NC0089265_Renewal Application_20181231

PHONE
[phone]
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TOWN OF DOBSON
307 NORTH MAIN STREET • POST OFFICE BOX 351
DOBSON, NORTH CAROLINA 27017
December 31, 2018
Ms. Wren Thedford
Division of Water Resources
Water Quality Permitting Section - NPDES
1617 Mail Service Center
Raleigh, NC 27699-1617
Ms. Thedford,
FAX
[phone]
Please find enclosed the renewal application for NPDES permit number NC0089265 for the Town of
Dobson. I have also enclosed the required map (showing outfall), flow schematic, and solids handling
plan for the town's water treatment plant.
The solids handling and WTP upgrades project, while not complete, has been bidded and awarded to J.S.
Haren Company, with construction anticipated to begin in the first quarter of 2019. Thank you for your
patience and understanding. Please do not hesitate to contact me with and questions you may have
regarding this project or the enclosed permit renewal paperwork.
Sincerely,
Ci.lJlAA
Laura Neely
Town Manager

NPDES PERMIT APPLICATION - SHORT FORM C - WTP
For discharges associated with water treatment plants
Mail the complete application to:
NCDEQ / DWR / NPDES
1617 Mail Service Center, Raleigh, NC 27699-1617
NPDES Permit Number NC0089265 I
If you are completing this form in computer use the TAB key or the up - down arrows to move from one
field to the next. To check the boxes, click your mouse on top of the box. Otherwise, please print or type.
1. Contact Information:
Owner Name
Town of Dobson
Facility Name
Dobson WTP
Mailing Address
P.O. Box 351
City
Dobson
State / Zip Code
North Carolina 27017
Telephone Number
[phone]
Fax Number
[phone]
e-mail Address
frazierm(rr),dobson-nc.com, CC:[e-mail]
2. Location of facility producing discharge:
Check here if same as above ❑
Street Address or State Road 2604 Prison Camp Road
City
Dobson
State / Zip Code
North Carolina 27017
County
Surry
3. Operator Information:
Name of the firm, consultant or other entity that operates the facility. (Note that this is not referring to the
Operator in Responsible Charge or ORC)
Name Town of Dobson
Mailing Address P.O. Box 351
City Dobson
State / Zip Code North Carolina 27017
Telephone Number [phone]
Fax Number [phone]
4. Ownership Status:
Federal ❑ State ❑ Private ❑ Public
Page 1 of 4 Version 6/2017

NPDES PERMIT APPLICATION - SHORT FORM C - WTP
For discharges associated with water treatment plants
5. Type of treatment plant:
® Conventional (Includes coagulation, flocculation, and sedimentation, usually followed by
filtration and disinfection)
❑ Ion Exchange (Sodium Cycle Cationic ion exchange)
❑ Green Sand Filter (No sodium recharge)
❑ Membrane Technology (RO, nanofiltration)
Check here if the treatment process also uses a water softener ❑
6. Description of source water(s) (i.e. groundwater, surface water)
Surface Water, Fisher River.
7. Describe the treatment process(es) for the raw water:
The treatment process consists of a raw water reservoir, coagulant addition, flash mix,
flocculation, sedimentation, filtration, and disinfection.
8. Describe the wastewater and the treatment process(es) for wastewater generated by the
facility:
The wastewater consists of backwash from the filters, re -wash from ripening of the filters, and
accumulated solids from the sedimentation basin. Residuals consist of dilute natural solids that
have been removed during treatment and chemicals added during the treatment process.
Wastewater will be segregated from storm water and piped to a new treatment system at the
water plant site. Flow will be equalized, settled, and solids stored in holding tank. The clarifier
liquid would be decanted off the tank and discharged to the tributary of the Fisher River under
a new NPDES permit. The settled solids will be pumped to a dewatering system. The dewatered
solids will be transported to Surry County Landfill for disposal.
9. Number of separate discharge points: 1 Outfall Identification number(s) 001
10. Frequency of discharge: Continuous ❑ Intermittent
If intermittent:
Days per week discharge occurs: 7 Duration: 8 hours*
*Batch operation with discharge up to 8 hours per day with the rate set to obtain optimum treatment.
11. Plant design potable flowrate 1.5 MGD
Backwash or reject flow 0.066 MGD
12. Name of receiving stream(s) (Provide a map showing the exact location of each outfall, including
latitude and longitudes
Fisher River, map attached
Page 2 of 4 Version 6/2017

