WQ0002523_Application_20200629

RECEIVED
�By Nathaniel Thornburg at 3:24 pm, Jun 29, 2020J
Council Members
tiaxry Kaufman, Mayor Interim Toa n
Jimmie Accardi, Tice Manager
Mayor BEECH Bali Pudnry
Weidner bernerhy MOUNTAIN Town Attomen
hell}• ',\Ielang N O R 7 !i C A R d L I M A Stacr C. Eggers IN'
l nn Gou ea Etlstern Ame4,ico's Highest Town
.Tune 29, 2020
Mr. Nathaniel D. Thornburg
Branch Chief
North Carolina Department of Enviromnental Quality
Division of Water Resources
Non Discharge Penn it Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1635
Response To:
Application No. WQ0002523
Permit Application Return
Town of Beech Mountain DCAR
Distribution of Residual Solids
Watauga County
Dear Mr. Thornburg
In response to your pre -review comments of permit renewal Application No. WQ0002523, we
submit the following itemized responses:
1. Per Application Instruction D (FORM: DCAR 06-16), provide the required Program
information that shall include:
a. A narrative explaining the following:
• How the materials will be handled and transported from where the residuals were
produced to where it will be treated.
Please see attached.
■ How the residuals will he processed/treated (attach process flow diagram).
Please see attached
• How leachate collection will be handled.
Please see attached
• Where the residuals wi i 1 be stored until processed.
Please see attached
u.7,t,nxr. town f beechmoun ram. com

• What nutrients or other constituents (i.c_ phosphorous. aluminum, calcium etc.)
are used or recommended as the limiting parameter for determination of residuals
loading rate to ensure it does not overload the soil and cause contravention of
surface water or ground water standards, Iirnit crop growth, or adversely impact
soil quality.
Please see attached narrative.
b. A marketability statement detailing destinations and approximate amounts of the final
product to be distributed.
The destinations and appro-rintate amounts will be determined when the Town of
Beech Mountain has a use for the compost min In all, other cases, the Sludge is
hauled off to a municipal landfrlL
Either a label that shall be affixed to the bagged processed residual or an information
sheet that shall be provided to the person who receives the processed residual. The label
or information sheet shall contain, at a minimum. the Following information:
• Name and address of the person who prepared the residual that is sold or given
away.
Acknowledged
■ A statement that application of the residuals to the land shall be in accordance
with the instructions on the label or information sheet.
• Acknowledged
• A statement that adequate procedures shall be provided to prevent surface runoff
from carrying any disposed or stored residuals to any surface waters.
Acknowledged
• Information on all applicable setbacks in accordance with 15A NCAC
02T.1108(b)
• Acknowledged
■ A statement that the residuals shall be applied at agronomic or recommended rates
for intended uses.
Acknowledged
2. Per Application Instruction H (FORM: DCAR 06-16) and 15A NCAC 02T.11 10,
provide the required Operation and Maintenance Plan that shall include:
a. Operational functions, describe the operation of the program to show what operations are
necessary for the program to function and by whom the functions are to be conducted.
b. Maintenance schedules, may include equipment calibration, maintenance of signs, etc.
c. Safety measures: may include safety training program, manuals, signs, etc.
d. Spill response plan: including control, containment, remediation, emergency contact
information.
e. Inspection plan including the following information:

f. Names and titles of personnel responsible for conducting inspections.
g. Frequency and location of inspections. including those to be conducted by the ORC and
procedures to assure that the selected location(s) and inspection frequency are
representative of the residuals management program.
h. Detailed description of inspection procedures including record keeping and actions to be
taken by the inspector in the event non-compliance is observed.
i. Sampling and monitoring plan including the following information:
j. Names and titles of personnel responsible for conducting the sampling and monitoring.
k. Detailed description of monitoring procedures including parameters to be monitored.
1. Sampling frequency and procedures to assure that representative samples are being
collected. Fluctuation in temperature flow, and other operating conditions can affect the
quality of the residuals gathered during a particular sampling event. The sampling plan
shall account for any foreseen fluctuations in residuals quality and indicate the most
limiting times for residuals to meet pathogen and vector attraction reduction requirements
(e.g. facilities that land apply multiple times per year but have annual sampling
frequency, may need to sample during winter months when pathogen reduction is most
likely to be affected by negative temperatures.
We have in our possession, a comprehensive Operations and Maintenance handbook
If"hich includes the above guidelines
3. Per Application Instruction A (FORM: RSC 06-16), submit a completed and
appropriately executed Residuals Source Certification Form. The following items were
incomplete:
Please report the TCLP parameters in application Item 11.313 in milligrams per liter
(mg/L)
These parameters were reported in (mg/7). See Attached.
b, Complete Application Items 11.5a,11.5c, 11.5d and 11.5e.
See completed items 11. 5a,1L 5c, IL 5d and 11 5e.
c. Complete Application I1.7. (i.e., Pathogen Reduction).
See completed application I L 7.
d. Complete Application Item 11.8. (Vector Attraction Reduction).
See completed application item IL8
4. Per Application Instruction B (FORM:RSC 06-16). submit the following:
a. Quantitative justification for residuals production rate -A quantitative justification for
the value provided in Application item 1.8. Ensure that the amount of residuals listed
is the maximum amount expected to be generated by the facility for the life of the
permit. In addition, ensure that this amount is equivalent to that which is actually to

be land applied. distributed, and/or disposed, including any chemicals, amendments.
or any other additives that are added to the residuals during processing.
I trust that the above responses meet your approval. Should you have any questions or need any
additional information, please call.
Sin rely, f
Donald S. Moree, E.I.T.
Town of Beech Mountain

