WQ0010059_Renewal with Major Modification_20200611

Initial Review
INITIAL REVIEW
Reviewer
Thornburg, Nathaniel
Is this submittal an application?
(Excluding additional information.)*
r Yes r No
Is this a complete
application?*
Complete App Date
r Yes r No
06/11/2020
Project Number*
WQ0010059
Applicant/Permittee
City of Lenoir
Applicant/Permittee
1905 Broadland Road
Address
Is the owner in BIMS? Is the facility in BIMS?
r Yes r No r Yes r No
Owner Type Municipal
Facility Name City of Lenoir DCAR
County Caldwell
Fee Category Fee Amount
Minor 245
Signature Authority
Signature Authority Title
Signature Authority Email
Document Type (if
non -application)
Email Notifications
Does this need review by the hydrogeologist?*
r Yes r No
Regional Office
CO Reviewer

Admin Reviewer
Below list any additional email address that need notification about a new project.
Email Address
Comments to be added to email notification
Comments for Kendall
Comments for RO
Comments for Reviewer
Comments for Applicant

Submitted Form
Project Contact Information
Rease provide information on the person to be contacted by MB Staff regarding electronic subnittal, confirmation of receipt, and other issues.
........................................................................................................................................................................................................................................................................................................................................................................
Name * Elisa Triplett
Email Address*
[e-mail]
Project Information
Submittal Type* r New Permit Application
r Renewal
r Annual Report
r Other
Renewal with Major Modification
Permit Type * r Wastewater Irrigation
r Other Wastewater
r Closed -Loop Recycle
r Single -Family Residence
Wastewater Irrigation
Is a paper copy of the application being submitted?*
r Yes r Nor N/A
Permit Number WQ0010059
currently has project
Applicant\Permittee * City of Lenoir
Applicant/Permittee 1905 Broadland Road
Address*
Facility Name * City of Lenoir DCAR
Phone Number*
8287574462
r Modification (Major or Minor)
r Additional Information
r Residual Annual Report
r High -Rate Infiltration
r Reclaimed Water
r Residuals
r Other
Please provide comments/notes on your current submittal below.
The fee of $395 will be submitted along with the paper copy that is mailed
Please attach all information required or requested for this submittal to be review here.
Application Form Engineering Rans, Specifications, Calculations, Etc.)
2020 submitted Combined package for Biosolids
Permit Renewal (1).pdf
upload only 1 RDF docurrent. Nlaltiple docurrents must be corrbined into one RDF file.

For new and modification permit applications, a paper copy may be required. If you have any questions
about what is required, please contactthe reviewer or Tessa Monday. If a paper --polka*-ion is required,
be advised, applications accepted' far pre -review until both the paper and eIect-c-,i_ co1)ies nave been
received. The paper copy shall include the following:
o Application Form
o All relevant attachments (calcs, soils report, specs, etc.)
o One full-size engineering plan set
o One 11x17" engineering plan set
o One extra set of specifications
o Fee (if required)
MallinE address:
❑iuision of Water Resources1 Division of Water Resources
Non -Discharge Branch I Non -Discharge Branch
1617 Mail Service Center 1 Aft: Nathaniel Thornburg, 91° Floor, Cfice #942W
----------------------------------------------------------- -----------------------------------------
Raleih, NC 27699-1617 512 N. salisbury St.
Far questions or problems contact Tessa Monday [e-mail] or 919.707.3560.
* W By checking this box I acknowledge that I understand the application will not be accepted
for pre -review until the paper copy (if required) and fee (if required) have been received by
the Non -Discharge Branch. I also confirm that the uploaded document is a single PDF with
all parts of the application in correct order (as specified by the application).
Signature
f n0, f GC ff
Submission Date 5/22/2020

Items included in this package are:
1. DCAR 06-16 form and supporting data
2. Application fee
3. Cover letter
4. Program information
5. RSC 06-16 -Blowing Rock application for Residuals Source and supporting data

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
Division of Water Resources 15A NCAC 02T .1100 — DISTRIBUTION OF CLASS A RESIDUALS
FORM: DCAR 06-16
L APPLICANT INFORMATION:
1. Applicant's name: Lower Creek WWTP Biosolids Treatment Facility
Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership Privately -Owned Public Utility
❑ Federal ❑ State X❑ Municipal ❑ County
Signature authority's name per 15A NCAC 02T .0106: Elisa Triplett Title: Superintendent
Applicant's mailing address: PO Box 958
City: Lenoir State: NC Zip: 28645-qW
Telephone number: [phone] Email Address: lrtriplett&ci.lenoir.nc.us
2. Consultant's name: Jm License Number (for P.E.):
Affiliation: ❑ On Staff ❑ Retained (Firm: )
Consultant's mailing address:
City: State: Zip: -
Telephone number: (_) _- Email Address:
3. Fee submitted: (See Instruction B)
IL PERMIT INFORMATION:
1. Application is for (check all that apply): ❑ new, X❑modified, X❑renewed permit
2. If this application is being submitted to renew or modify an existing permit, provide the following:
Permit number: W0001059
Date of most -recently issued permit: August 31, 2015
Date of most -recently certified Attachment A (if different than the permit):
III. FACILITY INFORMATION:
1. Name of residuals processing facility: Lower Creek WWTP Biosolids Treatment Facility
City: Lenoir State: NC Zip: 28645
Coordinates: Latitude: 35' 52' 55" Longitude: -81' 34' 35"
Datum: Level of accuracy:
Method of measurement:
County where facility is located: Caldwell
2. Facility contact (person familiar with residuals preparation):
Name: Elisa Triplett Title: Superintendent
Mailing address: PO Box 958
City: Lenoir State: NC Zip: 28645-
Telephone number: [phone] E-mail address: lMjplettkci.lenoir.nc.us
FORM: DCAR 06-16 Page 1 of 3

3. Is the residual process facility also the generator? X❑ Yes; Ll No
If No, please specify delivery frequency and quantity of residual to be processed:
4. Length of residuals storage at facility: days (Note: the Division requires minimum 30 days storage in units that are
separate from treatment system, i.e. not in clarifiers, aeration basins, etc.)
IV. RESIDUALS QUALITY INFORMATION:
1. Specify how these residuals will be distributed:
❑ sold or given away in bags or other containers; ❑ lawn (bulk); ❑ home garden (bulk);
X❑ other (explain); Farm lands and field or hay
Note: Bulk residuals shall mean residuals that are transported and not sold or giving away in a bag or other receptacles with a
load capacity of one metric ton or less.
2. Complete the following if residuals are to be mixed with other materials:
Type of Materials Amounts to be added
per 1.0 dry ton of residuals (dry ton)
3. Approximate amounts of the residuals received and processed at the facility: 900 dry tons per year.
4. Approximate amounts of the final product (processed residuals) to be distributed: 900 dry tons per year.
5. Provide a description of the onsite storage management plan for the treated residuals (including estimated average and
maximum storage times prior to distribution): The processed sludge is stored in a 38' x 56.5 x 4' covered storage shed which
has a volume of 8,588 cubic feet of storage area. Under normal production rates there is approximately 700 dry tons
roduced_ where beak Droduction would be 900 dry tons. The sludge is currently being belt Dressed at 16 % solids which
would calculate to 2,566 cubic feet under normal production or 10 days storage, peak production would yield 3,304 cubic
feet of dewatered sludge or 8 days of storage. This dewatered sludge is hauled weekly to the landfill. Under the new thermal
dryer process the sludge will be belt press dewatered and dried to 92% which will produce under normal production 371
cubic feet Der week which would vield 69.5 days of storage_ and on Deak Droduction 470 cubic feet Droduced with 55 days of
storage.( See table 1:1 from McGill
6. Does the facility have a stormwater management plan? XTJ Yes; ❑ No
Explain whether the treatment and storage areas are under roof or how stormwater runoff will be handled: The runoff is piped
to the influent headworks of the plant
V. RESIDUALS SOURCE INFORMATION: (Required for all new, renewed, or modified residuals source)
Complete and submit the attached Residuals Source Certification and all associated documentation.
9
RSC 06-16.doc
FORM: DCAR 06-16 Page 2 of 3

