WQ0001990_Renewal (Application)_20190102

INITIAL REVIEW
Reviewer Monday, Tessa R
Project Number* WQ0001990
SUBMITTAL DATED: 1/2/2019
Project Contact Information
Rease provide inforrration on the person to be contacted by NDB Staff
.........................................................................................................................
Name * Greg Padgett
Email Address*
[e-mail]
Project Information
Application Type* r New
r Renewal
r Other
electronic subrrittal, confirrration of receipt, and other issues.
Phone Number*
828-879-2127
Permit Type * r Wastewater Irrigation
r Other Wastewater
r Closed -Loop Recycle
r Single -Family Residence Wastewater
Irrigation
Permit Number WQ0001990
currently has project
Permittee * Town of Valdese
Facility Name * Lake Rhodhiss Wastewater Treatment Plant
County* Burke
r Modification (Major or Minor)
r Additional Information
r High -Rate Infiltration
r Reclaimed Water
r Residuals
r Other
Please provide comments/notes on your current submittal below.
Please attach all information required or requested for this submittal to be review here.

dcar signed.pdf
1.59MB
2018 cover letter.pdf
248.01 KB
2018 plant narrative.pdf
396.8KB
compost sheet created 2015 signoff sheet - info
116.91 KB
sheet.pdf
o&m compost.pdf
179.75KB
Compost sampling.pdf
403.06KB
residuals source certification 2018.pdf
505.16KB
vicinity map.pdf
4.93MB
2016 year end report.pdf
234.42KB
2017 year end report.pdf
261.44KB
2018 year end report.pdf
275.27KB
2017 residuals.pdf
24.87KB
compost temps 2017.pdf
5.82MB
compost mpn 2017.pdf
12.57MB
compost temps 2018.pdf
3.98MB
compost mpn 2018.pdf
4.04MB
residuals and tclp 2017-18.pdf
5.09MB
Application Form Engineering Flans, Specifications, Calculations,
Etc.)
Required paper copy of application and attachments submitted to the Division. Be advised,
applications will not be considered complete until both paper and electronic applications have
been received. Paper copy shall include one copy of the Application Form, one set of Calculations,
one O&M Plan, one Soil/Hydrology Report, one full size Engineering Plan set, two 11" x 17"
Engineering Plan sets, and two Specification sets. This shall be mailed to the following address:
By U.S. Postal Servioe:
Division of Water Resources- Non -Discharge Branch
1617 Mail Service Center Raleigh, NC 27699-1617
By Courier/Special Delivery;
Division of Water Resources- Non -Discharge Branch
Att: Nathaniel Thornburg- 5th Floor, office #644N
512 N. Salisbury St. Raleigh, NC 27604
For clu estions or problems contactTessa Monday at 919.707.3660 or Tessa. Mon [e-mail]
or Sonia Graves at 919.707.3660 or Son ia,[e-mail]
* I;W By checking this box I am acknowledging that I have read the above statement and agree to send
these documents as required to one of the address given above.
Signature
Submission Date 1/2/2019

STATE OF NORTH CAROLINA
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Historic TOWN - NORTH ARD IF SVA L D E S E
TOWN
VALOE-SE P.O. BOX 339
VALDESE, NORTH CAROLINA 28690-0339
PHONE [phone] I FAX [phone] I TOWNOFVALDESE.COM
Town of Valdese
Permit No. WQ0001990
Town of Valdese Distribution of Composted Residuals Program
Distribution of Class A Wastewater Residuals
Burke County
Permit Renewal and Modification:
Enclosed is the application for the Town of Valdese Residuals Permit No. WQ0001990. Included
in the application is the RSC 06-16, DCAR 06-16 and all supporting documentation.
I JIMP OU
Payment for Renewal
Narrative
Compost Information Sheet
O&M Plan
Vicinity map
Process Flow Diagram
2018 Flow data
Sampling Plan
2018 supporting lab data

DWR
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Water Resources 15A NCAC 02T. I 100 — DISTRIBUTION OF CLASS A RESIDUALS
INSTRUCTIONS FOR FORM: DCAR 06-16 & SUPPORTING DOCUMENTATION
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 thea lication and
supporting documentation
For more information, visit the Water Quality Permitting Section's Non -Discharge PermiWgg Unit website
General —This application is for treatment, storage, transport. distribution, land application, and/or marketing of Class A (or Equivalent)
residuals under 15A NCAC 02T .1 100.
Unless otherwise noted, the Applicant shall submit one original and two copies of the application and supporting documentation listed
below.
A. Distribution of Class A Residuals (FORM: DCAR 06-16):
® Submit the completed and appropriately executed Distribution of Class A Residuals (FORM: DCAR 06-16) 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.
❑ The project name should be consistent on the plans, specifications, etc.
® The Applicant's Certification on Page 3 of this form shall be signed in accordance with 15A NCAC 02T .0106(b). An alternate
person may be designated as the signing official if a delegation letter is provided from a person who meets the criteria in 15A
NCAC 02T .0106(b).
❑ If this project is for a modification of an existing permit, submit one copy of the existing permit.
® Please submit this application form at least 180 days prior to the expiration date on the existing permit, or 90 days prior to
operation of proposed facility(ies) for application packages involving new or changes to treatment and storage units.
B. Application Fee (New and Major Modification Application Packages)
® Submit a check, money order or electronic funds transfer made payable to: North Carolina Department of Environmental
Quality (NCDEQ).
Facility Classification W New Permit-_....___-__ Major Modification'
Major (residuals permitted for distribution �: 3,000 dry tons/year) F $1,310
Minor (residuals permitted for distribution < 3,000 dry tons/year) $810
$395
$245
' - A major modification shall be defined as any permit modification that: increases the generating facility's residuals dry tonnage;
adds additional residuals sources; or includes the addition of new treatment or storage units/processes not previously permitted.
There is no fee for minor permit modifications.
C. Cover Letter (All Application Packages)
® List all items included in the application package, as well as a brief description of the requested permitting action.
INSTRUCTIONS FOR FORM: DCAR 06-16 Page 1 of 3

D. Program Information (All Application Packages)
® Provide 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.
❑ How the residuals will be processed/treated (attach process flow diagram).
® How leachate collection will be handled.
® Where the residuals will be stored until processed.
® How the final product will be distributed (packaging, bulk, etc.)
❑ What nutrients or other constituents (i.e. nitrogen, phosphorous, aluminum, calcium, etc.) are used or recommended as the
limiting parameter for determination of residuals loading rate to ensure that it does not overload the soil and cause
contravention of surface water or groundwater standards, limit crop growth, or adversely impact soil quality.
❑ Attach a marketability statement detailing destinations and approximate amounts of the final product to be distributed.
® Provide 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.
® A statement that application of the residuals to the land shall be in accordance with the instructions on the label or
information sheet.
® A statement that the residuals shall not be applied to any site that is flooded, frozen or snow-covered.
® A statement that adequate procedures shall be provided to prevent surface runoff from carrying any disposed or stored
residuals into any surface waters.
❑ information on all applicable setbacks in accordance with 15A NCAC 02T_.I 1�.
❑ A statement that the residuals shall be applied at agronomic or recommended rates for intended uses.
E. Detailed Plans and Specifications (Application Involving New or Changes to Treatment or Storage Units)
❑ Submit detailed plans and specifications that have been signed, sealed, and dated by a NC Professional Engineer per 15A
NCAC 02T_.1104(a). Specifications for standard equipment may only be omitted for municipalities with approved standard
specifications, but use of the standard specifications must be noted on each sheet of the plans.
❑ Plans must include the following minimum items: a general location map, a topographic map, plan and profile view of the
residuals treatment and storage units as well as the proximity of the residuals treatment and storage units to other utilities and
natural features within 500 feet of all treatment and storage facilities, and detail drawings of all items pertinent to the residuals
treatment and storage units. Depict minimum separations required in 15A NCAC 02T .1 I08 a on the plans.
❑ Specifications must include, at a minimum, the following for all items pertinent to residuals treatment and storage units:
description of materials to be used, methods of construction, quality of construction testing procedures to ensure the integrity
of the final product in accordance with 15A NCAC 02T .1 104 a 2 B , including leakage and pressure testing as appropriate.
❑ Plans and specifications must not be labeled with preliminary phrases (e.g., FOR REVIEW ONLY, NOT FOR
CONSTRUCTION, etc.) that indicate that they are anything other than final plans and specifications. However, the plans and
specifications may be labeled with the phrase: FINAL DESIGN -- NOT RELEASED FOR CONSTRUCTION.
F. Engineering Calculations (Application Involving New or Changes to Treatment or Storage Units)
❑ Submit all design calculations that have been signed, sealed, and dated by a NC Professional Engineer per 15A NCAC 02T
.110
C. Environmental Assessments (May be Required -- See 15A NCAC 1 C .0300)
❑ Submit a copy of the Findings of No Significant Impact (FONSI) or Environmental Impact Statement (BIS). Also, include
information on any mitigating factor(s) from the Environmental Assessment (EA) that impact the construction of the residuals
treatment and storage facilities. An EA may also be required for private systems if any public funds and/or lands are used for
the construction of the subject facilities.
INSTRUCTIONS FOR FORM: DCAR 06-16 Page 2 of

H. Operation and Maintenance Plan (New and Renewal Application Packages)
❑ For Modification Application, if there are any changes to the existing plan, submit an updated O&M plan.
® Submit the O&M Plan in accordance with 15A NCAC 02T. 1110 and include at a minimum:
® 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.
® Maintenance schedules; may include equipments calibration, maintenance of signs, etc.
❑ Safety measures; may include safety training program, manuals, signs, etc.
❑ Spill response plan; including control, containment, remediation, emergency contact information, etc.
❑ Inspection plan including the following information;
❑ Names and titles of personnel responsible for conducting the inspections.
❑ Frequency and location of inspections, including those to be conducted by the DRC, and procedures to assure that the selected
location(s) and inspection frequency are representative of the residuals management program.
❑ Detailed description of inspection procedures including record keeping and actions to be taken by the inspector in the event
that noncompliance is observed.
® Sampling and monitoring plan including the following information;
® Names and titles of personnel responsible for conducting the sampling and monitoring.
❑ Detailed description of monitoring procedures including parameters to be monitored.
❑ 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 an annual
sampling frequency, may need to sample during winter months when pathogen reduction is most likely to be negatively affected
by cold temperatures.
ONE ORIGINAL AND TWO COPIES OF THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL
SUPPORTING INFORMATION AND MATERIALS, SHALL BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
NON -DISCHARGE PERMITTING UNIT
By U.S. Postal Service:
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
By Courier/Special Delivery:
512 N. SALISBURY STREET
RALEIGH, NORTH CAROLINA 27604
FAX NUMBER: [phone]
INSTRUCTIONS FOR FOKM: DCAR 06-16 Page 3 of

DWR
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Water Resources 15A NCAC 02T.1 100 — DISTRIBUTION OF CLASS A RESIDUALS
FORM: I)CAR 06-16
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Valdese
Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State ® Municipal ❑ County
Signature authority's name per 15A NCAC 02T .0106: Greg Paddgeti Title: Water Resources Director
Applicant's mailing address: PO Box 339
City: Valdese State: NC Zip: 28690 -
Telephone number: (828 879-2131 Email Address: gpadett e,valdesenc
2. Consultant's name: License Number (for RE.):
Affiliation: ❑ On Staff ❑ Retained (Firm: ...)
Consultant's mailing address:
City: State: Zip -
Telephone number: (_ = Email Address:
3. Fee submitted: (See Instruction B)
H. PERMIT INFORMATION:
1. Application is for (check all that apply): ❑ new, ❑ modified, ® renewed permit
2. If this application is being submitted to renew or modify an existing permit, provide the following:
Permit number: W00001990
Date of most -recently issued permit: August 1, 2014
Date of most -recently certified Attachment A (if different than the permit): February 23 2018
III, FACILITY INFORMATION:
1. Name of residuals processing facility: Lake Rhodhiss Wastewater Treatment Plant
City: Valdese State: NC Zip: 28690
Coordinates: Latitude: 35' 46'41 " Longitude: 81 ' 32' 25"
Datum: Level of accuracy:
Method of measurement:
County where facility is located: Burke
2. Facility contact (person familiar with residuals preparation):
Name: Greg Padeett Title: Water Resources Director
Mailing address: PO Box 339
City: Valdese State: NC Zip: 28690 -
Telephone number.8( 28) 879-2131 E-mail address: gnadgett@a,valdesenc.gov
FORM: DCAR 06-16 Page 1 of 3

1 Is the residual process facility also the generator? ® Yes; ❑ No
If No, please specify delivery frequency and quantity of residual to be processed:
4. Length of residuals storage at facility: 365+ days (Note: the Division requires minimum 30 days storage in units that are separate
from treatment system, i.e. not in clarifiers, aeration basins, etc.)
IV. RESIDUALS QUALITY INFORMATION:
1. Specify how these residuals will be distributed:
❑ sold or given away in bags or other containers; ® lawn (bulk); ® home garden (bulk);
❑ other (explain);
Note: Bulk residuals shall mean residuals that are transported and not sold or giving away in a bag or other receptacles with a
load capacity of one metric ton or less.
2. Complete the following if residuals are to be mixed with other materials:
Type of Materials Amounts to be added
per I.0 d ton of residuals dr ton)
Mulch round limbs
Veneer waste/scraps
Purchased woodchips
Leaves and yard clippings
3. Approximate amounts of the residuals received and processed at the facility: 1300 dry tons per year.
4. Approximate amounts of the final product (processed residuals) to be distributed: 1300 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): Treated residuals are combined with wood chhi slmulch in a separate area of the
lint (compost area for treatment and later distribution
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: The compost, area
drains into one of two storm drains that flow back to the head of the plant influent wetwell
V. RESIDUALS SOURCE INFORMATION: (Required for all new, renewed, or modified residuals source)
Complete and submit the attached Residuals Source Certification and all associated documentation.
RSC 06-16.doc
FORM: DCAR 06-16 Page 2 of 3

Professional Engineer's Certification: (Application Involving New or Changes to Treatment or Storage Units)
attest that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I further attest that to the best of my knowledge
the proposed design has been prepared in accordance with the applicable regulations. Although certain portions of this submittal package
may have been developed by other professionals, inclusion of these materials under my signature and sea] signifies that I have reviewed
this material and have judged it to be consistent with the proposed design.
North Carolina Professional Engineer's Seal, Signature, and Date:
Applicant's Certification:
The applicant or any affiliate has not been convicted of an environmental crime, has not abandoned a wastewater facility without proper
closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are compliant with any active
compliance schedule, and do not have any overdue annual fees under Rule 15A NCAC 02T .0105.
® Yes ❑ No, Explain;
I, Greg Padgett Water Resources Direor
(Signature Authority's Name — PLEASE PRINT) (Title)
attest that this application for Lake Rhodhiss Wastewater Treatment Plant
(Facility Name)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that the Division of Water Resources
may not conduct a technical review of this program and approval does not constitute a variance to any rules or statutes unless specifically
granted in the permit. Further, any discharge of residuals to surface waters or the land will result in an immediate enforcement action,
which may include civil penalties, injunctive relief, and/or criminal prosecution. l will make no claim against the Division of Water
Resources should a condition of this permit be violated. 1 also understand that if all required parts of this application are not completed
and that if all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
Note: In accordance with North Carolina General Statutes § 143.215.6A and § 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: Date: i 115
FORM: DCAR 06-16 Page 3 of

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
Division of Water Resources RESIDUALS SOURCE CERTIFICATION
INSTRUCTIONS FOR FORM: RSC 06-16
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
supportinu documentation
For more information, visit the Water Quality Permitting Section's Non -Discharge Permitting
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 11-15, FORM: DCAR 11-15, or FORM: SDR 11-15).
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 11-15):
® Submit the completed and appropriately executed Residuals Source Certification (FORM: RSC 11-15) 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 06-16 Page 1 of 1

RESIDUALS SOURCE FACILITY SUMMARY
Applicant's name: Town of Valdese
Status Maximum Dry Tons Per Year
Facility Permit Holder Facility Name County Permit Number
Code Current n Proposed
R Town of Valdese Lake Rhodhiss Treatment Burke NCO041696 2500 1300
Plant
& 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 06-16 Page 1

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
Division of Water Resources RESIDUALS SOURCE CERTIFICATION
FORM: RSC 06-16
I. RESIDUALS SOURCE -GENERATING FACILITY INFORMATION (See Instruction B.):
1. Facility Name: Lake Rhodhiss Wastewater Treatment Plant
2. Facility permit holder is: ❑ Federal, 0 State, 0 Local Government, or [] Private.
Facility permit issued by: Div. of Water Resources, Div. of Environmental Health,
or Other (explain: _).
3. Facility contact person and title: Greg Padgett
Complete mailing address: PO Box 339
City: Valdese State: NC Zip: 28690-M
Telephone number: [phone] E-mail address: [e-mail]
4. Facility physical address: 2100 Lake Rhodhiss Drive
City: Valdese State: NC Zip: 28690 -F --A
Coordinates: Latitude: 35° 46'41" Longitude: 81° 32'25"
Datum: _ Level of accuracy: _
Method of measurement: USGS Quad Name: Drexel
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: 7.5 MGD and facility average daily flow: 2.0 MGD
8. Average amount of residuals being generated at this facility 1200 dry tons per year.
9. Specify the following regarding treatment and storage volumes available at the facility:
Type and volume of residuals treatment: (2) thickeners at 254,000 gallons each
Type and volume of residuals storage (i.e., outside of residuals treatment units): Compost Area , approximately 2 acres
II. RESIDUALS QUALITY INFORMATION (See Instruction C.):
1. Specify if residuals are regulated under:
0 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:
E Biological 0 Non -Biological
Note: Biological residuals are residuals that have been generated during the treatment of domestic wastewater, animal
processing wastewater, or the biological treatment of industrial wastewater (biological treatment is a system that utilizes
biological processes including lagoons, activated sludge systems, extended aeration systems, and fixed film systems).
FORM: RSC 06-16 Page 1 of 5