NPDES PERMIT APPLICATION - SHORT FORM C - WTP
For discharges associated with water treatment plants
13. Please list all water treatment additives, including cleaning chemicals or disinfection
treatments, that have the potential to be discharged.
Alum / aluminum sulfate Yes
Iron sulfate / ferrous sulfate Yes
Fluoride Yes X No
Ammonia nitrogen / Chloramines Yes
Zinc -orthophosphate or sweetwater CP1236 Yes
List any other additives below:
Del PAC 2020 Aluminum Chloride Hydroxide Sulfate Solution
Hydrated Lime, Copper Sulfate
Chlorine
14. Is this facility located on Indian country? (check one)
Yes ❑
/k
No X
No X
No X
No X
15. Additional Information:
Provide a schematic of flow through the facility, include flow volumes at all points in
the water treatment process. The plan should show the point[s] of addition for
chemicals and all discharges routed to an outfall [including stormwater].
Solids Handling Plan
16. NEW Applicants
Information needed in addition to items 1-15:
New applicants are strongly recommended to contact a permit coordinator with the
NCDENR Customer Service Center.
Was the Customer Service Center contacted? ❑ Yes ❑ No
01 Analyses of source water collected
)01 Engineering Alternative Analysis
A Discharges from Ion Exchange and Reverse Osmosis plants shall be evaluated using a
water quality model.
17. Applicant Certification
I certify that I am familiar with the information contained in the application and that to the
best of my knowledge and belief such information is true, complete, and accurate.
Laura Neel_ Town Manager
Prin ed name of Person Signing Title
_ �a 131 jaoi8
Signature of Applican
Date
Page 3 of 4 Version 6/2017

NPDES PERMIT APPLICATION - SHORT FORM C - WTP
For discharges associated with water treatment plants
North Carolina General Statute 143-215.6 (b)(2) provides that: Any person who knowingly makes any false statement representation, or certification in any application,
record, report, plan, or other document files or required to be maintained under Article 21 or regulations of the Environmental Management Commission implementing that
Article, or who falsifies, tampers with, or knowingly renders inaccurate any recording or monitoring device or method required to be operated or maintained under Article 21
or regulations of the Environmental Management Commission implementing that Article, shall be guilty of a misdemeanor punishable by a fine not to exceed $25,000, or by
imprisonment not to exceed six months, or by both. (18 U.S.C. Section 1001 provides a punishment by a fine of not more than $25,000 or imprisonment not more than 5
years, or both, for a similar offense.)
Page 4 of 4 Version 6/2017

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DRAFT
RESIDUALS MANAGEMENT PLAN FOR
DOBSON WATER TREATMENT PLANT
DOBSON, NORTH CAROLINA
August 23, 2012
Prepared By:
Anderson & Associates, Inc.
Professional Design Services
Greensboro, North Carolina
NC Corporate License No. C-0867
JN 30078

AM Residuals Management Plan for Dobson WTP
TABLE OF CONTENTS
PAGE
A. PLAN SUMMARY
2
1.
Background
2
2.
General
2
3.
Residuals Generation and Treatment
2
4.
Disposal Site
3
5.
Transportation
3
6.
Record Keeping
4
APPENDIX A
Residuals Characteristics
1
APPENDIX B
Disposal Site
2
APPENDIX C
Hauling Route
3
luw OI%PR C Uot3D6 oo7s ENGWEERINGISTIJDYAPM30079 RESIpI1RL5 "G"T PLAN.poC%
TABLE OF CONTENTS 1

AM Residuals Management Plan for Dobson WTP
APPENDIX A
Residuals Characteristics
1. Testing was performed on the raw and finished water as an indication of potential
constituents present in the combined residuals from the plant.
2. Upon concurrence with the DRAFT plan, each of the separate residual streams
will be sampled and mixed to form a representative combined residual sample for
further analysis. TCLP testing will be performed to confirm that the waste is non-
hazardous and suitable for landfilling.

