WQ0035809_Response to Inspection_20210423

Old North State
Water Company
k
PO Box 10127 Birmingham, AL 35202
April 23, 2021
Morelia Sanchez -King, Regional Supervisor
Water quality Regional Operations Section
Wilmington Regional Office
Division of Water Resources, NCDEQ
Re: Compliance Inspection Report
Permit No: WQ0035809
Stateside WWTP
Onslow County
Dear Morelia Sanchez -King,
I am in receipt of the inspection report dated March 23, 2021 and wanted to respond to the requested
information.
1. A residual Management Plan is attached.
2. The Hydrogeologic Certification for Basin k3 is attached.
3. ORC designation form is attached.
4. The GW-30 Form is attached
5. The GW-1 forms were submitted electronically.
Thank you and please reach out with questions or concerns at the address above, or email at
smcmillanPinteerawater comcom or give me a call directly at 205-719-7795.
Sincerely, -,(.{ /I,(
'v
Sean McMillan
Vice President

DOpuSlgn Envelope ID. 5534B3BE4636-486D-AB27-854AC7FBF839
.a SVVFo
B
ROY COOPER-
Govemor
DIONNE DELLI-GATTI we
Secreeory
S. DANIEL SMITH NORTH CAROLINA
O r Ewlro mtdQwk
March 23, 2021
John McDonald
Old North State Water Company LLC
PO Box 10127
Birmingham, AL 35202-0127
SUBJECT: Compliance Inspection Report
Stateside WWTP
Non -discharge Permit No. W00035809
Onslow County
Dear Permittee:
The North Carolina Division of Water Resources conducted an inspection of the Stateside W WTP on
3/10/2021. This inspection was conducted to verify that the facility is operating in compliance with the
conditions and limitations specified in Non -discharge Permit No. W00035809. The findings and
comments noted during this inspection are provided in the enclosed copy of the inspection report
entitled "Compliance Inspection Report".
Please respond in writing to this office within 30 days of your receipt of this letter regarding submittal of the
following items:
1. A Residual Management Plan that meets the requirements of SSA NCAC 02T .0707.
2. Prior to the operation of Basin #3, submittal of results of an inspection and testing performed by a
Professional Geologist.
3. ORC/BORC Designation Form for the facility.
4. GW-30 Form for the abandonment of water supply well within the compliance boundary.
5. GW-1 Forms for the installation of MW #4, #5 and #6.
NorchfarolinaentoFEnrironmmral QnaNrylDiWsbn of Warn Resources
i9A.W5 Wllminjton Re9lc1om] gfltt IR1CaMInal OFlve En[mslo� Wilmin9Wn,Ntt[h Gm11na 39/p5
9I0'N&M5

Old North State
Stateside waste Wastewater Treatment Plant Permit:
WQ0035809
Residuals Management Plan
1-The biosolids(sludge) is wasted from the the aerated membrane
system into the aerated digester
2-The solids are aerated about a week
3-The aerator is switched off and the solids are dewatered
4-The solids are then hailed by Lewis Farms
5- Lewis Farms performs the Pathogen and vector attraction reduction
as required by law

GFU WA
W.
EDWIN ANDREWS & ASSOCIATES, P.L.L.C.
CONSULTING HYDROGEOLOGY AND SOIL SCIENCE
P.O. BOX 30653
RALEIGH, N C. 27622 - 0653
PHONF: (9I9) 306 3069
Scptember 2, 2020
Mi. Joint McDonald
Old North State Water Company LLC
3212 6ih Avenue, South
Suite 200
Birmingham, Al 35222
Ite: Hydrogeologic Cealification Bassin 3, Stateside WWTP (W00035809)
Project Number HRI 0120
Dear Mr. McDonald:
Summary:
This evaluation of the performance of Basin 3 at the Stateside WWTP is the second part of an
evaluation and certification effort for Basins 4 and 3. Basin 5 had been certified earlier for 50,000
gallons per day (verbal communication Charles Donnell, PE). On March 19, 2020, Basin 4 was
certified at 75,000 gallons per day, as built. This evaluation will demonstrate that Basin 3 will be
certified at 108,900 gallons per day (Table 1, Summary Basin Capacities at Stateside WWTP).
Combined the certified capacity of the three basins is calculated to be 233,900 gallons per day.
Test Results Basin 3:
Edwin Andrews & Associates, Stateside WWTP
PLLC began evaluating Basin 3 at Haa,e 2, Wad., Ue .l ue..atme O,anaa
the Stateside WWTP, Onslow 46
County, N.C. in July by tilling the =„ �` r
basin with groundwater. The water a =`
levels in Basin 3, P31, P32 and 40 - --- ^ z
P4(near Basin 4) were monitored �a 2
usingDiver m Data Loggers 6'7 °
gg $ 7 a< s a 7 s a Is u u v ,c rs n n
(10meter) (Figure ],Site Map front u,r
Model). The test of the basin „ —U.
commenced as the water level
reached 42.16 feet above mean sea ei9Gr. Aec.chad:
level on July 31, 2020 (Table 2,
Data Logger Results July 31 tlu'ough August 16, 2020). Flow meters were added and the flow was
reduced to 140,679 gallons per day to start the test on July 31, 2020. The water levels increased to
44.91 feet above mean sea level by August 13, 2020, at which point flow was reduced to 108,901

