HomeMy WebLinkAboutWQ0023261_Monitoring - 11-2022_20221221 (3)Monitoring Report Submittal
Permit Number #* WQ0023261
Name of Facility:* Onslow Water & Sewer Authority - Swansboro WRF
Month: * November Year: * 2022
Report Information
Type* Upload Document*
GW-59 Swainsboro GW59 Nov
2022.pdf
PDF Only
7.94MB
Please upload one PDF containing all applicable monitoring reports
(i.e., NDMR, NDAR-1, NDAR-2, NDMLR, GW-59).
Confirmation Email Address: * sjones@onwasa.com
Name of Submitter: * Sherry A Jones
Signature:
Date of submittal: 12/21/2022
This will be filled in automatically
Initial Review
Reviewer: Gerald, Wanda
Is the project number correct?* WQ0023261
Is the monitoring report accepted?* - Yes NO
Regional Office* Wilmington
Reviewer: _anonymous
Review Date: 1/10/2023
G -5 A COMPLIANCE REPORT FORM Permit# WQ0023261
(Submit one each monitoring period with GW 59 forin&)
1
Enter date monitoring results were due. ( Nov. 2022 ) Will this monitoring report (GW-59 and GW-59A)
be submitted after the established due date?
YES
NO
2
Was any required information missing on the GW-59 report forms?
YES
IF the answer to question 1 or 2 is "YES", list in the space provided below the well identification number(s) and
explain the problems encountered in obtaining the required information.
3
Are any of the monitor wells in need of repair or maintenance (damaged casing, unlocked or missing cap, missing
identification plate, area overgrown, etc.)? If the answer is "Yes ", contact the Regional Office for guidance.
YES
NO
4
Are any monitored constituents equal to or above the established standards?
S
NO
If the answer to question 4 is "NO", skip to section 8.
If the answer to question 4 is "YES" list the affected wells individually with constituent(s) and concentration(s)
exceeding standards in the space provided below:
MW1 - pH below desired range @ 5.88 mg/L, TOC above 10 mg/L @ 14.0
MW3 - ph below desired range @ 5.76 mg/L
5
For the constituents identified in question 4 above, have standards been exceeded previously for the
same constituent(s) in the same well(s) in the last two years?
S
NO
If the answer to question 5 is "NO", skip to section 8.
If the answer to question 5 is "YES", list in the space provided below, each well with constituent(s) exceeding
standards, concentration(s) reported, and sample collection date for each occurrence (for the last two years).
Monitoring Wells are consistantly at or below the desired pH range.
Elevated Nitrate levels ccurred previously
Elevated TOC levels have occurred previously
6
Are the monitoring wells listed in section 5 located at or beyond the review boundary?
YES
NO
If the answer is "YES". a groundwater quality problem maybe occurring. CONTACT THE REGIONAL
OFFICE IMMEDIATELY FOR GUIDANCE. If the answer is "NO". monitoring wells maybe improperly
located, contact the Regional Office.
7
Is the permittee implementing previously approved actions required by the Division involving this
groundwater quality problem?
YES
NO
If the answer to question 7 is "YES" describe those actions in the space provided below.
If the answer to question 7 is "NO" contact the Regional Office within 90 days: an evaluation may be
required to determine the impact the waste disposal system is having at the review and compliance
boundaries surrounding this facility. Failure to do so may subject the permittee to a Notice of Violation
fines, and/or penalties.
g
The person completing this portion (G W-59A) of the monitoring report should sign below and submit this
form with G W-59 forms for required wells to the address provided at the top of the current GW-59 form.
I hereby acknowledge that the above information was evaluated and the information submitted in this
report (C ,mpHance Report GW-59A) is true and,compiete to the best of my knowledge,
/-7 lR
Tignatur4 of Permittee (or Authorize Agent) Datb
GW-59A 12/8/2003
SUBMIT FORM ON YELLOW PAPER ONLY
GROUNDWATER QUALITY MONITORING:
COMPLIANCE REPORT FORM
FACILITY INFORMATION Rease Print Clearly or Type
Facility Name: Swansboro WRF/ Wastewater Treatment and Reclaimed Water Utilization System
Permit Name (if different): Onslow Water & Sewer Authority
Facility Address: 199 Williams Rd
Swansboro - "' NC 28584
act Person: Mark Young
Location/Site Name: Northside Basin 1
County Onslow
Telephone#: 910-937-7570
No. of wells to be sampled: 3
L ID NUMBER (from Permit): Monitoring Well 1 Date sample collected: 11/8/2022
Depth: 20 ft. Well Diameter: 2 in.
i to Water Level 82546: 10.0' ft. below measuring point Screened Interval: 5 ft. to 20 ft.
,uring Point is 3 ft. above land surface Relative M.P. Elevation: ft.
ne of water pumped/bailed before sampling: 5 gallons
ales for metals were collected unfiltered: ❑ YES ❑ NO and field acidified: ❑ YES ❑ NO
Date sample analyzed:_ X.-&Z_ - /1/j&7-
Laboratory Name: ONWASA/ Envirochem
PARAMETERS NOTE: Values should rdfledt dissolved and colloidal concentrations.
COD 00335
mg/L
Nitrite (NO2) as N 00615
mg/L
Coliform: MF Fecal 31616 <10.00
/100mL
Nitrate (NO3) as N 00620 <0.250
mg/L
Coliform: MF Total 31504
/100mL
Phosphorus: Total as P 00665 0.180
mg/L
(Note: Use MPN method for highly turbid samples)
Orthophosphate 70507
mg/L
issolved Solids:Total 7030o 238
mg/L
Al -Aluminum 01105
mg/L
pH (Lab) 00403 5.88
units
Ba - Barium 01007
ug/L
TOC 00680 14
mg/L
Ca - Calcium 00916
mg/L
Chloride 00940 47.7
mg/L
Cd - Cadmium 01027
ug/L
Arsenic 01002
ug/L
Chromium: Total 01034
ug/L
Grease and Oils 00552
mg/L
Cu - Copper 01042
mg/L
Phenol 32730
ug/L
Fe - Iron 01045
ug/L
Sulfate 00945
mg/L
Hg - Mercury 71900
ug/L
Specific Conductance 00095
µMhos
K - Potassium 00937
mg/L
Total Ammonia 00610 <0.500
mg/L
Mg - Magnesium 00927
mg/L
(Ammonia Nitrogen, NH3asN, Ammonia Nitrogen, Total)
Mn - Manganese o1o55
ug/L
TKN as N 00625
mg/L
Ni - Nickel 01067
ug/L
:RMIT Number: Expiration Date: 10/31/2026
in -Discharge WQ0023261 UIC
'DES Other
PE OF PERMITTED OPERATION BEING MONITORED
❑ Lagoon ❑ Remediation: Infiltration Gallery
❑ Spray Field ❑ Remediation:
❑ Rotary Distributor ❑ Land Application of Sludge
❑ Water Source Heat Pump E Other: High Rate Infiltration
FIELD ANALYSES:
pH 00400: 5.88 units
Spec. Cond. 00094:
Odor 00085: none
Appearance Clear
If WELL
WAS
Temp. 00010: 21.9 oC DRY at
uMhos I time of
Certification No. 539/94
Pb - Lead 01051 ug/L
Zn - Zinc 01092 mg/L
Other (Specify Compounds and Concentration Units):
ORGANICS: (by GC, GC/MS, HPLC)
(Specify test and method #. ATTACH LAB REPORT.)