State of North Carotina
DWR
Department of Environmental Quality
Division of Water Resources
Divisions of Water Resources 15A NCAC 02T .1100 — DISTRIBUTION OF CLASS A RESIDU ALS
FORM: DCAR 06-16
I. APPLICANT INFORMATION:
1. Applicant's naive: Town of Beech Mountain
Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -awned Public Utility
❑ Federal ❑ State 0 Municipal ❑ County
Signature authority's name per l i1 SIC At [ C T .t i 106: Bob Pudnev Title. Town Manager
Applicant's mailing address: 403 Beech Mountain Parkway
City: Beech Mountain State: NC Zip: 28604-
Telephone number: [phone] Email Address:
2. Consultant's name: License Number (for P.E.):
Affiliation: ❑ On Stair ❑ Retained (Firth:
Consultant's mailing address:
City: state: Zip: -
Telephone number: (_) = Email Address.
3. Fee submitted: 0.00 (See Instruction B )
ti. PERMIT INFORMATION:
1. Application is for (check all that apply): ❑ new, ❑ modified, ® renewed permit
?. Lf this application is being submitted to renew or modify an existing permit. provide the following:
Pcrmit number: WQ0002523
Date of most -recently issued permit: March 13, 2015
Date of most -recently certified Attachment A (if different than the permit):
III. FACILITY INFORMATION:
1. Name of residuals processing facility: Town of Beech Mountain Residuals Composting Facility and Distribution Pro rran�
City: Beech Mountain State: NC Zip: 28604-
Coordinates: Latitude: 36 12' 49" Longitude: 81` 52' 30"
Datum: Level of accuracy:
Method of measurement:
County where facility is located: Watauga
2. Facility contact (person familiar with residuals preparation):
Name: Daniel Davis Title: Utilities Superintendent
Mailing address: 403 Beech Mountain Parkway
City: Beech Mountain State: NC Zip: 28604-
Telephone number: {8-M 387-9282 E-mail address: bmusLartownotbeechntountain.cont
FORM' DCAR 06-16 Page 1 of 3

3. Is the residual process facility also the generator? 0 Yes; ❑ No
If No. please specify delivery frequency and quantity of residual to be processed:
4. Length of residuals storage at facility: 600 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.)
1V. RESIDUALS QUALITY ENFORNLATION:
I . Specify how these residuals will be distributed:
® sold or given away in bags or other containers; ❑ lawn (bulk); ❑ home garden (bulk):
❑ other (explain):
Note: Bulk residuals shalt 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.
Complete the following if residuals are to be nixed with other materials:
l ype of Materials
Amounts to be added
per I.0 dry ton of residuals (dry ton)
W oodchi s
3:1
3. Approximate amounts of the residuals received and processed at the facility: NIA dry tans per year.
4. Approximate amounts of the final product (processed residuals) to be distributed: NIA 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): NIA
6. Does the facility have a stormwater management plan'? ❑ Yes: ❑ No
Explain whether the treatment and storage areas are under roof or how stormwater runoff will be handled: Drains into
Wastewater Treatment FacUitx
V. RESIDUALS SOURCE INFORMATION: (Required for all new_ renewed, or modified residuals source)
Complete and submit the attached Residuals Source Cerr;feution and all associated documentation.
El
RSC 06-16.doc
FORM: DCAR 06-16 Page? 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 o[' my knowledge. I further attest that to the best of my knowledge
the proposed design has been prepared in accordance with the applicable regulations. Ahltough certain portions ofthis 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 he 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 I � 1_ \CAC 0_' I _I) 10� .
® Yeti ❑ No. Explain,
Bob P
(signature Authority's Nance - PLEASE PRINT)
(Title)
attest that this application for Town of Beech Mountain Residuals Composting Facility and Distribution Center
(Fac.ilitv Name)
has been reviewed by one and is accurate and complete to the best of my knowledge. I understand that the Division o I' W ater Resources
mays 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 repel: and or criminal prosecution. I will make no claim against the Division of Water
Resources should a condition of this pen -nit be violated. I also understand that if all required parts of this application are tint 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 § 143-21.511A and ti 143-: 15.6B, any person who knowingly makes any false
statement, representation. or certification in any application shall be guilty of Class 2 misdemeanor, which may include a fine not to
exceed `];10.000 as well as ci)-il penalties up to $25,000 per violation.
Date: P z D
FORM: DCAR 06-16 Pagc 3 of 3

