4101_Guilford_HighPoint_MSWLF_Seaboard_TechMemoE11_FID1640548_20220203

SEABOARD GROUP II AND CITY OF HIGH POINT, NC
TO: North Carolina Department of Environmental Quality
ATTN: Eric Aufderhaar, Hazardous Waste Section
Jackie Drummond, Solid Waste Section
FROM: Seaboard Group II and City of High Point
DATE: February 3, 2022
SUBJECT: Technical Memorandum No. E-11
In April 2020, the Seaboard Group II and City of High Point (Parties) submitted the Remedial
Monitoring and Effectiveness Evaluation Report that documented operations, maintenance and
Monitoring of the Extraction and Treatment systems for the Former Seaboard Chemical and
Riverdale Drive Landfill Sites for the initial 2 years following DEQ approval of the Remedial Action.
A recommendation that came out of the April 2020 Report was to evaluate the shallow
groundwater interactions within the Southern Intermittent Stream (SIS) area. Through that
continued evaluation, the Parties have determined that certain modifications to the groundwater
extraction treatment system at the Seaboard Chemical Corporation and Riverdale Drive Landfill
(Site) have the potential to improve the removal of contaminant mass and further protect the
surface water quality of the SIS and Randleman Lake. The background information and planned
modifications are as follows:
Expansion of Extraction System
During the Spring and Summer of 2021, an evaluation of the existing extraction system,
contaminant source areas, and capacity of the current treatment system was conducted to
determine if modifications would increase the effectiveness of the remedial system and improve
the removal of contaminant mass. These efforts included the installation and sampling of
additional assessment monitoring wells in the SIS basin area, drawdown tests of the existing
extraction wells at the SIS basin, and yield testing of select existing wells at the Seaboard Property
former Pond 3 area (Figure 1). A description of these activities and resultant recommendations
are provided below:
Page -1of7

SEABOARD GROUP II AND CITY OF HIGH POINT, NC
SIS Basin Area
On March 19-20, 2021, four additional groundwater monitoring wells were installed in the
area of the SIS basin as shown on Figure 2. Three of the wells were installed as Type II
saprolite monitoring wells (AW-2, AW-3, and AW-4) while the fourth well was installed as a
Type III bedrock well (AWB-4). Well Construction Records (GW-1) for these wells are provided
in Appendix A.
These four new monitoring wells along with several wells in the SIS basin area were sampled
to provide a snapshot of contaminant concentration in the shallow and deeper portions of
the aquifer. A summary of the total VOCs and 1,4-dioxane concentrations reported in the SIS
basin wells is also shown on Figure 2. A copy of the full laboratory analytical report is available
upon request.
In addition to the sampling and analysis of monitoring wells in the SIS basin area, drawdown
tests were conducted using existing extraction wells PW-DR1 and RW-SIS1 (Figure 4) which
are located in the SIS basin area. These tests were conducted independently after water
levels had stabilized to non -pumping conditions. The approximate radius of influence for
each of the extraction wells is shown on Figure 3.
The contaminant concentrations and observed radius of influence from the existing
extraction and monitoring wells suggest that additional extraction of the shallow
groundwater in the SIS basin area would be beneficial to further support capture by the
extraction system. To improve capture, modifications to existing extraction well RW-SIS1 and
one new proposed extraction well (RW-SIS7) are planned for the SIS basin area as shown on
Figure 2. The modifications to RW-SIS1 consist of a replacement well which is screened across
the full thickness of the saprolite aquifer. The existing extraction well RW-SIS1 yields <1 gpm
and this modification should improve the yield at this location. The newly proposed
extraction well (RW-SIS7) will be installed on the opposite side of the SIS basin from the RW-
SIS1 location. Both extraction wells will be installed to a depth of 50' and completed with a
6" diameter PVC casing which is screened from 10' - 50'.
After completion, the reconfigured existing and newly proposed extraction wells will be fitted
with a pneumatic pump and plumbed into the existing treatment system at Lift Station 1
consistent with the current extraction wells in the system. The pump intakes will be set 4' off
the bottom of the screened section of the well to allow for maximum drawdown in the
saprolite aquifer. The effectiveness of the augmented extraction system will be evaluated
during the first year of operation by implementation of the Extraction System Evaluation
Monitoring Plan, as outlined later in this document.
Page -2of7