Lab Report Attached? 0 Yes (1) ❑ No (0)
VOC 7873 method #
method #
method #
method #
rur mememauon bystems vmy (Attacn t_an Keports): Intluent Total VOCs: mg/L Effluent Total VOCs: mg/L VOC Removal%
David Mohr - Chief Operations Officer
Permittee (or Authorized Agent) Name and Title - Please print or type
GW-59 Rev.06-07-2018
SUBMIT FORM ON YELLOW PAPER ONI Y
GROUNDWATER QUALITY MONITORING:
DEPARTMENT Of ENi AON111it ' AL iitJALITY'- DIY: OFWATER RESOURCES
COMPLIANCE REPORT FORM
, •
-ooNocEssteiaUNIT ..
: ' : tsj7 n11nt�sEt?uic cEatT.. .
FACILITY INFORMATION Please Print Clearly or Type
PERMIT Number: Expiration Date: 10/31/2026
Facility Name: Swansboro WRF/ Wastewater Treatment and Reclaimed Water Utilization System
Non -Discharge WQ0023261 UIC
Permit Name (if different): Onslow Water & Sewer Authority
NPDES Other
Facility Address: 199 Williams Rd
TYPE OF PERMITTED OPERATION BEING MONITORED
SwansbOro '`' INC 28584
County Onslow
❑ Lagoon ❑ Remediation: Infiltration Gallery
❑ Spray Field ❑ Remediation:
Contact Person: Mark Young
Telephone#: 910-937-7570
❑ Rotary Distributor ❑ Land Application of Sludge
Well Location/Site Name: Northside Basin 2A
No. of wells to be sampled: 3
❑ Water Source Heat Pump X Other: High Rate Infiltration
from Permit
SAMPLING INFORMATION
If WELL
WELL ID NUMBER (from Permit): Monitoring Well 2
Date sample collected: 11/6/2022
FIELD ANALYSES:
WAS
Well Depth: 20 ft.
Well Diameter: 2 in.
pH 00400: 6.85 units Temp. 000lo: 22.3 oC
DRY at
Depth to Water Level 82546: 10 ft. below measuring point
Screened Interval: 5 ft.
to 20
ft. Spec. Cond. 00094: µMhos
time of
Measuring Paint is 3 ft. above land surface
Relative M.P. Elevation:
ft.
Odor 000e5: none
sampling,check
Volume of water pumped/bailed before sampling: 5
gallons
Appearance Light Tan
here:❑
Samples for metals were collected unfiltered: ❑ YES El NO and field acidified: N YES El NO
LABORATORY INFORMATI
Date sample analyzed: Ll lql 7)_ -
Laboratory Name: ONWASA/ Envirochem
Certification No. 539194
PARAMETERS NOTE: Valdes should retlectdissolved and colloidal concentrations.
COD 00335 mg/L
Nitrite (NO2) as N 00615
mg/L
Pb - Lead o1o51 ug/L
Coliform: MF Fecal 31616 <10.0 /100mL
Nitrate (NO3) as N 00620 2.68
mg/L
Zn - Zinc 01092 m9 /L
Coliform: MF Total 31504 /100mL Phosphorus: Total as P 00665 0.174
mg/L
(Note: Use MPN method for highly turbid samples)
Orthophosphate 70507
mg/L
Other (Specify Compounds and Concentration Units):
issolved Solids:Total 703oo 479 mg/L
Al -Aluminum 01105
mg/L
pH (Lab) 00403 6.85 units
Ba - Barium 01007
ug/L
TOC 00680 10.0 mg/L
Ca - Calcium o0916
mg/L
Chloride oo94o 58.0 mg/L
Cd - Cadmium 01027
ug/L
Arsenic 01002 ug/L
Chromium: Total 01034
ug/L
Grease and Oils 00552 mg/L
Cu - Copper 01042
mg/L
ORGANICS: (by GC, GC/MS, HPLC)
Phenol 32730 ug/L
Fe - Iron 01045
ug/L
(Specify test and method #. ATTACH LAB REPORT.)
Sulfate 00945 mg/L
Hg - Mercury 71900
ug/L
Lab Report Attached? ❑ Yes (1) ❑ No (0)
Specific Conductance 00095 µMhos
K - Potassium 00937
mg/L
VOC 7673 method #
Total Ammonia 00610 <0.500 mg/L
Mg - Magnesium 00927
mg1L
method #
(Ammonia Nitrogen; NH3asN; Ammonia Nitrogen, Total)
Mn - Manganese 01055
ug/L
, method #
TKN as N 00625 mg/L
Ni - Nickel 01067
ug/L
method #
ror memeatanon Systems umy (Attach Lau Keports): Intluent Total VOCs: mg/L Effluent Total VOCs: mg1L VOC Removal%
David Mohr- Chief Operations Officer
Permittee (or Authorized Agent) Name and Title - Please print or type
GW-59
Rev. 06-07-2018
SUBMIT FORM ON YELLOW PAPER nNl Y
GROUNDWATER QUALITY MONITORING:
COMPLIANCE REPORT FORM
LITY INFORMATION Please Print CteariyorType
ty Name: Swansboro WRF/ Wastewater Treatment and Reclaimed Water Utilization System
it Name (if different): Onslow Water & Sewer Authority
ty Address: 199 Williams Rd
nsboro "' NC 28584 County Onslow
ict Person: Mark Young
Location/Site Name: Southside Basin 3
Telephone#: 910-937-7570
No. of wells to be sampled: 3
?RMIT Number: Expiration Date: 10/31/2026
m-Discharge WQ0023261 UIC
'DES Other
'PE OF PERMITTED OPERATION BEING MONITORED
❑ Lagoon ❑ Remediation: Infiltration Gallery
❑ Spray Field ❑ Remediation:
❑ Rotary Distributor ❑ Land Application of Sludge
❑ Water Source Heat Pump ❑ Other: High Rate Infiltration
WELL ID NUMBER (from Permit): Monitoring Well 3 Date sample collected: 11/8/2022
Well Depth: 20 ft. Well Diameter: 2 in.