Professional Engineer's Certification: (Application Involving New or Changes to Treatment or Storage Units)
attest that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I further attest that to the best of my knowledge
the proposed design has been prepared in accordance with the applicable regulations. Although certain portions of this submittal
package may have been developed by other professionals, inclusion of these materials under my signature and seal signifies that I
have reviewed this material and have judged it to be consistent with the proposed design.
North Carolina Professional Engineer's Seal, Signature, and Date:
Applicant's Certification:
The applicant or any affiliate has not been convicted of an environmental crime, has not abandoned a wastewater facility without
proper closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are compliant with
any active compliance schedule, and do not have any overdue annual fees under Rule 15A NCAC 02T .0105.
❑x Yes ❑ No, Explain;
I,
Elisa Triplett Wastewater Treatment Facility Superintendent
(Signature Authority's Name — PLEASE PRINT) (Title)
attest that this application for Lower Creek WWTP Biosolids Treatment Facility
(Facility Name)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that the Division of Water
Resources may not conduct a technical review of this program and approval does not constitute a variance to any rules or statutes
unless specifically granted in the permit. Further, any discharge of residuals to surface waters or the land will result in an immediate
enforcement action, which may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the
Division of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application
package will be returned to me as incomplete.
Note: In accordance with North Carolina General Statutes §143-215.6A and §143-215.613, any person who knowingly makes any
false statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor, which may include a fine
not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature.
Eu,s .rr plett Date: 5-22-2020
FORM: DCAR 06-16 Page 3 of 3

The $395 fee for a major modification for a permit renewal which was required because we are adding a
new Residuals Source will be included in the mailed package.

r Tr.,yg OtTY Op i
f�
pF I-E+yp i +may
x Ott THE HIGH COUNrRy�Ec
o
Lower Creek Wastewater Treatment
Public Utilities
PO Box 958
Lenoir, NC 28645
May 13, 2020
Ranveer Kaytal, Environmental Engineer
NC DEQ
Division of Water Resources
1617 Mail Service Center
Raleigh, NC 27699-1617
SUBJECT: City of Lenoir Biosolids Permit Renewal Request WQ0010059
Dear Mr. Katyal,
The City of Lenoir is requesting a permit renewal for the Distribution of Class A Residuals for
permit number WQ0010059.
I am submitting 1 copy of the permit renewal documents for your review. I have also
electronically submitted the report as well.
There are three (3) major sources of sludge that is contributed to the treatment facility:
City of Lenoir Lower Creek WWTP waste sludge (the biosolids process is located at this facility)
City of Lenoir Gunpowder Creek WWTP wasted sludge (sludge is hauled to Lower Creek
biosolids facility for treatment.)
City of Lenoir Lake Rhodhiss WTP (alum sludge is hauled to Lower Creek biosoids
treatment facility for treatment.)
All 3 major sources are introduced directly to the sludge holding tank at the Lower Creek
facility and mixed for treatment and dewatering.
We have also been receiving sludge from the Town of Blowing Rock, but this sludge previously
had been < than 2% solids and was introduced at the headworks of the treatment plant. We
have recently noticed a rise in sludge in our aeration basin and have decided we want to add

the Town of Blowing Rock sludge as a source. This would allow us to introduce the sludge
directly to the sludge holding tank rather than go through the treatment plant process. The
appropriate documentation and RSC 06-16 forms will be included with this permit renewal
application.
PLANT PROCESSES:
The City of Lenoir Lower Creek WWTP utilizes the Kruger A20 process (anaerobic-anoxic-oxic).
Which include 3 stages:
• Return sludge enters the first of three stages which is anaerobic treatment.
• Screened and de -gritted influent enters the second stage.
• The treatment continues into two (2) in -series anoxic basins,
• Two (2) in -parallel oxic (aeration basins) follow in which air is provided by centrifugal
blowers discharging into diffusers in the bottom of the basins. Mixing is provided in all
stages.
• This process is followed by two (2) in parallel clarifiers,
• chlorination/chlorine contact basin, and
• de -chlorination before being discharged into Lower Creek
Sludge produced at the Lower Creek WWTP is thickened by turning off the return sludge pump.
The thickened sludge is then pumped directly from the bottom of the clarifier to the sludge
holding tank which has a capacity of 565,000 gallons. The sludge at this time is not aerated but
mixed. The new construction has aerators being installed in the sludge holding tank. The
sludge that is hauled to the facility from Gunpowder Creek WWTP and Lake Rhodhiss WTP is
directly pumped to the sludge holding tank and is mixed with what is produced at this facility.
Sludge hauled from the Gunpowder Creek WWTP is wasted during the final SBR cycle into an
aerated digester/sludge holding tank at that plant. Sludge is allowed to settle with the air off,
and then thickened by supernating. The thickened sludge is hauled to the Lower Creek facility
via tanker truck for processing
The City of Lenoir Lake Rhodhiss WTP has sludge holding tanks to which sludge for the
sedimentation process (alum sludge) is discharged. This sludge is allowed to settle further and
thickened by supernating. The thickened sludge is hauled via tanker truck to the Lower Creek
facility for processing.
April of 2017 was the last time any lime stabilized biosolids product was land applied. We have
since then and are currently belt pressing all sludge and hauling to the landfill.
Construction has begun on a new gas dryer system that will dry the sludge to 90% which will
meet the pathogen reduction requirements of fecal coliform density, the time/temperature
requirement and Vector Attraction Reduction requirement by drying of stabilized residuals.