DWR
Division of Water Resources
I.
II.
State of North Carolina
Department of Environmental Quality-
Division of Water Resources
RESIDUALS SOURCE CERTIFICATION
FORM: RSC 06-I6
RESIDUALS SOURCE -GENERATING FACILITY INFORMATION (See Instruction B.):
1. Facility Name: Town of Beech Mountain Residuals Composting Facility and Distribution Pro am.
2. Facility permit holder is: ❑ Federal, 0 State. ® Local Government, or ❑ Private.
Facility permit issued by: ❑ Div. of Water Resources, D Div. of Environmental Health.
or Other (explain: ).
3. Facility contact person and title: Daniel Davis, Utilities Superintendent
Complete mailing address: 403 Beech Mountain Parkwa
City: Beech Mountain State: NC Zip: ?8604-.
Telephone number. [phone] E-mail address: bmustif,townotbeechmountain.com
4. Facility physical address: 364 Locust Ridge Rd
City: Beech Mountain State: NC Zip: 28604-
Coordinates: Latitude: 36 12' 49" Longitude: S 1- 52' 30"
Datum: Level of accuracy:
Method of measurement:
5. Purpose of the facility:
�j treatment of municipal wastewater. ❑ treatment of 100% domestic wastewater,
❑ treatment of potable water. E] treatment of 100% industrial wastewater,
❑ treatment of industrial wastewater mixed with domestic wastewater.
(approximate percentages: _ F % industrial and % domestic)
❑ other (explain: ).
h. Does the facility have an approved pretreatment program: Q Yes JR No
7. Facility permitte&design flow 0.40 MGD and facility average daily flow: 0.125 MGD
8. Average amount of residuals being generated at this facility 14 dry tons per year.
9. Specify the following regarding treatment and storage volumes available at the facility:
Type and volume of residuals treatment: NIA
Type and volume of residuals storage (i.e., outside of residuals treatment units): 16 Cu Yd
RES®UALS QUALITY INFORMATION (See Instruction C.):
1. Specify if residuals are regulated under:
C@ 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. othemise. the residuals are regulated under 40 CFR Part 257.
?_ Specify if residuals are defined under i 5_L N(- AC 02 l . 11(J2Af1) as:
S 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 l of 5

3. Hazardous Waste Determination: Complete the following to demonstrate that the residuals are no.n-hazardous under
RCRA: (Note - this item does not have to be completed for .Facilities that are less than 0.5 MGD in design now that treat
100% non -municipal. domestic wastewater only)
a. Are the residuals listed in 40 CFR §'-161.31-§261.33: ❑ yes N no -
If yes, list the nurnber(s):
b. Specify whether or not the residuals exhibit any of the characteristics defined by 40 CFR §261.21-
261.24: ❑ yes ® 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: Research and Analytical Laboratories, Inc. and Date of analysis: 9/ 17/2019
Passed corrosivity test: ® yes ❑ no, pH: s.u. (2 C pH r 12.5)
Passed ignitability test: ® yes ❑ no. Flashpoint: IF (> 140°F)
Passed reactivity test: Oyes ❑no. HCN: mg�kg (<250) & H2S:. mg/l-g (<500)
TCLP Parameter
Limit
Imgfll
Result
(Mg/1)
TCLP Parameter
Limit
(mg/l)
Result
Irng 1J
Arsenic
5.0
BQL
H exac hloro benzene
0.13
BQL
Barium
100.0
0.524
Hexaehioro-l.3-Butadiene
0.5
N/A
Benzene
0.5
SQL
Hexachloroethane
3.0
BQL
Cadmium
1.0
BQL
Lead
5.0
BQL
Carbon Tetrachloride
0.5
BQL
Lindane
0.4
N/A
Chlordane
0.03
N/A
Mercury
0.2
BQL
Chlorobenzene
i 00.0
BQL
Metitoxychlor
10.0
N/A
Chloroform
6.0
BQL
Methyl Ethyl Ketone
200.0
NI,A
Chromium
5.0
0.041
Nitrobenzene
2.0
SQL
m-Cresol
200.0
N.IA
Pentachlorophenol
100.0
BQL
0-Cresol
2WO
NIA
Pyridine
SA
NIA
p-Cresol
200.0
WA
Selenium
1.0
BQL
Cresol
200.0
NIA
Silver
5A
BQL
2.4-D
10.0
BQL
Tetrachloroethylene
0.7
BQL
1,4-Dichlorobenzene
7.5
BQL
Toxaphene
0.5
N'A
I..2-Dichloroethane
0.5
BQL
Trichloroethylene
0.5
BQL
I.I-Dichioroethylene
0.7
BQL
2.4.5-Trichlorophenol
400.0
BQ1-
2.4-Dinitrotoluene
0.13
BQL
2.4,6-Trichlorophenol
2.0
BQL
Endrin
0.02
N/A
2,4,5-T P (Silvex)
1.0
NA
Heptachlor and its Hydroxide
0.008
NJA
Vinyl Chloride
0.2
BQI.
FORM: RSC 06-16 Page 2 of