gallons per day. The level initially appeared to slabi line beneath the permitted 44.9 feel above mean
sea level with the reduced flow (Figure 2, Water Levels July 31 to August 16, 2020). From this data,
the site capacity for Basin 3 at the Stateside W WTP is certified at 108,900 gallons per day.
Basin 3 Problem Analysis:
Two conditions were identified at the beginning of these evaluations that could affect the basin
performance. "rho first condition is the presence interstitial clay was present between the sand grains
from ground surface to a depth of approximately 10 feet below ground. The second condition could
be due to ineffective drains, which were relatively shallow. The drains were placed at elevations
near the transition for the clay surface sand in the+/- 39 to 40 feet above sea level. It is possible that
the drain is only skimming the top of the water table aqui ter, with the bulk of the lateral Bow passing
beneath the drains.
Gcotechnical information from two boreholes was included in the March 15,2020letter certification,
confirmed the presence of the clay. As a result the clay was removed prior to testing Basin 3.
However, the performance of Basin 3 was similar to the other two basins (approximately 50 to 65%
efficient), indicating that clay removal was only part of the lost capacity. A MODFLO W simulation
was built to provide analysis of the drains, as well as the surficial aquifer.
This analysis determined possible causes for the loss of potential capacity was made by applying a
MODFLOW simulation of the Basin 3 test results (transient calibration). Prior to performing the
transient state model, a steady state calibration was needed. This was based on a water level synoptic
was completed on July 30, 2020 (Table 3, Basin 3 Water Level Data). Beginning with the steady
state calibration and synoptic data a transient stale model was built to simulate the test period from
July 31, 2020 to August 17, 2020.
The resulting time vs wales level graph revealed reasonably close calibration to the observed water
levels (Figure 3, Head
vs Time, Comparing
Observed Water'
Levels to MODFLO W
Results). The
calculated water levels
were reasonably close
to the observed water
levels from the data I.
loggers.
Using the Zone
Budgets modeling the
drain performance,
drain flow was
compared to the
reported drain flow in
Figure Attached:

the Fnvirolink, Inc. Monitoring reports for the end of July and beginning of August. An analysis of
the drain performance indicates that the reported chain Flow is not related directly to the Basin 3
recharge (Table 4, Drain Flow Results, July 31-August 17, 2020)(Figure 5,11eporled vs Modeled
Drain Flow from Table 4). Deeper drains should be considered to provide some of the lost capacity.
A MODFLOW simulation determined tlnat capacity could be restored using drains at an elevation
of 32 feet above mean sea level. The model calculates predicted water levels near 44 feet above
mean sea level (Figure 6, Time vs Water Level with Deeper Drains).
I hope that this analysis is helpful. I will be glad to review and discuss options with your design
engineer. Please call if you have any questions.
Very truly yours,
Edwin Andrews & Associates, P.L.L.C.
Edwin E. Andrews 111, P.G., N.C.L.S.S.
Consulting Hydrogeologist and Soil Scientisi
SEAL
9

Stateside W WTP
Table 1, Summary of Basin Capacities
Permit
Permit
Permit
Permit
Certified
Efficiency
Groundwater
Area
Area
Loading Rate
Capacity
Capacity
Lowering
Acre
sq. It.
GPD/Sq It
GPO
6PD
Per Cent
GPD
Basin5
0.43
18,731
5.16
96,651
tal
51.7%
Flow Combined
Basin
0.51
22,216
5.16
114,632
75,oDO
65.4%
Flow Combined
Basin3
0.83
36,155
5.16
186,559
108,900
58.4%
Flow Combined
-
397,842
233,900
58.8%
413,000

