofrAiirrmFdbtud mIwm'irdrrfra*r,Irlf�rwwn
23, She diaWhom or addlllanal well defaitt:
You tnmy ,rse tire back of this page to provide additional wdl site details Or well
Wnsrruu[ioik details. You iflay also auach addilicmat pages if uecessan .
SUBMITTAL INSTUCITONS
24a. Pqr All Wrilx: Subaru) Iles farm willihi D days of compkrioo of well
Con5lnrctipn to the folLouing-
Dirixiun of WArer kezources, Informatiou VruccsuiHg Unit,
1617 Mail 9crsire {:enter, Raleigh, SIC 27699-1617
tab. For Inimflos Weill ONLY: In addiliall [o sending the forty) to e1w address in
24a nbmwe. also subrllit a cop of this farm within zp days of cDniple[iofr of t++ell
corISIMULiur1 [o [Ire 15000wialg:
Dh-ision dWAler RemmreeN.lrpldergmund Injeciioll Control Program,
1636 Mail Srrvirx'Center. RrilelGh, NC 27699-1636
25r, For W4W SR der In"Ctrion V4' ft
Also submit One cap} of this form Ntiithin 30 days ofconrplelion of
wdl cnosinir:tian to ttm ¢rnmr; health depurait t of the crwunry whom
CVFWMCtDd
Forlri OW-L Nonh Carol Ira D jarinriu DIEM ilolularlu old N11011 Rtisoluccs - Dii rs roe of Woor Ravin Rt, Iscd ALIgUSt 2013

ATTACHMENT B
Well Development Forms

GOLDER
MEMBER OF WSP
�4 Project Name: �LT
Well ID: �'V3
Well Diameter: 2 inches
Depth to Bottom:.v,,6al: 2(,l() Flu"i et 23.4{
Pumping Rate: b.q6 gal/min.
Well Location:
DATE:
WELL DEVELOPMENT LOG
Project No./Phase No.: 2ol�0Ug33
Sampler(s): UQ. G+ggftfd f�lCa(ci (�yc�c -TUY�
Initial Depth to Water:Z�r,(;Q,,3
Water Column Thickness: feet
pH Sp. Cond.
®-
/+` •
IIIIIIII���
Lie C�r�
-�
• •
Comments (weather conditions, color, type of sample, purge -water management, etc.):
Weather: ` )OS
Begin purging @ C�
Signature: Date:ZcQ 1 ��
PageOf

GOLDER
MEMBER OF WSP
Project Name: 2 [ L
(>U Gvn
Well ID: �kw-1y(LI,
Well Diameter: 2 inches
Depth to Bottom:L+J1;' feet
Pumping Rate: Q,s gal/min.
Well Location:
DATE: J-1 ZS l 2ozk
WELL DEVELOPMENT LOG
Project No./Phase No.: 20k 4UOg_ 3
Sampler(s): A.-Gtgg d— (_ (cce, (tig T a�P�--Mv,v<S
Initial Depth to Water: jz�1(_k4-(3,A(g,,t, feet
Water Column Thickness: --- feet
Equipment: MCA V Oy Q t PCrS-(i S-Q� r1P -05 j &( Corvere.ss6(zy) L. Metc f
Comments (weather conditions, color, type of sample, purge -water management, etc.):
Weather: C")tfceAS-�,
Begin purging @
Signature: Date: ` ZG1 2J)'D
Page �?_ Of
i1L.3G

SOLDER
qP MEMBER OF WSP
Project Name:
12OWavA CV 046 L(_
Well ID:
k-lW - (��Z
Well Diameter:
2 inches
Depth to Bottom:_Tv%�4J: Z 3 ?_� m1 '-UZgeet
Pumping Rate:
gal/min.
Well Location:
Equipment:
Kb,( ,1 I (rini) n
DATE: S(ZVLou
WELL DEVELOPMENT LOG
Project No./Phase No.:
Sampler(s):,iyga{4�T
a y.g
Initial Depth to Water: DU- , �q`eet
Water Column Thickness: 5AL feet
comments (weather conditions, color, type of sample, purge -water management, etc.):
Weather: t)CAAy, "
Begin purging @ In /.l
Signature:
Date: 1
Page 3 of