4. :Metals Determination: Complete one of the following tables (i.e.. x,; applicable) to demonstrate that the residuals do not
violate the ceiling concentrations for metals regulated under 15:1 NC'kC' 02T .1 105.
a. For Distribution/Land .4prWeation. Fill in the f'ollouring table with the results of the latest analyses (i.e., on a dry weight
basis) for the following metal parameters:
Laboratory. Research and Analytical Laboratories, In and Date of analysis: 9.,17i2019
Parameter
Ceiling
Concentration Limits
(CIaF-.4 & Clas -B)
(mglkv
Monthly Average
Concentration Limits
(Class A nnh')
(M91k9)
Result
(mSlkg)
Arsenic
75
41
< 4.14
Cadmium
85
39
0.901
Copper
4,300
1,500
130
Lead
840
300
17.4
Mercury
57
17
0.532
Molybdenum
75
n1a
5,71
Nickel
420
420
6.95
Selenium
100
100
r 4.14
Zinc
7.500
2,800
265
b. ForSur1ure DLvRasal Unit (landfill): Fill in the following table with the results of the latest analyses (ix- on a dry weight
basis) for the following metal parameters:
Laboratory: and Date of analysis:
Distance from Disposal
Unit to Boundary to
Closest Property line
(ntele s, rhe(k mite)
Arsenic
(mgA-g)
Chromium
(mglkg)
Nickel
(mglkg)
❑ > 0 but < 25
30
200
210
❑ = 25 but < 50
34
220
240
❑ ? 50 but < 75
39
260
270
❑ - 75 but < 100
46
300
320
❑ ? 100 but < 125
53
360
390
❑ ' 125
62
450
420
Result (mglkg)
FORM: RSC 06-16 Page 3 of 5

5. Nutrient/Micronutrient Determination: Complete the following:
a. Total solids: 24.1 Uin.
b. Fit] in the following table with the results of the latest analyses (i.e., on a dry weight basis) for the following nutrient and
mtcronutrtent parameters:
Laboratory- Research and Anal i al Laboratories. Inc and Date of analysis. 9117+2019
Parameter
Result
(mglkg)
Aluminum
5720
Ammonia -Nitrogen
2740
Calcium
4360
Magnesium
1700
Nitrate -Nitrite Nitrogen
730
PH (Standard Emit)
6.65
Phosphorus
1640
Potassium
1450
Sodium
266
Total Kjeldahl Nitrogen
5400
Using the results fisted in Item 11. 5b, above, calculate the sodium adsorption ration (SAR): 0A214
)Note: If residuals contain SAR of 10 or higher, the applicant shall obtain recommendations frotn the local Cooperative
Exterision 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 die plant available nitrogen (PAN) of the residuals: 10 This
rate is a (check one): ❑ default value, or 0 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 (11) Year PAN
Five -Year
Maximum Adjusted PAN
(mglkg)
f rnglkgl
Surface
2103 mg/kg
2103 mg/kg
Injection/incorporation
NIA
NIA
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: No
FORM: RSC 06-16 Page 4 of 5

