WQ0000430_More Information (Received)_20200415

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State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
ft
'C LAND APPLICATION SITE CERTIFICATION
INSTRUCTIONS FOR FORM: LASC 08-11
Please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these
instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of additional
information requested. Failure to submit all of the required items will lead to additional processing and review time for the
permit application. Unless otherwise noted, the Applicant shall submit one original and two copies of the application and
supporting documentation
For more information or for an electronic version of this form, visit the Land Application Unit (LAU) web site at.
http: //portal. ncdenr. org/webhvg/aps/lau
General — This certification provides detailed information of receiving sites for land application of Class B residuals (may include
water treatment plant or other type residuals) in accordance with 15A NCAC 02T .1100. Do not submit this certification for review
without a corresponding application form (FORM: RLAP 08-11 or FORM: SDR 08-11).
Unless otherwise noted, the Applicant shall submit one original and two copies of the application and supporting documentation listed
below.
A. Land Application Site Certification (FORM: LASC 08-11):
® Submit the completed and appropriately executed Residuals Source Certification (FORM: LASC 08-11) form. Please do not
make any unauthorized content changes to this form. If necessary for clarity or due to space restrictions, attachments to the
application may be made, as long as the attachments are numbered to correspond to the section and item to which they refer.
® For new or renewed permits, submit the requested information for all land application sites.
® For modified permits, submit the requested information for only those sites that are new, transferred or affected by the
proposed modification.
B. Land Application Site Information:
® The status of the land application site with respect to this residuals land application program must be provided in table L The
status categories and their corresponding codes are as follows:
♦ New (N) ♦ Renewed (R) ♦ Modified (M) ♦ Transferred (T) ♦ Deleted (D)
® Attach the following in accordance with each status code:
Status Code
Required Item
N
R
T
M
County Manager
Notification
W y
Land Owner
Agreement
(If applicable)
Setback Waiver
Agreement
An updated vicinity/setback map in accordance with the "Map Guidance
for Residuals Land Application Permits"
✓
✓
✓
A soils and agronomic evaluation in accordance with the "Soil Scientist
✓
Evaluation Policy"
An updated accounting of the land application site's cumulative
✓
✓
pollutant loading rates (CPLRs)
INSTRUCTIONS FOR FORM: LASC 08-11 Page 1 of 3

Required Item
Status Code
N
R
T
M
For previously permitted sites without a soil series name indicated in the
Attachment B, submit County Soil Survey Map (or equivalent) clearly
✓
✓
✓
indicate the location of the land application site and in accordance with
the soil map requirements in the "Soil Scientist Evaluation Policy"
Acknowledgement of field transfer from Permittee relinquishing field
✓
Acknowledgement of field transfer from Land Owner (Fields may not
✓
be permitted to multiple Permittees over the same time period)
* This item may be required for land application site with a status code "M", please contact the Division if you need assistant in
determining attachment requirements.
® Crop Type should include the most likely crop types for the life of the permit (five years).
® Predominant Soils Series Name must be either the name of the soil indicated in Attachment `B" of the existing permit, or
name of the soil series as provided by the licensed soil scientist.
® Predominant Soil Mapping Unit or Representative Slope: Either the Soil Mapping Unit or the representative slope of each
site must be provided. The predominant soil -mapping unit must be consistent with the predominant soil series name. Please
note that the soil mapping units are variable between Counties, so care should be taken in properly identifying the correct
mapping unit. If a representative slope is provided, it must be determined accordingly:
® For sites previously permitted for use, but do not have an established soil mapping unit (the mapping unit provides
information on both the soil series name and the slope of the soil), the Applicant may determine the representative slope
by using the average slope provided in the County Soil Survey (or equivalent). A soil type with a slope range of 4 - 8%
would have a representative slope of 6%.
❑ New Sites to be permitted must have slopes determined as part of the soils report prepared by a licensed soil scientist.
® Acceptable methods for determining location coordinates (i.e., latitude and longitude) and their corresponding codes are as
follows:
• Address Matching (ADD) • Digital or Raw Photo Extraction (EXT)
• Aerial Photography with Ground Control (AER) • Geodetic Quality GPS Survey (GEO)
• Cadastral Survey (SUR) • LORAN-C Navigation Device (LOR)
• Conversion from Coordinate Plane (CP) • Navigation Quality GPS (GPS)
• Conversion from Township -Section -Range (TSR) • Remote Sensing (RS)
• Conversion from Universal Trans Mere (UTM) • Zip Code Centroid (ZIP)
• Map Interpretation by Digital or Manual Extraction (MAP)
C. Waterbody and Classifications Information: (new sites only)
® Use an 8.5 by 11-inch copy of the portion of a 7.5-minute USGS Topographic Map to identify the location where the
residuals program activities are planned to occur as well as the closest downslope surface waters as clearly as possible. Each
map portion must be labeled with the map name and number, the identified location, and be of clear and reproducible quality.
® Surface water body classifications information may be found at: http://portal.ncdenr.ora/web/wq/�s/csu
❑ Any questions concerning the waterbody and its classification, please contact the Division's regional offices.
❑ A list of the Division's regional offices, their county coverage, and their contact information may be downloaded at:
http://portal.ncdenr.ora/web/wg/home/ro
❑ General Instructions: There are 17 river basins in North Carolina. Each basin has associated waterbodies with assigned
subbasins, location descriptions, stream index numbers and established classifications.
1. Identify the project area on a 7.5 minute USGS topographical map (an 8.5 x 11-inch sheet showing the project area
should be submitted with the permit application regardless of whether a Stream classification was completed).
2. Determine the names of all the closest down slope surface waters from the project site. For unnamed tributaries, see
Table 1: Unnamed Tributaries Entering Other States or for Specific Basin Areas. Label any unnamed tributaries as
"UT to stream name" as the waterbody name.
3. Open the link hU://h2o.enr.state.nc.us/bims/reports/reportsWB.htrnl. If this link does not work, open
http://portal.ncdenr.org/web/wg//s/csu/classifications and download weekly -updated classification lists for named
waterbodies.
❑ Stream Classification Process: One of the options below may be used depending on the known initial project information.
❑ KNOWN BASIN WHERE CLOSEST DOWN SLOPE SURFACE WATER IS LOCATED
1. Select proper basin from the List all Waterbodies in Error! Objects cannot be created from editing field codes.
Basin sorted Error! Objects cannot be created from editing field codes. report. Sort hydrologically as this will
provide the proper location descriptions if multiple runs.
INSTRUCTIONS FOR FORM: LASC 08-11 Page 2 of 3