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July 30, 2012
Michael Frazier
Town of Dobson
PO Box 351
Dobson, NC 27017
RE: Project: Ww Testing 07/12/12
Pace Project No.: 92123987
Dear Michael Frazier:
Pace Analytical Services, Inc.
6701 Conference Drive
Raleigh, NC 27607
Enclosed are the analytical results for sample(s) received by the laboratory on July 12, 2012. The
results relate only to the samples included in this report.
Analyses were performed at the Pace Analytical Services location indicated on the sample analyte
page for analysis unless otherwise footnoted.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Terri Page for
MaryAnne Sims
[e-mail]
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
[phone]
Page 1 of 6

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Project: Ww Testing 07/12/12
Pace Project No.: 92123987
Asheville Certification IDS
2225 Riverside Dr., Asheville, NC 28804
Florida/NELAP Certification #: E87648
Massachusetts Certification #: M-NCO30
North Carolina Drinking Water Certificalion #: 37712
CERTIFICATIONS
North Carolina Wastewater Certification #: 40
South Carolina Certification #: 99030001
West Virginia Certification #: 356
Virgina/VELAP Certification #: 460222
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except In full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
6701 Conference Drive
Raleigh. NC 27607
[phone]
Page 2 of 6

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5aneAnalytcal
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Project: Ww Testing 07/12/12
Pace Project No.: 92123987
Lab ID Sample ID
92123987001 Raw
92123987002 Finished
Pace Analytical Services, Inc.
6701 Conference Drive
Raleigh, NC 27607
[phone]
SAMPLE ANALYTE COUNT
Analytes
Method
Analysts
Reported
Laboratory
EPA200.7
JMW
5
PASI-A
40CFR PART 432.2
EWS
1
PASI-A
EPA 351.2
JDA
1
PASI-A
EPA 353.2
DMN
1
PASI=A
EPA 365.1
JDA
1
PASI-A
EPA200.7
JMW
5
PASI-A
40CFR PART 432.2
EWS
1
PASI-A
EPA 351.2
JDA
1
PASI-A
EPA 353.2
DMN
1
PASI-A
EPA 365.1
JDA
1
PASI-A
REPORT OF LABORATORY ANALYSIS Page 3 of 6
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

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Project: Ww Testing 07/12/12
Pace Project No.. 92123987
Sample: Raw
Parameters
Aluminum
Copper
Iron
Manganese
Zinc
Nitrogen
Nitrogen, Kjeldahl, Total
Nitrogen, NO2 plus NO3
Phosphorus
ANALYTICAL RESULTS
Lab ID: 92123987001
Results Units
ND mg/L
0.13 mg/L
0.85 mg/L
0.073 mg/L
ND mg/L
0.71 mg/L
ND mg/L
0.37 mg/L
ND mg/L
Collected: 07/12/12 08:00
Report Limit
DF Qualifiers
0.10
1
0.0050
1
0.050
1
0.0050
1
0.010
1
0.70
1
0.50
1
0.020
1
0.050
1
Pace Analytical Services, Inc.
6701 Conference Drive
Raleigh, NC 27607
[phone]
te: 07/30/2012 02:31 PM REPORT OF LABORATORY ANALYSIS Page 4 of 6
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