7. Pathop-en Reduction: Per I i A N(_'All 'i TI .1 106, specify how residuals will meet the pathogen reduction requirements:
a. For Distribulio► lLund Aloticadon of 0mvs A or Eguivalenr:
® A fecal colifornt 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} grams of total dry solids.
AND one of the followings (except for non -biological residuals):
❑ Alternative I [I5A NCAC 02T.I 106(b)(3)(A)] - Time/Temperature Compliance.
❑ Alternative 2 [15A NCAC 02T. l 106(b)(3)(13)] - Alkaline Treatment.
❑ Alternative 3 [15A NCAC 02T. 1106(b)(3)(C)] - Prior Testing for Enteric Virus:'Viabie Helminth Ova.
❑ Alternative 4 [ 15A NCAC 02T. 1106(b)(3)(D)] - No Prior Testing for Enteric Virus/Viable Helminth Ova.
❑ Alternative 5 [15A NCAC 02T.I ln6(b)(3)(E)-(It)] - Process to further Reduce Pathogens (PFRP).
Specify one: 59 composting, ❑ heat drying, ❑ heat treatment,
El thermophilic aerobic digestion, ❑ beta ray irradiation.
❑ gamma ray irradiation. or ❑ pasteurization.
h. !•irr Lanrl.anplic;rrtiu►r erf'Cluss B:
❑ Alternative i [ I. 5A NCAC 02T.I 106(c)(1)] - Fecal Coliform Density Demonstration.
❑ Alternative 2 [15A NCAC 02T.1106(c)(2)] -Process to Significantly Reduce Pathogens (PSRP).
Specify dine: ❑ aerobic digestion. Ej air drying, Elanaerobic digestion.
❑ composting, or Ll lime stabilization.
For Surface Disposal:
❑ Select One of the Class A or Equivalent Pathogen Reduction Alternatives in Item 11, 7a. above.
❑ Select One of the Class B or Equivalent Pathogen. Reduction Alternatives in Item 11. 7h. above.
❑ Exempt -If Daily Cover Alternative is chosen in Item U.S. below [15A NCAC 02T.1 106(a)(2)].
❑ Not Applicable - Non -Biological Residuals with NO Domestic Wastewater Contribution.
S. Vector Attraction Reduction (VAR). Per i5A NC A( 02 I.1 107. specify how residuals wit meet the VAR requirements:
❑ Alternative 1 [I 5A NCAC 02T. l 107(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 115A NCAC 02T.1 107(a)(3)] - 30-Day Bench Scale Test (Aerobic Digestion).
❑ Alternative -1 [ 15 A NCAC 02T. 1107(a)(4)] - Specific Oxygen Uptake Rate Test (Aerobic Digestion).
® Alternative 5 f I5A NCAC 02T. I 107(a)(5)] - 14-Day Aerobic Process.
❑ Alternative 6 [15A NCAC 02T. i 107(a)(6)] - Alkaline Stabilization.
❑ .Alternative 7 [15A NCAC 02T.I 107(a)(7)] - Drying of Stabilized Residuals.
❑ Alternative 8 [ 15A NCAC 027-.1107(a)(8)] - Drying of Unstabilized Residuals.
❑ Alternative 9 1 15A NCAC 02T.1107(a)(9)] - Injection.
❑ Alternative 10 [ 15A NCAC 02T.1 107(a)(1 O) j - Incorporation,
❑ Alternative for Surface Disposal Units Only - Soil/Other Material Cover [ 15A NCAC 02T.I 107(b)(2)].
❑ Not Applicable - Non -Biological Residuals with NO Domestic Wastewater Contribution.
Note: For animal processing residuals- only alternatives 9 or 10 may be chosen due to the nuisance conditions that typically
occur when these residuals are applied and left on the land surface.
FORM: RSC' 06-16 Page 5 of 5

RESIDUALS SOURCE FACILITY SUMMARY
Applicant's name: Town of Beech Mountain
Status Maximum Dry Tons Per Year
Codes Facility Permit Holder Facility Name County Permit Number
Current ° Proposed
R Town of Beech Mountain Pond Creek WastewaterTreatment Plant Watauga WQ0002523 14
Status (rode for source facility are: 4 N (New) • R (Renewed) 4 M (M(xiitied) • D (Deleted)
sThe amount of n iduals currently permitted fior distribution, land application. or disposal (i.e, not a3pplicah1e to new Facility),
SUMMARY FOR FORM: RSC 06-16 Page 1

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:a
LLI
< -1 f
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Z
L LuQ
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ne
FIGURE 6-1
POND CREEK WWfiP

Or
mwry
T-
•� �. OutLf all 001 -.
ix.
40--Oe
e 7r.
�A'
Ae
n D# Beech MvuntaMountain�------, :._.. -- : Facility
Y3VV
Pond Creek y►r WTP LoCati�t�
'.�'ia LF �1-.. k?�i=+'• �__ f�»`�. �' .l ._�� vim- �� ^_�•_� �___-_ - •_ -�_.- _.-

Process Flow Narrative For Residuals If Not Composted
1. Residuals generated by the operation of Beech Mountain Wastewater Plant.
2. Residuals then stored in digester to thicken and prepare for pressing.
3. After pressing with belt press, residuals are stored temporarily in covered metal
Container.
4. Fully intact covered metal container then hauled off to municipal landfill where
residuals are deposited.

Process Flow Narrative For Residuals If Composted
Residuals Sampling/Monitoring Plan for Fond Creek compost
The compost is mixed at a 3:1 ratio. The mix is tested for pH, % moisture at the time of mix.
Temperature is measured twice per day at two different points of the pile.
Amer 28 days, the mix is turned and goes through 28 more days, twice per day temp reading.
At the end of this phase, the mix is moved to the storage pad for 30 days.
At this point, the mix is sampled for 543's and pathogens. In the event that the solids did not
compost or there is not enough to compost, they will be hauled off to the municipal landfill.
The mix is not allowed to leave the facility until the mix passes all required testing.
The Town of Beech Mountain will retain ownership of the mix and keep in their sole possession
for specific use on town projects.