2. Locate the name of the identified waterbody (from General Directions) on the list.
3. For multiple listings of the same waterbody name in the report, select and verify the location description. The term
"source" in the description means the beginning of the waterbody segment (most upstream point).
4. Record all Basins, Stream Index Numbers and Classifications applicable to the project.
❑ KNOWN COUNTY WHERE CLOSEST DOWN SLOPE SURFACE WATER IS LOCATED
1. Select the proper county from the List all Waterbodies in Error! Objects cannot be created from editing field
codes. county, hydrologically report.
2. Locate the name of the identified waterbody (from General Directions) on the list.
3. For multiple listings of the same waterbody name in the report, select and verify the location description. The term
"source" in the description means the beginning of the waterbody segment (most upstream point).
4. Record all Basins, Stream Index Numbers and Classifications applicable to the project.
❑ UNKNOWN BASIN WHERE CLOSEST DOWN SLOPE SURFACE WATER IS LOCATED
1. Use the Clickable basin map to hydrologically sorted list report.
2. Click on the approximate project location to bring up the hydrologically sorted list.
3. Locate the name of the identified waterbody (from General Directions) on the list.
4. For multiple listings of the same waterbody name in the report, select and verify the location description. The term
"source" in the description means the beginning of the waterbody segment (most upstream point).
5. Record all Basins, Stream Index Numbers and Classifications applicable to the project.
❑ Notes on index number and unnamed streams:
Unnamed Streams 15A NCAC 02B .030l(i).
❑ Any stream which is not named in the schedule of stream classifications carries the same classification as that assigned
to the stream segment to which it is tributary (at the point of entry) except:
(A) unnamed streams specifically described in the schedule of classifications;
(B) unnamed freshwaters tributary to tidal saltwaters will be classified "C"; or
(C) after November 1, 1986, any newly created areas of tidal saltwater which are connected to Class SA waters by
approved dredging projects will be classified "SC" unless case -by -case reclassification proceedings are conducted.
❑ The following river basins have different policies for unnamed streams entering other states or for specific areas of the
basin:
Unnamed Tributaries Entering Other States or for Specific Basin Areas
Hiwassee River Basin
Streams entering Georgia or Tennessee shall be classified "C Tr."
Little Tennesse River
Basin And Savannah
River Drainage Area
Streams entering Georgia or Tennessee shall be classified "C Tr." Such streams in the Savannah
River drainage area entering South Carolina shall be classified 'B Tr."
French Broad River
Basin
Streams entering Tennessee will be classified "B."
Watauga River Basin
Streams entering the State of Tennessee are classified "C."
Broad River Basin
Streams entering South Carolina are classified "C."
New River Basin
Streams entering the State of Tennessee are classified "C."
Catawba River Basin
Streams entering South Carolina are classified "C."
Yadkin -Pee Dee River
Basin
Streams entering Virginia are classified "C," and such streams entering South Carolina are
classified "C."
Lumber River Basin
Streams entering South Carolina are classified "C Sw."
Roanoke River Basin
Streams entering Virginia are classified "C." Except that all backwaters of John H. Kerr
Reservoir and the North Carolina portion of streams tributary thereto not otherwise named or
described shall carry the classification "B," and all backwaters of Lake Gaston and the North
Carolina portion of streams tributary thereto not otherwise named or described shall carry the
classification "C and B."
Chowan River Basin
Streams entering Virginia are classified "C."
Tar -Pamlico River
Basin
All drainage canals not noted in the schedule are classified "C Sw." except the main drainage
canals to Pamlico Sound and its bays which shall be classified "SC."
Pasquotank River Basin
All drainage canals not noted in the schedule are classified "C."
INSTRUCTIONS FOR FORM: LASC 08-11 Page 3 of 3

Applicant's name: City of CheMnAlle
Land application sites currently certified: 78.3 net acres and Total to be certified: 116.6 net acres.
I. LAND APPLICATION SITE INFORMATION (See Instruction B):
Predominant Soil
Status
Codes
Site/Field ID
Landowners
O
Lessees or Operator(s)
O
Net Acres
Count y
Crop(s) s
pO
Series Name
Mapping Unit
or Rep. Slope°
R
NC-LT-120-02
Wayne Gilbert
27.6
Lincoln
Fescue (hay)
Cecil
CeB2
R
NC-LT-120-03
Wayne Gilbert
11.0
Lincoln
Row Crops
Cecil
CeB2
D
NC-LT-124-01
Keith Beam
Keith Beam
30.0
Lincoln
Fescue (pasture)
Cecil
CeB2
D
NC-LT-124-02
Keith Beam
Keith Beam
10.1
Lincoln
Fescue (pasture)
Pacolet
PeC2
R
NC-LT-107-01
Jason Huitt
10.7
Lincoln
Fescue (pasture)
Cecil
CeB2
R
NC-LT-107-02
Jason Huitt
12.0
Lincoln
Fescue (pasture)
Cecil
CeB2
R
NC-LT-107-03
Calvin Wehunt
17.0
Lincoln
Corn(silage), Sorghum,
Cecil
CeB2
Sudex
N
NC-LT-107-04
Calvin Wehunt
10.9
Lincoln
escue (pasture) Corn(silage),
Rion
Somhum, Sudex
N
NC-LT-107-05
Calvin Wehunt
17.8
Lincoln
Fescue (pasture) Corn(silage),
Cecil
CeB2
Sorghum, Sudex
N
NC-LT-107-06
Calvin Wehunt
9.5
Lincoln
Fescue (pasture) Corn(silage),
Cecil
CeB2
Somhum, Sudex
a Status Code for land application sites are: ♦ N (New) ♦ R (Renewed) ♦ M (Modified) ♦ T (Transferred) ♦ D (Deleted)
b Soil Series Name (i.e. Appling, Cecil, etc.)
Mapping Unit must be consistent with those used in the County Soil Survey (i.e. for a 2-8% slope Cecil in Anson County the mapping unit is CeB2)
C. WATERBODY AND CLASSIFICATIONS INFORMATION (See Instruction C):
Site/Field ID
Latitude
Longitude
Location
Datum
Location Method Code
Location Accuracy
Waterbody Subbasin and
Stream Index No.
Current and Proposed
Class
NC-LT-107-04
35.4737
-81.4674
NAD 83
MAP
Second
Little Buffalo Creek
WS-111
WS-111
NC-LT-107-05
35.4717
-81.4664
NAD 83
MAP
Second
Little Buffalo Creek
WS-111
WS-111
NC-LT-107-06
35.4701
-81.4633
NAD 83
MAP
Second
Little Buffalo Creek
WS-111
WS-111