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: 0 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 ® 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: Blue Ridge Labs and Date of analysis: October 9, 2017
Passed corrosivity test: ® yes ❑ no. pH: s.u. (2 < pH < 12.5)
Passed ignitability test: ® yes ❑ no. Flashpoint: _ °F (> 140°F)
Passed reactivity test: Eyes Ono. HCN: <1 mg/kg (<250) & H2S: <5 mg/kg (<500)
TCLP Parameter
Limit
(Mg/1)
Result
(Mg/1)
TCLP Parameter
Limit
(Mg/1)
Result
(Mg/1)
Arsenic
5.0
< 1.25
Hexachlorobenzene
0.13
< 0.1
Barium
100.0
< 12.5
Hexachloro-1,3-Butadiene
0.5
< 0.1
Benzene
0.5
< 0.1
Hexachloroethane
3.0
< 0.08
Cadmium
1.0
< 0.25
Lead
5.0
< 1.25
Carbon Tetrachloride
0.5
< 0.1
Lindane
0.4
< 0.001
Chlordane
0.03
< 0.01
Mercury
0.2
< 0.005
Chlorobenzene
100.0
< 0.1
Methoxychlor
10.0
< 0.001
Chloroform
6.0
< 0.1
Methyl Ethyl Ketone
200.0
< 2
Chromium
5.0
< 0.5
Nitrobenzene
2.0
< 0.08
m -Cresol
200.0
< 4
Pentachlorophenol
100.0
< 0.2
o -Cresol
200.0
< 4
Pyridine
5.0
< 0.2
p -Cresol
200.0
< 4
Selenium
1.0
< 0.125
Cresol
200.0
< 4
Silver
5.0
< 1.25
2,4-D
10.0
< 1
Tetrachloroethylene
0.7
< 0.1
1,4 -Dichlorobenzene
7.5
< 0.08
Toxaphene
0.5
< 0.02
1,2-Dichloroethane
0.5
< 0.1
Trichloroethylene
0.5
< 0.1
1, 1 -Dichloroethylene
0.7
< 0.1
2,4,5 -Trichlorophenol
400.0
< 0.2
2,4-Dinitrotoluene
0.13
< 0.1
2,4,6 -Trichlorophenol
2.0
< 0.2
Endrin
0.02
< 0.001
2,4,5 -TP (Silvex)
1.0
< 0.5
Heptachlor and its Hydroxide
0.008
< 0.001
Vinyl Chloride
0.2
< 0.2
FORM: RSC 06-16 Page 2 of 5

4. Metals Determination: Complete one of the following tables (i.e., as applicable) to demonstrate that the residuals do not
violate the ceiling concentrations for metals regulated under 15A NCAC 02T .1105.
a. For Distribution/Land Application: Fill in the following table with the results of the latest analyses (i.e., on a dry weight
basis) for the following metal parameters:
Laboratory: Blue Ridge and Date of analysis: September 28, 2018
Parameter
Ceiling
Concentration Limits
(ClassA & ClassB)
(mglkg)
Monthly Average
Concentration Limits
(Class A Only)
(mglkg)
Result
(mgl'kg)
Arsenic
75
41
< 4.5
Cadmium
85
39
< 0.0456
Copper
4,300
1,500
16.5
Lead
840
300
< 4.5
Mercury
57
17
0.0515
Molybdenum
75
n/a
< 0.451
Nickel
420
420
< 0.451
Selenium
100
100
< 4.5
Zinc
7,500
2,800
105
b. For Surface Disposal Unit flandfill): 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)
> 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 06-16 Page 3 of 5

5. Nutrient/Micronutrient Determination: Complete the following:
a. Total solids: 40.4 %.
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: Blue Ridge and Date of analysis: October 9, 2017
Parameter
Result
(mglkg)
Aluminum
3444
Ammonia -Nitrogen
2371
Calcium
2770
Magnesium
1990
Nitrate -Nitrite Nitrogen
209
pH (Standard Unit)
7.5
Phosphorus
3692
Potassium
2408
Sodium
1598
Total Kjeldahl Nitrogen
4027
c. Using the results listed in Item II. 5b. above, calculate the sodium adsorption ration (SAR): 3_7
[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:
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 (1S) Year PAN
Five -Year
Maximum Adjusted PAN
(mglkg)
(mgl'kg)
Surface
Injection/Incorporation
6. 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: None
FORM: RSC 06-16 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
El 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):
Alternative 1 [15A NCAC 02T.I 106(b)(3)(A)] - Time/Temperature Compliance.
Alternative 2 [15A NCAC 02T.I 106(b)(3)(B)] - Alkaline Treatment.
Alternative 3 [15A NCAC 02T. 1 106(b)(3)(C)] - Prior Testing for Enteric Virus/Viable Helminth Ova.
Alternative 4 [15A NCAC 02T. 1 106(b)(3)(D)] - No Prior Testing for Enteric Virus/Viable Helminth Ova.
Alternative 5 [15A NCAC 02T. 1 106(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,' air drying, C1anaerobic digestion,
El 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.1 106(a)(2)].
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.1 107(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).
® Alternative 5 [15A NCAC 02T.I 107(a)(5)] - 14 -Day Aerobic Processes.
❑ Alternative 6 [ 15A NCAC 02T.I 107(a)(6)] - Alkaline Stabilization.
❑ Alternative 7 [15A NCAC 02T.I 107(a)(7)] - Drying of Stabilized Residuals.
❑ Alternative 8 [ 15A NCAC 02T.I 107(a)(8)] - Drying of Unstabilized Residuals.
❑ Alternative 9 [15A NCAC 02T.I 107(a)(9)] - Injection.
❑ Alternative 10 [15A NCAC 02T.1107(a)(10)] - Incorporation.
Q Alternative for Surface Disposal Units Only - Soil/Other Material Cover [I 5A NCAC 02T.1107(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

CLASS A ANNUAL DISTRIBUTION AND MARKETING/ SURFACE DISPOSAL CERTIFICATION AND SUMMARY FORM
WQ PERMIT #: 1990
PHONE: [phone]
FACILITY NAME:
COUNTY:
Burke
Lake Rhodhiss Wastewater Treatment Plant
OPERATOR:
Greg Padgett
FACILITY TYPE (please check one): ❑ Surface Disposal (complete Part A (Source(s) and "Residual In" Volume only) and Part C)
R1 Distribution and Marketing (complete Parts A, B, and C)
Was the facility in operation during the past calendar year? Yes 0 No ❑ --* If No skip parts A, B, C and certify form below
* If more space is required, attach additional information sheets (FORM DMSDF (supp)):
Part C:
Total Number of Form DMSDF (Supp)
Facility was compliant during the past calendar year with all conditions of the land application permit 0 Yes
(including but not limited to items 1-3 below) issued by the Division of Water Resources: ❑ No 0, If No, Explain in Narritive
1. All monitoring was done in accordance with the permit and reported for the year as required and three (3) copies of certified laboratory results are attached.
2. All operation and maintenance requirements were compiled with or, in the case of a deviation, prior authorization was received from the Division of Water Resources.
3. No contravention of Ground Water Quality Standards occurred at a monitoring well.
"I certify, under penalty of law, that the above information is, to the best of my knowledge and belief, true, accurate and complete. I am aware that there are significant
penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations."
Signature of Permittee
Date Signature of Preparer**
(if different from Permittee)
**Preparer is defined in 40 CFR Part 503.9(r) and 15A NCAC 2T .1102 (26)
Date
DENR FORM DMSDF (12/2006)
Part A*:
Part B*:
Month
Sources(s) (include NPDES # if
applicable)
Amendment/ Volume (dry tons)
Bulking Agent Residual In
Product Out
Recipient Information
Name(s) Volume (dry tons)
Intended use(s)
January
NCO041696
19.21
3.85
23.06
Soil Amendment
February
NCO041696
3.51
0.7
4.22
Soil Amendment
March
NCO041696
18.04
3.62
21.66
Soil Amendment
April
NCO041696
169.83
34.07
203.91
Soil Amendment
May
NCO041696
67.23
13.49
80.72
Soil Amendment
June
NCO041696
1.17
0.23
1.41
SEE ATTACHED SHEET
Soil Amendment
July
NCO041696
0.23
0.05
0.28
Soil Amendment
August
NCO041696
71.68
14.38
86.06
Soil Amendment
September
NCO041696
46.03
9.23
55.27
Soil Amendment
October
NCO041696
79.06
15.86
94.92
Soil Amendment
November
NCO041696
32.33
6.49
38.81
Soil Amendment
December
NCO041696
0.7
0.14
0.84
Soil Amendment
Total from FORM DMSDF (sup)
Totals:
Annual (dry tons):
509.02
102.11 1
611.16
0
Amendment(s) used: Wood Chis
Bulking Agent(s) used:
* If more space is required, attach additional information sheets (FORM DMSDF (supp)):
Part C:
Total Number of Form DMSDF (Supp)
Facility was compliant during the past calendar year with all conditions of the land application permit 0 Yes
(including but not limited to items 1-3 below) issued by the Division of Water Resources: ❑ No 0, If No, Explain in Narritive
1. All monitoring was done in accordance with the permit and reported for the year as required and three (3) copies of certified laboratory results are attached.
2. All operation and maintenance requirements were compiled with or, in the case of a deviation, prior authorization was received from the Division of Water Resources.
3. No contravention of Ground Water Quality Standards occurred at a monitoring well.
"I certify, under penalty of law, that the above information is, to the best of my knowledge and belief, true, accurate and complete. I am aware that there are significant
penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations."
Signature of Permittee
Date Signature of Preparer**
(if different from Permittee)
**Preparer is defined in 40 CFR Part 503.9(r) and 15A NCAC 2T .1102 (26)
Date
DENR FORM DMSDF (12/2006)

Plant Information:
Plant design is for 7.5 MGD, but the plant is currently averaging 2.0 MGD. The head of the plant
consist of (2) barscreens followed by (2) grit chains. Influent then flows to a wetwell where 1-4
influent pumps convey flow to the primary splitter box. Flow from the splitter box goes to either
or both primary clarifier(s). Solids are removed from the Primary clarifier(s) and pumped to one
of (2) gravity thickeners, each with a capacity of 254,000 gallons. Flow over the weirs of the
primary clarifier(s) goes to (2) aeration basins. Each aeration basin has (3) fixed 100 hp
mechanical aerators for mixing and dissolved oxygen. Flow from the aeration basin(s) to the
secondary splitter box, then onto the secondary clarifier(s). Solids from the secondary clarifier(s)
is either recycled back to the aeration basin or wasted to one of the two gravity thickeners.
Primary and secondary sludge are blended in the thickeners. Chlorine is added at the weir of the
secondary clarifier, effluent from the secondary clarifier(s) goes to the contact chamber(s)
where Sulfur Dioxide is added to remove the chlorine residual.
Solids Handling:
Lake Rhodhiss Treatment Plant residuals are centrifuged using one of two centrifuges. Residuals
drop out of the bottom/end of the centrifuge into a 24' semi -trailer below. When the trailer is
full the residuals are hauled to the, "compost pad", area that is designed for the compost
operation. The compost pad is made up of a concrete and asphalt area with a small covered
area and two drains. The compost pad is within a 1000 feet from the Centrifuge Building.
Residuals are mixed with some combination of or all the following: woodchips, veneer scraps
and leaves. Nine to eleven scoops are added to each truckload of residuals. The exact amount of
scoops is left to the discretion of the loader operator and will vary based on the size of the load
and the dryness of the solids. Once 7 to 10 piles are completely mixed a static pile is created. A
static pile is started by first stretching a 4" x 100' perforated black corrugated pipe out
perpendicular to the ditch in front of blowers. A 4" x 10' solid piece of black corrugated pipe is
used to connect the blower to the corrugated pipe. Mulch is placed over the 4" perforated pipe
with a loader, until the whole pipe is covered. Prior to covering the pipe, the end of pipe
opposite the blower is crushed to seal and prevent air from escaping out the end of pipe. Solid
pipe is attached to the blower on one end and the corrugated pipe on the other end. The blower
is set to blow air into the pile. Adjustments to the timer are made as needed to ensure the
required temperatures are met. Once a windrow is complete, temperature will be monitored
along the windrow daily at three different locations (front, middle, and back) using a certified
thermometer from the lab. Once the windrow has met the requirements (average 40°C or
greater for at least 14 days and 55°C or greater for a minimum of 3 days), it will be broken down
and moved to the back of the compost pad where it will be sampled from multiple points at a
later date for fecal testing. Upon passing the fecal testing the pile is ready to give to the public. If
the windrow fails either the temperature or the fecal requirement it reincorporated back into
additional windrows as new biosolids are centrifuged.

Leachate from the compost pad is collected in one of two drains that flow to the influent wet
well. Residuals are stored on the compost pad until they are mixed with the amendments. The
final product is distributed free of charge to anyone that wants it in bulk. Compost is given away
in small trailers, small pickups and the occasional large tractor trailer. An information sheet is
provided to each customer.
Greg Padgett
Town of Valdese
Water Resources Director

Sampling
• Measure temperature of windrow at 3 different locations (front, middle, and back), using
certified thermometer from the lab. (See lab personnel for location).
• Record temperature readings in compost notebook in the lab. (See lab personnel for location).
• Pile temperatures must average 40°C or greater for at least 14 days.
• Pile temperatures must reach 55°C or greater for a minimum of 3 days.
• After windrow has met time and temperature requirements leave air on until the windrow is
actually moved.
• Completed pile is moved to back of compost pad near limb pile.
• Fecal testing is to be done on the pile by lab personnel after being moved to the back of the
compost pad. (At a time when the lab decides).
• Samples are taken from three different areas of the windrow using the loader. The samples are
combined to make one sample for testing.
• At which time the fecal test is passed the lab will notify the compost operator.
• If the pile (windrow) should fail any test it would be reincorporated into new piles.
(See Failed Pile Section)

Operation and Maintenance Procedures for Static Aerated Pile Construction
• Biosolids (sludge) are to be dumped on the back area of the compost pad.
• Add 8 — 10 scoops (2.5 yd bucket) of mulch and 1 scoop of leaves to each truckload of
centrifuged solids on the pad. (The actual number of scoops needed is usually left to the
discretion of the loader operator.)
• The final consistency of the mixed pile should be evenly mixed, as over mixing will result in
clumping of the materials.
• Upon completion of mixing begin pile construction
• Extend (1) 100' x 4" perforated black pipe out perpendicular from the blower; do not extend over
the ditch line.
• Attach a 10' x 4" solid black pipe to end of the pipe closest to the blower, thus extending the pipe
to the blower.
• Cover pipe with 2" to 3" layer of amendment (wood chips, mulch, etc...) to allow for air flow
through pile. Crush end of black pipe on the end opposite the blower.
• Stack (pile) mixed compost along the length of the pipe, go slightly past
the end (approx. 2-3 ft) of the pipe on the end opposite the blower.
• Use 7 — 10 piles to create the static pile. The emptying of both thickeners usually makes 2
windrows.
• Attach pipe to blower "to blow air into the pile". Make sure blower is plugged up and operates,
adjust timer as needed over the next few days to ensure the desired temperatures are achieved.
Static Aerated Pile Management
• Measure temperature of windrow at 3 different locations (front, middle, and back), using certified
thermometer from the lab. (See lab personnel for location).
• Record temperature readings in compost notebook in the lab. (See lab personnel for location).
• Pile temperatures must average 40°C or greater for at least 14 days.
• Pile temperatures must reach 55°C or greater for a minimum of 3 days.
• After windrow has met time and temperature requirements leave air on until the windrow is
actually moved.
• Completed pile is moved to back of compost pad near limb pile.
• Fecal testing is to be done on the pile by lab personnel after being moved to the back of the
compost pad. (At a time when the lab decides).
• Samples are taken from three different areas of the windrow using the loader. The samples are
combined to make one sample for testing.
• At which time the fecal test is passed the lab will notify the compost operator.
• If the pile (windrow) should fail any test it would be reincorporated into new piles.
(See Failed Pile Section)

• Pile will be moved under the shed whenever a bay becomes empty.
• Piles are moved under the shed in the order in which they pass all test, with the oldest material
going first.
• Throughout the process from windrow creation to placement into the bays and ultimately
distribution to the customer windrows will not be mixed together. They will remain separate from
each other and tracked accordingly by the compost operator and lab personnel.
Distribution of Compost
• Trucks, trailers, or whatever the customer brings to receive compost is to be loaded in front of the
shed or off the ramp at the back of shed if needed.
• Load from one bay until empty then move on to the next bay. Do not mix up loads from
different bays.
• Each load distributed must be tracked.
• For every customer record the following: Name of compost recipient, Date of distribution,
Address of compost recipient, Amount of compost distributed (number of scoops
(loader buckets)), Intended use of materials.
• Offer a "Compost Handout" to each customer. Note on records if they take a handout.
• After loading vehicle, scrape up spillage from the compost pad.
General Housekeeping of Compost Area
• Keep area in front of shed as clean of possible.
• Scrape up material from the compost pad; push back under the shed or onto the pile(s), wherever
it came from.
• Inspect ditch at windrows daily
o Keep ditch cleaned out
• Inspect corner drain daily
o Keep ditch cleaned out
• Observe drains / pad during rain events
o Note observations on daily sheet
• Observe road leading from compost pad for mulch, compost, and any other materials
o Clean up as necessary
• Use street sweeper around perimeter of plant semi-annually or as needed

Failed Pile Section
• If a pile fails to meet the temperature requirements, it is to be reincorporated into new piles.
• If a pile fails the required fecal test then it is to be reincorporated into new piles.
• When reincorporating failed compost material ensure it is evenly mixed among new piles
required to make 2 piles or more piles.
• Usually mix 1 scoop of failed material with every 2 or 3 scoops of newly mixed material.
• Further mixing will occur naturally when materials are moved to create the actual pile.
• By no means is failed material to leave the compost pad