SEABOARD GROUP II AND CITY OF HIGH POINT, NC
Former Pond 3 Area
A review of water quality data for the Site indicated an area of high contaminant
concentrations downgradient of the former Pond 3 at the Seaboard property. This pond was
subject to RCRA closure in the late 1980s and was closed with a concrete cap (Figure 4).
Water quality data collected from monitoring well PW-SF1, which is part of the Annual Water
Quality Monitoring Program, has reported high concentrations of VOCs and 1,4-dioxane on a
consistent basis. During recent maintenance activities, recovery well (R-1) was identified
immediately downgradient of former Pond 3 (Figure 4). When the SCC facility was in
operation during the 1980s, this well was utilized as an extraction well on a limited basis. A
review of files on the NCDEQ website located a construction schematic for recovery well R-1.
This construction schematic, along with the construction schematic and boring log for PW-
SF1, is provided in Appendix A. The construction schematic for R-1 was confirmed by
manually sounding the well in advance of the testing described below.
On August 24, 2021, a yield test and sampling event was completed for wells R-1 (60' depth)
and PW-SF1 (120' depth). Pumping was gradually stepped up until the maximum volume of
water could be extracted while maintaining a stable water level. It was determined that well
R-1 would yield approximately 1-1.5 gpm and PW-SF1 would yield approximately 6 gpm.
Samples were collected from each of these wells after completion of the yield tests for
laboratory analysis of VOCs and 1,4-dioxane. The results of this analysis are shown on Figure
4. A copy of the full laboratory analysis is available upon request. As these two wells are
located immediately downgradient of a high contaminant concentration area, incorporation
of these wells into the existing extraction system is proposed.
These two additional extraction wells will be fitted with pneumatic pumps and plumbed into
the existing treatment system at Lift Station 2. The pump intakes will set 4' off the
bottom of the screened section of the well to allow for maximum drawdown. The
effectiveness of the augmented extraction system will be evaluated during the first year of
operation by implementation of the Extraction System Evaluation Monitoring Plan, as
outlined below.
Page -3of7

SEABOARD GROUP II AND CITY OF HIGH POINT, NC
Extraction System Evaluation Monitoring Plan
To evaluate the effectiveness of the proposed extraction system expansion, a select group of
monitoring wells will be gauged for changes in water levels to determine the lateral influence of
pumping. A subset of this group will be sampled for laboratory analysis of VOCs by EPA Method
8260D and 1,4-dioxane by EPA Method 8260D SIM. Information on vertical flow will also be
collected from nested well pairs where available.
This evaluation of water levels and contaminant concentrations will occur on a quarterly basis
for one year. A baseline data set will be collected prior to initiation of the expanded extraction
system and every three months thereafter for a total of 5 monitoring events. The specific wells
selected for monitoring of each extraction expansion area is shown on Figures 2 and 4 and
summarized below:
SIS Basin Area
*AW-2 (15' — 25') *AWB-4 (45' — 55')
*AW-3 (15' — 25') *OW-SISA (20' — 39')
*AW-4 (8' — 18') OW-DR1 (49' —165')
Former Pond 3 Area
W-5 (50' — 60') *MW-7A (15' — 35')
W-12 (50 — 60') *MW-713 (58' — 68')
W-12A (10' — 25') *0W-SF1 (95' —120')
W-14 (8' — 23') *PW-3D* (180' — 210')
W-18 (32' — 42') PW-41 (112' —122')
Interval in parenthesis represents the depth of the screened interval of the well
* Denotes well to be sampled for laboratory analysis of VOCs and 1,4-dioxane
The groundwater depths will be measured to the nearest 0.01' and the collected information will
be used to develop a potentiometic map for each extraction area. The groundwater elevations
will also be used to determine vertical flow in nested well pairs.
Page - 4 of 7

SEABOARD GROUP II AND CITY OF HIGH POINT, NC
Groundwater samples will be collected by using the HydraSleeve sampling protocol. The samples
will be placed directly into the laboratory -supplied containers with premeasured preservatives.
All samples will be stored on ice and shipped for next day delivery to the analytical laboratory.
The groundwater potentiometric maps and a summary of the laboratory analytical results will be
prepared and summited on a quarterly basis along with the Quarterly Progress Reports for the
Site.
Treatment System Priority
The existing mechanical and phytoremediation treatment system was constructed based on a
design flow of 50 gpm. An evaluation of each extraction point in the remedial system has been
conducted. The purpose of the evaluation was to identify the total contaminant concentrations
(VOCs and 1,4-dioxane) and contribution of flow to the overall influent flow into the treatment
system. The location of each extraction point is provided on Figure 1
A summary of each extraction point (existing and proposed) with the recent total VOC and 1,4-
dioxane concentrations along with the average pumping rate is provided below:
Extraction Source
Total VOC Cone.
1,4-Dioxane Cone.
Pumping Rate (gpm)
PW-DR 1
7,080 a/1
900 a/1
10
R-1 *
141,000 a/1
18,000 a/1
1
PW-SF 1 *
60,000 a/1
2,500 a/1
6
RW-SIS 1***
11,400 a/1
3,000 a/1
2
RW-SIS 2
808 a/1
82 a/1
1
RW-SIS 3
21,457 a/1
520 a/1
1
RW-SIS 4
3,518 a/1
240 a/1
1
RW-SIS 7 **
1,100 a/1 est.
352 a/1 est.
2
RW-LFS 1
20 a/1
330 a/1
4
RW-LFS 2
57 a/1
160 a/1
1
RW-NIS 1
19 a/1
130 a/1
3.5
NIS Sump
11 a/1
200 a/1
5
LCHT 1
99 a/1
120 a/1
1
LCHT 2
33 a/1
250 a/1
3.5
LCHT 3
20 a/1
260 a/1
1
LCHT 4
854 a/1
350 a/1
1
LCHT 5
5,730 a/1
960 a/1
2
* existing well to add
**potential new well
*** Well to be modified
Please note that the flow rates estimated from each area represent an average contribution to
the total flow. These flow rates fluctuate based on weather conditions.
Page - 5 of 7

