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HomeMy WebLinkAboutWQ0035749_Project Completion Report_202009232020 Project Completion Report September 22, 2020 Land Application Program NC Department of Transportation Permit #WQ0035749 Prepared For: NC Department of Transportation 1536 Mail Service Center Raleigh, North Carolina 27601-1536 Sanford Contractors, Inc. 628 Rocky Fork Church Road Sanford, North Carolina 27332 Compiled By: C. Justin Carter, PE Project C204014 — Lenoir County NC-148 (Harvey Pkwy) from NC-58 to NC-11 Physical Address SANFORD 628 Rocky Fork Church Road Sanford, NC 27332 September 22, 2020 NCDEQ-DWR Information Processing Unit 1617 Mail Service Center Raleigh, North Carolina 27699-1617 Mailing Address 919.775.7882 Office PO Box 9 919.775.4772 Fax Lemon Springs, NC 28355 sanfordcontractors.com Attention: Information Processing Unit Reference: Land Application Project Completion Report for Project C204014 NC Department of Transportation Permit No. WQ0035749 Non -Discharge Compliance Unit: Sanford Contractors, Inc. is submitting the monitoring and reporting data for the Subject Project for 2020. Per the North Carolina Department of Transportation (NCDOT) Permit No. WQ0035749, this report is to be submitted at project completion for work accomplished by our firm on this project report using data gathered by our staff and/or contractors during the compliance year for Diamond Grinding Slurry. If additional information is required or if there are questions concerning this project completion report, please contact my office for assistance at 919-718-1040 or j carternsanfordcontractors. com. Sincerely, C. jwl� CaYtek C. Justin Carter, PE Sr. Bridge Construction Engineer CJC/cj c NC DEPARTMENT OF TRANSPORATION LAND APPLICATION OF DIAMOND GRINDING AND HYDRODEMOLITION OPERATION SLURRY PERMIT NO. WQ0035749 2020 LAND APPLICATION SUMMARY CONTRACTOR DOT PROJECT PROJECT TYPE DGS YEAR NO. LOCATION OR HOS APPLIED Sanford C204014 Lenoir County DGS 2020 Contractors, Inc. TABLE OF CONTENTS SECTION NO. TITLE Diamond Grinding Slurry (DGS) Analyses II. Diamond Grinding Slurry (DGS) pH and Land Application Logs SECTION I. PAGE 1 OF 6 NC DOT LAND APPLICATION PROGRAM DIAMOND GRINDING SLURRY ANALYSIS Residual Type: Diamond Grinding Slurry (Sanford Contractors) Date Sampled: 9/14/20 (DG-1) Sanford Contractors 0.40 % Solids 9.90 pH Permit No. WQ0035749 Parameter % Mg/Kg Dry Weight (% x 10,000) Pounds/Dry Ton (Mg/Kg(Mg/Kg x 0.002) Nitrogen (TKN) 0.000 0.000 Phosphorus 0.000 0.000 Potassium 0.000 0.000 PAN (injected)* 0.000 0.000 0.000 PAN (surface)* 0.000 0.000 0.000 Ammonia Nitrogen 0.000 0.000 Calcium 0.000 0.000 Calcium Carbonate E . 52.090 520,900.000 1,041.800 Magnesium --- 0.000 Sodium --- 0.000 Sulfur --- 0.000 Nitrate N / Nitrite N --- 0.000 Barium --- 0.000 Chloride --- 0.000 Iron --- 0.000 Aluminum --- 0.000 Arsenic --- 0.000 Cadmium --- 0.000 Chromium --- 0.000 Copper --- 0.000 Lead --- 0.000 Mercury --- 0.000 Molybdenum --- 0.000 Nickel --- 0.000 Selenium --- 0.000 Zinc --- 0.000 Waypoint 20-258-0005 *Determination of Plant Available Nitrogen (PAN): Injected Application: (Mineralization Rate)(TKN-Ammonia N) + Ammonia N + Nitrate N + Nitrite N = % PAN Surface Application: (Mineralization Rate)(TKN-Ammonia N) + (0.5)(Ammonia N) + Nitrate N + Nitrite N = % PAN Note: Constituents N.D. (Not Detected) or < detection limits are listed as detection limits for calculation purposes. Waypointo ANALYTICAL 9/21 /2020 Willcox & Mabe Soil Solutions, PLLC 7231 B. Summerfield Rd Summerfield, NC, 27358 SECTION I. - PAGE 2 OF 6 7621 Whitepine Road, Richmond, VA 23237 Main 804-743-9401 ° Fax 804-271-6446 www.waypointanalytical.com Ref: Analytical Testing Report Number: 20-258-0005 Project Description: NCDOT Waypoint Analytical Virginia, Inc. received sample(s) on 9/14/2020 for the analyses presented in the following report. The above referenced project has been analyzed per your instructions. The analyses were performed in accordance with the applicable analytical method. Sub -contracted