TOWN OF VALDESE
UTILIZATION AGREEMENT FOR BULK RESIDUAL COMPOST
Customer Information
Name: Phone:
Address:
City: State: Zip:
Compost Information
Amount Loaded:
Compost Use: Soil Amendment / Mulch
Operator Initials:
By signing and agreeing to accept the bulk residuals compost it is recognized that the application of
residuals compost is allowed under the conditions of this agreement. The application of the compost
residuals is considered the application of waster under 15NCAC 02T.1100. The application of the
residuals to the land has been deemed permitted under 15A NCAC.1103 (4) PROVIDED THE
CONDITIONS OF THE AGREEMENT ARE MET. Any action resulting in damages to surface waters or
groundwater resulting in failure to follow the conditions of the agreement is subject to enforcement by the
NC Division of Water Quality.
1) Bulk residuals shall mean a bag, bucket, bin, box, carton, vehicle, trailer, tanker or an open or closed
receptacle with a load capacity greater than 1.102 short tons or one metric ton or less.
2) The person or entity accepting the bulk residual compost will, to the best of their knowledge, meet the
following application requirements.
a. Application of the bulk residuals will stop if it becomes known that the application adversely
affects a threatened or endangered species listed under section 4 of the Endangered Species;
b. Application of the bulk residuals will stop if it causes prolonged nuisance conditions;
c. Application of the bulk residuals shall not occur when the land is flooded, frozen or snow covered
or is otherwise in a condition such that runoff of the residuals would occur;
d. Application of the bulk residuals shall not occur within the 100 year flood elevation unless the
bulk residuals are injected or incorporated within a 24 hour period following the residuals land
application event;
e. Application of the bulk residuals shall not occur during a measurable precipitation event (i.e., >
.01" per hour) or within 24 hours following a rainfall event of 0.5 inches or greater in a 24 hour
period;
f. Residuals stockpiled for more than 14 days shall be covered;
g. Application of the bulk residuals shall not occur if the vertical separation of the depth to seasonal
high water table and the depth of residuals application is less than one foot;
h. Application of the bulk residuals shall not occur if the vertical separation of the depth to bedrock
and the depth of residuals application is less than one foot;
i. Application of bulk residuals shall not occur within 100 feet of a public or private water supply;
j. Application of bulk residuals shall not occur if the land fails to assimilate the bulk residuals or the
application causes the contravention of surface water or groundwater standards;
k. Application of bulk residuals shall not occur within 100 feet of any well with the exception of
monitoring wells;
1. Application of bulk residuals shall not occur within 25 feet of surface waters;
m. Application of bulk residuals shall not occur if the land does not have an established vegetative
cover in accordance with the crop management plan outlined by the local Cooperative Extensive
Office, The Department of Agriculture and Consumer Services, The Natural Resources
Conservation Service, or other agronomist unless the bulk residuals are incorporated within a 24
hour period following the residuals land application event or injected.
3) Any third parties receiving bulk residuals from the Town of Valdese shall be supplied with proper
documentation specifying that land application of bulk residuals shall occur consistent with this agreement.
4) A copy of this utilization agreement shall be maintained at the land application site and in all manned
equipment at the land application site when bulk compost residuals are being applied. A spill prevention
plan shall be maintained in all residuals transport and application vehicles.
5) The Town of Valdese has the duty from NC DWQ and right to deny the future distribution of compost to
any person or entity who has knowingly or willingly violated this user utilization agreement.
CUSTOMER SIGNATURE: DATE:

2018
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
DT
MONTH
AVG INF FLOW
TOTAL INF FWA
AVG EFF FLOW
TOTAL EFF FLOVI
CENT. #1
CENT. 92
RAS
PWAS
SWAS
RES IN
FUGEO
JAN
1982.29
61451.00
1553.26
48151.00
0.00
826.00
66377.00
135.00
104.00
1.60
52.90
FEB
2604.39
72923.00
2134.39
59763.00
0.00
673.00
60312.00
86.00
1480.00
1.27
37.30
MAR
1805.87
55982.00
1558.52
48314.00
0.00
886.00
66318.00
186.00
309.00
1.26
43.81
APRIL
753.17
22595.00
2090.63
62719.00
0.00
376.00
62739.00
166.00
257.00
1.64
27.98
MAY
1104.29
34233.00
1808.00
56048.00
0.00
914.00
64497.00
99.00
913.00
1.03
39.26
JUNE
1905.83
57175.00
1791.70
53751.00
54.00
789.00
64828.00
141.00
2484.00
1.24
41.59
JULY
1081.84
33537.00
1511.94
46870.00
0,00
1100.00
66979.00
190.00
2159.00
1.25
57.41
AUG
2201.39
68243.00
1890.06
58592.00
0.00
584.00
63362.00
166.00
963.00
1.49
36.86
SEPT
2217.77
66533.00
1916.13
57484.00
0.00
808,00
63715.00
83.00
809.00
1.51
50.39
OCT
2654.00
82274.00
2172.06
67334.00
0.00
804.00
66708.00
72.00
828.00
1.47
50.02
NOV
2766.13
82984.00
2342.63
70279.00
0.00
543.00
63568.00
150.00
586.00
1.93
44.55
DEC
2682.00
88702.00
2560.00
71680.00
0.00
742.00
55767.00
125.00
191.00
2.09
63.86
AVG
i
1979.91
60552.67
1944.11
58415.42
4.50
753.75
63764.17
933.25 1
923.58
1
45.49
TOTAL
726632.00
700985.00
54.00
9045.00
765170.0
1599.00
11083.00
545.92

2017 YEAR END REPORT
MONTH AVG INF
FLOW
TOTAL INF
FLOW
AVG EFF
FLOW
TOTAL EFF
FLOW
TOTAL
CENT #1
TOTAL
CENT #2
TOTAL
RAS
TOTAL
PWAS
TOTAL
SWAS
RES
IN
DRY TONS
FUGED
JAN 1973
61160
1571
48713
1144
0
86890
214
331
1.88
89.69
FEB 1678
46981
1296
36287
1478
0
82523
24
317
2
123.27
MAR 1682
52155
1247
38649
1890
0
70318
105
246
1.62
127,68
APRIL 2676
80289
2274
68217
1634
0
81183
78
566
1.2
81.77
MAY 2083
64559
1659
51417
1452
0
67465
270
426
1.69
102.33
JUNE 1985
59562
1707
51220
672
557
63536
215
804
1.57
80.46
JULY 1560
48359
1332
41307
0
1149
66395
392
3805
2.17
103.97
AUG 2106
63182
1635
49063
0
1419
64561
196
4444
1.85
109.47
SEPT 1855
55564
1313
39391
0
611
62075
155
1883
1.5
38.22
QCT 2114
65541
1526
47313
1267
121
66077
175
701
1.51
87.40
NOV 2031
60920
1419
42564
1165
0
62486
122
727
1.36
65.07
DEC 1713
531091
1276
395451
462
271
62761
158
382
1.48
45.24
AVG
1.95
1.52
0.93
0.34
69.69
0.18
1.22
1.65
87.96
TOTAL
711491
553686
11164
4128
836271
2104
14632
1055.55

2016
TOTAL
CENT. #1
TOTAL
CENT. #2
TOTAL
RAS
TOTAL
PWAS
TOTAL
SWAS
DT
FUGED
MONTH
VG INF FLOW
TOTAL INF FLOW
AVG EFF FLOW
TOTAL EFF FLOW
JAN
2.45
75.92
1.84
57.11
1.16
0.00
84.24
0.17
1.20
77.98
FES
2.67
77.31
2.21
64.19
1,16
0.00
82.55
0.23
0.20
10775
MAR
1,62
50.24
1.58
49,00
1.81
0.00
91.24
0.03
22.14
165.57
APRIL
1.46
43.89
1.37
40.95
1.87
0,00
85.04
0.21
28.25
181.35
MAY
1.74
53.93
1.60
49.62
0.66
0.00
82.27
0.25
33.58
33.08
JUNE
1.66
49.81
1.60
48.09
0.00
1.65
80.12
0.09
0.09
133.52
JULY
1.78
55.20
1.71
53.01
0.37
1.01
80.44
0.17
0.01
152.57
AUG
2.41
74.77
2.07
64.09
0.58
0.00
71.22
0.12
0.05
54.38
SEPT
1.85
55.39
1.60
48,14
0.71
0.03
62.41
0.22
0.29
63,83
OCT
1.80
55.86
1.35
41.78
0.82
0.00
72.30
0.04
0.31
71.64
NOV
1.77
53.16
1.35
40.39
0.98
0.00
74.49
83.00
0.46
59.78
DEC
1.68
52.02
1.27
39.46
0.80
0.00
67.20
0.17
0.25
55.50
AVG
1.91
58.12
1.63
49,85
0.91
0.22
77.79
7.06
7.24
97.24
TOTAL
697.49
595.83
10.92
2.69
933.52
84.70
86.83
1166.94

FECAL COLIFORM - MULTIPLE TUBE FERMENTATION (SM 9221 C & E)
Sample ID:
Sample Date:
Sample Time:
Sampler:
Test Date:
Test Analyst:
3
C �
Dry Incubator Water Bath
Time In
Time Out 12 A
TuE-3encithroth
Sample
Confirmation
Total
Dilution
Positive
1
-
2
A
+ _
3
Double
+ _
4
(1 ml)
+ _
J
5
-1717
+ -
6
+ _
7
A
+ _
8
Single
+ _
9
(0.1 ml)
+
10
+ _
11
_
12
B
0++
13
Double
14
(0.01 ml)
+ _
15
+
16
+
17
B
+ _
18
Single
+ _
19
(0.001 ml)
+ _
20
+
Sterility Control
Single - Strength Broth: 4
Double - Strength Broth: _g_
Single - Strength Buffer Water: _
Double -Strength Buffer Water:
A-1 Broth Lot#: (c73c 7�(�Q MPN/g =
Incubation Times:
Dry Incubator. 3 hours
Water Bath: 21 +1- 2 hrs.
MPN Index:
S -3-o
Index
10 X MPN Index / 100m1
Largest Volume x % Dry Solids 1 x d1_y
MPN FECAL COLIFORM / GRAM �c1
Yuo
a- -7kI

F;
N
O
O
0
N
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n
N
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v
N
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FECAL COLIFORM - MULTIPLE TUBE FERMENTATION (SM 9221 C & E)
Sample ID:
Sample Date:
Sample Time:
Sampler:
Test Date:
Test Analyst:
P.
Dry Incubator Water Bath
Time In f _ 4 }j 1 _ L ( P -n,
Time Out : �I p I o 0 0
Tube #
Broth
Sample
Confirmation
Total
EP7ositive
Strength
Dilution
1
+ -
2
A
+ _
3
Double
+ _
4
(1mI)
+ _
5
_
6
+ -
7
A
+
8
Single
+ _
9
(0.1 ml)
+ _
10
+ _
11
+ _
12
B
+
13
Double
+
L�
14
(0.01 mi)
_
15
+
16
+
17
B
+
18
Single
+
19
(0.001 mi)
+ _
20
+
Emma
Sterility Control: MPN Index:
Single - Strength Broth:
Double - Strength Broth:
Single - Strength Buffer Water: Index #.
Double - Strength Buffer Water: _
10 X MPN Index 1100m1
A-1 Broth Lot #: Co 3 `v 7?bb MPN / g =
Incubation Times: Largest Volume x % Dry Solids
Dry Incubator. 3 hours
Water Bath: 21 +1- 2 hrs.
MPN FECAL COLIFORM / GRAM
fox 131-.) 13a�
l X a7.`f a:'ly
I-) P<j

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FECAL COLIFORM - MULTIPLE TUBE FERMENTATION (SM 9221 C & E)
Sample ID:
Sample Date:
Sample Time:
Sampler:
Test Date:
Test Analyst:
-7
Dry Incubator Water Bath
Time In I IVL 1 r
Time Out F� A
Tube #
Broth
Sample
Confirmation
Total
Strep th
Dilution
Positive
1
+ -
2
A
+ _
3
Double
+ _
4
(1 ml)
+ _
5
+ -
6
+ -
7
A
+ _
8
Single
+ _
9
(0.1 mi)
+
10
+
11
+ _
12
B
+ _
13
14
Double
+
(0.01 m1)
+
15
+
16
+ _
17
B
+ _
18
Single
+ _
19
(0.001 mi)
+ _
20
+
Sterility Control• MPN Index:
Single - Strength Broth: _,g
Double - Strength Broth:
Single - Strength Buffer Water: Index #:
Double - Strength Buffer Water:
A-1 Broth Lot #: 6 3,n 7K <�
Incubation Times:
Dry Incubator. 3 hours
Water Bath: 21 +1- 2 hrs.
MPN / g =
10 X
(3 -- Q ._ 0
MPN Index/ 100ml
Largest Volume x % DrySolids
01 ION qif� I i
J
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FECAL COLIFORM - MULTIPLE TUBE FERMENTATION (SM 9221 C & E)
Sample ID:
Sample Date:
Sample Time:
Sampler:
Test Date:
Test Analyst:
H
Dry Incubator Water Bath
Time In I' 11�
tPn-,
Time Out : p,,, t t , I - A�
Tube #
Broth
SampletTotal
St ren th
Dilution
Positive
1
2
A
3
Double
4
(1 ml)
5
6
+ -
7
A
+ _
8
Single
+ _
9
(0.1 ml)
+ _
10
+ _
11
+
12
B
+
13
Double
+ _
14
{0.01 m1)
+
15
+
16
+
17
B
+ _
18
Single
+ _
19
(0.001 m1)
+ _
20
+ _
Sterility Control
Single - Strength Broth:
Double - Strength Broth: ——
Single - Strength Buffer Water:
Double - Strength Buffer Water:
A-1 Broth Lot#: 6, Q 7pQ<n MPN /g
Incubation Times:
Dry Incubator. 3 hours
Water Bath: 21 +/- 2 hrs.
u
MPN Index.-
Index
ndex.Index #.-
10
.10 X MPN Index / 100ml
Largest Volume x % DrySolids
I x X 7.'1 X4.7.9
MPN FECAL COLIFORM / GRAM <

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FECAL COLIFORM MULTIPLE TUBE FERMENTATION (SM 9221 C & E)
Sample ID: �-, cry a _ Qlt IF
Sample Date: _ A-- P .1 D
Sample Time: I Dry Incubator Water Bath
_. O a A� Time in E4P,
(Sampler t�zT,ycy`Tima out
Test Date: E (( :
Test Analyst -
Single - Strength Broth:
Double -Strength Broth:
Single - Strength Buffer Water:(
Double - Strength Buffer Water:
MPN Index.,
Index A.
10 X MPN Index/ 100mf
A-1 Broth Lot#: &30-7N,3MPNJg= Ivx��
Incubation Times: Largest Volume x % Dry Solids 1
I X�y.I ay.l
Dry Incubator. 3 hours
(Nater Bath: 21 +1- 2 hrs.
MPN FECAL COLIFORM / GRAM
Tube #
1osftive
2
Broth
Stren th
Sample
Dilution
A
Confirmation
+
+ _
Total
3
Double
+ _
4
(1 ml)
+ _
5
+ -
6
+
7
A
+ _
8
9
Single
+
(0.1 ml)
+
10
+
11
+
12
B
+
13
14
Double
(0.01
+
v
mi)
+ _
15
+
16
+
17
S
+ _
18
19
Single
(0.001
+ _
ml)
+ _
Single - Strength Broth:
Double -Strength Broth:
Single - Strength Buffer Water:(
Double - Strength Buffer Water:
MPN Index.,
Index A.
10 X MPN Index/ 100mf
A-1 Broth Lot#: &30-7N,3MPNJg= Ivx��
Incubation Times: Largest Volume x % Dry Solids 1
I X�y.I ay.l
Dry Incubator. 3 hours
(Nater Bath: 21 +1- 2 hrs.
MPN FECAL COLIFORM / GRAM

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FECAL COLIFORM - MULTIPLE TUBE FERMENTATION (SM 9221 C & E)
Sample ID:
Sample Date:
r
Sample Time:
----��
I
Dry incubator Water Bath
Sampler.�a�,
-
Time In
_ y
Test Date:
--
Time Out
I .
Test Analyst:
I
Tube #
Broth
Stren th
Sample
Dilution
Confirmation
Total
1
Positive
2
A
+ _1
+
3
4
Double
+
(1 ml)
+ _
5
+
6
+
7
A
+ _
8
g
Single
+
(0.9ml)
+ _
10
+
11
+
12
B
+ _
13
Double
+
14
(0.01 ml)
+ _
v
15
16
+ _
17
B
+
18
Single
+
\J
19
(0.001 m1)
+
20
+
Sterility Control
Single - Strength Broth: -
Double - Strength Broth:
Single -Strength Buffer Water:
Double - Strength Buffer Water.
A-1 Broth Lot #: �p��y 7gba . MPN / g =
Incubation Times:
Dry Incubator. 3 hours
Water Bath: 21 +/_ 2 hrs.
MPN Index. 0 - Q - v
Index #.-
A -1
.
10 X MPN Index / 100ml
Largest Volume x %DrySolids 1
MPN FECAL COLIFORM i GRAM �_
J

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FECAL COLIFORM '- MULTIPLE TUBE FERMENTATION (SM 9221 C & E)
Sample ID:
Sample Date: c� _
Sample Time: Dry Incubator Water Bath
Sampler. r� Time In i'
Test Date:Time Out
G a�- lk
Test Analyst:
erility ontrol:
Single - Strength Broth:
Double - Strength Broth:
Single - Strength Buffer Water:
Double - Strength Buffer Water;
A-1 Broth Lot #:
Incubation Times:
Dry Incubator. 3 hours
Water Bath: 21 +/- 2 hrs.
MPN Index.
Index #.
S- Q - .Q
a3
J
MPN / 9
10 X MPN Index) 100ml 1� x
=
Largest Volume x % DrySolids .I x 3(� � l _ 36 _ I
MPN FECAL COLIFORM ! GRAM .
Tube #
Broth
Strep th
Sample
Dilution
Confirmation
Total
1
Positive
2
A
+ _
+ _
3
Double
+ _
C
J
4
(1 ml)
+ _
5
+ -
6
+
7
A
+ _
8
9
Single
+
Q
(0.1 ml)
10
+
11
+
12
B
+
13
14
Double
:+
Q
(0.01 mi)
+
15
+
16
+ -
17
B
+
18
single
+
d
18
(0.001 mi)
+
20
+
erility ontrol:
Single - Strength Broth:
Double - Strength Broth:
Single - Strength Buffer Water:
Double - Strength Buffer Water;
A-1 Broth Lot #:
Incubation Times:
Dry Incubator. 3 hours
Water Bath: 21 +/- 2 hrs.
MPN Index.
Index #.
S- Q - .Q
a3
J
MPN / 9
10 X MPN Index) 100ml 1� x
=
Largest Volume x % DrySolids .I x 3(� � l _ 36 _ I
MPN FECAL COLIFORM ! GRAM .