RESEARCk & ANALyTIICA1 Report of Analysis
LA ®RATORIES, INK. 10110/2019
0145kllkkp*o,
�& A N 4f'j�
For: Water Tech Labs, Inc. i�+A���-- �•r
P.O. Box 1056
Granite Falls, NC 28630 NC#34 ` -
Attn: Joe Gragg 41
Qftt
y*'F'; QED i► + � �4��`
Ghent Sample IQ:
Pond Creek Sludge Town of Beech Mtn
Lab Sample ID:
72307-01
Site:
Water Tech Labs
Collection Date:
9/17/2019 8:20
Parameter
Method
Result
Units
Analyst Analysis Datealme
PAN
Calculation
2900
% Sollds
SM 2640B
24.1
%
AW
9/24/2019
Total Kjeldahl Nitrogen SM 4500 N Org B-1997 (NH3
5400
mglkg
FK
101212019
o-i 997)
Ammonia Nitrogen
SM 4500 NH3 D-1997
2740
mglkg
FK
1012/2019
Total Phosphorus
SM 4500 P E
1640
mg/kg
LJ
101912019
Nitrate -r Nitrite
SM4500 NO3E
730
mglkg
DW
10/312019 1640
Aluminum, Total
SW W SOIOD
5720
mglkg
JF
g125/2019
Arsenic, Total
SW 846 601 OD
<4.14
mglkg
JF
9125120-f 9
Cadmlum, Total
SW 846 601 OD
0.801
mglkg
JF
9/25/2019
Calcium, Total
SW 846 60100
4360
mglkg
JF
9/25/2_019
Chromium, Total
SW 846 6010D
27.4
rnglkg
JF
9/25/2019
Copper, Total
SVV 846 6010D
130
mglkg
JF
9/25/2019
Least, Total
SW 846 601 OD
17.4
mglkg
JF
9/25/2019
Magnesium, Total
SW 846 6010D
1700
mg/kg
JF
912512019
Molybdenum, Total
SW 846 601 OD
5.71
mglkg
JF
912512019
Potassium, Total
SW 845 60100
1450
mg/kg
JF
9/25/2-019
Selenium, Total
SW 846 501 OD
<4.14
mglkg
JF
912512019
P.0. Hox 473 106 Short Street Kernersville, North Carolina 27264 Tei: 336-996-2841 Fax: [phone] www.rarid aIabs.corn Page i

10
R ESEARCh & ANALyTICAI
LAboRATORIES, INCQ
Ciient Sample ID: Fond Creek Sludge Town of Beech Mtn
Site:
Water Tech Labs
Parameter
OLGA
^Zinc, Total
SW 846 60110D
Mercury, Total
SW846 74716
Cyanide, Total
SW846 9014
Bickel, Total
SW846 Method 6010 C
Sodium. T otai
SW846 Method 6010 C
PH
SW846 Method 9045
Report of Analysis
10/10/2019
Lab Sample ID:
72307-01
Collections date:
9/17/2019 8:20
tesult
Units
ApAh st Anal is Dateffime
265
rngfkg
JF
9/25/2019
0.532
mglkg
MM
9125/2019
2.91
mglkg
EE
9/24/2019
6.95
tnglkg
JF
9/25/2019
266
mglkg
JF
9/25/2019
6.65
Std, Units MM
9/23/2019 1645
NA =nor ❑nolyzed
P.0. Box 473 10e Short Street KemersviRe, North Carolina 27284 Tal: 336.996.2641 Fax: [phone] wvrw.raszdaiabs.com Pane