Depth to Water Level 82546: 10.0' ft. below measuring point Screened Interval: 5 ft. to 20 ft.
Measuring Point is 3 ft. above land surface Relative M.P. Elevation: ft.
Volume of water pumped/bailed before sampling: 5 gallons
Samples for metals were collected unfiltered: ❑ YES El NO and field acidified: ❑ YES El NO
FIELD ANALYSES-
pH 00400: 5.76 units Temp. 00010: 21.0 oC
Spec. Cond. 00094: µMhos
Odor 000as: none
Appearance Tan
WAS
DRY at
time of
sampling,
checkk
here
LABORATORY INFORMATION
Date sample analyzed: 1116lig
Laboratory Name: ONWASAI Envirochem
Certification No. 539/94
PARAMETERS NOTE: Valdes should
refl ct dissolved and colloidal concentrations.
COD 00335
mg/L
Nitrite (NO2) as N 00615
mg/L
Pb - Lead 01051 ug/L
Coliform: MF Fecal 31616 <2.50
/100ml-
Nitrate (NO3) as N 00620 0.250
mg/L
Zn - Zinc 01092 mg/L
Coliform: MF Total 31504
/100mL
Phosphorus: Total as P 00665 0.388
mg/L
(Note: Use MPN method for highly turbid
samples)
Orthophosphate 70507
mg/L
Other (Specify Compounds and Concentration Units):
issolved Solids:Total 70300 165
mg/L
Al - Aluminum oil o5
mg/L
pH (Lab) 00403 5.76
units
Be - Barium 01007
ug/L
TOC oo68o 7.22
mg/L
Ca - Calcium 00916
mg/L
Chloride oos4o 43.6
mg/L
Cd - Cadmium olo27
ug/L
Arsenic 01002
ug/L
Chromium: Total 01o34
ug/L
Grease and Oils 00552
mg/L
Cu - Copper o1o42
mg/L
ORGANICS: (by GC, GC/MS, HPLC)
Phenol 32730
ug/L
Fe - Iron 01045
ug/L
(Specify test and method #. ATTACH LAB REPORT.)
Sulfate 00945
mg/L
Hg - Mercury 71900
ug/L
Lab Report Attached? IM Yes (1) ❑ No (0)
Specific Conductance 00095
µMhos
K - Potassium 00937
mg/L
VOC 7873 method #
Total Ammonia 00610 <0.500
mg/L
Mg - Magnesium 00927
mg/L
method #
(Ammonia Nitrogen; NH, as N; Ammonia Nitrogen, Total)
Mn _Manganese 01055
U /(_
9
method #
TKN as N 00625
mg/L
Ni - Nickel 01067
ug/L
method #
r — r..urcurauvn Qystt:ms %jmy Imuacn Lao Kepor S): innuent i otai vut;s: mg/L Effluent Total VOCs: mg/L VOC Removal%
David Mohr - Chief Operations Officer
Permittee (or Authorized Agent) Name and Title - Please print or type Signature of Permittee (or Authorized Agent) (Da
GW-59 Rev.06-07-2018
N
Swansboro WRF Project: Swan Compliance Triennial November
199 Williams Road Project Number: Reported:
Swansboro, NC 28584 Project Manager: Mark Young 12/06/2022 15:40
Sample Results
Sample: Swan Effluent Composite S224505-01 (WW) 11/08/2022 07:30
001
Reporting Date Analyst
Analyte Result Qual Limit Units Analyzed Initials Method
Biological Oxygen Demand <2.00 2.00 mg/L 11/14/2022 DMN SM 5210 8
Lmonae
74.2
5.00
mg/L
11/10/2022
DMN
SM 4500 CLDE-E
Chlorine
<0.0500
010500
mg/L
11/0812022
MY
SM 4500 Cl G
Temperature
3.40
0.00
deg C
11/08/2022
MY
SM 2550 B
ConductivitV
698
us/cm
11IP8/2022
DMN
SM 2510 B
Alkalinity, CaCO3
120
mg/L
11/08/2022
DMN
EPA 310.1
Ammonla-N
<0.500
0, , Soo
mg/L
11/09/2022
DMK
EPA 35011
Nitrate
28.2
0.250
mg/L
11/08/2022
DMK
EPA 353.2
Nitrate+Nitrite-Nitrogen
28.7
0,250
mg/L
11/08/2022
DMK
EPA 353.2
Total Phosphorus
4.47
0.150
mg/L
11/10/2022
DMK
EPA 365.1
Total Dissolved Solids
480
2.50
mg/L
11/09/2022
DMN
SM 2540 C
Total Kjeldahl Nitrogen
<3.00
3.00
mg/L
11110/2022
DMN
Hach 1 1 0242
Total Nitrogen
28.7
3,25
mg/L
11/10/2022
DMN
(CALCI
Total Suspended Solids
<2.50
2.50
mg/L
11/08/2022
DMN
SM 2540 D
Sample: Swan Effluent Grab S224505-02(WW) 11/08/202207:32
001
Reporting Date Analyst
Analyte Result Qual Limit Units Analyzed Initials Method
Fecal Collform < 1,00 1,00 M,PN/100ml 11/09/2022 DMN Colilert 9223 8
Lmorme U.0800 0.0500 mg/L 11/08/2022 MY SM 4500 Cl G
Temperature 22.6 0.00 deg C 11/08/2022 MY SM 2550 B
Sample: Swan MW1 S224505-03(WW) 11/08/202209:02
Reporting Date Analyst
Analyte Result Qual Limit Units Analyzed Initials Method
Chloride
47.7
5.00
mg/L
11/10/2022
DMN
SM 4S00 CLDE-E
Fecal Collform
<10.0
10.0
#/loom[
11/09/2022
DMN
SM 9222 D (MF)
Color
YES Cloudy
1.00
NA
11/08/2022
MY
Field Mtcl
Field Depth
10.0
Ft