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ANALYTICAL RESULTS
Project: Ww Testing 07/12/12
Pace Project No.: 92123987
Sample: Finished
Parameters
Lab ID: 92123987002
Results Units
Collected: 07/12/12 08:00
Report Limit DF
Aluminum
ND mg/L
0.10
1
Copper
MOO mg/L
0.0050
1
Iron
ND mg/L
0.050
1
Manganese
ND mg/L
0.0050
1
Zinc
ND mg/L
0.010
1
Nitrogen
ND mg/L
0.70
1
Nitrogen, lgeldahl, Total
ND mg/L
0.50
1
Nitrogen, NO2 plus NO3
0.38 mg/L
0.020
1
Phosphorus
1.6 mg/L
0.050
1
te: 07/30/2012 02:31 PM REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Qualifiers
Pace Analytical Services, Inc.
6701 Conference Drive
Raleigh, NC 27607
[phone]
Page 5 of 6

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Pace Analytical Services, Inc.
6701 Conference Drive
Raleigh, NC 27607
[phone]
QUALIFIERS
Project: Ww Testing 07/12/12
Pace Project No.: 92123987
DEFINITIONS
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to changes In sample preparation, dilution of
the sample aliquot, or moisture content.
ND - Not Detected at or above adjusted reporting limit.
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL -Adjusted Method Detection Limit.
PRL - Pace Reporting Limit.
RL- Reporting Limit.
S - Surrogate
1,2-Diphenyihydrazine (8270 listed analyle) decomposes toAzobenzene.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean -Up
U - Indicates the compound was analyzed for, but not detected.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each anayte is a combined concentration.
Acid preservation may not be appropriate for 2-Chloroethylvinyl ether, Styrene, and Vinyl chloride.
LABORATORIES
PASI-A Pace Analytical Services -Asheville
ANALYTE QUALIFIERS
D6 The relative percent difference (RPD) between the sample and sample duplicate exceeded laboratory control limits.
M1 Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery.
te: 07/30/2012 02:31 PM REPORT OF LABORATORY ANALYSIS Page 6 of 6
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

AM Residuals Mara ement Plan for Dobson WTP
A. PLAN SUMMARY
Background
The Town of Dobson is located in Surry County, North Carolina. The
Town operates a public water system which serves the community. Water is
supplied from a water treatment plant operated by the Town which draws water
from the Fisher River. The plant has a rated capacity of 1.5 mgd and was
originally constructed in 1967. There have been no significant upgrades to the
treatment plant since the original construction. The original design piped the
generated residuals and all basin drains to the storm sewer. This practice is
being discontinued at the plant.
2. General
The purpose of this Residuals Management Plan is to describe the new
procedure for disposal of the water treatment plant residuals from the Dobson
Water Treatment Plant. The residuals will be settled, dewatered, and then
hauled to the Surry County Landfill for ultimate disposal.
3. Residuals Generation and Treatment
The water treatment plant uses a conventional, coagulation, flocculation,
sedimentation, filtration, and disinfection process. As such, residuals are
generated from the removal of solids and the addition of chemicals during the
treatment process. The main sources of these residuals within the treatment
plant include:
Backwash from the filters
2. Rewash water from ripening of the filters
3. Accumulated solids from the sedimentation basins
While these sources consist mainly of dilute natural solids that have been
removed during treatment, chemicals added during the treatment process could
also occur within these sources. The chemicals added during treatment include:
4. Aluminum sulfate (alum), a coagulant
5. Lime, to raise pH lowered by alum
6. Chlorine, a disinfectant
7. Fluoride, a dental health supplement.
Other potential pollutants may occur in low concentrations in the raw
water and become more concentrated in the residuals. These might include any
elements that occur in an insoluble form. Testing conducted in July 2012
showed that iron, manganese, and copper are likely to be present in the
residuals.
The residuals will be treated at the water treatment plant in a settling tank
and dewatered through a belt press or filter container to reduce the volume of
residuals and ultimately the disposal cost. Water treatment plant residuals
1IAAGSOIIPROJECTSt30130078130078 ENGINEERINGISTUDAPERM078 RESIDUALS MGMT PLAN.DDCX 8/23/12
PLAN SUMMARY 2

