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HomeMy WebLinkAboutNC0029122_Plan of Action_20180129ZAPATA TRUST- INTEGRITY• QUALITY November 8, 2017 North Carolina Department of Environmental Quality Division of Water Resources Wilmington Regional Office Attn: Tom Tharrington 1618 Mail Service Center Raleigh, North Carolina 27699-1618 Re: North, Center, and South Wharf Lagoon Closure Plan Military Ocean Terminal, Sunny Point Southport, North Carolina Project ID: NCO029122 Final Closure Certification of South Wharf Lagoon Closure Plan Dear Mr. Tharrington, ZAPATA Engineering of North Carolina, Inc. (ZAPATA) provides the attached documents as a final certification for the North, Center, and South Wharf Lagoon Closure Plan, Project ID #: NC00292122, specific to the South Wharf Lagoon within the Military Ocean Terminal, Sunny Point (MOTSU). Per the October 9, 2017 email verification of the clay liner and sludge testing sampling testing results, the lagoon closure activities have been completed in accordance with the Construction of Repairs and Closure of South Wharf Lagoon Plans Dated 11/21/2016. Please see the major lagoon closure activity milestones and sampling/testing results below. MAJOR MILESTONE LIST OF LAGOON CLOSURE EVENTS • 7/2/16 — Dixon Wastewater began chlorination and discharge of liquid waste through the existing outfall structure. This phase lasted until late September 2016 with weekly monitoring of flow rates provided by Dixon Wastewater during this period of discharge. • 9/28/16 — Liquid waste treatment and discharge was stopped and a temporary breach was created to allow sheet flow of residual rainwater that had collected in the lagoon per approval from the NCDWQ local representative and MOTSU DPW. • 11/7/16 — Sludge removal commenced and continued through 11/11/2016. Removal was stopped due to excess sludge material being encountered beyond the original estimated cubic yardage of materials requiring removal/disposal offsite. • 2/22/17 — Intermediate testing of sludge performed by the Government revealed the residual sludge could remain, be mixed with clay liner material onsite, and would not require removal and disposal at an offsite location based upon the intermediate test results. • 8/1/17 — Site contractor installed new temporary breach to allow surface water to drain from lagoon that had collected during the period from February 2017 through July 2017. 0 8/28/17 — Samples were taken of residual sludge/liner materials for final clearance testing. DEQ Project ID #: NCO029122 Closure of Permitted Wastewater Ponds and Lagoons Attn: Tom Tharrington Page 2 • 9/28/17 — Test Results for residual sludge/liner materials received and forwarded to Government for review/approval. • 10/10/17 — Residual sludge / liner material test results were approved for final closure efforts. • 10/13/17 -- Site contractor remobilized and began rough/final grading of lagoon bottom & installation of permanent breach of berm. • 10/20/17 — Final grading of lagoon bottom was completed and disturbed areas hydroseeded. Lagoon Closure completed. LAGOON SLUDGE & CLAY LINER SAMPLING/TESTING RESULTS Test Sample Date Report Date Results Initial Results for top portion of Initial 8/24/2016 9/13/2013 sludge in lagoon at start of project. Sludge Materials were found to be below thresholds and could be tilled and mixed with liner material with not offsite removal or special Intermediate 2/6/2017 2/22/2017 handling required. Per Government review comments received on 10/9/17, the residual sludge/clay liner material were Final 8/28/2017 9/25/2017 acceptable to continue the closure. See the enclosure documents for further result information shown in the test reports. If you have questions about any part of the response or included information, please call us at 704-358 -8240. Sincerely, ZapataEngineering of North Carolina, Inc. By: Shane Smith, PE, LEED BD+C Engineering Operations Manager Enclosure: 1) Coastal Farms and Residuals, LLC Land Application, Permit No. WQ0034806, Dated 11/8/2013 2) Coastal Farms and Residuals, LLC Land Application, Permit No. WQ0034806 Correction, Dated 8/29/2016 3) Environmental Chemists, Inc. — Initial Sampling Test Reports — 09/13/16 4) Environmental Chemists, Inc. — Intermediate Sampling Test Reports — 02/22/17 5) Environmental Chemists, Inc. — Final Sampling Test Reports — 09/20/17 6) Lagoon Closure Progress Photos ENCLO SURE 1 'A HCDENR North Carolina Department of Environment and Natural Division of Water Resources Pat McCrory Governor Wesley Wooten., President Coastal Farms and Residuals, LLC. 8l 55 Malpass Corner Road Currie, North Carolina 28435 Dear Mr. Wooten: Water Quality Programs Thomas A. Reeder Director November 8, 2013 Resources John P. Skvaria, III Secretary Subject: Permit No. WQ0034806 Coastal Farms and Residuals, LLC. Land Application of Class B Residuals (Non -Dedicated) Pender County In accordance with your permit major modification request received September 17, 2013, we are forwarding herewith Permit No. WQ0034806 dated November 8, 2013, to Coastal Farms and Residuals, LLC, for the continued operation of the subject residuals management program. Modi ications to the subject permit are as follows: The nomenclature has been changed on the existing land application sites. See Attachment B for new field names. Adding 23.4 acres land application area (Field AW-4). Adding six (6) new residuals sources from Wallace Chicken Processing Plant (I50 dry tons per year), Richlands WWTP (35 dry tons per year), Swansboro WW'T1' (35 dry tons per yeas), New Topsail School Complex (5 dry tons per year), Morehead City WWTP (300 dry tons per year), and North Topsail WWTF (35 dry tons per year). 