Table
Stateside W WTP
2, Data Logger Results July 31-August 16
Date/Time
P31
P32
BASIN 3
P4
RAIN
DRAIN
day
WLELEV
WLELEV
WLELEV
WLELEV
Ft. M.S.L.
Ft. M.S.L.
Ft. M.S.L.
Ft. M.S.L.
Inch
G.P.D.
7/31/2020
12:00
1
40.72
40.20
42.15
39.91
0.0
104,128
8/1/202012:00
2
40.76
40.08
42.37
39.76
0.0
92,992
8/2/2020
12:00
3
40.96
40.15
42.68
39.80
0.0
106,150
8/3/2020
12:00
4
41.14
40.21
43.02
39.84
1.0
96,710
8/4/202012:00
5
41.40
40.32
43.50
39.97
0.5
102,092
8/5/2020
12:00
6
43.33
40.13
43.53
39.78
0.0
99,188
8/6/2020
12:00
7
41.77
40.49
44.10
40.14
1.5
85,627
8/7/2020
12:00
8
41.85
40.46
44.38
40.11
0.0
103,158
8/8/202012:00
9
41.97
40.57
44.56C40.26O.0.0
92,319
8/9/202012:00
10
41.72
40.32
44.350.0
90,504
8/10/2020
12:00
11
41.68
40.28
44.320.0
88,171
8/11/2020
12:00
12
41.92
40.46
44.641.0
85,589
8/12/202012:00
13
42.09
40.58
44.910.0
100,255
8/13/202012:00
14
42.13
40.59
44.990.0
83,469
8/14/2020
12:00
15
42.01
40.43
44.910.0
96,889
8/15/2020
12:00
16
41.98
40.41
44.871.576,729
8/16/2020
12:00
17
41.93
40.31
44.851.0
77,056

Stateside W WTP
Table 3, Basin 3 Water Level Data (July 30, 2020)
Water
I Depth to
PoijGoundnd
Stickup
Measure
Measured
East
North
Elevation
Water
ion
Point
Water Level
NAD83 (ft)
NAD83 (ft)
Ft. m.s.l.
Feet
s.l.
Feet
ft. m.s.l.
Feet
2,455,861
414,710
42.15
0,00
wl
5
0.00
42.15
0.00
2,455,892
414,718
40.72
8.16
P38
1.05
49.93
9.21
2,455,918
414,731
40.20
7.68
P38
0.60
48.48
8.28
2,455,819
414,862
42.50
0.00
WL
0
0.00
42.50
0.00
2,455,878
414,966
39.91
9.13
P4
1.20
50.24
10.33
2,455,952
415,038
39.40
0.00
WL
00.00
39.40
0.00
2,455,985
415,151
39.47
9.03
P8
1.20
49.68
1 10.21

Stateside WWTP
Table 4, Drain Flow Results July 31-August 16
(see fig. 5)
Date/Time
RAIN
MEASURED
MODEL
day
DRAIN
DRAIN
Inch
G.P.D.
7/31/2020 12.:00
1
0.0
104,128
90,680
8/1/2020 12:00
2
0.0
92,992
90,134
8/2/2020 12:00
3
0.0
106,150
95,415
8/3/2020 12:00
4
1.0
96,710
112,574
8/4/2020 12:00
5
0.5
102,092
130,728
8/5/2020 12:001
6
0.0
99,188
144,177
8/6/2020 12:001
7
1.5
85,627
159,810
8/7/2020 12:001
8
0.0
103,158
164,627
8/8/202012:00
9
0.0
92,319
180,612
8/9/202012:00
10
0.0
90,504
185,556
8/10/2020 12:00
11
0.0
88,171
190,351
8/11/2020 12:00
12
1.0
85,589
198,639
8/12/202012:00
13
0.0
100,255
202,042
8/13/202012:00
14
0.0
83,469
202,506
8/14/202012:00
15
0.0
86,889
202,461
8/15/2020 12:00
16
1.5
76,729
208,153
8/16/202012:00
17
1 1.0
1 77,056
1 212,634

eaxsvaexaeM.M
t e a rx weax cenawcmn

Stateside WWTP
Figure 2, Water Level Elevation Change
46
Maximum Permitted Water Elevation 44.9 Ft- M.S.L.
10
N
45
5
44
i
�
Flow Reduction
8
43
_ -
to 108,901 a.a.d.
6
42
0
'm'
41
q
m
40
39
2
38
v
37
0
1 2 3 4 5 6 7 8 9 10 11 12 13 14
15 16 17
Day
�P31 ®P32-----Basin3 -P4 ®Rain