Research & Analytical
Laboratories, Inc.
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RESEARch & ANA YTICAL
UbouTORks, INC.
~Ccvp-.asess Comira fons
Chendc l Analysis for Selersed Parameters and Sampling Locations ldeniffied as Pend Credo Wedge Town of Peed Min
(A Wafer Tern Lugs Projer:, colleted 17 September 2819)
I. Scm1-Volatile Orpnks
{quotation Poad Cserlc Sludge
EPA Method 8:70 BNA Limit
Parameter lmFikc
AirWPhdl=
0320
$OL
Au+oavle'x
O.W
Sal.
Acthrmce
0330
SOL
Bc=ak Add
6.6m
BOL
Bauofnk%ds%Me
0.330
ROL
BCMUO1lfu[ruww�
0330
BpL
Beaxail4flwmmh=
0330
RQL
Beaso[ph1)veryha
03"
BQL
Bern(ejpyrene
0330
BQL
L;eaxvl AI=M1
3330
BQL
F3is[2rhlorotihpty]rnG[haec
0330
BQL
Sid:-chlomeOtiyV er
A330
BQL
Bisr2icaa rooylxmc:
0330
BQL
9isTlcilvi leexYd]G>sthal�x
0- 30
SOL
i-Br*=M 0 0.hcayI ocher
0330
SOL
fimtyl 6l*Iobouk?z
0330
BQL
IAW
WL
i-Chiuta-3-ixSlrylpWs,u1
DA30
BOL
:.C81mm�htfre•
0330
SOL
2.C3almv��aa1
0.330
BQL
41lkaphc yl phe . i e[ba
0330
BQL
th,y—
0330
BOL
M''i Cl=O(& 'Afte --=
0330
LkQL
1316=—fi—
0330
BQL
QFH•B[ayl 09tath e
0 330
BQL
12-13165mbeume
0330
8QL
O-Dl^ch -
0.330
BOL
1,4.DkbImalcr K
0330
BQL
3.3-Okbknbaddin_
0.6w
BOL
2,4-Dkhi cl
0330
BQL
DiedifthdaWm
Dam
ROL
2 4-bbuv*yli)h=W
0.330
84d.
F3irwkl ph&kN
0330
BQL
4.6-f bu,24reihylph 1
F.650
BQL
2,+Dkdlmpb—I
[.550
SOL
Z44XrrM%54e%c
a"
SOL
7,6- nicrachlmb
033a
Bail
Qi-N-0eh'I lfiUuiar_
0333
SOL
Ambenzaw
3330
SQL
F3tmrsMkil:
03"
SOL
Flim cm
0.330
BQL
Ho2atwoecE auc
Oj"
SQL
i-==htrnohmsE a
0330
BQL
0330
SOL
A330
BQL
bdvk f 3,3-A pS*mw
0330
BQL
tuxurc+ye
DIX
BQL
2.Mz&A f=%Lkak=
0330
BQL
2-hMedrrlphmol
1.00
BQL
4-Melhr4pucnel
1.650
SQL
Tiitivhnmzm
0.330
BQL
2-Nlvupiurw
0334
SOL
+ IJitroCl etml
1.654
BQL
hYNipasos%�8e
0330
SQL
1�i-roraacdiarflrupyluni�
0330
BQL
poatrctSare%tcm!
1.550
8OL
P'ndtH.^ne
0330
BQL
Pt eaal
iDJ30
BQL
F'yrcx
0330
SOL
i.2,4�T�s
0330
BQL
2A(-7l:,a4Mv*=i
0330
BOL
2-AScdhy".&&=DwI --"l
1,550
BOL
BunaMIA.
I.650
BOL
la-D4phpirlhydmdh
1.650
BQL
N•Nl=mdb=ft4=lw
0330
BQL
Noowcze
0330
BQL
N rviiae Fecwt 1
SaMPIC KUMW
72307-01
Sam pin Dkie
04 I M S
Sam pie rime (hn)
0220
iDurc Eriraered
M73119
fmta Aanrpmad
09C19119
Tfma Aaalyxed
1837
surm"10 Recovery
R-V
fLBinorapi[eaof)
(21-110PA)
673E
(PbtaoW)
(1011056)
71%
(Nit-baml t- )
(33-114%)
$4%
[2,4,6-Trfbmmep6mnF}
(10123 v)
81%
(2-Piue"blpbmyl)
(43-1 t6%)
74%
(A-TerptseeyW14)
(33-[3I3Ej
97%
n; �Ikg au7hgtenes 0[%' ittirgsrl = parts ps %til}iQn [D>~ml
BHA RUT NeMml Acid R=zclabk2
BQL - Below Q".iWjpM,, lef1[s

R E5 EARch & AMA UYT[CA I
LAbURATORi ESi INC.
Annlytieol/Process C:onsultvlions
Toxicity Characteristic Leachute Procedure (TCLP) Analysis of Sample Ideniihed 95 Pond Creek Sludge'Town of Beech llltn
(A Water Tech Labs. Inc. Project, collected 17 September 2019)
Pund Creek Sludge
Town ofBeeele Nltal
EPA HW Quandtatina Results Characteristic
Number Contaminant Limitfrm��L) (mg![,) Level(my/W EPA Method
L TCLP METALS
D•004
D-005
D-006
D-077
D-DOS
D-009
D-1010
D-011
IL REACTivrrY
0-003
D-W3
Ill• CORROS1V[TY
D-002
lV. iGNITAISILITY
D-001
Arsenic
0A I D
BQL
5.00
6010
Barium
0.010
0,524
100
6010
Cadmium
0.005
BQL
1.00
Ell 10
chmmi in
0.010
0.041
5M
6010
Lend
0.005
i3QL
5.00
6010
Mertury
0.0020
13QL
0.20U
7470
SvIcnium
0.100
13QL
I .oD
WO
D
Silver
0.010
BQL
5.00
6010
Cyanide
Sulfide
PH
ignitrmbility
Sample Number
Sample hate
Sample Time (Irrs)
Sample Maiflx
I.00
5xo
Sid, Units
SQL
BQL
6.65
WNI
7?3D7-Di
09/17/19
0820
Solid
my/i.
WN[ - Will Nat 1)Lnilr
mglr:g miIligmim Pv UagL ._ purls rwr milfim. fppm)
oU[. 0vhIw Qu3nlllclsan L,}miu
9010
9030
9045
1010