0-F3>5 �
GOLDER
MEMBER OF WSP
Project Name: {�Q�„�Q� �,(� LF
Well ID: w- 1a�2
Well Diameter: 2 inches
Depth to Bottom:F�ha('.'13.39feet
Pumping Rate: Q, y�j {gyp gal/min.
Well Location: 6.w
Equipment: CM 9 MIA pi 7-'c,- .A cs
DATE: 26 _w
WELL DEVELOPMENT LOG
Project No./Phase No.: 2(D14we)
Sampler(s): A4 £eggPtrd
Initial Depth to Water: S
vw�4►•.4! •-10. t 4t cwtil •• l0.31feet
Water Column Thickness: feet
Time
(31Z
pH Sp. Cond.
(uS/cm)
�¢�
Turb
(NTU)
Dis 02
(mg/L)
Temp.
(°C)
ORP
Gallons
(millivolts)
2 •coo
2q.n�
HLi(S.
(—'
;-4.
I ��wZq2
! '3� Z
2 (
4
Py0S
Comments (weather conditions, color, type of sample, purge -water management, etc.):
Weather: 5c.Amt EDS
Begin purgina Q
Signature:
Date: 5 Z 2-0-2
Page I Of I —

GOLDER
MEMBER OF WSP
DATE:
WELL DEVELOPMENT LOG
Project Name: �l V\ c�.4,,f 1J-
Well ID: - ICi IZ Project No./Phase No.:
Well Diameter: 2 inches Sampler(s): Nicolas Tejeda-Torres
Depth to Bottom: 1�1 ,'ICA feet �Ia Initial Depth to Water: feet
Pumping Rate: k40' l rntir •9aUmiR. Water Column Thickness: feet
Well Location:
Equipment: 1;W-k� 2((_ : C,I�(JSic 3t>
►.1�M.
--
--
Comments (weather conditions, color, type of sample, purge -water management, etc.):
Weather: junm, WS
Beqin puminq @ Irv;,
Signature:
Date:
Page - of

ATTACHMENT C
Well Survey Letter

01AL
y
docVerif - y °
Report of Survey.pdf
DocVerify ID: D771 EB65-E2CD-4AFA-8FF8-2ADD3724B261
Created: May 21, 2021 05:56:43 -8:00
Pages: 3
E-Sign: Yes
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E-Signature Summary
E-Signature 1: Norman Grey Ribelin (NGR)
May 21, 2021 05:57:49 -8:00 [ACBBB1 F55B46] [108.70.196.219]
[e-mail]
Y
R
II i III
'�I -Y
11y�y
74R, %A
7 IL
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DocVerify ID: D771EB65-E2CD-4AFA-8FF8-2ADD3724B261 ,III �I II
www.docverify.com Generated Cover Page 2ADD3724B261 ICYS, 9��;;;,wwX"