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FECAL COLIFORM - MULTIPLE TUBE FERMENTATION (SM 9229 C & E)
Sample ID:
Sample Date:
Sample Time:
Sampler.
Test Date:
Test Analyst:
14P
Dry Incubator Water Bath
Time In y t I p
Time out IL y pm a
_ �teriGfi� Cor�tro!•
Single - Strength Broth: ff
Double -'Strength Broth: --
Single - Strength Buffer Water: -.
Double -Strength Buffer Water.
A-9 Broth Lot#: (0 3'Q' -7ila U MPN / g
Incubation Times:
Dry Incubator. 3 hours
Water Bath: 21 +/- 2 hrs.
MPN Index:
Index
10 X MPN Index/ 100ml
Largest Volume x % Dry Solids
MPN FECAL COUFORM I GRAM
J
I® x I� _ 160
f x 3-1. �i 3 �.s

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o \
o �
cy O
it
D
O
J
O
O
N
}
Q
LL
O
N
H,
Q
=
J
N
Q
Q
J
O
h
S
C7
W
N
Q
D
J
O
0
N
Q
J
O

J
FECAL COLIFORM - MULTIPLE TUBE FERMENTATION (SM 9221 C & E)
Sample ID:
Sample Date:
Sample Time:
Sampler:
Test Date:
Test Analyst:
FALL-.- a - a� 1 Q
I -tel- 17
�l 7 A �
C1 / iz� w
P K1 CK
Time In
Time Out
Dry Incubator Watar Rath
l o. 1-7.4m
(:1 7 Ply,-
M'L7
'. L -7Pm-
S.3(3 Aa,.
Tube #
Broth
Sample
Confirmation
Total
Stren th
Dilution
Positive
1
+ _
2
A
+ _
3
Double
+ _
4
(1 ml)
+
5
+
6
+
7
A
+
8
Single
+
/\
9
(0.1 ml)
+
�J
10
+
11
+
12
B
+
13
Double
U
14
(0.01 ml)
+
15
+
16
+
17
B
+
18
Single
+
0
19
(0.001 ml)
+ _
20
+ _
eC/lltY Control'
Single - Strength Broth: 0
Double - Strength Broth: __ce
Single - Strength Buffer Water:
Double - Strength Buffer Water:
A-1 Broth Lot #:`J6 3,D t�lq MPN / g =
Incubation Times:
Dry Incubator: 3 hours
Water Bath: 21 +/- 2 hrs.
MPN Index: Q -- �) . 0
Index #.
10 X MPN Index/ 100ml
Largest Volume x% Dry Solids i X 3 ti 7 3q.7
MPN FECAL COLIFORM / GRAM -< I

Ry
D
m
J
Q
m'
Ry
D
m
J

FECAL COLIFORM - MULTIPLE TUBE FERMENTATION (SM 9221 C & E)
11
Sample ID: ALL_ o) - c2 0 1C.3„o�z cn
Sample Date:
Sample Time:
Sampler:
Test Date:
Test Analyst:
Time In
Time Out
Dry Incubator Water Rath
10:1_7A�
-7Prn
L I-7 PM
I 8 3c3A4,
Tube #
Broth
Sample
Confirmation
Total
Strength
Dilution
Positive
1
+
2
A
+
3
Double
+
r�
4
(1 ml)
+ _
v
5
+
6
+ -
7
A
+
8
Single
+ _
9
(0.1 ml)
+ _
10
+
11
+
12
B
+
13
Double
+
14
(0.01 m1)
+
15
+
16
+
17
B
+
18
Single
+ _
19
(0.001 m1)
+
20
+
Sterility Control: MPN Index: Q - c} - v
Single - Strength Broth:
Double - Strength Broth: _yam
Single - Strength Buffer Water: _-5z( Index #: C
Double - Strength Buffer Water: _
10 X MPN Index/ 100m1
A-1 Broth Lot #: SQ MPN / g= I a x< a J
Largest Volume x % Dry Solids I z 3 .�
Incubation Times: 3 )'
Dry Incubator 3 hours
Water Bath: 21 +/- 2 hrs.
MPN FECAL COLIFORM / GRAM < I

ag
02
CA
Ic
GO
O � Q

FECAL COLIFORM - MULTIPLE TUBE FERMENTATION (SM 9221 C & E)
Sample ID:
(—A L-,-- .3 - d Q ((,A
Sample Date:
I- s- .- ! 7
Sample Time:
474(.n A,
Sampler:
G ,J
Test Date:
i . 5 _ / 7
Test Analyst
Dry Incubator Water Bath
Time In a: t I A, -,i Il a: I I Anti
Time Out IcJ I l n1, I S Ay,
Tube #
Broth
Sample
Confirmationtive
ETo�talStren
7+
th
Dilution
1
2
A
+ _
3
Double
+
4
(1 mi)
+ _
5
+
6
+
7
A
+
8
Single
+ _
9
(0.1 ml)
+ _
10
+
11
+
12
B
+ _
13
Double
+
S i
14
(0.01 ml)
+
�J
15
+
16
+
17
B
+ _
18
Single
+ _
O
19
(0.001 m1)
+
20
+
Sterility_ Control:
Single - Strength Broth:
Double - Strength Broth: _
Single -Strength Buffer Water:
Double - Strength Buffer Water:
A-1 Broth Lot #: SQ 3 Q '� �_A 5 MPN / g =
Incubation Times:
Dry Incubator: 3 hours
Water Bath: 21 +/- 2 hrs.
MPN Index: -
Index #: < j
10 X MPN Index / 1 00m
Largest Volume x % Dry Solids
- [xgQcl-
MPN FECAL COLIFORM I GRAM L

0
©� Q
IM
k.3V
Q
©� Q
IM
k.3V

FECAL COLIFORM - MULTIPLE TUBE FERMENTATION (SM 9221 C & E)
Sample ID:
Sample Date:
Sample Time:
Sampler:
Test Date:
Test Analyst:
l -7
Time In
Time Out
Dry Incubator Water Bath
s o 5 .4 ,.,
/ - S -Q %
r^1
I IQ:Q,A�
Tube #
Broth
Sample
Confirmation
Total
Strength
Dilution
Positive
1
+
2
A
+
3
Double
+
4
(1 ml)
+ _
5
+
6
+
7
A
+ �\
8
Single
+
(!\
9
(0.1 ml)
+
\�
10
+
11
+
12
B
+
13
Double
+
r\
14
(0.01 m1)
+
v
15
+
16
+
17
B
+
18
Single
+
`l
19
( 0.001 ml)
+
�J
20
+
Sterility Control.
Single - Strength Broth:
Double - Strength Broth:
Single - Strength Buffer Water: _
Double - Strength Buffer Water: X6'
A-1 Broth Lot #: -!s O, 3 0
Incubation Times:
Dry Incubator 3 hours
Water Bath: 21 +/- 2 hrs.
U
MPN Index:
Index #:
Q -Q- Q
L
J
10 X MPN Index/ 100ml f j
MPN/g = —
Largest Volume x % Dry Solids
MPN FECAL COLIFORM / GRAM {

CD
0
2P
i
1i,g
Mw
o
COD
OD
OD
Mw
4;
o
co
4;

FECAL COLIFORM - MULTIPLE TUBE FERMENTATION (SM 9221 C & E)
Sample ID:
Sample Date:
Sample Time:
Sampler:
Test Date:
Test Analyst:
6 V, P.
Dry Incubator Water Bath
Time In
Time Out i 1
Tube #
Broth
Sample
Confirmation
Total
Strength
Dilution
Positive
1
+
2
A
+
3
Double
+
4
(1 ml)
+
5
+
7
A
+
8
Single
+
9(0.1m1)
+
10
+
11
+
12
B
+
13
Double
+
14
(0.01 ml)
+
15
+
16
+
17
B
+ _
18
Single
+
19
(0.001 m1)
+
20
+
Sterility Control•
Single - Strength Broth: G�
Double - Strength Broth: ✓
Single - Strength Buffer Water: ✓
Double - Strength Buffer Water: ,`"d'
A-1 Broth Lot#: So����-� MPN /g =
Incubation Times:
Dry Incubator. 3 hours
Water Bath: 21 +1- 2 hrs.
MPN Index:
Index #:
10 X MPN Index / 100ml
Largest Volume x % Dry Solids
MPN FECAL COLIFORM ! GRAM c

N
m

FECAL COLIFORM - MULTIPLE TUBE FERMENTATION (SM 9221 C & E)
Sample ID:
Sample Date:
Sample Time:
Sampler:
Test Date:
Test Analyst:
Dry Incubator Water Bath
Time In 1 G':q - A- W ;
Time Out (a ; c/ PM I / - A- -
Tube #
Broth
Sample
Confirmation
Total
Strength
Dilution
Positive
1
+
2
A
+ _
3
Double
+
4
(1 ml)
+
5
+
6
+
7
A
+
8
Single
+ _ 1
9
(0.1 ml)
+
10
+
11
+ _
12
B
+
13
Double
+
14
( 0.01 ml)
+
15
+
16
+ _
17
B
+ _
18
Single
+
19
(0.001 ml)
+
20
+ _
terility Control
Single - Strength Broth: S,
Double - Strength Broth: __
'PL
Single -Strength Buffer Water:
Double - Strength Buffer Water: _
A-1 Broth Lot #: 5 cl MPN / g =
Incubation Times:
Dry Incubator: 3 hours
Water Bath: 21 +/- 2 hrs.
MPN Index.
Index #.
10 X
V— v �
MPN Index/ 100ml
Largest Volume x % DrySolids
MPN FECAL COLIFORM / GRAM �
J
.37

Mr,
jj
�J
�
ve
0
7-
5
0
CA
CPO
aY
m
5a3
d._—.9
�-
f
7[
"kT<
Fd
S/tea
4
m
4-C' it
in
Cy
7
yy_
CD
Mr,
jj
�J
_M
0
CPO
m
d._—.9
�-
a
Fd
S/tea
4
m
4-C' it
in
Cy
7
yy_
CD
d
DO
i
y
1
i
�
ELIZ—
r
_M
0
CPO
m
Cy
7
yy_
CD
d
�
ELIZ—

FECAL COLIFORM - MULTIPLE TUBE FERMENTATION (SM 9221 C & E)
Sample ID:
Sample Date:
Sample Time: 9 :g�
Sampler: C _ g,nr_�a-rte
Test Date: � _ 13 _ / -7
Test Analyst: zx(
Dry Incubator Water Bath
Time In v
Time Out L P, J d - SS
Tube
Tube #
Broth
Sample
Confirmation
Total
St ren th
Dilution
Positive
1
+
2
A
+ _
3
Double
(1 ml)
+
5
+
6
+ _
7
A
+ _
8
Single
+ _
9
(0.1 ml)
+
10
+
11
+ _
12
B
+
13
Double
+
14
( 0.01 ml)
+
�J
15
+
16
+
17
B
+
18
Single
+
�\
19
( 0.001 ml)
+
�J
20
+
Sterility Control
Single - Strength Broth: S�T
Double - Strength Broth: �s
Single - Strength Buffer Water:
Double - Strength Buffer Water: "52:�
A-1 Broth Lot #: SO 3 5,,S -
Incubation
5
Incubation Times:
Dry Incubator. 3 hours
Water Bath: 21 +/- 2 hrs.
MPN Index.-
Index
ndex:Index #.
J
10 X MPN Index/ 100ml
MPN/g = �-/v
Largest Volume x % Dry Solids I >� 3>. " 27j�
MPN FECAL COLIFORM / GRAM

G.)
a`
irl
M
e
�d
3a3
_ i
6
(VAGI
XF
G
E
G.)
a`
irl
M
e
�d
3a3
_ i
6
(VAGI
XF
G
CY
4
i
OD
r
OD
ca

FECAL COLIFORM - MULTIPLE TUBE FERMENTATION (SM 9221 C & E)
Sample ID:
Sample Date:
Sample Time:
Sampler:
Test Date:
Test Analyst:
'v -J .r t), Iq - c-� 1-7
Dry Incubator Water Bath
Time In Li PN�'
Time Out (: �� Y: 3
Tube #
Broth
Sample
Confirmation
Total
Stren th
Dilution
Positive
1
+ _
2
A
+
3
Double
+
4
(1 ml)
+ _
5
+
6
+ _
7
A
+
8
Single
+
Q
9
(0.1 ml)
+
10
+
11
+
12
B
+
13
Double
+
O
14
(0.01 ml)
+
15
+
16
+
17
B
+
18
Single
+
19
(0.001 m1)
+
20
+
Sterility Control: MPN Index: 1.{ _ d _
Single - Strength Broth:
Double - Strength Broth: —4
Single - Strength Buffer Water: Index #: 15
Double - Strength Buffer Water:
10 X MPN Index/ 100ml
A-1 Broth Lot #: .S a � a�� 5 MPN / g =
Incubation Times: Largest Volume x % Dry Solids
Dry Incubator. 3 hours
Water Bath: 21 +/- 2 hrs.
MPN FECAL COLIFORM / GRAM Cn

R
9
0
i_
_ cs
o
PifA ti 1 ,.syq l
3 m j M LP
9 � L
95 %�S "" .+ i y
�BB �
1 0 1 f 0 W 0
a W 00 }€
co
" fT

FECAL COLIFORM - MULTIPLE TUBE FERMENTATION (SM 9221 C & E)
Sample ID:
Sample Date:
Sample Time:
Sampler:
Test Date:
Test Analyst:
1�5 V,_/' .
Time In
Time Out
Dry Incubator Water Rath
3 4
i :3
Sample
f 30�I
E,`
Tube #
Broth
Sample
Confirmation
Total
Stren th
Dilution
Positive
1
-
2
A
3
Double
7++-
4
(1 ml)
I
5
+
6
+
7
A
+
8
Single
+ _
O
9
(0.1m1)
+ _
10
+
11
+
12
B
+
13
Double
+
14
(0.01 ml)
+
15
+
16
+ _
17
B
+
18
Single
+
V
19
(0.001 ml)
+ _
20
+
Sterility Control: MPN Index:
Single - Strength Broth:
Double - Strength Broth:
Single - Strength Buffer Water: _15_�d Index #:
Double -Strength Buffer Water:
10 X
A-1 Broth Lot#: SQ MPN / g =
Incubation Times:
Dry Incubator 3 hours
Water Bath: 21 +/_ 2 hrs.
,q- (D- O
1
MPN Index / 100ml
Largest Volume x % Dry Solids
MPN FECAL COLIFORM / GRAM
K31.(, 31.4

M
co
0
Q
3
V

FECAL COLIFORM - MULTIPLE TUBE FERMENTATION (SM 9221 C & E)
Sample ID:
Sample Date:
Sample Time:
Sampler:
Test Date:
Test Analyst:
1-7
Time In
V-„ _,,,,, ime Out
Dry Incubator Water Rath
Li.o=
L
3�
P�
I: 3L) PIZ
I�7
�a
Dilution
Tube #
Broth
Sample
ConfirmationE�T�otal
Stren th
Dilution
1
+ -
2
A
+
3
Double
+
4
(1 ml)
+ _
5
M
+ -
6
+ _
7
A
+
8
Single
+
9
(D.1 ml)
+
10
_
11
+
12
B
+
13
Double
+
14
(0.01 m1)
+
15
+
16
+
17
B
+
18
Single
+
Q
19
(0.001 m1)
+
20
+
Sterility Controt
Single - Strength Broth:
Double - Strength Broth:
Single - Strength Buffer Water:
Double -Strength Buffer Water:
A-1 Broth Lot #: SQ O CT 9 5- MPN I g =
Incubation Times:
Dry Incubator. 3 hours
Water Bath: 21 +1- 2 hrs.
MPN Index.-
Index
ndex.
Index #.
S-3-,3
YG
10 X MPN Index 1100ml to
Largest Volume x % Dry Solids
MPN FECAL COLIFORM / GRAM 7

it
0
a -Z
m -m
X

FECAL COLIFORM - MULTIPLE TUBE FERMENTATION (SM 9221 C & E)
Sample ID: ( d- - o2Cl 17
Sample Date:{ _ 2� _ I
Sample Time: -7 _ a 14 A�
Sampler:
Test Date:
Test Analyst:
Dry Incubator Water Bath
Time In !I I : i
Time Out 1 a A (-
Tube #
Broth
Sample
Confirmation
Total
St ren th
Dilution
Positive
1
+
2
A
+
3
Double
+
4
(1 ml)
+
5
+ -
6
+
7
A
+
8
Single
+
9
(0.1 ml)
+
10
+
11
+
12
B
+
13
Double
+
O
14(0.01
mi)
+
15
+
16
+
17
B
+ _
18
Single
+ _
19
(0.001 m1)
+
20
+
Ste[ility Control.
Single - Strength Broth: .rd'
Double - Strength Broth: __!O/
Single - Strength Buffer Water:
Double - Strength Buffer Water:
A-1 Broth Lot#: 5Q3049� MPN /g =
Incubation Times:
Dry Incubator: 3 hours
Water Bath: 21 +/- 2 hrs.
MPN Index:
Index #.
5-�2-0
5Q
J
10 X MPN Index/ 100ml IQx So Sop
Largest Volume x % Dry Solids I x Zco• b a�,.
MPN FECAL COLIFORM I GRAM 19

co
0
CA
O
Q
am
9
Q
TT
Qo
s
_
D _
�
O
Q
A
A
Q
TT
Q
A
A
0
TT
Qo
s
_
D _
�
i
V
6
CM
cc
D
�
ii
g
Qty
t
33
IND
G
c
Li
r
Q
A
A
0
TT
Qo
FF`'^CJ