'T'his permit shall be effective from the date of issuance until December- 31, 2016, shall void Permit No. WQ0034806 issued rune 25, 2010, Attachment A certification issued February 24, 2011 and the Attachtfient B carl:i ica,tion issued September 7, 2012 and shall he subject to the conditions and limitations as specified therein. Please pay particular attention to the monitoring requireirten'ts listed in Attachments A. for they may differ from the previous permit issuance. Failure to establish an adequate system for collecting and maintaining the required operational information shall result in future compliance problems. WATER QUALITY PERMITTING SECTION 1636 Mail service Center, Raleigh, North Carolina 27699.1636 Location: 512 N. Salisbury St., Raleigh, North Carolina 27604 Phone: 919M7-64641 FAX: 91M07-6496 Intemet; httg:lloorial-ncdenr.orglweblwq An Equal Opportunity 1 Affirmative Action Employer If any parts, requirements or limitations contained in this permit are unacceptable, the Permittee has the right to request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This request shall be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of Administrative Hearings at 6714 Mail Service Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and binding. If you need additional information concerning this matter, please contact Alice M. Wessner at (919) 807-6425 or alice.wessner@ncdenr.gov. Sincerely, Thomas A. Rceder cc: Brunswick County Health Department Carteret County Health Department Duplin County Health Department Onslow County Health Department Pender County Health Department Wilmington Regional Office, Water Quality Regional Operations Section Martin Mabe, S&ME, Inc., 3718 Old Battleground Road, Greensboro, North Carolina 27410 Beth Buffington, Public Water Supply Section — Protection and Enforcement Branch Permit File WQ0034806 Notebook File WQ0034806 2 NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES RALEIGH LAND APPLICATION OF CLASS B RESIDUAL SOLIDS PERMIT (NON -DEDICATED) In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and other applicable Laws, Rules, and Regulations PERMISSION IS HEREBY GRANTED TO Coastal Farms and Residuals, LLC® Pender County FOR TI-IE continued operation of a residuals management: program for Coastal Farms and Residuals, LLC. and consisting of the land application of Class B resid3.€als generated by the approved facilities listed in Attachment A to the approved sites listed in Attachment B with no discharge of wastes to surface waters, pursuant to the application received September 17, 2013, and in conformity with other supporting data subsequently filed and approved by the Department of Environment and Natural Resources and considered a part of this permit. The use and disposal of residuals are regulated under Title 40 Code of Federal Regulations Part 503. This permit does not exempt the Permittee from complying with the federal regulations. This permit shall be effective from the date of issuance until December 31, 2016, shall void Permit No. WQ0034806 issued June 25, 2010, Attachment A certification issued February 24, 2011 and the Attachment B certification issued September 7, 2012 and shall be subject to the following specified conditions and limitations: I. SCHEDULES No later than six months prior to the expiration of this pertnit, the Permittee shall request renewal of this permit on official Division forrns. Upon receipt of the request, the Division will review the adequacy of the facilities described therein. and if warranted, will renew the permit for such period of time and Linder such conditions and lituitai:orrs as ii may deem appropriaie. Please note Rule; 15A NCAC 027' .0105(d) requires an updated site Wrap to be submitted with the permit renewal application. 2. The permittee shail be in full compliance with the regional office notification requirements established in Condition III.3. within 90 days of the effective date of this pertnit. 3.. The permittee shall be in full compliance with the signage requirements established in Condition I11.13, within 180 days of the effective date of this permit. WQ0034806 Version 1.3 Shell Version 131016 Page I of 12 H. PERFORMANCE STANDARDS 1. The subject residuals management program shall be effectively maintained and operated at all times so there is no discharge to; surface waters, nor any contravention of groundwater or surface water standards. In the event the facilities fail to perform satisfactorily, including the creation of nuisance conditions due to improper operation and maintenance, the Permittee shall immediately cease land applying residuals to the site, contact the Wilmington regional office supervisor, and take any immediate corrective actions. 2. This permit shall not relieve the Permittee of their responsibility for damages to groundwater or surface water resulting from the operation of this residuals management program. 3. Only residuals generated by the facilities listed in Attachment A are approved for land application in accordance with this permit. 4. Only the sites listed in Attachment B are approved for residuals land application. 5. Pollutant concentrations in residuals applied to land application sites listed in Attachment B shall not exceed the following Ceiling Concentrations (i.e., dry weight basis) or Cumulative Pollutant Loading Rates (CPLRs): F- Parameter Ceiling Concentration (rnilligrarns per kilogram) CPLR (pounds per acre) � �- _____ I Arsenic 75 _ 36 Cadmium 85 _ 34 Copper 4,300 1,338 Lead 840 267 Mercury 57 15 Molybdenum Nickel Selenium Zinc 75 420 100 7,500 _ n/a 374 89 2,498 The Permittee shall deterinine compliance with the CPLRs using one of the following methods: a. By calculating the existing cumulative level of pollutants using actual analytical data from all historical land application events of residuals, or b. For land where residuals application have not occurred or for which the required data is incomplete, by determining background concentrations through reprIsentativc soil sampling. Residuais that are land applied shall meet Class B pathogen reduction requirements in 15A NCAC 02T . i 106 (a) and (c). Exceptions to this requirement shall be specified in Attachment A. 7. Biological residuals (i.e. residuals generated during the treatanerit of domestic or animal processing wastewater, or the biological treatment of industrial wastewater, and as identified in Attachment A) that are land applied shall meet one of the vector attraction reduction alternatives in 15A NCAC 02T .1107(a). Exceptions to this requirement shall be