Ribelin Land Surveying, Inc.
333 Surveyors Drive, Salisbury, NC 28146
N. C. License C-1693
Norman Grey Ribelin, PLS
N. C. License L-2674
704-633-2995
[e-mail]
I, Norman Grey Ribelin, certify, that on May 17, 2021 that I performed a location of two monitoring wells
on the Rowan County Land Fill. Values are reported below. System NAD83, NSRS 2011, NAVD88,
Geoid18 used.
Point ID
Northing
Easting
Elevation
Code
1001
733284.843 ft
1537164.289
ft
806.299
ft
ips rod 5/8
5000
732819.260 ft
1540426.953
ft
644.790
ft
well mw19r
5001
732597.193 ft
1540164.302
ft
643.547
ft
well
mw18r2
5003
734042.850 ft
1536469.720
ft
753.312
ft
monfd
aE4536
5004
731136.797 ft
1538531.133
ft
653.770
ft
monfd
5005
731718.667 ft
1538118.699
ft
679.142
ft
monfd
5006
732807.217 ft
1537948.048
ft
714.785
ft
monfd
The Controlling point is:
Point ID Northing Easting Elevation Code
Land 734042.850 ft 1536469.720 ft 753.312 ft AE4536
From To Grid Azimuth Grid Distance a Elevation
Land 5000 107010'54.5" 4142.085F -108.522
Local
Cartesian
Grid (United States/State Plane
(WGS-84)
1983)
From: Land
Northing: 734042.850 ft Latitude: N35°45'24.70779" X: 2787741.341
ft
Easting: 1536469.720 ft Longitude: W80°33'44.63136" Y: 16771065.254
ft
www.docv rif D771 E666-E2CD-4AFA-SFF8-2ADD3724B261 Page 1 of 3 12ADD3724B261 ,III 'I II
www.docverify.com

Ribelin Land Surveying, Inc.
333 Surveyors Drive, Salisbury, NC 28146
N. C. License C-1693
Norman Grey Ribelin, PLS
N. C. License L-2674
704-633-2995
[e-mail]
From: Land
Elevation: 753.312 ft Height:
Convergence: 70-54'06.369918tv F
12160239.373
649.396 ft Z: ft
NS Forward
Grid Azimuth: F107° 10'54.5"
106016'47.9" AMI 4019.418 ft
Azimuth:
Grid Distance: 4142.085 ft
NS Back 286017'16.1" AY: 69.788 ft
Azimuth:
DElevation:-108.522 ft
Ellipsoid 4142.453 ft AZ:-1006.018 ft
Distance:
t-T 0°00'00.172747"
Correction:
Ground 4142.571 ft Slope F4143.991 ft
Distance: Distance:
Height Scale FO
.9999715818
Factor:
OHeight:-108.477 ft
Grid Scale Fo-9999111105
Factor:
Combined 0.9998826949
Factor:
To: 5000
Northing: F732819.260 ft
Latitude: FN35°45'13.22085" X: 2791760.759
ft
Easting: 1540426.953 ft
Longitude: W80°32'56.38914" Y:
�16770995.466
J ft
Elevation: 644.790 ft
12159233.
Height: 540.919 ft Z: 355 5
Convergence: 1°53'38.525941"
r
Ellipsoid Distance (US survey foot): 4142.453
Grid Distance (US survey foot): 4142.085
Ground Distance (US survey foot): 4142.571
DocVerify ID: D771EB65-E2CD-4AFA-8FF8-2ADD3724B261 Page 2 of 3 22ADD3724B261 ,III,I II
www.docverify.com

Ribelin Land Surveying, Inc.
333 Surveyors Drive, Salisbury, NC 28146
N. C. License C-1693
Norman Grey Ribelin, PLS
N. C. License L-2674
704-633-2995
[e-mail]
5000 732819.260 ft 1540426.953 ft 644.790 well mw19r
ft
5001 732597.193 ft 1540164.302 ft 643.547 well mw18r2
ft
5000 Elevation 644.790+2.755=647.545 feet NAVD 88 Top of Casing
5001 Elevation 643.547+2.69=646.237 feet NAVD 88
US Survey Feet units used.
Geoid 18
NSRS 2011
Class B Survey Accuracies observed +/- 3.7 centimeters.
Respectfully Submitted,
Norman Grey Ribe6
Norman Grey Ribelin, PLS L-2674
r %Xlii 11l I I P J f -11
Ff�
r t
tg'.N4- 4 +:
- SEAL
- L-2674 4
Top of Casing
05/21/2021
Date:
DocVerify ID: D771 EB65-E2CD-4AFA-SFF8-2ADD3724B261 Page 3 of 3 32ADD3724B261
www.docverify.com ,III amffl1I II