o�0F w a rF,�QG
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
ft
'C RESIDUALS SOURCE CERTIFICATION
INSTRUCTIONS FOR FORM: RSC 08-11
Please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these
instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of additional
information requested. Failure to submit all of the required items will lead to additional processing and review time for the
permit application. Unless otherwise noted, the Applicant shall submit one original and two conies of the application and
supporting documentation
For more information or for an electronic version of this form, visit the Land Application Unit (LAU) web site at:
http: //portal. ncdenr. org/webhvq/aps/lau
General — This certification provides detailed information of residuals source generating facility and its residuals quality for land
application, distribution, or disposal in accordance with 15A NCAC 02T .1100. Do not submit this certification for review without
a corresponding application form (FORM: RLAP 08-11, FORM: DCAR 08-11, or FORM: SDR 08-11).
Unless otherwise noted, the Applicant shall submit one original and two copies of the application and supporting documentation listed
below.
A. Residuals Source Certification (FORM: RSC 08-11):
® Submit the completed and appropriately executed Residuals Source Certification (FORM: RSC 08-11) form. Please do not
make any unauthorized content changes to this form. If necessary for clarity or due to space restrictions, attachments to the
application may be made, as long as the attachments are numbered to correspond to the section and item to which they refer.
® For new or renewed permits, submit a separate certification for each source facility.
❑ For modified permits, submit a separate certification for only those facilities that are affected by the proposed modification.
® Complete the residuals source facility summary page. List all new, renewed, or modified facilities.
B. Residuals Source -Generating Facility Information:
® For each source facility, attach the following:
® Vicinity map - A vicinity map that shows the location of the facility and meets all of the criteria in the "Map Guidance for
Residuals Land Application Permits".
® Process flow diagram and/or narrative - A detailed narrative and/or process flow diagram that describes how the residuals
are to be generated, treated, processed, and stored at the facility.
® Quantitative justification for residuals production rate - A quantitative justification for the value provided in Item I. 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 other additives that are added to the residuals during
processing.
® Sampling plan - A detailed sampling plan for the residuals source -generating facility. Ensure that the plan identifies
sampling points, sampling frequency, sample type, as well as the Division -certified laboratory to be used. In addition,
ensure that the plan details how the facility and/or the residuals are monitored for any applicable pathogen reduction and
vector attraction reduction requirements. Note that all sampling and monitoring must be completed on the residuals as
they are to be land applied, distributed, and/or disposed.
C. Residuals Quality Information:
® For each source facility, attach the following:
® Laboratory analytical reports and operational data - reports for all laboratory analyses used to complete this certification.
® Documentation that the facility complies and/or the residuals comply with any applicable pathogen reduction and vector
attraction reduction requirements.
❑ For new facility that may have not yet been constructed and analytical results of residuals cannot be obtained, please
attach analytical results of residuals generated from a similar facility along with the description of similarities of the two
facilities.
INSTRUCTIONS FOR FORM: RSC 08-11 Page 1 of 1

RESIDUALS SOURCE FACILITY SUMMARY
Applicant's name: City of Cherryville
Status
Code °
Facility Permit Holder
Facility Name
County
Permit Number
Maximum Dry Tons Per Year
Current n
Proposed
R
City of Cherryville
City of Cherryville WWTP
Gaston
NCO044440
273
273
'Status Code for source facility are: ♦ N (New) ♦ R (Renewed) ♦ M (Modified) ♦ D (Deleted)
b The amount of residuals currently permitted for distribution, land application, or disposal (i.e, not applicable to new facility).
SUMMARY FOR FORM: RSC 08-11 Page 1

o�0F w a rF,�QG
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
ft
'C RESIDUALS SOURCE CERTIFICATION
FORM: RSC 08-11
I. RESIDUALS SOURCE -GENERATING FACILITY INFORMATION (See Instruction B.):
1. Facility Name: City of Cherrvville WWTP
2. Facility permit holder is: ❑ Federal, 0 State, Local Government, or 11 Private.
Facility permit issued by: U Div. of Water Quality, Div. of Environmental Health,
or W Other (explain: �).
3. Facility contact person and title: Larry Wright, Plant Supervisor, ORC
Complete mailing address: 116 South Mountain Street
City: Cherryville State: NC Zip: 28021
Telephone number: [phone] E-mail address: lwrightkcityofcherryville.com
4. Facility physical address: 736 Tot Dellinger Road
City: Cherryville State: NC Zip: 28021
Coordinates: Latitude: 35' 24' 51" Longitude: 81' 22' 08"
Datum: NAD83 Level of accuracy: Second
Method of measurement: MAP
5. Purpose of the facility:
treatment of municipal wastewater, treatment of 100% domestic wastewater,
treatment of potable water, treatment of 100% industrial wastewater,
treatment of industrial wastewater mixed with domestic wastewater,
(approximate percentages: _ % industrial and _ % domestic)
other (explain: _ ).
6. Does the facility have an approved pretreatment program: Yes No
7. Facility permitted/design flow: 2.0 MGD and facility average daily flow: 350,000 MGD
8. Average amount of residuals being generated at this facility 108.0 dry tons per year.
9. Specify the following regarding treatment and storage volumes available at the facility:
Type and volume of residuals treatment: sludge holding tank: 248,000 gallons
Type and volume of residuals storage (i.e., outside of residuals treatment units): sludge lagoon: 250,000 gallons
II. RESIDUALS QUALITY INFORMATION (See Instruction C.):
1. Specify if residuals are regulated under:
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 15A NCAC 02T.1102(6) as:
Biological 0 Non -Biological
FORM: RSC 08-11 Page 1 of 5