testing is noted on the Sample Summary Table if applicable. The analytical data has been validated using standard quality control measures performed as required by the analytical method. Quality Assurance, method validations, instrumentation maintenance and calibration for all parameters (NELAP and non-NELAP) were performed in accordance with guidelines established by the USEPA (including 40 CFR 136 Method Update Rule May 2012) and NELAC unless otherwise indicated. Certain parameters (chlorine, pH, dissolved oxygen, sulfite...) are required to be analyzed within 15 minutes of sampling. Usually, but not always, any field parameter analyzed at the laboratory is outside of this holding time. Refer to sample analysis time for confirmation of holding time compliance. The results are shown on the attached Report of Analysis(s). Results for solid matrices are reported on an as - received basis unless otherwise indicated. This report shall not be reproduced except in full and relates only to the samples included in this report. Please do not hesitate to contact me or client services if you have any questions or need additional information. Sincerely, 00WJ Y• o Pauric McGroary Agronomist (1Q,o wy/ s Laboratory's liability in any claim relating to analyses performed shall be limited to, at laboratory's option, repeating the analysis in question at laboratory's expense, or the refund of the charges paid for performance of said analysis. Page 1 of 5 SECTION I. - PAGE 3 OF 6 Waypoint, 7621 Whitepine Road, Richmond, VA 23237 Main 804-743-9401 ° Fax 804-271-6446 ANALYTICAL www.waypointanalytical.com Sample Summary Table Report Number: 20-258-0005 Client Project Description: NCDOT Lab No Client Sample ID Matrix Date Collected Date Received Method Lab ID 73631 DG-1 Solids 09/14/2020 SM-2540G WP MTN 73631 DG-1 Solids 09/14/2020 9045D WP MTN 73631 DG-1 Solids 09/14/2020 AOAC 955.01 WP MTN WP MTN - Memphis, TN: Waypoint Analytical - TN, Memphis, TN Page 2 of 5 Waypointo ANALYTICAL 08361 Willcox & Mabe Soil Solutions, PLLC Project NCDOT 7231 B. Summerfield Rd Information Summerfield , NC 27358 Report Number : 20-258-0005 REPORTOFA Lab No : 73631 Sample ID: DG-1 SECTION I. - PAGE 4 OF 6 7621 Whitepine Road, Richmond, VA 23237 Main 804-743-9401 ° Fax 804-271-6446 www.waypointanalytical.com Report Date : 09/21/2020 Received : 09/14/2020 L �(D w /VALYSIS Pauric Mc Groary Ph.D., CPA Agronomist Matrix: Solids Sampled: Test Results Units MQL DF Date / Time Analyzed By Analytical Method Moisture 99.6 % 0.010 1 09/17/2016:49 FMM SM-2540G Calcium Carbonate Equivalent 52.9 % - dry 0.1 1 09/17/20 13:10 DXT AOAC 955.01 Test Results Units MQL DF Date / Time By Analytical Analyzed Method pH 9.9 S.U. 1 09/16/2015:50 ADM 9045D Total Solids 0.400 % 0.010 1 09/17/20 16:49 FMM SM-2540G Qualifiers/ DF Dilution Factor Definitions MQL Method Quantitation Limit L Limit Exceeded Page 3 of 5 SECTION I. - PAGE 5 OF 6 s WayPo� �� . 7621 Whitepine Road, Richmond, VA 23237 Main 804-743-9401 0 Fax 804-271-6446 A N A LYT I C A L www.waypointanalytical.com Shipment Receipt Form Customer Number: 08361 Customer Name: Willcox & Mabe Soil Solutions, PLLC Report Number: 20-258-0005 Shipping Method 0 Fed Ex 0 US Postal 0 Lab 0 Other: 0 UPS 0 Client 0 Courier Thermometer ID: Shipping container/cooler uncompromised? 0 Yes 0 No Number of coolers/boxes received F Custody seals intact on shipping container/cooler? 0 Yes 0 No I* Not Present Custody seals intact on sample bottles? 0 Yes 0 No I* Not Present Chain of Custody (COC) present? 0 Yes 0 No COC agrees with sample label(s)? 0 Yes 0 No COC properly completed ® Yes 0 No Samples in proper containers? 0 Yes 0 No Sample containers intact? ® Yes 0 No Sufficient sample volume for indicated test(s)? 0 Yes 0 No All samples received within holding time? 0 Yes 0 No Cooler temperature in compliance? 0 Yes No Cooler/Samples arrived at the laboratory on ice. Samples were considered acceptable as cooling process had begun. 