All leachate, wash -down water and belt press water will be returned to the headworks of the
plant.
Sludge analysis on the final product will be based on the 1,622 dry tons estimated by McGill and
Associates engineering firm which will require TCLP and metals testing quarterly.
Sincerely,
£14a., 7-1,01ett
[phone]
Elisa Triplett, WWTP Superintendent
IrtriDIettCEDci.Ienoir.nc.us

PROGRAM INFORMATION
The residuals will be distributed as bulk by City of Lenoir staff via spreader truck or
individuals hauling it themselves.The dried product will be land applied either by City of
Lenoir staff by way of City of Lenoir owned spreader truck, or individuals that will be
allowed to come to the facility and haul it themselves.
The City of Lenoir Biosolids staff are Jake Soots and Jonathan Whisnant. The two
individuals will be responsible for operating and maintaining the system.
The marketability of the Biosolids product is good. There has been expressed interest in
the new dried product as the old lime stabilized product was distributed with great
success; therefore the farmers are still highly interested. There are many farmers who
have called the find out when they may begin receiving the new product.
The finished Class A product will never be applied to fields with slopes which could lead
to a stream, creek, river, or lake. The product will never be applied to flooded, frozen,
or snow covered land.
The product shall be applied in accordance with the setback rules specified in 15A
NCAC 02T.1108 (b),
See the attached diagram of how the residuals will be processed/treated.
The sludge is pulled from the bottom of the clarifiers, pumped to a 480,000 gallon
sludge holding tank where it is aerated, then pumped to the belt press dewatering
system, where the dewatered solids will then be carried by conveyor to the gas dryer
where it is dried to 90%. The dried sludge will then be loaded onto a dump truck where
it will then be hauled to the storage building and/or loaded and distributed to the farm
lands.
Leachate is run off into a drain which will lead back to the headworks of the treatment
plant.
The dried residuals are stored in the 38' x 56' x 4' covered metal building having a
capacity of 8,588 cubic feet of storage.
As the lab results show no heavy metal issues in the sludge, we will use nitrogen as the
limiting factor.

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Blue Ridge Labs
PO Box 2940
Lenoir, NC 28645
828-728-0149
Client :
City of Lenoir
P. O. Box 958
Lenoir, NC 28645
Attention:
Lisa Triplett
Date Received:
1 1-Apr-17
Report Date:
04-May-17
Sample Date:
11-Apr-17
BRL 4:
BRL-2017-0228
Lab Sample ID:
LSID-2017-00961
Client Sample ID:
Lower Creek Biosolids 91
Parameter
Fecal Coliform
Reported By:
Result MQL
* 4
[e-mail]
Analysis Analysis
Unit Method Time Date Analyst
MPN/KG Fecal by Multi 41'12/2017 VVtrQlty
S. hnson, D.R. Wessinger
* Concentrations are below Minimum Quantification Limit except where noted.
NC Laboratory Certificate No. 275
Page 1 of 11

Blue Ridge Labs
PO Box 2940
Lenoir, NC 28645
828-728-0149
Client :
City of Lenoir
P. O. Box 958
Lenoir, NC 28645
Attention:
Lisa Triplett
Date Received:
11-Apr-17
Report Date:
04-May-17
Sample Date:
11-Apr-17
13RL #:
BRL-2017-0228
Lab Sample ID:
LSID-2017-00962
Client Sample ID:
Lower Creek Biosolids 92
Parameter
Fecal Coliform
Result MQL
* 4
Reported By:
blueridgela [e-mail]
Analysis Analysis
Unit Method Time Date Analyst
MPN/KG Fecal by Multi 4/12/2017 WtrQIG
S..J4'Johnson, D.R. Wessinger
* Concentrations are below Minimum Quantification Limit except where noted.
NC Laboratory Certificate No. 275
Page 2 of I 1

Blue Ridge Labs
PO Box 2940
Lenoir, NC 28645
828-728-0149
Client :
City of Lenoir
P. 0. Box 958
Lenoir, NC 28645
Attention:
Lisa Triplett
Date Received:
I I -Apr-17
Report Date:
04-May-17
Sample Date:
11-Apr-17
BRL #:
BRL-2017-0228
Lab Sample ID:
LSID-2017-00963
Client Sample ID:
Lower Creek Biosolids 43
[e-mail]
Parameter Result MQL Unit Method
Fecal Coliform * 4 MPN/KG Fecal by Multi
Analysis Analysis
Time Date Analyst
4/12/2017 WtrQlty
Reported By:
Johnson, D.R. Wessinger
* Concentrations are below Minimum Quantification Limit except where noted.
NC Laboratory Certificate No. 275
Page 3 of 1 t

Blue Ridge Labs
PO Box 2940
Lenoir, NYC 28645
828-728-0149
Client:
City of Lenoir
P. O. Box 958
Lenoir, NC 28645
Attention:
Lisa Triplett
Date Received:
l 1-Apr-l7
Report Date:
04-May-17
Sample Date:
11-Apr-17
BRL #:
BRL-2017-0228
Lab Sample ID:
LSID-2017-00964
Client Sample ID:
Lower Creek Biosolids #4
[e-mail]
Parameter Result MQL Unit Method
Fecal Coliform * 4 MPN'KG Fecal by Multi
Reported By:
Analysis Analysis
Time Date
4/ 12'2017
S. Johnson, D.R. Wessinger
* Concentrations are below Minimum Quantification Limit except where noted.
NC Laboratory Certificate No. 275
Page 4 of 1 1
Analyst
WtrQlry

Blue Ridge Labs
PO Pox 2946
Lenoir, NC 28645
828-728-0149
[e-mail]
Client :
City of Lenoir
P. O. Box 958
Lenoir, NC 28645
Attention:
Lisa Triplett
Date Received:
11-Apr-17
Report Date:
04-May-17
Sample Date:
11-Apr-17
BRL #:
BRL-2017-0228
Lab Sample ID:
LSID-2017-00965
Client Sample ID:
Louver Creek Biosolids #5
Parameter
Result MQL Unit Method
Fecal Coliform
* 4 MPNIKG Fecal by Multi
Reported By:
Analysis Analysis
Time Date Analyst
4112/2017 WtrQlty
S. J. *hnson, D.R Wessinger
* Concentrations are below Minimum Quantification Limit except where noted.
NC Laboratory Certificate No. 275
Page 5 of 11

Blue Ridge Labs
PO Box 2940
Lenoir, NC 28645
828-728-0149
Client :
City of Lenoir
P. O. Box 958
Lenoir, NC 28645
Attention:
Lisa Triplett
Date Received:
11-Apr-17
Report Date:
04-May-17
Sample Date:
11-Apr-17
BRL #:
BRL-2017-0228
Lab Sample ID:
LSID-2017-00966
Client Sample ID:
Lower Creek Biosolids #6
Parameter
Fecal Coliform
Reported By:
[e-mail]
Result MQL Unit Method
* 4 MPN/KG Fecal by Multi
S. hnson, D.R. Wessinger
* Concentrations are below Minimum Quantification Limit except where noted.
NC Laboratory Certificate No. 275
Page 6 of 11
Analysis Analysis
Time Date
4/12/2017
Analyst
WtrQ lty

Blue Ridge Labs
PO Box 2940
Lenoir, NC 28645
828-728-0149
Client :
City of Lenoir
P. O. Box 958
Lenoir, NC 28645
Attention:
Lisa Triplett
Date Received:
11-Apr-17
Report Date:
04-May-17
Sample Date:
1 1-Apr-17
BRL 4:
BRL-2017-0228
Lab Sample ID:
LSID-2017-00967
Client Sample ID:
Louver Creek Biosolids #7
Parameter
Fecal Coliform
Result MQL
4
Reported By:
[e-mail]
Unit Method
MPN/KG Fecal by Multi
Analysis Analysis
Time Date Analyst
4/12/2017 WtrQlty
S..1.'I'dhnson, D.R. Wessinger
* Concentrations are below Minimum Quantification Limit except where noted.
NC Laboratory Certificate No. 275
Page 7 of 11