FECAL COLIFORM - MULTIPLE TUBE FERMENTATION (SM 9221 C & E)
Sample ID: Spec N c� 3 - o-)0 1 -i
Sample Date: (o _ CA _ , -7
Sample Time: (o ; o, Time In
Sampler: C , gaa_yy�-Y, wz«y,,4., Time out
Test Date: , Q, - (-7
Test Analyst: U
Dry Incubator Water Rath
Tube #
Broth
SampletConfirmationTotal
Strength
Dilution
Positive
1
2
A
Double
4
(1 mi)
5
6
+
7
A
+
8
Single
+ _
p�
�J
9
(0.1 ml
+
10
+
11
+
12
B
+
13
Double
+
14
(0.01 ml)
+
15
+
16
+
17
B
+ _
18
Single
+ _
19
(0.001 ml)
+
20
+
Sterility control:
Single - Strength Broth: t
Double - Strength Broth:
Single - Strength Buffer Water: _,x
Double - Strength Buffer Water. R-
MPN Index: Q _ O _ Q
Index #. < a-
10 X MPN Index/ 100ml
A-1 Broth Lot#: 543��i �� MPN / g =
Largest Volume x % Dry Solids I X 31 q '
Incubation Times:
Dry Incubator. 3 hours
Water Bath: 21 +/- 2 hrs.
MPN FECAL COLIFORM / GRAM
J
<ari
3 t -j

a
Eld H 0
t
n
M
�{
Eam
�J
Li
£
2
C9
0
CD
FN
p s
Q
h
3
,dm
SSA
M
�{
_
=
2
C9
0
CD
SSA

FECAL COLIFORM - MULTIPLE TUBE FERMENTATION (SM 9221 C & E)
Sample ID: , Ari Svc,-oZpl-7 IJ �.k-v.
Sample Date: (o - C, , r y Dry Incubator Water Bath
Sample Time: o: (39 At -, Time In d : I_ PM
Sampler: E. Time Out PAKA 3 1
Test Date:
Test Analyst:
Tube #
Broth
SampletConfirmationTotal
St th
DilutionPositive
2
A
3
Double
4
(1 ml)
5
6
+
7
A
+
8
Single
+
9
(0.1 ml)
+
10
+
11
+
12
B
+
13
Double
+
14
(0.01 mi)
+
15
+
16
+
17
B
+
18
Single
+ _
19
(0.001 m1)
+
20
+
Sterility Control:
Single - Strength Broth:
Double - Strength Broth: ___<a
Single - Strength Buffer Water:
Double - Strength Buffer Water.
A-1 Broth Lot #: &0 3 Q '� 9 J -
Incubation Times:
Dry Incubator. 3 hours
Water Bath: 21 +1- 2 hrs.
MPN Index: (0 - p - Q
Index #: < ,�-
MPN / g = 10 X MPN Index 11 00ml I Q < av
Largest Volume x % Dry Solids I
MPN FECAL COLIFORM / GRAM l

Gl
F
29
0
r-
5
Q
o� Q
O
1-9
KJ
Lo
CCI 1
Li
.,
c
ij ➢
�
a �
�
3
T�uffaa
b
bok
O
1-9
KJ
Lo
2.
.,
c
3
433
�/y
r
O
1-9
KJ

FECAL COLIFORM - MULTIPLE TUBE FERMENTATION (SM 9221 C & E)
Sample ID: Lpft,inlG- /-/ _ 2 Q /-1
Sample Date: Cn -7- / -7
Sample Time: P: y G A,
Sampler: A v� u
Test Date: G _
Test Analyst: C-6
Dry Incubator Water Bath
Time In a ; 3 P
Time Out j P
Tube #
Broth
Sample
Confirmation
Total
St ren th
Dilution
Positive
1
+
2
A
+
3
Double
+
�\
4
(1 ml)
+
v
5
+
6
+
7
A
+ _
8
Single
+ _
r,
V
9
(0.1 ml)
+ _
10
+
11
+ _
12
B
+
13
Double
+
0
14
(0.01 ml)
+
15
+
16
+
17
B
+
18
Single
+
19
(0.001 ml)
+
V
V
20
+
Sterility Control:
Single - Strength Broth:
Double - Strength Broth:
Single - Strength Buffer Water:
Double - Strength Buffer Water:
A-1 Broth Lot #: p 3,3 9 S
Incubation Times:
Dry Incubator. 3 hours
Water Bath: 21 +/- 2 hrs.
MPN Index: Q - Q �o
Index #. <
10 X MPN Index/ 1 00m ( �
MPN / g = _ <a�
Largest Volume x % DrySolids (><
MPN FECAL COLIFORM I GRAM < I

_a

FECAL COLIFORM - MULTIPLE TUBE FERMENTATION (SM 9221 C & E)
Sample ID:
Sample Date: (p -a -7 _ ( -7
Sample Time: 8 d-� A, Time In
Sampler: G .yR r r^ c ✓ Time Out
Test Date: _ c,2 < <
Test Analyst
Dry Incubator Water Rath
C
( :�1P
1 v P
I-)(\ Au
Tube #
Broth
Sample
Confirmation
Total
Stren th
Dilution
Positive
1
+
2
3
Double
A
+
+ _
4
(1 ml)
+ _
5
+
6
+
7
A
+
8
Single
+
9
(0.1 ml)
+
10
+
11
+
12
e
+
13
Double
+
14
(0.01 ml)
+ _
15
+
16
+
17
B
+
18
Single
+ _
19
(0.001 m1)
+ _
20
+ -
Sterilitv Control:
Single - Strength Broth: .<
Double - Strength Broth: _4
Single -Strength Buffer Water: 4-21
Double - Strength Buffer Water: -�_I_
A-1 Broth Lot #: $0 3p 5q 5
Incubation Times:
Dry Incubator: 3 hours
Water Bath: 21 +/- 2 hrs.
MPN / g =
MPN Index.
Index #:
3- -(:3
10 X MPN Index/ 100ml
Largest Volume x % Dry Solids
MPN FECAL COLIFORM / GRAM
(,2x Q—
t
t Ktip.j

0
T-
0
CA
If
5
w
0
47
m
m -
Cl)
0
Q
co
_z
p
50
CO
0
ca
0
r-
r -
ca
YI
ca
m -
Cl)
0

FECAL COLIFORM - MULTIPLE TUBE FERMENTATION (SM 9221 C & E)
Sample ID:
Sample Date:
Sample Time:
Sampler:
Test Date:
Test Analyst:
,L PP,j--J6z (� - IL-7
Dry Incubator Water Bath
Time In 4,
Time Out, a v Ate,
Tube #
Broth
Sample
Confirmation
Total
Strep th
Dilution
Positive
1
+
2
A
+ -
3
Double
+ _
4
(1 ml)
+
O
5
+
6
+
7
A
+ _
8
Single
+
0
9
(0.1 ml)
+
10
+
11
+
12
B
+ _
13
Double
+
O
14
(0.01 mi)
+ _
15
+
16
+
17
B
+
18
Single
+ _
0
19
(0.001 ml)
+
20
+
Sterility Control.-
Single
ontrol:
Single - Strength Broth: 5e(
Double - Strength Broth: _[
Single - Strength Buffer Water: _
Double - Strength Buffer Water:
A-1 Broth Lot #: 5<3 3 Q `i 9 MPN / g =
Incubation Times:
Dry Incubator. 3 hours
Water Bath: 21 +/- 2 hrs.
MPN Index: 0 - �3 - p
Index #: -,� -2
10 X MPN Index/ 1 00m
Largest Volume x % Dry Solids
lxa8.q� a�.5
MPN FECAL COLIFORM / GRAM �f I

FECAL COLIFORM - MULTIPLE TUBE FERMENTATION (SM 5221 C & E)
Sample ID:
Sample Date:
Sample Time:
Sampler:
Test Date:
Test Analyst:
Dry Incubator Water Bath
Time In I 'a, i 3 P,
wau Time Out 1 31 i 3 6M . Ann
Tube #t`
Broth
Sample
Confirmation
Total
Strength
Dilution
Positive
1
+
2
A
+
3
Double
+
4
(1 ml)
+ _
5
+
6
+ _
7
A
+
8
Single
+
O
9
(0.1m1)
+
10
+
11
+
12
B
+
13
Double
+
14
(0.01 mi)
+ _
15
+
16
+
17
18
Single
B
+ _
+ _
19
(0.001 m1)
+
20
+
Sterility Control:
Single - Strength Broth:
Double - Strength Broth:
Single - Strength Buffer Water: __5d
Double - Strength Buffer Water:
A-1 Broth Lot #: SQ 3 ,19 ri MPN / g =
Incubation Times:
Dry Incubator: 3 hours
water Bath: 21 +1- 2 hrs.
MPN Index:
Index #.-
10
:
10 X
Q -�3—Q
MPN Index/ 100ml
Largest Volume x % DrySolids
MPN FECAL COLIFORM / GRAM
J

D
O
n
c
3
�
c
5
O
D
Z
IA
O
N
O
x
x
N
O
v
m_
m_
N
it
m
-ml
Gl
x
N
°
N
o
m
m
o
o
n
R�
J♦
m
m
-Z -I
O NO
x
x
'=v
v
m
m
o
N
ui
ii
V
x
O
r
o
v
S
v_
=
4
2a
fp
m
0
m
xi
X
X
m
-<m
O
o
0
0
o
v
70
�
D
�
D
n
Q
CS
z
N
<
N
N
-i
m
x
=
LQ
N
O
ry
n
NO
Ln
v
N
N
O
r
N

FECAL COLIFORM - MULTIPLE TUBE FERMENTATION (SM 9221 C & E)
Sample ID:
Sample Date:
Sample Time:
Sampler:
Test Date:
Test Analyst:
Time In
Time Out
Dry Incubator Water Bath
a w
13 P.1-
i3n„ti
(D:i3�
Tube #
Broth
Sample
Confirmation
Total
Stren th
Dilution
Positive
1
+ -
2
A
+ _
3
Double
+
4
(1 ml)
+ _
5
+
6
+ _
7
A
+
8
Single
+ _
9
(0.1m1)
+
O
10
+
11
+
12
B
+
13
Double
+
14
(0.01 ml)
+
O
15
+
16
+
17
B
+
18
Single
+ _
19
(0.001 ml)
+
O
20
+ _
Sterility Control.
Single - Strength Broth: _sem
Double - Strength Broth: Z
Single - Strength Buffer Water:
Double - Strength Buffer Water:
A-1 Broth Lot #: �Q 3 S CI c,5 -
Incubation
S
Incubation Times:
Dry Incubator. 3 hours
Water Bath: 21 +/_ 2 hrs.
MPN Index; Q Q 3
Index #.• < �
10 X MPN Index / 1 00m
MPN / g = lax �z < av
Largest Volume x % Dry Solids L x 3ca.o 3 �4
MPN FECAL COLIFORM / GRAM _< I—

B
(
2
k
`
2
g
m
a
f
f
\
e
*
\
§
\
§
7
Q
w
Ln
B
E
D
X
®
®
)
�
(
\
�
®
�
6
�
n
{
/
®
k
\
\
\
m
/
u
)
§
a
)
7

FECAL COLIFORM - MULTIPLE TUBE FERMENTATION (SM 9221 C 8, E)
Sample ID: �vM AnE A � —0101 -7
Sample Date: 7 , a
Sample Time: o
Sampler: &AA ; N, <K
Test Date: -? - j7
Test Analyst: to
Dry Incubator Water Bath
Time In U = 37 ,,, 3 : 3 -? vM
Time Out L-1, .3 Z rM I ! O - H
Tube #
Broth
Sample
Confirmation
Total
St ren th
Dilution
Positive
1
+
2
A
+ _
3
Double
+ _
4
(1 ml)
+ _
5
+
6
+ -
7
A
+
8
Single
+ _
9
(0.1 ml
+
10
+
11
+
12
13
Double
B
+
+ _
14
(0.01 m1)
+
15
+
16
+
17
B
+
18
Single
+ _
19
( 0.001 ml I
+
20
+ _
Sterility Control:
Single - Strength Broth:
Double - Strength Broth:
Single - Strength Buffer Water:
Double - Strength Buffer Water:
A-1 Broth Lot #: SQ 3 ,�) ri MPN / g =
Incubation Times:
Dry Incubator: 3 hours
Water Bath: 21 +1- 2 hrs.
MPN Index: _ v
Index #:
10 X MPN Index/ 100m1
Largest Volume x % Dry Solids
1 x37,0 37
MPN FECAL COLIFORM / GRAM -<

2
§
k
\
m
g
g
2
!
a
$
@
G
\
(
(
)
�
�
,
zIj
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,
=
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g
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e
r
»
2
>
20
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x
x
/
7
2
7
9
k
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\
k
°
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(
(
w
o
2
f
)
\
)
»
)
9

FECAL COLIFORM - MULTIPLE TUBE FERMENTATION (SM 9221 C & E)
Sample ID: Lc IAIA�A - 26 (-7
Sample Date: 1 o .. i _ ( 7
Sample Time: �(Q�: � A, Time In
Sampler: Time out
Test Date: (� _ (� . 1 -7
Test Analyst:
Dry Incubator Water Bath
11.4y
ti PAj
,-�' ti PM
II
Tube #
Broth
Sample
Confirmation
Total
Strength
Dilution
Positive
1
+
2
A
+
3
Double
+ _
4
(1 ml)
+ _
5
+
6
+ _
7
A
+
8
Single
+ _
O
9
(0.1 ml)
+
10
+
+
B
+
Z
uble
+
(0.01 m1)
+
+
+
17
B
+ _
18
Single
+ _
19
(0.001 m1)
+
20
+
SteriGtv-Control:
Single - Strength Broth:
Double - Strength Broth: _
Single - Strength Buffer Water:
Double - Strength Buffer Water:
A-1 Broth Lot #: S(0,3 p 9 S MPN I g=
Incubation Times:
Dry Incubator. 3 hours
Water Bath: 21 +1- 2 hrs.
MPN Index: O - O _. p
Index #. <
10 X MPN Index 11 00m
Largest Volume x % Dry Solids
V/
MPN FECAL COLIFORM I GRAM <

O
n
c
3
c
5
n
0~
2
N
O
2
Q
N
o
V1
N
2_
N
C2C
G
<
O
m
m
G1
G7
D
II
90LA
0
Ln
OLn
rn
—=i =
0
r
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Ln
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to
o
o
—zi
0 0
x
x
r
m
Ln
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O
(n
`n
O
o
2
R°
m m
�
N
X
X
GLn
Ln
oe
C
z
O
11
II
y
y
Ln
Ln
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m
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2
=
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T
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CTC
V
G
G
a
1
o
v
In
IR
0
0
r
O

FECAL COLIFORM - MULTIPLE TUBE FERMENTATION (SM 9221 C & E)
Sample ID:
Sample Date:
Sample Time:
Sampler.
Test Date:
Test Analyst:
Gr,
Dry Incubator Water Bath
Time In J _4Z A,
Time Out j : w i Q • _I
Tube #
Broth
Sample
Confirmation
Total
Strep th
Dilution
Positive
1
+
2
A
+ -
3
Double
+ _
(�
4
(1 ml)
+ _
v
5
+
6
+ _
7
A
+
8
Single
+ _
9
(0.1 ml)
+ _
10
+
11
+ _
12
B
+
13
Double
+
(�
14
(0.01 ml)
+
�J
15
+
16
+
17
188
Single
B
+
+
19
(0.001 ml)
+
20
+ _
Sterility Control:
Single - Strength Broth: 0
Double - Strength Broth: _/
Single - Strength Buffer Water: _
Double - Strength Buffer Water:
A-1 Broth Lot #: J Q 3 <:�99 5
Incubation Times:
Dry Incubator. 3 hours
Water Bath: 21 +/- 2 hrs.
MPN Index: -
Index #: < -) -
10 X MPN Index / 100m1 I4 x <
MPN/g = _
Largest Volume x % DrySolids / V- J(3-
9
MPN FECAL COLIFORM 1 GRAM L
J

.,
N
0
a
0
0
N
O
r
a
N
n
Ll
R
N
0
0
;e
m
v
v_
N
2
_ N
m
N
S
O
C2
m
T
m
O
x
Gam]
x
O
m
z
m
m
D
o
{
N
O
r
�
g
m
0
O
O
N
N
m
v
v
N
2
c/CN
m
to
O
O
T
T
O
G
Gam]
O
m
z
m
m
v
N
G1
�
G1
O
O
o
v
6'
Il
II
m
�
N
=
N
2
m
O
O
T
T
O
Qo
Gam]
O
N
z
m
v
N
r l p
N
O
�
N
=
N
2
m
G7
S
+n
�
S
Qo
m_
z
m
O
O
o
v
C)
z
D
C
N
z
z
L'i
Ln
N
0
r
D
-n

� R �Tz-( C.�MP-�,✓
FECAL COLIFORM - MULTIPLE TUBE FERMENTATION (SM 9221 C & E)
Sample ID: PA 1-1-- 1 - a C� I --
Sample Date: _ f a-
Sample Time:
Sampler. �, �N2 Q'r-
Test Date:
Test Analyst:
Dry Incubator Water Bath
Time In P
Time Out _ ,3
Tube ##
Broth
Sample
Confirmation
Total
Stren th
Dilution
Positive
1
+
2
A
+
3
Double
+ _
4
(1 ml)
+ _
5
+
6
+ -
7
A
+ _
8
Single
+
9
(0.1 ml)
+ _
a
10
+
11
+ _
12
B
+ _
13
Double
+
14
(0.01 m1)
+ _
15
+
16
+
17
B
+ _
18
Single
+ _
Q
19
(0.001 m1)
+ _
20
+
Sterilitv—Control.-
Single - Strength Broth: —
Double - Strength Broth:
Single - Strength Buffer Water: _
Double - Strength Buffer Water:
A-1 Broth Lot #: j � 3 Qcl c
Incubation Times:
Dry Incubator. 3 hours
Water Bath: 21 +/- 2 hrs.
MPN Index:
Index #:
O - Q- �
MPN/g
10 X MPN Index 1100ml
= _
Largest Volume x % Dry Solids
MPN FECAL COLIFORM I GRAM C I

NCO,
N
O
r
O
N
u
se
N
o
0
O
N
2
�
N
=
m
m
G>
_
m
O
O
T
m
G7
A
m
N
O
N
0
0
N
0
N
0
u
En
0
N
G)
0
(A
N
S
m
O
O
T
m
G7
x
m
m
G7
{
11
N
0
I1
� r
En
m
G)
G7
N
S
m
O
O
T
T
x
�
{
m
N
0
N
o
� r
Ln
N
D
N
9
iE
m
C)
m
T
n
O
N
Q
N
2
N
S
m
m
x
�
m
un
O
O
o
D
G)
G7
N
z
D
�
D
LA
9
iE
m
C)
m
T
n
O
N

R <�m P AP,LS (�, r
FECAL COLIFORM - MULTIPLE TUBE FERMENTATION ISM 9221 C & E)
Sample ID: (/at i_ i - e-Qd l 7 1\
Sample Date:
Sample Time: o ° Sk Time In
Sampler.S�tv- f Time Out
Test Date: ia_ L , t
Test Analyst:
Dry Incubator w2f>r R�fh
Tube #
Broth
3 r
Confirmation
Tube #
Broth
Sample
Confirmation
Total
Strep th
Dilution
Positive
1
+
2
A
+
3
Double
+
\
4
(1 mi)
+ _
�J
5
+
6
+ -�
7
A
+ _
8
Single
+ _
9
(0.1 ml)
+ _
10
+
11
+
12
B
+ _
13
Double
+ _
Q
14
(0.01 ml)
+
15
+
16
+
17
B
+ _
18
Single
+ _
19
(0.001 ml)
+ _
20
+
Sterility Control:
Single - Strength Broth:
Double - Strength Broth:
Single - Strength Buffer Water:
Double - Strength Buffer Water:
MPN Index:
Index #:
C �
10 X MPN Index/ 100m1
A-1 Broth Lot#: 63� 7b'c�c MPN /g = <da
Incubation Times: Largest Volume x % Dry Solids i x�
Dry Incubator. 3 hours
Water Bath: 21 +/- 2 hrs.
MPN FECAL COLIFORM / GRAM <

0
N
O
r
O
N
H
N
0
0
0
m
m
G1
I I
m
G�
S
S
--1
Sce
�v
R°
D
p
<
�
m
S
N
O
NO
v
N
o
N
G1
0
0
m
m
I I
S
S
S
--1
-I
O F-7
O
p
_
�
p
U� N D o
p
v_
I I
S
S
LA
1 C
m
Or
p
U� N D o
p
v_
S
S
m
m
p
_
�
S
G1
m
0
0
r
o
r
v
G
N
D
D
N
LA

FECAL COLIFORM - MULTIPLE TUBE FERMENTATION (SM 8221 C & E)
Sample ID: i --g L` j , a ! I -�
Sample Date: 1.2 _ - t -7
Sample Time:
Sampler:
Test Date:
Test Analyst:
Dry Incubator Water Bath
Time In L-3—, l02 : d t -,,
Time Out I 1 0) : P'n 1 9 : ,-% vA
Tube #
Broth
Sample
Confirmation
Total
Stren th
Dilution
Positive
1
+ -
2
A
+ _
3
4
Double
(1 ml)
+ _
+ _
5
+
6
G _
7
A
+
8
Single
+
9
(0.1 mill
+ _
I
10
+
11
+ _
12
B
+
13
Double
+ _
0
14
(0.01 mi)
+
15
+
16
+
17
B
+ _
18
Single
+ _
19
(0.001 ml)
+
20
+
Sterility Control.-
Single
ontrol:
Single - Strength Broth:
Double - Strength Broth:
Single - Strength Buffer Water: 32r
Double - Strength Buffer Water: —�
A-1 Broth Lot #: .5 a i S MPN / g =
Incubation Times:
Dry Incubator. 3 hours
Water Bath: 21 +1- 2 hrs.
MPN Index:
Index #: -7
10 X MPN Index / 100ml
Largest Volume x % DrySolids
MPN FECAL COLIFORM / GRAM
J
TO XCIBJ

0
N
O
0
0
N
0
r
v
N
u
mIm
N
N
O
O
0
O
x
x
-I
O
G1
T
T
{
CN Ln
�}}
¢o
vo
m
�
N
O
r
`^
0
v
v
:2
m
m
S
xi
-I
O
O
T
T
{
CN Ln
N
0
Ln
�( 0
vo
N
/ N
�
Q
N
N
=
S
m
m
v
N
x
�
Qo
rn_
G)
v
3:
O
O
O
D
N
z
z
D
D
m
C)
m
Z
T
70

Blue Ridge Labs
PO Box 2940
Lenoir, NC 28645
828-728-0149 [e-mail]
Client:
Town of Valdese
MQL
P. O. Box 339
Method
Valdese, N. C. 28690
Attention:
Mr. C. Bortnick
Date Received:
09 -Oct -18
Report Date:
19 -Nov -18
Sample Date:
28 -Sep -18
BRL#:
BRL-2018-0812
Lab Sample ID:
LSID-2018-03160
Client Sample ID:
Compost
Parameter
Result
MQL
Unit
Method
Analysis
AnalysisTime Date
Analyst
Total Phosphorus
3692
9.02
dry mg/kg
200.7 1994
13:58
10/24/2018
KCJ
AI by ICP -AES
3444
2.3
dry mg/kg
200.7 1994
13:58
10/24/2018
KCJ
As by ICP -AES
*
4.5
dry mg/kg
200.7 1994
13:58
10/24/2018
KCJ
Ca by ICP -AES
2770
11.2
dry mg/kg
200.7 1994
13:58
10/24/2018
KCJ
Cd by ICP -AES
*
0.0902
dry mg/kg
200.7 1994
13:58
10/24/2018
KCJ
Cu by ICP -AES
16.5
0.451
dry mg/kg
200.7 1994
13:58
10/24/2018
KCJ
K by ICP -AES
2408
108
dry mg/kg
200.7 1994
12:55
10/18/2018
Summit
Mg by ICP -AES
1990
2.3
dry mg/kg
200.7 1994
13:58
10/24/2018
KCJ
Mo by ICP -AES
*
0.451
dry mg/kg
200.7 1994
13:58
10/24/2018
KCJ
Na by ICP -AES
1598
108
dry mg/kg
200.7 1994
12:55
10/18/2018
Summit
Ni by ICP -AES
*
0.451
dry mg/kg
200.7 1994
13:58
10/24/2048
KCJ
Pb by ICP -AES
*
4.5
dry mg/kg
200.7 1994
13:58
10/24/2048
KCJ
Se by ICP -AES
*
4.5
dry mg/kg
200.7 1994
13:58
10/24/2048
KCJ
Zn by ICP -AES
105
0.451
dry mg/kg
200.7 1994
13:58
10/24/2048
KCJ
Hg
0.0515
0.0223
dry mg/kg
245.1 1994
15:24
10/15/2018
KCJ
Reported By:
S. mson, D.R Wessinger
* Concentrations are below Minimum Quantification Limit except where noted.
NC Laboratory Certificate No. 275
Page 1 of 12

Blue Ridge Labs
PO Box 2940
Lenoir, NC 28645
828-728-0149 [e-mail]
Client: Town of Valdese
P. O. Box 339
Valdese, N. C. 28690
Attention: Mr. C. Bortnick
Date Received: 09 -Oct -18
Report Date: 19 -Nov -18
Sample Date: 28 -Sep -18
BRL 9: BRL-2018-0812
Lab Sample ID: LSID-2018-03161
Client Sample ID: Compost
Analysis Analysis —
Parameter Result MQL Unit Method Time Date Analyst
Ammonia Nitrogen 2371 403 dry mg/kgSM4500 199 9:16 10/24/2018 KCJ
Reported By: a
S. J nson, D.R Wessinger
Concentrations are below Minimum Quantification Limit except where noted.
NC Laboratory Certificate No. 275 -
Page 2 of 12

Blue Ridge Labs
PO Box 2940
Lenoir, NC 28645
828-728-0149
Client: Town of Valdese
P. O. Box 339
Valdese, N. C. 28690
Attention:
Mr. C. Bormick
Date Received:
09 -Oct -18
Report Date:
19 -Nov -18
Sample Date:
28 -Sep -18
BRI. #:
BRL-2018-0812
Lab Sample ID:
LSID-2018-03162
Client Sample ID:
Compost
Parameter Result
% Solids 43.6
pH 7.5
Pit Available Nitrogen 2580
[e-mail]
Analysis
MQL Unit Method Time
0.1 % % Solids 16:15
0.1 su 4500H+B 200 15:20
414 dry mg/kg Plant Availabl 9:30
Analysis
Date_
_Analyst
10/10/2018
KCJ
10/10/2018
KCJ
10/24/2018
KCJ
Reported By:
S. J. J son, D.R.Wessinger
* Concentrations are below Minimum Quantification Limit except where noted.
NC Laboratory Certificate No. 275
Page 3 of 12

Blue Ridge Labs
PO Box 2940
Lenoir, NC 28645
828-728-0149 [e-mail]
Client : Town of Valdese
P. O. Box 339
Valdese, N. C. 28690
Attention: Mr. C. Bortnick
Date Received: 09 -Oct -18
Report Date: 19 -Nov -18
Sample Date: 28 -Sep -18
BRL #: BRL-2018-0812
Lab Sample ID: LSID-2018-03163
Client Sample ID: Compost
Parameter Result MQL
Unit Method
Analysis
Time
Analysis
Date Analyst
Nitrate + Nitrite Nitrogen (N2+ 209 11.3
dry mg/kg 4500-NO3-E
16:38
10/17/2018 KCj
Total Kjeldahl Nitrogen (TKN) 4027 423
dry mg/kg 4500-Norg B
8:03
10/18/2018 KCJ
Reported By:
�®
S. I son, D.R. Wessinger
* Concentrations are below Minimum Quantification Limit except where noted.
NC Laboratory Certificate No. 275
Page 4 of 12

Blue Ridge Labs
PO Box 2940
Lenoir, NC 28645
828-728-0149
[e-mail]
Client:
Town of Valdese
P. O. Box 339
Valdese, N. C. 28690
Attention:
Mr. C. Bormick
Date Received:
09 -Oct -18
Report Date:
19 -Nov -18
Sample Date:
28 -Sep -18
BRL a:
BRL-2018-0812
Lab Sample ID:
LSID-2018-03164
Client Sample ID:
Compost
Parameter
Result MQL
Analysis
Unit Method Time
Analysis
Date Analyst
Ignitability
Not Ignitable 70
Deg. F. 1030 SW -846 15:45
10/10/2018 KCJ
Corrosivity as pH
7.5 0.1
su 9045C SW -8 15:20
10/10/2018 KCJ
Reported By:�
S. ohnson, D.R. Wessinger -- —
* Concentrations are below Minimum Quantification Limit except where noted.
NC Laboratory Certificate No. 275
Page 5 of 12

Blue Ridge Labs
PO Box 2940
Lenoir, NC 28645
828-728-0149
Client: Town of Valdese
P. O. Box 339
Valdese, N. C. 28690
Attention: Mr. C. Bortnick
[e-mail]
Date Received:
09 -Oct -18
Report Date:
19 -Nov -18
Sample Date:
28 -Sep -18
BRL 4:
BRL-2018-0812
Lab Sample ID:
LSID-2018-03165
Client Sample ID:
Compost
Parameter
Result MQL
Analysis
Unit Method Time
Analysis
Date Analyst
Reactivity as CN
* I
mg/kg SW -846-7.33 16:25
10/12/2018 KCI
Reactivity as Sulfide
* 5
mg/kg SW -846-7.3.3 15:20
10/12/2018 KCJ
Reported By:�:
S. J. , son, D.R. Wessinger
* Concentrations are below Minimum Quantification Limit except where noted.
NC Laboratory Certificate No. 275
Page 6 of 12

® anmmrr }inrronnmm�r; !r. umd,rr:rr. in/
3i/u 01n 5r
13311, 2d3 -XM /11 tJNt, 2i3 -44A,
Neh"', 1"', ...... ..... 4",
Analytical Report
fconsofidate,i,
18100776
Date Reported' 10/19/2018
CLIENT: Blue Ridge Labs. Inc. Collection Date; 9i28.101 8 1.00 00 I'M
Project: Lab Anak se,
Lab to: 18100776-003 %latrix: SOLID
Client Sample [D 3160
Analyses Result PQL QU21 I ails DF Date Analyzed
METALS ANALYSIS (6010)
Potassium(K)
Sodlum(Na)
SW60101) SW3050B Analyst KMO
1050 472 niqXg 1 10118/2018 12552OPM
697 47,2 8NIS. 9/Kq 1 101182018 12:55:20PM
Qinihrc,�:
Onamal
Page 6 of 15

£
\
<rr(
z((z
b
KA
m3ƒ
■z#
=
■!$
£
}�k
k
�\
2
z
�
{
/ (
§}E
CD
/
�
i§Q
\
�
CL
/
4
k
�\
2
©
�
/ (
§}E
CD
�
i§Q
0
CL
/
00
�
j
2
4

Res: C,I,,, 15
Blue Ridge Labs -�L-P
PO Box 2940
Lenoir, NC 28645
828-728-0149 [e-mail]
Client:
Town of Valdese
MQL
P. O. Box 339
Method
Valdese, N. C. 28690
Attention:
Mr. C, Bortnick
Date Received:
09 -Oct -17
Report Date:
02 -Nov -17
Sample Date:
09 -Oct -17
BRL #:
BRL-2017-0802
Lab Sample ID:
LSID-2017-03055
Client Sample ID:
Compost
S A0, _ 0'AG
1\-3-1-t
C S6
Parameter
Result
MQL
Unit
Method
Analysis
Time
Analysis
Date
Total Phosphorus
14198
4.56
dry mg/kg
200.7 1994
16:48
11/1/2017
Al by ICP -AES
14356
1.14
dry mg/kg
200.71994
16:48
11/1/2017
As by ICP -AES
*
2.2
dry mg/kg
200.7 1994
16:48
11/1/2017
Ca by ICP -AES
10980
5.7
dry mg/kg
200.7 1994
16:48
11/1/2017
Cd by ICP -AES
*
0.0456
dry mg/kg
200.7 1994
16:48
11/1/2017
Cr by ICP -AES
*
0.228
dry mg/kg
200.7 1994
16:48
11/1!2017
Cu by ICP -AES
493
0.228
dry mg/kg
200.7 1994
16:48
11/1.112W
K by ICP -AES
935
60.8
dry mg/kg
200.7 1994
12:17
10,11612017
Mg by ICP -AES
1879
1.14
dry mg/kg
200.7 1994
16:48
11/1/2017
Mo by ICP -AES
*
0.228
dry mg/kg
200.7 1994
16:48
11/1/2017
Na by ICP -AES
318
60.8
dry mg/kg
200.7 1994
14:25
10/16/2017
Ni by ICP -AES
*
0.228
dry mg/kg
200.7 1994
16:48
11/1/2017
Pb by ICP -AES
*
2.2
dry mg/kg
200.7 1994
16:48
11/1/2017
Se by ICP -AES
2.2
dry mg/kg
200.7 1994
16:48
11/1/2017
Zn by ICP -AES
1301
0.228
dry mg/kg
200.7 1994
16:48
11/1/2017
Hg by Cold Vapor AAS
0.0410
0.0237
dry mg/kg
7470A 1994
14:40
10/26/2017
Reported By:
04
S. I JKlinson, D.R. Wessinger
" Concentrations are below Minimum Quantification Limit except where noted.
NC Laboratory Certificate No. 275
Page 1 of 20
Analyst
KCJ
KCJ
KCJ
KCJ
KCJ
KCJ
KCJ
Summit
KCI
KCJ
Summit
KCJ
KCJ
KCJ
KCJ
KCJ

Blue Ridge Labs
PO Box 2940
Lenoir, NC 28645
828-728-0149
Client:
Town of Valdese
P.O. Box 339
Valdese, N. C. 28690
Attention:
Mr. C. Bortnick
Date Received:
09 -Oct -17
Report Date:
02 -Nov -17
Sample Date:
09 -Oct -17
BRL #:
BRL-2017-0802
Lab Sample ID:
LSID-2017-03056
Client Sample ID:
Compost
Parameter Result
Ammonia Nitrogen 2905
Reported By:
[e-mail]
Analysis Analvsis
MQL Unit Method Time Date
451 drymg/kg SM4500 199 15:25 10/30/2017
Wessinger
" Concentrations are below Minimum Quantification Limit except where noted.
NC Laboratory Certificate No. 275
Page 2 of 20
Analyst
KCJ

Blue Ridge Labs
PO Box 2940
Lenoir, NC 28645
828-728-0149
Client:
Town of Valdese
P. O. Box 339
Valdese, N. C. 28690
Attention:
Mr. C. Bortnick
Date Received:
09 -Oct -17
Report Date:
02 -Nov -17
Sample Date:
09 -Oct -17
BRL #:
BRL-2017-0802
Lab Sample ID:
LSID-2017-03057
Client Sample ID:
Compost
Parameter
Result MQL
Solids
40.4 0.1
Pit Available Nitrogen
°Z�pdS 1 0
pH
6.5 0.1
Reported By:
blueridgela WenoirOgmail.com
Analysis Analysis
Unit Method Time Date Analyst
% % Solids — -10:15 - 10/10/2017 KCJ
Plant Availabl
SU SW -846-9040 10:20 10/10/2017 KCJ
04§5�
-
S. J nson, O.R. Wessinger
Concentrations are below Minimum Quantification Limit except where noted.
NC Laboratory Certificate No. 275
Page 3 of 20

Blue Ridge Labs
PO Box 2940
Lenoir, NC 28645
828-728-0149
Client: Town of Valdese
P. O. Box 339
Valdese, N. C. 28690
Attention: Mr. C. Bortnick
Date Received:
09 -Oct -17
Report Date:
02 -Nov -17
Sample Date:
09 -Oct -17
BRL #:
BRL-2017-0802
Lab Sample ID:
LSID-2017-03058
Client Sample m:
Compost
Parameter
Ignitability
Corrosivity as pH
Result MQL
Not Ignitable 70
6.5 0.1
[e-mail]
Analysis
Analysis
Unit Method Time
Date
Deg. F. 1030 SW -846 11:25
10/1012017
su 9045C SW -8 10:20
10/10/2017
Reported By: -
S. J. son, D.R. Wessinger
Concentrations are below Minimum Quantification Limit except where noted.
NC Laboratory Certificate No. 275
Page 4 of 20
Analyst
KCJ
KCJ

Blue Ridge Labs
PO Box 2940
Lenoir, NC 28645
828-728-0149
Client:
Town of Valdese
P. O. Box 339
Valdese, N. C. 28690
Attention:
Mr. C. Bortnick
Date Received:
09 -Oct -17
Report Date:
02 -Nov -17
Sample Date:
09 -Oct -17
BRL#:
BRL-2017-0802
Lab Sample ID:
LSID-2017-03059
Client Sample ID:
Compost
[e-mail]
Analysis Analysis
Parameter Result MQL Unit Method Time Date
Reactivity as CN + 1 mg/kg SW -646-73.3 14:21 10/16/2017
Reactivity as Sulfide " 5 mglkg SW -646-7,3.3 16:45 10/16/2017
Reported By;
S. J. Jo , D.R. Wessinger
* Concentrations are below Minimum Quantification Limit except where noted.
NC Laboratory Certificate No. 275
Page 5 of 20
Analyst
KCJ
KCJ

Blue Ridge Labs
PO Box 2940
Lenoir, NC 28645
828-728-0149
[e-mail]
Client: Town of Valdese
P. O. Box 339
Valdese, N. C. 28690
Attention: Mr. C. Bortnick
Date Received: 09 -Oct -17
Report Date: 02 -Nov -17
Sample Date: 09 -Oct -17
BRL k: BRL-2017-0802
Lab Sample ID: LSID-2017-03060
Client Sample ID: Compost
Analysis
Analysis
Parameter Result
MQL
Unit Method
Time
Date
Analyst
Nitrate+ Nitrite Nitrogen (N2+ 205
18
drymg/kg 4500-NO3-E
15:15
10/25/2017
KCJ
Total Kjeldahl Nitrogen (TKN) 6051
450
dry mg/kg 4500-Norg B
10:15
10/30,2017
KCJ
Hg by Cold Vapor AAS 0.0523
0.0455
dry mg/kg 7470A 1994
14:42
10/26/2017
KCJ
Reported By:
S. J. J on, D.R. Wessinger
Concentrations are below Minimum Quantification Limit except where noted.
NC Laboratory Certificate No. 275
Page 6 of 20

Blue Ridge Labs
PO Box 2940
Lenoir, NC 28645
828-728-0149
Client: Town of Valdese
P. O. Box 339
Valdese, N. C. 28690
Attention:
Mr. C. Bortnick
Date Received:
09 -Oct -17
Report Date:
02 -Nov -17
Sample Date:
09 -Oct -17
BRL #:
BRL-2017-0802
Lab Sample ID:
LSID-2017-03061
Client Sample ID:
Compost
Parameter
Hg by Cold Vapor AAS
TCLP Extraction Metals
Ag
As
Be
Cd
Cr
Pb
Se
Reported By:
Result MQL
* 0.005
extracted
1.25
1.25
12.5
0.25
0.5
1.25
0.125
blueridgelabslenoirOgmail.com
Analysis
Unit Method Time
mg/l 7470A 1994
SW -846-1311
mg/l SW -846-6010
mg/l SW -846-6010
mg/l SW -846-6010
mg/1 SW -846-6010
mg/l SW -846-6010
mg/l SW -846-6010
mg/l SW -846-6010
0*?�
S. J. son, D.R. Wessinger
* Concentrations are below Minimum Quantification Limit except where noted.
NC Laboratory Certificate No. 275
Page 7 of 20
Analysis
Date
Analyst
10,17/2017
Summit
Summit
10/17/2017
Summit
10/17/2017
Summit
10/17/2017
Summit
10/17/2017
Summit
10/17/2017
Summit
10/17/2017
Summit
10/17/2017
Summit

Blue Ridge Labs
PO Box 2940
Lenoir, NC 28645
828-728-0149 [e-mail]
Client:
Town of Valdese
P. O. Box 339
Valdese, N. C. 28690
Attention:
Mr. C. Bormick
Date Received:
09 -Oct -17
Report Date:
02 -Nov -17
Sample Date:
09 -Oct -17
BRL #:
BRL-2017-0802
Lab Sample ID:
LSID-2017-03062
Client Sample TD:
Compost
Parameter
Result
MQL
Unit
Method
Analysis Analysis
Time Date
Analyst
TCLPZI-IEVolatiles Extraction extracted
SW -846-1311
Summit
Benzene
* 0.1
mg/l
SW846-8260
10/19/2017
Summit
Carbon Tetrachloride
* 0.1
mg/l
SW846-8260
10/19/2017
Summit
Chlorobenzene
* 0.1
mg/1
SW846-8260
10/19/2017
Summit
Chloroform
* 0.1
mg/l
SW846-8260
10,19/2017
Summit
Dichloroethane, 1,2-
* 0.1
mg/l
SW846-8260
10/19/2017
Summit
Dichloroethene, 1,1-
* 0.1
mg/l
SW846-8260
10/19/2017
Summit
MEK
* 2
mg/l
SW846-8260
10.-19/2017
Summit
Tetrachloroethene
* 0.1
mg/l
SW846-8260
10/19/2017
Summit
Trichloroethene
* 0.1
mg9
SW846-8260
10119/2017
Summit
Vinyl Chloride
* 0.2
mg/l
SW846-8260
101192017
Summit
Reported By: $4F�
S. J. son, D.R. Wessinger
* Concentrations are below Minimum Quantification Limit except where noted.
NC Laboratory Certificate No. 275
Page 8 of 20

Blue Ridge Labs
PO Box 2940
Lenoir, NC 28645
828-728-0149 [e-mail]
Client: Town of Valdese
P. O. Box 339
Valdese, N. C. 28690
Attention:
Mr. C. Bormick
Date Received:
09 -Oct -17
Report Date:
02 -Nov -17
Sample Date:
09 -Oct -17
BRL #:
BRL-2017-0802
Lab Sample ID:
LSID-2017-03063
Client Sample ID:
Compost
Parameter
TCLP Semi-VOC Extraction
Cresols (Total)
Dichlorobenzene, 1,4
Dinitrotoluene, 2,4-
Hexach lora-1,3-Butadiene
Hexachlorobenzene
Hexachloroethane
Nitrobenzene
Pentachlorophenol
Pyridine
Trichlorophenol, 2,4,5 -
Trichlorophenol, 2,4,6 -
Reported By:
Result MQL
extracted
+ 4
0.08
0.1
0.1
0.1
0.08
0.08
0.2
0.2
0.2
0.2
S. J. nsan, D.R Wessinger
" Concentrations are below Minimum Quantification Limit except where noted.
NC Laboratory Certificate No. 275
Page 9 of 20
Analysis
Unit Method Time
SW -846-1311
mg!l SW -846-8270
mg/l SW -846-8270
mg/l SW -846-8270
mg/l SW -846-8270
mg/l SW -846-8270
mg/l SW -846-8270
mg/l SW -846-8270
mg/1 SW -846-8270
mg/1 SW -846-8270
mg/l SW -846-8270
mg/I SW -846-8270
Analysis
Date
Analyst
Summit
10/17/2017
Summit
10/17"2017
Summit
10/17/2017
Summit
10/17/2017
Summit
10!17!2017
Summit
10/17/2017
Summit
10!17/2017
Summit
10,17/2017
Summit
10/17/2017
Summit
10/1712017
Summit
10/17/2017
Summit

Blue Ridge Labs
PO Box 2940
Lenoir, NC 28645
828-728-0149 [e-mail]
Client: Town of Valdese
P. O. Box 339
Valdese, N. C. 28690
Attention:
Mr. C. Bortnick
Date Received:
09 -Oct -17
Report Date:
02 -Nov -17
Sample Date:
09 -Oct -17
BRL #:
BRL-2017-0802
Lab Sample ID:
LSID-2017-03064
Client Sample ID:
Compost
Parameter
TCLP Semi-VOC Extraction
2,4,5 -TP (Silvex)
2,4-D
Chlordane
Endrin
Heptachlor
Heptachlor Epoxide
Lindane
Methoxychlor
Toxaphene
Result MQL
extracted
«
X
0.01
0.001
0.001
0.001
0.001
0.001
0.02
Unit Method
SW -846-1311
mg/t SW -846-8080
mg/1 SW -846-8080
mg/I SW -846-8080
mg/I SW -846-8080
mg/i SW -846-8080
mgil SW -846-8080
mg/I SW -846-8080
mg/I SW -846-8080
mg/l SW -846-8080
Analysis Analysis
Time Date Analyst
Reported By:
S. J. on, D.R. Wessinger
* Concentrations are below Minimum Quantification Limit except where noted.
NC Laboratory Certificate No. 275
Page 10 of 20
Summit
10!21/2017
Summit
10/21@017
Summit
10!21/2017
Summit
10121/2017
Summit
10/21/2017
Summit
10/21/2017
Summit
10/21,2017
Summit
101'2 1 /2017
Summit
10/2U2017
Summit
Reported By:
S. J. on, D.R. Wessinger
* Concentrations are below Minimum Quantification Limit except where noted.
NC Laboratory Certificate No. 275
Page 10 of 20

Find Fd
( I.IP:NJ: lilra kiJa= eh• n;
Prnjett: I �h I �•rcva
(nnl)xs Ni7nit
METALS ANALYSIS (6010)8
S.11 N.
Analytical Report
(all"linn hale: I2n1
Nlalrh: I I ;Jril
1'p1 Q..A I nil, D14 Date lnah rcd
SW6010C SW30508 Anarys! KMS
Jan .-. -' R3 .: •c$; -32625 Pd
IInzned
Page 11 of 27

Lab ID: .. .a. _
t lirm 4mplr Ill:.:un;
lnah �o He.ulf
METALS ANALYSIS (6010)8
Pcass.,T K a:u
Qaa)ifin.. •. - ...
Analytical Report
t ORKliion Dam: I •: 7ul' 151 uo 4Af
\IHIM: Y Ind
PQI Qual 1 nit• OF bate \nah<rd
SW6010C SW3050B Analysl KMS
"1K, 1G ;5q3" 122'31 PM
—>K3 'b+x28'-2-, ">M
Page 12 of 27

luu
.11� � .1 1 P, !01
1 -
LLJ
R ...... d
U 11, %lernk 1311 (Ali it,
Item 11)u la.h jf>= kn.l'tv Rep hm ReuIt I nit, Malm Nlclh ... I OF RmhI Rnn
KIAI
T N
I(IPN]Qrcun %113h%i%ISR1311 -4-nj
fah 11)0 ( ollccwd lnnlve Hep I nu Rvuh I nit, NIRld, %fell .... I OF Rest 11 R.n
rnaha
2 _17
: - - T N,
1( 131180811
lir., ll)m 1 a 11)1: %nnf,l,
Rep I mr It"Ot I jT'
%1.1rh
Wit n"I M RMA fl Run
lnahu
Er' -
is,
.2X NQ
EFA.:. a :
c MIX NE
-13a
EFA KAE z
a 81-C
z J31 NC ---L
5 J3.
EPA a
JON
-1711:1 ND ^.4't
�i
Ec,. z
-11V NO r;,t
ND �'q
Ep,
2 7C.YX
t0 n9 8 , rea
S.._,-.
ale'
0
?N
EPAM' 6
JBN
Page 8 of 27

1,11.1)w Rep I nil Result I nil, %famix Method 14 RivI., I Run %nnl%,t
3'E-
S -TP
Ni, ^'9L
I( I.1'\OMNI' Xn.l$,i,
Rep Inn R".11 I Nil,
S ,14e EPA E'S.A
�Lllik N11111oll DF
1 y
ReYj,,j
VIV 2n1-
Run
JEN
%'.h"
71A
NJ
L
2-"
T11
L
EPA t-� 5
7
TIA
rm
TM.
TI
TPA
crL, E
'M
TZ
E 'A E
NOTES
Page 9 of 27

I (1 (' Nemi-\ ulatile• 1nal�.i. � N\ I i l l N2'Ih
( liem II]= 1 1, 111= (nllec0.d \nnt}rt' I@p 1 mt R"dil I ui" Vmrit Nlrthnd DF RM1. Rd.
BJH
�Jn
-JH
e ,
Page 10 of 27
_..�:
cPc nL-Jr
s.._w
EPA3- -C
rp-
j .rr
EPG A --c c _
-
EPA
ac
EPA =. [C
JL
-
EPA 5S. 0
._
_PA,_-_.. _
_-oma
EPA '._-. .,
.__.
S✓'c . �. n.zs..
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COMPOST PAD TEMPERATURES
WINDROW PAD #: a 17
DATE BUILT: j -
DATE FINISHEDTEMPING: a '7-I.7
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DATE
FRONT
MIDDLE
BACK
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TEMPS COMPLETE (YIN): -ye-F4 FECAL MPN (PASS/FAIL): TAsS vs
- IF PILE DOES NOT MEET THE TIME / TEMP. STANDARDS, CONTINUE ON SEPARATE TEMP. SHEET UNTIL REQUIREMENTS ARE MET
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,-f
COMPOST PAD TEMPERATURES
WINDROW PAD#: FA�t d- c2vl�a
DATE BUILT:
DATE FINISHED TEMPING:
DATE
FRONT
MIDDLE
BACK
INITIALS
--2;Z-- 16
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3 )i AY-
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FECAL MPN (PASS/FAIL): I cis
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COMPOST PAD TEMPERATURES
WINDROW PAD#: —A(q�
DATE BUILT: I( - I Y - ( e
DATE FINISHED TEMPING:
DATE
FRONT
MIDDLE
BACK INITIALS
1
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TEMPS COMPLETE (YIN): � FECAL MPN (PASS/FAIL): �� SS -c-a-6 /
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ALL TEMPERATURES ARE TAKEN WITH A CALIBRATED THERMOMETER, READ IN CELSIUS

COMPOST PAD TEMPERATURES
WINDROW PAD # : N_a „r () - J-()1_7
DATE BUILT: a- co - (-7
DATE FINISHED TEMPING: a
1f
1E
ii
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1£
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21
22
23
24
25
26
27
28
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TEMPS COMPLETE (YIN): Ls FECAL MPN (PASS/FAIL):-La3
S `\
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COMPOST PAD TEMPERATURES
WINDROW PAD #:- 7-,j 3
DATE BUILT: a- -7 _ I -�
DATE FINISHED TEMPI NG: a -r,2,3.
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21
22
22
24
25
26
27
28
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TEMPS COMPLETE (YIN): � FECAL MPN (PASS/FAIL): 1`" �i S � � �� /
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ALL TEMPERATURES ARE TAKEN WITH A CALIBRATED THERMOMETER, READ IN CELSIUS

COMPOST PAD TEMPERATURES
WINDROW PAD # :
DATE BUILT: 3 -cQ
- [
DATE FINISHED TEMPINU `i - ( - 1-7
1'.
1E
1
1E
1E
2C
21
22
23
24
25
26
27
28
3 Wv S
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.a'-TEMPS COMPLETE (Y/N): / FECAL MPN (PASS/FAIL): p5Sc3
- IF PILE DOES NOT MEET THE TIME / TEMP. STANDARDS, CONTINUE ON SEPARATE TEMP. SHEET UNTIL REQUIREMENTS ARE MET
ALL TEMPERATURES ARE TAKEN WITH A CALIBRATED THERMOMETER, READ IN CELSIUS

COMPOST PAD TEMPERATURES
WINDROW PAD # : f F f d - ok<
DATE BUILT: 3 .:fib - L-7
DATE FINISHED TEMPING: L) 7
I
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1E
17
1F
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21
22
23
24
25
26
27
28
TEMPS COMPLETE (YIN): FECAL MPN (PASS/FAIL):
" IF PILE DOES NOT MEET THE TIME ! TEMP. STANDARDS, CONTINUE ON SEPARATE TEMP. SHEET UNTIL REQUIREMENTS ARE MET
ALL TEMPERATURES ARE TAKEN WITH A CALIBRATED THERMOMETER, READ IN CELSIUS
• �
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TEMPS COMPLETE (YIN): FECAL MPN (PASS/FAIL):
" IF PILE DOES NOT MEET THE TIME ! TEMP. STANDARDS, CONTINUE ON SEPARATE TEMP. SHEET UNTIL REQUIREMENTS ARE MET
ALL TEMPERATURES ARE TAKEN WITH A CALIBRATED THERMOMETER, READ IN CELSIUS

COMPOST PAD TEMPERATURES
WINDROW PAD # : /, ^ "c^ � - -� U 1-7
DATE BUILT: 3-T-217
DATE FINISHED TEMPING: -3 7
1;
1E
1i
1F
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21
22
22
24
25
26
27
28
DATE
FRONT
MIDDLE
BACK
INITIALS
1 13
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ALL TEMPERATURES ARE TAKEN WITH A CALIBRATED THERMOMETER, READ IN CELSIUS

COMPOST PAD TEMPERATURES
WINDROW PAD # : pry T 3 u i -7
DATE BUILT:
DATE FINISHED TEMPING: 1-7
I
1:
1E
11
1E
19
2C
21
22
23
24
25
26
27
28
TEMPS COMPLETE (YIN): 1k_ FECAL MPN (PASS/FAIL): �k55
- IF PILE DOES NOT MEET THE TIME / TEMP. STANDARDS, CONTINUE ON SEPARATE TEMP. SHEET UNTIL REQUIREMENTS ARE MET
ALL TEMPERATURES ARE TAKEN WITH A CALIBRATED THERMOMETER, READ IN CELSIUS
lillp��V'
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TEMPS COMPLETE (YIN): 1k_ FECAL MPN (PASS/FAIL): �k55
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ALL TEMPERATURES ARE TAKEN WITH A CALIBRATED THERMOMETER, READ IN CELSIUS

