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WQ0040265_Residual Annual Report 2019_20200302
Initial Review INITIAL REVIEW Reviewer Williams, Kendall Is this submittal an application? (Excluding additional information.)* r Yes r No If not an application r Annual Report what is the submittal r Residual Annual Report type?* r Additional Information r Other Annual Report 2019 Year* Date Paper Copy 3/2/2020 Received:* Project Number* WQ0040265 Email Notifications Does this need review by the hydrogeologist?* r Yes r No Regional Office CO Reviewer Admin Reviewer Kendall.Williams@ncdenr.gov Submitted Form Project Contact Information Rease provide information on the person to be contacted by MB Staff regarding electronic subnittal, confirmation of receipt, and other issues. .......................................................................................................................................................................................................................................................................................................................................................................... Name * Dan Parker Email Address* Dan. Parker@durhamnc.gov Project Information ....................................................................................... Submittal Type* r New Permit Application r Renewal r Annual Report r Other Permit Type * r Wastewater Irrigation r Other Wastewater r Closed -Loop Recycle r Single -Family Residence Wastewater Irrigation Is a paper copy of the application being submitted? r Yes r Nor N/A Permit Number* WQ0040265 ApplicantTermittee * City of Durham Facility Name * North Durham Composting Facility Phone Number* 9195604186 r Modification (Major or Minor) r Additional Information r Residual Annual Report r High -Rate Infiltration r Reclaimed Water r Residuals r Other Please provide comments/notes on your current submittal below. One hardcopy being mailed to NCDEQ Please attach all information required or requested for this submittal to be review here. Application Form Engineering Rans, Specifications, Calculations, Etc.) NCDEQ Annual Biosolids Report 2019.pdf 1.17MB Upload only 1 R7F document. NL@iple documents must be combined into one R7F file. For new and modification permit applications, a paper copy may be required. If you have any questions about what is required, please contactthe reviewer or Tessa Monday. If a paper 2-pol cation is required, be advised, applications accepted for pre -review until both the paper and elect-c-ii.- --ol:ies have been received. The paper copy shall include the following: o Application Form o All relevant attachments {talcs, soils report, specs, etc.] o One full-size engineering plan set o One 11x17" engineering plan set o One extra set of specifications o Fee (if required) Mailine address: Division of Water Resources ! Division of Water Resources Non -Discharge Branch I Non -Discharge Branch 1617 Mail Service Center I Att: Nathaniel Thornburg, P Floor, Office #942W - = Raleigh, NC 27699-1617 S12 N.5alisburySt. For questions or problems contact Tessa Monday attessa.monday@)ncdenr.Qov or 919.707.3560. * rJ By checking this box I acknowledge that I understand the application will not be accepted for pre -review until the paper copy (if required) and fee (if required) have been received by the Non -Discharge Branch. I also confirm that the uploaded document is a single PDF with all parts of the application in correct order (as specified by the application). Signature Submission Date 2/26/2020 !; R I _01-11UT41111 CITY OF DURHAM February 24, 2020 Attn: Erickson Saunders NC Department of Environmental Quality Division of Water Resources, Water Quality Permitting 1617 Mail Service Center Raleigh, NC 27699-1617 RE: North Durham Composting (WQ0040265) — Annual NCDEQ Biosolids Report 2019 M r. Saunders: As per Condition IV.7 of Permit No. WQ0040265, the City of Durham is submitting the annual biosolids report for calendar year 2019. The City of Durham (Permittee) has a contract with Atlas Organics, Inc. (Preparer) to compost the City of Durham biosolids. The location of the composting facility is under the North and South biosolids drying/storage sheds (North and South Sheds) in the North Durham Water Reclamation Facility (WRF). The transition from drying/storing biosolids to composting began in May 2019. The composting operation is currently taking place in the South Shed until the North Shed is available. The North Shed will be used to further cure and screen the composted material (after it has gone through the PFRP and VAR time -temperature requirements). The North Shed is expected to be cleared, powerwashed, and disinfected this Spring. In 2019, the composting operation only composted North Durham WRF biosolids and no compost was distributed. The compost sampling took place January! 2, 2020 for the compost produced in 2019. Attached you will find the following information: DMSDF, RSSF, PVRF 2T, PVRF 503, laboratory analytical results, and temperature monitoring logs. The contact information for the Preparer is Alston Sandzen and you may reach him at 864-256-7566 or alston.sandzen(@atlasoreanics.net. If you have any questions, please feel free to reach out to me. Sincerely, Wayne F nton, ssistant Director Solid Waste Management, City of Durham 919-560-4186 x32232 919-475-7898 wayne.fenton@durhamnc.gov r. Saunders: As per Condition IV.7 of Permit No. WQ0040265, the City of Durham is submitting the annual biosolids report for calendar year 2019. The City of Durham (Permittee) has a contract with Atlas Organics, Inc. (Preparer) to compost the City of Durham biosolids. The location of the composting facility is under the North and South biosolids drying/storage sheds (North and South Sheds) in the North Durham Water Reclamation Facility (WRF). The transition from drying/storing biosolids to composting began in May 2019. The composting operation is currently taking place in the South Shed until the North Shed is available. The North Shed will be used to further cure and screen the composted material (after it has gone through the PFRP and VAR time -temperature requirements). The North Shed is expected to be cleared, powerwashed, and disinfected this Spring. In 2019, the composting operation only composted North WRF biosolids and no compost was distributed. Attached you will find the following information: DMSDF, RSSF, PVRF 2T, PVRF 503, laboratory analytical results, and temperature monitoring logs. The contact information for the Preparer is Alston Sandzen and you may reach him at 864-256-7566 or aston.sandzen@atlasoreanics.net. If you have any questions, please feel free to reach out to me Sincerely, Wayne Fenton, Assistant Director Solid Waste Management, City of Durham 919-560-4186 x32232 919-475-7898 wavne.fenton( durhamnc.Rov ATTACHMENTS 1. DMSDF — Class A Annual Distribution and Marketing/Surface Disposal Certification and Summary Form 2. RSSF —Annual Residual Sampling Summary Forms 3. PVRF 2T —Annual Pathogen and Vector Attraction Reduction Form (02T Rules) 4. PVRF 503 —Annual Pathogen and Vector Attraction Reduction Form (503 Rules) 5. Analytical Results — Soil Control Lab (metals, pathogens, and others) and Meritech (TCLP) 6. 