11/08/2022
MY
Field Mtcl
PH
5.88
0.100
PH Units
11/08/2022
MY
SM 4500 H B
Odor
NO
1.00
NA
11/08/2022
MY
Field Mtd
Temperature
21.9
0.00
deg C
11/08/2022
MY
SM 2550 B
Ammonia-N
<0,500
0.500
mg/L
11/09/2022
DMK
EPA 350,1
Nitrate
<0.250
0.250
mg/L
11/08/2022
DMK
EPA 353.2
Total Phosphorus
0.180
01150
mg/L
11/10/2022
2
DMK
EPA 365.1
Total Dissolved Solids
238
2.50
mg/L
11/09/2022
DMN
SM 2540 C
Total Organic Carbon
14.0
0.500
mg/L
11/09/2022
DMN
SM 5310 C
The content; of this report apply to the sample(s) analyzed in accordance with the chain of custody document
No duplication of this report Is allowed, except in &entrrety. Page 2 of 11
Swansboro WRF Project: Swan Compliance Triennial November
199 Williams Road Project Number: Reported:
Swansboro, NC 28584 Project Manager: Mark Young 12/06/2022 15:40
Sample Results
(Continued)
Sample: Swan MW 2 S224505-04 (WW) 11/08/2022 09:38
Reporting Date Analyst
Analyte Result Qual Limit Units Analyzed Initials Method
Chloride
58.0
5.00
mg/L
11/10/2022
DMN
SM 4500 CLDE-E
Fecal Coliform
<10.0
10.0
#/100mi
11/09/2022
DMN
SM 9222 D (MF)
Color
YES Cloudy
1.00
NA
11/08/2022
MY
Field Mtd
Field Depth
10,0
Ft
11108/2022
MY
Field Mtd
pH
6.85
0.100
pH Units
11/08/2022
MY
SM 4500 H B
Odor
NO
1.00
NA
11/08/2022
MY
Field Mtd'
Temperature
22.3
0.00
deg C
11/08/2022
MY
SM 2550 B
Ammonia-N
<0.500
0.500
mg/L
11/09/2022
DMK
EPA 350A
Nitrate
2.68
0.250
mg/L
11/08/2022
DMK
EPA 353.2
Total Phosphorus
0,174
0.150
mg/L
11/10/2022
DMK
EPA 365.1
Total Dissolved Solids
479
2.50
mg/L
11/09/2022
DMN
SM 2540 C
Total Organic Carbon
10.0
0.500
mg/L
11/09/2022
DMN
SM 5310 C
Sample: Swan MW 3 S224505-05 (WW) 11/08/2022 10:20
Reporting Date Analyst
Analyte Result Qual Limit Units Analyzed Initials Method
Chloride
43.6
5.00
mg/L
11/10/2022
DMN
SM 4500 CLDE-E
Fecal Coliform
<2.50
2.50
#/100ml
11/09/2022
DMN
SM 9222 p (MF)
Color
YES Cloudy
1.00
NA
11/08/2022
MY
Field Mtd
Field Depth
10.0
Ft
11/08/2022
MY
Field Mtd
PH
5.76
0.100
pH Units
11/08/2022
MY
SM 4500 H B
Odor
NO
1.00
NA
11/08/2022
MY
Field Mtd
Temperature
21.0
0.00
deg C
11/08/2022
MY
SM 2550 B
Ammonia-N
<0.500
0.500
`, mg/L
11/09/2022
DMK
EPA 350.1"
Nitrate
0.250
0.250
mg/L
11/08/2022
DMK
EPA 353.2
Total Phosphorus
0.388
0.150
mg/L
11/10/2022
DMK
EPA 365.1'
Total Dissolved Solids
165
2.50
mg/L
11/09/2022
DMN
SM 2540 C
Total Organic Carbon
7.22
0.500
mg/L
11/09/2022
DMN
SM 5310 C
fie contents of this report apply to the samples) analyzed in accordance widr the chain of custody document.
No duplication of this report is allowed, except in its entirety. Page 3 of 11
3wansboro WRF Project: Swan Compliance Triennial November
L99 Williams Road Project Number: Reported:
iwansboro, NC 28584 Project Manager: Mark Young 12/06/2022 15:40
Sample Results
(Continued)
Sample: Swan SW 1 S224505-06 (WW) 11/08/2022 09:20
Reporting Date Analyst
Analyte Result Qual Limit Units Analyzed Initials Method
Chloride
117
5.00
mg/L
11/10/2022
DMN
SM 4500 CLDE-E
Fecal Coliform
65.0
2.50
#/100ml
11/09/2022
DMN
SM 9222 D '
PH
7.21
0.100
pH Units
11/08/2022
MY
SM 4500 H B
Temperature
21.3
0.00
deg C
11/08/2022
MY
SM 2550'B
Ammonia-N
<0.500
0.500
mg/L
11/09/2022
DMK
EPA 350.1
Nitrate
10.4
0.250
, mg/L
11/08/2022
DMK
- EPA 353.2
Total Phosphorus
2.15
0.150
mg/L
11/10/2022
DMK
EPA 365.1
Total Dissolved Solids
476
2.50
mg/L
11/09/2022
DMN
SM 2540'C
Total organic Carbon
5.88
0.500
mg/L
11/09/2022
DMN
SM 5310 C
Sample Results
Data Analyzed by: Environmental Chemists, Inc.
The contents of this report apply to the sample(s) analged in accordance with the chaln of custody document.
No duplication of this report is allowed, except in its entirety. Page 4 of 11
N
Swansboro WRIF Project: Swan Compliance Triennial November
199 Williams Road Project Number: Reported:
Swansboro, NC 28584 Project Manager: Mark Young 12/06/2022 15:40
Sample Results
(Continued)
Data Analyzed by: Environmental Chemists, Inc.