Blue Ridge Labs
PO Box 2940
Lenoir, NC 28645
828-728-0149
Client:
Attention:
Date Received:
City of Lenoir
P. O. Box 958
Lenoir, NC 28645
Lisa Triplett
11-Apr-17
Report Date: 04-May-17
Sample Date: 11-Apr-17
BRL #: BRL-2017-0228
Lab Sample ID: LSID-2017-00969
Client Sample ID: Lower Creek Biosolids
Parameter Result MQL
Total Phosphorus
Ag by ICP-AES
Al by ICP-AES
Ca by ICP-AES
Cd by ICP-AES
Cr by ICP-AES
Cu by ICP-AES
K by ICP-AES
Mg by ICP-AES
Mo by ICP-AES
Na by ICP-AES
Ni by ICP-AES
Zn by ICP-AES
Hg by Cold Vapor AAS
6129 7.5
* 0.376
5578 1.8
79151 9.4
* 0.0752
* 0.376
24.8 0.376
1500 8.94
1385 1.8
* 0.376
448 44.8
* 0.376
697 0.376
0.0188 0.0185
[e-mail]
Analysis
Unit
Method
Time
dry mg/kg
200.7 1994
15:48
dry mg/kg
200.7 1994
15:48
dry mg/kg
200.7 1994
15:48
dry mg/kg
200.7 1994
I5:48
dry mg/kg
200.7 1994
15:48
dry mg/kg
200.7 1994
15:48
dry mg/kg
200.7 1994
15:48
dry mg/kg
200.7 1994
dry mg/kg
200.7 1994
15:48
dry mg,,kg
200.7 1994
15:48
dry mg/kg
200.7 1994
dry mg/kg
200.7 1994
15:48
dry mg/kg
200.7 1994
15:48
dry mg/kg
7470A 1994
14:22
Analvsis
Date
Analyst
5/1i2017
KCJ
5/1/2017
KCJ
5/I12017
KCJ
5' 112017
KCJ
5/l/2017
KCJ
5/1/2017
KCJ
5/1/2017
KCJ
4/27/2017
Summit
5/1/2017
KCJ
5/1/2017
KCJ
4I27;2017
Summit
5/1/2017
KCJ
5/1 '2017
KCJ
4/20/2017
KCJ
Reported By:
S. ohnson, D.R. Wessinger
* Concentrations are below Minimum Quantification Limit except where noted.
NC Laboratory Certificate No. 275
Page 8 of 11

Blue Ridge Labs
PO Box 2940
Lenoir, NC 28645
828-728-0149
Client :
Cite of Lenoir
P. O. Box 958
Lenoir, NC 28645
Attention:
Lisa Triplett
Date Received:
I I-Apr-17
Report Date:
04-May-17
Sample Date:
I I-Apr-17
BRL 4:
BRL-2017-0228
Lab Sample ID:
LSID-2017-00969
Client Sample ID:
Lower Creek Biosolids
Parameter
Ammonia Nitrogen
Reported By:
[e-mail]
Result MQL Unit Method
931 370 dry mg/kg SM4500 199
f
S. nson, D.R. Wessinger
Concentrations are below Minimum Quantification Limit except where noted.
NC Laboratory Certificate No. 275
Page 9 of 11
Analysis
Time
13:41
Analysis
Date
4/26/2017
Analyst
KCJ

Blue Ridge Labs
PO Box 2940
Lenoir, JVC 28645
828-728-0149
[e-mail]
Client: City of Lenoir
P. O. Box 958
Lenoir, NC 28645
Attention: Lisa Triplett
Date Received: I l-Apr-17
Report Date: 04-May-17
Sample Date: 1 I -Apr-17
BRL #: BRL-2017-0228
Lab Sample ID: LSID-2017-00970
Client Sample ID: Lower Creek Biosolids
Analysis
Analysis
Parameter Result MQL
Unit Method Time
Date Analyst
Nitrate + Nitrite Nitrogen (N2— 50.4 7.4
dry mg/kg 4500-NO3-E 16:47
5/1i2017 KCJ
Total Kjeldahl Nitrogen (TKN) 3796 0.5
dry mg/kg 4500-Norg B 13:29
4I26/2017 KC.1
Reported By:
S. hnson, D.R. Wessinger
* Concentrations are below Minimum Quantification Limit except where noted.
NC Laboratory Certificate No. 275
Page 10 of 11

Blue Ridge Labs
PO Box 2940
Lenoir, NC 28645
828-728-0149
Client :
City of Lenoir
P. O. Box 958
Lenoir, NC 28645
Attention:
Lisa Triplett
Date Received:
1 1-Apr-17
Report Date:
04-May-17
Sample Date:
11-Apr-17
BRL 4:
BRL-2017-0228
Lab Sample ID:
LSID-2017-00971
Client Sample ID:
Lower Creek Biosolids
[e-mail]
Analysis
Parameter Result MQL Unit Method Time
% Solids 52.8 0.1 % % Solids 10:20
pH 11.5 0.1 SU SW-846-9040 10:01
Reported By:
Analysis
Date Analyst
4/12/2017 KCJ
4/ 121`2017 KCJ
S. 114finson, D.R. Wessinger
* Concentrations are below Minimum Quantification Limit except where noted.
NC Laboratory Certificate No. 275
Page 11 of 11

Summit Environmental Technologies, Inc.
;r 4� Analytical Report
3310 Win St.
>>, _ _. Cuyahoga Falls, Ohio 44223 (consolidated)
TEL: [phone] FAX: [phone] wog: 17041186
Website: htta:Nintw,settek.com Date Reported:
CLIENT: Blue Ridge Labs, Inc. Collection Date: 4/11/2017 10:50:00 AM
Project: Laboratory Analysis
Lab ID: 17041186-008 Matrix: SOLID
Client Sample ID 968
Analyses Result PQL Qual Units DF Date Analyzed
METALS ANALYSIS (6010) SW6010C SW3050B Analyst: CM
Potassium 792 4.72 mg/Kg 1 412W2017
Sodium 237 23.6 mg/Kg 1 4/27/2017

WATER QUALITY LAB & OPERATIONS, INC.
P_0. BOX 1167
BANNER ELK, NC 28604
[phone]
CLIENT: BLUE RIDGE LABS
ADDRESS: P.O. BOX 2940
CITY: LENOIR RECEIVED DATE:
STATE: NC ZIP 28645 REPORTED DATE
I D#:
12-Apr-17
1-May-17
ANALYSIS
L51D,:# ::
ANALYSIS
:: MOL`s.
UNITS :::SAM:PLE
SAMPLE::
ANALYSIS:
MT
RESULTS
. .
DATE
TOTAL SOLIDS
49.7
%
SLUDGE FECAL
961
<4
4.00
MPNIKG
LENOIR
12-Apr-17
PI/WPS
TOTAL SOLIDS
50.3
%
SLUDGE FECAL
962
<4
4.00
MPNIKG
LENOIR
12-Apr-17
PIMPS
TOTAL SOLIDS
50.5
%
SLUDGE FECAL
963
<4
4.00
MPN/KG
LENOIR
12-Apr-17
PIMPS
TOTAL SOLIDS
50.1
%
SLUDGE FECAL
964
<4
4.00
MPNIKG
LENOIR
12-Apr-17
PIMPS
TOTAL SOLIDS
51.2
%
SLUDGE FECAL
965
<4
4.00
MPNIKG
LENOIR
12-Apr-17
PIMPS
TOTAL SOLIDS
50.4
%
SLUDGE FECAL
966
<4
4.00
MPNIKG
LENOIR
12-A r-17
PMPS
TOTAL SOLIDS
50.9
%
SLUDGE FECAL
967
<4
4.00
MPNIKG
LENOIR
12-Apr-17
PUMPS
REPORTED BY: NC CERTIFIED LAB # 544
PAUL ISENHOUR, SUPERVISOR