2019 Composting Temperature Monitoring Logs Al—f 99 CLASS A ANNUAL DISTRIBUTION AND MARKETING/ SURFACE DISPOSAL CC, RTIFICATION AND SUMMARY FORM `1VQf1IE:1td►9n'#1: 0040265 FACILITY NAME, North Durham Composting PRON0. $64-256-7566 COUNTY- I3uriaagr, C71'S&e41'iJiir AIstaa5autdten )i€4C 11 1'i L` 1"C (please clkrek Q SakrNce DiS1J(Aa] (complete Part A (ouree(s) and 1*cs-€dnakt In" Volume only) and Part C) R1 Distribution and Marketing (complete Parts A,11,, and C) %Vas the facility in operation during the anst ea e,aa-- nee V... C"g x, r1l —._ -._,__ _ _. - - - --_._ --- ✓ _._.- .1. — — RAP •'WWr l[ OW Z aKlpR planS A, B, e: Run Certify form kaetow Pa rt A*: Pant IP: MonthSonrces(aa) (ioclkra)c Ni'i)�q i1 ;if� Vaiangc d tAns Recipient lnParmakYlon f iggenQn�Cntl l3niking At;4ait Residual In Product taut Narric(s) Volume ((1(y tons} Intended kaSB(5) applicable) tanua © U 0 lrclgrna ryW. 0 0 D Allcoanpoat roduced March ti t) q Y1€1$9Ek1Clr il4ll. -� April i1 35.7 Q Q No distribmions in 2019. May NnrihDorham 4'dRlr(NCE1p23&11) 49,7 ih.l q June 25A tt p Akrgusf p ti U Septernber 176.1 _ 0 ff 0 tolrer 32 3 : C] t1 NovemberD 0 tleccfralrcr lVrsailzf3€zrlanataCylt (AICfiQ23 41) 416,8 97 Q 'I'uiat rrex �ot�na �s�a>��ar= (sup) totaEs: Annual (Ery tom).1 735.7 I OLII t# ... F£tC1kf.'tiitrr. 5} used, "" kip w A ent(9) uSod: grouiarl yard waste tl a=ra:yaurcu, aumn wnntanat knionu:allon sha:ts (T"QRCv) DMSl31<(snl>1t)): - 'total Number of Form DMSD (supo, Part C:: Facility was cow Pliant during the past calendar year with all conditions of (be laud application permit S Yes (ineladiatg; bat not limited tea items 1-3 bellow) issued by the Division of'VVater Resources., 0 No � � li Flo, Expglalra In Ptaaxdtiva 1. All monitoring was done in accor€lawe with the perrult and reported for the year as Troquired rand three (3) Copies of certified laboratory results are attached. 2. All operation and maintenarree requireotents were compiled with or, in the case of u deviation, ,prior authmixatiort was rewivecl from the Division orWater Resourem 3. No contravention of Ground Water Quality Standards occurred at a monitorfng well. "I certifg, UnderPeualty oflaw, that the above information is, to the tiest of uty knowledge And ]repot, true, Accurate and complete. ) am aware that there are significant penaltics forsuhnialOug false loforatlution, Including the passibility of tine$ and imprisonmen or nowin W' Cation signat, g - bate SipgruaEnrt o.rPreparers* bate (i£ differg:nC ttOkat 1'errrkiteec) " P.reparer is defamed in 40 CI R Part 503.9(r) argil 1 SA NCAC 2`f .11 02 (26) MNR f:bRM DMSDF (1212006) 'ANNUALRESIDUAL SAMPLWG SUMMARY FORM Please note flint your permit may contain additional poraineters to be analyzedThe parameters can be reliorted In FORM RSSF - 8 WQ,Permit Number: 0040265 Laboratory. Facility Name: North Durham Composting Residual Source WQ #4)r NCO023841 NPDES 0, WWTP Name: North Durhmn WRF Residual Analvxifs Data 1) Meritech 2) Soil Control Lab 3) 4) 5) Parameter (mekg) co-n—c—.- Hinit LMEIZ111 — Safepie or C mposite Datc. 1JW-0 Lab reerrt Solids NA 66,6 2 Arsenic 75 3.6 2 Cadmium 85 1.1 2 Co per 4,300 99 2 chroxylitm NA NA NA Lead 940 35 2 Mercury i 57 NO 2 molybdemun 75 2.5 2 Nickel 420---- ;7 2 Sclenhun 100 WD 2 zhic 7,500 560 2 Total Phosphonts NA 6670 1 TKN NA 9750 1 ...... . ..... .. Ammonia -Nitro eta NA 3820 1 NA 2m 1 - wu4w uft-pu-mi YA,�muvs Enci-xitingeonrentratioll nalas fistea in this lim" are not applicahte. Reference the individual permit for metals hwiM, "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 q1'afifier1j)ersonnel properly gathered and evaluated the information submitted I am aware that there are significant Penalties for ut itti 3�157ei formation, including the possibility of fines and imprisonment for knowing violations." k siplatum of 11reparer Date 1'reparer is defined in 40 503'9(r) and 15A NCAC 21' - 1102 (26) DEER FORM RSSF (1=006) ANNUAL RESIDUA,. SAMPLING SUMMARY FG%M - B Report nil sampling aualys6 result% for parameters, not listed in FORM RSSV that are part of the WQ permit or were aanalyzed for over the past calendar year. [fie additional forms as needed. WQ PertaitNumber. 0040265 I.ralatsrsstiaryr 1) I�leritech Facility lunar: North Durham Composting 2) R esidual Source NI C0023841. 3) �il�tlWS # or'i�( a 4)� WWTJ? i ame: North Durham WRF Residual .Analvs'rs data Saar» le or C sum olio; Date Parameter (ia1/ g) I rMo Units cyanide, total < 0,500 ttT k- SUM& < MG m Flash Point > i.4f) deg i' Corrosivit (11) 5.6 un tic:ss Almnintasn 7350 m • r Ammonia -Nitrogen 3820 int k Arsenic < 0.744 i tax .k Cadmium 0.478 Mnig Calcium 128(10 nagflc copper 85. i iiF. k Lead 203 aTT lVi9 t�FEnFn 1����} IIT Mercury 0.03 1 m .k- MolybdennTrsTa i.44 zrT k "I certify, under penalty of law, that this document wag prepared under my direction or sopervisaosi. in accordaance, wifln at system designed to assure that qu liked personnel properly gathered and evaluated the information submitted. lam aware tiaat there are significant Pena es r sa m€itting also information, including the possibility of flues and imprisonment for knowing violations.' 3 Siviawre tz lareparer • Bate *Pmparer is defined in 40 E Part it3.9(r) and 15A NCAC 2T .I 102 (26) CDENR FORM RSSF - B (t 212006) ANNUAL, RESIDUAL SAMPLING SUMMARY FORM - B f1"IT 2-3 Report ;all sampling analysis results for parameters not lister! in. FORM RSSF that are part of the NVQ permit or were auaslyrzed for over the past cateadar. year Use additional fames a; needed. IVQ Permit Number: 0040265 Futility Name: North Durham Composting Rvsiduaal Source `t Cil0231141 TP Name: N or6bmth—am—W R Residual analysis Data Laboratory: I) trrieritech 2 Soil Control Lab 3) 4) 5) Sant ate or Composite l)aate I'Mmeter (tng1kg) I f212 t €. n its L,ab Nickel 113 _TAL I IT41-atc-Nitrity MtLogcn 20.1 tit I .. Percent Total Solids 67.2 % I pH 5.6 urpiiless I Phosphorus horus 6670 mgfkg I PAN 5 lb/ton 2 potassium 4540 m k I. Selenium < 0.74E _pMjg I Sodium 366 nt kg I SA 2 0.595 rugik I °I"lCN 9750 1 mg)kg I I 1*1 certify, under penalty of law, that this document was prepared under racy direction or supervision in accordance with at system designed to assure that qualified personnel properly gathered and evaluated the information submitted. I am awarethat there are significant P ies a submitt' g false information, including the possibility of fines and Imprisonment for knowing violations." Si is care<rl't'r parer Date Vreparer is defined in 40 CZ-Part5039(r) and I5A NCAC 2`f .l 102 (26) DENR. FORM RSSh � 13 (1212006) ANNUAI, PATHOGEN AND VECTOR ATTRACTION REDUCTION FORM (02T Rules) FWT _TJ I L ----------- A FacilityName: NortbDurbarnComposting WQ Permit Number: 0040265 WW TP Na me: N/A NPDES Number: N/A Monitoring Period- From 511/2019 TO 12131/2019 Pathogen Reduction (15A NCAC 02TA 106) - Please indicate level achieved and alternative performed: Class A: Aft, A (time/ternp) G Treatment) Alt. C (Prior Testing) 0 —(No F;Uf D Prior Test) . Process to Further Reduce R9 If applicable to a ternotive performed (Class A only) indicate "Process to Further Reduce Pathogens"; Zompost 2 Heat Drying i � Heat Treatment 13 Thennophille 0 Beta. Ray Ga —.