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).
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: " yes 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 0 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: Summit Environmental Technologies, Inc. and Date(s) of analysis: 06/05/2019
Passed corrosivity test: 0 yes ❑ no. pH: 7_1 s.u. (2 < pH < 12.5)
Passed ignitability test: 0 yes Ld no. Flashpoint: >140 OF (> 140°F)
Passed reactivity test: W yes ❑Ino. HCN: nd mg/kg (<250) & H2S: nd mg/kg (<500)
TCLP Parameter
Limit
(m917)
Result
(m917)
TCLP Parameter
Limit
(m917)
Result
(m917)
Arsenic
5.0
nd
Hexachlorobenzene
0.13
nd
Barium
100.0
nd
Hexachloro-1,3-Butadiene
0.5
nd
Benzene
0.5
nd
Hexachloroethane
3.0
nd
Cadmium
1.0
nd
Lead
5.0
nd
Carbon Tetrachloride
0.5
nd
Lindane
0.4
nd
Chlordane
0.03
nd
Mercury
0.2
nd
Chlorobenzene
100.0
nd
Methoxychlor
10.0
nd
Chloroform
6.0
nd
Methyl Ethyl Ketone
200.0
nd
Chromium
5.0
nd
Nitrobenzene
2.0
nd
m-Cresol
200.0
nd
Pentachlorophenol
100.0
nd
o-Cresol
200.0
nd
Pyridine
5.0
nd
p-Cresol
200.0
nd
Selenium
1.0
nd
Cresol
200.0
nd
Silver
5.0
nd
2,4-D
10.0
nd
Tetrachloroethylene
0.7
nd
1,4-Dichlorobenzene
7.5
nd
Toxaphene
0.5
nd
1,2-Dichloroethane
0.5
nd
Trichloroethylene
0.5
nd
1, 1 -Dichloroethylene
0.7
nd
2,4,5-Trichlorophenol
400.0
nd
2,4-Dinitrotoluene
0.13
nd
2,4,6-Trichlorophenol
2.0
nd
Endrin
0.02
nd
2,4,5-TP (Silvex)
1.0
nd
Heptachlor and its Hydroxide
0.008
nd
Vinyl Chloride
0.2
nd
FORM: RSC 08-11 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: WayPoint Analytical and Date of analysis: 05/24/2019
Parameter
Ceiling
Concentration Limits
(ClassA & ClassB)
(mglkg)
Monthly Average
Concentration Limits
(Class A Only)
(mglkg)
Result
(mglkg)
Arsenic
75
41
<5.0
Cadmium
85
39
2.57
Copper
4,300
1,500
996
Lead
840
300
34.7
Mercury
57
17
2.15
Molybdenum
75
n/a
8.44
Nickel
420
420
70.8
Selenium
100
100
<5.0
Zinc
7,500
2,800
897
b. For Surface 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: _ and Date of analysis: _
Distance from Disposal
Unit to Boundary to
Closest Property Line
(meters, check one)
Arsenic
(mg/kg)
Chromium
(mg/kg)
Nickel
(mg/kg)
N > 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 (mg/kg)
FORM: RSC 08-11 Page 3 of 5

5. Nutrient/Micronutrient Determination: Complete the following:
a. Total solids: 4.51 %.
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: Waypoint Analytical and Date of analysis: 05/24/2019
Parameter
Result
(mglkg)
Aluminum
16,500
Ammonia -Nitrogen
4,220
Calcium
7,590
Magnesium
2,230
Nitrate -Nitrite Nitrogen
195
pH (Standard Unit)
6.7
Phosphorus
12,900
Potassium
1,700
Sodium
833
Total Kjeldahl Nitrogen
31,800
c. Using the results listed in Item II. 5b. above, calculate the sodium adsorption ration (SAR): 0.56
[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: 30 %. This
rate is a (check one): JJ default value, or ❑ 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: This is a default value for
water treatment plant alum 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 (15) Year PAN
Five -Year
Maximum Adjusted PAN
(mglkg)
(mg/kg)
Surface
10,579
15,960
Inj ection/Incorporation
12,689
18,070
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 08-11 Page 4 of 5

7. Pathogen Reduction: Per 15A NCAC 02T.1106, specify how residuals will meet the pathogen reduction requirements:
a. For Distribution/Land Application of Class A or Equivalent:
A 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):
q Alternative 1 [15A NCAC 02T.I 106(b)(3)(A)] - Time/Temperature Compliance.
q Alternative 2 [15A NCAC 02T.I 106(b)(3)(13)] - Alkaline Treatment.
Alternative 3 [15A NCAC 02T.I 106(b)(3)(C)] - Prior Testing for Enteric Virus/Viable Helminth Ova.
q Alternative 4 [15A NCAC 02T.I 106(b)(3)(D)] - No Prior Testing for Enteric Virus/Viable Helminth Ova.
J Alternative 5 [15A NCAC 02T.I 106(b)(3)(E)-(K)] - Process to Further Reduce Pathogens (PFRP).
Specify one: ❑ composting, 0 heat drying, heat treatment,
❑ thermophilic aerobic digestion, beta ray irradiation,
❑ gamma ray irradiation, or pasteurization.
b. For Land Application of Class B.
Alternative 1 [15A NCAC 02T.I 106(c)(1)] - Fecal Coliform Density Demonstration.
Alternative 2 [15A NCAC 02T.I 106(c)(2)] - Process to Significantly Reduce Pathogens (PSRP).
Specify one: ® aerobic digestion, I
air drying, EI anaerobic digestion,
LJ 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 II. 7b. above.
Exempt -If Daily Cover Alternative is chosen in Item II.8. below [15A NCAC 02T.1106(a)(2)].
E] Not Applicable - Non -Biological Residuals with NO Domestic Wastewater Contribution.
8. Vector Attraction Reduction (VAR): Per 15A NCAC 02T.1107, specify how residuals will meet the VAR requirements:
❑ Alternative 1 [15A NCAC 02T.1107(a)(1)] - 38% Volatile Solids Reduction (Aerobic/Anaerobic Digestion).
Alternative 2 [15A NCAC 02T.I 107(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).
E] Alternative 5 [15A NCAC 02T.I 107(a)(5)] - 14-Day Aerobic Processes.
E] Alternative 6 [15A NCAC 02T.I 107(a)(6)] - Alkaline Stabilization.
Alternative 7 [15A NCAC 02T.I 107(a)(7)] - Drying of Stabilized Residuals.
E] Alternative 8 [15A NCAC 02T.I 107(a)(8)] - Drying of Unstabilized Residuals.
E] Alternative 9 [15A NCAC 02T.I 107(a)(9)] - Injection.
E] Alternative 10 [15A NCAC 02T.I 107(a)(10)] - Incorporation.
q Alternative for Surface Disposal Units Only - Soil/Other Material Cover [15A NCAC 02T.I 107(b)(2)].
n 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 08-11 Page 5 of 5

SPILL RESPONSE PLAN
PROJECT: City of Cherryville Permit W00000430
IN THE UNLIKELY EVENT OF A SPILL, THE FOLLOWING ACTIONS SHALL BE
TAKEN IMMEDIATELY:
1. MANAGEMENT OF SPILL CLEAN-UP ACTIVITIES:
The Operations Manager shall take immediate charge and initiate clean-up activities. Synagro
labor and equipment is to be utilized. In the event additional labor and equipment is required,
assistance may be requested from the City of Cherryville or the NC Department of
Transportation, and other private contractors as necessary.
2. HALT THE SOURCE OF THE SPILL:
Such as a ruptured container or damaged transport unit.
3. CONTAIN THE SPILL:
Form a barrier. Sufficient quantities of straw shall be used for such purposes. Earthen barriers
may be constructed to augment the straw bale containment area of the spill. The Operations
Manager or the person in charge on the spill site will advise the clean-up personnel where to get
the straw, lime, and other items necessary to complete the clean-up operation, i.e., local farmers,
farm supply centers, nurseries, etc.
4. CLEAN-UP:
Employ front-end loaders, vacuum equipment, sludge application vehicles, and/or local septic
tank service to remove as much of the spilled material as possible. Straw and/or sand should be
scattered in the spill area to soak up the remaining material. The straw- and sand -soaked material
will be collected and removed to a disposal area approved by representatives of the state
regulatory agency.
5. FINAL CLEAN-UP:
Employ rotary brush sweeper if needed, and apply lime to the spill area upon the approval of the
clean-up efforts by the state regulatory representative. If the event occurs on private property, the
clean-up will be completed to the satisfaction of the property owner and state regulatory
representatives. The ultimate goal will be to restore the spill area to its original condition if
possible.
6. NOTIFICATION:
As soon as possible after the spill occurs, the Synagro Operations Manager or assistant will notify
the Synagro Central office, and they will then be responsible for notifying other key Synagro
personnel.