I.
I.
RESIDUALS SOURCE -GENERATING FACILITY INFORMATION (See Instruction B.):
1. Facility Name: 2,1 Town Of Blowing Rock
2_ Facility permit holder is: Federal, 13 State, XE] Local Government, or Private.
Facility permit issued by: XM- Div. of Water Resources,_q Div. of Environmental Health,
or Other (explain: ).
3. Facility contact person and title: Marshall Townsend
Complete mailing address: PO BOX 47
City: Blowin., Rock State: NC Zip: -28605
Telephone number: $�) 295-5225 E-mail address: utilitiesdirector townofblowin rocknc.gov
4. Facility physical address: 7190 Hwy 321 S
City: Blowing Rock State: NC Zip: 1 28605
Coordinates: Latitude _ _" Longitude:4 "
Datum: Level of accuracy:
„w
Method of measurement: ', -
5. Purpose of the facility: '
treatment of municipal wastewater, IM treatment of 100% domestic wastewater,
treatment of potable water, 0 treatment of 100% industrial wastewater,
treatment of industrial wastewater mixed with domestic wastewater,
(approximate percentages: % industrial and % domestic)
Mother (explain:
6. Does the facility have an approved pretreatment program: 0 Yes xM No
7. Facility permitted/design flow: 0.8 MGD and facility average daily now: 0.324 MGD
8. Average amount of residuals being generated at this facility 23 dry tons per year.
9. Specify the following regarding treatment and storage volumes available at the facility:
Type and volume of residuals treatment: residential .Smgd
Type and volume of residuals storage (i.e., outside of residuals treatment units): I00000Rsl
II. RESIDUALS QUALITY INFORMATION (See Instruction C.):
1. Specify if residuals are regulated under:
Y 40 CFR Part 503 or 40 CFR Part 257.
Note: Only residuals that are generated during domestic/municipal wastewater treatment processes are regulated under 40
CFR Part 503, otherwise, the residuals are regulated under 40 CFR Part 257.
2. Specify if residuals are defined under l5A NCAC 02T.1102(6) as:
Biological Non -Biological
Note: Biological residuals are residuals that have been generated during the treatment of domestic wastewater, animal
processing wastewater, or the biological treatment of industrial wastewater (biological treatment is a system that utilizes
biological processes including lagoons, activated sludge systems, extended aeration systems, and fixed film systems).
FORM: RSC 06-16 Page 1 of

3. Hazardous Waste Determination: Complete the following to demonstrate that the residuals are non -hazardous under
RCRA: (Note - this item does not have to be completed for facilities that are less than 0.5 MGD in design flow that treat
100% non -municipal, domestic wastewater only)
a. Are the residuals listed in 40 CFR §261.31-§261.33: M yes X0 no.
If yes, list the number(s): .
b. Specify whether or not the residuals exhibit any of the characteristics defined by 40 CFR §261.21-
261.24: 0 yes XEJ no.
Fill in the following tables with the results of the latest toxicity characteristic leaching procedure (TCLP) analysis as
well as those for corrosivity, ignitability, and reactivity:
Laboratory: Watertech labs and Date of analysis: 2/5/2020
Passed corrosivitytest: X❑ yes 11 no. pH: s.u. (2 <pH < 12.5)
Passed ignitability test: X❑ yes D. no. Flashpoint: T (> 140T)
Passed reactivity test: X[f yes ❑no. HCN: 1.00 mg/kg (<250) &HzS: 5.00 mg/kg (<500)
TCLP Parameter
Limit
(mom)
Result
(Mg/1)
TCLP Parameter
Limit
(mg/1)
Result
(mg/I)
Arsenic
5.0
<0.01
Hexachlorobenzene
0.13
<0.0222
Barium
100.0
0.162
Hexachloro-1,3-Butadiene
0.5
Benzene
0.5
<0.000333
Hexachloroethane
3.0
<0.0222
Cadmium
1.0
<0.005
Lead
5.0
0.05
Carbon Tetrachloride
0.5
<0.000667
Lindane
0.4
Chlordane
0.03
Mercury
0.2
<0.002
Chlorobenzene
100.0
<0.000333
Methoxychlor
10.0
Chloroform
6.0
<0.000333
Methyl Ethyl Ketone
200.0
Chromium
5.0
<0.01
Nitrobenzene
2.0
<0.0222
m-Cresol
200.0
Pentachlorophenol
100.0
<0.11
o-Cresol
200.0
Pyridine
5.0
p-Cresol
200.0
Selenium
1.0
<0.1
Cresol
200.0
Silver
5.0
<0.01
2,4-D
10.0
<0.11
Tetrachloroethylene
0.7
<0.000333
1,4-Dichlorobenzene
7.5
<0.0222
Toxaphene
0.5
1,2-Dichloroethane
0.5
<0.000333
Trichloroethylene
0.5
<0.000333
1,1-Dichloroethylene
0.7
<0.000333
2,4,5-Trichlorophenol
400.0
2,4-Dinitrotoluene
0.13
<0.0222
2,4,6-Trichlorophenol
2.0
<0.0222
Endrin
0.02
2,4,5-TP (Silvex)
1.0
Heptachlor and its Hydroxide
0.008
Vinyl Chloride
0.2
<0.000667
FORM: RSC 06-16 Page 2 of 5

4. Metals Determination: Complete one of the following tables (i.e., as applicable) to demonstrate that the residuals do not
violate the ceiling concentrations for metals regulated under 15A NCAC 02T .1105.
a. For Distribution/Land Application Fill in the following table with the results of the latest analyses (i.e., on a dry weight
basis) for the following metal parameters:
Laboratory: Research Analytical Labs and Date of analysis: 1-7-2020
Parameter
Ceiling
Concentration Limits
(ClassA & ClassB)
(mg1kg)
Monthly Average
Concentration Limits
(Class A Only)
(mglkg)
Result
(mg1kg)
Arsenic
75
41
3.62
Cadmium
85
39
.807
Copper
4,300
1,500
140
Lead
840
300
13.9
Mercury
57
17
.0039
Molybdenum
75
n/a
3.49
Nickel
420
420
11.2
Selenium
100
100
<3.33
Zinc
7,500
2,800
891
b. For Sur ace Disposal Unit (landfill): Fill in the following table with the results of the latest analyses (i.e., on a dry weight
basis) for the following metal parameters:
Laboratory: Watertech Labs and Date of analysis: 2-5-2020
Distance from Disposal
Unit to Boundary to
Closest Property Line
(meters, check one)
Arsenic
(mg/kg)
Chromium
(mg/kg)
Nickel
(mg/kg)
0 > 0 but < 25
30
200
210
> 25 but < 50
34
220
240
> 50 but < 75
39
260
270
0 > 75 but < 100
46
300
320
0 > 100 but < 125
53
360
390
[] > 125
62
450
420
Result (mg/kg)
FORM: RSC 06-16 Page 3 of 5