— mma amma R ti i 1,1aseur I Class B: JAIL (1) l;ecaml Density Alte (2) Process to Significantly Reduce Pathogens If applicable to alternative performed (Class 8 only) indicate "Process to Significantly Reduce Pathogen.0- Lime Stabilizatio !Eg13 Compostipl 0 1 Aerobic Digestion 0 Anaerobic Digestion If applicable to alternative perfor med (Class A or Class B) complete th following monitoring data: Parameter Allowable Level in Sludge ... ........ ................ 'Pathogen Density NuMber 01 Excee- done" I-rquency of Analysis Sarnple Type AnalyLjea) ni Minimum Geo. Mean:Wxirnuni -- Unit9 Fecal Coliform 2 X 10 to [he 6th power M gram of total solids MPN : cr-u 1000 Inpil per firam of total solid (dry Weight) Salmonella bacteria (in lieu of racal I 3 MI' per 4 grants total. solid (dry < 3 MPN/4g 0 T , Comp. TMECC; Vector Attraction Reduction (15A NCAC 02T.1 107) - Please indicate alternative performed. AM (VS reduction) Alt. 2 (40-day bench) bklt. 3 (30-day bench) yut. 4 orim kapta- ---c Alt, 5 (14-Day Aerobic) RIAlt. 6 (Alk, Stabilization [3Vt 7 (Drying - Stable) gAlt. 8 (Drying - Unstable) E A . t. 9 (Injection) bAlt. 10 (Incorporation) Oqo vector attraction reduction alternatives were Derformed E CERTW41CATION STATEMENT (please check the appropriate statement) ".1 certify, under penalty of law, that the pathogen requirements in 15A. NCAC 02T .1106 and the vector attraction reduction requirement in 15A NCAC 02T.1107 have been met." 441 certify, under penalty of law, that the pathogen requirements in 15A NCAC 02T.1106 and the vector attraction reductio" requirement in 15A, NCAC 02T.1107 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 accordancewith 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." 4 -Je aA 11 7 Prepar,r a e Title type or print) 17n—dAprierlNqaandhd Title (if applicable)(type or print) 2Lwzo Signature of Pzr Date Signature of Land Applier (if applicable) Date *Preparer is defined in 40 CPR Part 503.9(r) and 15A NCAC 2T . 1102 (26) ANNUAL PATHOGEN AND VECTOR ATTRACTION REDUCTION FORM (503 Rules) FA-T-T4--j Facility Name: North Durham Composting WQ Permit Number- 0040265 WWTP Name: N/A NPOES Number: X/A Monitoring Period: Frain 511/2019 TO 12131/2019 Pathogen Reduction (40 CFR 50132) - Please indicate level achieved and alternative performed, Class A. Alternative 1 0 Alternative [I Alternative 3 0 A limative 4 0 Alternative 5 Rl Alternative 6 0 if applicable to alternative performed. (Class A only) indicate "Process to Further Reduce Pathogens": Compost 211 flew Drying 0 Heat Treatment 13 Thermophilic 0 Beta R01 ay --- Ganlm!2ft 0 L L- Pasteurization 13 Class if: Alternative 1 0 Altemad If applicable to alternative performed Claris R only) indicate "Procen to Significantly Reduce Path ens": Lime StabiflyAtion Air Drying 0 composting 0 jAcrobie Digestion 13 Anaerobic Digestion L—J If applicable to aalternaative perfoa ataed (Class A or Class B) complete the following monitoring data: Parameter Allowable.Levei in Sludge Pathogen Density Numberol Lxecc- ta Vfequency of Aludysis Sample IYpe ca Tech- Minimum Geo. Mean Ma.ximuir Units Fecal Coliform 2 x 10 to the 6th power per gram of total solids M11N CFU 1000 mpn per griurt of total solid (dry weight) Salmonella bacteria (h) licti of fecal . coliform) I 3 MP mr 4,erams total solid (dry weight) < 3 ... .... . .. 1 . Comp, TMECC I Vector Attraction Reduction (.40 CFK 503.33) - Please indicate option performed. Alt. I (VS reduction) Oklt. 2 (40-day bench) (j\1 t. 3 (30-day bench) !2kit. 4 (Spec. 02 uptake) 11 AIL 5 (14-1)ay Aerobic) 9,'Lit. 6 (Alit. Stabilization bklt 7 (Drying - Stable) 9NIt. 8 (D.rying - Unstable) -0 Alt, 9 (Injection) E3AIt. 10 (Incorporation) E34o vector attraction reduction alternatives were Derformed 0 CERTIFICATION STATEMENT (please check the appropriate statement) "I certi4v, 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." 0 "1 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 attack an explanation why you have not met one or both of the reguirements.) "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 are aware that there are si ifi t gni ican pen alties for false certification including fine and imprisonment." Goa a , t,- M. repare anre IV,, ,,In,,. Land ApplierMimean Title (if applicable)(typeor ptint) A 727 7M Signal'urecarpV'rep e Date Signature of Lxid Applier (if applicable) Date Vreparer is defined in 40 CFR Part 503.9(r) and 15A NCAC 2T. 1102 (26) ANALYTICAL CHEMISTS and BACTCRIOLOGISTS Approvedby5tallanrcatifornica . COIL CONTROL LAB Atlas Organics P.O. Box 5065 Spartanburg, SC 29304 Attn: Jim Davis Date Received: 03 Jan. 20 Sample Identification: CU02 - January Sample 1 Sample ID #: 0010040 - 1/1 TEL: 831-724-5422 FAX: 831-724-3188 www.controllabs.com Account #: 0010040-1/1-9457 Group: Jan20A #13 Reporting Date: January 14, 2020 Nutrients Dry wt. As Rcvd. units Stability Indicator: Total Nitrogen: 1.7 1.1 % CO2 Evolution Respirometery Ammonia (NH4-N): 1900 1300 mg/kg mg CO2-C/g OM/day 6.9 Nitrate (NO3-N): 18 12 mg/kg mg CO2-C/g TS/day 3.6 Org. Nitrogen (Org.