Sample: Swan MW 1 S224SOS-03 (WW) 11/08/2022 09:02
Reporting Date Analyst
Analyte Result Qual Limit Units Analyzed Initials Method
1,1,1,2-Tetrachloroethane < 0.5 0.5 pg/L 11/11/2022 SM 6200 C
1,1,1- FrIchloroethane
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
1,1,2,2-Tetrachloroethane
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
1,1,2-Trichloroethane
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
I,I-Dichloroethane
< 0.5
015
pg/L
11/11/2022
SM 6200 , C
1,1-Dichloroethene
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
1,1-Dichloropropene
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
1,2,3-Trichlorobenzene
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
1,2,3-Trichloropropane, HAA IS
< O's
0.5
pg/L
11/11/2022
SM 62001C
1,2,4-Trichlorobenzene
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
1,2,4-Trimethylbenzene
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
1,2-Dibromo-3-chloropropane (DBCP)
< 0.5
0.5
pg/L
11/11/2022
SM 1 6200 C
1,2-Dibromoethane
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
1,2-Dichlorobenzene
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
1,2-Dichloroethane
< 0.5
015
pg/L
11/11/2022
SM 6200 C
1,2-Dichloropropane
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
1,3,5-Trimethylbenzene
< 0.5
0.5
pg/L
11/11/2022
SM, 6200 C
1,3-Dichlarobenzene
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
1,3-Dichloropropane
< 0.5
0.5
pg/L
11/11/2022
SM 61200, C
1,4-Dichlorobenzene
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
2,2-Dichloropropane
< 0.5
015
pg/L
11/11/2022
SM 6200 C
2-Chlorotoluene
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
4-Chlorotoluene
< 0.5
0,5
pg/L
11/11/2022
SM 6200 C
Benzene
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
Bromobenzene
< O's
015
pg/L
11/11/2022
SM 6200 C
Bromochloromethane
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
Bromodlchloromethane
< 0.5
015
pg/L
11/11/2022
SM 6200 C
Bromoform
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
Bromomethane
< 0.5
015
pg/L
11/11/2022
SM 6 1 200 C
Carbon Tetrachloride
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
Chlorobenzene
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
Chloroethane
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
Chlorothrm
< 0.5
015
pg/L
11/11/20212
SM 6200, C
Chloromethare
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
cis-1,2-Dichloroethene
< 0,5
0.5
pg/L
11/11/2022
SM 6200 C
cis- 1,3-Dichloropropene
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
Dibromochloromethane
< 0.5
015
pg/L
11/11/2022
SM 6200 C
Dibromomethane
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
Dichlorodifluoromethane
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
Ethylbenzene
< 0.5
O.S
pg/L
11/11/2022
SM 6200 C
Hexachlorobutadlene
< 0.5
015
pg/L
11/11/2022
SM 6200 C
Isopropylbenzene
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
M+P Xylene
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
Methylene chloride
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
The contents of dais report apply to the sample(s) analyzed in accordance with the ctialn of custody document
No duplication of this report is allowed, except in its entirety. Page S of 11
N
Swansboro WRF Project: Swan Compliance Triennial November
199 Williams Road Project Number: Reported:
Swansboro, NC 2.8584 Project Manager: Mark Young 12/06/2022 15:40
Sample Results
(Continued)
Data Analyzed by: Environmental Chemists, Inc.
Sample: Swan MW I (Continued) S224505-03 (WW) 11/08/2022 09:02
Reporting Date Analyst
Analyte Result Qual Limit Units Analyzed Initials Method
Naohthalene , n C
n-Butylbenzene
-
0.5
—
Hvi
AA11'/'Vz4
Z$m ozuv �-
<
0.5
pg/L
11/11/2022
SM 6200 C
n-Propylbenzene
< 0.5
015
pg/L
11/11/2022
SM 6200 C
ortho-Xylene
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
p-Isopropyltoluene
< 0.5
0.5
119/1-
11/11/2022
SM 6200'C
sec-Butylbenzene
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
Styrene
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
tert-Butyl benzene
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
Tetrachloroethene
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
Toluene
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
trans-1,2-Dichloroethene
< 0.5
015
pg/L
11/11/2022
SM 6200 C
trans-1,3-Dichloropropene
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
Trichloroethene
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
Trichlorofluoromethane
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
Vinyl Chloride
< 0.5
015
pg/L
11/11/2022
SM 6200'C
The content of this report apply to the sample(s) analyzed in accordance with the chain of custody document
No duplication of this report Is allowed except In Its entirety. Page 6 of 11
N
Swansboro WRF Project: Swan Compliance Triennial November
199 Williams Road Project Number: Reported:
Swansboro, NC 28584 Project Manager: Mark Young 12/06/2022 15:40
Sample Results
(Continued)
Data Analyzed by: Environmental Chemists, Inc.
Sample: Swan MW 3 S224505-05 (WW) 11/08/2022 10:20
Reporting Date Analyst
Analyte Result Qual Limit Units Analyzed Initials Method
i,i,i.,z-ietracnioroetriane
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
1, 1, I-Trichloroethane
< 0.5
015
pg/L
11/11/2022
SM 6200 C
1,1,2,2-TetrachlorDethane
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
1,1,2-Trichloroethane
< 0.5
O's
pg/L
11/11/2022
SM 6200 C
1,1-Dichloroethane
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
I,I-Dichloroethene
< O's
0.5
pg/L
11/11/2022
SM 6200 C
1,1-Dichloropropene
< 0.5
0.5
pg/L
11/11/2022
SM 62 1 00 C
1,2,3-Trichlorobenzene
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
1,2,3-Trichloropropane, HAA IS
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
1,2,4-Trichlorobenzene
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
1,2,4-Tri methyl benzene
< 0.5
0.5
pg/L
11/11/2022
SM 1 620 1 0 C
1,2-Dibromo-3-chloropropane (DBCP)
< 0.5
0.5
pg/L
11/11/2022
SM 6200'C
1,2-Dibromoethane
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
1,2-Dichlorobenzene
< O's
015
pg/L
11/11/2022
SM 6200 C
1,2-Dichloroethane
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
1,2-Dlchloropropane
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
1,3,5-Trimethylbenzene
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
1,3-Dichlorobenzene
< O's
0.5
pg/L
11/11/2022
SM 6200 C,
1,3-Dichloropropane
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
1,4-Dichlorobenzene
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
2,2-Dichloropropane
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
2-Chlorotoluene
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
4-Chlorotoluene
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
Benzene
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
Bromobenzene
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
Bromochloromethane
< O's
0.5
pg/L
11/11/2022
SM 6200 C
Bromodichloromethane
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
Bromofbrm
< 0.5
015
pg/L
11/11/2022
SM 6200 C
Bromomethane
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
Carbon Tetrachloride
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
Chlorobenzene
< 0.5
0.5
pg/L
11111/2022
SM 6200 C
Chloroethane
< 0.5
O's
pg/L
11/11/2022
SM 6200 C
Chloroform
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
Chloromethane
< 0.5
015
pg/L
11/11/2022
SM 6200 C
cis- 1,2-Dichloroethene
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
cis-1,3-Dichloropropene
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
Dibromochloromethane
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
Dibromomethane
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
Dichlorodifluoromethane
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
Ethylbenzene
< O;5
0.5
pg/L
11/11/2022
SM 6200 C
Hexachlorobutadiene
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
Isopropylbenzene
< Ow5
0.5
pg/L
11/11/2022
SM 6200 C
M+P Xylene
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
Methylene chloride
< 0,5
0.5
pg/L
11/11/2022
SM 6200 C
The contents of Hits report apply to the sample(s) analyzed In accordance with the clialn of custody document
No duallcation Ofthis report Is allowed except in & endrely. Page 7 of 11
Swansboro WRF Project: Swan Compliance Triennial November
199 Williams Road Project Number: Reported:
Swansboro, NC 28584 Project Manager: Mark Young 12/06/2022 15:40
Sample Results
(Continued)
Data Analyzed by: Environmental Chemists, Inc.