7. REPORTING:
Synagro Central personnel will notify the Mooresville Regional office for The City of Cherryville
WWTP as soon as possible, but not more than 24 hours after, or on the next working day
following the occurrence. The Operations Manager shall provide a written report within 48 hours
of the spill to the Technical Services Manager. The report shall list all relative information and
actions taken. Synagro Central personnel will file a written report to the Mooresville Regional
office of the NCDENR within 5 days of the occurrence. For after hours reporting the Division's
emergency number shall be called to report all incidences (800-662-7956 or 800-858-0368 or
919-733-3300)
Contact Numbers:
Mocksville Regional Office- 336-790-1610

Waypointo
ANALYTICAL
4/14/2020
Synagro Central LLC/ Cherryville
Mary Brewer
284 Boger Road
Mocksville, NC, 27028
Ref: Analytical Testing
Report Number: 20-099-0001
Project Description: Calvin Wehunt
Cherryville WWTP
LT-107
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 0 Fax [phone]
www.waypointanalytical.com
Dear Mary Brewer:
Waypoint Analytical Virginia, Inc. received sample(s) on 4/8/2020 for the analyses presented in the following
report.
The above referenced project has been analyzed per your instructions. The analyses were performed in
accordance with the applicable analytical method. Sub -contracted testing is noted on the Sample Summary Table
if applicable.
The analytical data has been validated using standard quality control measures performed as required by the
analytical method. Quality Assurance, method validations, instrumentation maintenance and calibration for all
parameters (NELAP and non-NELAP) were performed in accordance with guidelines established by the USEPA
(including 40 CFR 136 Method Update Rule May 2012) and NELAC unless otherwise indicated.
Certain parameters (chlorine, pH, dissolved oxygen, sulfite...) are required to be analyzed within 15 minutes of
sampling. Usually, but not always, any field parameter analyzed at the laboratory is outside of this holding time.
Refer to sample analysis time for confirmation of holding time compliance.
The results are shown on the attached Report of Analysis(s). Results for solid matrices are reported on an as -
received basis unless otherwise indicated. This report shall not be reproduced except in full and relates only to
the samples included in this report.
Please do not hesitate to contact me or client services if you have any questions or need additional information.
Sincerely,
Pam« mar,--
Pauric McGroary
Agronomist
Laboratory's liability in any claim relating to analyses performed shall be limited to, at laboratory's option, repeating the
analysis in question at laboratory's expense, or the refund of the charges paid for performance of said analysis.
Page 1 of 7

•
7621 Whitepine Road, Richmond, VA 23237
Waypoint
Main 804-743-9401 0 Fax [phone]
ANALYTICAL www.waypointanalytical.com
Sample Summary Table
Report Number: 20-099-0001
Client Project Description: Calvin Wehunt
Cherryville WWTP
LT-107
Lab No Client Sample ID Matrix Date Collected Date Received Method Lab ID
70986 4 Solids 04/08/2020 SW-7471B WP MTN
70987 5 Solids 04/08/2020 SW-7471B WP MTN
70988 6 Solids 04/08/2020 SW-7471B WP MTN
WP MTN - Memphis, TN: Waypoint Analytical - TN, Memphis, TN
Page 2 of 7

WayPANALYTICAL
46442
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 0 Fax [phone]
www.waypointanalytical.com
Synagro Central LLC/ Cherryville Alex Fox
Mary Brewer Project Calvin Wehunt Report Date : 04/14/2020
284 Boger Road Information : Cherryville WWTP Received : 04/08/2020
Mocksville , NC 27028 LT- 107 mL 60wr
Submitted By : Alex Fox
Pauric McGroary
Report Number : 20-099-0001 REPORT OFANALYSIS Agronomist
Lab No : 70986 Matrix: Solids
Sample ID : 4 Sampled:
Test
Results Units MQL DF Date / Time By Analytical
Analyzed Method
Mercury 0.0256 mg/Kg 0.0148 1 04/13/2011:19 DDB SW-7471B
Qualifiers/ DF Dilution Factor L Limit Exceeded
Definitions MQL Method Quantitation Limit
Page 3 of 7

WayPANALYTICAL
46442
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 0 Fax [phone]
www.waypointanalytical.com
Synagro Central LLC/ Cherryville Alex Fox
Mary Brewer Project Calvin Wehunt Report Date : 04/14/2020
284 Boger Road Information : Cherryville WWTP Received : 04/08/2020
Mocksville , NC 27028 LT- 107 mL 60wr
Submitted By : Alex Fox
Pauric McGroary
Report Number : 20-099-0001 REPORT OFANALYSIS Agronomist
Lab No : 70987 Matrix: Solids
Sample ID : 5 Sampled:
Test
Results Units MQL DF Date / Time By Analytical
Analyzed Method
Mercury 0.0225 mg/Kg 0.0152 1 04/13/2011:20 DDB SW-7471B
Qualifiers/ DF Dilution Factor L Limit Exceeded
Definitions MQL Method Quantitation Limit
Page 4 of 7

WayPANALYTICAL
46442
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 0 Fax [phone]
www.waypointanalytical.com
Synagro Central LLC/ Cherryville Alex Fox
Mary Brewer Project Calvin Wehunt Report Date : 04/14/2020
284 Boger Road Information : Cherryville WWTP Received : 04/08/2020
Mocksville , NC 27028 LT- 107 mL 60wr
Submitted By : Alex Fox
Pauric McGroary
Report Number : 20-099-0001 REPORT OFANALYSIS Agronomist
Lab No : 70988 Matrix: Solids
Sample ID : 6 Sampled:
Test
Results Units MQL DF Date / Time By Analytical
Analyzed Method
Mercury 0.0540 mg/Kg 0.0146 1 04/13/2011:22 DDB SW-7471B
Qualifiers/ DF Dilution Factor L Limit Exceeded
Definitions MQL Method Quantitation Limit
Page 5 of 7