specified in Attachment A. 8. Setbacks for treatment and storage facilities shall be as follows: Setback Description Setback feet Habitable residence or place of public assembly under separate ownership or not 100 to be maintained as part of the project site Property lines 50 .Private or public water supply 100 Surface waters (streams - intermittent and perennial, perennial waterbodies, and wetlands) 50 _ Wells with exception to monitoring wells 100 9. Setbacks for land application sites shall be as follows: Setback by application type (feet) Setback Description Vehicular Irrigation I Injection / Surface Surface Incorporation Application Application )"Habitable residence or place of public assembly under separate ownership or not to be maintained as 400 400 200 art of the project site Habitable residence or places of public assembly owned by the Permittee, the owner of the land, or the 0 200 0 lessee/operator of the land to be maintained as part of the project site Property lines 50 150 1 50 Public right of way 50 50 50 Private or public water supply 100 100 100 Surface waters (streams — intermittent and perennial, i00 ] 00 50 perennial waterbodies, and wetlands) Surface water diversions (ephemeral streams, 25 100 25 waterways, ditches Groundwater lowering ditches (where the bottom of 25 100 25 the ditch intersects the SHWT) Subsurface groundwater lowering system 0 100 0 Wells with exception to monitoring wells 100 100 100 Bedrock outcrops 25 25 25 Top of slope of embankments or cuts of two feet or 15 1.5 15 more in vertical height 1 WQoo34806 Version 1.3 Shell Version 13 1 016 Page 3 of 12 Setback by Setback Setback by Setback Description application Descript application type ion type (feet) (feet) Building foundations or basements 0 15 0 Water lines 0 10 0 Swimming pools 100 100 100 Nitrification fields 0 20 0 * Unless otherwise noted in Attachment A. "cake" residuals are those that have greater than 15% solids by weight and can be stacked without flowing, as well as can be handled, transported and spread as a solid (e.g., using a backhoe, front end loader, slinger spreader, broadcast spreader or other equipment designed for handling solid materials) without leaving any significant liquid fraction behind. 10. Land application areas shall be clearly marked on each site prior to and during any residuals application event. 11. Bulk residuals and other sources of Plant Available Nitrogen (PAN) shall not be applied in exceedance of agronomic rates. Appropriate agronomic rates shall be calculated using expected nitrogen requirements based on the determined Realistic Yield Expectations (RYE) using any of the following methods: a- Division's pre -approved site specific historical data for specific crop or soil types by calculating the mean of the best three yields of the last five consecutive crop harvests for each field. b. Noah Carolina Historical Data for specific crop and soil types as provided by North Carolina State University Department of Soil Science (http:.//nutrients.soil.nesu.edu/yields/index.Dhi)). A copy shall be kept on file and reprinted every five years in accordance with Condition IV,11. c. If the RYE cannot be determined using methods (a) or (b) above, the Permittee may use the RYE and appropriate nutrient application rates reported in any of the following documents: Crop management plan as outlined by the local Cooperative Extension Office, the North Carolina Department of Agriculture and Cousumer Services, the Natural Resource Conservation Service, or other agronomist. ii. Waste Utilization Plan as outlined by the Senate Bill 1217 Interagency Group - Guidance Document: Chapter I (http://www.neagr.gov/SWC/tech/documents/9th�Guidance Doc 100109.1)df). iii. Certified Nutrient Management Plan as outlined by the Natural Resources Conservation Services (NRCS). These plans must meet the USDA-NRCS 590 Nutrient Management Standards (atri:81" p-Tc.so. ego v.usda. ov/NFlQ/ practice-standards/5taraclard.s/590.ur.ir. . d. If the RYE and appropriate nutrient application rates cannot be determined, the Pcrmitfce shall contact the Division to determine necessary action. 12. When residuals are land applied to grazed pasture, hay crop realistic nitrogen rate shall be reduced by 25% in accordance with the USDA-NRCS 590 Nutrient Management Standards. 13. If land application sites are to be over -seeded or double -cropped (e.g., bermuda grass in the summer and rye grass in the winter with both crops to receive residuals), then the second crop can receive an application of PAN at a rate not to exceed 50 pounds per acre per year (lbs/ac/yr). This practice may be allowed as long as the second crop is to be harvested or grazed. If the second crop is to be planted for erosion control only and is to be tilled into the soil, then no additional PAN shall be applied. 4 14. Prior to land application of residuals containing a sodium adsorption ratio (SAR) of 10 or higher, the Permittee shall obtain and implement recommendations from at least one of the following: the local Cooperative Extension Office; the Department of Agriculture and Consumer Services; the Natural Resource Conservation Service; a North Carolina Licensed Soil Scientist; or an agronomist. The recommendations shall address the sodium application rate, soil amendments (e.g., gypsum, etc.), or a mechanism for maintaining site integrity and conditions conducive to crop growth. The Permittee shall maintain written records of these recommendations and details of their implementation. 