SEABOARD GROUP II AND CITY OF HIGH POINT, NC
Capacity of the existing treatment system is limited to a maximum flow of approximately 50 gpm
and flow through the system varies from 30 to 60 depending on several factors. Plus the addition
of new extraction points necessitates a plan to prioritize operation of the extraction points to
provide for the greatest removal of contaminant mass for the available treatment capacity. As
noted, several factors play into the overall influent flow from the extraction system. This
primarily includes precipitation events and time of year of those precipitation events. It is also
worth noting that at certain times of the year, particularly in the summer and fall months, the
existing pumping areas plus the proposed additional extraction wells added volumes can be
managed by the treatment system.
The prioritization evaluation will be performed to optimize the extraction system while
maintaining protectiveness at all times. The below priority list will be utilized in order to maintain
operations within the flow restrictions of the treatment system. During periods of increased flow
volumes, the extraction wells with the lowest priority will be turned off as needed until flows can
be managed within the system.
High Priority
1. PW-DR1: Primary extraction well for the SIS drainage valley. This well has
demonstrated a significant capture zone, including areas northeast of Randleman Lake.
2. LCHT 1— 5: Pumping of these tanks is needed to assure they do not overflow and
impact the water quality of Randleman Lake.
3. RW-SIS 1 and RW-SIS7: These two saprolite extraction wells, as proposed above, will
compliment PW-DR1 in providing capture of the SIS valley contaminant plume before
discharge to Randleman Lake and the SIS basin.
4. RW-SIS 2, 3, and 4: These shallow wells capture impacted groundwater from the area of
the Seaboard site prior to impacting the headwaters of the SIS.
Total High Priority Extraction Volume: 26 gpm.
Medium/Low Priority
1. R-1/PW-SF1: These extraction wells collect the highest contaminant concentrations and
should further improve the groundwater quality in the SIS drainage valley. These two
wells are located immediately downslope of Pond 3 on the former Seaboard property.
2. RW-NIS1: This well collects shallow groundwater at the terminus of the former NIS. The
surface water monitoring station downgradient of this location (SW-DRP2) has shown
little to no impact by site -related contaminants.
Page -6of7

SEABOARD GROUP II AND CITY OF HIGH POINT, NC
3. NIS Sump: This sump collects a mixture of leachate and upwelling groundwater from
the NIS watershed.
4. RW-LFS 1 and 2: These two shallow extraction wells are located on the eastern
boundary of the landfill. The relatively low contaminant concentrations in these wells
and the lack of detectable surface water impacts at monitoring station SW-7 is the basis
for the low priority for these extraction wells.
Total Medium/Low Priority Extraction Volume: 21 gpm
Please contact Craig Coslett (610/435-1151) or Gary Babb (919/605-4719) or if there are any
questions or comments regarding this Technical Memorandum.
Respectfully,
Seaboard Group II and City of High Point
Mr. Craig Coslett
de maximis, inc.
1550 Pond Road, Suite 120
Allentown, PA 18104
Gary D. Babb, P.G.
Babb & Associates, P.A.
[e-mail]
CA
SEAL
i 468
Page -7of7

FIGURES

+PW-18
ZNII ......
MW-12
RIVERDALE DRIVE LANDFILL MW-1 2i3 -W NlS---S MP
MW-12
W— 1 4D+ PW-16
Recovery Well
..... .........
Tank/Sump
P W— 1 5D+ ........ .....
..... ........ . .V._ . . . . .- ..—. ...
....
.... .. . ..... .. .. . . W— 6
W— FORMER BURN —61
.......P/TS AREA . . .p 1 D ........
+PW-13 W.. .
WAY LCMF-3RW. . I—
RE y E ... .. W—SIS
CITY PW-5Q W—DR3
MAWi Q TEN NCE
GARAGE LCHT-5
—SOIL RESIDUE LICH —4
M — 1 5 4 MOUND
RW--SIS6*NW—SI LCH7 2
MAMWA
WCYCLM SIS BASIN AREA
FAQUTY
OW—LF W—LFS2 m .. /
R W 2
• Rw—&S4 RIVERDALE DRIVE LANDFILL
HOLM
R-1 P W— 41
W R —SF1 -W- M W 1.0'..
PRA M? .....
.1.
Pond RW—LFSI W OD
FORMER POND 3 AREA 0 �1 . . . . . . . .
SEABOARD LCHT I
CHEMICAL
CORPORA TION
<
0
CD
PW-121 EAST SmE
WAVEWER . .. .
CD IRFANTIV
PLANT }} SCALE IN FEET
I
MW-6 SITE MAP FIGURE 0 75 150 300
Seaboard Group 11
C,
0 BASE MAP FROM BEL REMEDIAL INVESTIGATION and
AND
I
REPORT, MARCH 1999. The City of High Point SOURCE WATER LOCATIONS
FORMER SEABOARD CHEMICAL/ RIVERDALE DRIVE LF
ID Jamestown, North Carolina JAMESTOWN, NORTH CAROLINA