WayPAoInt..
NALYTICAL
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 0 Fax [phone]
www.waypointanalytical.com
Shipment Receipt Form
Customer Number: 46442
Customer Name: Synagro Central LLC/ Cherryville
Report Number: 20-099-0001
Shipping Method
0 Fed Ex 0 US Postal 0 Lab
® UPS 0 Client 0 Courier
0 Other:
Thermometer ID:
Shipping container/cooler uncompromised?
0 Yes
0 No
Number of coolers/boxes received
F-71
Custody seals intact on shipping container/cooler?
0 Yes
0 No
! Not Present
Custody seals intact on sample bottles?
0 Yes
0 No
® Not Present
Chain of Custody (COC) present?
0 Yes
0 No
COC agrees with sample label(s)?
0 Yes
0 No
COC properly completed
0 Yes
0 No
Samples in proper containers?
0 Yes
0 No
Sample containers intact?
0 Yes
0 No
Sufficient sample volume for indicated test(s)?
0 Yes
0 No
All samples received within holding time?
0 Yes
0 No
Cooler temperature in compliance?
0 Yes
® No
Cooler/Samples arrived at the laboratory on ice.
Samples were considered acceptable as cooling
process had begun.
0 Yes
® No
Water - Sample containers properly preserved
0 Yes
0 No
® N/A
Water - VOA vials free of headspace
0 Yes
0 No
® N/A
Trip Blanks received with VOAs
0 Yes
0 No
N/A
Soil VOA method 5035 — compliance criteria met
0 Yes
0 No
0 N/A
F_ High concentration container (48 hr)
F_ High concentration pre -weighed (methanol -14 d)
F_ Low concentration EnCore samplers (48 hr)
F_ Low conc pre -weighed vials (Sod Bis -14 d)
Special precautions or instructions included? 0 Yes ® No
Comments:
Signature: lBrandi Watson Date & Time: 04/08/2020 09:59:41
Page 6 of 7

Waypoint.0
ANALYTICAL
5 III ir���� 1111111111111111111 IN ti1i 46"2
��,
Svnawa Central LLC. w Cherrille fl4-08-2026
calvm 1Nehunl
09 58.07
Account #
Grower/Project Information _ nformation
t14k_11__
Submitted By
Charge To
L',/ V
Farm ID
Field ID
Credit Card #
CSV
Exp. Date.
Phone #
76
E-mail address
S
Crop Info For Recommendations
Sample ID
Lab Number
(Lab Use
Only)
SIM
S2M - Specify additional
Tests
S3M
Soluble
Sall's
Texture
NOa-N
Additional
Tests
Intended
Crop
Yield
Goal
Alternative
Crop
Yield
Goal
previous Crop
B
Cu
Fe
Mn
Na
5
Zn
s
u
Mehlich
III
Test Mackages
Special
Instructions or Additional
Tests
S1M - Organic matter, Phosphorus, Potassium, Calcium, Magnesium, pH, Buffer pH
Cation Exchange Capacity, and % Base Saturation.
S2l'JI - Test S1 M plus any two of the following: Sodium, Sulfur, Boron, Zinc,
Manganese, Iron, Copper. Each additional test (above two) cost 100.
PM - Test S 1 M pi us Sodium, Sulfur, Boron, Zinc, Manganese, Capper, and iron.
J4 fC u P �

%VS R
(older, more conservative method)
%VS in 0.5483 Enter in
%VS Out F 0.4953 decimal form
%VSR= (%VS in - %VS out)
((%VS in - (%VS in x %VS out))
%VSR= 19.15
(method from p.132 of WH manual)
%VSR= (%VS in - %VS out)
%VS in
%VSR= 9,67
Results must be either greater than 38%; less than 17% for a 40-day bench -
scale test; or less than 15% for a 30-clay bench -scale test.

Analytical Results
Synagro
284 Boger Rd.
Mocksville, NC 27028
Receive Date: 01/20/2020
Reported: 02/28/2020
For: Cherryville WWTP
Comments: Geometric Mean: 1265 MPN/g
STATESVILLE
ANALYTICAL
Sample Number Parameter Sample ID Result Unit Method Analyzed Analyst
200120-20-01
Fecal Coliforms
1
3553
MPNIg
SM92210E-2006
01/20/2020
MD
200120-20-01
Percent Solids
1
3.94
%
SM254OB-2011
01/20/2020
MD
200120-20-02
Fecal Coliforms
2
875
MPNIg
SM92210E-2006
01/20/2020
MD
200120-20-02
Percent Solids
2
4.57
%
SM254OB-2011
01/20/2020
MD
200120-20-03
Fecal Coliforms
3
897
MPNIg
SM92210E-2006
01/20/2020
MD
200120-20-03
Percent Solids
3
4.46
%
SM25408-2011
01/20/2020
MD
200120-20-04
Fecal Coliforms
4
2477
A1fPNlg
SM9221CF-2000
01/20/2020
MD
200120-20-04
Percent Solids
4
4.44
%
SM254OB-2011
01/20/2020
MD
200120-20-05
Fecal Coliforms
5
406
MPNIg
SM92210E-2006
01/20/2020
MD
200120-20-05
Percent Solids
5
4.93
%
SM2546B-2011
01/20/2020
MD
200120-20-06
Fecal Coliforms
6
412
MPNIg
SM92210E-2006
01/20/2020
MD
200120-20-06
Percent Solids
6
4.86
%
SM25408-2011
01/20/2020
MD
200120-20-07
Fecal Coliforms
7
4474
MPNIg
SM92210E-2006
01/20/2020
MD
200120-20-07
Percent Solids
7
3.8
%
SM25408-2011
01/20/2020
MD
200120-20-08
30 Day Benchscale
Cherryville
19.2
%
EPA625-R-9210
01/20/2020
WC
WWTP
Respectfully submitted,
& _w1n, jll�lt ')
Dena Myers
NC Cert #440,
NCDW Cert #37755,
EPA #NCO0909
PO Box 228 • Statesville, NC 28687 • 704/872/4697
Page t of 9

Condition of Receipt
Sample Number 200120-20-01 Temp on Arrival: 3.5
Parameter Schedule: Percent Solids
Received on Ice
Parameter Schedule: Fecal Coliforms
Sodium Thiosulfate Received on Ice
Chemicals in containers, lab
Sample Number 200120-20-02 Temp on Arrival: 3.5
Parameter Schedule: Percent Solids
Received on Ice
Parameter Schedule: Fecal Coliforms
Sodium Thiosulfate Received on Ice
Chemicals in containers, lab
Sample Number 200120-20-03 Temp on Arrival: 3.5
Parameter Schedule: Percent Solids
Received on Ice
Parameter Schedule: Fecal Coliforms
Sodium Thiosulfate Received on Ice
Chemicals in containers, lab
Sample Number 200120-20-04 Temp on Arrival: 3.5
Parameter Schedule: Percent Solids
Received on Ice
Parameter Schedule: Fecal Coliforms
Sodium Thiosulfate Received on Ice
Chemicals in containers, lab
Sample Number 200120-20-05 Temp on Arrival: 3.5
Parameter Schedule: Percent Solids
Received on Ice
PO Box 228 • Statesville, NC 28687 • 704/872/4697
Page 2 of 9