15. The compliance boundary for residual land application sites shall be specified in accordance with 15A NCAC 02L .0107(b). These sites were individually permitted on or after December 30, 1983; therefore, the compliance boundary is established at either 250 feet from the residual land application area, or 50 feet within the property boundary, whichever is closest to the residual land application area. An exceedance of groundwater standards at or beyond the compliance boundary is subject to remediation action according to 15A NCAC 02L .0106(d)(2) as well as enforcement actions in accordance with North Carolina General Statute 143-215.6A through 143-215.6C. Any approved relocation of the COMPLIANCE BOUNDARY will be noted in Attachment B. I6. In accordance with 15A NCAC 02L .0108, the review boundary shall be established midway between the compliance boundary an(] the residual land application area. Any exceedance of groundwater standards at the review boundary shall require action in accordance with 15A NCAC 02L .0106. III. OPERATION AND MAINTENANCE REQUIREMENTS The residuals management program shall be properly maintained and operated at all times. The program shall be effectively maintained and operated as a non -discharge system to prevent any contravention of surface water or groundwater standards. 2. The Wilmington Regional Office, telephone number (910) 796-7215, and the appropriate local government official (i.e., county manager, city manager, or health director) shall be notified at least 48 hours prior to the initial residuals land application to any new land application site. Notification to the regional supervisor shall be made from 8:00 a.m. until 5:00 p.m. on Monday through Friday, excluding State Holidays. 3, The Wilmington Regional Office shall be notified via email or telephone, (91.0) 796-7215, at least 24 hours prior to conducting any land application activity. Such notification shall indicate, at a minimum, the anticipated application times, Held IDs, and location of land application activities. If it becomes necessary to apply to additional fields due to unforeseen events, the Regional Office shall be notified prior to commencing the application to those fields. 4. The Penmittee shall maintain an approved Operation and Maintenance flan (O&M Plan) pursuant to ISA NCAC 02T .1110. Modifications to the O&AA Plan shall be approved by the Division prior to utilization of the new plan. The O&M Plan, of the minimum, shall include: a) Operational finnctions; b) Maintenance schedules; c) Safety measures; d) Spill response plan; e) Inspection plan including the following information: i. Names and/or titles of personnel responsible for conducting the inspections; ii. Frequency and location of inspections, including those to be conducted by the ORC, and procedures to assure that the selected location(s) and inspection frequency are representative of the residuals management program; WQ0034806 Version 1.3 Shell Version 131016 Page 5 of 12 iii. Detailed description of inspection procedures including record Keeping and actions to be taken by the inspector in the event that noncompliance is observed pursuant to the noncompliance notification requirements under the monitoring and reporting section of the permit; f) SampIing and monitoring plan including the following information: i. Names and/or titles of personnel responsible for conducting the sampling and monitoring; ii. Detailed description of monitoring procedures including parameters to be monitored; iii. Sampling frequency and procedures to assure that representative samples are being collected. Fluctuation in temperature, flow, and other operating conditions can affect the quality of the residuals gathered during a particular sampling event. The sampling plan shall account for any foreseen fluctuations in residuals quality and indicate the most limiting times for residuals to meet pathogen and vector attraction reduction requirements (e.g. facilities that Iand apply multiple times per year but have an annual sampling frequency, may need to sample during winter months when pathogen reduction is most likely to be negatively affected by cold temperatures). Upon the Water Pollution Control System Operators Certification Commission's (WPCSOCC) classification of the facility, the Permittee shall designate and employ a certified operator in responsible charge (ORC) and one or more certified operators as back-up ORCs in accordance with 15A NCAC 08G .0201. The ORC or their back-up shall visit the facilities in accordance with 15A NCAC 08G. 0204, or as specified in the most recently approved O&M plan, and shall comply with all other conditions of 15A NCAC 08G. 0204. For more information regarding classification and designation requirements, please contact the Division of Water Resources's Technical Assistance & Certification Unit at (919) 733-0026. 6. When the Permittee land applies bulk residuals, a copy of this permit and a copy of' O&M Plan shall be maintained at the land application sites during land application activities. When the Permittee transports or land applies bulk residuals, the spill control provisions shall be maintained in all residuals transport and application vehicles. 8. Residuals shall not be stored at any land application site, unless written approval has been requested and received from the Division. 9. When the Permittee land applies bulk residuals, adequate measures shall be taken to prevent wind erosion and surface runoff from conveying residuals froth the land application sites onto adjacent properties or intro surface waters. 10. When the Permittee land applies bulk residuals, a suitable vegetative cover shall be maintained on land application sites onto which residuals are applied in accordance with the crop management plan outlined by the local Cooperative Extension Office, the Department of Agriculture and Consu€ner Services, the Natural Resource Conservation Service, or an agronomist and as approved by the Division. 