Stateside W WTP Basin 3 Model
Figore 3, Head vs. Time
Comparing Observed Water Levels vs MODFLOW Model
•
• • e•91•d
IN
0+wwuw.-a_.
• �� • � � vY0wme1 Q

Stateside WWTP
Figure 4, Flow to Drains (Cubic Feet per Day)
Time = 17
(28,427 cu ftlday = 212,634 gallons per day)

250,000
200,000
3 150,000
0
LL 100,000
c
50,000
C) 0
Stateside WWTP
Figure 5, Reported vs Modeled Drain Flow from Table 4
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
Days from Start
Reported Drain Flow (gpd) �MODFLOW Drain Flow (gpd)

Stateside WWTP
Figure 6, Head vs. Time Deep Drains
_— Time= 274.8 Time = 426.8
BASIN 4/Alnterpolated 31Alnteroolated = 4451
-- Time = 425.6
BASIIN 5IAlnterpolated = 43.81
Time

Water Pollution Control System Operator Designation Form
WPCSOCC
NCAC 15A 8G .0201
Perminee Owner/Officer Name: 570-^ MC�oJl.a�o`
Mailing Address: 90 3,0X VO 12 —I
City: �;fA.:�nS�IAM State:L Zip: Z62- Phone#:
Email address:A+co�o r.ald 00NSW C. COA".
Signature: Date:
.........................................................................................
Facility Name:
stateside Wastewater treatment Plant Permit#:35809
Cnnwev MOM
SUBMIT A SEPARATE FORM FOR EACH TYPE SYSTEM!
Facility Type/Grade (CHECK ONLY ONE):
Biological Collection Physical/Chemical Surface Irrigation Land Application
................................................................................................................................................
Operator in Responsible Charge (ORC)
Jeff Jarman Email:
Print Full Name: Email:
Certificate Type/Grade/Number: wW xv / 13491 Work Phonc#: 910-330-8167
Signature: 1/.k. /) Date: 4/23/2021
m the Operatic to Responsible Change for the facility uored.I understand aid will abide by the rules
ubRi:io of the ORC as set forth in 15A NCAC NG.0204 and Who&to do so. room in Itiscipliimy
Acdom
Back -Up Operator in Responsible Charge (BU ORC)
Print Full Name: Benjamin Aragona jr Email:baaragona8gmail.com
Certificate Type /GyIdc/N.1mr,
�v/990429
Work Phone#:
910-358-2249
Signature:
Date:
"1 ratify that I epee to my designation as a Back-up Operator in Responsible Charge for the facility amid.I understand and will abide by the
rates aid regulations renaming to the responsibilities ofthe BU ORC in set forth in 15A NCAC 080.0205 and failing to do so can result in
Disciplinary Actlom by the Weser Pollution Control Sys =Olaeretms Certification Commission."
............................................................................................................................. I....................
M4jutoremmuthe WPCSOCC, 1618 Mail Service Center, Raleigh,NC27699-1618 Fax:[phone]
orfebwalto. Rang, certadminQncdencenv
Mail orfae a= to the Ashevule Fayetteville Meorewille Raleigh
appropriate Regional O/fs . 2090 US Hwy 10 225 Green St 610 E Centa Ave 3800 Bmr m Dr
Swannanoa 28779 Suit 714 Suite 301 Raleigh 27609
Far: 828399.7043 Fayetteville 28301-5043 Mooresville 29115 Fu. 919571.4718
Phom:$28.296.4500 Fax: [phone] Fax: 7M.663.6040 Phome:919.791A200
Ph one: 910.433.3300 Phone: [phone]
Washington
Wilmiogtoi
Winston-Salem
943 Washington Sq Mall
127 Cardinal Dr
450 W. Hmes Melt Rd
Washington 27889
Wilmington 28405-2845
Winston-Salem 27105
Fax: [phone]
F.: 910350.2004
Fax: [phone]
Phone: [phone]
Phone: [phone]
Phone: [phone]
Revised 05-2015