Parameter Schedule: Fecal Coliforms
Sodium Thiosulfate Received on Ice
Chemicals in containers, lab
Sample Number 200120-20-06 Temp on Arrival: 3.5
Parameter Schedule: Percent Solids
Received on Ice
Parameter Schedule: Fecal Coliforms
Sodium Thiosulfate Received on Ice
Chemicals in containers, lab
Sample Number 200120-20-07 Temp on Arrival: 3.5
Parameter Schedule: Percent Solids
Received on Ice
Parameter Schedule: Fecal Coliforms
Sodium Thiosulfate Received on Ice
Sample Number 200120-20-08 Temp on Arrival: 3.5
Parameter Schedule:
Chemicals in containers, lab
Received on Ice
PO Box 228 • Statesville, NC 28687 • 704/872/4697
Page 3 of 9

Criern: d
�TATESVILLE
ANALYTICAL
L
Address: P A
2-v /
JC
/�
122 Court Street
t - ] :[). Eiez L''S
SLWC�vllle. NC 214687
_
170,11 97'---iA97
Ch:lil! Of
Custody Record
Contact Person_ Phone #It Ees. FAXJt
PO # Requisitioned by:
X (l me aI I
���
rp
/
rQ
Customer
Sample IDA
Lab-1D a
Time 5arnpted
(Grate Only)
Dole Sampled
(Grab Only)
Matra
ww
I':muncicn requested fnra�mlvgia
Z
0
0
Co
�
Q
30 D,
OS
Relinquished by:
Time
arn. p !Z� Z-0
Sampled by:
Received by:
Time P 469
ame Date 144724
Transported by: S
Relinquished by:
Time
am, pm Date �1-1—
Holding times met:
Received by:
Time
am, pm Date �1�/
Compliance work: X
Composite Sa�kln _C
Time begin am. pm Date
11
Non-compliance work:
Time end am, pm Date
�1 !�.
Lab Comments:
Samples Transported On lta:
Composite Sampling#2:
Time begin am, pm Date __I__I_.
Time end pm Date.
I�l__
--am.
Initials:
n
00
t,p
00
N
U
Z
0i
t11
V)
00
(V
N
X
O
m
0
t1

Sample #: 200120-20-08
Client: Synagro 0yn�0
30 Day Bench Test- Aerobic Sample Name: Cherryville WWTP;
Collect Dt: Jar: 20 2020 11:15AM Elm
EPA625-R-9210 SM 5Q0 ,2111 Tests: 30 Day
!late began: 'l} `, i Digester Dimensions:
Analyst: Volume of sample in digester: mis
rinse Started: Initial DO reading of sample: 'j � (>2)
initial Dav DO: 3J (>2) Tens ; 6i C Day DO- J-µ14 (>2) Temp:X, C
Date: Time: �Date: 1 17 , ime f l nl,
% Total Solids % Total Solids Dish #: 10 _ Dish #: 10
Dry Wt.-' Dish Wt.: Dry Wt. + Dish Wt,: — �. � q—
Dish Wt,: Dish Wt,-, _ 1�
S a m p I c Wt.: 1 u Sample Wt.: _-
%Total Solids: %Total Solids:
Ye Volatile Solids % Volatile Solids
Dry Wt,& Dish Wt,: 4-3 3 ! Dry WU Dish Wt.: �f 2S j
Ash Wt.: A�f Ash Wu tt
Sample Wt.: % T Sample Wt.:
% Vol. Solids: y % Vol. Solids:
Yo Total Solids % Total Solids
Dish tk Ui Dish #: ,{
Dry Wt. + Dish Wt.: tl / 7 ,.�_ Dry Wt. +Dish Wt.: _4
Dish Wt.. Dish Wt.: --
Sample Wt.: �"? _ Sample Wt.: _
% Total Solids: % Total Solids:
Yo Volatile Solids % Volatile Solids
Dry Wt.& Dish Wt.. 1 Dry Wt,& Dish Wt.: 41)0���
Ash Wt.: lQ Ash Wt.: -
Sample Wt.: Sample Wt,:
% Vol. Solids: ........ Z % Vol. Solids: r
Yo Total Solids( % Total Solids
Dish 9:y Dish ft:
Dry Wt. + Dish Wt.: 1. Dry Wt. i- Dish Wt.: �}
Dish Wt.: Dish Wt.:
Sample Wt.:_ _ Sample Wt.:
% Total Solids: % Total Solids:
Yo Volatile Solids % Volatile Solids '
Try Wt,& Dish Wt,: CD _ _ Dry Wt.& Nish Wt.:
Ash Wt.: 5 Ash Wt,: k '
Sample Wt.: - Sample Wt,: _
°/u Vol. Solids: �. y I % Vol. Solids: ---
[Type here]
PO Box 228 • Statesville, NC 28687 • 704/872/4697
Page 5 of 9

Sample 1D#
Dar 12 DO: •7 5 (>2) m T �p :`�.61 C
Date: 2 �
Time: OU
Day, 18 DO: 3.�fi (>2) Temp: q C
9- hne:
Date:
Yo Total Solids 1
% Total Solids
Dish #: 1
Dish #:
Dry Wt. + Dish Wt.:
Dry Wt. + Dish Wt.: , �Q
Dish Wt.:
Dish Wt.:
Sample Wt.:
Sample Wt.:
%'Total Solids: _ O. !� 4
% Total Solids:
Ye Volatile Solids 1 ,,
% Volatile Solids
Dry Wt.& Dish Wt.:
Dry Wt.& Dish Wt.: q4. 1el3
Ash Wt,:
Ash Wt.. Q,
Sample Wt.:
Sample WL:
% Vol. Solids: 0. r'
% Vol. Solids:
Yo Total Solids
Dish #:
% Total Solids /
Dish #: "!
Dry Wt. + Dish Wt,:
Dry Wt. + Dish Wu !7
Dish Wt.:
Dish Wt.:
Sample Wt.:
Sample Wt.:
% Total Solids: d. '�/ _
% Total Solids:
Yo Volatile Solids
% Volatile Solids lx
Dry Wt.& Dish Wt.: 4cl. iMq
Dry Wt.& Dish Wt
Ash Wt.:
Ash Wt.. D?
Sample Wt.: ��
�/�
Sample Wt.:
% Vol. Solids: �, 3 r
% Vol. Solids:
Yo Total Solids , j ,
Dish #: �-1`
% Total Solids
Dish #:
Dry Wt, + Dish Wt.:
Dry Wt. + Dish Wt.: !i 9
Dish Wt.:
Dish Wt:
Sample Wt.:
Sample Wt.:
% Total Solids:
% Total Solids: .......Y..SC
A Volatile Solids nn
Dry WU Dish A-Vi 53LOC
% Volatile Solids
Wt.: .
Dry Wt.& Dish Wt.:
Ash Wt.:
Ash Wt.: ! •�
Sample Wt.:
Sample Wt,:
% Vol. Solids:
% Vol. Solids: 0, qj
[Type here]
PO Box 228 • Statesville, NC 28687 • 704/872/4697
Page 6 of 9