Sample: Swan MW 3 (Continued) S224505-05 (WW) 11/08/2022 10:20
Reporting Date Analyst
Analyte Result qual Limit Units Analyzed Initials Method
vdPrnndiene
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
n-Butylbenzene
< 0,5
0.5
pg/L
11/11/2022
SM 6200 C
n-Propylbenzene
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
ortho-Xylene
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
p-Isopropyltoluene
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
sec-Butylbenzene
< 05
0.5
pg/L
11/11/2022
SM 6200 C
Styrene
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
tert-Butylbenzene
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
Tetrachloroethene
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
Toluene'
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C "
trans-1,2-Dichloroethene
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
trans-113-Dichloropropene
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
Trichloroethene
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
Trichlorofluoromethane
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
Vinyl Chloride
< 0.5
0.5
pg/L
11/11/2022
SM 6200 C
The contents of this reportapply to the sample(s)analyzed in acoomancL with the chain of custody document.
No duplication of this report is allowed, except in its entirety. Page 8 of 11
Swansboro WRF Project: Swan Compliance Triennial November
199 Williams Road Project Number: Reported;
Swansboro, NC 28584 Project Manager: Mark Young 12/06/2022 15:40
Notes and Definitions
Item _ _ Definition
C Total residual chlorine was present in sample upon receipt in the laboratory; value is estimated. Applies to BOD, NH3, TKN,
and coliform.
Cloudy Cloudy, apparent color of MW matrix at collection.
Dry Sample results reported on a dry weight basis.
ND Analyte NOT DETECTED at or above the reporting limit.
RPD Relative Percent Difference
%REC Percent Recovery
Source Sample that was matrix spiked or duplicated.
The contents of this report apply to the sample(s) analged in accordance with the chain of custody document.
Noduplicaton of this report is allowed, except initsentreoy Page 9 of 11
ON WASA Laboratory
ONWASA228 Georgetown Road
Jacksonville, North Carolina 28540
CHAIN OF CUSTODY
Pagl 1 of 1
Phone: (910) 389-8511 C06Number
Fax: (910) 455-5607 Lab Work Order Number
S224505
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Project Number
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199 Williams Road
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PO Number
Swansboro
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Receive Temp: ( =C pH:
Matrix Codes:
Indicates Field Test Analysis
Intials:
rrescrv. woes. n=t.00i boegC,O=cool 6 degC IIZS04 a2 PN,C=0.0008% 14a25203,6=Coal G deg C-1:1 RCI
Cant. Codes G*PTFE 40 ml. MW VOC,G*PTfE 40 mt. TOC,P=12051erlle Na25203,P-21. Nalgsne,P=P 250 mI,P=P 250.II
Onslow Water & Sewer Authority Date of Report: Nov 25, 2022
228 Georgetown Road Customer PO ##:
Jacksonville NC 28540 Customer ID: 08100092
Attention: Report ##: 2022-22453
Project ID: Swansboro WRF
Lab ID Sample ID: Collect Date/Time Matrix Sampled by
22-55061 Site: MW-1 11/8/2022 9:02 AM Water Mark Young
Test Method Results Date Analyzed
1, 1, 1,2-Tetrachloroethane
SW 846 Method 8260D15030B
<0.5 pg/L
11/11/2022
1,1,1-Trichloroethane
SW 846 Method 8260D/50308
<0.5 pg/L
11/11/2022
1,1,2,2-Tetrachloroethane
SW 846 Method 8260D/5030B
<0.5 pg/L
11/11/2022
1,1,2-Trichloroethane
SW 846 Method 8260D/5030B
<0.5 pg/L
11 /11/2022
1, 1 -Dichloroethane
SW 846 Method 8260D/50308
<0.5 pg/L
11/11/2022
1, 1 -Dichloroethene
SW 846 Method82600/5030B
<0.5pg/L
11/11/2022
1,1-Dichloropropane
SW 846 Method 8260D/50308
<0.5 pg/L
11/11/2022
1,2,3-Trichlorobenzene
SW 846 Method8260D/50308
<0.5pg/L
11/11/2022
1,2,3-Trichloropropane
SW 846 Method 8260D/5030B
<0.5 pg/L
11/11/2022
1,2,4-Trichlorobenzene
SW 846 Method8260D/5030B
<0.5 pg/L
11/11/2022