11. Bulk residuals shall not be. land applied under the following conditions: If the residuals are likely to adversely affect a threatened or endangered species listed under section 4 of the Endangered Species Act or its designated critical habitat; b. If the application causes prolonged nuisance conditions; If the land fails to assimilate the bulk residuals or the application causes the contravention of surface water or groundwater standards; If the land is flooded, frozen or snow-covered, or is otherwise in a condition such that runoff of the residuals would occur; e. Within the I00-year flood elevation, unless the bulk residuals are injected or incorporated within a 24-hour period following a residuals land application event; i f. During a measurable precipitation event (i.e., greater than 0.01 inch per hour), or within 24 hours following a rainfall event of 0.5 inches or greater in a 24-hour period; g. If the slope is greater than 10% for surface applied liquid residuals, or if the slope is greater than 18% for injected or incorporated bulk liquid residuals; h. If the soil pI-I is not maintained at 6.0 or greater, unless sufficient amounts of lime are applied to achieve a final soil pH of at least 6.0, or if an agronomist provides information indicating that the pH of the soil, residuals and lime mixture is suitable for the specified crop. Any approved variations to the acceptable soil pH (6.0) will be noted in this permit; i. If the land does not have an established vegetative cover unless the residuals are incorporated or injected within a 24-hour period following a residuals land application event. Any field that is in a USDA no -till program shall be exempted from meeting this vegetative cover requirement; j. If the vertical separation between the seasonal high water table and the depth of residuals application is less than one foot; k. If the vertical separation of bedrock and the depth of residuals application is less than one foot; 1. Application exceeds agronornic rates. 12. The following public access restrictions apply to residual land application sites: a. Public access to public contact sites (e.g., golf courses, parks, ball fields, etc.) shall be restricted for 365 days after a residuals land application event; b. Public access to non-public contact sites shall be restricted for 30 days after a residuals land application event. 13. Public access controls shall include the posting of signs with a minimum area of 3 square feet (e.g., 1.5' x 2'). Each sign shall indicate the activities conducted at each site, permit number, and name and contact information, including the Permittee or applicator's telephone number. Signs shall be posted in a clearly visible and conspicuoLas manner at the entr-ance to each land application site during a land application event, and for as long as the public access restrictions required under 111.12 apply. 14. The following harvesting and grazing restrictions apply to residual land application sites after each land application event: Harvesting and Grazing Description Restricted Duration Animals shall not be allowed to graze during land application activities and restricted period. Sites that are to be used for grazing shall have fencing to 30 days prevent access after each land application event. k- Food crops, feed crops and fiber crops shall not be harvested for: 30 days Turf grown on land where residuals have been applied shall not be harvested for: 12 months I Food crops with harvested parts that touch the residual/soil mixture and are totally above the land surface (e.g.. tobacco, inclons, cucumbers, squasia, etc.) 14 months shall not be harvested for: When the residuals remain oil the land surface for four months or longer prior to incorporation into the soil, food crops with harvested parts below the land 20 months surface (e.g., root crops such as potatoes, carrots, radishes, etc.) shall not be harvested for: When the residuals remain oat the land surface for less than four months prior to incorporation into the soil, food crops with harvested parts below the land 38 months surface shall not be harvested for: WQ0034806 Version 13 Shell Version 131016 Page 7 of 12 15. The Permittee shall acquire from each landowner or lessee/operator a statement detailing the volume of other nutrient sources (i.e., manufactured fertilizers, manures, or other animal waste products) that have been applied to the site, and a copy of the most recent Nutrient Management Plan (NMP) for those operations where a NMP is required by the US Department of Agriculture - National Resources Conservation Service (MRCS) or other State Agencies. The Permittee shall calculate allowable nutrient loading rates based on the provided information and use appropriate reductions - For the purpose of this permit condition, a Crop Management Plan (CMP), Waste Utilization Plan (WUP) or Certified Nutrient Management Plan (CLAMP) shall also be considered a Nutrient Management Plan. 16. No residuals shall be land applied unless the submitted Land Owner Agreement Attachment (L,OAA) between the Permittee and landowners or lessees/operators of the land application site is in full force and effect. These agreements shall be considered expired concurrent with the permit expiration date, and shall be renewed during the permit renewal process. IV. MONITORING AND REPORTING RE URUMENTS 1. Any Division required monitoring (including groundwater, plant tissue, soil and surface water analyses) necessary to ensure groundwater and surface water protection shall be established, and an acceptable sample reporting schedule shall be followed. 2. Residuals shall be analyzed to demonstrate they are non -hazardous under the Resource Conservation and Recovery Act (RCRA). The analyses [corrosivity, ignitabiiity, reactivity, and toxicity characteristic leaching procedure (TCLP)) shall be performed at the frequency specified in Attachment A, and the Permittee shall maintain these results for a minimum of five years. Any exceptions frorn the requirements in this condition shall be specified in Attachment A. The TCLP analysis shall include the following parameters (the regulatory level in milligrams per liter is in parentheses): senic (5.0) 1,4-Dichlorobenzene (7.5) Nitrobenzene (2.0) um (100.0) 1,2-Dichloroethane (0.5) Pentachlorophenol (100.0) zene (0.5) r 1,1-Dichloroethylene (0.7) Pyridine (5.0) mium (1.0) 2,4-Dinitrotoluene (0.13) Selenium (1.0) orac-hloride (0.5) Endrin (0.02) Silver (5.0) Chlordane (0.03) Hexachlorobenzene (0.13) Tetrachloroethylene (0.7) � Chlorobenzene (100.0} Heptachlor (and its hydroxide) Toxaphene (0,5) - (0.008) Chloroform (6.0) _-................... Hexachloro-1,3-butadiene (0.5) II ._ _._............................ - 1 Trichloroethylene (0.5) ... _._.. _.....