Sample ]DO ._ 41611261_ 9g a
Dav24 DO:
(>2) Temp: .�% C
Day 30 DO '7, ��' (>2} Temp:
Date 2 m Time• 62Q1j
Date: 2 Time: dQ .
Total Solids
% Total Solids
Dish #:
/Z
Dish#:
Dry Wt. + Dish Wt.:
S�. ;A //
_...._ .
Dry Wt. + Dish Wt:
DishWt.:... jy /.4
Dish Wt: L 19
Sample Wt.-.
5
Sample Wt: ,
% Total Solids:
n, ^tZ
% Total Solids.
Yo Volatile Solids
% Volatile Solids
Dry Wt. & Dish Wt.:
5a, ull
Dry Wt. & Dish Wt: i _ 96 f3
Ash Wt.: ___..
fo,..,Zj/,3
Ash Wt: _ 7146
Sample Wt.:
Sample Wt: 15
% Vol. Solids:
— Q_ �/s
% Vol Solids:
Yo Total Solids
% Total Solids
Dish #: _
,�
Dish#: i
Dry Wt. + Dish Wt.:
Vtf, 316,94
Dry Wt. + Dish Wt:.., tf k, 7452
Dish Wt.:
VV Z 02-4 .
Dish Wt: Qftf.
Sample Wt.;
'15-41146�_
Sample Wt: r`
%Total Solids:
Q, 7/cr
%Total Solids:
Yo Volatile Solids
% Volatile Solids
Dry Wt. & Dish W€.:
q, Jgg.f
Dry Wt. & Dish Wt: x
Ash Wt.-
�! _ z993
Ash Wt:
Sample Wt.:
Sample Wt: Zr
% Vol. Solids:
d(e
% Vol Solids:
Yo Total Solids
% Total Solids
Dish #:
p
Dish#:
Dry Wt. -* Dish Wt.:
-T/. 04
Dry Wt. + Dish Wt:
Dish Wt.:
51. j / 56
Dish Wt:
Sample Wt.:
Z6
Sample Wt: 2 ,-
% Total Solids:
!1 `l2
% Total Solids:
Yo Volatile Solids
% Volatile Solids
Dry Wt. & Dish Wt.:
„�!- itQ 73
Dry Wt. & Dish Wt:
Ash Wt.:
Yl2YZ _
Ash Wt: V6. 524'z
Sample Wt.:
Sample Wt: 7 5
% Vol. Solids:
Q., .i (e
% Vol Solids:
[Type here]
PO Box 228 • Statesville, NC 28687 • 704/872/4697
Page 7 of 9

VOTE: oil/particle free air was supplied to the bottom of the Digester via a porous stone at a rate sufficient to mix the
;ample
10 day bench checklist —COMPLETE DAILY Sample
v( I�X,ob
**DO METER CALIBRATION"
Da
Water
level
Sample
Temp 2OX
Scrape
Sollds/Mi
DO Meter
%
DO Meter
'I'em °C
DO Meter
Calm 1.
Comments
1 i
2I•
�
2
A
qX.2
22 . -7 0
Z
22.3G
1 t5- E;-1
4
3
_
�5•2
21. -71
6
l
2
7
b
2 . LP
. 5
8
U
5
2
3
�
0
22.57
37
10
1l2
G10
21•
54
12
. l j
--
13
2.q
.
14
2-2 , 00'
?. 20 .
15
qT 1
23.1
3
160
17
i ,�`
q -7 .
9 7 , z
23 . I
21,07
.30
-
b. U LP
18 12
C)-1.2
2.2.24
l9
5
2 •' 1
20
21 f
22.1
22 1
23 Ib.
D
24
p
1
25
26
_.....
2 Z.
27
5
�_._._...._.
26
1P ✓
29
30
✓
,
DI 7
!_ tt—
[Type here]
PO Box 228 • Statesville, NC 28687 • 704/872/4697
Page 8 of 9

30 Day Bench Worksheet Sample 11) #1001110. MA
WEEK 1
Samples
I Total Solids
Volatile Solids
% Volatile Fraction
1
1.
7
-7U
2
rj2
.1530
3
1j414
Average:
0 . C) {p
0. 53
0 • 4'9
WEEK 2
Sam les
Total Solids
Volatile Solids
% Volatile Fraction
1
�3
z
0 `t
- 5057
3
1 1 2
,T
-46i 3
Average:
1 I -0-4
0.52..O.
50-3
WEEK 3
—Samples
Total Solids
Volatile Solids
% Volatile Fraction
1
0-35
D,5 72.
2
`71
3
3
0_ 3CI
0.
Average:
d. 7 50-a
0.4s,62
WEEK 4
Samples
I Total Solids
Volatile Solids
% Volatile Fraction
I
-'7
d.3
7
2
0. CIO
0.43
0 1 `l
I
O.
..Average;
$ j
p . 393
q
WEEK 5
Samples
Total Solids
Volatile Solids
% Volatile Fraction
1
" U0
2
rl '1
l7
3
Average.
0. 7 9`
Q . (p
01 5000
WEEK 6
Samples
I Total Solids
Volatile Solids
% Volatile Fraction
0
0 3 5
0
2
0.71
0.35
0.
3
3
O.
Q,
2
Avera e•
. 10
0-4PS5
0.5g83-0.140153 �Ioo
G•543-M5Ur�=3X O.u0153)
Van Kleeck Reduction: Initial % Vol. Frac. - °/a Finat Vol. Frac. X 100 = % 01 514 ?3- 0. 12-1 U
Initial % Vol. Frac. — ( Initial % Vol. Frac. X Final % Vol. Frac) 1
p, 53 x !aa
FINAL. RESULT % OCl— q__ — � 0/ 0)
PO Box 228 • Statesville, NC 28687 • 704/872/4697
Page 9 of 9