AVM Residuals Management Plan for Dobson WTP
contain virtually no pathogens and therefore do not require stabilization before
settling and dewatering.
The settling tank used for treatment will serve several purposes. First, it
will act as an equalization tank allowing backwashing and sedimentation basin
cleaning to proceed when needed. Second, it will serve as a sedimentation tank,
allowing solids to settle out and the clear water to be decanted off. Third, it will
store the concentrated residual solids until they are drawn off for dewatering.
The concentrated solids (approximately 5%) will be dewatered in a belt press or
filter box to approximately 12-15% to pass the paint filter test. The volume of
water plant residuals anticipated to be generated is approximately 500 gallons
per day. Once this is dewatered, the weight of residuals to be disposed of in the
landfill is estimated to currently average 410 pounds per day, or 46 "wet" tons per
month. Without any significant changes in the treatment process, this could
increase to about 85 tons per month at the full 1.5 mgd water treatment plant
capacity.
Residuals will be sampled and analyzed to establish general
characteristics and also to analyze the potential for leaching toxic components
These results are provided in Appendix A.
The Environmental Compliance Supervisor (the "gatekeeper") at the
municipal landfill (as defined by RCRA Subtitle D) will collect TCLP data to
determine whether the waste can be accepted into the facility. If TCLP analytical
results are below the TCLP D-list maximum contamination levels (MCLs), the
waste will be accepted. If they are above these levels, the waste must be taken
to a hazardous waste disposal facility.
4. Disposal Site
The dewatered residuals will be disposed of at the Surry County Landfill
located at 237 Landfill Road, Mt. Airy, North Carolina. Surry County operates
this Subtitle D landfill. Appendix B provides information on the landfill and a letter
of intent from the landfill to accept the residuals.
5. Transportation
Dewatered residuals will be hauled directly from the Dobson Water
Treatment Plant to the Surry County Landfill on a schedule defined by the water
treatment plant operator. Residuals will NOT be mixed with other solid wastes
from the Town. The Town will either haul the residuals using their own
equipment and personnel or retain the services of a hauling contractor. The
hauling truck will be covered and suitably water tight.
The route to be taken by the hauler from the Dobson Water Treatment
Plant to the landfill (approximately 12 miles) will be as follows: From Prison
Camp Road, turn left onto US-601 BUS N and go 1.4 miles. Turn left onto US-
601 N/ Rockford Street and go 4.4 miles. Turn right to merge onto 1-74E and go
1.3 miles to Exit 13 (Park Drive) and turn left onto Park Drive. Take the first right
onto Sheep Farm Road and go 2.2 miles. Turn right onto Hiatt Road and go 0.8
miles. Turn right onto Landfill Road. Landfill is on the left. A map of the route is
included in Appendix C.
11AAGS01kPRQJECPER00078 RESIDUALS MGMT P"N.60G% 8/23/12
PLAN SUMMARY 3

AM Residuals Management Plan for Dobson WTP
6. Record Keeping
A manifest will be completed for each load of dewatered residuals from
the Town's water treatment plant delivered to the Surry County Landfill under
contract with Surry County. The County will use this manifest as a basis for
invoicing the Town for reimbursement of disposal fees. The County will be
invoiced by the Surry County Landfill as part of their total solid waste load under
the terms of their current contract with the landfill.
The contractor's driver will obtain weight ticket and landfill attendant's
signature at the time the load is delivered. Manifest and weigh ticket will then be
delivered to the Town office. The Town will then forward a copy of the weight
tickets to the County on a monthly basis so that an invoice can be prepared. The
Town will be invoiced at the current rate paid by the County (i.e., $38 /ton as of
July 2012).
IIAAGSOIIPROJECTS130130078130078 ENGINEE_RING{STUDYIPER130076 RESIDUALS MGMT PLAN.DOCX 8/23/12
PLAN SUMMARY 4