BW—
M W— 3 A
0'b" --- D R 2
�B
mW-3
TVOC - 66 ug/I PW 5D
� :�A
1,4-D - 60 ug/I
A W - 2.
O/W— D R1 ��•
TVOC - 7,445 ugA SIS Basin
1,4-D - 2,500 ug/l p
RW-S S1
OW—S SIA
A 4
— _ —RVN 1`S7
— _
TVOC - 3,596 ug/I [—TVOC - 4,371 ug/I
1,4-D - 550 ug/I 11,4-D - 1,600 ug/I
TVOC - 4,860
1,4-D - 1,200
19/I 1
\ W- /
VOC - 1 1t92 u
4-D, 480 ug/I
TVOC = Total Volatile Organics
1 D = 1,4-dioxane
9 = Recovery Well
Data collected on 3/25/21

�Y E
LCHT-3t,j?WDR-1
(9,
Outfall Pipe
L
,
WPM—
P
AL
RW-SEI ® -_
RW-SIS1
0
0 opal
SIS Basin
%St.
SIS Pipe S4
%%%S LCHT-5
LCHT-4
OW-SIS1A
AW-4
Randleman Lake
AWB-4
AW-3
Green dashs = RW-SIS1 drawdown
Gold dashs = PWDR-1 drawdown.
O= Recover Well
= Groundwater level below
Reservoir level
Map Prepared by. O'Brien do Gere, Inc. of North America
a Romboll Company, Raleigh, NC

�l
i
I
i
W-26
i
r
i
FORMER
SEABOARD
CHEMICAL
i
CORPORA TION
W-25
j�
W-5
'yV -- `t iJ
—12A
W, f
IT
0W—SF1
R W—SF1 �� TVOC - 59,730 ug/I
1,4-D - 2,500 ug/I
R —1 NWV— 713
F�-Uw 7 A
POND M iNTVOC
CAP - 140,800 ug/l
I I I 1,4-D - 18,000 ug/I
i� N
L
j
31O
TVOC = Total Volatile Organics
1 4-D = 1,4-dioxane
® = Recovery Well
Data collected on 8/24/21
r VERDALE -DRI
0
�W-29

APPENDIX A

WELL CONSTRUCTION RED GW-I
1. Well Contractor Information:
c—
f/� r
Well Contractor Nnme 3 - i f/-/fff1
NC Well Contractor Certification Number
Cascade Drilling, LP
Company Name
2. Welt Construction Permit#:
,Jsr all applicable melt co,aviruclio„ pern,ils (i.e. UIC, County, Stale, Fo•iance, etc.)
3. Well Use (cheelc well use):
Water Supply Well:
Agricultural
,)Geothermal (HeatinglCooling Supply)
Industrial/Commercial
'11rrieation
Non -Water supply Well:
Aquifer Recharge
Aquifer Storage and Recovery
Aquifer Test
Experimental Technology
Geothermal (Closed Loop)
Municipal/Public
Residential Water Supply (single)
Residential Water Supply (shared)
Groundwater Remediation
Salinity Barrier
Stormwater Drainage
Subsidence Control
Tracer
under 421
4, Date Well(s) Completed: d (Well ID# AJt'.,]_ c_K
5a. Well Location: !
Facility/Owner Name / Facility IDA ('if, pplicable)
22 Lou, Gt (A ltl', S fj �GGI+%i
Pzysical Address, Ci , and Zip
tj
County Parcel Identification No. (PIN)
5b. Latitude and longitude in degrees/minutes/seconds or decimal degrees:
(ifwell field, one lat/long is sufficient)
N
G. Is(arc) the well ermaDen t or oTemporary
W
7, Is this a repair to an existing well: OYes or No
IJ this is a repair', fill out known well coralrucaon it formation a, d evplain the nano•, of the
revair under 921 remarks section or our the hack of this farm.
9. For Geoprobe/DPT or Closed -Loop Geothermal Wells having the same
construction, only l GW-1 is needed. Indicate TOTAL NUMBER of wells
drilled:
9. Total well depth below land surface:— (ft.)
Por nrulliple wells list all depths ifebffierent (evan,ple- 3@200' and 2 r@100')
10. Static water level below top of casing: (ft.)
if water level is above caring, use
1I. Borehole diameter: ��
12. Well construction method: ___ ��L'i•t�
(i.e. auger, rotary, cable, direct push, etc.)
14.'lVATER ZONES
FROM
TO
DESCRIPTION
ft.
ft.
ft.
ft.
245:`OUTER CASING'(for'tnulti-eiised wells OR LINER' if a licalile
FROAf TO DIAMETER
THICKNESS
MATERLLL
Q" ft. in,
r/o
��
16. INNER CASING OR TiJi3ING cotherm
al closed -loop) ` " " .
FROM
TO
DIAMETER
THICKNESS
MATERIAL
..f. ft.
�ft.
tz in.
ft.
ft.
in.
17 SCREEN
FROM
TO
DIAMETER
SLOTSIZE
THICKNESS
MATERIAL
if
ft.
in.
ft,
ft.
in,
18. GROUT
FROM
TO
MATERIAL
EMPLACEMENT METHOD& AMOUNT
ft.
S
�L
j�FZ✓I f
£t.
ft.
ft,
ft.
19.SAND/GRAVEL 'PAC IC ifa licablc
FROM
TO
MATERLL
EMPLACEMENT METHOD
ft.
fr.
` 20. DRILLING
LOG: attach additional sheets if necessar
FROM
TO
DESCRIPTION color, hardness, soillrock type, gmin size, etc.
ft.
ft.
ft.
✓�O
ft.
ft.
ft,
ft.
ft.
ft.
ft.
ft.
ft.
ft.
:21; REMARKS'
22. Certification:
t ure of Cemfted Well Contract& Date
By signing thisform, I hereby certify lhal the welt(s) was (tivercq constructed in accordance
with 15A NCAC 02C.0100 or ISA NCAC 02C .0200 Well Construction Standardv and that a
copy of this record has bee), provided to lire 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 if necessary.
SUBMITTAL INSTRUCTIONS
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following:
Division of Water Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
24b. For Infection Wells: In addition to sending the form to the address in 24a
above, also submit one copy of this form within 30 days of completion of well
construction to the following:
Division of Water Resources, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
i 1
13a. Yield (gpm) Method of test: 24c. For Water Supply & Infection 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.
Fcnn GW-1 North Carolina Department of Environmental Quality - Division of Water Resources Revised 2-22-2016