RESEARCh & ANAtyTfCAL
3' Ub fIATORlES, INC,
Artnsyt1C011p'rOCeW COrlsillfp}Idns
ChRmicai A. dMis for Selected Parameters and Sasrplirtg Locations Identified as Pond Oeek Sludge Fawn of Beach Min
(A Water Tech Labs Project, cnlrected 17 Solotember 2019)
I. vosairie organics
Quantitation
Pond Creek -Sludge
EPA Method 8260 8
Limit
Parameter
rmanke>
(msYke
Amlta
0.100
SOL
Beneam
0.005
BOL
Bromobenxrtic
01005
BOL
BromoehloMMO'ham
0.00S
BQL
3mrcm*Ch1oromntllaae
8,005
SQL
9mmarerm
0.005
BQL
8romerneliunc
O.OiO
SOL
2-BuUngnc
0.l90
gal
N-3v1YN l=C
0.003
BQL
SeaBulyYoeareae
0.005
BOL
Ter1 Eusyibera
0.0a5
51+L
Car4an Tnuhln4&
0.010
BQL
Chh"Oberang
a.aos
Iliw*=wwMw nr a0
ChNmmhwA
0.005
L
ROL
Chlomemt
0.0L
U05
AL
SO
Chimvnlxlt�z
0.01010
ROL
2-Clihzmw1ucgc
0_00S
BOL
4-akaata[um
0.005
BQL
1,2-Dikinnoelh w MD35
0.005
SQL
1,2-1iefdombm=0
ams
SQL
1.3-Dkb1cmbeomne
0.003
BQL
1,4-Dkislembeezmc
0.005
BQL
RichEWodililmromainmtic
0.005
SQL
l,i•Il[sbiarcdltute
0.005
ROL
1,2 pEch[oroesFdzne
0.005
SQL
I,I-Dichloroeehcne
0.005
GQL
Us- I_:-D1chlaroeircsle
D.005
BQL
Trans• 1.2-13khlometd eras
Ox�05
BQL
1.2rDichlommpeic
ra005
ROL
1.3•DIC [otapsapuia
0.00
DOL
x Biehlom[wync
A005
SOL
[,1•Ilishlorvptoyrase
0.005
SQL
Cis 1 3-Dirh[omptupenc
ao10
BQL
Trans 7 3-I?Fch[o�car+aonc
0.010
gQL
Stby1 Acalatc
0.010
130L
Myl Ecruene
0.005
SQL
2-H=mnare
0.050
BOL
j.F=v Pbenmte
0.005
BQL
lmogmpY) caber (iFE'r
0.010
ROL
P-LMprow1wwam
0.005
BQL
luTetirylrrte 1=hia;lde
0,020
SOL
1-mahy�-2-?=mnono
0,100
BQL
Methyl-Ten-etay) ethdr (MTBE)
0.010
SOL
1 iaphtbalcnc
0.010
BQL
N-lhapyHunzcc
o.r05
84L
Sryrm.e
0.010
SOL
I,1.2,2-Tcanrb loroeLhene
&005
B 0L
Tat=1Ummc1mr_
OX5
gQL
Toluene
0.003
BQL
1.1 J-Trich1wecthure
Q005
SQL
1, I2-Texhlaraclitraee
0,005
ROL
TrichIarac[h=
0.005
gQL
Trishlonfl= mnoftma
0.005
BQL
1.2.3•Trlchlerobenzam
01n05
BQL
1.2A-T&hlmobeezcnc
0.005
130L
1,7}Tdchfovptvgi,e
0,015
BQL
1.2.4.7rimrlhy1kenu,*
0.005
BQL
l,3,5•Tnmctlrylbarzme
0.005
BQL
Vinyl Ace4ae
0.050
Vinyl Chlaridc
O.O1Q
SOL
_TQW 7lYlener
0.005
SQL
Carbon Disulrl&
0.la0
spi
A.cryleniff's1e
8.200
BQL
Tama 1.4-0iehlom-2.btaenc
0,100
SOL
MrOryl ladidc
0.010
110L
Dihmf wmcth=
0.010
BQL
1.1,.E Fehacllomdhene
0.005
BQL
[ 2.17i�nnmo-3 Chkvc�ece[pBCPI
0.023
80L
fMaijao Fouar
1
Sample Namber
Ssmp[e Dale
72307.0I
sample Time (bra)
09/17/19
Date Analysrd
0920
Time Analyud
09126ti 9
Sur ragata R--ry (DRF M)
R=gc (70-130%)
2104
119%
Surrogate Rceovm (Toluene -de)
Range (70-130%)
91 %
SormPle Recovery (4.BFB)
Range (70-130%)
98%
mey4rrJ110WsD6klio3mm-own poxmillionfp;m)
3Q= 8cfow �wcularFon Limils
Ile arcs

TOWN OF BEECH MOUNTAIN
December 5, 2014
N CDE—NR
DWQ
'tan Discharge Branch
To Whom It May Concern'
Residuals Sampling/Monitoring Plan for Pond creek compost
The compost is mixed at a 3-.1 ratia. The mix is tested for pH, % moisture at the time of mix.
Temperature is measured twice per day at two different points of the pile.
After 28 days the mix is turned and goes through 26 more days. 2/day temp.
At the end of this phase the mix is moved to the stora-ge pad for 30 days
At this point the mix is sampled for 503's and pathogens. Lri the event that the solids do not compost or
thew are not enough to compost they will be hauled ro the landfill.
The mix is not allowed to leave the facilitp until the mix passes all testing.
If you need additional information feel free to contact me at 828-387-4724.
Sincerely,
Robert Heaton
WWI`P ORC
4173 BEECH MOUNTAIN PARKWAY 9ERCH MOUNTAIN N.C. • 29604
PIJC)Nfi: 828-367-4724 FAR: 828-387-4862