5. Nutrient/Micronutrient Determination: Complete the following:
a. Total solids: 1.50 %.
b. Fill in the following table with the results of the latest analyses (i.e., on a dry weight basis) for the following nutrient and
micronutrient parameters:
Laboratory: Watertech Labs and Date of analysis: 1-7-2020
Parameter
Result
(mg1kg)
Aluminum
9,180
Ammonia -Nitrogen
19,900
Calcium
7,390
Magnesium
2,920
Nitrate -Nitrite Nitrogen
80.6
PH (Standard Unit)
6.77
Phosphorus
20,900
Potassium
4,730
Sodium
3,120
Total Kjeldahl Nitrogen
102,000
c. Using the results listed in Item II. 5b. above, calculate the sodium adsorption ration (SAR): 1.99
[Note: If residuals contain SAR of 10 or higher, the applicant shall obtain recommendations from the local Cooperative
Extension Office, the Department of Agriculture and Consumer Services, the Natural Resource Conservation Service, a
North Carolina Licensed Soil Scientist, or an agronomist, prior to land application of residuals. The recommendations shall
address the sodium application rate, soil amendments (e.g., gypsum, etc.), or a mechanism for maintaining site integrity
and conditions conducive to crop growth].
d. Specify the mineralization rate to be used in calculating the plant available nitrogen (PAN) of the residuals: 0_3 %. This
rate is a (check one): default value, or X0 actually established.
If the residuals are not generated from the treatment of municipal or domestic wastewater, explain or provide technical
justification as to why the selected default value is appropriate to be applied to these residuals:
e. Calculate the PAN for the residuals (i.e., on a dry weight basis) and fill the results in the following table:
Application Method
First (1st) Year PAN
Five -Year
(mg�k
Maximum Adjusted PAN
(mg/kg)
Surface
34,660.6
955.5
Lhijection/Incorporation
44,610.6
814.3
Other Pollutants Determination: Specify whether or not there are any other pollutants of concern in the residuals and provide
the results of the latest analyses:
FORM: RSC 06-16 Page 4 of 5

2. Pathogen Reduction: Per 15A NCAC 02T.1106, specify how residuals will meet the pathogen reduction requirements:
a. For DistributionlLand Apatieation of Class A or Equivalent:
fecal coliform density that is demonstrated to be less than 1,000 MPN per gram of total dry solids,
or
A salmonella sp. density that is demonstration to be less than 3 MPN per 4 grams of total dry solids.
AND one of the followings (except for non -biological residuals):
XMAlternative I [I5A NCAC 02T.I 106(b)(3)(A)] - Time/Temperature Compliance.
Alternative 2 [15A NCAC 02T.I 106(b)(3)(B)] - Alkaline Treatment.
Ct Alternative 3 [15A NCAC 02T.I 106(b)(3)(C)] - Prior Testing for Enteric Virus/Viable Helminth Ova.
C Alternative 4 [15A NCAC 02T.1106(b)(3)(D)] - No Prior Testing for Enteric Virus/Viable Helminth Ova.
Alternative 5 [15A NCAC 02T.1106(b)(3)(E)-(K)] - Process to Further Reduce Pathogens (PFRP).
Specify one: composting, 11 heat drying, heat treatment,
thermophilic aerobic digestion, beta ray irradiation,
gamma ray irradiation, or pasteurization.
b. For Land Application of Class B:
Alternative I [15A NCAC 02T.1106(c)(1)] -Fecal Coliforrn Density Demonstration.
Alternative 2 [15A NCAC 02T.1106(c)(2)] -Process to Significantly Reduce Pathogens (PSRP).
Specify one: aerobic digestion, air drying, LM anaerobic digestion,
composting, or lime stabilization.
c. For Surface Disposal:
Select One of the Class A or Equivalent Pathogen Reduction Alternatives in Item II. 7a. above.
Select One of the Class B or Equivalent Pathogen Reduction Alternatives in Item I1. 7b. above.
Exempt- If Daily Cover Alternative is chosen in Item 11.8. below [15A NCAC 02T.]106(a)(2)].
Not Applicable - Non -Biological Residuals with NO Domestic Wastewater Contribution.
1. Vector Attraction Reduction (VAR): Per 15A NCAC 02T_1107, specify how residuals will meet the VAR requirements:
Alternative I [15ANCAC 02T.1107(a)(1)] - 38% Volatile Solids Reduction (Aerobic/Anaerobic Digestion).
Alternative 2 [15A NCAC 02T. 1107(a)(2)] - 40-Day Bench Scale Test (Anaerobic Digestion).
Alternative 3 [15A NCAC 02T.I 107(a)(3)] - 30-Day Bench Scale Test (Aerobic Digestion).
Alternative 4 [15A NCAC 02T. I 107(a)(4)] - Specific Oxygen Uptake Rate Test (Aerobic Digestion).
Alternative 5 [15A NCAC 02T.i 107(a)(5)] - 14-Day Aerobic Processes.
Alternative 6 [15A NCAC 02T.I 107(a)(6)] - Alkaline Stabilization.
Alternative 7 [15A NCAC 02T.I 107(a)(7)] - Drying of Stabilized Residuals.
X_,__ Iternative 8 [15A NCAC 02T. 1107(a)(8)] - Drying of Unstabilized Residuals.
Alternative 9 [15A NCAC 02T. I 107(a)(9)] - injection.
Alternative 10 [15ANCAC 02T.I107(a)(10)] - Incorporation.
FORM: RSC 06-16 Page 5 of 5

RESIDUALS SOURCE FACILITY SUMMARY
Applicant's name: City of Lenoir, Lower Creel{ WWTP Biosolids Treatment Facility WQ0010059
Status
Code
Facility Permit Holder
Facility Name
County
Permit Number
Maximum Dry Tons Per Year
Current"
Proposed
R
City of Le aPwer Creek
Lower Creek WWTP
Caldwell
NCO023981
228
228
R
City of Lenoir Lower Creek
WWTP
Gunpowder Creek WWTP
Caldwell
NCO023726
191
191
R
City of Lenoir Lake
Rhodhiss WTP
City of Lenoir Lake Rhodhiss
WTP
Caldwell
NCO044164
1203
1203
N
Town of Blowing Rock
Blowing RockWWTP
Watauga
NC0027286
23
23
SUMMARY FOR FORM: RSC 06-16 Page I

TOWN OF BLOWING ROCK
WASTEWATER TRETMENT PLANT
SAMPLE PLAN
• The wastewater influent si sampled three times per week to test
TSS and BOD. Five days a week we take grab samples and check
pH, DO, and temperature.
• On a yearly basis a grab sample is collected from the digester and
a T Clip test is performed.
• All testing is completed by Water Tech Labs out of Granite Falls
NC.
• Sample points are identified on the Process flow diagram.