-N): 1.5 1.0 % Stability Rating moderately unstable Phosphorus (as P20$); 1.7 1.1 % Phosphorus (P): 7500 5000 mg/kg Maturity Indicator: Cucumber Bioassay Potassium (as K20): 0.62 0.41 % Compost:Vermiculite (v:v) 1:2 Potassium (K): 5100 3400 mg/kg Emergence (%) 93 Calcium (Ca): 1.8 1.2 % Seedling Vigor (%) 95 Magnesium (Mg): 0.47 0.31 % Description of Plants healthy Sulfate (SO4-S): 1100 730 mg/kg Boron (Total B): 15 10 mg/kg Pathogens Results Units Rating Moisture: 0 33.4 % Sodium (Na): 0.051 0.034 % Salmonella 3 MPN14g pass Chloride (Cl): 0.044 0.029 % [Date Tested: 03 Jan. 20 pH Value: NA 4.70 unit Bulk Density: 22 33 Ib/cu ft Physical Contaminants** % by weight Carbonates (CaCO3): < 0.1 < 0.1 lb/ton Total Plastic < 0.1 Conductivity (EC5): 5.1 NA mmhoslcm Film Plastic < 0.1 Organic Matter: 53.0 35.3 % Glass <0,1 Organic Carbon: 23.0 15.0 % Metal < 0.1 Ash: 47.0 31.3 % Sharps ND C/N Ratio 14 14 ratio Total < 0.5 A Index > 10 > 10 ratio -11 Aluminum (Al): Arsenic (As): Cadmium (Cd): Chromium (Cr): Cobalt (Co) Copper (Cu): Iron (Fe): Lead (Pb): Manganese (Mn): Mercury (Hg): Molybdenum (Mo) Nickel (Ni): Selenium (Se): Zinc (Zn): *Sample was rece a dry wt. 8400 3.6 1.1 24 5.9 99 16000 35 540 < 1.0 2.5 17 < 1.0 500 41 39 1500 300 17 75 420 100 2800 actor units mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg Size Distribution MM % by weight > 50 0.0 25 to 50 0.0 16 to 25 0.6 9.5 to 16 6.5 6.3 to 9.5 6.7 4.0 to 6.3 8.8 2.0 to 4.0 14.5 < 2.0 62.8 "Greater than 4mm in size (Sharps greater than 2mm) Analyst: Assaf Sadeh procedures. `� Account No.: 0010040 - 1/1 - 9457 Group: Jan20A No. 13 INTERPRETATION: Is Your Compost Stable? Respiration Rate 6.9 mg CO2-CI g OM/day Is Your Compost Mature? Ammon iaNIN itrateN ratio Date Received 03 Jan. 20 Sample i.d. CU02 - January Sample 1 Sample I.d. No. 1/1 0010040 Page one of three 110 Ratio++-r++++++++++++++++-r+++++++++-r++++++++++++++fi-rfi+++++-r++++k+++++a-+++4•+++++++++.. t[ ;(yltu? _10ure. Ammonia N ppm 1900 mglkg++++++++++++++++++++*++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ dry wt. M.0toraj lvlature _ ...I:rhtalatu . Nitrate N ppm 18 mglkg +++++++++++*++ dry wt._' toes, pH value 4.70 units+++++-r+f+++f+++++++++++++++++++++++++ t a Ce �. -.., Cucumber Emergence 93.3 percent+++++++++++++++++++-r++++++t++++++++++++++++.+++++++++++++++++++++++++++++ t Is Your Compost Safe Regarding Health? Fecal Coliform Does Your Compost Provide Nutrients or Organic Matter? Nutrients (N+P205+K20) 4.0 Percent dry wt. Aglndex (Nutrients! Sod 15 Ratio Plant Available Nitrogen 5 Ibslton wet wt. C/N Ratio 14 Ratio Soluble Available Nutrients 5.1 mmhoslcm dry wt. Lime Content (CaCO3) 0 Lbslton dry wt. What are the physical properties of your compost? Percent Ash 47.0 Percent dry wt. Sieve Size % > 6.3 MM 13.9 Percent dry wt. Account No.: Date Received 03 Jan. 20 0010040 - 111 - 9457 Sample i.d. CU02 - January Sample 1 Group: Jan20A No. 13 Sample I.d. No. 1/1 0010040 INTERPRETATION: Page two of three Is Your Compost Stable? Respiration Rate 6.9 Moderate -selected use mg CO2-C/9 OM/day The respiration rate is a measurement of the biodegradation rate of the organic matter in the sample (as received). The respiration rate is determined by measuring the rate at which CO2 is released under optimized moisture and temperature conditions. Is Your Compost Mature? AmmoniaN.NitrateN ratio 110 immature Composting to stabilize carbon can occur at such a rapid rate that sometimes phytotoxins remain in the compost and must be neutralized before using in high concentrations or in high -end uses. This Ammonia N ppm step is called curing. Typically ammonia is in excess with the break -down of organic materials resulting 1900 immature in an increase in pH. This combination results in a loss of volatile ammonia (it smells). Once this toxic Nitrate N ppm ammonia has been reduced and the pH drops, the microbes convert the ammonia to nitrates. A low 18 immature ammonia + high nitrate score is indicative of a mature compost, however there are many exceptions. pH value For example, a compost with a low pH (<7) will retain ammonia, while a compost with high lime content 4.70 immature can lose ammonia before the organic fraction becomes stable. Composts must first be stable before curing indicators apply. Cucumber Bioassay 93.3 Percent Cucumbers are chosen for this test because they are salt tolerant and very sensitive to ammonia and organic acid toxicity. Therefore, we can germinate seeds in high concentrations of compost to measure phytotoxic effects without soluble salts being the limiting factor. Values above 8015 for both percent emergence and vigor are indicative of a well -cured compost. Exceptions include very high salts that affect the cucumbers, excessive concentrations of nitrates and other nutrients that will be in range when formulated to make a growing media. Your Compost Safe Regarding Health? Fecal Coliform Not tested 1 g dry wt. Fecal coliforms can survive in both aerobic and anaerobic conditions and is common in all initial compost piles. Most human pathogens occur from fecal matter and all fecal matter is loaded in fecal coliforms. Therefore fecal coliforms are used as an indicator to determine if the chosen method for pathogen reduction (heat for compost) has met the requirements of sufficient temperature, lime and mixing. If the fecal coliforms are reduced to below 1000 per gram dry wt. it is assumed all others pathogens are eliminated. Potential problems are that fecal coliform can regrow during the curing phase or during shipping. This is because the conditions are now more favorable for growth than during the composting process. Salmonella Bacteria Less than 3 314g dry wt. Salmonella is not only another indicator organism but also a toxic microbe. It has been used in the case of biosolids industry to determine adequate pathogen reduction. Metals Pass The ten heavy metals listed in the EPA 503 regulations are chosen to determine if compost can be applied to ag land and handled without toxic effects. Most high concentrations of heavy metals are derived from woodwaste feedstock such as chrome -arsenic treated or lead painted demolition wood. Biosolids are rarely a problem. Does Your Compost Provide Nutrients or Organic Matter? Nutrients (N+P205+K20) 4.0 Average nutrient content This value is the sum of the primary nutrients Nitrogen, Phosphorus and Potassium. Reported units are consistent with those found on fertilizer formulations. A sum greater than 5 is indicative of a compost with high nutrient content, and best used to supply nutrients to a receiving soil. A sum below 2 indicates low nutrient content, and is best -used to improve soil structure via the addition of organic matter. Most compost falls between 2 and 5. Account No.: Date Received 03 Jan. 20 0010040 - 1/1 - 9457 Sample i.d. CU02 - January Sample 1 Group: Jan20A No. 13 Sample W. No. 1/1 0010040 INTERPRETATION: Page three of three Aglndex (Nutrients/Na+CI) 15 High nutrient ratio Composts with low Aglndex values have high concentrations of sodium and/or chloride compared to nutrients. Repeated use of a compost with a low Aglndex (< 2) may result in sodium and/or chloride acting as the limiting factor compared to nutrients, governing application rates. These composts may be used on well -draining soils and/or with salt -tolerant plants. Additional nutrients form another source may be needed if the application rate is limited by sodium or chloride. If the Aglndex is above 10, nutrients optimal for plant growth will be available without concern of sodium and/or chloride toxicity. Composts with an Aglndex of above 10 are good for increasing nutrient levels for all soils. Most composts score between 2 and 10. Concentrations of nutrients, sodium, and chloride in the receiving soil should be considered when determining compost application rates. The Aglndex is a product of feedstock quality. Feedstock from dairy manure, marine waste, industrial wastes, and halophytic plants are likely to produce a finished compost with a low Aglndex. Plant Available Nitrogen (lbslton) 5 Low N Provider Plant Available Nitrogen (PAN) is calculated by estimating the release rate of Nitrogen from the organic fraction of the compost. This estimate is based on the respiration rate, ammonia, and nitrate values. Despite the PAN value of the compost, additional sources of Nitrogen may be needed during the growing season to offset the Nitrogen demand of the microbes present.in the compost. With ample nutrients these microbes can further breakdown organic matter in the compost and release bound Nitrogen. Nitrogen demand based on a high CIN ratio is not considered in the PAN calculation because additional Nitrogen should always be supplemented to the receiving soil when composts with a high CIN ratio are applied, CIN Ratio 14 Indicates maturity As a guiding principal, a CIN ratio below 14 indicates maturity and above 14 indicates immaturity, however, there are many exceptions. Large woodchips (>6.3mm), bark, and redwood are slow to breakdown and therefore can result in a relatively stable product while the CIN ratio value is high. Additionally, some composts with chicken manure and/or green grass feedstocks can start with a CIN ratio below 15 and are very unstable. A CIN ratio below 10 supplies Nitrogen, while a ratio above 20 can deplete Nitrogen from the soil. The rate at which Nitrogen will be released or used by the microbes is indicated by the respiration rate. If the respiration rate is too high the transfer of Nitrogen will not be controlable. Soluble Nutrients & Salts (EC5 wlw dw - mmhoslcm) 5.1 Average salts This value refers to all soluble ions including nutrients, sodium, chloride and some . soluble organic compounds. The concentration of salts will change due to the release of salts from the organic matter as it degrades, volatilization of ammonia, decomposition of soluble organics, and conversion of molecular structure. High salts + high Aglndex is indicative of a compost high in readily available nutrients. The application rate of these composts should be limited by the optimum nutrient value based on soil analysis of the receiving soil. High Salts + low Aglndex is indicative of a compost low in nutrients with high concentrations of sodium and/or chloride. Limit the application rate according to the toxicity level of thesodium and/or chloride. Low salts indicates that the compost can be applied without risking salt toxicity, is likely a good source of organic matter, and that nutrients will release slowly over time. Lime Content (lbs. per ton) 0 Low lime content Compost high in lime or carbonates are often those produced from chicken manure (layers) ash materials, and lime products. These are excellent products to use on a receiving soil where lime has been recommended by soil analysis to raise the pH. Composts with a high lime content should be closely considered for pH requirements when formulating potting mixes. Physical Properties Percent Ash 47.0 Average ash content Ash is the non -organic fraction of a compost. Most composts contain approximately 50% ash (dry weight basis). Compost can be high in ash content for many reasons including: excess minerilzation(old compost), contamination with soil base material during turning, poor quality feedstock, and soil or mineral products added. Finding the source and reducing high ash content is often the fastest means to increasing nutrient quality of a compost. Particle Size %> 6.3 MM (0.25") 13.9 May restrict use Large particles may restrict use for potting soils, golf course topdressings, seed -starter mixes, and where a fine size distribution is required. Composts with large particles can still be used as excellent additions to field soils, shrub mixes and mulches. Plant Available Nitrogen (PAN) calculations: PAN = (X * (organic N)) + ((NH4-N) + (NO3-N)) X value = If RR < 2 then X = 0.1 If RR =2.1 to 5 then X = 0.2 If RR =5.1 to 10 then X = 0.3 If RR > 10 then X = 0A Note: If CIN ratio > 15 additional N should be applied RR = Respiration rate Estimated available nutrients for use when calculating application rates lbslton (As Rcvd.) Plant Available Nitrogen (PAN) 4.6 Ammonia (NH4-N) 2.60 Nitrate (NO3-N) 0.02 Available Phosphorus (P205*0.64) 14.5 Available Potassium (K20) 8.2 Meritech, Inc. Environmental Laboratory Laboratory Certification No.165 Contact: AIston Sandzen Client: Atlas Organics 2115 East Club Blvd Durharn, NC 27704 Page 1 Report Date: 1/17/2020 Project: CV02-B Date Sample Rcvd: 1/2/2020 Meritech Work Order # 01022087 Sample: CV02- January Sample Composite 1/2/2020 1311- TCLP Metals Parameter Results Analysis Date Det. LimitReg. Limit et ad Arsenic <0.100 mg/L 1/9/2020 0.100 5.0 EPA 200.7 Barium 1.29 mg/L 1/9/2020 0.050 100.0 EPA 200.7 Cadmium <0.020 mg/L 1/9/2020 0.020 1.0 EPA 200.7 Chromium 0.114 mg/L 1/9/2020 0.050 5.0 EPA 200.7 Lead 0.429 mg/L 1/9/2020 0.100 5.0 EPA 200.7 Mercury <0.02 mg/L 1/7/2020 0.02 0.2 EPA 245.1 Selenium <0.100 mg/L 1/9/2020 0.100 1.0 EPA 200.7 Silver <0.050 mg/L 1/9/2020 0.050 5.0 EPA 200.7 TCLF Organics Parameter Results Analysis Date Reporfing Li it Method Volatiles 8260 Attached 1/15/2020 - 8260 Semi Vol. 8270 Attached 1/13/2020 - 8270 Other Tests Parameter Results Analysis Date Reportiakg Limit Method Cyanide, total <0.500 mg/kg 1/10/2020 0.500 mg/kg EPA 335.4 Sulfide <10.0 mg/kg 1/7/2020 10.0 mg/kg SM4500S2DB Flash Point >140 a 1/7/2020 - EPA 1020E Corrositivity (pH) 5.6 S.U. 1/7/2020 1.0 -14.0 S.U. SM 4500 HB 642 Tamco Road, Reidsviile, North Carolina 27320 tel.(336)342-4748 fax.(336)342-1522 Meritech, Inc. Environmental Laboratory Laboratory Certification No. 165 Contact: Alston Sandzen Client: Atlas Organics 2115 Bast Club B1vd Durham, NC 27704 Page 2 Report Date: 1/17/2020 .Project: CV02-B Date Sample Rcvd: 1/2/2020 Meritech Work Order # 01022087 Sample: CV02- January Sample Composite 13 11 - TCLP Pesticides & Herbicides pesticide - SW-846 8[D81A 1/2/2020 Earameter Results al si Date Det. Limit e . Limit Dilution Factor Endrin Attached - Chlordane Attached Toxaphene Attached Methoxychlor Attached Heptachlor Attached Lindane Attached _ Herbicides - S'M-846 $151A Parameter Results Analysis Date Det. Limit Reg. Limit Dilution Factor 2,4-D Attached 2,4,5-TP (Silvex) Attached 642 Tamco Road, Reidsville, North Carolina 27320 tel.(336)342-4748 fax.(336)342-1522 Contact: Alston Sandzen Date: Page 3Report 1/17/2020 Client, Atlas Organics 2115 .East Club Blvd Project: CV02-B Durham, NC 27704 Date Sample Rcvd: 1/2/2020 Meritech Work Order # 01022087 Sample: CV02- January Sample Composite 1/2/2020 Parameter Ro$glts Analvsi ate Reporting Limit Method % Total Solids 67.2 % 1/7/2020 0-100 % SM 2540B Ammonia, Nitrogen 3820 mg/kg 1/7/2020 10 mg/kg EPA 350.1 TKN 9,750 mg/kg 1/9/2020 20 mg/kg EPA 351.1 Nitrate/Nitrite, Nitrogen 20.1 mg/kg 1/6/2020 50.0 mg/kg EPA 353.2 Aluminum, total 7,350 rang/kg 1/7/2020 2.50 mg/kg EPA 200.7 Arsenic, total <0.744 mg/kg 1/7/2020 0.744 mg/kg EPA 200.7 Cadmium, total 0.478 mg/kg 1/7/2020 0.200. mg/kg . EPA 200.7 Calcium, total 12,800 mg/kg 1/7/2020 10.0 mg/kg EPA 200.7 Copper, total 85.1 mg/kg 1/7/2020 1.00 nag/kg EPA 200.7 Lead, total 20.7 mg/kg 1/7/2020 0.500 mg/kg EPA 200.7 Magnesium, total 3,980 mg/kg 1/7/2020 10.0 mg/kg EPA 200.7 Mercury, total 0.030 mg/kg 1/7/2020 0.02 mg/kg EPA 245.1 Molybdenum, total 1.44 mg/kg 1/7/2020 0.500 mg/kg .EPA 200.7 Nickel, total 11.3 mg/kg 1/7/2020 2.0 mg/kg EPA 200.7 Phosphorus, total 6,670 mg/kg 1/7/2020 2.00 mg/kg EPA 200.7 Potassium, total 4,540 mg/kg 1/7/2020 20.0 mg/kg EPA 200.7 Selenium, total <0.744 mg/kg 1/7/2020 0.744 mg/kg EPA 200.7 Sodium, total 366 mg/kg 1/7/2020 20.0 mg/kg EPA 200.7 Zinc, total 518 mg/kg 1/7/2020 0.500 mg/kg EPA 200.7 SAR 0.595 mg/kg 1/7/2020 - - pH 5.6 S.U. 1/7/2020 1.0 - 14.0 S.U. SM 4500-HB ,!hereby certify that I have reviewed and approve these data. APJL�Representative 642 Tamco Road, Reidsville, North Carolina 27320 tel.(336)342-4748 fax.(336)342-1522 MERITECH, INCO Environmental Laboratories Laboratory Certificate #165 CIient: Atlas Organics Project: CV02-B Client Sample ID: CV02-January Sample I Sample Collection: 01/02/20 Meritech Sample ID: 01022087 1.311 - TCLP Organics Volatiles: SW-846 8260 Analysis: 01/I5/20 Extraction: 01/06/20 Analyst: VWV Report Date: 01/16/20 Parameter Result Units Det. Limit Rea. Limit Dilution Factor Benzene < 0.0100 mg/L 0.0100 0.50 10 Carbon Tetrachloride < 0,0100 mg/L 0.0100 0.50 10 Chlorobenzene < 0.0100 mg/L 0.0I00 100 10 Chloroform < 0.0100 mg/L 0.0100 6.0 10 1,2-Dichloroethane < 0.0100 mg/L 0.0100 0.50 10 I,I-Diehloroethene <0.0100 mg/L 0.0100 0.70 10 Methyl Ethyl Ketone < 0,100 mg/L 0.100 200 10 Tetrachloroethylene < 0,0100 mg/L, 0.0100 0.70 10 Trichloroethene < 0.0100 mg/L 0.0I00 0.50 10 Vinyl Chloride < 0.0200 mg/L 0.020 0.20 10 Semi-Volatiles: 5W-846 8270 Analysis: 01/13/20 Extraction: 01/06/20 Analyst: PM Report Date: 01/15/20 Parameter Result Units Det. Limit Re.L iimit Dilution Factor 1,4-Dichlorobenzene <0.100 mg/L 0.100 7.5 10 Hexaehlorobenzene <0.100 mg/L 0.100 0.13 10 Hexachloro-1,3-butadiene <0.100 mg/L 0.100 0.5 10 Hexachloroethane <0.100 mg/L 0.100 3.00 10 o-cresol <0.100 mg/L 0.100 200 10 m&p-cresol <0.200 mg/L 0.200 200 10 Total cresols <0.300 mg/L 0,300 200 10 Nitrobenzene <0.100 mg/L, 0.100 2.00 10 Pentachlorophenol <0.500 mg/L 0.500 100 i0 Pyridine <0.100 mg/L 0.100 5.0 10 2,4,5-Trichlorophenol <0.100 mg/L 0.100 400 10 2,4,6-T»chlorophenol <0.100 mg/L 0.100 2.00 10 2,4-Dinitrotoluene <0.100 mg/L 0.100 0.13 10 I hereby certify that I have reviewed and approve these data. �/u ' Laboratory Representative 642 Tamco Road * Reidsville, NC 27320 (336) 342-4748 * info@me~ritechlabs.com Analytical/Process Consultations 3 3 Toxicity Characteristic Leachate .Procedure (TCLP) Analysis for Meritech, Inc., collected 02 JateUa 2020) 01022087 EPA HW Quantitation Results Characteristic Number Contaminant Limit mp-/L3 a€rta/L Le%,el mgl EPA Method Analvst 1. TCLP P ESTICIDESMERBICIDES D-020 Chlordane D-016 2,4-D D-012 Endrin l -031 Heptaeblor D-013 Lindane D-014 Methoxychlor D-015 Toxaphene D-017 2.4,5-TP(Silvex) Sample Number Sample gate Sample Time (hrs) Sample Matrix Date Analyzed 0.003 BQL 0.030 8081 MG 1.000 BQL 10.0 8151 MG 0.002 BQL 0.020 8081 MG 0.0009 BQL 0.008 8081 MG 0.040 BQL 0.400 808.1 MG 1.000 BQL 10.0 SOS] MG 0.05 BQL 0.500 8081 MG 0.100 13QL 1.00 8151 MG 76789-01 01/02/20 0924 Sludge 01/17/20 rur!A" m-Migrams per kilogrsm = parts per rni€€inn tppm) BQL = 13c1cw Quantitation Limits North Durham Composting 2019 Composting Temperature Monitoring Logs All Temperatures are in Deg F Pile Name BA1 - 2019 Pile Name: BB1 - 2019 Date Temp 1 Temp 2 Temp 3 AmblentTemp Notes 5/3/2019 98 102 107 76 Build day 5/6/2019 134 142 143 74 5 7 2 19 136 141 44 8 5/8/2019 135 140 137 80 PFPR met 5/9/2019 135 197 132 82 5/10/2019 131 13.9 134 75 5/13/2019 13.6 129 133 69 5/14/2019 134 139 13.2 63 5/15/2019 132 132 134 73 5/16/2019 136 136 136 77 5/17/2019 ; 136 136 136 61 5/20/2019 136 141 139 87 VAR met 5/21/2019 135 139 138 77 5/22/2019 138 140 142 79 5/23/2019 133 14C 141 84 5/24/2019 139 139 142 93 5/28/20191 141 143 140 96 5/29/2019 138 138 140 96 5/30/2019 136 139 142 93 5/31/2019 138 138 138 80 6/3/2019 132 135 137 81 6/4/2019 135 138 137 78 6/5/2019 134 140 137 79 6/6/2019 137 14C 143 95 6/7/2019 138 140 140 73 6/10/2019 132 136 133 86 6/11/2019 134 138 137 80 6/12/2019 134 131 130 71 6/13/2019 126 1 124 13C 77 6/14/2019 134 138 133 75 6/17/2019 130 129 128 93 6/18/2019 131 133 131 90 6/19/2019 129 129 126 86 6/20/2019 127 124 128 84 6/21/2019 128 134 132 84 6/24/2019 132 134 132 92 6/23/2019 132 132 134 88 6/26/2019 136 135 134 89 6/27/2019 135 131 133 93 6/28/2019 134 136 131 72 7/1/2019 130 132 132 89 7/2/2019 136 134 132 94 7/3/2019 133 132 131 94 7/8/2019 132 132 130 87 7/9/2019 126 131 130 74 7/10/20191 132 129 128 89 Day I Temp 1 Temp 2 Temp 3 Amblent Temp Notes 5/3/20191 97 98 100 76 Build day 5/6/2019 140 138 137 74 5 140 140 142 80 5/8/2019 138 132 133 80 PFRP met 5/9/2019 139 135 140 82 5110/2019: 132 131 137 75 5/13/2019 134 137 136 59 5/14/2019 136 132 133 63 5/15/2019 133 133 142 73 5/16/2019 134 132 136 77 5/17/2019 135 132 136 61 5/20/2019 140 140 139 87 VAR met 5/21/2019 139 138 139 77 5/22/2019 142 142 141 79 5/23/2019 144 141 137 84 5/24/2019 142 140 142 93 3/28/2019 142 141 137 96 5/29/2019 136 135 139 96 5/30/2019 138 134 138 93 5/31/2019 138 136 136 80 6/3/2019 135 135 138 81 6/4/2019 137 137 136 78 6/5/2019 136 136 138 79 6/6/2019 138 139 139 95 6/7/2019 138 141 142 73 6/10/2019 133 134 136 86 6/11/2019 141 131 132 80 6/12/2019 130 128 128 71 6/13/2019 13C 130 136 77 6/14/2019 128 131 136 75 6/17/2019 130 128 134 93 6/18/2019 132 131 131 90 6/19/2019 135 131 133 86 6/20/2019 130 132 129 84 5/21/2019 135 135 136 84 6/24/2019 131 135 136 92 6/25/2019 122 133 132 88 6/26/2019 132 132 133 89 6/27/2019 130 132 136 93 6/28/2019 132 131 132 71 7/1/2019 130 128 131 89 7/2/2019 132 130 132 94 7/3/2019 135 136 132 94 7/8/2019 131 126 128 87 7/9/2019 131 124 125 74 7/10/2019 132 124 124 89 Pile Name BA1 - 2019 PHe Name: BB1 - 2019 Date Temp 1 Temp 2 Temp 3 AmbientTemp Notes 7/11/2019 131 130 128 93 7/12/2019 130 126 128 90 7/15/2019 126 123 117 95 7/16/2019 128 128 126 93 7/17/2019 127 125 126 98 7/18/2019 126 128 129 93 7/19/2019 124 128 128 77 7/22/2019 123 119 117 86 7/23/2019 126 119 116 72 7/24/2019 125 128 128 82 7/25/2019 123 128 124 83 7/26/2019 122 128 126 85 7/29/2019 117 126 129 82 7/30/2019 127 121 115 85 7/31/2019 124 126 126 87 8/1/2019 128 130 130 73 8/2/2019 122 128 128 69 8/5/2019 130 132 133 85 8/6/2019 130 130 131 74 8/7/2019 129 125 126 77 8/8/2019 122 131 136 81 8/9/2019 126 129 132 70 8/12/2019 133 132 130 83 8/13/2019 136 134 134 79 8/14/2019 134 135 133 92 8/15/2019 133 131 128 90 8/16/2019 131 130 128 78 8/19/2019 131 127 129 93 8/20/2019 130 132 128 89 8/21/2019 128 133 134 79 8/22/2019 125 123 125 91 8/23/2019 122 126 124 89 8/26/20191 136 131 130 86 8/27/2019 122 142 135 69 8/28/2019 132 132 131 80 8/29/2019 122 132 120 65 8/30/2019 121 126 119 87 9/3/2019 124 121 126 90 9/4/2019 134 132 129 90 9/5/2019 133 131 126 75 9/6/2019 120 127 126 80 9/9/2019 128 131 132 81 9/10/2019 121 143 136 89 9/11/2019 130 142 138 91 9/12/2019 134 134 135 96 9/13/2019 140 139 135 80 9/16/2019 132 154 141 91 9/17/2019 140 138 137 78 9/18/2019 140 136 138 64 9/19/2019 146 145 146 73 9/20/2019 154 153 148 79 Day Temp 1 Temp 2 Tem p 3 Ambient Temp Notes 7/11/2019 131 129 122 93 7/12/2019 130 127 124 90 7/15/2019 135 131 130 95 7/16/2029 130 122 122 93 7/17/2019 127 122 120 98 7/18/2019 128 120 122 93 7/19/2019 128 124 124 77 7/22/2019 133 129 124 86 7/23/2019 129 125 126 72 7/24/2019 126 122 123 82 7/25/2019 128 127 130 83 7/26/2019 128 122 124 85 7/29/2019 129 122 127 82 7/30/2019 124 127 117 86 7/31/2019 127 124 124 87 8/1/2019 128 126 125 73 8/2/2019 130 125 122 69 8/5/2019 132 130 127 83 8/6/2019 130 126 128 74 8/7/2019 130 128 129 77 8/8/2019 138 128 131 81 8/9/2019 136 130 131 70 8/12/2019 130 122 126 83 8/13/2019 130 126 128 79 8/14/2019 127 129 126 92 8/15/2019 130 129 127 90 8/16/2019 132 124 120 78 8/19/2019 132 132 135 93 8/20/2019 130 129 131 89 8/21/2019 127 124 125 79 8/22/2019 130 127 129 91 8/23/2019 130 124 125 89 8/26/2019 128 120 126 86 9/27/2019 139 131 138 69 8/29/2019 128 126 128 80 8/29/2019 133 135 139 65 8/30/2019 131 133 130 87 9/3/2019 128 118 124 90 9/4/2019 127 127 127 90 9/5/2019 125 121 123 75 9/6/2019 122 124 122 80 9/9/2019 132 131 129 81 9/10/2019 132 133 134 89 9/11/2019 132 133 132 91 9/12/2019 131 128 130 96 9/13/2019 132 128 123 80 9/16/2019 135 139 160 91 9/17/2019 138 136 130 78 9/18/2019 141 140 132 64 9/19/2019 136 134 136 73 9/20/20191 138 136 1 136 79 Pile Name BA1 -2019 Pile Name: BB1 -2019 Date Tempi Temp 2 Temp 3 Ambient Temp Notes 9/23/2019 151 152 148 89 9/25/2019 148 153 148 81 9/26/2019 142 156 150 92 9/27/2019 142 154 146 84 9/30/2019 146 128 112 73 10/1/2019 144 147 144 85 10/2/2019 146 156 150 93 10/3/2019 136 154 147 98 10/4/2019 161 156 119 93 10/7/2019 136 159 150 81 10/8/2019 158 154 140 66 10/9/2019 154 153 120 60 10/14/2019 129 130 125 60 10/15/2019 130 150 146 53 10/16/2019 138 150 145 62 10/17/2019 142 160 148 47 10/19/2019 145 160 138 50 10/21/2019 152 154 154 55 10/22/2019 151 160 110 70 10/23/2019 156 168 118 63 10/24/2019 158 165 132 67 10/25/2019 158 168 154 73 10/28/2019 16C 165 135 84 10/29/2019 152 160 128 63 10/30/2019 158 168 150 62 10/31/2019 151 160 151 73 11/1/2019 154 153 127 43 11/4/2019 166 168 145 63 11/5/2019 162 165 150 75 11/6/2019 150 153 115 62 11/7/2019 156 158 148 68 11/8/2019 150 154 156 46 11/11/2019 156 156 138 46 I V12/2019 163 151 130 37 11/13/2019 160 149 137 38 11/14/2019 160 154 130 43 11/15/2019 163 148 136 43 11/18/2019 161 140 110 42 11/19/2019 146 132 110 45 11/20/2019 159 130 110 39 11/21/2019 139 140 138 32 11/22/2019 150 130 112 53 11/26/2019 140 112 108 63 11/27/2019 152 118 104 52 11/29/2019 158 120 122 33 12/3/2019 156 110 102 49 12/4/2019 154 122 108 55 12/5/2019 152 110 90 54 12/6/2019 142 120 120 55 12/7/2019 140 108 90 50 12/9/2019 153 123 118 44 Day Temp 1 Temp 2 TeZ2 3 AmbientTem Notes 9/23/2019 140 140 130 89 9/25/2019 162 132 138 81 9/26/2019 161 136 140 92 9/27/2019 146 134 136 84 9/30/2019 146 138 132 73 10/1/2019 140 130 135 85 10/2/2019 142 134 138 93 10/3/2019 160 143 140 98 10/4/2019 152 140 131 93 10/7/2019 130 130 138 81 10/8/2019 130 13C 125 66 10/9/2019 149 149 151 60 10/14/2019 128 135 122 60 10/15/2019 136 134 132 53 10/16/2019 142 130 132 62 10/17/2019 138 138 138 47 10/18/2019 140 150 140 50 10/21/2019 145 150 140 55 10/22/2019 145 150 140 70 10/23/2019 152 148 139 63 10/24/2019 150 145 140 67 10/25/2019 158 150 140 73 10/28/2019 150 142 138 84 10/29/2019 155 153 141 63 10/30/2019 160 140 140 62 10/31/2019 153 151 142 73 11/1/2019 148 142 135 43 11/4/2019 150 138 136 63 11/5/2019 161 162 155 75 11/6/2019 154 159 145 62 11/7/2019 160 150 138 68 11/8/2019 152 144 136 46 11/11/2019 160 138 130 46 11/12/2019 155 145 130 37 11/13/2019 150 148 123 38 11/14/2019 158 138 125 43 11/15/2019 152 149 143 43 11/18/2019 152 141 136 42 11/19/2019 156 148 138 45 11/20/2019 156 155 144 39 11/21/2019 156 148 136 32 11/22/2019 152 147 139 53 11/26/2019 155 146 130 63 11/27/2019 152 138 134 52 11/29/2019 150 138 130 33 12/3/2019 150 134 132 49 12/4/2019 145 130 124 55 12/5/2019 148 136 122 54 12/6/2019 144 138 122 55 138 130 119 50 L12/7/2019 12/9/2019 148 134 122 44 Pile Name BA1 - 2019 Pile Name: BB1 - 2019 Date Temp 1 Temp 2 Temp 3 Ambient Temp Notes 12/10/2019 128 100 82 75 12/11/2019 110 102 98 44 12/12/2019 131 121 100 36 12/13/2019 90 88 84 46 12/16/2019 70 68 70 67 Teardown Pile Name: BC1 - 2019 Day Temp 1 Temp 2 Temp 3 Ambient Temp Notes 9/4/2019 106 98 91 90 Build day 9/5/2019 115 119 117 75 9/6/2019 114 110 120 80 9/9/2019 131 130 130 81 9/10/2019 143 140 139 89 9/11/2019 143 146 149 91 9/12/2019 146 149 138 96 PRFP met 9/13/2019 150 14.8 148 80 9/1612019. 140 152 150 91 9/17/2019 140 145 148 78 9/18/20191 146 144 146 64 9/19/2019 141 142 146 73 9/20/2019 140 140 144 79 9/23/2019 142 138 144 89 VAR met 9/25/2019 146 140 140 81 9/26/2019 148 144 144 92 9/27/2019 145 142 149 84 9/30/20191 132 138 142 73 10/1/20191 135 140 140 85 10/2/2019 138 136 140 93 10/3/2019 130 139 140 98 10/4/2019 120 139 137 93 10/7/2019 134 134 140 81 10/8/2019 123 131 132 66 10/9/2019 125 134 138 60 10/10/2019 123 128 124 75 10/11/2019 117 119 127 78 10/14/2019 130 132 130 60 10/15/2019 134 132 136 53 10/16/2019 140 136 136 61 10/17/2019 146 138 140 47 10/18/2019 150 157 155 50 10/21/2019 154 162 150 55 10/22/2019 135 150 150 70 10/23/2019 140 160 152 63 10/24/2019 158 160 140 67 10/25/2019 156 154 154 73 10/28/2019 160 160 140 84 10/29/2019 156 149 144 63 10/30/2019 152 156 154 62 10/31/2019 131 141 147 73 11/1/2019 148 151 140 43 11/4/2019 142 150 15C 63 11/5/2019 154 155 150 75 11/6/2019 121 143 146 62 11/7/2019 154 152 154 68 11/8/2019 138 151 153 46 11/11/2019 146 156 156 46 11/12/2019 154 154 144 37 11/13/2019 122 142 139 38 11/14/2019 140 148 140 43 .11/15/20191 127 142 137 43 11/18/20191 122 152 133 42 Day Temp 1 Temp 2 Temp 3 AmblentTemp Notes 12/10/2019 140 128 120 75 12/11/2019 112 102 108 44 12/12/2019 87 79 90 36 12/13/2019 84 84 85 46 12/16/2019 80 80 11 78 67 12/17/20191 72 74 1 68 64 iTeardown Pile Name; BD1 -2019 Day Temp 1 Temp 2 Temp 3 Ambient Temp Notes 9/5/2019 86 91 89 75 Build day 9/6/2019 110 110 104 80 9/9/2019 127 129 124 81 9/10/2019 139 137 140 89 9/11/2019 142 140 144 91 9/12/2019 140 140 145 95 PFRP met 9/13/2019 146 140 146 80 9/16/2019 139 140 142 91 9/17/2019 138 128 140 78 9/18/2019 140 132 138 64 9/19/2019. 134 135 141 73 9/20/2019 136 _ 133 138 79 9/23/2019 132 138 142 89 9/25/2019 132 136 138 81 VAR met 9/26/2019 136 138 142 92 9/27/2019 144 142 144 84 9/30/2019 158 150 151 73 10/1/2019 146 138 146 85 10/2/2019 140 136 140 93 10/3/2019 130 120 127 98 10/4/2019 130 120 120 93 10/7/2019 122 124 133 81 10/8/2019 119 110 120 66 10/9/2019 112 100 122 60 10/10/2019 117 115 115 75 10/11/2019i 122 125 121 78 10/14/2019 121 130 128 60 10/15/2019 124 133 132 53 10/16/2019 128 138 139 61 10/17/2019 130 136 139 47 10/18/2019 140 134 135 50 10/21/2019 142 140 148 55 10/22/2019 141 139 140 70 10/23/2019 146 147 152 63 10/24/2019 150 140 138 67 10/25/2019 146 142 144 73 10/28/2019 144 130 150 84 10/29/2019 139 138 139 63 10/30/2019 144 149 152 62 10/31/2019 134 138 139 73 11/1/2019 142 135 145 43 11/4/2019 144 152 158 63 11/5/2019 140 130 140 75 11/6/20191 136 132 136 62 11/7/2019 140 132 150 68 11/11/2019 132 130 144 46 11/12/2019 128 122 142 37 11/13/2019 132 133 147 38 11/14/2019 126 121 131 43 11/15/2019 123 124 137 43 11/18/2019 126 127 120 42 11/19/2019 121 119 134 45 11/20/2019 122 129 122 39 Pile Name: 8C1 - 2019 Day Temp 1 Temp 2 Tem 3 AmblentTemp PFRP/VAR 11/19/2019 125 148 132 45 11/20/2019 124 142 139 39 11/21/2019 130 144 140 32 11/22/2019 132 140 148 53 11/26/2019 139 148 136 63 11/27/2019 141 149 135 52 11/29/2019 122 150 127 33 12/3/2019 130 144 136 49 12/4/2019 131 150 127 55 12/5/2019 125 148 126 54 12/6/2019 120 146 142 55 12/7/2019 120 140 124 50 12/9/2019 140 146 136 44 12/10/2019 139 120 122 75 12/11/2019 114 134 132 44 12/12/2019 122 131 152 36 12/13/2019 120 154 140 46 12/16/2019 120 138 118 67 12/17/2019 132 148 148 64 12/18/2019 131 135 131 47 Teardown Pile Name: BD1 -2019 Day Temp 1 Temp 2 Temp 3 AmblentTemp PFRP/VAR 11/21/2019 122 120 128 32 11/22/2019 122 134 120 53 11/26/2019 122 120 140 63 11/27/2019 126 118 121 52 11/29/2019 118 120 118 33 12/3/2019 120 116 126 49 12/4/2019 114 120 116 55 12/5/2019 120 124 148 54 12/6/2019 114 112 138 55 12/7/2019 78 76 74 50 12/9/2019 82 66 80 44 12/10/2019 126 138 130 75 12/10/2019 78 62 92 75 12/11/2019 59 76 82 44 12/12/2019 74 64 75 36 12/12/2019 133 132 36 12/13/2019 92 86 92 46 12/16/2019 108 106 92 67 12/17/2019 110 104 118 64 12/18/2019 118 98 82 47 12/19/2019 112 102 98 42 172/20/20191 112 80 104 26 Teardown Pile Name: BE1 - 2019 Day I Terri1 Temp 2 Temp 3 Ambient Temp Notes 12/4/2019 76 78 82 55 Build day 12/5/2019 82 84 99 54 12/6/2019 92 98 111 55 12/7/2019 120 115 120 50 12/9/2019 120 121 120 44 12/10/2019 120 120 119 75 12/11/2019 132 126 134 44 12/12/2019 131 134 131 36 12/13/2019 124 132 126 46 12/16/2019 134 132 134 67 12/17/2019 132 134 131 64 12/18/2019 132 133 131 47 PFRP met 12/19/2019 121 124 124 42 12/20/2019 112 118 115 26 12/23/2019 122 119 126 43 12/24/2019 126 122 124 43 12/26/2919 120 121 126 66 12/27/2019 130 126 138 46 12/30/2019 136 138 140 73 VAR met 12/31/2019 144 148 156 52 1/1/2020 121 122 132 35 1/2/2020 121 118 120 57 1/3/2020 116 120 118 48 1/4/2020 100 100 101 57 Pile Name: BF1 - 2019 Day Temp 1 Temp 2 Temp 3 Ambient Temp Notes 12/4/2019 67 64 62 55 Build day 12/5/2019 80 78 80 54 12/6/2019 88 92 92 55 12/7/2019 121 125 124 50 12/9/2019 120 124 130 44 12/10/2019 121 118 120 75 12/11/2019 140 134 132 44 12/13/2019 125 130 126 46 12/16/2019 133 134 136. 67 12/17/2019 128 126 124 64 12/18/2019 132 133 130 47 12/19/2019 131 131 132 42 12/20/2019 122 118 121 26 12/23/2019 120 120 120 43 12/24/2019 132 136 131 43 12/26/2019 141 148 142 66 12/27/2019 150 154 150 46 12/30/2019 150 150 154 73 12/31/2019 148 .150 149 52 1/1/2020 150 152 146 36 PFRP met 1/2/2020 148 148 144 57 1/3/2020 131 133 132 48 1/4/2020 110 116 118 57 1/6/2020 116 114 114 59 1/7/2020 116 114 115 40 1/8/2020 114 112 116 59 1/9/2020 116 118 121 46 1/10/2020 114 116 . 113 43 1/13/2020 116 114 114 65 VAR met 1/14/2020 114 116 116 66 1/15/2020 114 116 118 58 1/16/2020 114 113 120 62 1/17/2020 118 114 118 37 He Name: BG1 - 2019 Day Temp 1 Temp 2 Temp-3 Ambient Temp Notes 12/5/2019 65 72 78 54 Build da 12/6/2019 82 84 90 55 12/9/2019 132 136 140 44 12/10/2019 122 134 136 75 12/11/2019 128 138 138 44 12/12/2019 131 131 132 36 12/13/2019 130 136 140 46 12/16/2019 131 133 136 67 12/17/2019 131 131 136 64 12/18/2019 132 136 132 47 PFRP met 12/19/2019 121 122 124 42 12/20/2019 122 119 119 25 12/23/2019 120 118 126 43 12/24/2019 122 124 128 43 12/26/2019 118 116 127 66 12/27/20191 116 118 114 46 12/30/2019 118 114 120 73 VAR met 12/31/20191 124 12C 121 52 Pile Name: BH1 -2019 Day Temp 1 Temp 2 Temp 3 Ambient Temp Notes 12/6/2019 80 76 76 55 Build day 12/7/2019 110 120 90 50 12/9/2019 122 130 124 44 12/10/2019 132 136 128 75 12/11/2019 132 148 150 44 12/12/2019 134 141 147 36 12/13/2019 136 142 151 46 PFRP 12/16/2019 139 142 141 67 12/17/2019 135 141 148 64 12/18/2019 133 138 142 47 12/19/2019 131 132 141 42 12/20/2019 134 140 133 26 12/23/2019 140 135 131 43 12/24/2019 131 134 136 43 VAR met 12/26/2019 144 150 146 66 12/27/2019 140 142 138 46 12/30/20191 122 128 124 73 L12/31/20191 134 1 140 138 52 Pile Name: 611 - 2019 Pile Name: 13J1 - 2019 _paK Temp 1 Temp 2 Tern3 Ambient Temp Notes 12/13/2019 106 104 102 46 Build day 12/16/2019 140 146 141 67 12/17/2019 160 142 154 64 12/28/2019 148 150 144 47 PFRP met 12/19/20191 150 138 140 42 12/20/2019 135 142 140 26 12/23/2019 134 142 134 43 12/24/2019 135 138 141 43 12/26/2019 133 150 140 66 12/27/2019 138 144 150 46 12/30/2019 124 1 122 1 124 73 VAR m et 12/31/20191 132 1 130 1 130 1 52 Day Temp 1 Temp 2 Temp 3 Ambient Temp Notes 12/17/2019 82 82 88 64 Build day 12/18/2019 126 122 118 47 12/19/2019 152 146 149 42 12/20/2019 156 152 150 26 12/23/2019 142 144 .140 43 PFRP met 12/24/2019 138 140 132 43 12/26/2019 138 140 142 66 12/27/2019 133 134 140 46 12/30/2019 131 131 135 73 12/31/2019 124 128 132 52 1/1/2020 122 126 132 36 VAR met 1/2/2C201 126 126 130 57