0 Yes No Water - Sample containers properly preserved 0 Yes 0 No 0 N/A Water - VOA vials free of headspace 0 Yes 0 No 0 N/A Trip Blanks received with VOAs 0 Yes 0 No 0 N/A Soil VOA method 5035 — compliance criteria met 0 Yes 0 No * N/A F_ High concentration container (48 hr) F Low concentration EnCore samplers (48 hr) F_ High concentration pre -weighed (methanol -14 d) Low conc pre -weighed vials (Sod Bis -14 d) Special precautions or instructions included? Comments: F_ 0 Yes No __1 Signature: Brandi Watson Date & Time: 09/14/2020 14:11:13 Page 4 of 5 w O W C7 a z O U W CA WASTEWATER S 1��11 I���11,�I<111���1���1������,1����1���1,������j>f �l110� Willcox & Mat, Sod Sufulionr•. PLLC �� 09-14-2020 7521 Whitepinc Road Richmonc NCDo7- 14_M4 37 Submitted By ....a.,,.. . Lewis Farms and Liquid Waste, Inc. Willcox & Mabe Soil Solutions, PLLC 8155 Malpass Corner Road 7231 B Summerfield Road Currie, N.C. 28435 Summerfield, N.C. 27358 Project I NCDOT I Phone: (910) 604-0049 Fax: dN OF CUSTODY Account # 08361 waypo i n t an a lyt ica l,com Copy To E-mall; wesley@lewisfarmsnc.com robawi l l coxm abe soil.co m Sample Information Lab Number Collection Information Container Information Please Write in Desired Tests Sample ID (Lab Use Number % Tota Only) Type Date Time of Bottles Type Volume pH CCE Solids OG-1 _ Grab Glass oz pi 3C Composite }{ Plastic ?C X h �qpmt Grab Glass Qz _ Composite _ Plastic pint — — t Grab Glass oz _ Composite Plastic pint Lat Grab of Composite _Glass Plastic pint Relinouished Bw fSionature) I Date 1 Time 1 Received BY: tSianaturel I Dale I Time Test Available Special Instructions or Remarks Nitrogen Series: Total Kjeldahl, Ammonium, Nitrate & Organic Nitrogen. Phosphorus(total, orthor), Poatssium, Sulfate -Sulfur, Calcium, Magnesium, Sodium, Iron, Aluminum, Test Sampie for pH, CCE & %Total Solids Manganese, Copper, Zinc, Arsenic, Barium, Cadmium, Chromium, Cobalt, Molybdenum, Mercury, Lead, E-mail results to: wesley@lewisfarmsnc.com and rob@willcoxmabesoil.com Selenium, Silver, Nickel. Acidity (Total), Alkalinity (Total), Biochemical Oxygen demand (5 days), Boron, Chemical Oxygen Demand, Chloride, Conductance (Specific), Hexavalent Chromium, Oil and Grease (EPA), pH, Phenol, Solids (Dissolved, Suspended, Total, Volatile) M, w 0 Ln 0 rn ro a SECTION II. PAGE 1 OF 2 HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY pH LOG Project Name (Source of HOS/DGS): C204014 Project Location: Lenoir County Project Description: Land Application of Diamond Grinding Slurry Land Application Operator in Responsible Charge: Wesley Wooten / Lewis Farms Date pH Sample Collected Date pH Analyzed / Reported Lab or Field Sample pH Measurement Unit Sampled (Truck, Frac Tank, Dewatering Box, etc.) 8/11 /20 8/11 /20 Field 11.91 Truck 8/12/20 8/12/20 Field 11.01 Truck 8/13/20 8/13/20 Field 11.34 Truck 8/14/20 8/14/20 Field 10.98 Truck 8/17/20 8/17/20 Field 11.55 Truck 8/18/20 8/18/20 Field 10.98 Truck 8/18/20 8/18/20 Field 11.11 Truck 8/19/20 8/19/20 Field 10.91 Truck 8/19/20 8/19/20 Field 11.02 Truck C:\Users\Rob Willcox\OneDrive - Willcox and Mabe Soil Solutions\Shared\WMSS Projects\2015\15-20 Lewis Farms\DOT Projects\2020 Land Application\Sanford Contractors\pH LOG - C204014.doc HY®R®®EMOUTO®N DISPOSAL LOG Project {Number: C VVBS: Project Engineer: Project Description: Project Location: i Source of Water Supply: Licensed Disposal Facility: Lea/iS�xr�S Prime Contractor: Hydrodemolition Contractor: Load Bridge No. Date Time Quantity (Gal) Driver's Signature Disposal Method Received by 3S'0 O vv Land Application ❑ Licensed Disposal Facility -4 21and Application ❑ Licensed Disposal Facility /r%,✓ R5J-and Application ❑ Licensed Disposal Facility SAY �7 3 � [1Land Application ❑ Licensed Disposal Facility !N !N/''" [$Land Application ❑ Licensed Disposal Facility l/ Q'l/ g �8 3 ��� G//� wand Application ❑ Licensed Disposal Facility SLand Application Licensed Disposal Facility ❑ Land Application ❑ Licensed Disposal Facility ❑ Land Application ❑ Licensed Disposal Facility ❑ Land Application ❑ Licensed Disposal Facility ❑ Land Application ❑ Licensed Disposal Facility