1,2,4-Trimethylbenzene
SW 846 Method 826OD150308
<0.5 pg/L
11/11/2022
1,2-Dibromo-3-Chloropropane
SW 846 Method 8260D/5030B
<0.5 pg/L
11/11/2022
1,2-Dibromoethane
SW 846 Method82600/5030B
<0.5pg/L
11/11/2022
1,2-Dichlorobenzene
SW 846 Method 8260D/5030B
<0.5 pg/L
11/11/2022
1,2-Dichloroethane
SW 846 Method 8260D/5030B
<0.5 pg/L
11/11/2022
1,2-Dichloropropane
SW 846 Method 8260D/5030B
<0.5 pg/L
11/11/2022
1,3,5-Trimethylbenzene
SW 846 Method 8260D/5030B
<0.5pg/L
11/11/2022
1,3-Dichlorobenzene
SW 846 Method 8260D/5030B
<0.5 pg/L
11/11/2022
1,3-Dichloropropane
SW 846 Method 8260D/5030B
<0.5 pg/L
11/11/2022
1,4-Dichlorobenzene
SW 846 Method 8260D/5030B
<0.5 pg/L
11/11/2022
2,2-Dichloropropane
SW 646 Method 826oD/5030B
<0.5 pg/L
11/11/2022
2-Chlorotoluene
SW 846 Method 82600/5030B
<0.5 pg/L
11/11/2022
4-Chlorotoluene
SW 846 Method 8260D/50308
<0.5 pg/L
11/11/2022
Benzene
SW 846 Method 8260D/5030B
<0.5 pg/L
11/11/2022
Bromobenzene
SW 846 Method 6260D/5030B
<0.5 pg/L
11/11/2022
Bromochloromethane
SW 846 Method 8260D15030B
<0.5 pg/L
11/11/2022
Report#:: 2022-22453
Pagel ot6
ANALYTICAL & CONSULTING CHEMISTS
Environmental
Chemists,
6602 Windmill Way, Wilmington, NC 28405 " 910.392.0223 Lab * 910.392.4424 Fax
710 Bowsertown Road, Manteo, NC 27954 0 252.473.5702 Lab/Fax
255-A Wilmington Highway, Jacksonville, NC 28540 "" 910.347.5843 Lab/Fax
it7fo{ti?environrnentalcheniists.com
Onslow Water & Sewer Authority
Date of Report: Nov 25, 2022
228 Georgetown Road
Customer PO #:
Jacksonville NC
28540
Customer ID: 08100092
Attention:
Report #: 2022-22453
Project ID: Swansbora WRF
Bromodichloromethane
SW 846 Method 826OD15030B
<0.5 pg/L
11/11/2022
Bromoform
SW 846 Method 8260D/5030B
<0.5 pg/L
11/11/2022
Bromomethane
SW 846 Method 8260D/5030B
<0.5 pg/L
11/11/2022
Carbon tetrachloride
SW 846 Method 8260D15030B
<0.5 pg/L
11/11/2022
Chlorobenzene
SW 846 Method 8260D/5030B
<0.5 pg/L
11/11/2022
Chloroethane
SW 846 Method 8260D/5030B
<0.5 pg/L
11/11/2022
Chloroform
SW 846 Method 8260D/5030B
<0.5 pg/L
11/11/2022
Chloromethane
SW 846 Method 8260D/5030B
<0.5 pg/L
11/11/2022
cis-1,2-Dichloroethene
SW 846 Method 8260D/5030B
<0.5pg/L
11/11/2022
cis-1,3-Dichloropropene
SW 846 Method 8260D/5030B
<0.5 pg/L
11/11/2022
Dibromochloromethane
SW 846 Method 8260D/5030B
<0.5 pg/L
11/11/2022
Dibromomethane
SW 846 Method 8260D/5030B
<0.5 pg/L
11/11/2022
Dichlorodifluoromethane
SW 846 Method 82600/5030B
<0.5 pg/L
11/11/2022
Ethylbenzene
SW 846 Method 6260D15030B
<0.5 pg/L
11/11/2022
Hexachlorobutadiene
SW 846 Method 8260D/5030B
<0.5 pg/L
11/11/2022
Isopropyl benzene
SW 846 Method 8260D/5030B
<0.5 pg/L
11/11/2022
M+P Xylene
SW 846 Method 82BOD/5030B
<1.0 pg/L
11/11/2022
Methylene chloride
SW 846 Method 82600/5030B
<0.5 pg/L
11/11/2022
Naphthalene
SW 646 Method 8260D15030B
<0.5 pg/L
11/11/2022
n-Butylbenzene
SW 846 Method 826OD/5030B
<0.5 pg/L
11/11/2022
n-Propylbenzene
SW 646 Method 826OD/5030B
<0.5 pg/L
11/11/2022
ortho-Xylene
SW 846 Method 6260D15030B
<0.5 pg/L
11/11/2022
p-Isopropyltoluene
SW 646 Method 8260D/5030B
<0.5 pg/L
11/11/2022
sec-Butylbenzene
SW 846 Method 8260D/5030B
<0.5 pg/L
11/11/2022
Styrene
SW 846 Method 8260D/5030B
<0.5 pg/L
11/11/2022
tert-Butyl benzene
SW 846 Method 8260D/50308
<0.5 pg/L
11/11/2022
Tetrachloroethene
SW 846 Method 8260D/5030B
<0.5 pg/L
11/11/2022
Toluene
SW 846 Method 8260D/5030B
<0.5 pg/L
11/11/2022
Trans-1,2-Dichloroethene
SW 846 Method 6260D15030B
<0.5 pg/L
11/11/2022
Trans- 1,3-dichloropropene
SW 846 Method 8260D15030B
<0,5 pg/L
11/11/2022
Report #:, 2022-22453
Page 2 of 6
Onshom/Water & Sewer Authority Date of Report: Nov25. 2022
228Georgetown Road Customer PO#:
Jacksonville NC 28540 Customer ID: 08100092
Attention: Report#: 2022-22453
Project ID: SvvansboroVVRF
Trichlorofluorornethane mwmmMethod o260oMOn0B
Vinyl chloride mwwmMethod «2600eo30u <0.5pg/L 11M1/2022
ANALYTICAL & CONSULTING CHEMISTS
����"�i������������� Chemists, ������ �����U������s, Inc.