The Town of Blowing Rock sampling plan will include:
The wastewater influent being tested for BOD and TSS three times per week.
pH and DO is checked 5 days per week
Annually the digester will sludge will have a TCLP analysis
Per the City of Lenoir requirements and at the request of the City of Lenoir staff; at a
minimum of annually and a maximum of quarterly; sampling on the hauled sludge will
be analyzed for the following parameters:
As
Pb
Ag
Cd
Hg
Zn
Cr
Mo
Total P
Cu
Ni
TKN
CN
Se
% solids
As well as a monthly report on the gallons hauled to the facility which will also include
the pH's and % solids on each load brought in.
Sampling points are identified on the process flow diagram.
All sampling will be performed by Water Tech Labs in Granite Falls, NC

11 7V V a1tGy D1vu — "Ougte maps
Go gle leaps 7190 Valley Blvd
Page I of 2
Vttln,$� 1'tGt� wl
...fa. i ecrnmogies, Map data Qo 2020 50 ft
` f
' s
t
7190 Valley Blvd
Blowing Rock, NC 28605
0 @'
o�
a
Directions Save Nearby Send to your Share
phone
48RJ+VF Blowing Rock, NC
Photos
"ttPs://www.90Ogle.egm/daps/place/7I90+Valley+Blvd,+Blowiii�4+Roek.+NC+2RF05/ rf VI ?iWmn

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Tf
ffc,c e 5 �j k �� w

RIESEARCh & ANA YTICA
LA ORATORIES, INC. 4 ��
w
Analyflool/Process Consultations
Toxicity Characteristic Leachate Procedure (TCLP) Analysis of Saniple Identified as Town of Blossinr Rack
(A Water Tech Laths, Inc. Project, collected 07 January 2020)
'town of Blowing Rack
EPA HW Quantitation Results Characteristic
Number Contaminant Limit(mQfL) " _ e1L1 Level{mQIL.) EPA Method
1. TCLP METALS
D-004
D-005
D-006
0.077
D-003
D-009
i}-010
D-011
!!. REACTIMY
D003
D-003
!!!. CO€2R0,91VITY
D-002
IY• IGNITABILITY
D-001
Arscnic
0,01
nQL
5.00
6010
Barium
0.01
0.162
100
6010
Cadmium
0.005
BQL
LOU
6010
Chromium
0.01
M.
5.00
6010
Lead
0.005
0.4150
5.010
6010
Mercury
0.002
13Q L
0.200
7470
Selenium
0-1
BQL
1.00
6010
Silver
0.01
BQL
5.00
6010
Cvaridu
Sulfide
PH
lanilabllitN
Sample Number
Sample pate
sample Time 11tn)
Sample :Matrix
1.00
5.00
Sid. Units
BQL
[IQ[,
6.77
>142
76985-01
0I OW20
Sludue
Mg"T -milligrams per Lita - p —'s per million (Prm) htil - Will wul €grit.
MW11LZ -miltig ~sqs per kilug�sn —parry Fer milli��a S,�pml fii,�i. E�:low l�u;uetitatiur, L"smsts
9010
9030
904-5
1010

Ac
,sReport of ..
lysis
215/2020
+`-- �r�I
For: Water Tech Labs, Inc.
`�,�'►�.lJ�
P.Q. Sox 1056�f *+
Granite Palls, NC 28630 »
�3 IBC#34 °�
Attn: Joe Gragg NC#37701
0195020
Client Sample ID: Sludge Town of Blowing Rock
Lab Sample ID:
76985-01
Site: grater Tech
Collection Date:
117/2020
Parameter
Method
Result
units
Anattitst Anal is Datetiime
PAN
Calculation
34700
% Solids
SM 2540B
1.50
%
AW
1/16/2020
Total Kjeldahl Nitrogen
SM 4500 N Org B-1997 (NH3
102000
mglkg
FK
1/2312020
D-1997)
Ammonia Nitrogen
SN14500 NH3 D-1997
19900
mglkg
FK
112312020
Total Phosphorus
SM 4500 P E
20900
mglkg
B,1
1127/2020
Nitrate + Nitrite
S1v1450Q NO3E
80.6
mg/kg
DW
1116/2020 1510
Aluminum, Total
SW 845 6010D
9180
mg/kg
SK
1/16/2020
Arsenic, Total
SW 846 6010D
3.62
rig/kg
SK
111612020
Cadmium, Total
5W 846 60100
0,807
mglkg
SK
111612020
Calcium, Total
SW 846 601 OD
7390
mg/kg
SK
1/16/2020
Chromium, Total
SW 846 601 OD
12.6
mg/kg
SK
1/16/2020
Copper, Total
SW 846 601 OD
140
mg/kg
SK
1/16/2020
Lead, Total
SW 846 601 OD
13.9
ma/kg
SK
1116/2020
Magnesium, Total
SW 846 601 OD
2920
mglkg
SK
1/16/2020
Molybdenum. Total
SW 846 6010D
3.49
mglkg
SK
1116/2020
Potassium, Total
5VV 846 6010D
4730
mg/kg
SK
1/16/2020
Selenium, Total
SW 846 601 OD
<3.33
mg/kg
SK
1/16/2020
P.O. Bnx 473 106 Short Street KernersviEle, North Carolina 27284 Tei 336-996-2841 Fax [phone] vAvw rands€abs,cem Page i

RESEARCh&ANA TI"CA I
Report
of Analysis
A T I' , INC.
2r5/2020
Client Sample ID: Sludge Town of Blowing Rock
Lab Sample 1D.,
76985-01
Site:
water Tech
Collection Date:
117/2020
Parame#er
Ai g od
ESEU11
Unift
Anal %t Anal is >7atsrime
Zinc, Total
SW 846 601OD
891
mglkg
SK
1/1612020
Mercury, Total
SW846 7471 B
0.0039
rnglkg
MM
1115/2020
Cyanide, Total
SW846 9014
<1.67
mglkg
EE
112112020
Nickel, Total
SW846 Method 6010 C
11.2
mglkg
SK
1/16/2020
Sodium, Total
SW846 Method 6010 C
3120
mglkg
SK
111612020
pH
SW846 Method 9045
677
Std. Units MM
111312020 1600
NA = not cnav-ecf
P.a. Box 473 106 Short Street Kernersvil#e. North Carolina 27284 TeL [phone] Fax: [phone] www.randalabs.com Page 2