COMPOST PAD TEMPERATURES
WINDROW PAD #: P P
DATE BUILT: ,'� - /t�E - f 7
DATE FINISHED TEMPING:
E
1;
- 1E
17
1E
1E
2C
21
22
23
24
25
26
27
28
3 Y.1
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TEMPS COMPLETE (Y/N): �Ll— FECAL MPN (PASS/FAIL): -Lu-(13-
Lu"b - 81 7 1
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ALL TEMPERATURES ARE TAKEN WITH A CALIBRATED THERMOMETER, READ IN CELSIUS
bA /s

COMPOST PAD TEMPERATURES
WINDROW PAD # : Sta-5- C�UI j
DATE BUILT: G --J - 1 Z
DATE FINISHED TEMPING: - /F - I'�
I
1E
1E
17
1E
1£
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21
22
23
24
25
26
27
28
3 day 5
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TEMPS COMPLETE (Y/N): IL FECAL MPN (PASS/FAIL): A
" IF PILE DOES NOT MEET THE TIME / TEMP. STANDARDS, CONTINUE ON SEPARATE TEMP. SHEET UNTIL REQUIREMENTS ARE MET
ALL TEMPERATURES ARE TAKEN WITH A CALIBRATED THERMOMETER, READ IN CELSIUS

COMPOST PAD TEMPERATURES
WINDROW PAD #: s P t-t,,rw Q0 ' 02 Q
DATE BUILT: (o - `7 -
DATE FINISHED TEMPING: -7
1;
1E
17
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1£
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21
22
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2E
27
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3 DAv5
TEMPS COMPLETE (Y/N): Y2) FECAL MPN (PASS/FAIL): c a
" IF PILE DOES NOT MEET THE TIME / TEMP. STANDARDS, CONTINUE ON SEPARATE TEMP. SHEET UNTIL REQUIREMENTS ARE MET
ALL TEMPERATURES ARE TAKEN WITH A CALIBRATED THERMOMETER, READ IN CELSIUS

COMPOST PAD TEMPERATURES
WINDROW PAD # : �P2w✓<i- �Q 17
DATE BUILT:
DATE FINISHED TEMPING: - Li -17
1E
1E
17
16
1G
2c
21
22
23
24
25
26
27
28
TEMPS COMPLETE (YIN): YES FECAL MPN (PASS/FAIL): q5s"a1�4- 17
Gz7g )
" IF PILE DOES NOT MEET THE TIME / TEMP. STANDARDS, CONTINUE ON SEPARATE TEMP. SHEET UNTIL REQUIREMENTS ARE MET
ALL TEMPERATURES ARE TAKEN WITH A CALIBRATED THERMOMETER, READ IN CELSIUS
="IM
TEMPS COMPLETE (YIN): YES FECAL MPN (PASS/FAIL): q5s"a1�4- 17
Gz7g )
" IF PILE DOES NOT MEET THE TIME / TEMP. STANDARDS, CONTINUE ON SEPARATE TEMP. SHEET UNTIL REQUIREMENTS ARE MET
ALL TEMPERATURES ARE TAKEN WITH A CALIBRATED THERMOMETER, READ IN CELSIUS

COMPOST PAD TEMPERATURES
WINDROW PAD #:
DATE BUILT: 7 - :3 7
DATE FINISHED TEMPING: -7-o23-1-7
I
1.'
1E
17
1E
1E
2C
21
22
22
24
25
26
27
28
3 � Ays
7 55' C,
/ - ( -2 1�/
TEMPS COMPLETE (YIN): �S FECAL MPN (PASS/FAIL): � A �S C, g
- IF PILE DOES NOT MEET THE TIME f TEMP. STANDARDS, CONTINUE ON SEPARATE TEMP. SHEET UNTIL REQUIREMENTS ARE MET
ALL TEMPERATURES ARE TAKEN WITH A CALIBRATED THERMOMETER, READ IN CELSIUS

COMPOST PAD TEMPERATURES
WINDROW PAD #: . N C&' w« a - a U I -(
DATE BUILT: -7 - S - / -7
DATE FINISHED TEMPING: `7 -o23 - 17
1;
1E
1i
1E
1f
2C
21
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22
24
2Ei
2E
27
28
TEMPS COMPLETE Cf/N): -�L- FECAL MPN (PASS/FAIL): PA
3 �A Y3
" IF PILE DOES NOT MEET THE TIME /TEMP. STANDARDS, CONTINUE ON SEPARATE TEMP. SHEET UNTIL REQUIREMENTS ARE MET
ALL TEMPERATURES ARE TAKEN WITH A CALIBRATED THERMOMETER, READ IN CELSIUS

COMPOST PAD TEMPERATURES
WINDROW PAD #: k.A— Anrnr�'L � o201 %
DATE BUILT: P -i-17
DATE FINISHED TEMPING: ( la - 1-7
1E
1E
17
1E
1S
2C
21
22
23
24
25
26
27
28
TEMPS COMPLETE (YIN): SLS FECAL MPN (PASS/FAIL):
" IF PILE DOES NOT MEET THE TIME I TEMP. STANDARDS, CONTINUE ON SEPARATE TEMP. SHEET UNTIL REQUIREMENTS ARE MET
ALL TEMPERATURES ARE TAKEN WITH A CALIBRATED THERMOMETER, READ IN CELSIUS

COMPOST PAD TEMPERATURES
WINDROW PAD # Ll d� i
DATEBUILT:-�?S-l7
DATE FINISHED TEMPING:
1E
1E
17
18
19
2C
21
22
23
24
25
26
27
28
3�P�5
5'z' C'
I� i�.t,)
`LS
TEMPS COMPLETE (YIN): FECAL MPN (PASS/FAIL): A�S�I c'
" IF PILE DOES NOT MEET THE TIME / TEMP. STANDARDS, CONTINUE ON SEPARATE TEMP. SHEET UNTIL REQUIREMENTS ARE MET
ALL TEMPERATURES ARE TAKEN WITH A CALIBRATED THERMOMETER, READ IN CELSIUS

COMPOST PAD TEMPERATURES
WINDROW PAD #:
DATE BUILT:
DATE FINISHED TEMPING:
El
1;
1E
17
1E
15
2C
21
22
23
24
25
26
27
28
TEMPS COMPLETE (Y/N): C FECAL MPN (PASS/FAIL): ('SS ` cSL,
" IF PILE DOES NOT MEET THE TIME / TEMP. STANDARDS, CONTINUE ON SEPARATE TEMP. SHEET UNTIL REQUIREMENTS ARE MET
ALL TEMPERATURES ARE TAKEN WITH A CALIBRATED THERMOMETER, READ IN CELSIUS

COMPOST PAD TEMPERATURES
WINDROW PAD #: -A 1-7
DATE BUILT:
DATE FINISHED TEMPING: - I d - ( -7
1'.
1E
17
1E
15
2C
21
22
22
24
25
26
27
28
3 spy
�/ � 17
TEMPS COMPLETE (YIN): r�4 FECAL MPN (PASS/FAIL):
- IF PILE DOES NOT MEET THE TIME! TEMP. STANDARDS, CONTINUE ON SEPARATE TEMP. SHEET UNTIL REQUIREMENTS ARE MET
ALL TEMPERATURES ARE TAKEN WITH A CALIBRATED THERMOMETER, READ IN CELSIUS
A
3 spy
�/ � 17
TEMPS COMPLETE (YIN): r�4 FECAL MPN (PASS/FAIL):
- IF PILE DOES NOT MEET THE TIME! TEMP. STANDARDS, CONTINUE ON SEPARATE TEMP. SHEET UNTIL REQUIREMENTS ARE MET
ALL TEMPERATURES ARE TAKEN WITH A CALIBRATED THERMOMETER, READ IN CELSIUS

COMPOST PAD
WINDROW PAD # : � ,,/j 2--2(,217
DATE BUILT: _ 1)-Y Z -v/7
DATE FINISHED TEMPING: 1 i -d y, - i 7
1�
16
17
18
19
20
21
22
23
24
25
26
27
28
TEMPERATURES
l0
TEMPS COMPLETE (YIN): ��, FECAL MPN (PASS/FAIL): C�c�
" IF PILE DOES NOT MEET THE TIME / TEMP. STANDARDS, CONTINUE ON SEPARATE TEMP. SHEET UNTIL REQUIREMENTS ARE MET
ALL TEMPERATURES ARE TAKEN WITH A CALIBRATED THERMOMETER, READ IN CELSIUS

COMPOST PAD
WINDROW PAD #: , 7
DATE BUILT:
DATE FINISHED TEMPING: j a- l o-- 7
1'.
1t
1'.
1t
1S
2(
2'
z
2:
24
24
2E
27
28
TEMPERATURES
i3
TEMPS COMPLETE (YIN): / y C5 FECAL MPN (PASS/FAIL);
" IF PILE DOES NOT MEET THE TIME / TEMP. STANDARDS, CONTINUE ON SEPARATE TEMP. SHEET UNTIL REQUIREMENTS ARE MET
ALL TEMPERATURES ARE TAKEN WITH A CALIBRATED THERMOMETER, READ IN CELSIUS

COMPOST PAD TEMPERATURES
WINDROW PAD # : r l/ Ll - 2-0 17
DATE BUILT: Ii=) -i-7
DATE FINISHED TEMPING: G a any - ! -i
1
1t
1'.
1!
1S
2(
2'
2:
2:
2e
2°
2E
27
28
TEMPS COMPLETE (Y/N : 3
FECAL MPN (PASS/FAIL): PASS
cly
" IF PILE DOES NOT MEET THE TIME 7 TEMP. STANDARDS, CONTINUE ON SEPARATE TEMP. SHEET UNTIL REQUIREMENTS ARE MET
ALL TEMPERATURES ARE TAKEN WITH A CALIBRATED THERMOMETER, READ IN CELSIUS

COMPOST PAD TEMPERATURES
WINDROW PAD # : Fell S ` �v i7
DATE BUILT: 1-2---)S -2017
DATE FINISHED TEMPING:
f
1f
11
1<
1:
14
1�
1E
17
18
19
- 2C
21
22
23
24
25
26
27
28
DATE
FRONT
MIDDLE
BACK
INITIALS
12--2z-za?
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TEMPS COMPLETE (Y/N): YG S FECAL MPN (PASS/FAIL): SAS 3 1 8
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ALL TEMPERATURES ARE TAKEN WITH A CALIBRATED THERMOMETER, READ IN CELSIUS

COMPOST PAD TEMPERATURES
WINDROW PAD #: W -z.
DATE BUILT: i - „) 3 1
DATE FINISHED TEMPING:
11
1'
1;
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1E
17
1£
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21
22
23
24
25
26
27
28
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TEMPS COMPLETE (Y/N): _ FECAL MPN (PASS/FAIL): 31 tf.1 0
" IF PILE DOES NOT MEET THE TIME / TEMP. STANDARDS, CONTINUE ON SEPARATE TEMP. SHEET UNTIL REQUIREMENTS ARE MET
ALL TEMPERATURES ARE TAKEN WITH A CALIBRATED THERMOMETER, READ IN CELSIUS

COMPOST PAD TEMPERATURES
WINDROW PAD #: W z N - -
DATE BUILT: (- .� n _ I
DATE FINISHED TEMPING: a�
4
DATE
FRONT
MIDDLE BACK
INITIALS
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TEMPS COMPLETE (Y/N): t- FECAL MPN (PASS/FAIL):SSC
" IF PILE DOES NOT MEET THE TIME / TEMP. STANDARDS, CONTINUE ON SEPARATE TEMP. SHEET UNTIL REQUIREMENTS ARE MET
ALL TEMPERATURES ARE TAKEN WITH A CALIBRATED THERMOMETER, READ IN CELSIUS
j °q.

COMPOST PAD
WINDROW PAD #: Wr 3
DATE BUILT: ,_- IV
DATE FINISHED TEMPING: (d -
1
1
1
1
1
1:
11
T
1E
1S
2(
21
2e'
22
24
25
26
27
28
TEMPERATURES
TEMPS COMPLETE (Y/N): / L' —<-L FECAL MPN (PASS/FAIL):
" IF PILE DOES NOT MEET THE TIME / TEMP. STANDARDS, CONTINUE ON SEPARATE TEMP. SHEET UNTIL REQUIREMENTS ARE MET
ALL TEMPERATURES ARE TAKEN WITH A CALIBRATED THERMOMETER, READ IN CELSIUS

COMPOST PAD TEMPERATURES
WINDROW PAD # : _ W?xfz�g
DATE BUILT: 3- 9. 1,p
DATE FINISHED TEMPING:
DATECA
INITIALS
3 I
3-)/-3'
77m,cf
TEMPS COMPLETE (Y/N): ]� FECAL MPN (PASS/FAIL):
" IF PILE DOES NOT MEET THE TIME / TEMP. STANDARDS, CONTINUE ON SEPARATE TEMP. SHEET UNTIL REQUIREMENTS ARE MET
ALL TEMPERATURES ARE TAKEN WITH A CALIBRATED THERMOMETER, READ IN CELSIUS

COMPOST PAD TEMPERATURES
WINDROW PAD #,
DATE BUILT:,y _ 13 _ ly (�C,
DATE FINISHED TEMPING: LI - 3 �,) - i i
1
1
1
1
1
11
11
1'.
1!
1S
2(
21
22
24
25
26
27
28
TEMPS COMPLETE (YIN): S FECAL MPN (PASS/FAIL):
3�A�5
- IF PILE DOES NOT MEET THE TIME / TEMP. STANDARDS, CONTINUE ON SEPARATE TEMP. SHEET UNTIL REQUIREMENTS ARE MET
ALL TEMPERATURES ARE TAKEN WITH A CALIBRATED THERMOMETER, READ IN CELSIUS

COMPOST PAD TEMPERATURES
WINDROW PAD #: O�cl
DATE BUILT:
DATE FINISHED TEMPING: Z - I
DATE
FRONT
MIDDLE
BACK
INITIALS
Ll
Ll 9
CA
TEMPS COMPLETE (Y/N): L— FECAL MPN (PASS/FAIL):
3bpy5
{1
7 y J
" IF PILE DOES NOT MEET THE TIME / TEMP. STANDARDS, CONTINUE ON SEPARATE TEMP. SHEET UNTIL REQUIREMENTS ARE MET
ALL TEMPERATURES ARE TAKEN WITH A CALIBRATED THERMOMETER, READ IN CELSIUS

COMPOST PAD TEMPERATURES
WINDROW PAD #: !P/�r.;r 3
DATE BUILT: (o - 1 y _ I t
DATE FINISHED TEMPING: _ -7 - (- ly
TEMPS COMPLETE (Y/N): ' FECAL MPN (PASS/FAIL):
" IF PILE DOES NOT MEET THE TIME / TEMP. STANDARDS, CONTINUE ON SEPARATE TEMP. SHEET UNTIL REQUIREMENTS ARE MET
ALL TEMPERATURES ARE TAKEN WITH A CALIBRATED THERMOMETER, READ IN CELSIUS

COMPOST PAD TEMPERATURES
WINDROW PAD #
DATE BUILT:
DATE FINISHED TEMPING:
TEMPS COMPLETE (Y/N): FECAL MPN (PASS/FAIL):
" IF PILE DOES NOT MEET THE TIME / TEMP. STANDARDS, CONTINUE ON SEPARATE TEMP. SHEET UNTIL REQUIREMENTS ARE MET
ALL TEMPERATURES ARE TAKEN WITH A CALIBRATED THERMOMETER, READ IN CELSIUS

COMPOST PAD TEMPERATURES
WINDROW PAD #: _ n - ct - c4
DATE BUILT: ? -,),7 - I,
DATE FINISHED TEMPING: ci - i d - [
** IF PILE DOES NOT MEET THE TIME / TEMP. STANDARDS, CONTINUE ON SEPARATE TEMP. SHEET UNTIL REQUIREMENTS ARE MET
ALL TEMPERATURES ARE TAKEN WITH A CALIBRATED THERMOMETER, READ IN CELSIUS
i
** IF PILE DOES NOT MEET THE TIME / TEMP. STANDARDS, CONTINUE ON SEPARATE TEMP. SHEET UNTIL REQUIREMENTS ARE MET
ALL TEMPERATURES ARE TAKEN WITH A CALIBRATED THERMOMETER, READ IN CELSIUS

COMPOST PAD TEMPERATURES
WINDROW PAD # : FALL
DATE BUILT: 10 - 4 - jp
DATE FINISHED TEMPING:
IN
S AA75
** IF PILE DOES NOT MEET THE TIME/ TEMP. STANDARDS, CONTINUE ON SEPARATE TEMP. SHEET UNTIL REQUIREMENTS ARE MET
ALL TEMPERATURES ARE TAKEN WITH A CALIBRATED THERMOMETER, READ IN CELSIUS
S AA75
** IF PILE DOES NOT MEET THE TIME/ TEMP. STANDARDS, CONTINUE ON SEPARATE TEMP. SHEET UNTIL REQUIREMENTS ARE MET
ALL TEMPERATURES ARE TAKEN WITH A CALIBRATED THERMOMETER, READ IN CELSIUS

COMPOST PAD TEMPERATURES
WINDROW PAD#: FAL-L-
DATE BUILT:ia-o2V-ip
DATE FINISHEDTEMPING: (-Y - ( p
DATE
FRONT
MIDDLE
BACK
INITIALS
LL `
L
t
7
4
i-
y
+'
Li
i„
_ (
s 7
- l
5-7
a
C2
C
i -f
-6
6Z
C
7 IJ
pav T
S�cl
" IF PILE DOES NOT MEET THE TIME / TEMP. STANDARDS, CONTINUE ON SEPARATE TEMP. SHEET UNTIL REQUIREMENTS ARE MET
ALL TEMPERATURES ARE TAKEN WITH A CALIBRATED THERMOMETER, READ IN CELSIUS