__.._....._..... Chromium (5.0) J flex achlorocthanc (3.0) � 2,4,5-Trichlorophenol (400.0) r r-Cresol (200-0)--- (5.0)^ I 2,-^,,6-Trichlorophenol (2.0) o-Cresol (200.0) -Lead T^^ Lindane (0.4) 2,4,5-TP (Silvex) p-Cresol (200.0) Mercury (0.2) Vinyl chloride (0.2) Cresol (200.0) MethoxychIor (10.0) _ 2,4--D (10.0) Methyl ethyl ketone (200.0) 3. An analysis shall be conducted on residuals from each source generating facility at the frequency specified in Attachment A, and the Permittee shall maintain the results for a minimum of five years. The analysis shall include the followinparameters: Aluminum Mercury Potassium Ammonia -Nitrogen Molybdenum Selenium Arsenic Nickel Sodium. Cadmium Nitrate -Nitrite Nitrogen Sodium Adsorption Ratio (SAR) Calcium Percent Total Solids TKN Copper � pH � Zinc Lead Phosphorus Residuals shall be monitored for compliance with pathogen and vector attraction reduction requirements at the frequency specified in Attachment A, and at the time indicated in the sampling and monitoring sections of the approved O&M plan. The required data shall be specific to the stabilization process utilized, and sufficient to demonstrate compliance with the Class B pathogen reduction requirements in 15A NCAC 02T .1106 (a) and (c), and one vector attraction reduction requirement in 15A NCAC 02`l' .1107 (a) shall be met. Any exceptions from the requirements in this condition shall be specified in Attachment A. An annual representative soils analysis (i.e., Standard Soil Fertility Analysis) shall be conducted on each land application site listed in Attachment B on which a residuals land application event will occur in the respective calendar year, This analysis shall be in accordance with the "Guidance on Soil Sampling" located in the Sampling Instructions section of the NC Department of Agriculture & Consumer Services' website (http://www.neagr.gov/agronoini/pubs.htm). The Permittee shall maintain these results and a description of the sampling methodologies used to determine soil fertility for a period of no less than five years, and shall be grade available to the Division upon request. At a minimum, the Standard Soil Fertility Analysis shall include the following parameters: Acidity _ Exchangeable Sodium Percentage. _ Phosphorus Base Saturation (by calculation) Magnesium Potassium Calcium Manganese Sodium Cation Exchange Capacity Copper Percent Hurnic Matter pH 'Zinc 6. Laboratory parameter analyses shall be perfortned on the residuals as they are land applied and shall be in accordance with the monitoring requirements in 15A NCAC 02B .0505. WQ0034806 'Version 1.3 Shell 'Version 131016 Page 9 of 12 7. The Permittee shall maintain records tracking all residual land application events. At a minimum, these records shall include the following: a. Source of residuals, b. Date of land application; c. Location of land application (i.e., site, field, or zone number as listed in Attachment B); d. Approximate areas applied to (acres); e. Method of land application; f. Weather conditions (e.g., sunny, cloudy, raining, etc.); g. Predominant Soil Mapping Unit (e.g., CbB2); h. Soil conditions (e.g., dry, wet, frozen, etc.); i. Type of crop or crops to be grown on field; j. Nitrogen Application Rate based on RYBs (if using data obtained from the North Carolina State University Department of Soil Science Website, the printout page shall be kept on file and reprinted every five years); k. Volume of residuals land applied in gallons per acre, cubic yard per acre, dry tons per acre, or wet ton per acre; 1. Volume of animal waste or other nutrient source applied in gallons per acre, dry ton per acre, or wet tons per acre; in. Volume of soil amendments (e,g., lime, gypsum, etc.) applied in gallons per acre, dry ton per :r{:rc, or wet tons por acre; and n. Annual and cumulative totals in dry tons per acre of residuals as well as animal waste and other sources of nutrients (e.g., if applicable), annual and cumulative pounds per acre of each heavy metal (e.g., shall include, but shall not be limited to, arsenic, cadmium, copper, lead, mercury, molybdenum; nickel, selenium, and zinc:), annual pounds per acre of PAN, and annual pounds per acre of phosphorus applied to each field. S. Three copies of an annual report shall be submitted on or before March I". The annual report shall meet the requirements described in the Instructions for Residuals Application Annual Reporting Dorms, Instructions for reporting and annual report forms are available at http:.///i)ortal,ne,denr.org/web/wq/aps/lau/reporting, or can be obtained by contacting the Land Application Unit directly. The annual report shall be submitted to the following address: Division of Water Resources Information Processing Unit 1617 Mail Service Center Raleigh, North Carolina 27699-1617 9. Nf ovcompliance Notification The Permittee shall report by telephone to the Wilmington Regional Office, telephone number (910) 796-7215, as soon as possible, but in no case more than 24 hours or on the next working day following the occurrence or first knowledge of the occurrence of any of the followi.rtg: a. Any occurrence with the land application prograrn resulting in the land application of significant amounts of wastes that are abnormal in quantity or characteristic. b. Any failure of the land application program resulting in a release of material to surface waters. c. Any time self -monitoring indicates the facility has gone out of compliance with its permit limitations. 