WELL CONSTRUCTION REC (GW-1)
L Well Contractor formation:
t -I fff
Well Contractor Name
NC Well Contractor Certification Number
Cascade Drilling, LP
Company Name
2, Well Construction Permit #:
List all applicable well construction pernrius (i.e. UIC, Conoly, Slate, Variance, etc.)
3. Well Use (check well use):
supply Well:
Agricultural Municipal/Public
Geothermal (IIeating/Cooling Supply) DResidential Water Supply (single)
Industrial/Commercial DResidential Water Supply (shared)
Non -Water Supply
Aquifer Recharge
Aquifer Storage and Recovery
Aquifer Test
Experimental Technology
Geothermal (Closed Loop)
Groundwater Remediation
Salinity Barrier
E38tormwater Drainage
DSubsidence Control
Tracer
)lain under 421 Remarks
II
4. Date Well(s) Completed: n
Well ID# �ff _,,)- 3
5a. Well Location:
CC.. Le_), c 11,.
Facility/OwneerrName Facility lb if applicable)
/l ry
oe°1r4.1 YJ/, urf�S rll:�-��oCCri�
Physical Addre s, City, and Zip
G't;J��
County Parcel Identification No. (PIN)
5b. Latitude and longitude in degrees/minutes/seconds or decimal degrees:
(if well field, one ]at/long is sufficient)
W
6. Is(are) the well(s) qPermanent or DTemporary
7. Is this a repair to an existing well: Dyes or ITNO
If this is a repair fill out known well construction information at el explain the nature of the
repair nnder H21 reruarks.rection or on the back of this form.
S. For Geoprohe/DPT or Closed -Loop Geothermal Wells having the same
construction, only 1 GW-1 is needed. Indicate TOTAL NUMBER of wells
drilled:_
9. Total well depth below land surface:
Igor inultiple wells list all depilis if different (example- 3 rr 200' and 2Q100')
10, Static water level below top of casing:
Ifwaler• level is above casing, use "+"
IL Borehole diameter: (in,) %
12. Well construction method: (i.e. auger, rotary, cable, direct push, etc.)
.14. NVATER ZONES
FROM
TO
DESCRIPTION
ft.
ft.
ft.
ft.
15.`OUTER CASING far inulfi•cased wells
OR LINER if a licahlc
FROM
TO
DIAMETER
THICKNESS
hATERIAL
it ,
ft.
in.
16.4NNER CASING OR
TUSING Neothermal
closed -loon):`
FROM
TO
DIAMETER I
THICKNESS
M1IATERIAL
ti ' It.
ft.
in.
7
G/
ft.
ft,
in.
17. SCREEN
FROM
TO
DIAMETER
I SLOTSSIIZE
THICKNESSMATERIAL
Y
ft.
IS:GROUT
FROM
TO
MATERIAL
EMPLACEMENT METHOD&AMOUNT
ft.
ft.
4 G
ft.
ft.
ft.
ft.
19. SANDIGRAVEL
PACK ifau licable
FROM
TO
MATERIAL I
ENIPLACEM ENT METHOD
ft.
ate^
ft.
fr,
24. DRILLING LOG. attach addition i[ sheet§'if neccssar
FROM
TO
DESCRIPTION color, hardness, sailhock type, ruin size, ete.
ft.
ft.
ft.
ft.
fr.
It.
t ��
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
-21. REMARKS.:::
22. Certification:
rgnature ofCenifled Well Contractor Date
By signing lhis farm, I hereby certify that the wells) was (iere) cadslowcted in accordance
will? 15A NCAC 02C .0100 or 15A NCAC 02C .0200 Well Construction Standards and drat a
copy of this record has been provided do the well owner.
23. Site diagram or additional well details:
You may use the back of this page ro provide additional well site details or well
construction details. You may also attach additional pages if necessary,
SUBMITTAL INSTRUCTIONS
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following:
Division of Water Resources, 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 one copy of this form within 30 days of completion of well
construction to the following:
Division of Water Resources, 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 Supply & 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.
Form OW-1 North Carolina Department of Environmental Quality - Division of Water Resources Revised 2-22-2016