AWd Residuals Manaaement Plan for Dobson WTP
,PPENDIX B
)isposaf Site

Dennis Bledsoe
Interim- Director
Mr, Gary Crouch
Anderson & Associates, Inc.
100 Ardmore Street
Blacksburg, VA 24060
Phone: [phone]
Fax: [phone]
COUNTY OF SURRY
PUBLIC WQIMSS )DEPARTMENT
SoUd Waste:]Xviisi0>a
P.O. PDX 342
Dobson, NC 27017
Re: Town of Dobson
Water Treatment Residuals Disposal
JN 30078
Dear Mr. Crouch:
This letter of intent is provided as a follow-up to our telephone conversations regarding disposal
of dewatered water treatment plant residuals at the Surry County Landfill. We understand that these
residuals will be generated at the Town of Dbbson's municipal water treatment plant, and that the Town is
in the process of changing their current disposal methods. The residuals will consist of normal
concentrated solids removed during the treatment process and the residue of normal chemicals usad in
the treatment process. The waste will be dewatered and is not anticipated to contain hazardous material.
The Sury County Landfill can accept this type .of waste. We would be willing to accept this waste
for disposal under the following conditions: ,
1. TCLP testing shows that the waste is classified as non -hazardous.
2. The dewatered'reslduals pass the paint filter test.
3. The residuals are not mixed witli other solid wastes.
4. The waste is being disposed' of under a plan acceptable to the North Carolina
Department of Environmental Health and Resources.
This letter of intent is provided to document our willingness to accept the waste. A final
agreement will be executed once we have documentation that the waste is acceptable. Please keep us
informed of your schedule and intentions. Let us know -if we can be of further assistance.
Sincerely,
Dennis Bledsoe
Interim -Director of Public Works

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Surry County
Public Works
Dennis Bledsoe, Intermin Director
P.O. Box 342
Dobson, NC 27017
Phone: [phone]
Office Hours: Office Hours:
Monday - Saturday 8:00 - 4:00
Landfill And Convenience Center Locations
Surry County Landfill
Surry County operates a Subtitle D landfill located at 237 Landfill Road, Mt. Airy and is
available for the disposal of residential and commercial waste. Waste from the transfer
station is delivered to the Subtitle D landfill for final disposal. This location has a construction
and demolition disposal area. This is for the disposal of any building material (wood, metal,
drywall, vinyl, etc) or demolished buildings, plus cement and paving waste. An area is
provided at the Mt. Airy landfill for the disposal of tires (rims must be removed) and
appliances (white goods), and yard waste. Surry County operates thirteen
recycling/convenience centers. These centers are available for residential drop-off of
household waste and provide an outlet for recycling. These centers are not available to
commercial business waste disposal. All centers accept household waste for disposal.
Household waste consists of trash and food waste from the daily activities of a home.
Anything other than household waste such as wood, metal, or in general "spring or
basement" cleaning must come to the landfill at Mt. Airy. Users of the centers are
discouraged from bringing pickup loads of bagged trash to the centers for disposal. The
centers are not equipped to handle large loads. Large loads should be delivered directly to
the landfill "or transfer station" for disposal. No liquids or hazardous waste is accepted at any
of the County's disposal areas. Disposal methods of liquids and hazardous waste are
available from the source of purchase or the manufacturer of the product. Recycling facilities
at each center are available for newspaper, magazines, aluminum cans, glass bottles,
cardboard, and auto batteries. Glass containers should be rinsed dean. Newspaper,
magazines, and cardboard should be free of any foreign materials such as string, paper, or
plastic bags and should not be co -mingled with other paper types.
The Mt. Airy center has facilities for all paper types. Paper such as envelopes, color paper,
plain paper, paper with black or color ink are considered mixed paper and do not have to be
sorted. Computer paper is acceptable, but must be segregated from other paper. Also, the
Mount Airy Center accepts computers, televisions, fax machines, copiers, and other
electronics.
" Notice " Email correspondence is subject to the North
Carolina Public Records Law (NCGS Chapter 132).
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AM Residuals Management Plan for Dobson WTP
APPENDIX C
Hauling Route

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