WELL ABANDONMENT RECORD
1. Well Connector Informodon:
GroundWater Well And Pump Co
Well Commam Name (enroll swur pertonallyabandonina welt on hi4he, pope,ty)
Earl Wayne Thompson
NC watt Ce4at>u Sin fvwim,.N M.
NCWC 2908-A
ComPmy Nemc
2. Well Construction Permit il:
Lot o//applirdde-11 —wvvnma ov ni. da VIC. Chow, 9naa. Perique, we/ //wham
3. Well me (check well sae):
Water Supply Well:
OAgdculemot
OMunieipaNLblic
OGaothermal(Hcating/Cmling Supply)
OReddomial Water Supply(single)
OlntlussdeVCommcrcial
❑ Residential Water Supply shared)
Ntri ion
Non -Water Supply Well:
OMpnimdng
OReeowry
Injestlon Well:
OAquifer Recharge
OGmundwarer Remediation
➢Aquifer Smraga am3Ramvery
matlniry Banner
DAquife Test
OSournin ter Dmimge ,
DEsipedmmml Technology
OSubsideneeConral
OChrothamtal (Closed Imp)
OT.,
OGeuthhmal HuatinPbCaalin Rmsm)
OOtlmr ex lain underl )
10/10/20
So. Well huadon:
Stateside WWTP Jacksonville NC
Fonility/Ownm Name Feelhyllh(ifaMlkable)
Old North State Water Company
Phoned AdAuq City, and Zip
ONSWC,LLC
Conine Parcel Identificuu Ne.(19N)
Sit. Ladlude and longitude in degreWminutte/seeonda or dednul degrees:
(if roll field... Imp, is eul&iem)
Fm lntemafllse DNLV:
WELL ABANDONMENT DETAILS
lit. For Geoprobe/DPT or Closed -Loop Geothermal Wage having the shoe
well mar on,lionldepth, only 1 GW-30 is handed. Indictee TOTAL NUMBER or
wells abandoned:
1b.Ap,mumnate ♦plume of water remelting in wells):
FOR WATER SUPPLY WEIRS ONLY:
u.Type ofdishoortintused: HTH
Td. Amount of dulnfecmm used: 2 Cups
9e. Sealing materials used (chink all that apply)
❑Nem Cement Groin
a Bcmmritc Chipsm Pallas
❑ Sand Came. Grout
❑Dry Ciey
❑ ConCRtc Gram
❑ Doll Cuttings
O Specialty Grant
❑ Crawl
❑Bentorm, Simry
❑ Odwr(explain under 9g)
lf. portion material mleeted above, provide amount of materials dead:
20 bags Hole Plug Annulus also filled to service
1g. Provide a brief deterlpdon of the abandonment procedure:
Remove Pump. Sound depth of well,fill Casing with Hole Plug
Made sure Hole plug hydrated
8. Cinti"Pubmiz
Bo-L C 10/14/20
6igmturc afCmMetl WGI Con tw ar Well O»oar Dom
By signing thin form, I washy eerlh that the xul/(s) was fwerc) abandoned in
aemrdonce with ISA NCAC 02C.0100 or 2C.0200 Well Cru same, SmodaMe
and that a espy or tho record hoe bean provided to the wet a er.
9. sire diagram or s ddidanal wall diunflu
You may use the back of this page to pmvide additional well site details or well
abandonment details. You may also epoch additional pages ifnncamrv.
CONSTRUCTION DETAILS QE IYELL61 BEING ABANDONED
Anarhoollmnro dananrdol✓millode pnrnvh$la ieiactinn nrnm-xi,ermpplrxelh
SUBMITTAL INSTRUCTIONS
ONLYx dtl�esmne rnn.rtmunWu6andnnm, rvameauhoonnefnnn. its. For All Well : Submit this form within 30 days of completion of well
be. Well IDg: abmtbomhtt to the following:
6b. Total wall dentin 135 (fe3
6e.Borcholedlaas,, Bin on.)
6d. Water level below ground surface: 10 W
Division of Water Reinstate, lafarmation Procesdug Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
10b. For Inieetion Wells; In addition to sending the rant to the address in i0a
above, oLm submit one copy of this form within 30 days of completion of well
ahsndnnmem to the rallnwing:
Division of Water Rnoarees, Underground Injacdi n Control Program,
1636 Mall Servltt Center, Ralelgb, NC 21699-1636
be. Outer using length (if known): 4i" (R) lea. Far Wahl Beedr&3nheaba Wdh: Maddiaion aixtAing risefmnm Sx
addrma(es) above, also submit one copy or this font within 30 days efcompletion
of well abandonment to the county health drynnment of the county where
6f. Inner cedngttubing length (if known): (f.) stimulated.
fig. Screen length If known): (R.)
Farm GWJO Nnnh Camlim Depanmemof EnvimmmnUl Qaaliry DwismnorWatm Rmomeea Reveal 2.22.2016