WELL CONSTRUCTION RECL- rD GW-1
1. Well Contractor Information:
i
Er �-
Well Contractor Name
NC Well Contractor Certification Number
Cascade Drilling, LP
Company Name
2. Well Construction Permit #;
1 ist all applicable srell construction permlU 0x. U1C, County, Stare, fariance,
3. Well Use (check well use):
Agricultural
Geothermal (Ileating/Cooling Supply)
Industrial/Commercial
Non -Water Supply Well:
Aquifer Recharge
Aquifer Storage and Recovery
Aquifer Test
)erimental Technology
thermal (Closed Loop)
E)MunicipallPublic
Residential Water Supply (single)
Residential Water Supply (shared)
Groundwater Remediation
Salinity Barrier
DStormwater Drainage
Subsidence Control
Tracer
n under #21
4. Date Well(s) Completed: uoZf Well ID#�i✓-__f
5a. Well Location:
Facility/Owner Name / Facility ID (fapplieable)
XU ` if
Physical Address, rty, and Zip
f
County Parcel Identification No. (PIN)
5b. Latitude and longitude in degrees/minutes/seconds or decimal degrees:
(if well Geld, one latllong is sufficient)
N
G. Is(are) the wells) Permanent or OTemporary
W
7, Is this a repair to an existing well: E]Yes or No
If dris is a repair, f1l orrt known well consiraca, ittforntatian rd explain the nature of die
repair under 1i21 renrarkv section or on the back of this form.
8. For Geoprobe/DPT or Closed -Loop Geothermal Wells having the same
construction, only I GW-1 is needed, Indicate 'TOTAL NUMBER of wells
drilled; ,
9, Total well depth below land surface: -(ft.)
_(ft.)
For multiple welfv list all depths if doerctu (example- 3 a 200' nud 2©100')
10. Static water level below top of casing; (ft )
if water level is above casing, use ' +'
11. Borehole diameter;
12. Well construction method:�r!!td
(i.e. auger, rotary, cable, direct push, etc,)
14. WATER ZONES .
FROM
TO
DESCRIPTION
ft.
ft.
ft.
ft.
18.OUTER CASING far'miiI Lose d wells 0R'L1NER i£a [icahlc
FROM
TO
DIAMETER
THICKNESS
MATERLLL
ft,
ft.
in.
16. INNER CASING OR
TUBING eothmnal closed -too
FROM
TO
DIAMETER I
THICKNESS
I MATERIAL
ft.
rr.
ln'
ft.
ft.
in.
J7. SCREEN
FROM
TO
DIAMETER
SLOTS
THICKNESS
MATERIAL
0 Q ft.
uu
11.
in.
m
[..
ft.
ft.
in.
18:`GROUT '
FROM
TO
MATERIAL
EMPLACEMENT METHOD & AMOUNT
ft.
ft.
ft,
ft.
ft.
ft.
19.SANDIGRAVEL'PACK(if applicable)':
FROM
TO
MATERIAL
EMPLACEMENT METHOD
ft.
£t.
14 `
ft,
ft.
`20. DRILLING
LOG' attach addiiioiinl sheets ifriecessar"
FROM
TO
DESCRIPTION color, hardness, soilfrock t c, min size, etc.
ft.
ft.
ft.
ft.
ft.
ft,
r
ft.
ft.
£t.
ft.
ft.
ft.
ft.
ft.
21:`REMARKS
22. Certification:
t atare oftenified Wel oniracior Date
By signing this form, I Hereby certify that the we/l(s) was (were) constructed in accordance
with 15A NC'AC 02C .0100 or I SA NCAC 02C .0200 Mell Consfrucrion Siandards and 111at a
copy of 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 INSTRUCTIONS
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following:
Division of Water Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
24b, For Infection Wells: In addition to sending the form to the address in 24a
above, also submit one copy of this form within 30 days of completion of well
construction to the following:
Division of Water Resources, 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 Supl2ly & Infection 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 Environmental Quality - Division of Water Resources Revised 2.22-2016

WELL CONSTRUCTION REC%� (GW-1)
!. Well Contractor Information:
Well Contractor Name
3-:4
NC Well Contractor Certification Number
Cascade Drilling, LP
Company Name
2. Well Construction Permit #:
list all applicable well constructioupernrits (i.e. UIC, Cormly, Slate, Variance, etc,)
3. Well Use (check well use):
Water Supply Well:
Geothermal (Heating/Cooling Supply)
Industrial/Commercial
Non -Water Supply Well:
ifer Recharge
ifer Storage and Recovery
ifer Test
ental Technology
nal(Closed Loop)
OMunicipal/Public
Residential Water Supply (single)
Residential Water Supply (shared)
Groundwater Rentediation
Salinity Barrier
[]Stormwater Drainage
Subsidence Control
Tracer
under -921
4. Date Well(s) Completed:3:�2a-2la2I Well ID# —
5a. Well Location:
Facility/Owner Name Facility ID# ( appli able)
Physical Address, City nd Zi
Po
County Parcel Identification No. (PIN)
5b. Latitude and longitude in degrees/minutes/seconds or decimal degrees:
(if well field, one lit/long is sufficient)
lu
6. Is(are) the well(s) crmanent or Temporary
W
7. Is this a repair to an existing well. ElYes or No
If this is a repair, fill ant known troll caasmacria; information and explain the nature of the
repair under 1121 remarks- section or on the back of this form.
S. For GeoprobelDPT or Closed -Loop Geothermal Wells having the same
construction, only 1 GW-1 is needed. Indicate TOTAL NUMBER ofwells
drilled:
9. Total well depth below land surface: (ft.)
For multiple wells list all depilrs if thereat (example- 3@200' and 2 a !00')
10, Static water level below top of easing: (ft.)
If water level Ls above casing, use
11. Borehole diameter: (in.)
12. Well construction method: ::�3� (i.e. auger, rotary, cable, direct pushy etc.)
14. WATER ZONES
FROM
TO
DESCRIPTION
ft.
ft,
ft.
ft.
15.OUTER CASING for multi -eased wells OR LINER iPa licdiblc
FROM
TO DEAIDIETER
TIIICICNFS5
MATERIAL
ft.
ft. in.
16, INNER CASING OR TUBING(geothermal
closed-loo
FROM
TO
DIAMETER
THICKNESS
MATERIAL
ft.
ft.
ft.
ft.
in.
17. SCREEN.
FROM
TO
DIAMETER
I SLOTSIZE
THICKNESS
MATERIAL
a �t.
9 ft.
in.
0
ft.
ft.
in.
18r GROUT
FROM
TO
MATERIAL
EMPLACEhICNT METHOD & AMOUNT
ft.
ft.
zo c
ft.
It.
ft,
ft.
19. SANDIGRAVEL`PACK
ifn ""licable
FROM
TO
MATERIAL
rNIPL CEMENTMETHOD
ft.
L
ft.
ft,
20, DRILLING
LOG attiich additional sheets if necemar
FROM
TO
DESCRIPTION color, hardness, soil/rock tv e, grain sin, etc.
ft.
ft.
ft.
ft.
ft.
ft.
�—I_
ft,
ft.
ft.
ft.
It.
ft.
ft.
ft.
21, REMARKS
22. Certification:
mture of Certified Well Contractor Date
By signing this form, I hereby certify drat the wells) was (were) constructed In accordance
with 19A NCAC 02C .0100 or 15A NCAC 02C .0200 Well Construction Slanaards and that a
copy of this record has heen 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 if necessary.
SUBMITTAL INSTRUCTIONS
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following:
Division of Water Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
24b. For Infection Wells: In addition to sending the form to the address in 24a
above, also submit one copy of this form within 30 days of completion of well
construction to the following:
Division of Water Resources, 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 SunDly & Infection 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-I North Carolina Department ofEnviroumenial Quality - Division of Water Resources Revised 2-22-2016

PROPOSED RECOVERY WELL INSTALLATION
WELL COVER
GROUND SURFACE-,
GROUT
BENTONITE SEAL
BOREHOLE
SAND
6" DIA. WELL SCREEN
PUMP
END CAP
f- PUMP DISCHARGE
D E PTH TO
TOP OF
SAND
IS FT.
I
Tz FT.
WELL
SCREEN
INTERVAL
20 TO 64 FT.
LAW ENGINEERING TESTING
COMPANY
CHARLOTTE , NORTH CAROLINA
TOTAL
DEPTH
OF WELL
60 FT.
FIGURE C-14

Steel �
4'x4' Cor
G
Babb & Associates, P.A.
Lockina Well Cao
TITLE., P W— S F 1
WELL CONSTRUCTION
SCC/Riverdale Landfill Site
5844 Riverdale Drive
High Point, North Carolina
Ground Surface
Surface Casing
— 95'
-ompletion
95' — 120'
120'
RGURE NO: SCALE., PROJECT NO:
not to
scale
CHECKED BY.• DRAWN BY. DATE.•

Date Start/Finish: 7/2/97 / 7/3/97 Northing.- 4989.0091 Well No. PW-SFS
Drilling Company: Parratt-Wolff Easting:5539.3113
Driller's Name: Mickey Helms well Casing Elev.: 733.t5 ft. Client:
Drilling Method: Air Rotary Corehole Depth: ft. Seaboard Group Il & City of H;gh Poin;
Bit Size: 9 7/8, 6 1/8 Auger Size : Borehole Depth: 120 ft.
Rig Type: Ingersoll-Rand T-3 Ground Surface Elev.: 732.14 ft. Site:
Spoon Size: Jamestown, North Caroi,�:a
Geologist: Brian Lovgren
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BBI I
BLASLAND. 800 6 LEE. INC.
engineers 6 scientists
Project: 05948.04 Script: B8L-we13
bate: 03/04/99
Stratigraphic
Description
GROUND SURFACE
Gray OVERBODEEN
l/
Remarks:
8" black steer surface castg eWaled io 97 feet
tY-211
Con,struc-icn
F
LaSa^.3.
r, out to 97' ac5
Water Levels
Date / Time Elevation Der:,
7/7/98 7,2.14 2'..31
I
P2_�e: 1 cr

Site: Well No. PK-S~ I
Jamestown, North Carolina
Total Depth 2O fL
CSent:
Seaboard Group II & City of High Point
a
a _ C:
T �
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a a Description Construc;:or.
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7V
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7Q5 /
-30 /
700
35
Remarks: Dater Levels
BBL Date / Time Elevation
7/7J98 712A MI
BLA IAND BOO & LEE, INC. -
engineers C scientists _
Project: 05946.04 Script: BBL-wel3 Page: 2
Date: 03/04/99

Sites
Jamestown. North Carolina
aient
Seaboard Group II & City of Ffigh Point
ai
a
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-U
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o
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BLA1AND, BOLICK & LEE, INC.
engineers & scientists
Projec1:05946.04 5[riot:881
Bate: 03A
- --------------------------
Gray OVERBURDEN
Fled No. PW-Sri
Total OMth - 120 it
Well
ConsirJCL1Cn
Remarks: Water Levels
Date / Time Elevation Depi,h
7/7/98 712.14 2t.01
y
Page: 3 o' 7

Site:
Nei No. Ph'-jrt
Jamestown, North Carolina
Client:
Seaboard Group II 6 City of High Point
Total Oepth - L>0 ft.
v
a
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T
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z
=
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wGII
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ti
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Description
ConscrucIuon
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m
z
Cr
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Z>
ca
675
/j
-i
Gray DVER$U�tDEN
i
/
670
/
665
70
660
75
Remarks:
Water Levels
Date / Time
Elevation
Dep.n
BBI
7/7/98
712.14
21.01
BLASLAND, BOO 6 LEE, INC.
engineers 6 scientists
Project: 05946.04 Script: BBL-we13 rc&Z " ✓` '
Date: 03/04/99

We4 No, P*-5:1
Site:
Jamestown, North Carolina
Client:
Seaboard Group II & City of High Point
Total Depth m t2Q ft
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/
/
650
Gray OVERBURDEN
~
e45
/
/
1/
Gray gneissic GRANITE
�k
640
/
�I
/
�I
�I
i
�I
95
Remarks:
Water Levels
Date / Time
Elevation De,o`h
BBL
7/7/98
712.14 2101 I
BLA1AND, BOUCK & LEE INC.
engineers 6 scientists
Project: 05946.04 Scrrpt: BBL-wei3 Page 5 or 7
Date: 03/04/99

Site:
Jamestown, North Carolina
went;
Seaboard Group IF & City of High Point
wel Na Pit
Total Depth - Ln ft,
v
a
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oz
tT
�
�
Stratigraphic
Viell
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v -
a,
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a z
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---------------------------—
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115
i
Remarks:
Water Leveis i
Date / Time
Elevation I Dep
BBL
7/7/s8
1?.1a etc
BLAJAID, BOUCK 6 LEE, M.
engineers 6 scientists
Project: 05946.04 bcript: bdL-Nel3 Page f
Date: 63/04/99

Site:
We[ tom. PK-SF1
Jamestown, North Carohna
Total Depth - 12o ft
Ment:
Seaboard Group II & City of High Point
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Description CC: F,;:: 0n
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0
u7
0
❑ W rn (I] m Z Cr
4 =
D
U'
Olive MAFIC DIKE
615
--------------------------
� - ~'CVen We
I ccns;ruction
Gneissic GRANITE
--------------------------
Olive MAFIC O]KE
Boring terminated at 120'
605
Remarks: Water Levels
Date / Time Elevation De, ',h
BBIY 7/7I98 7t2.t4
BLA1A, BOO 6 LEE, INC.
engineers & scientists '
Project: 05945.04 Script: 661.-wei3 Page: 7 0
Date: 03/04/99