RESEARCh & ANAtyTiCAI
® LAI]ORATOR#ES, INC.
©��� lirsalyttcol/Process cort5caltatiorts
Chemical Analysis for Selected Parameters and Sampling Locations Identified as Town of Blowing Rock
(A Water Tech Labs Project, collected 07 January 2020)
1. Volatile Organics
Quantitation
Town of Blowing Rack
EPA Method 8260 B
Limit
Parameter
ffmglkg)
f-M&M
Accune
13eaunc
6.670
SQL
Bromobenzene
0.333
0,333
SOL
Sromochlarorornethre
0.333
SOL
Bromollormoromethsne
0.333
BQL
Hromoform
0.333.. -.,
SOL
Bromomethane
0.667
BQL
2-Butenotte
,g
6.670
BQL
N-Burylheazene
.670
BQL
BQL
Ssc-Butylheazerte
0.333
BQL
Teri-Btrtylbeazene
Caiban Tetrachloride
0333
BQL
Chlorobenzene
0,667
0.333
BQL
Dihrotaochloromethanc
0.333
BQL
Chlaroathane
0.667
BQL
BQL
Chloroform
Ch[eroBQL
methwe
0.333
2-Chlorowluene
0,667
0,333
ROL
4-Chlorotolaene
0.333
SQL
BQL
1,2-Dibrontoe0aane (EDB)
0.333
BQL
1,2-Dichlorobenzeae
0,333
BQL
1,3-Dichlorobenzene
0.333
BQL
14-Dieblorobenzene
0.333
BQL
Dichlorodifluormnethane
0.333
BQL
1,1-Dichlomethane
0.333
BQL
1,2-Dichlomethane
0.333
BQL
I,1-Dichlomathene
0.333
SOL
Cis- 1,2-13lcbloroethena
0,333
BQL
Trans-1,2-Dichlomethene
0.333
BQL
1.2-Dichtoropropane
0.333
SOL
1,3-DlehlornprcDaw
0333
BQL
2,2-Dichloropropene
0.333
0
SQL
1, l-Dichloropmpane.
Cis-1,3-Dithloropmixne
.333
BQL
Trans-1,3-Dichloropropem
0.667
0.667
BQL
Ethyl Atetate
0.667
BQL
SOL
Ethyl Benzene
0.333 .333
SQL
[-Pmpylbrnzene
3.33
0.333
BOL
Isopropyl ether (1PE)
0
BQL
BQL
p150propylloluene
Methylene Chloride
0.33333
BQL
4-Methyl-2-Pentanone
1330
6.670
BQL
Methyl-Tert-Suryl ether (MTBE)
0."7
BQL
Naphthalene
0.667
BQL
BQL
N-Propylbm mc,
Styrene
0.333
BQL
1,2 1,,2-Tenuhlorocame
0.667
Q333
SOL
Ttaachtoroetheae
0.333
OL
SOL
Toluene
1, E,1-Taehlaroe0ratre
0.333
0-333
SOL
I,1,2-Trichloroethane
0333
SQL
Trichlaroethene
0.333
BQL
Trichtorofluoromadwc
0.333
BQL
SOL
1,2,3-Trichtorobenzene
0.333
1,2,4-Trichlombenzene
0.333
BQL
1,2,3-Trichloropropane
l,00
SQL
1,2,4-Trimethylbenzene
4.333
SOL
0.333
SOL
Vinyl
Vinyl Acetate
3.330
BQL
Vinyl Chloride
0.667
BQL
Torsi yleas
s
0.333
BQL
Carbon 17isuifide
n Disulfide
6.670
BQL
Aerylanita
13.3
BQLic
Trans-1,4Dichlom-2-bu tene
6.67
BQL
Methyl iodide
0.667
BQL
Drltromomcthane
0.667
BQL
1,1,1,2-Tetmehloroethane
0.333
HQL
l,2-Dihmmo-3-Chloropropane(DSCP)
1.67
SQL
Dilution Factor
BQL
Sample Number
76983-01
Sample Date
Sample Time (brg)
01/07120
Date Analyzed
`
Time Analyzed
01/2120
Surrogate Recovery (DBFM)
2053
Range(70-E30%) 103%
Surrogate Recovery(Toluene-da)
Range(70-130%) 86%
Surrogate Recovery (4-BFl1)
R ngc (70-130°/a) 104%

RESEARCfi & /ANA[yTiCAI
LAbORATORlES, INC.
A��tat�� Cortiwitattorss
Chemical Analysis far Selected Parameters and Sampling Locations Ident fed as Town of Blowing Rack
(A Water Tech Labs Pra'ect, collected 07 January 2020)
1 Se I-V
In olattle Organfc9
Quantitation
Town of Blowing hack
EPA Method 8270 DNA
Limit
Parameter
(me/ke3
Acensphtheea
Acsrcaphtirylcrtc
22.2
BQL
Anthracette
222
222
ROL
Benxric Acid
445
SOL
BQL
Brnxo(a)tat mLwr4
222
SOL
Brnzo(blflnos=the x
222
SOL
Brnm(!c]]tummithrne
222
Bemn(p,M*TyI..
222
BQL
lleazo(a) wa=
Bcnzy] Alcobol
222
BOL
Bu(2-cis:Ome131oxy(tsKthane
222
22.2
BQL
BOL
B6(2-chlamethyl)qL]xr
222
BQL
Bis(2-ehlomisoora➢Ytktieer
222
SOL
8 s(2tthyl-itezyllphdsastc
22.2
BQL
4-Bromupbcnyl phenyl ctlxt
222
BQL
Bcnzyl bury] phthalate
222
SQL
4-ChiwoemIjM
4-Chforo-3-mclhylphcnal
E (0
222
13QL
2-0ameaphthal me
222
BQL
SOL
2-Chlotop€tem!
221
SOL
4-Chiatcphcnyj phenyl ether
22.2
BOL
r�
Dibcn10(0.it)tri1htrxcne
22.2
222
BQL
Dibcnw£i:ratt
222
60L
BQL
Di•N-Bury] plidu"te
222
BQL
1,3-Dichlotabetaerc
2
22
BQL
! 3-D chlomhc vene
222
BQL
!,4-D.chlambcn:cnv
3,3•Dichlorobcrtzialrc
222
BQL
2,4-D chlarophenol
44.0
22.2
BQL
SOL
thy
Diethyl phthalate
222
SOL
2.4-Dir a bytphetpl
222
OL
Dime" onhalarc
2212
BOL
4.6-Dinitro-2-mcibylpheeol
10
BQL
2.4-DinitreDbm-ld
2 i-Dittimotolu W
IIG
OL
2,5•I)W1tmtaluenc
22.2
222
SOL
Dl-N-Occy] phthalate
222
SOL
SOL
Azeba=nc
Fluoraneww
222
BQL
Fluorene
22.2
222
13QL
13QL
How,hk mberw z
Hcazchlotabutadicm
22.2
SOL
HeX2Chtorucye[opcntadfcnc
222
222
SOL
Htxachloroctlratce
222
BQL
BQL
E cWI.2.3-cd)pyr
22.2
BQL
fwphorune
2-Ltethvlaaph
222
BQL
z-Ltethylpheawl
222
110
BQL
SOL
4•Mcthylpherml
Niuobetucne
Ito
BQL
m(l
22.2
22.2
SOL
tropapheaoc
4-Nia
N-Nfaacadiphcnylsminc
110
BQL
BOL
N-WUusodi-n-prmpyLun6n
u.2
BQL
PentaehSorophenol
1 ]0
BQL
BQL
Pthrene lrcnrra
Pharul
222
BQL
?Mnc
222
222
SQL
SOL
l,2,4-Trieh[oralienzcrte
222
8QL
2 4,6 Tr rlaloropha of
222
BGL
2•MethY1�,5-dinitropltetrol
110
Benzsdirc
I,2-DiphMy1hydraziM
BQL
ROL
N
]!4 -
222
OL
Napiha k=rte wlimmhyiamice
222
BQL
BQL
Ditutian Factor
Sample Number
76985.01
76985 01
Sample Date
7120
Sample Time (hra)
Date Extracted
_
0i241i0
Bate Anaiyxed
Time Atwlyzed
0125120
$urmgate Recovery
liemge
1719
(2-Fluompheaon
(21-110%)
58'/a
(Pheaal-dfi)
(IQ 1IO%}
7(P/.
(Nltrobco ae-dIS)
(35-114%)
79%
(2,4A-Tribromapitemol)
(10-123%)
65%
(2-F1uarobipheayl}
(43-11fi°h}
80%
(4-Terphenyl-dl4)
(33-141%)
78%
mghg + mi:ligrmm per kUogtam - pu" Per miiSion (ppm)
RNA a Bese•Netrnal Acid $amactabIm BCN- - aebw Qu,antiuuon u:aEt+
asaar+ry.ny�
2�oi4r�n+*