6602Windmill Way, Wilmington, NC28405 ° 910.392.0223Lub ^ 910392.44249ox
rl0DonuczmwnRoad, Mnnteo'NC27954 ° 252.473.5702Lnh/Fux
255'/\Wilmington Highway, Jacksonville, NC2854O ° 910.347.5843La6/Fh^
��(('i-!cnvimumo mlchemismcom
Onslom/Water & Sewer Authority
Date of Report: Nov 25.2U22
228Georgetown Rood
Customer PO#:
Jacksonville NC
28540
Customer ID: 08100092
Attention:
Repunt#: 2022'22453
Project ID: SwonuboroVVRF
Lab ID Sample ID:
Collect Date[Time Matrix Sampled by
22-56063 Site: MN-3
11/8/2022
10:20AK4 Water Mark Young
Test
Method
Results
Date Analyzed
1.1.1.2-Tetrech|onoothane
awo4aMethod ne»»m»na»o
<0.5pQ/L
11/11/2022
1.1`1-Trich|onoeihanm
mw84nMethod axs»om»a»o
<0.5pg/L
11/11/2022
1.1.2.2-Tetnach|oroethone
mw»^mMethod om»noou»o
^0.5pQ/L
11/11/2022
1.1.2-Thch|nroedhane
mwo4sMethod ouenomn3oe
<0.5pg/L
11/11/3022
1.1'Diohloroathana
mw/wsMethod e000umosua
<0.5pg/L
11/11/2022
1.1'Dimh|onoothane
mw»^uMethod 826«om030u
<0.5pg/L
11/11/2022
1.1-Dich|oropropena
mw»4sMethod nos»mo»»«a
<0.5pg/L
11/11/2022
1.2.3-Trich|onobonzena
mmmmMethod msuoono»o
<0.5pg/L
11/11/2022
1.2.3-Trich|ovopnopane
owo4sMethod no»»ms»»»a
<0.5pg/L
11/11/2022
1.2.4'Trioh|onobenzene
owo«sMethod nu««omoa»o
<0.5pQ/L
11/11%2022
1.2.4-Trimethy/benzene
mwo4«Method uusom»»»»o
<0.5pO/L
11/11/2022
1.2'Dibnomo-3'Ch|oropnopane
owo^uMethod uuoomm»»»o
<0.5pg/L
11/11/2022
1.2'Dib»omoethana
a»«8weMethod »uanomo«oa
<0.5pg/L
11/11/2022
1.2-Oich|orobenzene
awn4sMethod aus»osox»o
=0.5pg/L
11/11/2022
1.2-Dioh|oroethane
own4eMethod oue»msoa»o
<0.5pg/L
11/11/2022
1.2'Oioh|onupropana
o«»o4»Method uneoms»a»o
<0.5pg/L
11/11/2022
1.3.5-Trimethy/benzene
ow«4»Method «oa»msoo»a
<0.5pg/L
11/11/2022
1.3-Dich|orobenzene
aw»4*Method aue»um»»oo
<0.5pg/L
11/11/2022
1.3'Dich|onopropone
sw«4aMethod »x»»oaoo»o
<0.5pO/L
11/11/2022
1.4-D/uh|orobenznne
a«»»4uMethod »co«o/oou»o
<0.5pg/L
11/11/2032
2.2-Diuh|nropnopane
mwn*oMethod ncnoo15»o»o
<0.5Ag/L
11/11/2022
2-Chlo'oho|uona
uw«4eMethod ouooms»«oa
<O.Spg/L
11/11/2032
4-Ch|orobm/uane
uw»4*Method »x««omo»oa
<0.5Ug/L
11/11/2022
Benzene
ow»4nMethod »:o»mo»»«o
«0.5pg/L
11/11/2022
8onmnbenzone
owu4nMethod »2s«oeon«o
<0.5pg/L
11/11/2022
Bromooh(ovomethone
»m/«4sMethod oouo»m»»on
xO.5pg/L
11/11/2022
Onslow Water & Sewer Authority
Date of Report: Nov 25, 2022
228 Georgetown Road
Customer PO #:
Jacksonville NC
28540
Customer ID: 08100092
Attention:
Report #: 2022-22453
Project ID: Swansboro WRF
Bromodichloromethane
SW 846 Method 8260D/5030B
<0.5 pg/L
11/11/2022
Bromoform
SW 846 Method 8260D/5030B
<0.5 pg/L
11/11/2022
Bromomethane
SW 646 Method 8260D/5030B
<0.5 pg/L
11/11/2022
Carbon tetrachloride
SW 846 Method 8260D15030B
<Q.5 pg/L
11/11/2022
Chlorobenzene
SW 846 Method 826OD15030B
<0.5 pg/L
11/11/2022
Chloroethane
SW 846 Method 8260D/50308
<0.5 pg/L
11/11/2022
Chloroform
SW 846 Method 8260DI50308
<0.5 pg/L
11/11/2022
Chloromethane
SW 846 Method 8260D/5030B
<0.5 pg/L
11/11/2022
cis-1,2-Dichloroethene
SW 646 Method 8260D/5030B
<0.5pg/L
11/11/2022
cis-1,3-Dichloropropene
SW 846 Method 8260D/50308
<0.5 pg/L
11/11/2022
Dibromochloromethane
SW 846 Method 8260D/5030B
<0.5 pg/L
11/11/2022
Dibromomethane
SW 846 Method 8260D/5030B
<0.5 pg/L
11/11/2022
Dichlorodifluoromethane
SW 846 Method 8260D/5030B
<0.5 pg/L
11/11/2022
Ethylbenzene
SW 846 Method 8260D/5030B
<0.5 pg/L
11/11/2022
Hexachlorobutadiene
SW 846 Method 8260D/5030B
<0.5 pg/L
11/11/2022
Isopropylbenzene
SW 846 Method 8260DIS030B
<0.5 pg/L
11/11/2022
M+P Xylene
SW 846 Method 826OD15030B
<1.0 pg/L
11/11/2022
Methylene chloride
SW 846 Method 8260D15030B
<0.5 pg/L
11/11/2022
Naphthalene
SW 846 Method 6260D15030B
<0.5 pg/L
11/11/2022
n-Butylbenzene
SW 846 Method 8260D/5030B
<0.5 pg/L
11/11/2022
n-Propylbenzene
SW 846 Method 8260D/5030B
<0.5 pg/L
11/11/2022
ortho-Xylene
SW 846 Method 8260D15030B
<0.5 pg/L
11/11/2022
p-Isopropyltoluene
SW 646 Method 8260D/5030B
<0.5 pg/L
11/11/2022
sec-Butylbenzene
SW 846 Method 8260D/5030B
<0.5 pg/L
11/11/2022
Styrene
SW 846 Method 82600/5030B
<0.5 pg/L
11/11/2022
tert-Butyl benzene
SW 846 Method 8260D/5030B
<0.5 pg/L
11/1112022
Tetrachloroethene
SW 846 Method 8260D/5030B
<0.5 pg/L
11/11/2022
Toluene
SW 846 Method 8260D/5030B
<0.5 pg/L
11/11/2022
Trans-1,2-Dichloroethene
SW 846 Method B260D/5030B
<0.5 pg/L
11/11/2022
Trans-1,3-dichloropropene
SW 846 Method 8260D/5030B
<0.5 pg/L
11/11/2022
Report file 2022-22453
Page 5 of 6
Omskw Water &Sewer Authority Date of Report: Nov 25.2O22
228 Road
~.~.�.~.~. Customer PD#:
Jacksonville NC 28540 Customer ID: 08100092
Attention'
� Repmrt#: 2022-22453
Project ID: SvvanoboroVVRF
TrichloroUuoromethane
Vinyl chloride
Comment
mwwoMethod mGOu/50mm
owwmMethod 826OD/5030B
<O5Ug/L
<U.5Uo/L
11/11/2022
11/11/7O?7
Page 6 of 6