10 d. Any process unit failure, due to known or unknown reasons, rendering the facility incapable of adequate residual treatment. e. Any spill or discharge from a vehicle or piping system during residuals transportation. Any emergency requiring itnznediate reporting (e.g., discharges to surface waters, imminent failure of a storage structure, etc.) outside normal business hours shall be reported to the Division's Emergency Response personnel at telephone number (800) 662-7956, (800) 858-0368, or (919) 733-3300.Persons reporting such occurrences by telephone shall also file a written report in letter form within five days following first knowledge of the occurrence. This report shall outline the actions taken or proposed to be taken to ensure that the problem does not recur. V. INSPECTIONS 1. The Permittee shall provide adequate inspection and maintenance to ensure proper operation of the subject facilities and shall be in accordance with the approved O&M Plan. 2. Prior to each bull: residuals land application event, the Permittee or his designee shall inspect the residuals storage, transport and application facilities to prevent malfunctions, facility deterioration and operator errors resulting in discharges, which may cause the release of wastes to the environment, a threat to human health or a public nuisance. The Permittee shall maintain an inspection log that includes, at a minimum, the date and time of inspection, observations made, and any maintenance, repairs; or corrective actions taken. The Permittee shall maintain this inspection log for a period of five years from the date of inspection, and this log shall be made available to the Division upon request. 3. Any duly authorized Division representative may, upon presentation of credentials, enter and inspect any property, premises or place on or related to the land application sites or facilities permitted herein at any reasonable time for the purpose of determining compliance with this permit; may inspect or copy any records required to be maintained under the terms and conditions of this permit; and may collect groundwater, surface water or leachate samples. VI. GENERAL CONDITIONS 1. Failure to comply with the conditions and limitations contained herein may subject the Permittee to an enforcement action by the Division in accordance with North Carolina General Statutes 143-- 215.6A to 143-215.6C. This permit shall become voidable if the residuals land application events are not carried out in accordance v:ith th-- conditions of this permit. This pert -pit is effective only with respect: to the nature and volume of residuals desGi-flocd in the permit application and other supporting documentation. The issuance of this permit does not exempt the Permittee from complying with any and all statutes, rules, regulations, or ordinances, which may be imposed by other jurisdictional government agencies (e.g., local, state, and federal). Of particular concern to the Division are applicable river buffer rules in 15A NCAC 02B -0200; erosion and sedimentation control requirements in 15A NCAC Chapter 4 and under the Division's General Permit NCG010000; any requirements pertaining to wetlands under 15A NCAC 02B .0200 and 02H .0500; and documentation of compliance with Article 21 Part 6 of Chapter 143 of the General Statutes. W00034806 Version 1.3 Shell Version 131016 Page 1 i of 12 In the event the residuals program changes ownership or the Permittee changes their name, a formal permit modification request shall be submitted to the Division. This request shall be made on official Division forms, and shall include appropriate documentation from the parties involved and other supporting documentation as necessary. The Permittee of record shall remain fully responsible for maintaining and operating the residuals program permitted herein until a permit is issued to the new owner. 6. This permit is subject to revocation or unilateral modification upon 60 days notice from the Division Director, in whole or part for the requirements listed in 15A NCAC 02T .0110. Unless the Division Director grants a variance, expansion of the permitted residuals program contained herein shall not be granted if the Permittee exemplifies any of the criteria in 15A NCAC 02T .0120(b). The Permittee shall pay the annual fee within 30 days after being billed by the Division. Failure to pay the annual fee accordingly shall be cause for the Division to revolve this permit pursuant to 15A NCAC 02T .0105(e)(3). Permit issued this the 8th day of November- 2013 NORTH CAROLINA ENVJRONMENTAL MANAGEMENT COMMISSION . A. Reeder, Director-.�—�--------� iviszan of Water Resources By Authority of the Environmental Management Commission Permit Number WQ0034806 12 e _O dw W i.ti O O O) O O O O O Q e L C Yi DAB G:3 vv � Cam, O ca T T ], Z, T T T $ a nn o ;a ;:I rs =1 id d •_ �� Q u 0 0• +� L a c c L L .L V CV W •� O� .` C C C C G "" C C O 10 cc cr J V U U O O I O o\ cu V Ld cill w p vas v� m rn N cV M `j 00 <D C) O O O N� ON NU. O O �� aC�l oa O z 3 ^ u ci n) cz j! a •C) O O v U 3 0 Q� O •V 0 o 0 3 a 3 n 0 En U o C N cn V h O � � C � C a� b v 4 CC p~ ,Q C y o 'a cr (u O � O �F Ca � C � 3 O O L CL .. (U�w bD � L" Ca a bG L L" 40. •p L � � C C w ca C O Q. C G C O � O C9 } d C ea C L o cc C CL C bA C 5 r � w � y 'C 4, u vi � o ca ^o Dn .s z. O C u � •ty � •� L tr N L L C C u Ca Dn o Ca •r.." w cc cU. rS Q U o C I 0 L z z z z z z z z C3 C7 Q F 1 I 54 I p I E 1 I I S4 I p O p O Ty R yO, 40 �O -0 p 40, y0 O (�O O —0 -C € s�.. Os�.. z z z Z, Z, z M oo 'I: o0 N N N n co � C O o O 0 O C � 00 OO 0 00 0 0 00 00 OO 0 o a , C— 0 r- 0 C� r- r• r• r• r� � � � � r• n r• t- N m Vn lz�- 00 M v1 71- 00 N �t [� m O ( V-) v; [-- O m I p , a\ t- M oo as as I oe r• oo E, t �J o cJ o m M N N N N 1 N I �t � � � d � � lz�- IT D "O 7G 7G 'C� 7d "O O O O 7G "cj 7G d d Q d Q d d d d a aa rF N a�i a�i ai E 0 103 cKs € Cd I G G( I I I I s; w j! i � ti liI bGj `i 5 p, oI o °oE o l�I��� � CajwE:a o V Z T d d d d U U U U d AMr* A. NC®ENR North Carolina Department of Environment and Natural Resources Pat McCrory Governor Mr. Wesley Wooten — President Coastal Farms and Residuals, LLC 8155 Malpass Corner Road Currie, NC 28435 Dear Mr. Mr. Wooten: Donald R. Van der Vaart Secretary April 24, 2015 Subject: Attachment A Certification Permit No. WQ0034806 Coastal Farms and Residuals Land Application Program Pender County In accordance with your permit modification request received April 6, 2015, we are forwarding herewith modified Attachment A, certified July 30, 2014, to Coastal harms and Residuals, LLC for the subject residuals program. This certification is being issued to modify Attachment A by addition of up to 120 dry tons per year (DT/yr) from Avondale WWTP (20 DT/yr) in Ponder County and Oak Island WWTP (100 DT/yr) in Brunswick County. This modified Attachment A shall be effective from the date of certification until December 31, 2016 (i.e. expiration date of the current permit); shall void Attachment A of Permit No. WQ0034806 that was previously certified on July 30, 2014, and shall be subject to the conditions and limitations as specified therein and well as those specified in the above -referenced permit. Please replace the Attachment A of Permit No. WQ0034806 issued on June 25, 2010 with this modified Attachment A. Please note that only the maps for any new residuals -generating sources and/or land application sites are attached to this letter, It is the Permittee's responsibility to ensure that a complete permit is created by inserting these documents into the previously issued permit. If any parts, requirements, and/or limitations contained in this certification or modified Attachment A are unacceptable, you have the right to request an adjudicatory hearing upon written request within 30 days following receipt of the certification. This request shall be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes and filed with the Office of Administrative Hearings at 6714 Mail Service Center, Raleigh, North Carolina 27699-6714. Unless such demands are made, this permit shall be final and binding, If you need any additional information concerning this matter, please contact Troy Doby at (919) 807-6336 or troy.doby@ncdenr.gov. Non -Discharge Permitting Unit 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Phone: 919-807-64641Internet htl01portal,nodenr.orghvebhvg An Equal Opportunity 1 Alfirmaiive Action Employer- Made In parlwith recycled paper Mr. Wesley Wooten Apri124, 2015 Page 2 of 2 Sincerely, S. ]a Zimmerman, Director Division of Water Resources cc: Pender County Health Department [emoser@pendercountync.gov] (Electronic Copy) Brunswick County Health Department [dthoi-nton@brunsco.net] (Electronic Copy) Onslow County Health Department [waiter—doyle@onslowcountyne.gov] (Electronic Copy) Duplin County Health Department f johnnys@duplincountyne.com](Electronic Copy) New Hanover County Health Department[dharvell@nhcgov.com](Electronic Copy) Carteret County Health Department[troyd@carteretcountygov.org](Electronic Copy) Wilmington Regional Office, Watcr Quality Regional Operations Section (Electronic Copy) Martin Mabe — S&ME [mmabe@smeine.com] (Electronic Copy) Rob Wilcox— S&ME [rwillcox@smeine.com) (Electronic Copy) Beth Buffington — Protection and Enforcement Branch (Electronic Copy) Centrals Files Digital Pen -nit Archive (EIectronic Copy) C I; as O ••� w L O m d m C C r� C rn C m C rn p rn p rn CD] M G rr: 1 i CL P. I- � � I � 1 [U id :j is =1 m a' a b O' z'• � � � f � � � Q w �a •P - w C N W U U U U pr 7 U 0 FyOy. 0. O O O Q p p O =n M p Vl v M n M n o O p O n [+1 c N p C v l�V• L�.y L iAw h u (Q W ; ._.� ..�_. In •� h G C O G N O N O rl O N C N O CD O M o CD O V C O O G u C V C O O O d Ci O U O O O O O � P4 •'�' � u 0., 0. o y F+ PJ cd a U m h ' 0 o w Cc co tC � O •� ,� W co 10 cn D c3 w O V a E G, cw oCIOlu 10 o CO O O N G O `O 0 U U O e� a U cc: 4-' rti U O p., U U C �f O � o O cd Cd U CL X cd 0 U .D . a �C) o a Ln C� O k 7 a o y C Ca o E CO CO ` ca a> u c Cd Lo Ln ej 0 rn O rn 'i Q N Q C-V I-i f O L N i M. Q Lf, ENCLO SURE 2 Water Resources ENVIRONMENTAL QUALITY PAT MCCRORY Governor DONALD R. VAN DER VAART Secretary S. JAY ZIMMERMAN Director August 29, 2016 WESLEY WOOTEN—PRESIDENT COASTAL FARMS AND RESIDUALS, LLC 8155 MALPASS CORNER ROAD CuRR1E, NORTH CAROLINA 28435 I01M- 55 111 • • Subject: Permit No. WQ0034806 Correction Coastal Farms and Residuals Land Application Program Residuals Management System Pender County In accordance with a written request received August 4, 2016, from you, we are forwarding herewith corrected Attachment A of Permit No. WQ0034806 issued April 24, 2015. The correction to the subject permit is as follows: 1. 100 tons per year of residuals from MOTSU was omitted from Attachment A and has been corrected. Please replace Attachment A of Permit No. WQ0034806 issued April 24, 2015, with the enclosed corrected Attachment A. If you need additional information concerning this permit correction, please contact Troy Doby at (919) 807-6336 or troy.dobygncdenr.gov. Sincerely, S. Jay Zimmerman, P.G., Director Division of Water Resources Enclosure cc: Pender County Health Department [cmoser@pendercountync,gov] (Electronic Copy) Brunswick County Health Department [dthornton@brunsco.net] (Electronic Copy) Onslow County Health Department[walter_doyle@onslowcountync.gov] (Electronic Copy) Duplin County Health DepartmentDohnnys@duplincountync.com](Electronic Copy) New Hanover County Health Department[dbarvell@nhcgov.com](Electronic Copy) Carteret County Health Department[troyd@carteretcountygov.org](Eleetronic Copy) State of North Carolina I Environmental Quality I Water Resources I Water Quality Permitting I Non -Discharge Permitting 1617 Mail service Center I Raleigh, North Carolina 27699-1617 919 807 6464 Mr. Wesley Wooten August 29, 2016 Page 2 of 2 Wilmington Regional Office, Water Quality Regional Operations Section (Electronic Copy) Martin Mabe — S&ME [mmabe@smeinc.com] (Electronic Copy) Rob Wilcox — S&ME [rwillcox@smeinc.com] (Electronic Copy) Beth Buffington — Protection and Enforcement Branch (Electronic Copy) Digital Permit Archive (Electronic Copy) Central Files U � o V O A CZ M 4 M O 4 M O M d r1 d rn, d M d M O M O M b M Cj.. L a . Ar 6l d tp 4 id ¢5 itf R3 � m m iC i� eC FJ e� d sa G6 L � U m cJ m cc m m co M m cC cC ca L z C U U U C] U tQz h ,C�j .0 � '� is •� [C N (d ;C LC C u ec c a N o. c a c c cCC L U 0 0 0 [-� O V5 vl d d0 d0 UT O CD •�-� rn V) �n �AC6 u m •bp � v7 m vi r� v, rn rn �, �; � m 0; f V r- N fig M C rl$ � oc r- d C- vy 'fl L O O O O N d CC14 C� O O O O O d CO p �� O O C7 O O O CJ C3 C. O d d � z z z z 7- z 3 3 3 O U O O O a c cr 50 cc Uca n a y L] a x V x 3 Lnal z o z¢ 0 cl U > v y i O a m ro O U 3 U S o w >[ o o • o 3 41 a a a F° CL " cri 4 ENCLO SURE 3 Environmental Chemists, Inc. envirochem ANALYTICAL & CONSULTING CHEMISTS Lewis Farms & Liquid Waste, INC. 8155 Malpass Corner Road Currie NC 28435 Attention: Wesley Wooten 6602 Windmill Way, Wilmington, NC 28405 • 910.392.0223 Lab • 910.392.4424 Fax 710 Bowsertown Road, