Loading...
HomeMy WebLinkAboutWQ0004563_2014 Residual Annual Report_20150302I (DVEOLIA k14? &O-o Z6 WATER February 20, 2015 NCDENR-DWQ U.S. Environmental Protection Agency Information Processing Unit Region 7 1617 Mail Service Center ATTN: BIOSOLIDS CENTER Raleigh, N.C. 27699-1617 WWPD/WENF 11201 Renner Boulevard Lenexa, Kansas 66219 ;RECEIVED Re: 2014 Annual Report - 40 CFR Part 503 MAR 0 2 2015 For the Regional Compost Facility in Hickory, NC DWR SECTION Dear Ladies and Gentlemen: INFORMATION PROCESSING UNIT Please find herein, the Regional Compost Facility (RCF) 2014 Annual Report in accordance with the reporting requirements of 40 CFR Part 503, North Carolina Annual Monitoring Requirements, and Distribution and Marketing reporting for Permit No. WQ0004563. This document was prepared by Veolia Water North America Operating Services (VWNAOS) and submitted for the Sludge Consortium (Owner) in Hickory, North Carolina for the above captioned facility. VWNAOS provides full contract operations, maintenance, and management (OM&M) services at the RCF in a contract agreement with the Consortium, which became effective January 1, 1995. Please note that the facility names and permit numbers of each city or town that utilized the facility during 2014 is attached on page 3 of this report. If you have any questions concerning this Annual Report and the information contained herein, please contact me at the Regional Compost Facility at (828) 465-1401 or call Kevin Greer P.E., Assistant Public Services Director., City of Hickory, North Carolina at (828) 323-7427. Respectfully submitted, 4A, C Wayne Carroll Project Manager cc: Kevin Greer, P.E., Hickory Jim Galipeau, VWNAOS Tim Muirhead P.E., VWNAOS Hickory Project File, VWNAOS Jimmy Clark, Conover Hickory Lab Barry Edwards, P.E., Catawba County SLUDGE CONSORTIUM- HICKORY, NORTH CAROLINA REGIONAL COMPOST FACILITY 2014 - 40 CFR PART 503 ANNUAL REPORT Monitoring, Record Keeping, and Reporting for Preparing Sewage Sludge for Beneficial Use At In -Vessel Biosolids Composting Facility Presented to: Unites States Environmental Protection Agency Region 7 Biosolids Center 11201 Renner Boulevard Lenexa, Kansas 66219 NCDENR/DWQ Information Processing Unit 1617 Mail Service Center Raleigh, N.C. 27699-1617 Submitted for: City of Hickory, North Carolina Public Services Department P.O. Box 398 Hickory, North Carolina 28603-0398 Prepared by: Veolia Water North America Operating Services Regional Compost Facility 3200 20th Avenue, SE Newton, North Carolina 28658 FEBRUARY, 2015 2 REGIONAL COMPOST FACILITY HICKORY NORTH CAROLINA Environmental Permits: NC DENR Distribution of Residuals Solids (503) Permit: No: W00004563 City of Hickory Industrial Pretreatment Permit No: 0050 NC DEHR Storm Water Discharges General Permit No: NCG110034 SOURCE AND PERMIT NUMBERS The biosolids received at the Regional Compost Facility were generated from a variety of permitted cities and towns within Catawba County, North Carolina. In 2014, the Regional Compost Facility received biosolids from the following facilities and no other source was accepted. The following approved sources also include their permit number. SOURCE PERMIT NUMBER City of Hickory (Northeast) NCO020401 City of Hickory (Henry Fork) NCO040797 City of Hickory (Catawba) NCO025542 City of Newton (Clarks Creek) NCO036196 City of Conover (Northeast) NCO024252 City of Conover (Southeast) NCO024279 Town of Maiden NCO039594 Town of Claremont (North) NCO032662 Town of Claremont (McLin) NCO081370 Catawba County Domestic Septage NA City of Hickory Water Plant NCO044121 EXECUTIVE SUMMARY As required under the authority of Section 405 (d) of the Clean Water Act (CWA), as amended by U.S. EPA and promulgated at Title 40 CFR Part 503, please find herewith the Monitoring, Record practices and Reporting practices and procedures in place for the beneficial use of sewage sludge applied to land as finished compost at the Regional Compost Facility (RCF) in Hickory, North Carolina. The RCF is a twenty dry ton per day (20.0 DT/dy) in -vessel composting facility using the Ashbrook-Simon-Hartly (A-S-H) Tunnel Reactor Technology. Three local governments, comprised of the Cities of Hickory, Conover, and Catawba County, North Carolina, own the RCF. These three local governments formed a Sludge Consortium to provide centralized facilities for the management and disposal of their combined municipal wastewater biosolids. Class A wastewater residuals are processed at the RCF and distributed in full compliance and accordance with the provisions and requirements set forth by Permit No. WQ0004563. The RCF is built on a 15-acre site in Hickory at an equidistant location for all Consortium members. The RCF is comprised of biosolids liquid storage, dewatering, in -vessel composting, aerated curing and maturation, product storage, odor control, and pretreatment effluent facilities. The biosolids are prepared for beneficial use as finished compost, analyzed, classified, marketed, and distributed in bulk to a variety of land applications. The pretreated effluent is discharged to the City of Hickory Henry Fork's Wastewater Treatment Plant; permit number NC0040797, for final disposal. The Sludge Consortium (Owner) entered into an agreement with Veolia Water North America Operating Services (V);VNAOS), to provide full contract operations, maintenance, and management (OM&M) services at the RCF. Therefore, VWNAOS submits this annual report to provide all available information and data for 2012 in accordance with and to demonstrate compliance with Permit No.WQ0004563 and the 40 CFR Part 503 reporting in Subpart 503.18 for land application. Included herein, is a report of the biosolids that was processed in 2014 and a description of the alternatives selected for compliance with the Pathogen Reduction and Vector Attraction Reduction requirements. A certification statement is also provided for this Annual Report. As a Class A Sludge Management Facility, the RCF prepares a Class A `exceptional quality' biosolids compost product, in compliance with the requirements in 40 CFR Part 503 as documented herein. This annual report provides the required general information as well as specific information on the amount of biosolids that was processed; composted biosolids use and disposal practices; generators and preparers of the biosolids as owner/operator of the biosolids management facilities; description of selected alternative for pathogen reduction requirements; description of selected alternative for vector attraction reduction requirements; process monitoring and record keeping procedures; and listing of all relevant environmental permits. 4 We are pleased to report that the RCF achieved compliance with the general conditions and performance standards of the NC DENR/DWQ Permit, as well as its O&M requirements and the pollutant limits in Tables 1 and 3 of Subpart 503.13; the pathogen reduction requirements in Subpart 503.33(b)(5). Compliance with the frequency of monitoring, record keeping, and reporting of these standards have been in place since the RCF was placed into service on January 3, 1995. Compliance with these standards in 40 CFR Part 503 for the pollutant limits, operation standards for pathogen density reduction and vector attraction reduction, general requirements, and management practices was demonstrated and documented by the Monthly Operations Summary Reports for 2014, provided herein as Exhibit 6. The Regional Compost Facility is certified for Field Certification for Temperature and pH. The North Carolina State Laboratory Certification has approved these parameters. The Lab Certificate Number: 5466. Lab Code: NCO 1797 s I. GENERAL INFORMATION Facility Name Mailing Address and Location Regional Compost Facility (RCF) 3200 20th Avenue, S.E. Newton, North Carolina 28658 The Regional Compost Facility is a Class A Sludge Management Facility as defined in 40 CFR Part 503.9(c). This facility currently employs one method of biosolids management that requires compliance with 40 CFR Part 503 requirements. The primary method of sewage sludge disposal is its beneficial use at the on -site dewatering and in -vessel composting facility, which prepares the wastewater residuals for land application. Generators / Preparer of Biosolids The Sludge Consortium, is comprised of three local governments, generates biosolids during the treatment of domestic sewage at their publicly owned treatment works and prepares materials (dewatered cake and finished compost) from biosolids. The RCF is owned by the Sludge Consortium, which members include the City of Hickory, the City of Conover and Catawba County, North Carolina. In January of 1995 the Consortium entered into an agreement for operations, maintenance, and management (OM&M) services of its RCF with Professional Services Group, Inc. (PSG) currently named Veolia Water North America Operating Services (VWNAOS). Contract services were renewed on February 20, 2007, March 5, 2002, and October 4, 2011, respectfully. Consortium Ownership: Owner / Generator: 2014 City of Hickory - 66.0% City of Conover - 15.5% Catawba County - 18.5 % City of Hickory Attn: Mr. Kevin Greer P.E. Asst. Public Services Director P.O. Box 398 Hickory, NC 28603-0398 Tel. # (828) 323 - 7427 E-Mail - kgreer@tckoUnc.gov Operator / Preparer: Veolia Water North America Operating Services Attn: Wayne Carroll, Project Manager Regional Compost Facility 3200 20th Avenue, S.E. Newton, NC 28658 Tel. # (828) 465 - 1401 E-Mail — donald.carrollgveolia.com 6 Environmental Permits Regional Compost Facility: NC DENR Distribution of Residuals Solids (503) Permit: No: W00004563 City of Hickory Industrial Pretreatment Permit No: 0050 NC DENR Storm Water Discharges General Permit No: NCG110034 II. BIOSOLIDS PROCESSED AND DISTRIBUTED A. Biosolids Processed The amount of biosolids received and processed for beneficial use and disposal at the RCF during the 2014 annual reporting period was 2,362 metric dry tons (NIDT). A computerized biosolids dewatering report, in the Operations Summary, Exhibit 6, page 7, for the belt filter press (BFP) and/or centrifuge operations at the RCF will support documentation and information for the following computation of the actual MDT of biosolids prepared for use and disposal in 2014. 2014 Operations — 2,362 AMT 1. Dry short tons of biosolids loaded to the belt filter presses and/or centrifuge: Dry short tons = totalized centrifuge/belt press load (DT) from 01/01/14 - 12/31/14. = 2,610 DT 2. Dry short tons of biosolids captured by the belt filter presses and/or centrifuge: Dry short tons = totalized centrifuge/belt press load (DT) x avg . solids capture (%) = 2,610 x 0.9978 = 2,604 DT 3. Metric dry tons of biosolids processed for beneficial use: Metric dry tons = total centrifuge/belt press captured dry short tons (DT) x conversion factor 2,604 x 0.907 2,362 MDT B. Biosolids Compost Produced and Distributed The amount of biosolids produced and distributed for beneficial use and disposal at the RCF during the 2014 annual reporting period was 3,370 metric dry tons (MDT). A computerized biosolids Marketing and Distribution report, in The Operations Summary, Exhibit 6 page 14, for the Product Marketing and Distribution activities at the RCF will support documentation and information for the following computation of the actual MDT of biosolids produced and distributed for use as compost in 2014. 2014 Distribution — 3,3701VIDT 1. Dry short tons of biosolids compost produced and marketed Dry short tons = total discharged material (DT) from 01/01/14 - 12/31/14. = 3,715 DT 2. Metric dry tons of biosolids compost produced for beneficial use: Metric dry tons = total production of dry short tons (DT) x conversion factor 3,715 x 0.907 3,370 MDT " 7 The determination of the dry short tons of biosolids received and loaded to the belt filter presses and/or centrifuge are shown in a computerized RCF Operations Summary report as Exhibit 6 page 7. This biosolids loading has been determined by monitoring the number of belt filter presses and/or centrifuge in service (1 or 2), the actual run time hours each 24 hour operating day, direct flow metering of the volumetric rate of sludge feed (gallons per day - GPD), and gravimetrically analyzing the time -composite sample of feed sludge for total solids (% TS) using Standard Methods Part 2540 G., (APHA, 1992). A composite of the feed solids, cake solids, and filtrate solids were obtained daily to compute a materials balance around the belt filter presses and/or centrifuge to determine solids capture (%). Since the RCF does not have a weigh belt on its sludge cake conveyor belt, the generated amount of biosolids for in -vessel composting was determined by performing a daily materials balance of the dewatering process. All of the dewatered sludge cake was processed in the Tunnel Reactor in -vessel composting facility. Thus, all biosolids loaded and captured at the BFP and/or Centrifuge represents the biosolids generation and processing basis for the Annual Report and the amount of biosolids prepared as finished compost for land application in accordance with 40 CFR Part 503. The determination of the dry short tons of biosolids compost produced and distributed is also shown in the computerized Operations Summary Report as Exhibit 6, page 14. The dry tons are calculated by obtaining composite outfeed samples_ daily and using the total solids and density data for calculation. The dry ton totals are obtained by using the percent solids content of the wet mass weight. (Total dry tons = total yards of compost produced x density x % solids content of the wet mass.) III. BIOSOLIDS USE & DISPOSAL PRACTICES The biosolids received at the Regional Compost Facility (RCF) were beneficially used at the on -site dewatering and in -vessel composting facility. The biosolids management and disposal practices are the beneficial use of sewage sludge via composting to produce a high quality soil product which was sold and, or distributed in bulk for application to the land in accordance with 40 CFR Part 503, Subpart B regulations. As presented in the attached Site Plan and Process Schematic (Figures 1 and 2), the biosolids processing train and management practices consists of receiving and storage of liquid biosolids and wood amendments, mechanical belt filter presses and/or centrifuge dewatering, in -vessel biosolids composting, outside curing and maturation product storage, foul air scrubbing, and wastewater pretreatment. The RCF is a PFRP facility and produces a Class A `exceptional quality' biosolids compost product. s SUBPART B - LAND APPLICATION Process Monitoring, Record Keeping, and Reporting Description The Regional Compost Facility is substantially automated with numerous on-line and continuous reading instruments (i.e. sludge flow meters, air flow meters, auger speeds) to monitor the process and ensure that PFRP requirements are met. The various on-line equipment and instrumentation were calibrated routinely by VWNAOS's electrical and instrumentation staff and adjustments were made for calibration, if required. In accordance with VWNAOS's standards for quality assurance/quality control (QA/QC), precision and accuracy determinations were made to ensure that high quality reproducible data is generated. The monitoring data from these devices were retrieved continuously by a computer system, where data was archived and performance reports generated. Daily and monthly operator log forms and computer reports document various operating parameters required for demonstration of compliance with 40 CFR Part 503 Regulations. These parameters include system amounts of biosolids, amendments, and compost; in - vessel Tunnel Reactor; process and odor control system airflows, etc. Analytical Results for Monitored Pollutants VWNAOS analyzed the finished compost produced at the RCF for various pollutants required and listed in Tables 1 and 3 of 40 CFR Part 503.13. We are pleased to report that < full compliance was achieved in 2014 with these limitations and the corresponding classification of the finished compost as a Class A `exceptional quality' biosolids residual product (Exhibit 2). In accordance with Table 1 of 40 CFR Part 503.16, the frequency of monitoring, composite sampling, and analysis of the composted biosolids for the pollutants listed in Table 3 is bimonthly (6 times per year). This testing frequency was determined on the basis of the projected 3,370 dry metric tons (DMT) of biosolids processed and applied to the land as finished compost. We have also analyzed on a routine and as needed basis, the essential nutrient, stability, and maturity, decomposition, and odor parameters of the finished product to characterize its quality for various beneficial uses, prior to its distribution. We have also closely tracked the end uses and distribution contours for the finished compost product as represented as Exhibit 1. 9 Pathogen Reduction Requirements - Alternative A5 (PFRP) As previously stated, the Regional Compost Facility is a "Process To Further Reduce Pathogens" (PFRP) system for treatment and beneficial use of dewatered biosolids. This section of the Annual Report states that VWNAOS and the Consortium have utilized Class A Pathogen Reduction using Alternative A5 - PFRP via Composting to demonstrate compliance with 40 CFR Part 503.32(a)(7) and in continuity with 40 CFR Part 257 regulations. The temperature of the biosolids inside the Tunnel Reactors was maintained at 55 deg. C (131 deg. F) or higher for at least three (3) days. The compost product is also placed on the outdoor curing pad for further maturation and curing. Final curing temperatures were also maintained greater than 55 deg.0 (131 deg. F) or higher for at least three days. See Operations Summary (Exhibit 6) for curing time and temperatures. The design capacity of the four A-S-H Tunnel Reactors is approximately 54,432 ft (2,016 yd.). The standard operating procedure (SOP) for processing biosolids in the A-S-H in - vessel composting system employs a process using single stage horizontal plug flow. The raw (in -feed) compost was deposited in the front of the Tunnel Reactors with the addition of sawdust amendment and recycle material and discharged after active in -vessel composting and initial curing (out -feed compost) from the end of each reactor. Thus, the active composting phase occurs in the first two-thirds of each Tunnel Reactor and partial curing occurs in the remaining third of each Tunnel Reactor. The material is then placed on an outside curing pad for additional maturation, stabilization and cooling of the compost product before being distributed to the end users. Based upon site -specific monitoring of the bulk density of the in -feed mixture compost and recording of the number of hydraulic ram pushes for each Tunnel Reactor, the volumetric loading (yd/dy) is accurately determined for each processing day. This volumetric loading was divided into the fixed total reactor capacity to compute the "uncompacted" SRT (days), which is a conservative determination of the amount of time spent in the in -vessel reactors since compaction and compression of compost materials is not considered (typically adds another 20% to the "uncompacted" SRT). The average "uncompacted" SRT for each Tunnel Reactor was approximately 34.8 days. The actual SRT considering compaction and materials compression averaged 31.8 days as highlighted on page 9 of the Operation Summary Report. During this in -vessel composting period, at least three (3) days of processing time was continuously available to achieve PFRP in the Tunnel Reactors as the in -feed compost traveled horizontal from the front to the back of the 63 foot long reactor and eventually discharged as out -feed compost. The product is then discharge and moved to the final curing process for up to 60 additional days before distribution. 10 Seven sampling ports are installed along the length of each Tunnel Reactor to monitor temperature within the compost biomass. A total of twenty-eight (28) discrete measurements of temperature in the compost process are monitored and recorded by the compost facility personnel for documentation. The side and top sampling ports give the facility the ability to measure temperatures in each tunnel manually with an operator - inserted probe. The average of certain aeration zone temperature readings provides the daily determination of PFRP for the Tunnel Reactors. These daily PFRP temperature logs were documented for each Tunnel Reactor and reported on the computerized RCF Operation Summary Report (pages 10-13) (Exhibit 6) to document the composting process was maintained at or above 55 deg. C during the period of January through December 2014 to comply with Alternative A5 of 40 CFR Part 503.32. As shown in Exhibit 6 page 9, the average PFRP temperature for all four Tunnel Reactors was 65.1 deg. C. In accordance with 40 CFR Part 503.32(a)(7), the composted biosolids was analyzed for Fecal Coliform at the time it was being prepared for sale and distribution into the market place for final land application and was found to be below compliance limits. The bimonthly composite samples were prepared for Fecal Coliform analysis on a dry weight basis and analyzed in accordance with Standard Methods Part SM9221 CE. As shown in Exhibit 5, the Fecal Coliform measured for discharged compost from the RCF in 2014 indicates no exceedences, all results were well below the acceptable limits. Certification Statement - `I certify, under penalty of law, that the Class A pathogen requirements in 40 CFR Part 503.32(a)(7) have been met. This determination has been made under my direction and supervision in accordance with the system designed to ensure that qualified personnel properly gather and evaluate the information used to determine that the pathogen reduction requirements have been met. I am aware that there are significant penalties for false certification including fine and imprisonment." Undersigned. 'hl� Wayne Carroll VWNAOS Project Manager 11 Vector Attraction Reduction - Option 5 The Regional Compost Facility uses the Aerobic Process (Thermophillic Composting) to demonstrate and achieve compliance with the Vector Attraction Reduction requirements set forth in 40 CFR Part 503.33(b)(5). Specifically, Option 5 as an Aerobic Process at Greater Than 40 deg. C (104 deg. F) is most appropriate for achieving Vector Attraction Reduction. As previously described in this Annual Report, the average Actual SRT in the in -vessel compost reactors was 31.8 days for the reporting period of 2014. The dewatered biosolids was composted and treated aerobically at thermophilic temperatures during this period of in -vessel processing time. The computerized composting performance reports document the aerobic processing of the dewatered biosolids in accordance with 40 CFR Part 503.33(b)(5). The dewatered biosolids have been aerobically treated for a minimum of 14.0 consecutive days during which the daily minimum temperatures of the Tunnel Reactor have been maintained above 40 deg. C and the average temperature maintained higher than 45 deg. C. As shown on page 9 of the Operations Summary, Exhibit 6, the average Vector Attraction Reduction (VAR) temperature for all Tunnel Reactors was 57.6 deg. C. Additional curing provided additional time to meet the requirements again. The compost product is also placed " on the outdoor curing pad for further maturation and curing. Final curing temperatures were also maintained greater than 40 deg C. (104 deg. F) or higher for at least fourteen days with an average of at least 45 deg C. (113 deg F). See Operations Summary (Exhibit 6) for curing time and temperatures. Certification Statement - " I certify under penalty of law, that the Class A vector attraction requirements in 40 CFR Part 503.33(b)(5) have been met. This determination has been made under my direction and supervision in accordance with the system designed to ensure that qualified personnel properly gather and evaluate the information used to determine that the vector attraction reduction requirements have been met. I am aware that there are significant penalties false certification including fine and imprisonment." Undersigned. /L✓G`jW C��. Wayne Carroll VWNAOS Project Manager 12 • 0 IV. CERTIFICATION PFRP Certification Statement `I certify under penalty of law that this document and all attachments were prepared under my direction and supervision in accordance with the system designed that qualified personnel properly gather and evaluate the information submitted. Based upon my inquiry of the person or persons who manage the system or those persons directly responsible for gathering the available information, the information submitted 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 fine and imprisonment for knowing violation" Undersigned. Wayne Carroll VWNAOS Project Manager Regional Compost Facility 3200 20th Avenue, S.E. Newton, NC 28658 (828) 465 - 1401 E- Mail - donald.carroll@veolia.com Date Signed: Oy 4w 1,240", 13 Catawba County, North Carolina T/tis map product was prepared from the Catmrba County, NC, Geographic Information System. Catmvba Colony has made substantial efforts to ensure the accuracy of location and labeling information contained on this map. Catawba County promotes and recommends the independent verification of any data contained on this map product by the user. The County of Catawba, its employees, agents, and personnel, disclaim, and shall not be held liable for airy and all damages, loss or hability, 1010her direct, indirect or consequential which arises or may wise front this ntap product or the use thereof by any person or entity. NORTH Number parcels selected => 249 Cr a�P 1 inr_h = 150 feet Prepared For: W FHIS IS NOT A LEGAL DOCUMENT mm enL9a s� WS"W-IM AN row term — Ler me ,emu cr r sra �► n aL-- aaw�r nri � — cos rw o 1N11� A— .t f�d3It� !!s tt UVd 313HON00030NVd%3 R6.g I� lilt . OYd "C"S L•1(f MW 3LMOMO 91 M—/ 79L'YN won LV116V "gas"�71GtLM1 rl/ISO SNOL7Y3N / \ LIDOAII 9lIQIf>0 'Jl�011 QIY ' LV� Ills wm A 3'M YY»7I,"OM Y 14U 1Y �NU1f18 MOrVtlLSN�'� Y AllL ^�i lam O I.Ow JA �\ mm LIM ` 1 \1 I rt di use MIVJI \\ \ 1 31AM 335 9N'1om � UJRI QilY70'Ii71 N HICKORY REG IONAL COMPOST FACILITY PROCESS FLOW SCHEMATIC RECEIVING STATION LIQUID RAW BIOSOLIDS AMENDMENT —� (f] El STORAGE SILO TWO -STAGE t CHEMICAL n BIOSOLIDS/ SCRUBBERS -------- A/A. AMENDMENT BLENDER AMENDED CAKE BELT FILTER PRESSES CENTRIFUGE STORAGE f BINA --------------------------------------- �---------- a•---- THREE -STAGE CHEMICAL SCRUBBERS �m MIXER ; ASHBROOK-SIMON-HARTLEY o IN -VESSEL COMPOSTING z BUILDING AIR I : A 77 A-S-H ' TUNNEL COMPOST REACTORS --. --; ---�- t t i iC) =- ►-- --- -- ------ -- -- ------ ------------ COMPOST CURE PAD FINISHED COMPOST CATAWBA ORGRO COMPOST PRODUCT EXHIBIT I REGIONAL COMPOST FACILITY HICKORY, NORTH CAROLINA 2014 Class ADistribution /Surface Disposal Forms (DMSDF) CLASS A ANNUAL DISTRIBUTION AND MARKETING/ SURFACE DISPOSAL CERTIFICATION AND SUMMARY FORM WQ PERMIT #: WQ0004563 FACILITY NAME: Hickory Regional Compost Facility PHONE: 828-465-1401 COUNTY: Catawba OPERATOR: Veolia Water North America Operating Services FACILITY TYPE (please check one): ❑ Surface Disposal (complete Part A (Source(s) and "Residual In" Volume only) and Part C) 0 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 Part A*: Part B*: Month Sources(s) (include NPDES # if applicable) Volume (dry tons) Recipient Information Amendment/ Bulking Agent Residual In Product Out Name(s) Volume (dry tons) Intended use(s) January See Attached Sheets 344 232 385 See Attached Sheets 385 See Attached February See Attached Sheets 316 206 294 See Attached Sheets 294 See Attached March See Attached Sheets 386 231 368 See Attached Sheets 368 See Attached April See Attached Sheets 445 239 350 See Attached Sheets 350 See Attached May See Attached Sheets 434 240 338 See Attached Sheets 338 See Attached June See Attached Sheets 323 225 297 See Attached Sheets 297 See Attached July See Attached Sheets 406 219 299 See Attached Sheets 299 See Attached August See Attached Sheets 340 197 256 See Attached Sheets 256 See Attached September See Attached Sheets 320 185 240 See Attached Sheets 240 See Attached October See Attached Sheets 376 209 287 See Attached Sheets 287 See Attached November See Attached Sheets 379 201 272 See Attached Sheets 272 See Attached December See Attached Sheets 459 225 329 See Attached Sheets 329 See Attached Total from FORM DMSDF (sup) Totals: Annual (dry tons): 4528 2609 3715 3715 Amendment(s) used: I Sawdust Bulking Agent(s) used: Recycled Compost * If more space is required, attach additional information sheets (FORM DMSDF (supp)): Total Number of Form DMSDF (Supp) Part C: Facility was compliant during the past calendar year with all conditions of the land application permit p Yes (including but not limited to items 1-3 below) issued by the Division of Water Resources: ❑ No —> 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. 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." �17� / r))s Signature of Permittee Dat **Preparer is defined in 40 CFR Part 503.9(r) and 15A NCAC 2T .1102 (26) Sig ature of Preparer** (if different from Permittee) 0/1061aO;S_ Date DENR FORM DMSDF (12/2006) REGIONAL COMPOST FACILITY HICKORY, NORTH CAROLINA SOURCE AND PERMIT NUMBERS The biosolids received at the Regional Compost Facility were generated from a variety of permitted cities and towns within Catawba County. In 2014, the Regional Compost Facility received biosolids from following facilities and no other source was accepted. The following approved sources also include their permit number. SOURCE PERMIT NUMBER City of Hickory (Northeast) NCO020401 Cityf Hickory (Henry Fork) NCO040797 City of Hickory (Catawba) NCO025542 City of Newton (Clarks Creek) NCO036196 City of Conover (Northeast) NCO024252 City of Conover (Southeast) NCO024279 Town of Maiden NCO039594 Town of Claremont (North) NC0032662 Town of Claremont (McLin) NCO081370 Catawba County Domestic Septage NA City of Hickory Water Plant NCO044121 VEOLIA WATER NORTH AMERICA OPERATING SERVICES, INC. REGIONAL COMPOST FACILITY, HICKORY NC MARKETING AND DISTRIBUTION 2014 DATE NAME VOLUME INTENDED USE Cu/Yds January-14 Ingle & Son Landscaping 24.20 Landscaping January-14 LT Lingle Landscaping 407.00 Landscaping January-14 Midway Nursery 8.25 Nursery January-14 Murry's Mill 88.00 Landscaping January-14 Sigmon's Bark Mulch 607.75 Landscaping 22-Jan-14 Integrity Landscaping 16.50 Landscaping 31-Jan-14 Ann Crowder 1.83 Home Use January Total 1153.53 DATE NAME VOLUME INTENDED USE Cu/Yds February-14 Soil Supply 195.25 Top Soil Blendiong February-14 Creative Landscaping 13.75 Landscaping February-14 Glen Oaks Golf Course 33.00 Golf Course February-14 Ingle & Son Landscaping 121.00 Landscaping February-14 LT Lingle Landscaping 390.50 Landscaping February-14 Midway Nursery 8.25 Nursery February-14 Sigmon's Bark & Mulch 52.25 Landscaping February-14 Truf Maintenance 49.50 Landscaping 4-Feb-14 Lake Norman Lawnscapes 16.50 Landscaping 1-Feb-14 Bruce Fox 2.75 Home Use 18-Feb-14 Bruce Fox 2.75 Home Use 18-Feb-14 Lake Norman Lawnscapes 71.50 Landscaping 19-Feb-14 Lake Norman Lawnscapes 16.50 Landscaping 20-Feb-14 Lake Norman Lawnscapes 33.00 Landscaping 21-Feb-14 Integrity Landscaping 33.00 Landscaping 24-Feb-14 Peggy Grant 49.50 Landscaping 24-Feb-14 Bruce Fox 2.75 Home Use 24-Feb-14 Lake Norman Lawnscapes 42.63 Landscaping 25-Feb-14 Seng Lee 1.83 Home Use 25-Feb-14 Steve Putman 2.75 Home Use 26-Feb-14 Bill Richards 5.50 Home Use 26-Feb-14 Steve Putman 2.75 Home Use 27-Feb-14 Bruce Fox 2.75 Home Use 27-Feb-14 Steve Putman 2.75 Home Use 28-Feb-14 Tony Gallagos 1.83 Home Use February Total 1154.54 DATE NAME VOLUME INTENDED USE Cu/Yds March-14 Soil Supply 558.25 Top Soil Blending March-14 Ingle & Son Landscaping 335.50 Landscaping March-14 Midway Nursery 24.75 Nursery March-14 Sigmon's Bark & Mulch 266.75 Landscaping March-14 Wesson Sand & Gravel 16.50 Landscaping 4-Mar-14 Creative Landscaping 13.75 Landscaping 4-Mar-14 Cyril Setzer 1.83 Home Use 4-Mar-14 Tony Gallagos 1.83 Home Use 5-Mar-14 Ron Craig 1.83 Home Use Marketing and Distribution Page 1 5-Mar-14 Sang Lee 1.83 Home Use 6-Mar-14 Tony Gallagos 1.83 Home Use 10-Mar-14 Cyril Setzer 1.83 Home Use 10-Mar-14 Carolina Heritage 5.50 Landscaping 11-Mar-14 Rock Branch 55.00 Nursery 11-Mar-14 Duan Farms 16.50 Landscaping 14-Mar-14 Yang Xiong 1.83 Home Use 14-Mar-14 Steve Walker 11.00 Landscaping 14-Mar-14 Sang Lee 1.83 Home Use 14-Mar-14 Chue Xiong 1.83 Home Use 18-Mar-14 Ford Banner 2.75 Home Use 20-Mar-14 Turf Maintenance 8.25 Landscaping 20-Mar-14 Greg Stewart 2.75 Home Use 21-Mar-14 Rock Branch 27.50 Nursery 21-Mar-14 Everett Coleman 2.75 Home Use 21-Mar-14 Cyril Setzer 1.83 Home Use 24-Mar-14 Rock Branch Nursery 27.50 Nursery 26-Mar-14 Johnny Retsel 2.75 Home Use 26-Mar-14 Jan Brown 16.50 Home Use 31-Mar-14 Jimmy Hendrick 5.50 Home Use 31-Mar-14 Cyril Setzer 1.83 Home Use 31-Mar-14 Rock Branch Nursery 27.50 Nursery Marcn i otai 1447.4U DATE NAME VOLUME INTENDED USE Cu/Yds April-14 Soil Supply 231.00 Top Soil Blending April-14 Ingle & Son Landscaping 253.00 Landscaping April-14 LT Lingle Landscaping 214.50 Landscaping April-14 Wesson Sand & gravel 8.25 Landscaping April-14 Sigmon's Bark & Mulch 30.25 Landscaping 4-Apr-14 Bruce Whitener 1.83 Home Use 4-Apr-14 Johnny Seitzel 2.75 Home Use 1-Apr-14 Michael Smith 16.50 Home Use 1-Apr-14 Chang Thao 1.88 Home Use 2-Apr-14 yee Chang 1.83 Home Use 2-Apr-14 Chou Khang 1.83 Home Use 3-Apr-14 Ralph Wilson 5.50 Home Use 4-Apr-14 Khue Lee 1.83 Home Use 4-Apr-14 Rock Branch 55.00 Nursery 4-Apr-14 Larry Grant 49.50 Landscaping 4-Apr-14 Billy Morrison 11.00 Home Use 4-Apr-14 Jerry Vang 2.75 Home Use 4-Apr-14 Hue Lee 1.83 Home Use 7-Apr-14 Duan Farms 16.50 Landscaping 7-Apr-14 Murphy Gabariel 1.83 Home Use 9-Apr-14 Chang Deo 1.83 Home Use 9-Apr-14 Murphy Gabariel 1.83 Home Use 9-Apr-14 Turf Maintenance 8.25 Landscaping 10-Apr-14 Ray Franklyn 2.75 Home Use 10-Apr-14 Greg Goodson 2.75 Home Use 11-Apr-14 Rock Branch 55.00 Nursery 11-Apr-14 Chang Vue 1.83 Home Use 11-Apr-14 Johnny Reitzel 2.75 Home Use 14-Apr-14 Lake Norman Lawnscapes 41.25 Landscaping 15-Apr-14 Bill Nagel 2.75 Home Use 15-Apr-14 Ingle & Son Landscaping 33.00 Landscaping Marketing and Distribution Page 2 16-Apr-14 Rock Branch 55.00 Nursery 17-Apr-14 Cyril Setzer 1.83 Home Use 17-Apr-14 Larry Grant 16.50 Landscaping 17-Apr-14 Keng Xiong 1.83 Home Use 17-Apr-14 Rick Barns 4.13 Home Use 17-Apr-14 Mee Xiong Yang 1.83 Home Use 21-Apr-14 Turf Maintenance 8.25 Landscaping 21-Apr-14 Duan Farms 16.50 Landscaping 21-Apr-14 CBC Stone 77.00 Landscaping 22-Apr-14 Rick Barns 5.50 Home Use 23-Apr-14 Rock Branch 55.00 Nursery 23-Apr-14 Rex Milsap 5.50 Home Use 23-Apr-14 Intergrity landscaping 66.00 Landscaping 25-Apr-14 Jack Sigmon 1.83 Home Use 25-Apr-14 Johnny Leatherman 2.75 Home Use 28-Apr-14 Chee Lee 1.83 Home Use 29-Apr-14 Rock Branch 55.00 Nursery 30-Apr-14 Pao Chang 1.83 Home Use April Total 1441.49 DATE NAME VOLUME INTENDED USE CuNds May-14 Ingle & Son Landscaping 610.50 Landscaping May-14 Midway Nursery 24.75 Nursery May-14 Sigmon's Bark & Mulch 16.50 Landscaping May-14 Truf Maintenance 16.50 Landscaping 2-May-14 Cyril Setzer 1.83 Home Use 2-May-14 Andrew Dolgas 2.75 Home Use 2-May-14 Donald Lail 2.75 Home Use 5-May-14 Vee Yang 1.83 Home Use 6-May-14 Richard Teague 2.75 Home Use 6-May-14 Rock Branch Nursery 27.50 Nursery 6-May-14 Larry Grant 16.50 Home Use 8-May-14 Brenda Pendley 1.83 Home Use 9-May-14 Donald Lail 13.75 Home Use 12-May-14 Bill Saine 2.75 Home Use 13-May-14 Bill Saine 5.50 Home Use 13-May-14 United Missionary Church 8.25 Landscaping 13-May-14 Dellinger Grading 33.00 Landscaping 16-May-14 Clifford Berry 5.50 Home Use 19-May-14 Jerry Sigmon 1.83 Home Use 19-May-14 Changdeo 1.83 Home Use 19-May-14 Charlie Cha 1.83 Home Use 20-May-14 Robin Spurin 1.83 Home Use 20-May-14 Tony Gallagos 1.83 Home Use 23-May-14 Yang Cha 1.83 Home Use 27-May-14 Changdeo 1.83 Home Use 30-May-14 Chuck Radford 1.83 Home Use May Total 809.40 Marketing and Distribution Page 3 DATE NAME VOLUME INTENDED USE CuNds June-14 Glen Oaks Golf Course 33.00 Golf Course June-14 Ingle & Son Landscaping 178.75 Landscaping June-14 L T Lingle Landscaping 66.00 Landscaping June-14 Midway Nursery 8.25 Nursery June-14 Sigmon's Bark & Mulch 46.75 Landscaping June-14 Turf Maintenance 41.25 Landscaping 3-Jun-14 Charlie Cha 1.83 Home Use 6-Jun-14 Larry Grant 49.50 Landscaping 6-Jun-14 United Missionalry Church 8.25 Landscaping 6-Jun-14 Kevin Hambler 2.75 Home Use 6-Jun-14 Richard Rio 5.50 Home Use 9-Jun-14 Cyril Setzer 1.83 Home Use 9-Jun-14 Jerry Whitener 16.50 Landscaping 11-Jun-14 Pa Taua 1.83 Home Use 11-Jun-14 Mary Smith 1.83 Home Use 20-Jun-14 Steve Putman 2.75 Home Use 25-Jun-14 Richard Rio 2.75 Home Use 27-Jun-14 Chou Yang 1.83 Home Use June Total 471.16 DATE NAME VOLUME INTENDED USE Cu/Yds July-14 Soil Supply 110.00 Top Soil Blending July-14 Cool Springs Mulch & Stone 99.00 Landscaping July-14 Ingle & Son Landscaping 144.38 Landscaping July-14 LT Lingle Landscaping 305.25 Landscaping July-14 Midway Nursery 16.50 Nursery July-14 Turf Maintenance 41.25 Landscaping 1-Jul-14 Seng Lee 2.75 Home Use 7-Jul-14 Randy Gibson 1.83 Home Use 8-Jul-14 Lake Norman Lawnscapes 13.75 Landscaping 10-Jul-14 Steve Putman 2.75 Home Use 15-Jul-14 Murphy Gabriel 1.83 Home Use 31-Jul-14 Paul Campbell 5.50 Landscaping July Total 744.79 DATE NAME VOLUME INTENDED USE July-14 Soil Supply 550.00 Top Soil Blending July-14 Creative Landscaping 27.50 Landscaping July-14 Ingle & Son Landscaping 85.25 Landscaping July-14 Sigmon's Bark & Mulch 354.75 Landscaping July-14 Turf Maintenance 24.75 Landscaping 4-Aug-14 Chou Yang 1.83 Home Use 5-Aug-14 Peggy Grant 16.50 Home Use 5-Aug-14 Murphy Gabriel 1.83 Home Use 13-Aug-14 Chuck Radcliffe 1.83 Home Use 15-Aug-14 Craig Becker 2.75 Home Use 19-Aug-14 Long Lee 2.75 Home Use 19-Aug-14 Chou Yang 2.75 Home Use 21-Aug-14 Chee Xiong 1.83 Home Use 21-Aug-14 Lake Norman Lawnscapes 13.75 Landscaping 22-Aug-14 Junior Penland 2.75 Home Use 26-Aug-14 Peggy Grant 66.00 Landscaping Marketing and Distribution Page 4 26-Aug-14 Chang Deo 1.83 Home Use 29-Auo-14 Chee Xiong 1.83 Home Use NAME VOLUME INTENDED USE CuNds September-14 Soil Supply 55.00 Top Soil Blending September-14 Creative Landscaping 33.00 Landscaping September-14 Ingle & Son Landscaping 118.25 Landscaping September-14 Midway Nursery 49.50 Nursery September-14 Sigmon's Bark & Mulch 173.25 Landscaping September-14 Turf Maintenance 24.75 Landscaping September-14 Wesson Sand & Gravel 16.50 Landscaping 10-Sep-14 Little Mountain Farms 66.00 Landscaping 11-Sep-14 Charles Scott 2.75 Home Use 12-Sep-14 Craig Becker 2.75 Home Use 17-Sep-14 George Finney 2.75 Home Use 18-Sep-14 Johnny Reitzel 2.75 Home Use 18-Sep-14 Lake Norman Lawnscapes 41.25 Landscaping 22-Sep-14 Johnny Reitzel 2.75 Home Use September Total 591.25 DATE NAME VOLUME INTENDED USE CuNds October-14 Ingle & Son Landcaping 181.50 Landscaping October-14 LT Lingle Landscaping 203.50 Landscaping October-14 Sigmon's Bark & Mulch 222.75 Landscaping October-14 Turf Maintenance 24.75 Landscaping 1-Oct-14 Craig Becker 2.75 Home Use 2-Oct-14 Craig Becker 1.83 Home Use 3-Oct-14 Ryan Sigmon 8.25 Home Use 3-Oct-14 Greg Povey 2.75 Home Use 6-Oct-14 Duan Farm Supply 16.50 Landscaping 6-Oct-14 Vasquaez Landscaping 5.50 Landscaping 6-Oct-14 Ryan Sigmon 2.75 Home Use 7-Oct-14 Vasquaez Landscaping 8.25 Landscaping 7-Oct-14 Ken Huffman 4.13 Home Use 8-Oct-14 Natures Edge 13.75 Landscaping 8-Oct-14 Vasquaez Landscaping 8.25 Landscaping 9-Oct-14 Lake Norman Lawnscapes 13.75 Landscaping 9-Oct-14 Scott Charles 2.75 Home Use 9-Oct-14 Lake Norman Lawnscapes 13.75 Landscaping 9-Oct-14 Kenneth Huffman 4.13 Landscaping 10-Oct-14 Lake Norman Lawnscapes 13.75 Landscaping 16-Oct-14 Larry Grant 16.50 Landscaping 17-Oct-14 Larry Grant 16.50 Landscaping 23-Oct-14 Novack Enterpirse 49.50 Landscaping 2-Oct-14 Michael Henry 5.50 Home Use 28-Oct-14 Ron Craig 1.83 Home Use 28-Oct-14 Ryan Sigmon 2.75 Home Use 29-Oct-14 Ron Craig 1.83 Home Use 30-Oct-14 Peggy Grant 16.50 Landscaping 30-Oct-14 Steve Walker 5.50 Home Use 31-Oct-14 Steve Walker 5.50 Home Use October Total 877.25 Marketing and Distribution Page 5 DATE NAME VOLUME INTENDED USE CuNds November-14 Cool Springs Mulch & Stone 63.25 Landscaping November-14 Ingle & Son Landscaping 209.00 Landscaping November-14 LT Lingle Landscaping 209.00 Landscaping November-14 Sigmon's Bark & Mulch 734.25 Landscaping November-14 Wesson Sand & Gravel 49.50 Landscaping 3-Nov-14 Little Mountain FArms 33.00 Landscaping 7-Nov-14 Charlie Miller 2.75 Home Use 7-Nov-14 Long Lee 1.33 Home Use 11-Nov-14 Johnny Reitzel 2.75 Home Use 11-Jan-14 Lake Norman Lawnscapes 41.25 Landscaping 11-Nov-14 Little Mountain Farms 16.50 Landscaping 12-Nov-14 Lake Norman Lawnscapes 52.25 Landscaping 19-Nov-14 Cyril Setzer 1.33 Home Use 25-Nov-14 Nhia Yang 5.50 Home Use November Total 1421.66 97G111= NAME VOLUME INTENDED USE Cu/Yds December-14 Soil Supply 27.50 Top Soil Blending December-14 Ingle & Son Landscaping .33.00 Landscaping December-14 LT Lingle Landscaping 261.25 Landscaping December-14 Sigmon's Bark & Mulch 184.25 Landscaping 8-Dec-14 Lia Yang 1.83 Home Use 12-Dec-14 Little Mountain Farms 55.00 Landscaping 15-Dec-14 Cyril Setzer 2.75 Home Use 31-Dec-14 Cyril Setzer L 1.83 Home Use December Total 567.42 Marketing and Distribution Page 6 Golf Course 0.6 Home Us Landscaping 25.79% Distribution 2014 Agriculture 0.0% Blending 14.7% Landscaping 76.1 % Distribution 1995 - 2014 Golf Course Turf Farming 2.02% Nursery 39.61 % OAgriculture OTop Soil Blending 0 Landscaping 0Home Use ■Golf Course 0 Nursery ■Tree Farming EXHIBIT 2 REGIONAL COMPOST FACILITY HICKORY, NORTH CAROLINA 2014 Annual Residuals Sampling Summary Forms (RSSF) ANNUAL RESIDUAL SAMPLING SUMMARY FORM Please note that your permit may contain additional parameters to be analyzed. The parameters can be reported in FORM RSSF - B WQ Permit Number: WQ0004563 Facility Name: Hickory Regional Compost Facility Residual Source WQ # or NPDES #: WWTP Name: Residual Analvsis Data WQ0004563 Laboratory: 1) Pace Analytical Services 2) Statesville Analytical 3) 4) 5) Parameter aramet) Cone. Limit m a Sample or Composite Date 01/13/14 02/10/14 3/10/14 04/14/14 05/12/14 06/09/14 07/15/14 08/11/14 09/08/14 10/07/14 11/10/14 12/10/14 Percent Solids (%) NA 62.3 68 66.8 42.6 71.1 73.7 83.9 63.5 52.8 63.2 73.8 61.2 Arsenic 75 <.91 <.83 <.83 <.79 _ <.70 <.64 1 <.89 _ <.82 <.91 <.88 <.91 Cadmium 85 0.29 <.083 0.092 0.35 0.28 0.35 0.37 0.38 0.5 0.31 0.31 0.17 Copper 4,300 112 124 82.4 103 89.5 116 139 133 153 116 135 67.7 Chromium NA Lead 840 10.6 13.3 10.3 9.2 10.4 12.5 14.1 11.8 13.4 9.1 9.4 4.3 Mercury 57 0.028 0.28 0.18 0.067 0.17 0.19 0.33 0.42 0.24 0.23 0.22 0.074 Molybdenum 75 2.7 2.3 1.6 0.83 2.3 2.7 2.8 2.6 2.6 1.7 2.6 1 Nickel 420 5.5 6.7 4.9 4.3 5 6.7 6.7 6.6 7.4 5.2 7.5 3.1 Selenium 100 1.3 1.7 1.4 1.1 1.4 0.91 1.1 1.9 0.88 <.91 2 <.91 Zinc 7,500 511 607 434 440 486 600 723 667 744 570 583 275 Total Phosphorus NA 5220 3350 4300 6320 7580 3040 TKN NA 18600 12800 16800 22900 22800 4300 Ammonia -Nitrogen NA 2160 862 4680 7460 3100 1070 Nitrate and Nitrite NA 18.3 <2 10.5 8 6.3 <2.0 a For surface disposal facilities the ceiling concentration limits listed in this form are not applicable. Reference the individual permit for metals limits. "I certify, under penalty of law, that this document was prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. I am aware that there are significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations." Signature otPreparer * Date *Preparer is defined in 40 CFR Part 503.9(r) and 15A NCAC 2T .1102 (26) DENR FORM RSSF (12/2006) a A + ANNUAL RESIDUAL SAMPLING SUMMARY FORM - B Report all sampling analysis results for parameters not listed in FORM RSSF that are part of the WQ permit or were analyzed for over the past calendar year. Use additional forms as needed. WQ Permit Number: WQ0004563 Facility Name: Hickory Regional Compost Facility Residual Source NPDES # or WQ#: WWTP Name: Residual Analvsis Data WQ0004563 Laboratory: 1) Pace Analytical Services 2) Statesville Analytical 3) 4) 5) Parameter (mg/kg) Sample or Composite Date 02/10/14 04/14/14 06/09/14 07/15/14 08/11/14 10/07/14 12/10/14 Aluminum 11400 5750 6170 7490 11100 7080 2480 Calcium 7480 4730 7390 8780 6400 10700 6650 Magnesium 1110 789 1140 1210 1130 989 499 Potassium 1740 839 1620 1750 1690 1020 519 Sodium 622 <397 535 585 532 <455 <455 "I certify, under penalty of law, that this document was prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. I am aware that there are significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations." eJli� �a�P�i Signature of Preparer * *Preparer is defined in 40 CFR Part 503.9(r) and 15A NCAC 2T .1102 (26) aj5/ /s, Date DENR FORM RSSF - B (12/2006) • EXHIBIT 3 REGIONAL COMPOST FACILITY HICKORY, NORTH CAROLINA 2014 Residuals Analysis Lab Sheets E tw!oelabsam f ' Project: Compost Metals Pace Project No.: 92186132 Pace Analytical Services, Inc. 205 East Meadow Road - Sub A Eden, NC 27268 (338)623-a921 Pace. Analytical Services, Inc. 2225 Riverside Dr. Asheville, NC 28604 (828)254-7176 ANALYTICAL RESULTS Pace Analy,Fical,Setvices, Inc... 9800 IGncey Ave.. Suits a QU Huntersville,, NC. 28078 .' (704)075-9092.. Sample: Compost Metals Lab ID: 92186132001 Collected: 01/0/14 08:40 Received: 01/13/1413:12 Matrix: Solid Resufts reported on a "wet: weight" basis Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual 6010 MET,'ICP . Analytical Method: EPA 0.010. Preperation;Method: EPA 3050 Arsenic . ND mg/kg 0.91 •.. 1 01115/14:11.35:< 017:1.67.t4:1$i2S :T44q=9.8�2c;r .:`;;.:' •.`: Cadmium 0.29 mg/kg q;091 1 01/Y5/•14>11z35..-01/1:6/1?i:1829;744,Qi`;=':` Copper. 112 mgfkg .0.45: 1 01/15/14:1:1`35`.<01/1:6L1.�F 1829:=:79#Q=S..• ;` .;`a_ Laid 10.6 mg/kg 0.46 1 ,01/15114.:11t35 Molybdenum. 2.7 mg/kg 0.45 1 01/15/14:11::35;..:0<1/t6/14`a8:29::743958i Nlb.W 5.6 mgfkg 0.45 1 01115/1411=:35. 01`11.6/14<1.829; jR 4a Selenium 1.3 mg/kg 0:91 1 01/15/141935..0.1'/.16/1.4..18s97.'*49= •'Y;;._ Zinc 511 mglk9 0:91 1. 7471':M@icury.. Analytical Method: EPA7471 Pi+epatatign Method: EPA7471 Mercury - 0.028-mg/kg 0:0047 ° 1 01/15/1415:50s04Z15114'19s0$ : 43 Perc9fk Mohsbure Analytical Method: ASTM;D297"7 Perceiit,Nf4isture. 37.7 % .:0:'0 1 01/17/14;09:05: 254"l-PercerrtSollds Analytical Method: SM.254OG To Solidi. 62.3 % 0.0Q0010 1 Date:. 01/21/2014 09:30 AM REPORT OF LABORATORY ANALYSIS This report shall not be leproduccq, except in full, without the written consent of Pace Analytical Services, Inc.. Page, Of:11 0 Ice cal aww.peoelebscrom ANALYTICAL RESULTS Project: February Fecal Pace Project No.: 92189284 Pace Analytical Services, Inc. . 9800 Kiri&pyA4e:• Si W.. 00`� Huntersvillo, NC-28078 (104j675-9092 Sample: 01/10/14 COMP Lab ID: 92189284001 Collected: 02/10/14 08:55 Received: 02/10/1414:09 Matrix: Solid Results reported on a 'wet -weight' basis Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual 6010 MET ICP Analytical Method: EPA 6010 Preparation Method: EPA 3050 Aluminum 11400 mg/kg 83.3 10 02/14/1415:49 02/18/1415:16 7428-90-5 Arspnic ND mg/kg 0.83 1 02/14/1416:49 02/17/14 22:56 7440-384 Cadmium ND mg/kg 0.083 1 02/14/1415:49 02/17/14 22:56 7440-43.9 Calcium 7480 mg/kg 8.3 1 02/14/14 15:40 02/17/14 22.56 7440-70-2 Copper 124 mg/kg 0.42 1 02/14/14 15:49 02/17/14 22:56 7440-50-8 Lead 13.3 mg/kg 0.42 1 02/14/1415.49 02/17/14 22:56 7439=92-1 Magnesium 1110 mg/kg 8.3 1 02/14/1415*49 02/17/14 22:56 7439.9" Molybdenum 2.3. mg/kg 0.42 1 0211411415*49' 02/17/14 22:56 74*98-7 Nickel 6.7 mg/kg 0.42 1 02/1411415.49 02117/14.22:56 7440-02-0 Potassium 1740 mg/kg 417 1 02114/1415:49 02/17/14 22:56 7440-09-7 Selenium 1.7 mg/kg 0.83 1 0211411415:49 02/17/14 22:56 7782-49.2 Sodium 622 mg/kg 417 1 02/14/14 15:49 02/17/14 22:56 7440-23-5 Zinc 607 mg/kg 0.83 1 02/14/1415:49 02/17/14 22:56 7440-66.6 7471 Mercury Analytical Method: EPA 7471 Preparation Method: EPA 7471 Mercury 0.28 mg/kg 0.083 20 02/1111419:20 02/14/14 14:33 7439-97-61 M6 Percent Moisture Analytical Method: ASTM D2974-87 Percent Moisture 32.0 % 0.10 1 02111/1417:14 254OG Total Percent Solids Analytical Method: SM 254OG Total Solids 68.0 % 0.000010 1 02/11/1411:30 9045 pH Soil Analytical Method: EPA9045 pH at 25 Degrees C 8.2 Sid. Units 0.10 1 0211111411.12 1 Plant Available Nitrogen Analytical Method: 40CFR PART 432.2 Plant Available Nitrogen 6030 mg/kg 1.0 1 02/26/14 11:23 N2 Total Nitrogen Calculation Analytical Method: 40CFR PART 432.2 Nitrogen 18600 mg/kg 40.0 1 02125/1411:26 7727i37-9 350.1 Ammonia Analytical Method: EPA350.1 Nitrogen, Ammonia 2160 mg/kg 50.0 5 02/21/1416:04 7664-41-7 351.2 Total Igeldahl Nitrogen Analytical Method: EPA351.2 Nitrogen, I<jeidahl, Total 18600 mg/kg 1000 25 02/21/14 12:36 7727-37,9 353.2 Nitrogen, NO2IN03 Analytical Method: EPA 353.2 Nitrogen, Nitrate 16.7 mg/kg 2.0 1 02/18/14 23:23 Nitrogen Nitrite 16 mgA n 098 1 02/18/14 23.23 Nitrogen, NO2 plus NO3 18.3 mg/kg 2.0 1 02M8/14 23:23 Date: Q212512014 02:03 PM REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc.. Page .4.of 18 Pace Analytical.Services, Inc.,.. 9800 lqri* Ave. Suite -.1 Q0.'. Huntersville, NC 28078. WWV1.0= (7Q4)87&9'092' ANALYTICAL RESULTS Project: COMPOST METALS Pace Project No.: 92192602 Sample: COMPOST Lab ID; 92192602001 Collected: 03110/1408:45 Received: 03/10/14 15:18 Matrix: Solid METALSIMOISTURE Results reported on a "wet -weight" basis .Parameters Results Units Report Limit DF Prepared Anal ed -.Qual! Ana"cal Method-,.. EPA.,601.0 Pre.para.fiomM.ethod:,ERA'3050 Arsenic ND mg/kg Q-0 I 03/13/14.13.20,.,03/,15/14--i3:5,1..r..--7.4,","�," GAdmiqm .2 g 0:09 mg/k .:O;,Q§,3: 1 �03/13/`14..I-3210..--:03/`%�1$/.14�'.�13:61."-."*'*,�, 0- Copper 82.4 -mg/kg 0;42 1 03 13/14:,.13';20.03/15/14':.13;'51:- -7440'. Q"*81':-" Lead 10.3 mg/kg :0.,42 I. Molybdenum 1.6 mg/kg 0.42 -1 03/1-31-1413�i20- 4.9 mg/kg 0.42 1' -031-W-1 413,20- 03115/14-131 Selenium. 1.4 mg1kg 0.83 1 03113114*130 '014-5/14 Zinc- 434 mg/kg Q.83 I �03/.13/`,141.3,!2.0-:°0.3/��.1.5/14.1.3.,6,1�,,'-�,.."':I�'- 7471 ,MorcLkry Ana"cal Method:. EPA 7471.--.Pmp!krafiqq Mq1Pdd;.EPA,7471- 0A8 mg/kg .:0 ,042 AQ 0=1114:--!--4-4. Piercentimblisture Analytical Method: ASTMQ297"7 ............ .......... Percent:,Wsture 312 % 0.-10 1 03/11111.4 -14:55 26. 0Crtslatal-Pement-Solids Analytical -Method: SM 25540G Total:Solids: 66.8 % -0.000010 1 03611/14;09.'30-'-' Date: 03/2512014 09:22 AM REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc.. Page 4 ofil., - Cn�II �?IybCc111 wnrcpxmkftcm i� ANALYTICAL RESULTS Pace. Analytical • 4elylces,.lnc...: -.. 9800IQnce}igve: Suite.lb0 4 Hurltersville, NC28078 (704)875-8092: Project: APRIL FECAL Pace Project No.: 92197294 Sample: NITRATE & METALS Lab ID: 92197294002 Collected: 04/14/14 08:15 Received: 04/14/1415:19 Matrix: Solid Results reported on a "wet welghr basis Parameters Results Units Report Limit DF Prepared Analyzed CAS•.No, Qua[ 6040-10wr 1CP Analytical Method: EPA6010...P:reparation-�Mcthod:.EPA 3050 Aluminum 5750 mg/kg :7d9 1 .-04/24/.14}13 05::;:04/25/14°'12 28;-7429 0,Q? Arsenic: ND mg/kg .079 1 -•041241141--.I-SU5r::;'-04I�5/,. +41.228,;<:T? Gedpi'ium:: 0.35•. :0:079> :1 04/24/14:13:05':. 25/.t4'1 8;`7." . Calciurtr`: 4730:mg/kg 7:9• 1•. 04/2/14:1305<:.`U9125/14:1228' 740742,;,;-:'-:<<>';` Copper. 103 mg/l�q 0:40 1 04/24/1413A5 Lead. 9.2 mg/kg :0.40 . •1• ..04/24114:13;05 Magnesium. 789-m9/k9 78. 1 04/24/•141:305=:.U4/25114:.12:28>73s Malytidenum . 0.83 mg/kg • `O;kO> . ' 1 04/24/14,:13:05i,:04/F5/1 k 12 28 4 9 �8=. N[ckel 4.3 mg/kg 0:40 .1 04/24114;13:05 -04/25/:14:12:28`:;: Potl�s$iur0 : 839 mglkg ,397 1 :.04/24/1'4' 13;05 Q4%25114:<12 28'': 7+ Selerjium: 1.1 mg/kg 0.79 1. 04/24/,1413 05:<:0.125114:122$'' 7782 F9 °>! - -= r•' Sodium:.'; ND mg/kg .397. ....1. .04724/14<:1905:=.04725/14::12,28::!T44Q.;2:35:;'_'::r; Zinc'. 440 mg/kg 0:79: ;1 04/241`1413:05 .04125/141 2°7?"4 T471 iVlerctrry Analytical Method:.EPA7471 Pr0paration:Metliod: EPA:7471 Mercury. 0:067 mg/kg 0:00iF8 1 G4/29114 1.Z:30<. 04/2W. +20:10...743947.*.- 9 pH 3iiil AnalyticalWethod: EPA9045. P!";25;D.eg ees C 8.7 Std..Units : 0:10 ...:1 Plant<Av;9ilat�lNiSir4�en. Analytical. Method: 40.-CFR PART:432;2 Plant Avail;tble Mitrogen 3840 mg/kg to, 1' 05/02/14;•16tQ6`.:.:.:` : ..... `:: Totak-Nitrogen Calculation, Anaocal.Method: 40CFR PART.402 2 . N[Vogen' 12800 mg/kg 40t0 :1 ' 0.5102114.16:04: 7727.. 7�: 350agritmonia: Analytical Method: EPA 350.1 ,:. Niirogen;:Ainnlorua . 862 mg/kg 10:0 1= '041.24/1415i30::;76 35127ofiihi.g4'0p �N[b*pn . Analytical.Method:-EPA351:2...r- Nitrogen F<jeltlahl; Total 120.00 mg/kg 500. , 10 . 05102/44 353r2 NitmS9n, 002WO3 Analytical Method: EPA 353:2 Njtrogen;.Nitrate ND mglkg 2:0 1 04122/.14r22'52: Nitrogen Nitrite - 1:1 mg/kg Nitrogen�;NQ2(plus`R03 ND mglkg 2.0:. 1 365.1 Phosphorus, Total Analytical Method: EPA365.1 Phosphorus Date: 05/02/2g74 04:07 PM 3350 mgfkg 104 25 REPORT,OF LABORATORY ANALYSIS This report shall not.be reproduced, except in full, Without the:yyritten consent of Pace Analytical Services, Inc.. 04/20/1411:47 7723-1470 • . Icem. al Date: 05/02/2014 04:07 PM ANALYTICAL RESULTS REPORT OF LABORATORY ANALYSIS This report shall not Ge reproduced, except In full, without the wriftn consent of Pace Analytical Services. Inc.. Pace AnalyticalServices, Inc. 9800 (incey4o.'Suite Huntersylile, NC 28078 (704)875*9092 cei!021 WWV4PWdfib&=n ANALYTICAL RESULTS Project: COMPOST METALS JULY Pace Project No.: 92200896 Pace Ane"C4,60rvicep, Inc. 9800 lQnceyAve.'- 806,100.;.- Huntersvilles.NQ 2078• (704)875-9092 Sample: COMPOST METALS Lab ID: 92200896001 Collected; 05112/14 08:41 Received: 05/12114 17:40 Matrix: Solid MOISTURE Results repoiled on a "wet weight" basis Parameters Results Units. Report -Limit DF Prppered,., Analyzed. Ott, E*r.'..]CP':: Analytical Method: EPA6010-..'PreparefionMethod:EPA Arsenic- ND mg/kg 0;70 1. .06/14/14 12:45 651-15/-1 Cadhiium. 0.28 mglkg 0.070. .1 Copper..89.5 rngfkq :0;,35 1 05/r14/l*4-124'5,:O5/1tfl4..1.7,� -�"I'�': ':-, Lead:-... 10A mg/kg -1- 1 f �05/141-41i:46:06� .31- MotyWWUrn 2.3 mg/kg 0,35 I 0511411412i45..'*05115/141.7*31.-;7439-9§7�;",:�-.*,�:,;��.,...,. Nld(el 6.0, mg/Kg 0735. ...I 1.4 mg/kg .0 .05/1411412:45,,-.05/1*!5/�14�',,I-.7--.3�.I.�:-*,.�.7.7�.I $44 Zin"- 486 mg/kg 0e70 4/14:t 45 0 151 417;31.�,7444046§ 1 5 - - � .- i , ., Q51.1 �2 Q 7471 Me 9q. Analytical -Method: EPA-7471 -.Prep.pr*Q'n'MOO)6d::EPA*,7471 Mercury, 0.17 mglkg -,05113/14 .18!40,-r 051161442JAf. -4997 Perq'e*-Moisture Analytical Method: ASTM:D297"7 Pe nf-Molakft - 28 .9% :1 Analytical Method: SM:254OG Tbta(� . 71.1 % 0.0Q0010. v 05113/14, .1 Data: ON16/2014-04.47 PM REPORT OF LABOFfORY ANALYSIS This report shall not be reduced, except in full, without the written consent of Analyt ical services, inc.. Pagp:'40.11 ce�4nal�tical W#Wp8wkb&oqm ANALYTICAL RESULTS Project: JUNE FECAL Pace Project No.: 92204514 Pace Analytical Servlaes, Inc. 9800 Knddy:AVB:'.Suite 1:00 Huntersville, NC 28078 .: (704)87,r9092 Sample: JUNE FECAL SAMPLING Lab ID: 92204514001 Collected: 06/09/14 08:34 Received: 06/09/1415:00 Matrix: Solid Results mporteal on a "wet -weight" basis Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual 601.9 MET IEP- .- Artatytical Method: EPA.60,1 U:- Prep.oration:Meth0o:• EPA:3050 AluRiirrutn: 6170 mg/kg - 6A 1 06/13/•14 ;15:50 06/16`/14°:1;7 06:,;74. 9=9U Arsenic ND mg/kg 064 1. 0611.3/14;15:50 06/16/4.4':17:ip6.::7k,Q8= Cadmium: .. Calcitarit ' 0.35 mg/kg 7390 mg ft . 0:064 641 1:' 10 06/1.3/14::16 5Q:; :06/A.6/1417.06_ .1, ., Oli/13/1415 q0 .06(17/1415 07 ' 74dq,742 Coppei :: 116--mglkg 0:32 .. '1 .06/1.3/.14>1:5 51h; 0611:6/14>17 OGr;74{i 4 Leatl 125 �g , 092. 1•.:.:Q6/13/14`�550:.`.06]:711:9::1451:;:7.'A Magnesium 1140 m g/k9. 6.4 1. 06/1371`4,15 50; p6/1.6/9A 1:7 06{ 743Jr 5=4'; Moytdartum.- 2.7 mg/kg 0.32 1 Nickel+ 6.7 mg/kg 0.32 1 -.0¢/13/14-15:50:,,.g6(.1.6/14' 1:7 06:i.`74,4:q i1Z:Q: Potassium:. 1620 mg/kg '321 1 • '06113/1.4`,3:5s50;;06L16l14' 1Z 06:: SBieriium.. 0:91 mg/kg 0:64 1` 66/13/1415:50'.Of/161_1 Ofi : '024- Sodigm; 535 mg/kg, 321 1 .: .:06113/14 Zinc. 600 mg/kg 0.64 1 :06/1$/141.155Q 06/16/1:4':1:7.D6:7440f&1 74�:1:Meccury" AnayticahMethod: EPA-747V Preparatiori-Method>EPA:7471 Mercury'•;: - 0.19 mg/kg. 00088 2 06(10/14'1930; :;06I1111416:05 ;;74.39'=OZ ", ,;;':µ: `;`; .•;c Pent le)rtMoisture: Analytical Method: ASTM'D2974?87 Peroent.Moisture 26.3 % 0.10 1 05/16114105. ,. 2540G;TQtalPenisntSolidls. Analytical Method: SM 2540E TQtal`SGfids::. 73.7. °,6 Ot000010:::..1 9Q46gHSoii° . Analytical Method::EPA9045 . pH* 2¢ Degrees G 7.3 Std: Units 0:10 . 1 06110/.14":1:7;15:.:: Rlari$ AY ila4:."itnogen Analytical Method: 40CFR RART.4.32.2 P113 t enable -'Nitrogen- 5990 mg/kg. 1:0 1 .. .:06/23/.14.08:4$'':.'..:.:"::; TQtel_Nitrogiait Calculation Ana lytical 'Method-, 40GFR:PART.;432,2. Nitrogen. 168Qp. mg/l(g 40:0 .: 'T Ot;/23[14:064.5 `7 7+3fi 3501,Amgionia; Ana"cal-Method: EPA 350A N.itPog6riAmmonia " 4680 mg/kg. 51.0 - 5 0tiY.1%14.17:34:768411=7::-?,1;1'"''% °> 351 ZTotala(j"hl,Wltr gen. Analytical:Method: EPA. 2 Nt66gen;'lyL4dahl; T6tal 16800 mg/kg 714 10 00/11/1410;*6 ''77271:374- ' f6!`'"` 353.2'NIbogen, N021NO3 Analytical Method: EPA353.2 Nitrogen, Nitrate 10.5 mg/kg 2.0 1 06/1711417:33 Nitrogen, Nitrite ND mg/kg 1.0 1 06/17/1417:33 Nitrogen, NO2 plus NO3 10.5 mg/kg 2.0 1 06/17/1417:33 REPORT OF LABORAT-RY ANALYSIS. " This report shall not be reprgdu*, except in full, '. Date: 06/23/2014 00 48 AM without the written consent of. Pace cal Services, Inc.. MPIYO Page 4 1 00 Wca tnvacpaoelabaosm ANALYTICAL RESULTS Project: JUNE FECAL Pace Project No.: 92204514 Pace Analytical,8erylces, Inc. 9000 KnceyAve: Suite`100 Huntersville, NC 28078 (704)875-90.92 Sample: JUNE FECAL SAMPLING Lab ID: 92204514001 Collected: W109/14 08:34 Received: 00109/1415:00 Matrix: Solid Results reported on a "wet weight' basis Parameters Results Units Report Limit OF Prepared Analyzed CAS No., Qual 3851��Jt� Ahoiue,-Total .Analytical Method: EPA365:1 Phosphorus 4300 mglkg 16.7 25 08/16/14`14:32:.772314=0 Date: 06/23/2014 08:48 AM REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc.. Page 5 of ^A'e ice wwxZpaC*b&= ANALYTICAL RESULTS Project: COMOOSIT METALS JULY . Pace Project No.: 92209343 Pace Analyttcal.SQrvices, Inc.:. 8800 IOnceyAve..:Suitar 100' Huntersville, NO 28078 (7f14)875-8092 Sample: COMPOST METALS Lab ID: 92209343001 Collected: 07/15/14 08:56 Received: 07/15/1416:15 Matrix: Solid Resrrits reported on a 'wet weight' basis Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual �....� r -e-. + ...... -+±r -- 6010`MET:ICP Analytical Method: EPA6010:,,Preparation;Method: EPA.3050 Aluminum 7480 mg/kg 9;8- 1 . 07/16/.14:.185Q:.07/17/14:..181D4=;7490=5°`' Arsenic 1.0 mg/kg :t1:98 T 07/16%141$ 50. 07/17/1418 04 744i8a Ctidmium 0.37 mg/kg 0:098: 1 " ' 07/11i1141t3 50, 07/1711418 04 7440 43 9 r Calcium 8780 mglkg 9;8' 1 07116/:14°18r5U.,07/tT114:1;8:A4-::74j4;Q2<c'`r->?'' Copper 139 mgfkg '0.4.9 1 '.0,7/16/1:418 50::07/171.14:1$ 04.; 74 Fp q Lead .. 14.1 mg/kg Magnesium. 1210 mg/kg 9:8 .1 ; • •07/16/1418 5U 07/17/1418 04 :7439 95', Molyfidenum 2.8 mglkg 0:49...1 07/16L14'1.$.5.9;`.07L1.7/:14<1804,.=9 9t Nickel ' 6.7 mglk 9 0.49�- :1, .07116/14:18 5p ':;07/,17/1.4 9.8 04;:'744 ,..... Potassium ° 1750 mglkg 490 1 . :07/16114._1850:,:.0.7f77114,1`804.:7449-, , Seleitiium 7.1 m g/kg 0:98' 1 Sodium 585 mglkg 490. -1 0711G/t4';1:8'50" ;..0 I17/,14 :1.8 04: 7, 4, Zinc, 723 _mglkg 0:9$ 1.: .-07/161-.141$:50":07/1;7/141.8iO4 7471 Mercu y. Analytical Method: EPA•7471 Preparation%MetFiod "'EPA:747.1 Mercury 0.33 mg/kg o0 IB -10 07/19/14 15:00..:07/ZZ/9:4;;15:4q::743.8<g7 � - `. • ;; . �_. P:etcentHhisture .Analytical.Method:ASTM:D2974187 Y 07/1.76141.4:21: PercentMoisture 16.1 % :0A0 1 2540G;Totat:R rgent-Solids Analytical Method: SM 2540G Total:Solids 83.9 % 0.000010 1 0.7/1,7/14'=09 26., Date: 071=014 04:19 PM RIrPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc.. Pace Analytical.Servicee; Inc, 9800KInceyAve: SU1te1.0.0lcei!�!Cd H.Untersville�NG:28078 ' :(70a)875-9Q92 ANALYTICAL RESULTS Project: HICKORY, VEOLIA WATER Pace Project No.: 92212802 Sample: VEOUA NITRATE, METALS Lab ID: 92212802002 Collected: 08/11/14 08:10 Received: 68/1111413:34 Matrix: Solid ResuUs reported on a 'wet weight" basis Parameters Results Units Report Limit DF Prepared Analyzed CAS No.. Qual 6010 MET ICP Analytical Method: EPA 6010 Preparation Method: EPA 3050 Aluminum 11100 mglkg 89.3 10 08112/1416:45 .08115/1416:54 7429-8 -5 Arsenic ND mglkg 0,89 .1 0811211410.45 08/14/14 22:33 74400.38-2 . Cadmium 0.38 mg/kg 0.089 1 08112/1416:45 06/14/14 22:3.3 7440-43-9 Calcium 6400 mg/kg 8.9 1 08/12/14 16:45 08/14/14 22:33 744.0-79-2 Copper 133 mg/kg 0.45 1 08/1211416:45 08/14/14 22:33 7440-50-8 Lead 11.8 mg/kg 0.45 1 08/12/1416:45 08/14/14 22:33 7439.92A Magnesium 1130 mg/kg 8.9 1 08/12/1416:45 08/14/14 22:33 7439-85-4 Molybdenum 2.6 mg/kg 0.45 1 08/1211416:45 08/14/14 22:33 7439�9117 Nickel 6.6 mg/kg 0.45 1 08112/1416:45 08/14/14 22.33 7440-Q2-Q Potassium 1690 mg/kg 446 1 08/12/1416,45 08/14/14 22:33 7440.09=7 Selenium 1.9 mg/kg 0.89 1 08/12/1416:45 08/14/14 22:33 7782.4 .2 Sodium 532 mg/kg 446 1 08/12/14 16,45 08/14/14 22:33 744023r5 Zinc 667 mg/kg 0.89 1 08/1.2/14 16:45 08/14/14 22:33 7440-66-6 7471 Mercury Analytical Method, EPA 7471 Preparation Method: EPA 7471 Mercury 0.42 mg/kg 0.035 10 08/12/1416:30 08/19/14 19:12 7439+97.6 Percent Moisture Analytical Method: ASTM D2974-87 Percent Moisture 36.5 % 0.10 1 08/19/1414:15 25400 Total Percent Solids Analytical Method: SM 254OG Total Solids 63.5 % 0.000010 1 08/19/1410:03 9045 pH Soil Analytical Method: EPA 9045 pH at 25 Degrees C 8.1 Sid. Units 0.10 1 08/13/1412:68 Plant Available Nitrogen Analytical Method: SM 2710B Plant Available Nitrogen 8370 mg/kg 0.12 1 08/28/14 17:31 N2 •`' , Total Nitrogen Calculation Analytical Method: TKN+NO3+NO2 Calculation Nitrogen 22900 mg/kg 40.0 1 08/26/14 16:31 7727-37.9 351.2 Total Kjel4ahl Nitrogen Analytical Method: EPA $51.2 Nitrogen, Kjeldahl, Total 22900 mg/kg 1250 25 08126/1413:47 7727-37-9 353.2 Nitrogen, NO2IN03 Analytical Method: EPA353.2 Nitrogen, Nitrate 8.0 mg/kg 2.0 1 08/15/14 22.40 Nitrogen, Nitrite ND mg/kg 1.0 1 08/16/14 22:40 Nitrogen, NO2 plus NO3 8.0 mg/kg 2.0 1 09/15/14 22.40 365.1 Phosphorus, Total Analytical Method: EPA365.1 Phosphorus 6320 mg/kg 303 100 09/0911410:11 772.3-14-0 REPORT OF LA13QRATORY ANALYSIS . This report shall not be reproduced, except In full, Date: 09/09/2014 03:15 PM without the mitten consent of Paw Analytical Services, Inc.. Page;5:.of ce��atytical w+vw.pscafabscan r ANALYTICAL RESULTS Project: HICKORY, VEOLIA WATER Pace Project No.: 92212802 Pace Analytical Scnrices,,lnc. 9800 Kince¢AVe..-Suite 1110 Huntersville, NO. 28070 . Sample: VEOLIA FECAL Lab ID: 92212802001 Collected: 08/11/14 08:10 Received: 08/11/14 13:34 Matrix: Solid Results reported on a 'wet -weight' basis Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual 360.1 Ammonia Analytical Method: EPA 350.1 Nitrogen, Ammonia 7460 mg/kg 100 10 08/28/1416:13 7664-41-7 M6 Bate: 09/09/2014 03:15 PM REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc.. ,�acceAnaljdical" www.pacelabs.com ANALYTICAL RESULTS Project: Compost Metals Sept Pace Project No.: 92216459 Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Sample: Compost Lab ID: 92216459001 Collected: 09/08/14 13:30 Results reported on a "wet -weight" basis Parameters Results Units Report Limit DF Received: 09/08/14 17:10 Matrix: Solid Prepared Analyzed CAS No. Qual 6010 MET ICP Analytical Method: EPA 6010 Preparation Method: EPA 3050 Arsenic ND mg/kg 0.82 1 09/10/14 16:45 09/12/14 21:05 7440-38-2 Cadmium .0.50 mg/kg 0.082 1 09/10/14 16:45 09/12/14 21:05 7440-43-9 Copper 153 mg/kg 0.41 1 09/10/14 16:45 09/12/14 21:05 7440-50-8 Lead 13.4 mg/kg 0.41 1 09/10/14 16:45 09/12/14 21:05 7439-92-1 Molybdenum 2.6 mg/kg 0.41 1 09/10/14 16:45 09/12/14 21:05 7439-98-7 Nickel 7.4 mg/kg 0.41 1 09/10/14 16:45 09/12/14 21:05 7440-02-0 Selenium 0.88 mg/kg 0.82 1 09/10/14 16:45 09/12/14 21:05 7782-49-2 Zinc 744 mg/kg 0.82 1 09/10/14 16:45 09/12/14 21:05 7440-66-6 7471 Mercury Analytical Method: EPA 7471 Preparation Method: EPA 7471 Mercury 0.24 mg/kg 0.041 10 09111/1417:05 09/12/14 16:37 7439-97-6 Percent Moisture Analytical Method: ASTM D2974-87 Percent Moisture 47.2 % 0.10 1 09/15/14 13:12 254OG Total Percent Solids Analytical Method: SM 254OG Total Solids 52.8 % 0.000010 1 09/15/14 09:06 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 09/16/2014 03:42 PM without the written consent of Pace Analytical Services, Inc.. Page 4 of 11 Pace Ana",cpl $ervic9s,.Inc. R800 lqncey Ave; $Uite' 100 . . . . . . CeAWical HuntervVille, NC 28078 WWvKpWWftG0M (704)876-9092. ANALYTICAL. RESULTS Project: October Fecal TCLP Pace Project No.: 92220380 Sample: Solids and Moisture Lab ID: 92220380001 Collected: 10/06/14 09:40 Received: 10/01/1415:35 Matrix.. Solid Results reported on a "wet -weight" basis Parameters Results Units Report Limit -DF Prepared Analyzed CAS No. Qual 251.0 1: _Rrco.".t:$*Ilds Analytical Method:,SMI49G T ot6l" :Solids 63;2 % :0.,.00.0.010.: 1• .1 -11.0114 41': '01. '09: Pet Wre Analytical Method: AST-MID297"7 PerberitWo"Isture- 36.8 % 0.'1,0:" 1 Analytical . Method: EPA10145;* PH:a 6.3 Std. Units -0/0 4�-. 5��l*-'.11-'.-l".,--"4".;�',,'.',,'*'.*..-.' .1 91-1+. Pla"Vol"NitM.en Ana"cal. Method:.SM 27-108: - Plard-Ambil Nitmen 7470. mg/kg 0'.12 1 -10/23114, 0835 35d.1'ArmnQr0a Analytical Method: EPA350.1 Niteiigen,`ammonia 3100 mglkg .56;0 5- 0/13/"1.4-.2*228':,76,%4117,, 351.2'MotK1901dahill Niftwen Ana"cal-Method: EPA'351-.2 N" . , hi-...Ne .1daill Total 22800 mg/kg AQ50- '7 10114114 113 ,111-t.3 353; jNitrQgeq;.NO2fNO3 Ana"cal.Method: EPA3.53.2. N"an, N11trate 2.5 mg/kg 2.0 1- Nltrogen,Nlbit6 3.8. mglkg 04 1 z62;6'; 1.011 N"ihi2N'02;pl.us NO3 6.3 mg/kg .2-.0 -1 40/16/14.02Z3, 365A-Fh0%phqnwTotal Analytical. Method:. EPA 3651 - Pho-tOhotuA 7580 mgfkg -4.9114114'.1 Date; 10/2412014 01.43 PM REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except In full, Without the written consent of?pcaAnaWcaI Services, Inc.. kqlXical wwwPac"Loam ANALYTICAL RR LTS Project: October Fecal TCLP Pace Project No.: 92220380 Pace Ann cal Services, Inc. 980()KnceyAve.-:.Sqlte100 Huntersvilie, NC 20078 (704)075=9092 Sample: Metals Lab ID: 92220380002 Collected: 1010611409:40 Received: 10/07114 15: 6 Matrix: Solid Results reported on a "wet weigh" basis Parameters Results Units Report'l-imit DF Prepared Analyzed CAS No. Qual . . . . . . . . . . . . . 77— 6010r.-*METACP Analytical -Method: EPA 6010, P ohNath &,--EPA-3050. 7. Aluminum 7080 mg/kg 0A -1 10/08/141636'.110/­09Zi4:04.36�'-..�74?�,94� Arsenic.. ND mg1kg U1 1. 1*0/00114,14-04*74M,81- Cadmium 0.31 mg/kg :1 -1.0/0811-410:86'Aq 93, C61durn- 10700 mg/kg 9619- 10. Copper 116 mglkg 0.45 1 :1*01.08/14.�IE;.�-�t,*.�,10/�0.`9/14.'.04:3�5�,,'.�7440:-r ti�, 9.1 mglkg -.0;45'- I Md rmium 989 mg1kg 91 A :1010 99114-:04.635 Mowehum - - 1.7 mgtkg Nickel 5.2 mg/kg OAS 1 110108/141635: /I Potassium 1020 mg/kg 46.5 1 10108/14-1 Selenium:- ND mg/kg -1010 f-14-,04-'W:J,.7,6 86did M" ND mg/kg 455 1 - ­ , - 15 ,0 6 -10/d8/--14-.1**,:, -1*0?.,,,/-1.4*.04-. 46.- Zinc 570 mglkg 1 ..0 .-:'14-40 10108Z14A6,*36*: 0-, [14,04-3.5�:,7-4 'A 4 vo 7471: wircury Analytical Method: EPA 7471 Pre ar*.n:Mbthq0:,EPA.7471 p Mercury. 0.23 mgfkg I0.,02f -.5 A Date: 10/24t20.14 01-43 PM. REPORT OF LABORAT-,.G$Y ANALYSIS This reW shall not be reproduced, except in full, without the written consent of Pace Ana"cgl -Services, Inc.. ceAnal�ical xmwcpacela $L=n 1 ANALYTICAL RESULTS Project: COMPOSITE METALS SEPT Pace Project No.: 92224892 Pace Analytical Services, Inc. 9800 lGncey Ave: Suite 100 Huntersyille,.NC 28078 (/04)875-9092 Sample: COMPOSITE Lab ID: 92224892001 Collected: 11/10/14 09:25 Received: 11/10/1415:15 Matrix: "Solid T Resu is reported on a "wet-weight"basis Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual 6010::ME1i1CP Analytical•Method: EPA60.10. Preparation -Method: EPA:3050 Arsenic ND mg/kg .0.8.8. 1 11-112/14.16 40': 11/13f.14 Cadmium:. 0.31 mg/kg 0;088 1 1111?114;16:40 .11/13L7:4:07:.13::_:7440 q3=;;`;`r'' ;'i? Copper. 135 mg/l�q 0,44 .„ 1 ..11112/14=.1:6'.40; :11/1;3/14 0713 ,; 744.Q=50 •" ..; , -,;' ; Lead 9.4 mg/kg .. 0:44 :1: ..._. 1.1/12/.1416:40 ;:1:1/-1:3/14::07 F33.. T .4 Molybdenum 2.6 mg/kg 0.44' 1 1:1712E14:1 40°.11(1.3/1.4.O7s13,....?439.98.:7., . ..:.. .:..::..: Nickel•. ` 7.5 mg/kg -0;44 . 1 1.1/12/:1:4:.16s4U..:g11131,14;07:13, M. Ab 0P<Q<✓ n ;'" ' => Selenium 2:0 mg/kg 0.88 1 1:1/12/14:1.6.4o::11/13114::07s.13:.7782:�#�-2j Zinc 583 mg/kg 0:88 1 1:1/12/14 16:40, :11/13/1.4;:07;13: 7A4Ufi8x6 `; 7471,1101ercury Analytical Method: EPA747:1 Pn:paratioh:Method:;EPA.7471.. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 11/171201410:p6 AM without the written consent of Pace Analytical Services, Inc.. g L10 V eBed ••0ul 'SGDIAieS 180PA eUV Wed 10;uesuoo Uoujim e43 an04uM Wd LO t+0 bLOZl6 L21 a;e� 'lln; ul id-xa'pwnpoid6ray 1ou lle4s uod u s141 SISAIVNV A?101V808V'I 401aOdBU ZO4Z tIUM/ 4 L O'Z BXIBw ON CON snld ZON'UsBO41N ZO:LZbL/9WZL L 03 BMUBw ON GWMN'UGSO4IN ZO4Z IL/9 VU L 07 60w ON s;aq!N 'ueBo 4!N Z'£9£tid3=Po4;eW leogAleUV SONIZON'uaOMN Z'£S£ 6-1£-LZLL Z0:9L 1WUM 9 Me BOW 00£1 'Ie101'148Pl8fjl'uaBO4N Z39£Vd3=Po41eW 180.08W uQ"N MOWN 1e301 939£ L-Lb-ti99L Z£:9Lt,L/4L/ZL 9 0'09 Bxfflw om eluowwy'uaBoglN L'09£Vd3 :Po4;aW leo!AIgW eluowwd L'0s£ 6-L£-LZLL M9L 1L/6L/U L 0'01 6mfflw 00£b UGBo41N uogelnolao ZON+£ON+NN1:PO4;8W [BOMlgW uORVInale0 UG"N P401 ZN 99:9L K/6L2L L ZL'O Bxfflw OOs4 u0604N GIP118Atl;uBld SOM MIS :PO4;eW IB0.0ouV u6SOJ31N elgelleAV Weld 9V9L 1L/1L/Z4 L OL'0 s0ua 'ms L'9 0 9801690 9Z Is Hd 9106 Vd3 :Po4;eW ImAAIBW (I0S Hd S106 £LA1L WL UM L OL'0 % 9'9£ ain;sloW;uewed L9-1L6Za W1Sd:Po4;eW PoMiBuv a ploW;uawad L1:601L/WU L OL000010 % Z'L9 SP!10S 1140L J019Z WS :po44eW h!UIIeW sPIIOS 3ueaied IW01 J01SZ . 9-L6-6£1L £VLL 1MWU 09=£L 1LAVU L 9£00'0 Bxfflw 1L0.0 � I tinoieW LL11dd3 :pot;eW uopajodeJd LL11dd3 :PO4;aW IMOIBW tinoieW 4111 9-99=0111 9P901L/UM OVLL bL/42L L L610 Bxfflw SLZ oulZ 5-£Z=OW 9V9014MM OLUL VWWZL L 991 B*tw ON wnlpoS Z�6tYZ91L 9v901 /u/ZL OLUL 1VWU L WO BOW ON wnlualeS L-60.0111 9V90 ft/U/ZL OVLL tpVW L L 90 BNAW 69 wnlsse;od 0-90-0111 9V90 ft/WU OVLL 14/4/ L L 9110 BM/6w L'£ lallo!N L-96-6£1L W90 WL UM OLUL 1LAML L 9110 Bx16w n wnuepgApyy, t16-60L 9V90•WL U/ZL OVLL VMML L L'6 BXfflw 661 wnlssuBeW L46-6DL 9VQ01 /ZI/ZL OLUL 1 AVU L 9110 BOW £'b peel 9=09-0111 9L90 i+L UM MUL 1L/LL2L L 9110 BXMw VL9 ieddoO ZLbL'0IW 9V90 KMM OVLL 1L/LL2L L L'6 B)AW 0S99 wnplao 6-£"W 9V90 VWUM OL-1L 1 AVU L WWO N/Bw LL'0 wnlwpe0 Z-9£-00L 9V90 bLIUM MUL 1L/LL2L L WO BXMw ON oluosiy 9-06=6Z1L 9V901L UM MUL 17MML L L'6 B)AW 0B4Z wnulwnry 0908W3 :potgejy UoUsisdald 0W9Vd3 :Po448IlV 183PAIBUV —� d0113W OL09 lent) 'ON Sba pszAIBW peledeJd da 11w1-1 podoU sl!ua s;lnsa8 sre;aweJgd s;seq .;q*&A*-;ems a uo pepodar snnsea P!IoS n a4eW 19:1L 1L/OL/ZL :p9A!eo9U 91-901L/04lZL :P913e1103 Z009S06ZZZ6 :al qe"I dW00 :eldweg Stir> °ivamm v Z666-9L9ib6A 94099-6tVAII!A91e1unH - 004eling �6nVAdou010096 9906ZZZ6 :'ON IDaf0ud aced NBIVMVI-103AAHONOIH 408101d uaosgspoddsn� . •aul•'se�ltias•I�iluileW ened V���Vir[1 ANALYTICAL RESULTS Project: HICKORY VEOLIA WATER Pace Project No.: 92229058 Pace Analy"cal Services, Inc. 9800 KinoeyAve. Suite 100 Huntersville, NC.28,078 (70 . )075-0092 Sample: COMP Lab ID: 92229058002 Collected: 12/10/14 08:48 Received: 12110/1414:54 Matrix: Solid Results reported on a "wet -weight' basis Parameters Results Units Report Limit DF Prepared Analyzed CAS No, Qual 305.1 Phosphorus, Total Analytical Method: EPA 365.1 Phosphorus 3040 mg/kg - 90.9 50 12/13/1415:22 7723-14-0 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except In full, Date:.12/19/2014 04:01 PM without the written consent of Pace Analytical, Services, Inc.. Page-5: of 18 VEOLIA WATER NORTH AMERICA OPERATING SERVICES REGIONAL COMPOST FACILITY, HICKORY NC Plant Available Nitrogen By Calculation & pH 9nad Date 1/23/2014 2/10/2014 3/10/2014 4/14/2014 5/12/2014 6/9/2014 7/15/2014 8/11/2014 9/8/2014 10/7/2014 11/10/2014 12/10/2014 TKN 18,600 12,800 16,800 22,900 22,800 4,300 Ammonia Nitrogen 2,160 862. 4,680 7,460 3,100 1,170 Nitrate -Nitrite -Nitrogen 18.30 2.00 10.50 8.00 6.30 2.00 PAN In House Calculation 2,742 1,627 3,563 5,282 3,526 900 Lab Results (See Below Calculations) 6,030 3,840 5,990 8,370 7,470 1,500 Plant Available Nitrogen Formula: In House Calculation For surface appliction PAN =[MR * (TKN - NH3-N)] + [0.5 * (NH3-N)] + [NO3-NO2-N] For sub -surface appliation PAN =[MR * (TKN - NH3-N)] + [0.5 * (NH3-N)] + [NO3-NO2-N] Where MR = mineralization rate (typically 0.1 for composted residuals) TKN = total kjeldahl nitrogen NH3-N ammonia -nitrogen NO3-NO2-N = nitrate -nitrite -nitrogen rF, Plant Available Nitrogen Formula: Lab Calculation Calc. Factor Treatment Process: 0.4 Unstabilized primary and waste activated sludges 0.3 Alkaline stabilized 0.3 Aerobically digested (use this as the default number if no info available) 0.2 Anaerobically digested 0.1 Composted Application method: 0.5 Surface spreading (use this as the default number if no info available) 0.75 Surface spreading followed by incorporation 1 Subsurface injection Sample Treat Process App. Method TKN Nitrates Ammonia PAN Numhor r .Ic P-4- r .1, nnm 2/10/2014 0.31 0.6 18,600 18.3 2,160 6,030 4/14/2014 0.31 0.5 12,800 2.0 862 4.014 6/9/2014 0.3 0.5 16,800 10.5 4,660 5,987 8/11/2014 0.3 0.5 22,900 8.0 7,460 8,370 10/7/2014 0.3 0.5 22,800 6.3 3,100 7,466 12/10/2014 0.3 0.5 4,300 2.0 1170 1,526 PAN = (Treatment Process factor * (TKN-NH3)) + (Application Method factor * NH3) + Nitrates Record nH 2O14 Actual Lab Results 6,030 3,840 5,990 8,370 7,470 1.500 Date 1 1/30/2014 2/28/2014 3/31/2014 4/29/2014 5/29/2014 6/27/2014 7/21/2014 8/27/2014 9/25/2014 10/30/2014 11/24/2014 12/23/2014 H 7.95 1 8.17 8.16 1 7.81 1 7.59 7.44 7.26 1 7.47 7.61 6.68 7.60 7.78 H 7.97 1 8.19 8.49 1 7.83 1 7.61 7.46 7.23 1 7.48 7.64 1 6.69 7.62 7.81 STATE OF NORTH CAROLINA DEPARTMENT OF THE ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER RESOURCES LABORATORY CERTIFICATION PROGRAM In accordance with the provisions of N.C.G.S. 143-215.3 (a) (1), 143-215.3 (a)(10) and NCAC 2H.0800: 2014 HICKORY REGIONAL COMPOST FACILITY Is hereby certified to perform environmental analysis as listed on Attachment 1 and report monitoring data to DWR for compliance with NPDES effluent, surface water, groundwater, and pretreatment regulations. By reference 15A NCAC 2H .0800 is made a part of this certificate. This certificate does not guarantee validity of data generated. but indicates the methodology, equipment, quality control procedures, records, and proficiency of the laboratory have been examined and found to be acceptable. This certificate shall be valid until December 31, 2014 Certificate No. 5466 • ' J. Ksnt Wig EXHIBIT 4 REGIONAL COMPOST FACILITY HICKORY, NORTH CAROLINA 2014 TCLP Lab Sheets Pace Analytical Services, Inc. . CeAnalytiCal ® 98001GnceyAve. Suite 100 Huntersville, NC 28078 wwwpacelabs.com (704)875-9092 ANALYTICAL RESULTS Project: October Fecal TCLP Pace Project No.: 92220380 Sample: Full TCLP Lab ID: 92220380004 Collected: 10/06/14 09:40 Received: 10/07/1415:35 Matrix: Solid Results reported on a "wet -weight" basis Comments: - Insufficient sample received from client to perform the analysis per EPA method requirements for TCLP. Parameters Results Units Report Limit. DF Prepared. Analyzed . .: rGAS;NO._A, 8081:GCS Pesticides, TCLP Analytical Method: EPA 8081 : Pre parationi Method: EPA 3510. Leachate Method/Date: EPA 1311;10/20/14.,13:36 gamma-BHC (Lindane) ND ug/L ,',;;2,5 5 .10/2111.4 11:30: -10121/14,14:25-:58-89=9 . Chlordane (Technical) ND ug/L 15.0 5 10/21/14.11:30 10/21'/1414:25. 57-74;9.-,..:::. .:✓ ,.. Endrin ND ug/L 2.5 5 10/2111411:30• .10/21/1414:25-;72-20=8:.., Heptachlor epoxide ND ug/L 25 .. 5 10/21/ 411:30_` .10/21614:14:25:`=1024 5Z=3; '; :,.;.;;•;,:; Methoxychlor ND ug/L 5000 5 10/21/14 ,11:30 •-1.0/2111.,414:25 = 72 43. 5:: Toxaphehe ND ug/L 15.0 5 .10/21114'.11:30 10/211141.4:25 '8001=35=2 ' ; x - •:, Surrogates Decachlorobiphenyl IS) 0 % 10A38 ,; -5 . •10/21114:11:30 .1.0/21114s14.25. 2051.=24LI: -,. Tetrachloro-m-xylene (S) 0 % 10A10 5 10/21/14.11:30. 10/21/14:14i25.:-87Z-09=8':-`,.'' ,:.• 8151 Chlorinate Herbicide-TCLP Analytical Method: EPA 8151 Preparation Method: EPA :3510 2,4-D ND mg/L 0.010 1 10/.14/14,07:45 2,4,5-TP (Silvex) ND mg/L 0.010 1 .10/1411407:45 .1.0/1.5/14.00:27 Surrogates 2,4-DCAA (S) 102 % 42-142. .1 10%14/14:07:45 1p115/14 00:27;:19.719...-28=9?: 6010 MET ICP, TCLP Analytical Method: EPA 6010 Preparation Method::EPA:3010 Leachate Method/Date: EPA 1311; 10/21/14 18:45 Arsenic ND mg/L 0.050 1 10/22/14 14:45 -.10/22/14-20:44 '.:7440=38-2" Barium 0.32 mg/L 0.25 1 10/22/14 14:45,, 10/22/14'20:44 744}0=%39 3:.. Cadmium ND mg/L 0.0050 1 10122/1414:45--1,0/22/14 20:44, .Z440 43=9 :'.•:; .; - ,,.;': Chromium 0.043 mg/L .0.025 1 10/22/1414`.45.10/2?Ji4 20:44 . Z44047=3 Lead 0.033 mg/L 0:025 1 10/22/1414:45 :10/22/14;20:44 �7439=92=1 , ``,:.:`r = :• Selenium ND mg/L 0.10 1 10/22/% 4:45 .10/22114 20:44: "7782 9 2:.-' .:` Silver 0.036 mg/L 0.025 1 10/22/14 14:45 -10/22/14:20:44 ,7440;-22 4: _ 7470 Mercury, TCLP Analytical Method: EPA 7470 Preparation Method:•EPA747,0 Leachate Method/Date: EPA 1311;.10/?1114-18:45 Mercury 0.76 ug/L 0.20 1 1.0/22/14"15:00::40/22/141 8270. MSSV TCLP Sep Funnel Analytical Method: EPA 8270 - Preparation Method:: EPA3510 Leachate Method/Date:.EPA 1311; 10/20/1413:35 1,4-Dichlorobenzene ND ug/L 50.0 1 . 10121/14.09:30 10/21114-14:43.: 2,4-Dinitrotoluene ND ug/L 50.0 1 10/21714.09:30= 10/21%14.14:43, .121.`-142:-!;-.•.` Hexachloro-1,3-butadiene ND ug/L 50.,0, 1 10/21/14 09:30:...10/21/14,14.43: 87=684' Hexachlorobenzene ND ug/L 50.01, 1 10/21/14-09:30 10/21/14:14:43 118441 " • =< - ` ` Hexachloroethane ND ug/L 50.0 1 10/21/14 09:30 10/21/14 14:43 67-72-1 2-Methylphenol(o-Cresol) ND ug/L 50.0 1 10/21/14 09:30 10/21/14 14:43 95-48-7 3&4-Methylphenol(m&p Cresol) ND ug/L 60.0 1 10/21/14 09:30 10/21/14 14:43 Nitrobenzene ND ug/L 50.0 1 10/21/14 09:30 10/21/14 14:43 98-95-3 Pentachiorophenol ND ug/L 100 1 10/21/14 09:30 10/21/14 14:43 87-86-5 Pyridine ND ug/L 50.0 1 10/21/14 09:30 10/21/14 14:43 110-86-1 2,4,5-Tdchlorophenol ND ug/L 50.0 1 10/21/14 09:30 10/21/14 14:43 95-95-4 . 2,4,6-Tdchlorophenol ND ug/L 50.0 1 10/21/14 09:30 10/21/14 14:43 88-06-2 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 10/24/2014 01:43 PM without the written consent of Pace Analytical Services, Inc.. Page 6 of 33 -ac"Analytical xrorx:pecakftcom ANALYTICAL RESULTS Project: October Fecal TCLP Pace Project No.: ' 92220380 Pace Analytical.Services, Inc. 9800IQnceyAve. Suite 100 Huntersville, NC 28078 (704)875-9092 Sample: Full TCLP Lab ID: 92220380004 Collected: 10/06/14 09:40 Received: 10/07/1415:35 Matrix: Solid Results reported on a 'wet -weight" basis Comments: • Insufficient sample received from client to perform the analysis per EPA method requirements for TCLP. Parameters Results Units Report -Limit DF Prepared. Analyzed CAS No...:, •:;Qual. 8270.MSSV.TCLP Sep Funnel Analytical Method: EPA 8270,: Preparation Method:, EPA-3510 Leachate Method/Date: EPA_1311:;:10/20/14:13:35 Surrogates _...... Nitrobenzene-5 (S) 44 % '. 17-102> 1 . . 10/21/114;99:30 ;10l21714.14:43` .4165.=6f 2-Fluorobiphe lyl (S) 40 % 137-107 1 10/2.1/14'09:30,;:10/211141'4:43: y321 60; Terphenyi d14 (S) 57 % 21`132 . 1 , 10/21/14:09:30- r10/21l14:14:43: °1718 Phenol-d6,(S) 18 %, 10-110 1 '.10/21114-09 30:A.0%21/14.14.43:.-1812i4 2-Fludrophenol.(S) 26 % 10A10' 1 ._ 10/21/1409:30-<10/21114.14`.43l"'.36Z=1'2= 2,4;6-Tribromophenol (S) 54 % 27-108 1 10/21/14,09`30., 10/21/1414:431:118=79= 8260,MSV:TCLP Benzene 2-Butanone (MEI) Carbon tetrachloride Chlorobenzene. Chloroform 1,47Dichlorabenzene j 1,2;b1chloroethane 1,1-Dichloroethene Tetrachloroethene Trichloroethene. Vnyl-chlorlde Surrogates 1,2-b'i6 iloroethane-& (S) TolueneA (S), 4-Bromofluorobenzene (S) Analytical Method: EPA8260 1-eachate..Method/Date-:EPA1311; 10h)8/14:15:21 ND ug/L "192 :38:5..' 10/13/14,21606 71;43,-2 ND ug/L 385 ',38:5 ND ug/L 1.92 .38:5 . 10113/14:21 t06 ND ug/L 192 38.5 10/13/,14,21:06„ 10$=90-7. '<.> ND ug/L 192 . 38.5 . 10113/1421'06 67-t6=3' ND ug/L .192 38.5 10/13/14 21:06 ND ug/L 1920 38.5 10/13/14 21'06 107=062 ND ug/L 192 38.5 16/13/14 21:06-15735 4;.' ND ug/L 192. 38.5 ND ug/L 192, 38.5'.. 10113114.21:O6i;70=Q,1 ND ug/L 192 38:5 10/13/1421:06:.75=0.1=4;`:.> 118 % .70-130 •, 38.5 10113/14:211:06 101 % 67-135 38:5 : • ..10113/14 21,Wl- 2037- 9-, 97 % 70-130 38;5 10/13114-21;06 460=00 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 10/24/2014 01:43 PM without thfl yvlittin consent of Pace Analytical Services, Inc.. Page-7 of,33 lceftytical" Wmpecewmaom 1 ANALYTICAL RESULTS Project: October Fecal TCLP Pace Project No.: 92220380 Pace Analytical Services, Inc. 9800lQnceyAve. Suite 100 Huntersville,.NC 28078 (704)875-9092 Sample: ICR Lab ID: 92220380005 Collected: 10/06/14 09:40 Received: 10107/1415:35 Matrix: Solid Results reported on a "wet -weight" basis Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual . T.T. Percent Moisture Analytical Method: ASTM D2974-87 , PercenYMoisture 47.8 % 0.10- 1 10/20/141723 1010•flashpoirrt,Closed Cup Analytical. Method: EPA-1010 Flashpoint >200 deg F 70.0 1 9045_pH Soil Analytical Method:.EPA.9045 pH :at 25 Degrees C 7.7 Std. Units 0.10 1 10113/14.11:30 733C S Reactive Cyanide Analytical Method: SW-846 7.3.3.2 Cyanide, Reactive ND mg/kg 1.0 1 10/,15/.14:21:$4:: 736S Reactive Sulfide Analytical Method: SW-846 7.3.4.2 Sulfide, Reactive ND mg/kg 10:0 1 10/15/1415:00 r` REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 10/24/2014 01.43 PM without the written consent of Pace Analytical Services, Inc.. Page 8 of 33 EXHIBIT 5 REGIONAL COMPOST FACILITY HICKORY, NORTH CAROLINA 2014 Annual Pathogen &Vector Attraction Reduction Forms (PVRF) ANNUAL PATHOGEN AND VECTOR ATTRACTION REDUCTION FORM (503 Rules) Facility Name: Hickory Regional Compost Facility WQ Permit Number: WQ0004563 WWTP Name: NPDES Number: Monitoring Period: From 1/1/2014 To 12/31/2014 Pathogen Reduction (40 CFR 503.32) - Please indicate level achieved and alternative performed: Class A: Alternative 1 ❑ Alternative 2 ❑ Alternative 3 ❑ Alternative 4 ❑ Alternative 5 0 Alternative 6 ❑ If applicable to alternative performed (Class A only) indicate "Process to Further Reduce Pathogens": Compost 0 Heat Drying ❑ Heat Treatment ❑ Thermophilic ❑ Beta Ra ❑ y Gamma Ra ❑ y Pasteurization ❑ �. Class B: Alternative 1 ❑ Alternative 2 ❑ If applicable to alternative performed (Class B only) indicate "Process to Significantly Reduce Pathogens": Lime Stabilization ❑ Air Drying❑ Composting ❑ Aerobic Digestion ❑ esti Anaerobic Di n . 13 0 0 If applicable to alternative performed (Class A or Class B) complete the following monitoring, data: Parameter Allowable Level in Sludge Pathogen Density Number ot Excee- dences I Frequency of Analysis Sample Type, Analytical Tech - ni ue Minimum Geo. Mean Maximum Units Fecal Coliform 2 x 10 to the 6th power per gram of total solids WN CFU 1000 mpn per gram of total solid (dry weight) <26 80.7 MPN/g 0 60 Days omposit M9221 CI Salmonella bacteria (in lieu of fecal cwliform) 3 NWN per 4 grams total solid (dry wei t Vector Attraction Reduction (40 CFR 503.33) - Please indicate option performed: Alt.1 (VS reduction) ❑ Alt. 2 (40-day bench) ❑ Alt. 3 (30-day bench) ❑ Alt. 4 (Spec. 02 uptake) ❑ Alt. 5 (14-Day Aerobic) v❑ Alt. 6 (Alk. Stabilization ❑ Alt 7 (Drying - Stable) ❑ JAIt. 8 (Drying - Unstable) ❑ Alt. 9 (Injection) ❑ Alt. 10 (Incorporation) ❑ No vector attraction reduction alternatives were performed ❑ CERTIFICATION STATEMENT (please check the appropriate statement) "I certify, under penalty of law, that the pathogen requirements in 40 CFR 503.32 and the vector attraction reduction requirement in 40 CFR 503.33 have been met." ❑ "I certify, under penalty of law, that the pathogen requirements in 40 CFR 503.32 and the vector attraction reduction requirement in 40 CFR 503.33 have not been met." (Please note if you check this statement attach an explanation why you have not met one or both of the requirements.) "This determination has been made under my direction and supervision in accordance with the system designed to ensure that qualified personnel properly gather and evaluate the information used to determine that the pathogen and vector attraction reduction requirements have been met. I am aware that there are significant penalties for false certification including fine and imprisonment." Wayne Carroll - Project Manager PreparAer /Name and Title (type or print) Nl�(J 'V O-Z�m� Signature o Preparer* Land Applier Name and Title (if applicable)(type or print) Date Signature of Land Applier (if applicable) Date r *Preparer is defined in 40 CFR Part 503.9(r) and 15A NCAC 2T .1102 (26) DENR FORM PVRF 503 (12/2006) Bi - MONTHLY CERTIFICATION STATEMENTS The Regional Compost Facility is a "Process to Further Reduce Pathogens" (PFRP) system for treatment of and beneficial use of dewatered biosolids. This section states that VWNAOS and the Consortium have utilized Class A Pathogen Reduction using Alternative A5 - PFRP via Composting to display compliance with 40 CFR Part 503.32 (a)(7) and in continuity with 40 CFR Part 503.33(b)(5). Based upon site specific monitoring and operation data of the biosolids VWNAOS submits the following information for the months of January and February 2014 . This shows compliance with Alternative A5 of 40 CFR Part 503.32, 40 CFR Part 503.32(a)(7), and 40 CFR Part 503.33(b)(5). Pathogen Reduction Requirements - Alternative A5 (PFRP) TIME & TEMPERATURE - 40 CFR Part 503.32 Minimum - 55 deg. for 3 consecutive days. Regional Compost Facility - 65.95 deg.0 for 4.67 consecutive days. (Please See Operation Summary Report page 9). PATHOGEN KILL - 40 CFR Part 503.32(a)(7) - Fecal Limit 1000 (MPN/g) . Regional Compost Facility Salmonella - NA Dry Weight Basis. Fecal Coliform Results - <44 MPN/ (Please See Report of Analysis for lab data). CERTIFICATION STATEMENT - `I certify under penalty of law, that the Class A pathogen requirements in 40 CFR Part 503.32(a)(7) have been met. This determination has been made under my direction and supervision in accordance with the system designed to ensure that qualified personnel properly gather and evaluate the information used to determine that the pathogen reduction requirements have been met. I am aware that there are significant penalties for false certification including fine and imprisonment. " Undersigned, ku Wayne rroll Vector Attraction Reduction - Option 5 TIME &-RA"TURE - 40 CFR Part 503.33(b)(5) Minimum - 14 days above 40 deg. C and the average temperature at or above 45 deg. C. Regional Compost Facility - 61.0 deg. C for approximately 32.7 days. (Please see Operation Summary Report, page 8) CERTIFICATION STATEMENT - `I certify under penalty of law, that the Class A Vector Attraction requirements in 40 CFR Part 503.33(b)(5) have been met. This determination has been made under my direction and supervision in accordance with the system designed to ensure that qualified personnel properly gather and evaluate the information used to determine that the vector attraction reduction requirements have been met. I am aware that there are significant penalties for false certification including fine and imprisonment. " Undersigned. Wayne Carroll PFRP Certification Statement "I certify under penalty of law that this document and all attachments were prepared under my direction and supervision in accordance with the system designed that qualified personnel properly gather and evaluate the information submitted. Based upon my inquiry of the person or persons who manage the system or those persons directly responsible for gathering the available information the 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 fine and imprisonment for knowing violation." Undersigned, n Date Signed: Wayne Carroll Project Manager Veolia Water North America Regional Compost Facility 3200 20th Ave., SE Newton NC 28658 (828) 465 - 1401 Analytical Results Pace Analytical 9800 Kincey Suite 100 Huntersviile NC 28078 Entered 2/11/2014 Reported:' 2/18/2014 For: Feb Fecal 1/10/14 Date Sample ID Parameter Cust ID Result Units Method gnalyxed.:Ana!Y 140211-1 % Solids COMP 46.8 % SM2540B-1997 2/11114 C� 140211-1 Fecal Coli#orm MTF COMP <44 MPN/9 SM9221 CE-2006 2111114. CL Respectfully submitted, Dena Myers NC Ced #440, NCDW Cert #37755, EPA NCO0909 P.O. Box 220 -P Statesville, North Carolina 2W87 . 70072/4697 Bi - MONTHLY CERTIFICATION STATEMENTS The Regional Compost Facility is a "Process to Further Reduce Pathogens" (PFRP) system for treatment of and beneficial use of dewatered biosolids. This section states that VWNAOS and the Consortium have utilized Class A Pathogen Reduction using Alternative A5 - PFRP via Composting to display compliance with 40 CFR Part 503.32 (a)(7) and in continuity with 40 CFR Part 503.33(b)(5). Based upon site specific monitoring and operation data of the biosolids VWNAOS submits the following information for the months of March and April 2014. This shows compliance with Alternative A5 of 40 CFR Part 503.32, 40 CFR Part 503.32(a)(7), and 40 CFR Part 503.33(b)(5). Patho; en Reduction Reguirements - Alternative A5 (PFRP) TIME & TEMPERATURE - 40 CFR Part 503.32 Minimum - 55 deg. for 3 consecutive days. Regional Compost Facility — 64.85 deg.0 for 4.46 consecutive days. (Please See Operation Summary Report page 9). PATHOGEN KILL - 40 CFR Part 503.32(a)(7) — Fecal limits 1000 MPN/g. Regional Compost Facility Salmonella Results - NA . Fecal Coliform - <37 (MPN/g) (Please See Report of Analysis for lab data). CERTIFICATION STATEMENT - `I certify under penalty of law, that the Class A pathogen requirements in 40 CFR Part 503.32(a)(7) have been met. This determination has been made under my direction and supervision in accordance with the system designed to ensure that qualified personnel properly gather and evaluate the information used to determine that the pathogen reduction requirements have been met. I am aware that there are significant penalties for false certification including fine and imprisonment. " Undersigned Wayne Carroll Vector Attraction Reduction - Oution 5 TIME & TEMPERATURE - 40 CFR Part 503.33(b)(5) Minimum - 14 days above 40 deg. C and the average temperature at or above 45 deg. C. Regional Compost Facility - 57.20 deg. C for approximately 31.25 days. (Please see Operation Summary Report, page 8) CERTIFICATION STATEMENT - `I certify under penalty of law, that the Class A Vector Attraction requirements in 40 CFR Part 503.33(b)(5) have been met. This determination has been made under my direction and supervision in accordance with the system designed to ensure that qualified personnel properly gather and evaluate the information used to determine that the vector attraction reduction requirements have been met. I am aware that there are significant penalties for false certification including fine and imprisonment. " Undersigned. Wayne PFRP Certification Statement "I certify under penalty of law that this document and all attachments were prepared under my direction and supervision in accordance with the system designed that qualified personnel properly gather and evaluate the information submitted. Based upon my inquiry of the person or persons who manage the system or those persons directly responsible for gathering the available information the 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 fine and imprisonment for knowing violation." Undersigned, �W Wayne Caro 11 Project Manager Veolia Water North America Regional Compost Facility 3200 20th Ave., SE Newton NC 28658 (828) 465 - 1401 Date Signed: 05- /os /i�4 Analytical Results Pace Analytical 9800 Kincey Suite 100 Huntersville NC 28078 Entered 4/15/2014 Reported: 4/16/2014 For: 92197294003 Date Sample ID Parameter Cust ID Result Units Method Analyzed. 40Yst.. . 140415-11 % Solids April 54.1 % SM2540B-1997 4115/14 CL 140415-11 Fecal Coliform MTF April <37 MPN/g SM92210E-2006 4/15114 CL Respectfully submitted, Dena Myers NC Cent #440, NCDW Cert #37755, EPA NCO0909 P.O. Box 228 • Statesville, North Carolina 28687'•.704/872/4697 Bi - MONTHLY CERTIFICATION STATEMENTS The Regional Compost Facility is a "Process to Further Reduce Pathogens" (PFRP) system for treatment of and beneficial use of dewatered biosolids. This section states that VWNAOS and the Consortium have utilized Class A Pathogen Reduction using Alternative A5 - PFRP via Composting to display compliance with 40 CFR Part 503.32 (a)(7) and in continuity with 40 CFR Part 503.33(b)(5). Based upon site specific monitoring and operation data of the biosolids VWNAOS submits the following information for the months of May and June 2014. This shows compliance with Alternative A5 of 40 CFR Part 503.32, 40 CFR Part 503.32(a)(7), and 40 CFR Part 503.33(b)(5). Pathogen Reduction Requirements - Alternative A5 WFM TIME & TEMPERATURE - 40 CFR Part 503.32 Minimum - 55 deg. for 3 consecutive days. Regional Compost Facility — 65.30 deg.0 for 4.33 consecutive days. (Please See Operation Summary Report page 9). PATHOGEN KILL - 40 CFR Part 503.32(a)(7) — Fecal Limit 1000 (MPN/g) . Regional Compost Facility Salmonella — NA Dry Weight Basis. Fecal Coliform Results — <60 (MPN/ti) (Please See Report of Analysis for lab data). CERTIFICATION STATEMENT - `I certify under penalty of law, that the Class A pathogen requirements in 40 CFR Part 503.32(a)(7) have been met. This determination has been made under my direction and supervision in accordance with the system designed to ensure that qualified personnel properly gather and evaluate the information used to determine that the pathogen reduction requirements have been met. I am aware that there are significant penalties for false certification including fine and imprisonment. " Undersigned, %� W ar4vc 4 Wayne C rroll Vector Attraction Reduction - Option 5 TIME & TEMPERATURE - 40 CFR Part 503.33(b)(5) Minimum - 14 days above 40 deg. C and the average temperature at or above 45 deg. C. Regional Compost Facility - 57.30 deg. C for approximately 30.35 days. (Please see Operation Summary Report, page 9) CERTIFICATION STATEMENT - `I certify under penalty of law, that the Class A Vector Attraction requirements in 40 CFR Part 503.33(b)(5) have been met. This determination has been made under my direction and supervision in accordance with the system designed to ensure that qualified personnel properly gather and evaluate the information used to determine that the vector attraction reduction requirements have been met. I am aware that there are significant penalties for false certification including fine and imprisonment. " Undersigned, vt-✓Ck"vv o 444� y Wayne Cavfoll PFRP Certification Statement 1 certify under penalty of law that this document and all attachments were prepared under my direction and supervision in accordance with the system designed that qualified personnel properly gather and evaluate the information submitted. Based upon my inquiry of the person or persons who manage the system or those persons directly responsible for gathering the available information the 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 fine and imprisonment for knowing violation." Undersigned, Carr ll 0,,,e Wayne Project Manager Veolia Water North America Regional Compost Facility 3200 20th Ave., SE Newton NC 28658 (828) 465 - 1401 Date Signed: ()�/�-s//V Analytical Results Pace Analytical 9800 Kincey Suite 100 Huntersville NC 28078 Entered 6/9/2014 Reported: 6/12/2014 For: June Fecal 92204514 If Dad Sample ID Parameter Cust ID Result Units Method Analgt�ed %Yst: 140609-25 % Solids June 33.6 % SM25408-1997 6/9/14 MD i <40609-25 Fewl Coliform VITF June <60 MPN/9 SM92210E2006 6/9/14 MQ Respectfully submitted, all Dena Myers. NC Cert #446, . NCDW Cert #37766, EPA NCO090S ;a P.O. Box 228 Statesvil1e, North Carolina 28687 . 70",7W4697 Bi - MONTHLY CERTIFICATION STATEMENTS The Regional Compost Facility is a "Process to Further Reduce Pathogens" (PFRP) system for treatment of and beneficial use of dewatered biosolids. This section states that VWNAOS and the Consortium have utilized Class A Pathogen Reduction using Alternative A5 - PFRP via Composting to display compliance with 40 CFR Part 503.32 (a)(7) and in continuity with 40 CFR Part 503.33(b)(5). Based upon site specific monitoring and operation data of the biosolids VWNAOS submits the following information for the months of July and Aueust 2014. This shows compliance with Alternative A5 of 40 CFR Part 503.32, 40 CFR Part 503.32(a)(7), and 40 CFR Part 503.33(b)(5). Pathogen Reduction Requirements - Alternative A5 (PFRP) TIME & TEMPERATURE - 40 CFR Part 503.32 Minimum - 55 deg. for 3 consecutive days. Regional Compost Facility — 64.7 deg.0 for 4.65 consecutive days. (Please See Operation Summary Report page 9). PATHOGEN KILL - 40 CFR Part 503.32(a)(7) — Fecal Limit 1000 (MPN/g) . Regional Compost Facility Salmonella — NA Dry Weight Basis. Fecal Coliform Results - 99 MPN/ (Please See Report of Analysis for lab data). CERTIFICATION STATEMENT - `I certify under penalty of law, that the Class A pathogen requirements in 40 CFR Part 503.32(a)(7) have been met. This determination has been made under my direction and supervision in accordance with the system designed to ensure that qualified personnel properly gather and evaluate the information used to determine that the pathogen reduction requirements have been met. I am aware that there are significant penalties for false certification including fine and imprisonment. " Undersigned, Wayne Cyarroll Vector Attraction Reduction - Option 5 TIME & TEMPERATURE - 40 CFR Part 503.33(b)(5) Minimum - 14 days above 40 deg. C and the average temperature at or above 45 deg. C. Regional Compost Facility - 57.50 deg. C for approximately 32.55 days. (Please see Operation Summary Report, page 9) CERTIFICATION STATEMENT - `I certify under penalty of law, that the Class A Vector Attraction requirements in 40 CFR Part 503.33(b)(5) have been met. This determination has been made under my direction and supervision in accordance with the system designed to ensure that qualified personnel properly gather and evaluate the information used to determine that the vector attraction reduction requirements have been met. I am aware that there are significant penalties for false certification including fine and imprisonment. " Undersigned. W P,~100' Wayne Girroll PFRP Certification Statement "I certify under penalty of law that this document and all attachments were prepared under my direction and supervision in accordance with the system designed that qualified personnel properly gather and evaluate the information submitted. Based upon my inquiry of the person or persons who manage the system or those persons directly responsible for gathering the available information the 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 fine and imprisonment for knowing violation." Undersigned, Date Signed: Wayne Calroll Project Manager Veolia Water North America Regional Compost Facility 3200 20th Ave., SE Newton NC 28658 (828) 465 - 1401 Analytical Results Pace Analytical 9800 Kincey Suite 100 Huntersville NC 28078 Entered 8/21 /2014 Reported: 9/2/2014 For: 92214165001 Sample ID Parameter Cust ID Result Units Method Date Analyzed Analyst 140821-11 % Solids Veolia 80.7 % SM25406- 8/21/14 OL 140821-11 Fecal Colifonn MTF Veolia 99 MPN/g SM92210E- 8/21/14 CL Respectfully submitted, y Dena Myers NC Cert #440, NCDW Cert #37755, EPA NCO0909 P.0, Box 228 * Statesville, North Carolina 28687 * 704/872/4697 Bi - MONTHLY CERTIFICATION STATEMENTS The Regional Compost Facility is a "Process to Further Reduce Pathogens" (PFRP) system for treatment of and beneficial use of dewatered biosolids. This section states that VWNAOS and the Consortium have utilized Class A Pathogen Reduction using Alternative A5 - PFRP via Composting to display compliance with 40 CFR Part 503.32 (a)(7) and in continuity with 40 CFR Part 503.33(b)(5). Based upon site specific monitoring and operation data of the biosolids V WNAOS submits the following information for the months of September and October 2014 . This shows compliance with Altemative A5 of 40 CFR Part 503.32, 40 CFR Part 503.32(a)(7), and 40 CFR Part 503.33(b)(5). Pathoeen Reduction Requirements - Alternative A5 (PFRP) TIME & TEMPERATURE - 40 CFR Part 503.32 Minimum - 55 deg. for 3 consecutive days. Regional Compost Facility — 64.80 deg.0 for 4.96 consecutive days. (Please See Operation Summary Report page 9). PATHOGEN KILL - 40 CFR Part 503.32(a)(7) — Fecal Limit 1000 (MPN/g) . Regional Compost Facility Salmonella — NA Dry Weight Basis. Fecal Coliform Results - <52 (MPN/g) (Please See Report of Analysis for lab data). CERTIFICATION STATEMENT - `I certify under penalty of law, that the Class A pathogen requirements in 40 CFR Part 503.32(a)(7) have been met. This determination has been made under my direction and supervision in accordance with the system designed to ensure that qualified personnel properly gather and evaluate the information used to determine that the pathogen reduction requirements have been met. I am aware that there are significant penalties for false certification including fine and imprisonment. " Undersigned, "3�� 61, Wayne darroll Vector Attraction Reduction - Option 5 TIME & TEMPERATURE - 40 CFR Part 503.33(b)(5) Minimum - 14 days above 40 deg. C and the average temperature at or above 45 deg. C. Regional Compost Facility - 57.05 deg. C for approximately 34.75 days. (Please see Operation Summary Report, page 9) CERTIFICATION STATEMENT - `I certify under penalty of law, that the Class A Vector Attraction requirements in 40 CFR Part 503.33(b)(5) have been met. This determination has been made under my direction and supervision in accordance with the system designed to ensure that qualified personnel properly gather and evaluate the information used to determine that the vector attraction reduction requirements have been met. I am aware that there are significant penalties for false certification including fine and imprisonment. " Undersigned. Wayne Carr I6 1 PFRP Certification Statement "I certify under penalty of law that this document and all attachments were prepared under my direction and supervision in accordance with the system designed that qualified personnel properly gather and evaluate the information submitted. Based upon my inquiry of the person or persons who manage the system or those persons directly responsible for gathering the available information the 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 fine and imprisonment for knowing violation" Undersigned, Date Signed: �'�V�rw 00� Wayne otarroll Project Manager Veolia Water North America Regional Compost Facility 3200 20th Ave., SE Newton NC 28658 (828) 465 - 1401 Analytical Results Pace Analytical 9800 Kincey Suite 100 Huntersville, NC 28078 Receive Date: 10/08/2014 Reported: 10/13/2014 For: 92220380003 Comments: Sample Number Parameter 141008-12-01 Fecal Coliforms 141008-12-01 Percent Solids Respectfully submitted, ;Op'-Wo' •I'f llt Dena Myers NC Cert #440, NCDW Cert 037755, EPA #NCO0909 Sample ID Result Unit Method <52 MPW9 SM92210E-2006 38.1. % SM2540B-1997 10/08/2014: WL. 4 i t: , i . a PO.Box.228 • State sviIIe,.NC 2868.7 704/87Z;14.697 Page:l::oE'f Page WOf 33 , r Bi - MONTHLY CERTIFICATION STATEMENTS The Regional Compost Facility is a "Process to Further Reduce Pathogens" (PFRP) system for treatment of and beneficial use of dewatered biosolids. This section states that VWNAOS and the Consortium have utilized Class A Pathogen Reduction using Alternative A5 - PFRP via Composting to display compliance with 40 CFR Part 503.32 (a)(7) and in continuity with 40 CFR Part 503.33(b)(5). Based upon site specific monitoring and operation data of the biosolids VWNAOS submits the following information for the months of November and December 2014. This shows compliance with Alternative A5 of 40 CFR Part 503.32, 40 CFR Part 503.32(a)(7), and 40 CFR Part 503.33(b)(5). Pathoeen Reduction Requirements - Alternative A5 (PFRP) TIME & TEMPERATURE - 40 CFR Part 503.32 Minimum - 55 deg. for 3 consecutive days. Regional Compost Facility — 65.1 deg.0 for 4.2 consecutive days. (Please See Operation Summary Report page 9). PATHOGEN KILL - 40 CFR Part 503.32(a)(7) — Fecal Limit 1000 (MPN/g) . Regional Compost Facility Salmonella — NA Dry Weight Basis. Fecal Coliform Results — <26 (MPN/e) (Please See Report of Analysis for lab data). CERTIFICATION STATEMENT - `I certify under penalty of law, that the Class A pathogen requirements in 40 CFR Part 503.32(a)(7) have been met. This determination has been made under my direction and supervision in accordance with the system designed to ensure that qualified personnel properly gather and evaluate the information used to determine that the pathogen reduction requirements have been met. I am aware that there are significant penalties for false certification including fine and imprisonment. " Undersigned, Wayne anoll Vector Attraction Reduction - Oration 5 TIME & TEMPERATURE - 40 CFR Part 503.33(b)(5) Minimum - 14 days above 40 deg. C and the average temperature at or above 45 deg. C. Regional Compost Facility - 55.7 deg. C for approximately 29.4 days. (Please see Operation Summary Report, page 9) CERTIFICATION STATEMENT - `I certify under penalty of law, that the Class A Vector Attraction requirements in 40 CFR Part 503.33(b)(5) have been met. This determination has been made under my direction and supervision in accordance with the system designed to ensure that qualified personnel properly gather and evaluate the information used to determine that the vector attraction reduction requirements have been met. I am aware that there are significant penalties for false certification including fine and imprisonment. " Undersigned. PO Wayne Cirroll PFRP Certification Statement "I certify under penalty of law that this document and all attachments were prepared under my direction and supervision in accordance with the system designed that qualified personnel properly gather and evaluate the information submitted. Based upon my inquiry of the person or persons who manage the system or those persons directly responsible for gathering the available information the 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 fine and imprisonment for knowing violation" Undersigned, Wayne Catroll Project Manager Veolia Water North America Regional Compost Facility 3200 20th Ave., SE Newton NC 28658 (828) 465 - 1401 Date Signed: Analytical Results Pace Analytical 9800 Kincey Suite 100 Huntersville, NC 28078 Receive Date: 12/18/2014 Reported: 12/23/2014 For: Hickory Veolia 92230138 Comments: Sample Number Parameter Sample ID Result Unit Method Analyzed ::Analyst . 141218-06-01 Fecal Coliforms Fecal <26 MPN/g SM92210E-2006 12/18/2014 WL 141218-06-01 Percent Solids Fecal 77.0 % SM254OB-1997 12/18/2014 WI Respectfully submitted, Dena Myers - NC Cert #440, NCDW Cert #37755, EPA #NC00909 Degrees Celcius Rea 50? Degrees Celcius RegionalCompost Facility PFRP Compliance - 2014 /U.0 - �n �§ Is II �m �I 60.0 50.0 40.0 30.0 20.0 10.0 0.0 _ .. JAN FEB MAR APR MAY JUN JUL AUG SEP ctor PFRP 64.2 66.4 64.0 65.4 64.1 65.4 66.5 64.6 65.1 Minimum 55 55 55 55 55 55 55 55 55 Regional Compost Facility Vector Attraction Compliance - 2014 70.0 _ _ _.____ r __ __..� ... T-- . E �� I �m �" �0 �u �u �m , alit Kiwi; I 0.0 JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC ■ Reactor VAR 60.4 61.6 58.0 56.4 ■ Part 503 AVG 45 45 45 45�45 56.7 57.9 �7.3 ' 57.7 57.1 57.0 55.2 56.2 45 I45 45 45 45 45 45 ■ Part 503 Minimum 40 40 40 40 40 40 40 40 40 40 40 40 EXHIBIT 6 REGIONAL COMPOST FACILITY HICKORY, NORTH CAROLINA 2014 Operations Summary VEOLIA WATER NORTH AMERICA OPERATING SERVICES, INC. REGIONAL COMPOST FACILITY - HICKORY NC OPERATIONS SUMMARY- CONTRACT YEAR 2014 page 1 BIOSOLIDS RECEIVING HICKORY - HENRY FORK HICKORY - NORTHEAST HICKORY CATAWBA DATE TRUCKSI VOLUME SOLIDS MASS pH TRUCKS VOLUME SOLIDS MASS pH TRUCKS VOLUME SOLIDS MASS pH No. gallons %TS DT S.U. No. gallons %TS DT s.u. No. gallons %TS DT s.u. Jan-14 ; 109 708,500 3.68 108.72 5.7 61 396,500 4.06 67.13 6.1 0 0 0.00 Feb-14 ! 90 585,000 3.43 83.67 5.7 64 416,000 4.22 73.21 6.1 i 0 0 0.00 Mar-14 1 106 689,000 3.64 104.58 5.7 57 370,500 4.27 65.97 6.1 j 6 21,000 3.06 2.68 6.9 Apr-14 ! 112 728,000 3.92 119.00 5.7 58 377,000 4.55 71.53 6.1 0 0 0.00 May-14 1 90 585,000 3.64 88.80 5.3 ! 65 422,500 4.71 82.98 6.1 0 0 0.00 Jun-14 1 83 539,500 3.53 79.41 5.1 72 468,000 5.10 99.53 6.3 i 0 0 0.00 Jul-14 1 92 598,000 2.99 74.56 5.1 67 435,500 4.49 81.54 6.3 0 0 0.00 Aug-14 ! 76 494,000 3.56 73.84 5.2 i 58 377,000 4.36 68.30 6.4 0 0 0.00 Sep-14 85 552,500 3.28 75.57 5.1 56 364,000 4.21 63.90 6.3 0 0 0.00 Oct-14 69 448,500 3.78 70.70 5.0 52 338,000 4.08 57.51 6.3 5 17,500 2.16 1.58 7.1 Nov-14 ! 89 578,500 3.53 83.41 5.3 51 331,500 3.97 54.88 6.2 0 0 0.00 Dec-14 ! 91 591,500 3.64 89.78 5.4 61 396,500 4.35 72.40 6.2i 3 19,500 0.87 0.77 6.0 TOTAL 1 1,092 7,098,000 1,052.05 722 4,693,000 858.88 i14 58,000 5.03 AVG. 1 91.0 591,500 3.55 87.67 5.4 60.2 391,083 4.36 71.57 6.2 2 4,833 2.03 0.77 6.7 VEOLIA WATER NORTH AMERICA OPERATING SERVICES, INC. REGIONAL COMPOST FACILITY - HICKORY NC OPERATIONS SUMMARY- CONTRACT YEAR 2014 page 2 BIOSOLIDS RECEIVING CONOVER- NORTHEAST CONOVER-NEWTON NEWTON DATE TRUCKS VOLUME SOLIDS MASS pH TRUCKS VOLUME SOLIDS MASS pH TRUCKS VOLUME SOLIDS MASS pH No. gallons %TS DT S.U. No. gallons %TS DT S.U. No. gallons %TS DT S.U. Jan-14 ! 17 102,000 3.93 16.72 6.2 9 54,000 5.78 13.02 7.2 0 0 0.00 Feb-14 15 90,000 4.15 15.57 6.1 i 9 54,000 5.59 12.59 7.1 0 0 0.00 Mar-14 ! 21 126,000 4.10 21.54 6.2 i 9 54,000 6.16 13.87 7.0 0 0 0.00 Apr-14 j 15 90,000 4.31 16.18 6.1 i8 48,000 5.40 10.81 6.9 0 0 0.00 May-14 ; 15 90,000 3.99 14.97 6.1 15 90,000 4.01 15.05 7.1 0 0 0.00 Jun-14 10 60,000 3.90 9.76 6.5 16 96,000 4.12 16.49 7.3 0 0 0.00 Jul-14 ! 10 60,000 3.46 8.66 6.9 19 114,000 4.63 22.01 7.3 0 0 0.00 Aug-14 1 5 30,000 3.41 4.27 6.9 16 96,000 2.96 11.85 7.1 0 0 0.00 Sep-14 8 48,000 3.61 7.23 7.1 16 96,000 2.41 9.65 7.5 0 0 0.00 Oct-14 1 21 126,000 3.54 18.60 6.5 i 20 120,000 6.53 32.68 6.7 0 0 0.00 Nov-14 j 9 54,000 3.55 7.99 6.3 i 12 72,000 6.65 19.97 6.8 0 0 0.00 Dec-14 ! 19 114,000 3.90 18.54 6.4 16 96,000 3.69 14.77 7.0 0 0 0.00 TOTAL I 165 990,000 160.02 165 990,000 192.75 0 0 0.00 AVG. 13.8 82,500 3.82 13.34 6.4 13.8 82,500 4.83 16.06 7.1 0.0 0 0.00 VEOLIA WATER NORTH AMERICA OPERATING SERVICES, INC. REGIONAL COMPOST FACILITY - HICKORY NC OPERATIONS SUMMARY- CONTRACT YEAR 2014 page 3 BIOSOLIDS RECEIVING CITY OF HICKORY WATER PLANT CATAWBA COUNTY - SEPTAGE CATAWBA COUNTY - CLAREMONT NORTH DATE TRUCKS VOLUME SOLIDS MASS pH TRUCKS VOLUME SOLIDS MASS pH TRUCKS VOLUME SOLIDS MASS pH No. gallons %TS DT S.U. No. gallons %TS DT S.U. No. gallons %TS DT s.u. Jan-14 0 0 0.00 0 0 0.00 2 7,000 2.05 0.60 6.2 Feb-14 0 0 0.00 0 0 0.00 3 10,500 1.24 0.54 6.5 Mar-14 0 0 0.00 0 0 0.00 2 7,000 1.36 0.40 6.2 Apr-14 0 0 0.00 0 0 0.00 3 10,500 1.33 0.58 6.4 May-14 ! 0 0 0.00 0 0 0.00 4 14,000 1.42 0.83 5.9 Jun-14 0 0 0.00 0 0 0.00 4 14,000 1.17 0.68 6.5 Jul-14 0 0 0.00 0 0 0.00 4 14,000 1.43 0.83 6.4 Aug-14 0 0 0,00 0 0 0.00 3 10,500 1.25 0.55 7.4 Sep-14 0 0 0.00 0 0 0.00 2 7,000 1.61 0.47 6.8 Oct-14 33 214,500 2.02 16.13 6.6 0 0 0.00 3 10,500 1.35 0.59 6.2 Nov-14 0 0 0.00 0 0 0.00 6 21,000 1.52 1.33 6.3 Dec-14 i 0 0 0.00 0 0 0.00 2 7,000 1.13 0.33 6.5 TOTAL 33 214,500 16.13 0 0 0.00 38 133,000 7.74 AVG. 2.8 17,875 1.34 0.0 0 0.00 3.2 11,083 0.64 VEOLIA WATER NORTH AMERICA OPERATING SERVICES, INC. REGIONAL COMPOST FACILITY - HICKORY NC OPERATIONS SUMMARY- CONTRACT YEAR 2014 page 4 BIOSOLIDS RECEIVING CATAWBA COUNTY - CLAREMONT MCLIN CATAWBA COUNTY - MAIDEN CATAWBA COUNTY TOTAL DATE TRUCKS VOLUME SOLIDS MASS pH TRUCKS VOLUME SOLIDS MASS pH TRUCKS VOLUME SOLIDS MASS pH No. gallons %TS DT S.U. No. gallons %TS DT s.u. No. gallons %TS DT S.U. Jan-14 0 0 0.00 12 72,000 1.11 3.33 6.0 14 79,000 1.58 3.93 6.1 Feb-14 1 3 19,500 2.25 1.83 6.7 10 60,000 1.49 3.73 6.4 16 90,000 1.66 6.10 6.5 Mar-14 24 156,000 1.30 7.58 6.7 15 90,000 1.36 5.10 6.5 41 253,000 1.34 13.08 6.5 Apr-14 10 65,000 1.15 2.99 6.3 6 36,000 1.28 1.92 6.8 19 111,500 1.25 5.49 6.5 May-14 8 52,000 1.18 2.56 6.3 14 84,000 1.46 5.11 7.1 26 150,000 1.35 8.50 6.4 Jun-14 6 39,000 0.45 0.73 6.5 15 90,000 1.30 4.88 7.2 25 143,000 1.19 6.29 6.7 Jul-14 7 45,500 0.80 1.52 7.0 9 54,000 1.21 2.72 7.0 20 113,500 1.16 5.08 6.9 Aug-14 14 91,000 1.02 3.87 6.7 2 12,000 1.83 0.92 7.1 19 113,500 1.37 5.33 7.1 Sep-14 4 26,000 0.89 0.96 6.6 15 90,000 1.42 5.33 7.1 21 123,000 1.31 6.76 6.8 Oct-14 4 26,000 1.18 1.28 5.4 3 18,000 1.80 1.35 6.9 10 54,500 1.44 3.22 6.2 Nov-14 1 3 19,500 1.58 1.28 4.7 15 90,000 1.71 6.42 7.0 24 130,500 1.60 9.03 6.1 Dec-14 ! 11 71,500 1.24 3.70 6.6 19 114,000 1.82 8.27 7.0 32 192,500 1.40 11.97 6.8 TOTAL I 94 611,000 28.30 135 810,000 49.09 267 1,554,000 84.80 AVG. ! 7.8 50,917 1.19 2.36 6.3 i 11.3 67,500 1.48 4.09 6.8 22.3 129,500 1.39 7.07 6.6 VEOLIA WATER NORTH AMERICA OPERATING SERVICES, INC. REGIONAL COMPOST FACILITY - HICKORY NC OPERATIONS SUMMARY- CONTRACT YEAR 2014 page 5 BIOSOLIDS RECEIVING CONOVER TOTAL HICKORY TOTAL TOTAL DATE TRUCKS VOLUME SOLIDS MASS pH TRUCKS VOLUME SOLIDS MASS pH TRUCKS VOLUME SOLIDS MASS pH No. gallons %TS DT s.u. No. alions %TS DT s.u. No. allons %TS DT S.U. Jan-14 26 156,000 4.57 29.73 6.70 170 1,105,000 3.82 175.85 5.9 210 1,340,000 3.75 209.5 6.1 Feb-14 24 144,000 4.69 28.16 6.60 154 1,001,000 3.76 156.68 5.9 194 1,235,000 3.71 191.1 6.1 Mar-14 30 180,000 4.72 35.41 6.60 169 1,080,500 3.84 173.23 6.2 240 1,513,500 3.51 221.7 6.3 Apr-14 23 138,000 4.69 26.98 6.50 170 1,105,000 4.13 190.53 5.9 212 1,354,500 3.95 223.0 6.1 May-14 ! 30 180,000 4.00 30.02 6.60 155 1,007,500 4.09 171.78 5.7 1 211 1,337,500 3.77 210.3 6.1 Jun-14 26 156,000 4.04 26.25 6.90 155 1,007,500 4.26 178.94 5.7 206 1,306,500 3.88 211.5 6.3 Jul-14 29 174,000 4.23 30.67 7,10 159 1,033,500 3.62 156.10 5.7 208 1,321,000 3.48 191.8 6.4 Aug-14 21 126,000 3.07 16.12 7.00 134 871,000 3.29 142.14 5.7 174 1,110,500 3.53 163.6 6.4 Sep-14 24 144,000 2.81 16.87 7.30 141 916,500 3.65 139.47 5.7 186 1,183,500 3.31 163.1 6.5 Oct-14 41 246,000 5.00 51.28 6.60 159 1,018,500 3.55 146.03 5.7 210 1,319,000 3.65 200.5 6.1 Nov-14 21 126,000 5.32 27.96 6.55 140 910,000 3.64 138.29 5.7 1 185 1,166,500 3.60 175.3 6.0 Dec-14 35 210,000 3.80 33.31 6.70 155 1,007,500 3.88 162.96 5.9 222 1:410:000 3.54 208.2 6.3 TOTAL ! 330 1,980,000 352.77 1861 12,063,500 1,932.20 2,458 15,597,500 2,369.77 AVG. 28 165,000 4.24 29.40 6.8 155 1,005,292 3.79 161.02 5.8 205 1,299,792 3.64 197.48 6.2 VEOLIA WATER NORTH AMERICA OPERATING SERVICES, INC. REGIONAL COMPOST FACILITY - HICKORY NC OPERATIONS SUMMARY- CONTRACT YEAR 2014 page 6 AMENDMENT HANDLING WOOD AMENDMENTS DRYING AGENT AMENDMENT RECIPE DATE TRUCKS MASS SOLIDS DENSITY VOLUME TRUCKS MASS SOLIDS DENSITY ]VOLUMEJ DISCHARGE MASS SOLIDS I DENSITY VOLUME No. WT %TS Ib/ft3 yd3 No. I VVT %TS Ib/ft3 yd3 hours DT %TS Ib/ft3 yd3 Jan-14 14 356 55.3 17.1 1,543 0 0 0 131.9 324 54.9 19.9 2,258 Feb-14 16 402 60.0 17.4 1,710 0 0 0 109.5 283 55.9 18.8 2,000 Mar-14 18 448 57.2 16.9 1,964 0 0 0 121.4 312 56.2 19.3 2,154 Apr-14 i 18 449 61.8 17.5 1,699 i 0 0 0 118.1 330 60.4 20.6 1,999 May-14 16 395 64.0 15.9 1,838 0 0 0 125.3 334 63.3 18.5 2,132 Jun-14 i 13 319 65.4 16.1 1,467 0 0 0 119.6 318 64.1 17.8 2,066 Jul-14 12 301 59.9 15.9 1,400 0 0 0 122.9 302 62.0 17.9 2,058 Aug-14 i 15 373 58.7 16.2 1,705 0 0 0 103.7 264 61.5 17.0 1,887 Sep-14 ! 11 274 57.5 15.3 1,329 0 0 0 102.7 239 59.2 17.4 1,722 Oct-14 13 319 59.0 15.9 1,485 0 0 0 i 122.1 292 59.4 17.8 2,031 Nov-14 14 350 56.5 16.1 1,612 0 0 0 116.0 287 58.6 17.6 2,083 Dec-14 16 394 53.7 16.8 1,737 0 0 0 132.3 321 55.1 18.2 2,367 TOTAL 176 4,379 19,690 0 0 0 3,606 24,757 AVG. ! 15 365 59.1 16.4 1641 0 0 0 118.8 301 59.2 18.4 2.063 N mCL w Ho N N m M M m 0 W M y comnnnnmmnnnn u] r, a U m m m m o o m m o m m o m w QCO m m v n n v m m rn n m N N N N N N N N N v N J e o 0 00 00 0 0 0 0 0 0 C7 � LL ❑ W J O U) a U N u) m M m N O N 00 N to ❑UF-U')U uW 0LOLou)mvvo)v ui o N N N N N N N N N N N N ry W > Q Q W Y ❑ U H ao m w V- U N u) m M m N o N m N u) �~u)u)u)mW f)u)(ovvmv vi P o N N N N N N N N N N N N ry Z w U H F u) m N u) N m O m M m m u) ep �❑_nu)ncvu)mvnnm O N N N N N N N N N N N M ID " U Cri E9 U> ER 6% 69 (9 Vi 69.0 w m +/> W w C9 LLQ�OnmNnu)mvu)Omm n v) C646N66466rl:rro Q N N N N N N N N N N N M ry ❑ Z LU U C9 � w W y� NornCOvm U.)mvin'Trn U) W -AO O r m M M v N lC) m y u) O m lO M ui u1 lO lO v v In lO n N V 0 Q Ma W a G w of coF O dw lL NN vvu)nv m O m COM n m m m u) n , `� O J J � (0 J r- nu)cl NC vMu)mv m m M w o N m N 0 m m r.-p 00v OW a CO N M N N N N N N N M ry CO m w UE2 m uO 'r c) m m n n r O c) m IWW L M N N m N M O Or Or M .m-1 a -I ♦N-- r r �"� U H Z Zco c. O O o 0 0 0 0 0 0 0 0 0 0 w �O O m m n�Nmm u)M -,rn� ^ Q j � O O m m m O n v M r�mr�mr�ConCrimmmr� � w ❑ J O W p m ❑ m m mr M 0 m (D CO m rn M M o O M M V' N m m o O N o.n •"� ❑ N N N N N N N N N N N N W Z W J m U) Z M ;� M u) v M r v r r r r ry Oo m m co a) Co Co co co a) r) r) a) Ci p u) m V u7 N v M u) N O m n � M <O N N'rn v N n N m n W Ouoi"I-' W- u) n (7 n C7 n T O N m n c V •"� LL c0 m m m v M V N ''T u) m v_ CO m rm rn v v_ m CCU rn m W Q N N 0 n l0 j 7 j 0 V O N 0 Q LL 2 Q 2�-¢ y 0 z❑ F U Z U_ U c > Z N (9 Y A Z U h 1= = U LLI Q Q V U ULLLLI a0 F p Cut) R'Uy Z Q O_ w 0�' Q LLI � O Q J O W > O M C N M N r r N N N N N N M N M r r r r r r r r r r r c-1 00 a a 0 �m 9mmu)CO u]MN r- r- mmmmmv mm Ou)-u� Om o n m- O O o o 0 0 o 0 0 0 o 0 O ❑a J CO w 0 m❑ m n m N m m a m N O V M m O N u1 M v M m O v o m M J ZO m O m O m m v N r-m M v M v M v M M (O M M M v M M > W O w CO m o m m m n (D v m m N m u') u) n n m v m M v D m N n Q Q u) M v v v M M r r co M u) M wF Q ❑n m My m v v m u) m'On tD a m m m m m m m m m m o o) w 7 M n v M r--o N ma m m n 1p JDmmmmmnnu)u)nnm n Qr r r r r r r r r r r- - 4 Z m Z m M N r w u) N O M m to r ui CC) r� cCi Co t� co Co co co co m m J ❑ w Y QQ U �I ❑ W ❑❑ U N u1 m M m N O N m N u) N .-I y W Cn ui 6 Co LO u) u) Co v v 64 ui O ❑ O e N N N N N N N N N N N N ry N 2 Q U m V' m M O N O r- o m m M N r 0 M m m u) v m v m o o v n c m m m m m m m n n m m m o w Q wF- ❑mMvo n v wLDmCOn m � P----------------------------------------------------- mml)iCvmmmmmm�o m w JM 'a 0 0 0 0 0 0 0 0 0 0 0 0 0 o O co z Z p F,w- Z ❑ w 5 cl Z U) W ❑ co 9JF- Q O o p U W Z W J m¢ p o 0 o O O o 0 n 0 0 0 0 o o wF Q❑ O o 0 0 0 O O O O O o 0 O �a00000000C5o6C; o W H m d N Cjm aU> UI L Q "_Q(A O Z❑ L USFILTER OPERATING SERVICES VEOLIA WATER NORTH AMERICA OPERATING SERVICES, INC. OPERATIONS SUMMARY- CONTRACT YEAR 2014 page 9 IN -FEED COMPOST MIXTURE IN -FEED MIXING INLET RAM FEED PITS OUTLET TUNNEL REACTORS DATE RUN TIME MASS SOLIDS DENSITY VOLUME VOLUME SERVICE PUSHES PUSHES VOLUME L SRT UC SRT AC SRT PFRP VAR hours WT %TS Ib/ft3 yd3 yd3 No. No. inches yd3 days days days deg. C deg. C Jan-14 1 132.0 1,393 42.6 24.8 4,189 4,256 4.0 221 16 1,892 26.6 34.3 31.4 65.4 60.4 Feb-14 1 110.0 1,158 41.6 23.8 3,617 3,826 4.0 181 16 1,701 27.5 37.1 34.0 66.5 61.6 Mar-14 121.0 1,272 43.1 23.4 4,008 4,491 4.0 228 16 1,996 i 26.9 32.6 29.9 64.6 58.0 Apr-14 118.0 1,233 44.9 23.6 3,822 4,504 4.0 201 16 2,002 i 33.8 35.7 32.6 65.1 56.4 May-14 125.0 1,284 45.5 23.7 4,019 4,582 4.0 180 16 2,036 ! 35.9 33.5 30.6 64.2 56.7 Jun-14 120.0 1,242 44.5 23.8 3,856 4,331 4.0 154 16 1,925 39.6 32.9 30.1 66.4 57.9 Jul-14 123.0 1,234 44.0 23.9 3,830 4,404 4.0 154 16 1,957 39.8 33.3 30.5 64.0 57.3 Aug-14 104.0 1,105 44.7 23.8 3,445 3,832 4.0 132 16 1,703 ! 45.5 37.9 34.6 65.4 57.7 Sep-14 103.0 1,040 43.1 23.8 3,232 3,696 4.0 126 16 1,642 i 49.5 40.1 36.7 64.1 57.1 Oct-14 I 122.0 1,214 42.3 23.6 3,790 4,252 4.0 145 16 1,890 48.1 35.8 32.8 65.5 57.0 Nov-14 116.0 1,185 42.4 23.2 3,804 4,346 4.0 164 16 1,932 38.7 34.0 31.1 64.6 55.2 Dec-14 132.0 1,333 42.1 22.9 4,343 5,144 4.0 204 16 2,286 32.5 30.2 27.7 65.6 56.2 TOTAL ! 1426.0 14,693 45,954 51,664 2,090 22,961 AVG. 118.8 1,224 43.4 23.7 3,830 4,305 4.0 174 16 1,913 37.0 34.8 31.8 65.1 57.6 VEOLIA WATER NORTH AMERICA OPERATING SERVICES, INC. REGIONAL COMPOST FACILITY - HICKORY NC OPERATIONS SUMMARY- CONTRACT YEAR 2014 page 10 IN -VESSEL BIOSOLIDS COMPOSTING TUNNEL REACTOR NO. 1 DATE PUSHES SRT AIRFLOW TEMP 1 TEMP 2 TEMP 3 TEMP 4 TEMP 5 TEMP 6 TEMP 7 TEMP AVG F PFRP VAR DISCHRG SOLIDS No. days cfm I deg. C deg. C deg. C deg. C deg. C deg. C deg. C cleci. C deg. C deg. C yd3 %TS Jan-14 55.0 34.0 4,268 66.5 68.2 62.2 64.7 64.1 52.4 41.5 60.1 66.0 63.1 578 46.5 Feb-14 1 45.0 34.4 4,374 64.7 68.2 68.7 64.9 65.6 60.2 43.5 62.3 67.2 65.4 473 46.1 Mar-14 57.0 30.1 4,526 69.2 66.2 62.3 64.7 60.6 48.0 36.6 58.2 65.9 61.8 599 50.9 Apr-14 50.0 32.0 4,752 i 69.0 68.6 63.5 58.8 57.1 33.2 28.0 54.0 67.0 58.4 525 63.7 May-14 i 45.0 31.2 5,048 69.0 67.1 61.0 59.8 57.0 37.8 44.9 56.6 65.7 58.6 473 63.2 Jun-14 i 39.0 30.9 4,810 69.3 67.8 65.0 60.3 57.1 36.7 40.3 56.7 67.4 59.4 410 61.0 Jul-14 i 39.0 31.8 4,891 66.3 66.1 62.5 58A 56.4 42.0 41.8 56.2 i 65.0 58.6 410 64.6 Aug-14 i 33.0 36.7 4,814 68.0 66.2 60.8 57.8 56.8 41.7 45.0 56.6 65.0 58.5 347 64.0 Sep-14 32.0 38.7 4,836 67.0 66.3, 60.3 59.3 56.3 39.6 39.8 55.5 64.5 58.1 336 60.4 Oct-14 39.0 31.5 4,952 70.0 68.0 59.9 58.6 56.3 36.4 32.1 54.5 66.3 58.2 410 60.6 Nov-14 1 41.0 33.6 4,928 69.7 61.3 59.8 59.7 56.8 30.5 27.1 52.1 63.6 66.3 431 54.4 Dec-14 1 51.0 26.8 5,270 69.0 65.8 61.1 62.0 58.2 32.0 26.0 53.4 65.3 58.0 536 53.7 TOTAL 1 526.0i 5,523 AVG. 43.8 32.6 4,789 68.1 66.7 62.3 60.8 58.5 40.9 37.2 56.4 65.7 59.5 460 57.4 VEOLIA WATER NORTH AMERICA OPERATING SERVICES, INC. REGIONAL COMPOST FACILITY - HICKORY NC OPERATIONS SUMMARY- CONTRACT YEAR 2014 page 11 IN -VESSEL BIOSOLIDS COMPOSTING TUNNEL REACTOR NO. 2 DATE PUSHES SRT AIRFLOW TEMP 1 TEMP 2 TEMP 3 TEMP 4 TEMP 5 TEMP 6 TEMP 7 TEMP AVG PFRP VAR DISCHRG SOLIDS No. days cfm deg. C deg. C deg. C deg. C deg. C deg. C deg. C deg. C deg. C deg. C yd3 %TS Jan-14 56 31.5 4,315 67.8 66.7 65.1 60.0 61.2 45.3 40.8 58.1 66.5 61.0 588 51.1 Feb-14 46 34.2 4,234 69.2 64.1 66.7 59.3 62.5 50.9 46.8 59.9 66.7 62.1 483 54.0 Mar-14 57 30.1 4,521 64.2 82.6 62.3 58.7 58.0 32.1 27.8 52.3 63.1 56.3 599 58.4 Apr-14 50 31.7 4,431 68.2 65.0 63.9 57.4 56.7 29.8 26.4 52.5 65.7 56.8 525 66.8 May-14 46 30.7 5,162 i 66.6 63.4 61.0 58.1 55.5 33.4 33.6 53.1 63.7 66.3 483 72.4 Jun-14 38 31.8 4,829 71.0 67.1 60.3 57.2 56.0 35.0 33.7 54.4 66.2 57.8 399 69.5 Jul-14 39 31.8 4,793 65.1 62.0 60.1 56.9 55.5 39.0 35.9 53.5 62.4 56.5 410 72.5 Aug-14 33 37.6 4,752 68.4 65.4 60.3 57.7 56.0 33.3 35.0 53.7 1 64.7 56.8 347 70.7 Sep-14 32 38.2 4,767 65.8 64.2 59.9 56.8 56.3 32.7 32.1 52.5 1 63.3 55.9 336 70.2 Oct-14 40 32.5 4,728 68.0 64.7 58.8 58.4 56.3 26.2 26.2 51.2 1 63.8 55.4 420 66.4 Nov-14 41 31.9 4,892 68.1 64.3 59.2 57.1 56.3 20.2 20.1 49.3 1 63.9 54.2 431 61.8 Dec-14 i 51 25.7 5,013 66.1 68.7 62.6 60.5 55.3 23.5 17.7 50.7 65.8 56.1 536 59.4 TOTAL I 529 5,555 AVG. 44 32.3 4,703 67.4 64.9 61.7 58.2 57.1 33.5 31.3 53.4 64.7 57.1 463 64.4 VEOLIA WATER NORTH AMERICA OPERATING SERVICES, INC. REGIONAL COMPOST FACILITY - HICKORY NC OPERATIONS SUMMARY- CONTRACT YEAR 2014 page 12 IN -VESSEL BIOSOLIDS COMPOSTING TUNNEL REACTOR NO. 3 DATE PUSHES SRT AIRFLOW TEMP 1 TEMP 2 TEMP 3 TEMP 4 TEMP 5 TEMP 6 TEMP 7 TEMP AVG PFRP VAR DISCHRG SOLIDS No. days cfm deg. C deg. C deg. C deg. C deg. C deg. C deg. C deg. C deg. C de yd3 %TS Jan-14 55 34.2 4,415 64.4 66.6 63.4 61.4 58.8 47.1 36.9 56.9 64.7 56.9 578 55.7 Feb-14 45 34.6 5,108 65.1 67.2 64.1 60.8 57.8 36.3 34.4 55.1 65.6 55.1 473 50.4 Mar-14 57 30.1 4,664 66.3 63.8 61.1 61.3 56.9 31.0 33.4 53.4 63.7 53.4 599 57.6 Apr-14 50 30.1 5,300 65.7 64.4 59.5 57.5 56.3 24.7 26.1 50.6 63.2 60.6 525 68.8 May-14 1 44 33.5 5,143 65.7 65.5 59.8 59.0 56.7 33.2 31.7 53.1 63.7 53.1 462 67.5 Jun-14 39 30.7 5,033 69.4 68.0 59.5 57.8 55.7 33.3 33.3 53.8 65.6 53.8 410 71.2 Jul-14 38 32.0 5,043 65.3 63.0 61.6 56.1 55.8 34.2 37.0 53.3 63.3 53.3 399 71.6 Aug-14 33 36.8 5,031 68.5 66.4 60.8 56.7 56.1 32.7 37.3 54.1 65.2 54.1 347 65.1 Sep-14 31 39.6 5,126 i 68.9 62.5 60.5 57.0 56.4 37.5 39.0 54.5 64.0 54.6 326 69.7 Oct-14 i 39 31.8 5,035 i 68.3 63.8 60.2 59.3 56.4 38.7 30.3 52.4 64.1 52.4 410 66.3 Nov-14 1 41 30.9 5,224 i 69.7 63.3 57.9 57.7 54.7 20.9 21.0 49.3 1 63.6 49.3 431 59.1 Dec-14 i 51 25.2 5,308 67.1 66.7 62.5 57.7 57.6 20.7 21.5 50.5 65.4 50.6 536 59.5 TOTAL 523 5,492 AVG. 44 32.5 51036 67.0 65A 60.9 58.5 56.6 32.5 31.8 53.1 64.3 53.1 458 63.5 VEOLIA WATER NORTH AMERICA OPERATING SERVICES, INC. REGIONAL COMPOST FACILITY - HICKORY NC OPERATIONS SUMMARY- CONTRACT YEAR 2014 page 13 IN -VESSEL BIOSOLIDS COMPOSTING TUNNEL REACTOR NO. 4 DATE PUSHES SRT AIRFLOW TEMP 1 TEMP 2 TEMP 3 TEMP 4 TEMP 5 TEMP 6 TEMP 7 TEMP AVG PFRP VAR DISCHRG SOLIDS No, days cfm deg. C deg. C deg. C deg. C deg. C deg. C deg. C deg. C deg. C deg. C yd3 %TS Jan-14 j 55 33.9 4,445 62.7 67.2 63.0 59.6 59.3 52.5 43.4 58.3 64.4 60.9 578 50.1 Feb-14 i 45 34.8 4,832 63.1 74.6 62.8 62.2 62.6 56.6 47.1 60.9 66.8 63.7 473 44.2 Mar-14 i 57 30.1 4,317 67.8 68.8 62.4 63.5 59.7 41.8 36.1 57.2 66.3 60.7 599 51.8 Apr-14 i 50 30.8 4,860 68.1 64.6 60.8 63.2 59.4 41.7 42.9 57.3 64.5 69.7 525 66.0 May-14 i 46 30.2 4,712 66.3 64.9 60.0 61.0 57.1 43.0 38.4 55.8 63.7 68.7 483 66.8 Jun-14 i 38 30.9 4,600 70.1 66.4 64.0 62.5 57.1 44.0 47.8 58.9 66.9 60.7 399 68.1 Jul-14 i 37 33.5 4,530 67.1 66.5 62.5 62.8 57.8 48.2 40.9 58.0 65.4 60.8 389 70.0 Aug-14 i 32 37.6 4,431 1 69.8 68.5 61.9 64.5 57.3 46.7 42.8 58.8 i 66.7 61.5 336 65.1 Sep-14 1 32 39.0 4,548 66.7 65.7 61.9 63.2 56.6 44.5 43.8 57.5 64.7 59.8 336 68.9 Oct-14 39 32.6 4,566 70.4 68.5 65.7 63.0 57.5 45.5 44.7 59.3 68.2 61.8 410 61.7 Nov-14 40 33.8 4,547 71.7 67.8 62.9 61.8 59.9 42.0 45.1 58.7 67.5 61.0 420 58.0 Dec-14 51 26.7 4,843 68.7 68.0 61.7 62.0 59.6 41.6 38.1 57.1 66.1 60.2 536 57.2 TOTAL 522 5,481 AVG. 44 32.8 4,603 67.7 67.6 62.5 62.4 58.7 45.7 42.6 58.2 65.9 60.8 457 60.7 VEOLIA WATER NORTH AMERICA OPERATING SERVICES, INC. REGIONAL COMPOST FACILITY - HICKORY NC OPERATIONS SUMMARY- CONTRACT YEAR 2014 page 14 PRODUCT MARKETING/DISTRIBUTION CATAWBA ORGRO - HIGH ORGANIC COMPOST DATE DISCHARGE SOLIDS DENSITY MASS MASS RECYCLE RECYCLE CURING SOLD PRICE I REVENUE I PRICE HAULED BACTERIA d3 %TS Ib/ft3 WT DT I Rushes I yd3 I yd3 I Yc13 I $/yd3 $ $/TN wis MPN/ Jan-14 2,321 50.8 24.0 757 385 i 12 i 121 i 2,200 i 1,154 1 $2.59 $2,555.01 $6.82 i 0 Feb-14 1,901 48.7 23.8 604 294 20 213 1,688 1 1,155 $4.03 $4,363.06 $11.78 j 0 <44 Mar-14 2,394 53.9 21.2 687 868 46 478 1,916 1,447 $418.00 $5,097.12 $12.33 0 Apr-14 2,100 66.2 19.0 535 350 65 680 1,420 1,441 $4.78 $6,662.09 $18.03 0 <37 May-14 1 1,901 67.4 19.7 502 338 54 562 1,339 809 $8.28 $5,336.84 $24.77 i 0 j Jun-14 1,617 67.4 20.1 437 297 45 473 1,144 473 $4.87 $2,184.15 $17.04 0 <60 Jul-14 1,607 69.7 19.8 431 299 55 580 1,026 745 $4.58 $2,490.90 $12.50 0 Aug-14 1,376 66.5 20.7 386 256 37 389 987 1,160 $3.49 $3,407.67 $10.48 0 99 Sep-14 1,334 67.3 19.9 355 240 44 459 874 591 $4.35 $2,340.41 $14.70 0 Oct-14 1,688 64.1 19.9 451 287 44 465 1,223 877 i $4.87 $3,265.00 $13.87 0 <52 Nov-14 i 1,712 59.9 19.7 456 272 52 541 1,171 i 1,427 i $3.01 $3,814.44 $10.03 0 Dec-14 2,142 57.4 19.9 577 329 82 856 1,286 567 $3.44 $1,558.97 $10.23 0 <26 TOTAL 22,091 6,178 3,715 556 5,817 i16,273 1 11,847 i $43,075.56 0 AVG. 1,841 61.6 20.6 515 310 46 485 1,356 987 $38.86 $3,589.63 $13.55 1 0.0 VEOLIA WATER NORTH AMERICA OPERATING SERVICES, INC. REGIONAL COMPOST FACILITY - HICKORY NC OPERATIONS SUMMARY- CONTRACT YEAR 2014 ODOR CONTROL SYSTEMS DUALL SCRUBBERS TRAIN NO.1 TRAIN NO. 2 DATE IA -PH iB-pH 1B-ORP 1B-TCR 1C-pH 1C-ORP 1C-TCR 2A-pH 26-pH 28-ORP 26-TCR 2C-pH 2C-ORP 2C-TCR S.U. S.U. mV mg/L S.U. mV mg/L S.U. S.U. mV m /L s.u. mV mg/L Jan-14 o/s o/s o/s o/s o/s o/s 2.97 152 0 8.05 605 31 Feb-14 2.76 111 0 7.96 534 111 2.99 96 0 7.81 572 43 Mar-14 ! 2.62 206 0 8.24 615 172 2.64 6.16 101 4 8.12 580 69 Apr-14 2.48 204 0 8.50 549 112 2.42 3.49 290 18 7.75 619 52 May-14 2.91 147 0 8.38 646 129 2.47 217 0 7.85 635 65 Jun-14 j 2.91 163 0 8.06 604 29 2.71 289 0 7.12 461 53 Jul-14 2.87 153 0 8.39 635 172 2.84 341 0 7.70 454 179 Aug-14 2.88 171 0 7.99 650 85 3.88 343 0 7.57 473 128 Sep-14 2.90 111 0 8.01 656 94 2.91 303 0 7.67 473 113 Oct-14 2.75 4.22 206 8 8.02 606 93 2.92 3.78 505 11 7.69 438 72 Nov-14 i 3.06 8.11 388 79 6.66 428 1 2.93 412 0 7.84 480 79 Dec14 2.88 5.16 274 6 7.31 550 27 2.88 364 0 7.85 478 91 TOTAL AVG. 2.90 3.62 194 8 7.96 588 93 2.66 3.33 284 3 7.75 522 81 VEOLIA WATER NORTH AMERICA OPERATING SERVICES, INC. REGIONAL COMPOST FACILITY - HICKORY NC OPERATIONS SUMMARY- CONTRACT YEAR 2014 page 15 page 16 ODOR SCRUBBING PERFORMANCE INLET CONDITIONS OUTLET CONDITIONS REMOVAL EFFICIENCY DATE NH3 R-NH2 H2S CH3-SH DMS NH3 R-NH2 H2S CH3-SH DMS NH3 R-NH2 H2S CH3-SH DMS m ppm ppm ppm ppm 22M pp ppm ppm m % % % Jan-14 26 97 N/D N/D N/D N/D N/D N/D N/D N/D i >99 >99 >99 >99 >99 Feb-14 24 103 N/D N/D N/D i N/D N/D N/D N/D N/D j >99 >99 >99 >99 >99 Mar-14 20 99 N/D N/D 0.1 N/D N/D N/D N/D N/D >99 >99 >99 >99 >99 Apr-14 17 89 N/D N/D N/D N/D N/D N/D N/D N/D i >99 >99 >99 >99 >99 May-14 18 91 0.01 N/D N/D N/D N/D N/D N/D N/D >99 >99 >99 >99 >99 Jun-14 1 20 110 N/D N/D N/D N/D N/D N/D N/D N/D >99 >99 >99 >99 >99 Jul-14 i 21 112 N/D N/D N/D N/D N/D N/D N/D N/D >99 >99 >99 >99 >99 Aug-14 1 73 125 N/D N/D 3.9 N/D N/D N/D N/D N/D >99 >99 >99 >99 >99 Sep-14 18 100 N/D N/D 2.3 N/D N/D N/D N/D N/D >99 >99 >99 >99 >99 Oct-14 18 108 0.20 1 N/D N/D N/D N/D N/D N/D >99 >99 >99 >99 >99 Nov-14 1 26 133 N/D N/D 1.3 N/D N/D N/D N/D N/D >99 >99 >99 >99 >99 Dec-14 17 95 N/D N/D N/D N/D N/D N/D N/D N/D >99 >99 >99 >99 >99 TOTAL AVG. 25 105 0.10 N/D 1.9 N/D N/D N/D N/D N/D I >99.0 >99.0 >99.0 >99.0 >99.0 VEOLIA WATER NORTH AMERICA OPERATING SERVICES, INC. REGIONAL COMPOST FACILITY - HICKORY NC OPERATIONS SUMMARY- CONTRACT YEAR 2014 page 17 ODOR CONTROL SYSTEMS DUALL ODOR SCRUBBERS MAPCO ODOR SCRUBBERS OUTLET CONDITIONS DATE CL2 ACID BLEACH CAUSTIC CHEMICALS CHEMICALS A - pH B-pH B-ORP NH3 R-NH2 H2S CH3-SH DMS CL2 m al/month gal/month gal/month $/mo $/DT s.u. S.U. mV m Ppm PPM PPM PPM PPM Jan-14 0.0 820 899 0 $2,758 $8.16 i 8.07 149 i N/D N/D N/D N/D N/D 0.1 Feb-14 0.1 1039 603 0 $3,112 $10.03 8.22 401 i N/D N/D N/D N/D N/D 0.1 Mar-14 ! 0.0 1463 1,700 0 $4,988 $14.52 8.73 872 i N/D N/D N/D N/D N/D 0.3 Apr-14 i 0.1 1702 1,800 0 $5,676 $19.29 8.00 159 i N/D N/D N/D N/D N/D 0.3 May-14 ! 0.0 1482 1,639 0 $4,997 $15.44 8.20 441 N/D N/D N/D N/D N/D 0.4 Jun-14 i 0.0 819 2,000 0 $3,540 $11.20 7.00 99 N/D N/D N/D N/D N/D 0.0 Jul-14 ! 0.3 1362 2,832 0 $5,586 $19.66 7.90 220 i N/D N/D N/D N/D N/D 0.1 Aug-14 1 0.2 850 2,187 0 1 $3,754 $13.81 7.80 106 j N/D N/D N/D N/D N/D 0.3 Sep-14 1 0.0 900 1,960 0 1 $3,721 $13.17 7.66 90 N/D N/D N/D N/D N/D 0.1 Oct-14 i 0.1 940 2,299 0 i $4,066 $14.92 7.50 177 N/D N/D N/D N/D N/D 0.3 Nov-14 j 0.1 925 1,650 0 i $3,564 $10.85 8.06 330 N/D N/D N/D N/D N/D 0.8 Dec-14 0.0 1289 1,806 0 $4,615 $14.77 7.79 332 N/D N/D N/D N/D N/D 0.5 TOTAL 13,611 21,375 0 $50,376 AVG. i N/D 1,134 1,781 0 $4,198 $13.82 7.90 281 N/D N/D N/D N/D N/D 0.1 VEOLIA WATER NORTH AMERICA OPERATING SERVICES, INC. REGIONAL COMPOST FACILITY - HICKORY NC OPERATIONS SUMMARY- CONTRACT YEAR 2014 page 18 ODOR CONTROL SYSTEMS PRETREATMENT MAPCO ODOR SCRUBBERS TOTAL ODOR SCRUBBERS EFFLUENT DATA DATE ACID BLEACH CAUSTIC CHEMICALS CHEMICALS ACID BLEACH CAUSTIC CHEMICALS CHEMICALS FLOW pH RAINFALL al/month gal/month al/month $/mo $/DT al/month gal/month al/month $/dy $/DT gal/month S.U. inches Jan-14 0 207 0 $148 $0.48 820 1,106 0 $94 $8.47 i 2,016,460 7.28 3.15 Feb-14 0 200 0 $132 $0.53 965 746 0 $116 $10.06 1 1,796,800 7.23 2.40 Mar-14 0 300 0 $214 $0.66 1,463 2,000 0 $168 $15.25 2,131,700 7.06 3.70 Apr-14 0 300 0 $214 $0.68 1,702 2,100 0 $196 $19.08 1,975,400 6.82 3.10 May-14 1 0 400 0 $285 $0.91 1,482 2,039 0 $170 $16.39 1,791,300 6.91 1.70 Jun-14 0 425 0 $303 $1.00 819 2,425 0 $128 $11.89 1,821,100 6.63 1.25 Jul-14 ! 0 400 0 $285 $1.04 1,382 3,232 0 $189 $20.85 1,780,000 6.72 2.35 Aug-14 i 0 300 0 $214 $0.88 650 2,487 0 $128 $14.77 1,946,180 6.93 3.55 Sep-14 0 300 0 $214 $0.90 900 2,260 0 $131 $14.15 1,359,780 7.14 3.60 Oct-14 0 300 0 $214 $0.80 940 2,599 0 $138 $14.54 1,357,600 6.81 1.85 Nov-14 j 0 300 0 $214 $0.73 925 1,950 0 $126 $11.13 2,075,800 7.08 3.00 Dec-14 i 0 250 0 $178 $0.55 1,289 2.056 0 $155 $15.36 1,495,990 6.99 1.90 TOTAL 0 3,682 0 $2,615 13,537 25,000 0 $1,739 21,548,110 31.55 AVG. I 0 307 0 $218 $0,76 1,128 2,083 0 $145 $14.33 1,795,676 6.97 2.63 VEOLIA WATER NORTH AMERICA OPERATING SERVICES, INC. REGIONAL COMPOST FACILITY - HICKORY NC OPERATIONS SUMMARY- CONTRACT YEAR 2014 page 19 CONSORTIUM OWNERSHIP & UTILIZATION CITY OF HICKORY CITY OF NEWTON CITY OF CONOVER DATE OWNERSHIP CAPACITY LOADING USAGE CAPACITY OWNERSHIP CAPACITY LOADING USAGE CAPACITY OWNERSHIP CAPACITY LOADING USAGE CAPACITY % DT/d DT/d % I % % DT/d DT/d % % % DT/d DT/d % % Jan-14 66.0% 13.20 8.36 63.3% 41.8% 0.0% 0.00 0.00 0.0% 0.0% i 15.5% 3.10 1.41 45.5% 7.1% Feb-14 66.0% 13.20 7.92 60.0% 39.6% 0.0% 0.00 0.00 0.0% 0.0% 15.5% 3.10 1.42 45.8% 7.1% Mar-14 I 66.0% 13.20 8.21 62.2% 41.1% 0.0% 0.00 0.00 0.0% 0.0% 15.5% 3.10 1.70 54.8% 8.5% Apr-14 I 66.0% 13.20 8.93 67.7% 44.7% 0.0% 0.00 0.00 0.0% 0.0% 15.5% 3.10 1.27 41.0% 6.4% May-14 66.0% 13.20 7.87 59.6% 39.4% 0.0% 0.00 0.00 0.0% 0.0% 15.5% 3.10 1.37 44.2% 6.9% Jun-14 66.0% 13.20 8.52 64.5% 42.6% 0.0% 0.00 0.00 0.0% 0.0% 15.5% 3.10 1.25 40.3% 6.3% Jul-14 66.0% 13.20 6.86 52.0% 34.3% 0.0% 0.00 0.00 0.0% 0.0% j 15.5% 3.10 1.36 43.9% 6.8% Aug-14 j 66.0% 13.20 6.77 51.3% 33.9% 0.0% 0.00 0.00 0.0% 0.0% 15.5% 3.10 0.80 25.8% 4.0% Sep-14 i 66.0% 13.20 6.45 48.9% 32.3% 0.0% 0.00 0.00 0.0% 0.0% 15.5% 3.10 0.77 24.8% 3.9% Oct-14 66.0% 13.20 6.35 48.1% 31.8% 0.0% 0.00 0.00 0.0% 0.0% 15.5% 3.10 2.18 70.3% 10.9% Nov-14 66.0% 13.20 6.92 52.4% 34.6% 0.0% 0.00 0.00 0.0% 0.0% 15.5% 3.10 1.57 50.6% 7.9% Dec-14 66.0% 13.20 8.22 62.3% 41.1% 0.0% 0.00 0.00 0.0% 0.0% 15.5% 3.10 1.69 54.5% 8.5% TOTAL AVG. I 66.0% 13.20 7.62 57.7% 38.1% 0.0% 0.00 0.00 0.0% 0.0% 15.5% 3.10 1.40 45.1% 7.0% VEOLIA WATER NORTH AMERICA OPERATING SERVICES, INC. REGIONAL COMPOST FACILITY - HICKORY NC OPERATIONS SUMMARY- CONTRACT YEAR 2014 page 20 8 DATE OWNERSHIP % I CAPACITY DT/d LOADING DT/d USAGE % CAPACITY % Facility Capacity % LOADING DT PROCESSED DT VARIANCE DT I LOADING Gallons PROCESSED Gallons VARIANCE Gallons d Jan-14 ; 18.5% 3.70 0.19 5.1% 1.0% 49.8% 209.51 231.9 22.39 1,340,000 1,895,505 -355,505 Feb-14 18.5% 3.70 0.30 8.1% 1.5% 48.2% 191.14 206.3 15.12 1,235,000 1,467,738 -232,738 Mar-14 18.5% 3.70 0.62 16.8% 3.1% 52.7% 221.73 230.9 9.19 1,513,500 1,683,134 -169,534 Apr-14 18.5% 3.70 0.26 7.0% 1.3% 52.3% 223.01 239.1 16.10 1,354,500 1,647,745 -293,245 May-14 i 18.5% 3.70 0,39 10,5% 2.0% 48.2% 210.30 240.3 30.03 1,337,500 1,710,172 -372,672 Jun-14 I 18.5% 3.70 0.30 8.1% 1.5% 50.4% 211.49 225.3 13.82 1,306,500 1,637,334 -330,834 Jul-14 ! 18.5% 3.70 0.23 6.2% 1.2% 42.3% 191.84 219.8 27.98 1,321,000 1,717,151 -396,151 Aug•14 18.5% 3.70 0.26 7.0% 1.3% 39.2% 163.59 197.0 33.44 1,110,500 1,410,403 -299,903 Sep-14 1 18.5% 3.70 0.31 8.4% 1.6% 37.7% 163.11 184.6 21.51 1,183,500 1,442,145 -258,645 Oct-14 1 18.5% 3.70 0.14 3.8% 0.7% 43.4% 200.52 208.6 8.05 1,319,000 1,629,222 -310,222 ' Nov-14 1 18.5% 3.70 0.53 14.3% 2.7% 45.1% 175.28 200.7 26.43 1,166,500 1,547,710 -381,210 Dec-14 18.5% 3.70 0.60 16.2% 3.0% 52.6% 1 208.23 225.3 17.08 1,410,000 1,753,226 -343,226 F ` TOTAL 2,369.77 2,609.91 240.14 15,597,500 19,341,485 -3,743,985 AVG. 18.5% 3.70 0.34 9.3% 1.7% 46.8% 197.48 217.49 20.01 1,299,792 1,611,790 -311,999 Biosolids Received Gallons 1.60 1.40 1.20 0 1.00 c7 c 00.80 am 0.40 0.20 0.00 MG Total Gallons Received in 2014 - 15,597,500 Biosolids Received Tons 250.0 200.0 ----- -- D r Y 150.0 T 0 100.0 n s 50.0 -- 0.0 JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Biosolids Received 209.5 1 191.1 1 221.7 1 223.0 1 210.3 1 211.5 1 191.8 1 163.6 1 163.1 200.5 175.3 208.2 Total Dry Tons Received in 2014 - 2,370 VEOLIA WATER NORTH AMERICA OPERATING SERVICES, INC. REGIONAL COMPOST FACILITY - HICKORY, NC Cure Plle Temperatures - January 2014 COMPOSTCURING -PRE i NP RATURES COMPOSTCUR/NO - PILE TEMPERATURES ROW ROW ROW ROW ROW ROW Rl ROWS ROW ROW 10 ROW 11 ROW 12 DATE Cun Row Cura Row Curl 0.ow 2- xt Cun RewCum 2- a v Row - Cure Row 4 F,xt Cura qaw a.Weol Curo Row •Ex Cun Row E Weei Cun Row 8 a Cun Raw Cun Rew ]- xt Cun Row ]-WZ Cun Rav B-Ee Cun Row -W Cum Raw Cun Row Cura Row Cun Row f0- au 10- xl Cun Row 11- etl Curo Row -Wxt Cun Row 1 et Cum Row 1 -W t ■AU■ 01/01/14 01/02/14 A a 0 1_ _ r --- �-- {' - D 6 F - A_ • 0 61 55 59 67 60 56 60 55 55 57 56 55. E59 4 56 56 5!61 56 54 50,51 55 65 56 54 56 52 55 Da s o/s o/s 0■ P■--FF F A o/s o/s B C as c as o,� ..� D E P 57 55 55 58' 55 54 A■ O s as -s as D! F i a■ o/� o/s o/s A• C D F A■ C D E F A• O D■ F A• C D■ F A C O■ F A• O 1311 i F A■ 0 0• F 58 63 80 67 67 5957 g6915753 57I 54 55 as o/s _■ ola o/s of o/s as ola o!a oIs _ WE 63 86 67 68 66 68 70 65 59 85 88 70 67, 67 74 72 85 66103 65� 85 69 88 52 80 09 62 65 84 So l 64 so a 6 64 36 68 641 55 64 608172 61 61 59 57 59 63 56 57 67 64 55 65 57 63 60 62 60 56 57 62 64 58 59 64 61 56 55 58 62 64 28 Da 86 55 87 o/s ols as 84 80 55 o/s o/s as 21 Da 65 62185 5{01/03/1459`� 64 66 62 65 88 64158 81163165 60 57 611', 58 581 51 8465-- ��, 63 � 63 65 67 64 66 62 56 62 60 60-- 60 56 62 _ 61 57 65 S5 57 61 56 55 57 160158 61 93 o/s 01, - 0 _ -� I-^-'-- k L_ 4_ s ola o/s as o/s of 73 TO 88 as ` 01/05114 01I08/14 01/07/14 01/10/14 01/11114 01/13114 01/14/+4 01/15114 01/16/14 o/s 73 75 69 66 88 74 65 66 66 74 65_ 66 81 65 65 70 87 80 54 58 57 67 T7 54 58 60 57 68 65 53 56 58 56 61 b2 60 55 O ols o/s o!s as as CIS ols 80 Days o/s o/s o/g > o/$ s ols _s o/s o/s 62 6a 67 74 64 65 73 7 72 77 74 74' 89 79 70 87 70 871E o/a o/s o/s o/s o/s orz_ o/s _ l0/s 73' 8718 o/s o/s o/s a 73 72 77 1-8 r I- _ _; 0/s 71 73 o/s o/s is o/s DBe 70 ols ws 74 87 83 88 70 71 ea 62. 65 69. 62 63 72 85 80 83 63 60 87 BS 62 88 62 61 70 66 70 72 63 67 63 88 70 70 70 72 70 86 56 6g W ols s a_ °15,as o/s 5215 52 Da a o/s o/s o o/s o/s 0�= o/s o/s o 053 _ as aE as c as o/s o/s as a6 as 76 78 74 77 71 74 A877173 68 71 88 75 75 73 68 60 74 .. 70 63, 68. 64 651 66 85 84 88 83 85 50 as o/� o/s o,e. _ or s o;�. , s 15 , 62 75' 2 75 78 72 77': 81 80 77 78 74 71 75 ols o_/s_ or= , o - c c.: - 0/s as o/e,. -. S o/s as o/s_ 5 _ a ^ , .. 81 75 60 _ 75 73 58 s7 77 65 __ _._,- 68 70 88 74 68 75 65 65' SS 74 80 70 84 88 88 87 70 72 88 81 71 71 82 71 72 68 70 87 83 79 77:70 78 71 70 74 69 65, 72 0/S o/s c/e o/s 67 71 74 58 82 73 67. 70. 70 66 70 72 68 66 70 80 57 58 56 65 63 58 58 58' 60 58 64 36 Dar CIS 013 o/s as o/s o!s o/s as _ 0!= o!= o!s 01/17I14 01/20114 01/19/14 D12a+4 0121/14 0122/14 01/24na 01/25/14 01/28/14 s ola olE o/s oB o o/s o/s o/s o/s o/s o/s o/s o/s as 70 T9 74 72 71' 71 87 82 61 68172172173 8863167 63 70 88 87 59 72 68 65 62 65 67 67 71 88 69 72 64 67 65 62 5 _58' ��s ss a3'', - 65 83 6101/27/1 6= 57 85 70,88 ols ,1s 74 - O 0 as o/e o,� o/s as o,_ as o/a m= _ 72 81 73 70 61 68 _. _._ 73 64 62 70 67. 65 63 63 68 62 83 87 86 77 87 74 AS 70 70 72 88 88 87 71 70 71 84 68171168 73 54 56 84 21 Da • ._�s o/s s o!s >s ols 0: s' o/s o!s 84 62 88 84 88 80 o!s o/s o/s o/s o/s o/s o/s 0/3 o/s 0/5 o!s o/ o/s o/s o/s o/s as as --- .i - /0 66. 67 i 67 86 87 588256 64 62 83 84 82 70 89 76 73 76 80 71 75 88 73 87 71 64 73 68'' 80 80 59 - 68_69 65., 74 84 88 82. 88 73 71 BB 88 81 70_72 85 88 88 84 85 85 22 Da a 66 65 64 64 66 ss 83 64 62 81 63 57 8 0+/28/14 012B114 70 2 82 Da k o/s as ols ola o/s o/ 75 70 72 70 78 72oaol=64 o/s ols o!s o/t 72 80 76 o/s o/s o/s o/s o!a 88 87 70 as o/s as ols o/ 85 88 88 VEOLIA WATER NORTH AMERICA OPERATING SERVICES, INC. REGIONAL COMPOST FACILITY - HICKORY, NC Cure Plle Temperatures - Febru■ry 2014 COMPOSTCURING-PILE TEMPERATURES COMPOST CURING -PILE TEMPERATURES ROW 1 RM2 ROWS ROW 4 ROW a 9 ROW 6 ROW I ROW a ROW F ROW 10 ROW ll ROW 12 GATE Cura Row 1-Eve Cun Ran 1-Wxt CumRow Cum Row 2-EIR 2-yl Cun Row Cun Raw 3 Eevt S-Wvvt Cum Row 4 -East Cum Row 4 -WW Cum Row 5-E. Cum a- 5-Wevl Cum Raw S-E.. Cum Raw e M Cun Row 7-E. Cun Row 7-Wxt Cure Ran S-E. Cum Raw a -ww Cun Row Cum A- 9-Evat 9-Wxt Cum Rew 10-E.0 Cum Row 10-Wvvt Cum Raw /1-EeN Cun Row 11-Wvvt Cun Row 12-Evvt Cun Row 12.0m February R • 0 E P _ 65 63 89 72 665 2 67 63 66 55 62 62 68,,69 64,67 65 65 65 61701511511 85 84 62 63 80 a 60 61 _ - 58 58 80 8+ 56 60 80 83 .., �� Da 54 s o/S 83 s as 28 72 71 75 o/s 68 72' 75 as 65 68 72 707701 64, 68 70 73187175171170167174 E a D E 02/01/14 02/02/14 02/03/14. --._ , _ _ -D �r I. _ - I f 68 64 68' 68 62 87 62 8 51 53t5564 50 63 62 59 48 54 51 50 5550 _ 54; 54 48 5, 53 62 6 70 67 69 86�85 67 _67 68 64 5564,70 58 61 60 61 60 83 63 65 62 78 75 75 70 72 74 72 70 72 72 67_. _ t _. _y - -- 68 68 70 74 78 75 64 65 65.F 70 74 70 56.61,8170 6 64 64 66 60 70'�70 67 59 85 68 65 63 5-64 60 86 83 61 r6363 02 65 Si 58 B 66 57 60 Leo 65 60 64 64 63 _6_5 6.3 60 88 65 84 81 85 82f..,8476 o/s o/a o/s o/s o/s as 70 75 82 80 80 80 0/sjo/sjo/j73 52 55 58 68 5B o/s o/s o/s 0/s o/s as 73 74 70 72 77 aE as 70 75 as o/ as a 73 07 71 80 77 79 l 0 78 80 70 T9 70 69 71 81 72 0 14 02I07/14 - --- 02/08/14 02/10/14 _6.6 89 67 70 80 81 55 62 87 82 85 80 84 70 86 72 65 86 70 66 70 88 B9 63 69 _ 84 es 8 5 8 70 Da a 64 80'55 74 66 s2 s o/E o/s 65 75 77 58 58 68, 61 65 69' 72 73 70 74 73 74'75 71 70 70 72 71 70 66 70. 66 66'. 68 67 65 . 67 72 88 74 77 70 85 78 80 75 75 88 68 72 88 74 70 02I12114 OT13/14 02/14/ia 02/1511a 02/16/14 0211711 _ 66 BB 75 70 74 75 75 78 75 75 70 79 71 73 70 70 75 71 73 72 71 72 70 71 BB 86 86 71 85 87 68 88 83 70 88 80 88 o/s o/a o!s CIS 0/s 0/s 6367 63 81 88 o/s o/s as 82 85 85 82 83 88 03.63 80 68 84 59 81 67 '_ 70 85 70 65 65 67 63 66 68,65 65 84 81 63 83 61 64 81 63 63 65 60 64, 63. 63 67 66 66 -74 72 65 _ 63 74 71 85, 67 64 67 64 88 88 - 63 65 68 66 84 84 _ -67 7170 73 74. 87 70 70 68 66 65 65, 63 56, 88 70 83 89 68'85.. 68 63 67'67 65. 64�85 62 84 81 - - 65 60 . 65 62 63 82 65 66 8863. 66 •66, 62 85 82 81 83 84 80 83 81 58 84 83, 80 11 63 58 58 82 61 go/sols S9 80 83 83 60 59 65 74 78 73 -65 75 70 77 88 69 73 o/a as o/, 0/s o/s n�- -- o/s 76 70 75 75 70 73 _. 751 73 74 74. 70 68 72 70 7073 72 68 _ 72 7018616616817017070183 71 70 70 65 85 85 86 65 B3 84;.88 BBi 64 63 67 65 64 67152185 SO 54 88 88 88 61 48 51 83, 66 68 61 45 57 60 67 83 84 48 54 58. 65 65 64 59 61 60 60 63. 65 44 58 83 87 85 64 51 58 616 52 57 56' 64 66 68I 64 650228/14 ` Y 7 9 -- l 02/18/14 02/19/14 0220/14 14 D2 23/14 02/24114 02/25/14 02/27114 -'. t _ I' ----1111 _. 81 80 Da s 8 Da a8 "o/s a/s ols ols a as a 73 66 89 71 66 74, ._ - . 73 651 67 73 70t64 65,. 70 60 -- 88 60 61 89 I 1'.63 611 64'. 87. 56 62 60. 80 85 70 88 82 82 89 68'. 65 65 69. 68 80 88 84 85 88 70 88 57 78 84 89 85 70 69 89 85 80_ 58 68 ' 67 88'. 8� N�64 I I f 03/0111, 03/02/1, 03/03/1, 03/04/1< 03/07/ 14 03/15/14 03/16/14 03/17/14 03/18/14 03/19/14 03/24/14 03/25/14 03/26/14 03/27/14 03/28/14 03/29/14 03/30/14 03/31/14 DATE 04/06/14 04/07/14 D4/OR/i 4 04/11/14 04/12/14 04/13/14 04/14/14 04/15/14 04/16/14 04/17/14 04/18/14 04/19/14 04/21/14 04/23/14 04/24/14 04/25/14 04/26/14 04/27/14 04/28/14 04/29/14 04/30/14 VEOLIA WATER NORTH AMERICA 0 IG SERVICES, INC. REGIONAL COMPOST FACIL:KORY, NC Cure Pile Temperatures - March 2014 COMPOST CURING -PILE TEMPERATURES COMPOST CURING - PILE TEMPERATURES ROW 1 qOW 2 ROW J ROW 4 ROW B ROW B ROW 1ri ROW B ROW 10 ROW /1 ROW 12 Curo Row r East Cure Row 1Wnt Cun Row 2-East Cure Row 2-Weer Cun Row 3-Feet Cun Row 3Weat Cun Raw 4• 1 Cura Raw 4-Wee[Eaal Cun Row Cun Row -W t Cun 0.ow -Fool Cure Row BWeal Cure Row 7Eest Cun Rowun 7 et Rev -West Cre Row B-E Cun Row 9-Went CureRow CuraRow 10Eeal 10 -Wnl CureRaw CunRow 1tEeer tt .Weer Cun Row i -eat Cun Row 12 -WestA 8 C D E- F _ A_. B 71 72 _C 65 66 DF 73 76 -- ., 56 71 _. 70 70 73 89 A B. C _ ._ 661 6 89 65 66 60 6a 63 -- — 8/ 68 65— 686083 40 85 85 43 63 85 41'60 62 63 82 63 80 59 61154103159 81 86 61 83 55 82 D6 F 70 8363 67 - s3 68�.83 155 - 80 t117 56 4, 82 65. 64. 61 64 63. 80 88 81 58 54 59 55 82 58 55 A BC 66 70 6770 0 fiF 68 60 AB 0_ 55160 63 D_ E F- 65 65 61 A a 0 65 65,68 0 ..i PE 68 84 P Ga s3 62 59 as A GIs ae o/s o/s JB 8 °Is as 4: D aB orB as o/s 80305 as as E F a3; o/s69 ols. A 8 C! D E F ,� j -_.. A 8 C D E F I _ .57 �.88 A B C 0 E F - _ 1 7D 66 81 83 60 57 43 68 68 55 56 59 -_._ 61 60 81 63 60 60 60 61 60 58'S8�80 39 a 8 69 b5 82 56 81 83 80 83 8 o3s osas 88 87 67 70 74 BS 68 58 88 85:60 68 71 ss 73 75 72 74 74 73 --_ --- _ II _ -' -- i 70 86 85 80 84 63 84 60.62 59 57 63 57 62 58 52 58 48 56 55 72 84 63 63 68 70185163 70 72 87 73 86 72 71 86 63 85 87 82 68 62 57 85 70 73 B8 70 88 88 70 68 70 68. 64 68 65 65 64 65' 84 82 84 65 6663 50 66 60 55 62 64 55 83 68 53 84 80 58 83', 61 57 82 58 60 62, 58 60 80 58 64s 80 80 80 BB 85 86 66 85 88 3S Des 89 80 57 87 80 80 67 59 59 as C/o O/s 1—S o/s o/s o/s /s o/s o/s � as c as : s Cis _ 74 75 �76 68 73 66 71 72 70 73 89 70 70 75 73 71174175181 6'701173180 6R 73: 65 74 61 67 81 67 88 88 88 70 78 o/s 77 80 75 79 75178 — 70 70 71 87 71 66 70 83 o/sl�: 76 75 76� Bo 74 71 75 vs s _rs ols o/s ,s o/s 0/s ols 75 78 58 82 82 61 65 52 6 3 41 4 63 6 560 63 36 64 60 621 83 59 62 62 63 37 Da s 61 64 40 63 34 60 59 55 60 59 55 s c,�' :s o/s }� rs s o/s oc S9 52 58 58 57 88 70 68 66 86 66 62 85 67 80 87 61 63 86 55 81 3 82 58 57 60 58 53 64 87 82 8 83 88 64 65 61 86 73 71 60 68 83 87 62 68 82 85 as as 75 75 7573 -_ 88 73 72 756 89 67 72 70 0/s Ols 1/77 66 87 - so/sols ,ao/s 0Ols/s 40 Da s Cis8 Cis o ay ,'s o/s 71 s ols 7 78 o/s o/s cis ON o/s ols 71 71 72 71 73 74 —_ r 62 62 6a s2 64 62 62 63 60 60185 • _ 4- 6873 ss7o 7072 64 74 85 65 58 53 S3 88 83171161 67 86 66 65 86 63 86 84 58 68 BB b8 68 81 64 54 88 85 83 86 65 85 82 84 BB 71 81 85 63 65 84 81 88 5b SB 57 82 83 57 81 83 66 00 85 60 81 80 55 83 u764 68 58 59 o/s ors. ,1s ols as o/s as �s as as ds o!s as 73 74 78 o/s o/s ol< as O/s O/s o/s c/s 0/s o/s o!s o/s o/so/a o/s 74 7f 72 7 74 7 67 7 68 7 o/ 64 80 89 70 72 68 70 65 71 84 66 86r 62 62 72 77 70 88 71 71 78 73 74 68 87 83 72. 65 7087 88 88 66 66 ._ 7165s1 70 6s5549 66 68-- 67 68— 87 64 53 48 84 82 68 80 41 W o/s as o.:. 88 71 78 o/s 1-3 o/s 66 6 70 64 64 68 69 70 68 83 84 88 87 86 65 VEOLIA WATER NORTH AMERICA OPERATING SERVICES, INC. REGIONAL COMPOST FACILITY - HICKORY, NC Cure Pile Temperatures - April 2014 COMPOST CURING -PILE TEMPERATURES COMPOST CURING -PILE TEMPERATURES ROW1 ROW ROWS POW4 ROW ROW ROW7 ROWS ROWS ROW 10 ROW11 ROW 12 Cun Row I -EM Curo Row 1-Wool Cure Row 2 Eaet Cure R— 2-Wart Cun Row 3-Eert Cure Row 3-West Cure Raw 4-Eesl Cun Row 4-Wert Curs Row 5- ert Curo Row -West Cure Row 9-E. Cure Row B Weal Cure Row 7-Eeel Cun Rev 7-West Cun Row 8- eet Curo Row 8- 0 Cun Row 9-feat Cun Raw 9-West Cure Raw 10-Eart Curs Rwv 10-Wear Cura Row 11-feet Cure Row 11-Waet Cura Row 12 Eert Cure R— 12 -West A B C D E F A_B 0 D■ F A B C D■ F A..6 C D■ PA 0 0 D■ F A B 4 B f A B C D .F A B C D -■ A SO D E F A B DID B P A B C D■ F A B C D E F - 1 _. _. r r-_ - i 54 57 55 55 57 53 57 55 51 86 64 64 65 65 57 62 63 57 68 63 65 60 60 68 50 47165 37 Da o/s as O/s o/s o/s C/o 60155169 35 DBirs o/s 0 . as o o/s O/s o/s ad Cis WE o/s as ois o/s o/sip o/s o/s! o:. 0/8 as o., ors _-- Ys o/s o/s Cis ols Cis as WE as ols o/s o/s o/ s- o/s o/ E o/ 0/8 0/ 73 78 70 71 75 74177 65 70 78 80175171 74 76177175 78178 77 76 75 75.76 65 65 66 66._73 6570 62 64 61 70 63 69 66164 02159 83 86 71 74 78 74 75 72 7 76 72 75 73 85165166 65 82 72 63 84 73 71 70 63 62174170 65 70167 60 62 661 ___ 60, 60 68 60163166 67 65 64 _ 64,67 66 65 65162 _ T _ _ + '� r— _ _ ii-- 1 -� _ _,8155 JJ1 ; e/s o/s ols 0/3 o/s 0' 72 74 73 75 84 81 68 64 60168 62 60 62 88 60182 88 59 o/s O/3 o/s o/s as Cis o/s os o o 76 75 77 79 87 59 63 85 o/s o/s o/s ols as o, BO as 82 as as of ols o/ 8b 71 84 70 77 79V717 78 70173 76 69 71 72 74 68 72 70 73 71 71 65 74109 66 68 71 71 72 - 65 68 65 88 70 81 89 $980 65 64 62 63 58 67 67 68 60 85 81 88 34 DE o/s o/s o/s o/s a 1 60 87 64 61 69 66 63 64 65.66 65 84 63 70�62 _ 83 83 85 83 8360 69 67 67 66 74 65 88 74 67 57 58 84 57 57 65 60 60 60 49 80 61 65 88 81 85 11465 61 66 62 63 65 59 56 58 39 Da 0/5 0/S We ols o/s o/s 0/8 0/3 61 0/3 66 ols o/s cls oosososoo/s as _. as +� -a/s o/s ols as as o:, 74 72 75 63 70 66 78 68 69' 70 74 o/s o/s o! 78 71 72 72 80 73 74 72 72 78 65' 82 — 72 76 62 6B 75 66 69, 40 58 67 63 45 84 85 80 45 71 69 68 45 80 84 67 68 88 62 64 84 63 60 54 48 84 86 58� 51 73 70 89 66175 78 73 0/8 o/s o/s o/s o/s c o o/s o/s ols O/s ols a, 50 65 63 73 84 78178 65 65 75 89+ 85 70 as o: ro/s I C/s 0/3 a3 0. CUE RIB o/s o/a ols o, ',T/o/ss o/soll o,: o/s o. s o/s o: 58 75 75 o/s r_ 67 68 71 - 67 65 67 70 67 69 65 66 64 72 68 68 62 63 72 60 69 65 62 66 77 64 65 65 62 0/3 0/5 ols 0/3 o/s o/s 0/s o/s r 0/3 ols, as ols;_ r - 83' 7578 83 70 82 84 65 64 61 63170: 59 65 88 88 83 � 67 59 64 88 85 62,62' 75 73 73 70 67 73 73 83 85 85 8385 66 60 60 55 60 57 64 60 58 82 62 62 68 65 Days 75 70 89 71 72 69 81 71 58 64 53 66 64 63. 70 64 35 Do s 88 64188186 39 DB rs o/e o/a 80 70 85 80 88.- 7 Da s8 as as ors r._ 0 -o/s oI-_as o, 73 85 85 57 6D 80 55 88 66 62 58 71 70 62 63 88 68 64 66 60 86 65 66 770 84 66 62 72 85 84 6340 _ o/s o/s o/s o/sas 82r83 74 88 70 74 65 6676 70 70 67 65 62I 78 88 71 71 65 6173:75 75 )0 63 65 66 71 86 68 66 64 68 66 64; 88 60 80 75,'65 68 52. 50 65 67 888 64 64 62 80 80 80 OS 86 65163 56 58 61 63 83184 88 87 66 72 65 82 88 83 65 63 65; 40 DB 0/s 0/s o!s o/s aS 0!S o/e o/s r o 85 71 87 30 84 81 Da o/s Ols as as o/s o/s O/s o/s o/5 o/s o/s o/s o!s 0/ o/ o/ 0/5 o/s 0/s o/s o!s o/s o/5 o/s o/s o!s ols o/B o/s o/s o/a o/s lqi$ r c o/s o/s o/3 o/s ols,:_ o,'s o o 80 s,,n,;o/s 68 o/s s o/s o/s 48 84 72 o/s ols c as as *.- s _ 77 85 88 o/s ado ___ OS/23/14 05/24/14 05/25/14 05/26/1a 05/27/14 05/28/14 06/01/14 06/02/14 06/03/14 06/04/14 06/05/14 08/06/14 08/07/14 06/08/14 08/09/14 06/10/14 06/11/14 08/19/14 06/20/14 06/21/14 06/22/14 06/23/14 06/24/14 06/25/14 06/26/14 06/27/14 06/30/14 VEOLIA WATER NORTH AMERICA 01-ERATING SERVICES, INC. REGIONAL COMPOST FACILITY - HICKORY, NC Caro Pile Temperetures - May 2014 COMPOSTCURINO- ATE TEMPERATURES COMPOST CURING- PILE TEMPERA TURES ROW ROW2 ROW ROW ROW ROW ROW? ROWS ROWP ROW10 RM11 ROW 12 Cum Row 1. Cum Row 1_Wwt Cu,. R— nt Cure Rew Cum Row 3-East Cu. Row Cum Row Cure Row 4- Cu, Row 6- Cun Row 6- nt Cum Row Cum Row 6-Wes Cu. Row 7-nt Cum Rove T-West Gun Row 6-E Cu. Row 8-Wwt Cun Row 8-Ent Cun Row e- et Cure Raw Cun Row 10-Ea 10- Cu. Row 11-Ent Cu. Row 11- Cu,. Row 2- et Cure Row 12-West A 6 C 01 F A s C I s O D! I A C D F A s C D s F A WO D A A 2 C D! F A E C D s P A s C 0! P A s C 0! F p s C D E F A s C D E F -- } s�CI ols ots Ots ols as O/s101s o/s o o/s o/ ds m os o/- o/s 0, as or o/s o/. os o/� o/s o 75 74 78 75 75 77 66 58. 70 60 05 60 80 61 83 75 85 64 68 69 60 72;63 64 82i 64 82 82't68 88 81!70 f j I I E __ + � _ !.__ _ 77 84 85 - 1. _ To/as 77 79 55 82 70 06 83 70 O3 83 73 62 60 71 56 52II80 80 57! 50 63 64 65 60 63 53 o/s o/s o/s ols o/. o/s o/s o/s os o/s ots o/s o/s .s 70 62 53 79 5853 63 73 57 53 55 70 _ 53 48 50 57 f 50_ 53 50 65 53 45 48 55 45 47 50 50 471 50 50 62 88 77 80 70 62 68 48 63 66 58 56 61 55 55 Sg 60� 66 60 87 551501 58 60 55 59 59 « o/s o/e, _ b2 60 74 65 64 66 60 61 84 82 83 80 58 85 68 63 62 82 o/s as o/s as ols as o/s a ds ds o/s SB 55 55 55 57 57 57 48 52 75 60 69 58 55 SS 53 67 54 81 83 58 55 53 54 55158 55 56 68 64 55 58 63 56 65 46 SS 52 45 57 37 54 D 41 Dome 56 56 50 SO 57 65 60 88 58 55 44 o/s ots as o/s o/s o/s o/s o/s o/s as o/s o/s o/s_ o/s o/s, o/s o/s . s . s O/s o/s e/s o/s e/ o/s CIS els _ _---111 1 o/s 0/s o!s oh o/s 0/s of o/s as o!s o/s O/s o/s o/s as ots _ 88 BB 50 60 64 50 56 83 80 154163 52 54 48 53.54 55 60 45 45 o/s as o/s 36 DE o/s as o/s o!s as o/s o/s ds 75 75 58 C I - - - 8S 84 S9 63 47 61 52 56 80 60 48 51 50 51 48 47 40 49185 58 50 88 50 55 57 58 54 53 58 57 50 65 85 08 80 84 82 46 51 46 o/s as s o/s o/s o/s o/s o/s o/s GIs ols ds o/s ON O/s o/s o/s ols o/s o/s o/s Ols o/s o/s o/s o/s o/s o/s o!s o/s o/s o/s ols o/s o/s ols 87 80 58 61 82 56 60 58 55, 65 62 60': 52_ a9. 50 .- 56 55 486164, 64 57 56 O1 65 81 65 87 00 SS 55 T 55 g 55 60 50 51 37 50 M 65 {8 50 50 50 S0 50 {5 44 48 45 80 62 50 51 53 54 57 55 52 30 SS 57 82 85 57 61 68157 85 58 ols Is ols o/s ols o/s o/s o/s o/s ots o/s as o/s o/s o/s o/s o/s ols o/s o/s o/ on; o/s o/s as o/s as os o/s o/s O/s ots 0/s o/s o/s o/s 45 t.40 45 60 55 83 58 56 60 53 58 55 48 53 80 57 52 45 57 55 64 36 DE a o/s D/s o/s o/s o/s o/s o/s o/s o/s o/s o/s o/s o/s o/s o/s o/s ol, - as ds a ols as o o/s ds os as o/s 84 67 8357 _ _ _..._ _ 47'54 46 46 63155,83 44 45 43 55 44 42 40 83 40' 424285 ao a3 4t 83 a2 43 41 88 41 4842 85 40 44' 42 84 4a40 42 61 4604 83 65 47 50 57 SS 37 30 5058 66 57 50 80 55 52 83 57. 58 84 52,60100 53 65 S7 5554 65 55 55 64 56 55 85 60 56 83 45 52 45 48 47 48 44 50 45 S7 03 83 80 04 62 60 63 01161 60 87 01 57 80 55 48 80 59 54 51 b5 57 62 58 46 SB 47 58 57 Des 04 65 83 07 as ols as o/s o/s os a o/s a o/s o/s o/s o/s ds ds as as os os o/s ols os o/s o/s o/s as o/s o/s o/s o/s o/s o/s o/ o/s o/s o/s o/s o/s o/s o/s oJs as ols Cis ds 0!s ots o/s o/s o/s as as o/s ds o/s o/s o/s o/s o/s o/s as o/s o/6 as o/s as ols ds o/s os o/s o/s o/s o/s ,'- ots 08 70 80 85 as as 78 70 78 70 70 75 77 72 tH 46 64 68 80 S7 53 o/s o/s o/s O/s os o/s o/s o/s o!s o/s o/s O/s o s, o/s o/s o/s o/s 744T78172 65 65 68 OS 70 54 55 58 82 80 84 55 82 80 57 8070 50 58 58 60 82 80 57 00 60 47 58 47 SO 40 49 81 56 60 57 60 84 58 62183 5255. 83 48 49 45 45 N 60 69 SB 61 81 5S 54 ols o/s o/s o s ma,s o's t o/s ors as o/ : o/o/s �/s o/s a/s o/s c ss73 �s 75 o/s o1s ols c'• � 40 40 00 60 80 54 VEOLIA WATER NORTH AMERICA OPERATING SERVICES, INC. REGIONAL COMPOST FACILITY - HICKORY, NC Cure Pile Temperatures - June 2014 COMPOST CURING- PILE TEMPERA TURES COMPOST CURING- PILE TEMPERA TURES ROW1 ROW ROWS ROW4 ROW6 ROW 6 ROW ROWS ROW ROW10 ROW 11rT W 12 Curo Row 1- t Cu. Raw 1- wt Cure Row 2-Ent Cu, Row 1-We9 Cure Row 3 Eost Cu- Row 3-Wear Curo Row 4-East Cu. Row 4-Wwt Cum Row 5-Eaat Cu. R- 5-W- Cu. Row 6-Eaet Cure Row 6-Weal Cun Row ]-EaM Cu. Row 7-West Cu. Raw 6-Ent Cu. Row 8-Wwt Cu. Row 8-Ent Cu. Row 8-West Cu. Row 10-Ea Cure Row to- . Cun Row 11-Ent Cure RowCu, 11-Wert12 CureR- Wert A E C D! F A a 40 40 43 d4 39. 40 6058 . 55 52 39 41141 42 38 40 42 45 40 45 40 C 40 38 38 67 53 D 1 59 80 SS 61 E P _ 59 57 55 55 81 59 50 55 A 44 43 57 55 B CI _ 52 62 50 58 56 57 1531581 D E F A C D E F A B C O E F A B C D E F A■ C D E F A B C D E F A B C D E P A! C D E F A e C D E P D E F 53 58 58 55 58 58 51 551 57 . - . 58 55 52 37, 421 83 40 M 81 58 54 60 67 51 55 82 50 53 58 5S 54 53 51 57 58 58 54 o/s o/s o/s o/s ON ds o/s o/s o/s o/s ds o!s o/s as as o/s as o/s o/s o/s as o/s ds a as ols o/s ds o/s ols o/s o/s o/s as ds o/s o/s o/s o/s o/s o/s as as o/s o/s as a o/s _ 63, 63 85 89 88 54 62 50 85 88 05 59 os We 83 64 as as OS 64 ols as 65 81 60 59 09 58 58 88 84 55 64 65 S9 37 57 80 SB 56 83 80 82 58 81 SB 58 65 651 54 57 50 SS 57 54 55 57 58 82 S6 56 04 58 57 81 54 55 80 53 54 80 84 63 60 60, 63 84 56 55 63 56 55 58 58 58 61 60 56 82 56 55 60 53 55 80 60 57 54- 50 58`45 591 55 58 53' 46 55 50. 43 58 5548- 80 55 51 54 53 53 52., 55 50 - 55, 50 _t { _ y -} _ i }} j �. _ ( _..1._.�...._f fit_ _ _ I .__. _. 41 42 38 39 58 50 SB 51 64 bo 57 54 S7 S{ S7 53 50 eD 52 00 50 57 32 54 SS se eo 62 55 S2 83 40 51 60 58 60 00 65 Da 56 83 56 58 55 50 42 53 57 o/s o/s o/s as o/s o/s as o/s ols o/s as o/s o/s 75165 77 64 70 55 88 71 55 as o/s o/s o/s o/s o/s 54 50 55 53 80 55 55 80 51 87 85 65 55 81 53 59 80 58 55 54 80 85 85 80 80 82 01 50 52 53 56 80 54 53 55' 57 _55 55 52 50 60 54 56 58 51 55 53 52 58 57 53 57 57 53 56 54 50 _ _ _ I 66 00 53 62 57 57 47 S2 53 55 58 58 55 80 54 58 55 58 ON o/s o/s o/s s o/s o/s 61 57 57 53 68 58 o/s o/s o/s as o/s as as as o/s as as o/s as ols of a o/s 83 64 55 64 82 68 o/s o/s 70 75 70 70 o/s 77 75 80 55 45 50 51 51 03 84 88 S3 09 52 55 60 58 57 04 84 _-1• 80 S8 57. 6 55 51 60 47 57 � 54 58 51 60 53 99 50 48 48 50 50 46 48 49 45 50 52. 54 50 51 51 51 48 501 52 47 45 48 so 39 42 SD 50 51 42 51,56 48 52 54 50 50. 51 48 a2 48 _ _ 41 40 80 S9 55 S4 5B 53 50 51 as os as 02 53 59 88 85 70 ols o/s o/s 58 51 54 67 85 64 48 56 50 62 53 51 01 S5 62 - -I} _ _1 43 36 38 3 _. 40 41 38 _ — 36 40 34 36 34 35 36 38 39 39 37 36 32. 38 33,55 35.82 34 7 58. 57 48 52 58 52 58 59 o/s o/s o/s 81 a 70 60 70 88 85 55 OS 80 85 as o/s 78 ols o/s 78 o/s o/s 75 57 59 54 55 81 85 70 48 54 84 02 57 84 55 65 58 65 Se 80 61 60 72 43 54 SO 55 54 5? so 58 57 58 sa 58 58 58 So 50 52 53 SS 53 50 5? 54 55 55153 80 55 S5 S7 81 58 59 Si S _ 53 57 458 Oa s8 54 g. 56 B sR/s o/s o/s ols o/s os a/s ofs _ .. _ _ t , 55 52 53 56 57 52 56 56 60 55 52 56 51 53 57 54 a9 �/s o/s n/s o/sj o/s o/s o �' -- , a9 54 56 47 54 55 54 57 59 - ! ols _ o/s o/s o/s o/s _ o o a o _ o-. , - 88 70 85 88 63 61 78 74 67 55 61 , 53 88 75', 80 64 58' 75 78 75 75 75 73 70 75 68 73 81 60 55 55, 59 {5 52. 81 81 63 54 57 45 50 58 55 57 57 45 50' 80 06 58 00 50 84 61 53 58.48_53 89 55 48 50 49 52 45 45 52 48 56 55 53 60 55 53 50 55 60 57 80 64 55 60 54 50 48 50 44 48 40 51 47 42 SB 54 50 83 50 55158180158' 58 58 55 55 56 56 55 S1 o/S Cis ors o/s 78 72 81 73 68,_77 69. BS 89 74 75 GIs )Is o/s oIS of o/s 58 60 S2 54 60 5.4 L . - _. -., -, -. 66 Days OB 71 5a. 51 50158 - 1 '.. 52 46 54 67 57 88 - 58 48 56 80 S6 56 58 57 55 81 50 53 55 57 50 48 51 45 07/31/14 VEOLIA WATER NORTH AMERICA OPERATING SERVICES, INC. REGIONAL COMPOST FACILITY - HICKORY, NC Cure Pile Temperatures - July 2014 COMPOST CURING- PILE TEMPERATURES COMPOST CURING -PILE TEMPERATURES ROW 0.0W2 ROW ROW4 ROWS ROWS ROW ROWS ROW ROW 10 RM11 ROW 12 Cure Row 1-Feet Cun Row 1.Wert Cure Row 2-EFrt Cun Raw Cun -W Row 3- ert Cure Row Set Cun Raw 4-Feet Cu. Row 4 W t Cum Row Cure Row -W Cura Row 0�Enl Cure Row S -West Cun Raw 7-Ent Cure Row 7-West Cure Row Cure Row 8-Eon 8 Weat Cure Raw B-Feet Con Row 8-Weer Cure Row 10- t Cun Row to -Weal Cun Row II -Eeat Cun Row 11-Weal Cu, Row 12- Get Cun Row 12-Wert t 89 65. s 85 87 84 01 87 84 8e 88 66 87 _T 42.4@ 53 41 431 56 �1__.. 42 41'. 52�85 E 85 ¢7 -q a— 84 r 77 154 75 S3 BB _A B C 55� 43 58 53142,44 43 40 N 0EF —58-48-5-8 58 5757 54 48 52 A B 40 39 43 43 47 50148145145144 C 1 0 _ E _F_ 50 55 46 55 50 58 44'45 _A_9 C.f D E F 54 55 51 43 42 58 46 54 55 41 45 47 46 55 55 44 43 50 A e C_ 44 46 42 45 47 41;54, 45 44 49 P E F, 52 54 54 58 56 46 52 51 A_ - B C D 11 F i A B CD a P A B i C O j E F 37j 43 38. 33 34 34 L 85 DB a 55 57 52 52 60 52 50 55 n s o s c, s _ _ 50 CIS as Cis _s , _ ,I as We 0/ 59 62 50 63 82 58 47 50 50 44 50 45 33 52 57 52 55 50 ,o/s o/s 431 50 53 43 48 48 40 56 55 43 45 43 _j _ 56 50 59 5T 57 CIS 552/s as o/5 as ols o/s o/s 0/3 o/s o/ 64160157 o/ 5B se 55 80 59 59 62 57 S6 47144150 40 41 54 5D 57 59 58 50 67 53 45 45 53 41 42 56 47 43 55 45 48 42 44 48 43 50 58 43 56 51 44 38 40 o/s 4o_s ors iss 00 58 o/s 70 57 53 52 58 Da s o/s as 65 65 3 o/s o/s 70 as 9 o/s o/s o/ o/s a o!s o/ 00 SB 57 48 55 SB 53 5/ 9 59 59 56 54 9 67 S2 45 42145 4 4 49 57 56 57 55 55 81 43 43 43 44 40 45 43140 52 66 45 55 48 48 42 52 40 50 41 4 50 43 47 41 40 45 42 38 38 44 40 35 39 4e 48 41 45 38 55 52' 36 53 54 39 56 58 40 44 30 42 42135142148 45 47 36 42 52 43 {4 44 59 50 50 53 4 50 51 50 - 58 53 48 TTT -, i f 1 1,r _ o/s j o/s 55 57 A. CIS o/s o/s o/s o/ as o/ 43 60 IS 60 60 o/s 83 o/s o/s o/ o/s o/ 33 42 SO 55 63 S3 60 55 51 S4 50 53 50 42 43 50 b 57 56 55 42 SO 13 48 44 43 {S 41 41 53 42 50 57 62 48 50 45 47 42 44 48 43 M 45 42 44 56 45 54141148 50 58 43 45 4 54 52 57 52149 55 55150'155 48 b 51 48 46 46 51 48 55 53 50 59 53 SO SS 55 55 58- 55 55153 58tS5 62 as so/ �s 80 47 45 60 63 63 71 78 3 54 $B 48 53 b6 42 42 40 60 M 47 43 47 48165 44 63 53 51 50 50 148 2 4S 4 44 40 55. 407 152 52 ; 54 SO 49 ? 4S 45 o/s ors a Dave 53 0.52 48 54 o/s ors a 45 52 56 02152168154 54 58 55 53 51 38140148 57 45 54 42 40 40 50 45 48 44 42 50 49 48 _,/s ors as 64153 40 54 40 41 48 55. 56 57' 55 54 l� 1 + 6s s3. so 80 s5 5761 60, et 60 D/s 64. o/s 56 o/s 79 o/s o/ o!s a b e0 47 54 69 65188170147 61 60 7t 44 47 50 34 b1 50 50 54 5D 48 52 39 40 46 44 40 55 45 51 40 40 46 51 48 42 45 40 40 54 44 54 40 52 45 46 39 60145 48 43 51 a3 a5 50 49 44 45 53 53' 55_55 bi 48'S0 46 so 58 55 54 53 54 58 58 47 49 S1 52 48 so 54 55 51 55 57 53 52 54 5a s o/s o !s o/s , s o/s 01, s o/s as 56 Ss s as o/s o/s a 70 63 49 63 59 54 54 60 e0 58 68 62 65 56 54 N 49 47 46 54 52 60 SS 51 67 b 48 52., 45, 44, 50 51 44 65 55150 43 SO 49 47 60 b7 49 50 49 47 50 48 b0 47 53 52 51146147 - L— �. ,'s o/s as as o!s o' t I 60�53 59 55 e0 62 80 50 Se e7 56 58 54 53 48 50 58 58 59 60 58 65 82 65 50 52 46 53 55 55 50 50 52 48 54 48 43L 44 4 ffi 45 40 40 44 43 40 49 41 44 53 46 50�46 45 4a 42 42 42 40 39 48 48 43 48 45 45 40 43 59 57, 54 58 54 55i 52 52 47 50 52 as SS48 55 67 60 60 81 62 64 82 46 48 45 55 53 59 58 63 57 63 81 58 50 54 48'52 53 SO 53 49 54 51 52 48 3814 45'. 48 40 52 40'43 36 37 41, 4245 42�49. 4745 45 39 48 38 36 43 39 40 43 37 40 43 49 37 38 52 50, 54 72 Da s 50 49 41 48 47 40 88 71 70 75 70 70 orsaso!.60'S8 o/s /s oe, VEOLIA WATER NORTH AMERICA OPERATING SERVICES, INC. REGIONAL COMPOST FACILITY - HICKORY, NC Cure Pile Temperatures - August 2014 COMPOSTCURING-PILE TEWb1ATURM COMPOST CURING- PILE TEMPERA TURFS ROW 1 2 R RC 4 ROWS 7 B 1 11 W12 DATE Cun Row Cun Row Cun Rew Cun Row Curo Row Cu. Row Co. Raw Cure Row Cun Row Cure Row Cure Row Cure Row Cure Row Cun Row Cu'. Row Cure Row Cure Row Cun Row Cure Raw Cura Row ............... un Raw Cure Rrnv Cura Raw Cun Row 1-Eeat 1 Wen Get 2-Wert 3-Feel 3 W., 4.Eeat 4-Wear 5-Eeet 5-Weat 0-Foot B.Weat 7.Eeet 7 Weet 8- 0-Weer B Eeat B-Wear t0-Fen 10-West 11-Feat 11-West 12-Feet 12-Wear AUaUs1 A 8 C'. D E F A B C 0 E.__F A B C.,, D E F A B_C D F A-_B_rC D F_ F A B CI D E F A B C 1 0 E.,F A_,B C D B _F A S C �. O E F A B .1- E F A B .0 D E F A B C -- D E F _F, 50 54'50 '--- + 43 44 48 47 42 - 08/01/14 . 08/02/14 60 80 _ 84 85, f 86 63 48 55 60 164 80 56 50 51 51 45 40 45 46 49 45 50 40..42 44 45 38; 40 73 Da s _ 48�45 42 77 81 73,. _, 51 45 N 44 45 45 52 43' 44 45 50 48142143 o/s o/s o/s 43 43 41 71 72 80 77 7e 70 452. 45: 47 55 41 48 _,,,., OB/05/14 OB/W/t4 5415514900 53 47 52 64 48 07 59 et 44 OS 58 52 55 58 52 58 53155 54 56 52 6416183184 58160 44 58 63 OS 66 51 47 48 56 47 47 54 53157150 5415714540 5515543 47 51 SS 52 e0 45 40 58 55 45« 58 4516050 50 47 48 40 53 5953 55 56 42 48 44 48 5042. 44 42 45 45 45 T? 49 43 45 ors as o/s olsolsols 48 43 40 76 73 75 TO 73 70 00 77 72 r r _- I 43 45 50 ors o!s o/s as oD/s o/ 72 70 7ve 5 75 81 75 __.. 08/OBH4 60 55, 53 ei 63 59 e3 56 52 80 55 80 62 58 SS 58162158 65 50 Se 56 SO SD 4S 50 43155157. 58 -_ 48 S7 51 W4O o/s o/s o/s as o/s o/ Be71 65 65 68 70 0e/OD/14 08/10/14 _ 53 45 51 55 , + J - -.- t — _ Oe112/1 a _ 08/13/14 5/ 59 03 57 58 50 SS 66 64 60 SS 57 56 53 54 64 58 61 e2 58 60 03 57 58 56 50 58 54 73 Da s 87 Da s to/s o/s o/s oIS _ as o/s o/ as o/s o! 65 70 59 58 60 52 70 65 70 70 65 69 S3 63 36 58 53 58 57 00 50 70 60 SD 57 58 54 55 61 80 80 61 58 59 50 48 40 55 00 55 o/s o/s o/s o!s o/s c _ —'� 54.43 45 e4 82 48 se 51 54. 58 58 8e 62 49 51 55 34 1 D e3 52 65 61 63 34 47 49 48 52 58 S3 o/s o/s o/s o/s o/s r 70 82 88 o/s as ol 89 70 68,.85' 63 63 -._ 08/13/14 OB/15/t4 _ 06118/14 _ __--1_ 50 4B 54 45 54 5S 46 05 47 SB 81 53 83 55 _. 88 57 58 60 64 58 55 58', 54 59 56 62 60 88 80 61 88 62 87 68 53 33 53 64 56 55 56 57 47 00 02 61 e1 80 83 53 62 58 e3 58 62 62 ,55 40145 55 67 49 Dave a S/ 53 e2 63 55 60 o/s a/s o/s o/s ONION o/s o/s c o/s o/s c o/s o/s c 73 71 85 73 86 68 60 60, 65 o/s as a o/s o/s�o(._ 74 73 72 73 71 66 70 70 71' 73 75 70 - 49 60 67 65 e0 o/s o/s 67 73 64 N 68 71 61106159 87 63 84 80 64 Se as o/s o/s 87 Davs as o/s o/s 50:54 54 53 53 48 58, 52 53 57 49 64 51 70 S5 88 85i 71 67 76 85. 73 61 71 e2 70 75 70 08 75 73 72 71 78; 75 70 70 64 72 68 08/19/14 06/20I14 08/21/14 58 58 82 65 __ 88. 88 86.60 54 62 55 81 60 84 58 59 57 60 60 59 62�58 71 87 84 67 68 84 67 OS 88 57 59 - se 64 80 5e 61 80:55 61 82 64 eo�se 61 60 80_ 53 58 61 . 55 60 59_58 62 61 63 63 02 61 62 e0 60 02 60 01 83 61 63 61 00 80 OS 04 03 o/s 62 o/s 0t o/s 08 O!s o/s o/s o/s o/s o/s o!s o/s o/s o/s o!s a o/s o/s o! CIS o/s 0/ o/s o/s o/ o/s o/s o/s o/s as o/s o/s o/s o!5 CIS O/s o!s as o/s' c o!s o/s c O/s o/s :. o/s WSJ c 82 83 82 66 55 60 65. 58, 82 66- 70 81 o!s o/s 76 73, 65 75 74_67 72 70, 70 D8/22/14 08/23/14 0e4114 Q8/25 14 08/28/14 __ _ 06/28/14 ,. a-- _. _ _ 46 50 481 51 55 �' 45 56 54 e0 �Slft01 58 75 72 eb 70 773 8 72 0S 66 88 6l08/29/14 70 71 ., 67 64 I - r I- _ - t I� 3 52 60 53 61 �, 48 SS 57 56 5964 84, 58 82 58 59 80 55 60 88 63 58 81, 57__1-. 5S 60 S7 60 64 66 55 58 58 62 80 68 55 57 60'83 61 64 59 52 32 56 55 55 51 58 54 50 55 5855 56 58 80 _. 80 60,.59 58 54 59 54 58 70 Be a ors o/s ors o/s c/s, z 60 56 8? 58 159 58 C 0, et as 59 o/s 83 :�a , ✓s as o/ as as G/s o/s of o!s 0Is o/ o/s o/s o/s as o/s o/5 o/s o/s o/s o/s t 62 63 83 62 57 61 61 53 62 _ 60 66 00 09 64 70 as O/s o/s o/s o/ 79 03 e2 o/s 0/s c o/s as as as o/ 78 75 79 o/s Cis r 08/30/14 _ _._ VEOLIA WATER NORTH AMERICA OPERATING SERVICES, INC. REGIONAL COMPOST FACILITY - HICKORY, NC Cure Pile Temperatures - September 2014 COMPOST CURING -PILE TEMPERATURES COMPOSTCURING - PILE TEMPERATURES ROW ROW ROWS ROW ROW ROWS ROW ROWS ROW ROW 10 ROW 11 ROW 12 DATE Cl- Row t Eest Cure Row t Wxt Cun Row 2-Ext Cun Row 2- t Cure Row xt Cura flow W. Curo Row 4 Gura Raw 4.Wxt Cun Row 8-Esal Cun Row est Cun Ran -East Cun Row 8-West Cun Row 7-East Cure Row 7 Wes1 Curo Row 8 Eest Cure Row 8-West Cure Raw Cure 9-Esel 9-Wxt Row Cure Row 10-East Cure 0.ow 10 Waet Cure tt -E.N Curo Row 11 �Wxl Cun Row 12 Eset ra,/cos 5 Bpt_aRlber A • C Q F f IyT,t, C D_S s / i,' 6 f A B A f A / C D E F — J 1 f A / C _ _ r .Jt + D _. Q_ R. A Q C D E R 09l01/14 i._- 52 57 ols, 09/02N4 _- ._ + +, _. 58 65 64 80 86 - 68 59 6< 68 63 82 85 64 56 59 55 as o/s ae as as O/ o/s as o/s o/s as a 63 72 65 as 63 b0 68 82 58 54 85 72100165164166 09/03/14 1 61155153 60 84 63 58 57166 60 64 89 84158 61 62 571 51 W3 as as o/s as O/ Ws as as Ws Ws o/ 70 71 70 as o!s„ 67 50 68 BO. 58 70 56. 50 68 68 72 66 60 81 70 84 71 62 58 61 78102164173 84 75 56 70 88 71 60 82 68 88 70 78 67 09I04/14 _ _ , _ _ _r_. 51 62 53 62 59 55 58 81 61 83 81 73 57 68 57 52 56 59 as ols as o/a as o/ as o!s as as as of 65 70 73 as o/s o/s, 09/05/14 _ _ _- 51 50 51 58 63 56 55 62 60 64 el 80 72 Da 60 51148 Ws Ws o/s as as o/ as WE as WE Ws a 70 65 70 ols 09/08/14 I_ -- _ -_ 55 48 67 - 60 . 09/07/14 09/08/14 -- _ _ - _--- - '- 51 46 48 46 53 64 82 64 58 69 58 63 49 68 54 80 57168156 55156 68 o!s 65 ols as as Ws 82 50151 g 54 o/s O/s 48`. as o/s ols o/ o/s ols ae as o/s o/ 69 70 74 o/s .. olsl 70 75 81 87 83 85 80 75 89 76 82 78 70 70_ 60.78 80:' 70 _ 77 78 67 09/10/14 _ -46 _� + 54 50 62 68 82 60 63 b3 5g 80 81 57 as o/s o/s 83 88 53 �rs o/s o/s o!s a o/s o/s as o/s o/s o/ 85 0 70 83 61 gb 81 84 62 89 70 70�58 09/11/14 /1-, 14 r 46 52 48147 51,67 48158 56100 64154 51 55 56 56 60 57 58155 85 58 68 we 81 o!s o/s as as o/s 58; 58 55 55 55 o/s 51 -is O/s we o/s o/s CIS o/ o/s a o/s We as o/a as o/s we o/s WE O/ Ws o/ 63167155106 82 71 7 82 04165 80 88 59 52 57 80 55 59 68 63, 61 65 81 57 61 75 58 75 62,60 64 63 60'� 60 63 59 / 09/13/14 ols o ., 55 �: r, o/s 83 57 54 82 55 5s gi 60 68 62 58 60 81 57.57 64' 7 t' 85 64 66182 �+ 1— 1_ � -, _ - 09/14/14 --- 09/15/14 r �- t- ?-- - 52 47 45 65 58 4g 56 69 5b 80 83 70 o/s o/s o/s o/s o/ o/s o/s ols o/s o/s a 80 Bb 83 53 82 BO 09/16114 09/17/14 09/16/14 - . _ _ t 50 60 62 62 47 48 48 58 84 88 81 83 51 86 58 58 67 84 82 b7 82 57 80 g7 o/s 0 as Ws as o/s as -53,54- o/s 5B 60 56 o/s 60 as o/s 55 o/s o/s a WE o/s o/s o/s o/s as Ws we o/s G/ as a as old71 72 86 72 61 60 7B as 88 as 72 we o!s a o/s o/ Ws o/ 83 BB 60166165 66 64169 66 86 57 67 48 BS 61 56 60 80 81 60 85 60 61 65 57 57 66 85 7t 8272 85 76 64 70 80 84 80 73 73 77 72 76 88 62 70 88 75 68 78 BB 09l19/74 56 87 50 85 84 68 57 54161 82 83 BB o/s Ws o/s o/s o/s o/ O/s as as o/s as a 73 57 80 as o/s of 88 65185 70 81 71 55 59 85 09/20/14 - 09/21/14 08/22/14 09/23/14 _ 63 64 67 55 49 68 86 70 66 8S 82 73 65 ors Days o/s o/s 001671 68 83 7 o/s 60 o/s as Ws o/s WE Ws WE o/s o/s olsWs W3 o/ o/s o/s o/s as as as o/s o/ as o/ 58 58 66 65 81 o/s 83 o/s ols a as o/ 8e 68 63 86 54180 83 83 80 51 68 66 57 55 63 82 68 55 64 60 60 57 59, 64 70 74 62: 72 62 78 58 62 I 72174 67 64 1 r---Mttt 09/24/14 f 49' 49 53 61 64 58 ON o/s ols 611621 86 as as as as as O/ o/s o/s o/s o/s WE O/ 66 62160 we o/s o/ 68 66 65 64 62165 60 55167165 62 57 84 88 SO 70 85 71 09/25/14 _ 54; 48 45 BO 80 W o/s o/s o/s 80 68 62 as o/s as o/s o/s a o/s o!s o/s o/a o/s o/ 64 83 67 o/s o/s o/ 00 ee 85 83 64D 63 66 68 86 80 BB 66 74 60 70 _ 09/28/14 ty_ 52160 4S 83 BO 69 o/s o!s o/s 83 57 BO Ols 0/3 we CIS O/s o/ o/s o/s WE ols WE o/ 74 50 61 89 60 62 68 60 71 04 60 62 61 81 60 60 70 68 65 60 88 09/27/14 09/28l14_.- 09/49/14 _+ 46 45 ��67 o/s o/s o/s 55 52 58 0/s O/s as D/s o/s o/ as o/s CIS CIS o/s o/ 82 80 73 53 48 65 82 59 60 82 6384 58 60 80 57 65 80 83 78 65 09/30/14 : 50 47 o/s as o/s 54 58 68 o!s olsl ols ols o/s o/ 56 47 88 ols CIS o/s 85 83 83 59 67 60157158 80 BO 63 5! 81 80 84 58 75 80 82 73 71 VEOLIA WATER NORTH AMERICA OPERATING SERVICES, INC. REGIONAL COMPOST FACILITY - HICKORY, NO Cure Pile Temperatures - October 2014 COMPOST CURING- PILE TEMPERATURES COMPOST CURING- PILETEMPERATURES ROW1 ROW 2 ROW ROW4 ROW ROW ROW ROWS ROW ROW 10 ROW 11 ROW 12 DATE Cun Row 1-Feet Cura Row 1-Weal Cure Row 2-East Cure Row 2-West Cure Row 3En, Cure Row 3-West Cure Row 4 .0 Curo Row 4- t Cure Raw 8-Ext Cure Row 8-Wxt Cure Row Cun Row 6-Ext 8-Wxt Cun Row 7-Ent Cura Rev 7- xt Cura Row 8-Ese Cun Row 8-W.. Cun Row 9-Ext Cun Row S-Wxt Cun Row 10 -East Curs Row 10-W.w Cun Row 11- at Cun flow it -Wear Cun Rev Cun Row 12 -eat 12-W. October A s D E P A / b1 48 46 67 58 56-48 D s fo/s +52 s ors o/s I- o/s 77 Days as as as o/ as o/s WE oro as Ws o/s a ols as as a 68170172 731851716 o/s o/s o/ o/s ols o/s 74 55 71 �5 83 64 80, 58 _ 50 53 50 45 54 81 80 Bb 80 83 84 60 60 62� 58 53i 51 56 50 48 55 53 49 55 65 57 52 64 54 55 6D , EF 65, 62 57 66 61.60 83 62 61 A a C 63 71 63 60 70 65'.. 63 76 65 76 73 D E 72 75 70 61 62 74 72 A / D I_ D _s_ f A C D f _ ,s.. A 9 C .. 10/01/14 52 45 48 80 58 55 81 84 61 10/03/14 _ a— 1.— -+ - 61 53 52 10/04/14 10/051145 -- -. 454ii 57 57 55 57 55 56 56 56 57 1 56 58 56 _ 44 l 40 50 62 45 B3Da o/s o/s as 33 75 Days 53i 54 55 , o o/s O/s c 10/07/14 _10/08/14 10/10/1 a _ <� � - ols as <, /s as ; CIS WE ; 0/s as as o/s as as as CIS OI 70 a 77 s a 73 85 79 62 74 57 67 o/s o/s o/ o/s Ws a o/s ols o/ 70 67 67 73 54 73 55 56 83 57_54: 75 66 66 88 62 60 63 63. 58 60 70 55 50 55 48 58 47 46 631 57 55 55 51 43 56 58 53 56; 55. 38 56 40 45 55 66 58' 53 60 62 81 57 60 80 5g 81 66 52 57 64 55153 b8 b6 40 50 59 57 55 50157�60 50 45 57 58 se 65 58 51 57 52 88 55 68 74 56 54 74 52I 59 73 58 51 8g 68 56 75 58 65 65 68 669144 65 62 7010/09/14 70 72 63 57, 59 59 70 Da j 1/14 10/12/14 10/13/14 - s O/s as WE c/ 68 50 68 Ws as o/ 65 55 49 58 40 64 64 Da 48 69 55 _ _ _ 63 65 47 55 43 bb o/a ols o/ 61 70 57 o/s o/s 10/14/14 s as o/s as - s as as as as s of 58 45 76 o/s as o/ s 57 68 68 66 58 56 47 42 55 57 66 68 51 55 81 -r o/s oIs c• 10/15/14 10l17114 _ s ols s o!s s o/s VCIS s 66, 68 77 as o/s a 89 a 42 80 70175171 58 68 70 65 60 55 65 58 60 41 35 38 50 44. 43 61 54, 45 83 50 55 66 5B SB 61 42 bi 49, 55157155 4855 57 55 49 BS 38 45 48 47 61 56 45 68 as o/s o/ o/s as of 50 70 51 78 Da o/s o/s n o/s o/s 1: —110N6/ia _"10/18 { _ o/s as c: o/s as o/s as o/ 80 of 80 80 80 63 78 63 50 81 38 40 SBt o/s as r. b4 SB 50 SB 84 80 62 45 40 80 66 59 o/s o/s o/ o/s as o/s o/s o/s a ��79 _ 14 _ - 10/20/14 10/21/14 10l22I14 1ol2ana 10/25/14 /14 10/27/14 -' j V -. s o/s s o/a = RIS o/s 56 70 60 71 65 55 ola o/slc 55 56 _ 53 54 65 71' 84 64-_ 56 84 64 60f BB 83 as a8 81 O68 e3 71 82 68.70 0/ 02 48 86 83 44 40 88 71 60 56 5755 55 58 56 8 55 62 68 4Is 6 6 72 73. 66 83 57 68 57 68 68155 64 63 55 80 62 66 58 55 65 6� 5e 58V617 6070 65 - 58162167 48 64 80 67 8 B 0 68 48 35 68 56 80 8 55 67 58150143138 60 68 53 55 67 68 b8 6 59 68 62 68 572 Da as o/a o/a o/s o/ ols oe Ws o/s o/a o/s ws W& r o/s olsc10123114 -.. -__T _ -_- _ o/s as o o/s o/s o _ _ o/s o/s c o/a as r. 70.,80 85 50� 80 81 s as r 83 75 53 55 61 57 65 58 68 58 50 ols o/s as ae o/s o/ o/s o/a o/s o/s o/s 10/28/ 4 10@9114 1O/30114 10/31/14 11 _L,- _} - 56 76 72 65 "is 70 65 74 72 66 : .; 37 56 T 65 55: 87 84 55 66 62 T5 61 74 70 79 70 71108162154 g5 54 48 66 83 55 46. 62 41'. 80 54. 58 64 55 57 BO 65 56 58 59 63 72 64., 81 71 63 80 87 B5 56 58 56 0 58 60 60' S8 59 61 53 57 56'57 55 62 61 58 60: 80 5a 55 60 57 55 85 55 e6 58 57 58 60 63 56 61 55 BO 62 53 65 85 66 82 53 WE o!s Is ols o/s o/s o/s o/s of o/s! o/s of o/s 0/5 ^ o/s o!s „ a/s ors'r: r 57', 80 59 54 50 56 56 59 60 67 58 61 ols CIS 0/s o/s o/s 01 o/s as ors VEOLIA WATER NORTH AMERICA OY[KA I ING SERVICES, INC. REGIONAL COMPOST FACILITY - HICKORY, NC Cure Pile Temperatures - November 2014 COMPOST CURING - PILE TEMPERATURES COMPOST CURING PILE TEMPERA TURFS i ROW ROW ROW ROW ROW5 ROWS ROW? ROWe ROW ROW10 ROW11 ROW 12 DATE Cun Raw 1 z eM Cun Row 1.West Cun Row Cun 2. . 2 Rew Cun Row W �rt Cun Rew Cun Row 4 Cun 5 We azat ee 7 E T•W t .W e• eat t 1 e l 11 .Wet 12 Ent 12.We:, Ovem A B O D E P A a 0 0 E F A 6 O D E F 11Po1f14 17rov1a__ 11/04/14 11=114 _17/03M4 _ �. :. _ 65 61 83188 80 63 60 65 85 76 64 65 61 64 70 64 65, 60 e0 70 571 80 61 82 87 _ I _ _ f171 76 63 78 e4 64 60 84 81 83 7e 55 75 05 a0 05 38 a7 b2 45 50 65 18 47 50 54 58 55 59 54 52 55 50 53 5/ 51 50 38 54 35 53 54 50 51 48 Se 57 56 65 61 58 59 S6 55 48 55 50 64 as 52 Cis o/s o/s as Cis o/s as as as of CIS o/ o/s as o/s ofs Ole o/s CIS o as o/s OIL11Po5/14 83 68 65 28 85 57 05 80 29 57 85 55 80 80 53 50 54 71 65 30 45 55 58 35 32 45 81 50 30 50 SS 44 40 46 58 51 63 80 02155 50 54 63 00 55 56 52 47 61 58 65 50 52 50 70 05 53 43 43 56 65 63 45 56 56 43 72 71 65 62 53 57 08 59 53 71 56 56 81 57 Ds 55 49 55 00 69 Ds 48 o/s 59 ofs s o/s o/s a as o/s o/s ols o/s as as as as as o/ as o/ 53 o/ 52 o/s as 69 68 75 64 o/s o/s o, o/s ofs of o/s ofs o/� 11ro8/14 11/09/14 I T � � {� � � 1 62 56 50,54 47 52'58 ... T 11/10/14 11/11/14 57 58 56 55 60 83 58 67148167 s5 57 60 60 58 59 6b 75175 70142143 35 b5 59157157 03180 56 60 66 5e 57 55 57 52 60 55 56 57 55 32 53 be 55 66 54 57 54 45 Days o/s o/s as o/ as ofs o/s o/s o/s Cis o/s Cis CIS o/ ofs o/ ofs Cis o/s Cie o/s o/s ofs o/s as o/ 66 o! 65 55 62 55 82 as o/s O, as o/s o, 11/12/14 e0 01 04 45 85 61 75 73 71 36 40 60 56 60 a4 35 54 57 52 49 50 62 55 55 as as o/ o/s as as ols o/s o/ o/s o/s o/s ols as a 70 77 65 78 71 84 11/13/14 . 11114l14 - _ + ._ I �+ - 56 5S 5e 57 56 48 80 92 51 85 55 73 S5 S6 87 54 57 83 58 55 53 71 66 7S 55 58 45 54 55 55 52 81 57 SS 50 56 66 S7 S5 52 55 SO 57 56 55 52 55 58 55 50 5e 52 47 46 ols o/s o/s o/s a as o/ o/s ofs o/s o/s o/s as o/s as o/s o/ o/s o/ o/s o/s as o/s o/s o/s o/s as o/s a 85 o/ N 55 57 SO 01 70 85 78 00 88 83 11/15/14 it/i6/14 11/17/14 11/1&]4 T i— 48 �57 01 48 83 68 47 57 46 16 82 56 56 M 67 68 86 73 50 57; 58 48180 69 55 57. 58 48', 58, 62 35 36 40 47 52 45 36 35 27. 27 40 35 38 40 36.. 35 56 47 51 55 80 49 46 17 55 58 56 48 55 57 56 57 60 27 40i 34 38 43 3' 36 48' 41 89 65 72 45 5B 56 70 63 61 51.57 68 59 56. 60 43�48 35 36 43 38 42J 56, 45 47 55 80 60 46 65 46 54 50 50 50 58 40 46 58 58' 52 58 47 57 49 53150152 /S 50 50 50 50 55 53 81 5515014545 48 IS 53 56 M 66 48 48 55147145 45 46 57 40 37 50 44 41 38 34 48 45 53 45 49 55 63 Dove .,/s as o/s -,;s ofs o/ ols o/s o/s o/s as o/s ofs o/s a o/s o/ o/s o/ oIs o/ o/s 0/ o/s o/s o/s o/s o/s o/s o/s o/ ols� o/s o/s' o/s ols o/s o/s �; .. o 60 OIS as ' �s ; 06 as ON o/s as of 70 o/ 50 55 64 51 a8 70 69 60 88 62 88 11/19/14 11/20/14 ols o/s o/ 55 45 57 83 e8 70 o/s as of 52 51 37 64 67 88 1'11/M2'11/lid �_vs o/s o/s as o/s o/ CIS CIS o/s ON o/s ,57 o/ 68 62, 63 76 70 72 50 43 48 68 63 73 38 28 34 40 27 34 40 27.. 34 11123/14 11/2/114 11125/14 11IZ6/14 _ _ t , 48 50 431,8.9 48 51 17 46 45 42 42 40 36 43 39! 46 38�51 42 26 b2 44 3e 40 57 Da s <,/s o/s o/s as CIS o/s ;��s o/s o/s o/s o/s o/s CIS o/s o/s a ofs ot o/s o/ 71 as o/s CIS o/s 75 68 o/s CIS ols o/s o/s o/s o/ 85 o/ 57 o/ 58 O7 82 58 60 58 67 03 08 65 81 6b 88 87 56 62 57 57 53 56 57 be 54 S5 57 83 81. 65 62 C4 _58 64 11/27/14 11128t14 E 0114 V14 2'14 3114 VEOLIA WATER NORTH AMERICA OPERATING SERVICES, INC. REGIONAL COMPOST FACILITY - HICKORY, NC Cure Pile Temperatures - December 2014 COMPOST CURING. PILE TEMPERATURES COMPOST CURING - PILE TEMPERATURES ROW ROW 2 AM3 ROW4 ROW a R W 10 11 ROW 12 Cure Row 1 E. Cl!* Row 1 Wee1 Cura Row Cun Row 2Eosr 2 Wes1 Curo Row 3 E.9 Curo Row 3-Welt Cun Row 4 M Lun Rav 4•Wet C.I. Row 5-Eesl Cure Row S West Cure Rmr S-East Cure Row 8-Woe! Cure Row 7-Eat Cun Row 7-W.0 Cun 0.ow B- et Cure Row W t Cura Row Ent Cure Row 9-West Cure Row Cure Row ,O East 10-West Cun Row 11 -Ent Cun Row 11-Weer Cura Row 12�Eeet Cura Row 12-West A __.9 C 0.. _0._ F A B C 57 50 40 48 57 53 58 63 61 61 45 64 57 57 58 56, 63 61 ,_ 65 02 62 84 e7 06 58 53 57 61 6i ^. 65 56, 80 56 45'A 48 57 _ 53 61 56!80 58 55 80 60 D_ a D a F A E,_C,j ors ass o/s o/s o/s ols as o/s ois o/s o/s o/s o/s o/s o/s D E F 45 44 45 54 43 50 48 45 47 0152157 60 Days o/s o o/s o A E C E D E F 54 50'I C D, 60 57! E F 55 66 ! __ _ _ E - i _F_ A B E 0 _E F_ 53 53 e4 .._.. 50 55 64 58 59 50 50 51 56 55 58 61 56 56 61 80 63 57 63 83 56 b9 55. 53 55158148 62 56 03150155 63 54 60 52 50 55 58 80 53 65 55 58 58 54 83 65 65 62 87 60 58 62 52 44 52 53157 66 52154 55 54 58 58 53156 65 50 45' 48 54 51, 50 51' 53. 53 53 52 59 51 48 64 ::; s' ois CIS Cis o/s of 62 88 58 o/s o/s o/ 59 51 ! 63 83, 63 62 y - y_ i _ r , y 1 _ _ t—L ds o/s as o/s as o/s o/s o/s o/ o/s o/s as o/s as o/ o/s as a as as o/ o/s o/s CI 86155 6b 70 87 64 68 64 62 70 72 75 as o/s 75 88 75 71 64 88 a 53 80 84 58 61 77 48 50103 45 83 45 54 58 55 05161 66 60 86 62 70 71 e8 73 74 67 45 45 45 45 45145 45 49 - 53 60 50 00 48 65 45 63 —T. 60 83 62 62 81 57 80 64 56 55 58 61 57 53 55 60 65 57 54 52160 55 58 56 _ 56 57 57 48 55 43'�57 58 53 54 56 58 55 58 67 61 58156 55150 57 57 01 49 59 50 50 55 78 70 72 E 88 e8 ols as of as as a 86 69 71 62 69 84 70 71 71 88 72 55 e4 53 54 64 45 52 54 88 52 55 58 M e3 65 45 51 45 48155180157165 4 45 41 46 86 45 47 50 54 57 60 62 5� se 46 57: 54 58 so 0310 81 64 SB 50157 57 84 Days b4 57 54 54 55 57 ols o/s o/s o/s ols o!s as as Ole o/s o o/s a< 0/s w, 72 64., 72 69 56 68 63 88 59 64 61 57 s280 68 5780 65 57 65 o/s o/so/3 e5 70 77 63 as 86 74182 84 87 85 51170 72 51 88 65 50 80 E5 54 56 54 84 65150 57 1 56 60 61 65 58 56 62 55 55 577 68 60 62 .. o/s o/s s o/s 's o/s si as 76 70 70 55 63 75 45 50 68 40 45 62 62 60 60. 55180188 - _ f _ 1 f 80 77 80 o/s o 80 62 55 58 SB 55 4S62.61,63 as 60 57 58 81 61 60 02 87 70 07 71 70 88 87 62 82 72 57 81 03 55 611186 58 59 64 84 67 65155 57 se 39 e4 83 85 64 80 55 61 58 62 N 49 70 SS 67 58 50 57 b1 SS 5e 01 58 e0 65160182 6S 60 00 55155155 e6 59157 42153 SO e0 M SO S1 00 50 SS 57 S7 �5�7 58 55i 57 55 55 65 45 43 54 83 60 82 55 56 45 43 51'S3 55 56 _ SS 8� SS Se 60 � 76 01 08 �0 o/s o 50 60 ofs ms�.,. o/s as o/ 72 67 71 73 61 62 65 52 72 69 56 72 58 59 51 63 71 72160 65 62 66 60 73 70 66 52 58 SO 70. 50 50 60 58 58 65 53 65 52 55 63 7065 55 58 60 62 .85 52 53 55 50 55 53 76 71 85 50 SS 60 61 S9 60 63 50 56 83 e7 858 55 58 60 58.60 57 55 M5 62 _ 55,6.5�62 60 48 60 46.56 53 50 52 52 50 40 50 57 53 52 55 68 SB 64 Da O/5 o/s e 57 as 60 63 58 59 80 54 40 64 b 60 4b 60 IS 47 &7 47 57 60 53 55 S1 57 4B , 117 58 Sa o/s 89 Da s_ ois o!s ,. 58, 58 61 58 54 56 56 57 54 52 68 65 55 58 6a 51 57 62. 48 30 SO 56 51 54 53 44 ¢4 36 49 32�45 40 43 59 55 5450 581. S7 SS 64 D s 'o/s o/s 50 45. 57 53 50 57 48 46 53. b0 58; 54 56154185 55 55 50. 54 55 81 53 55 5U, 56 53 50 58157156138188 74 o/5 o/s o,a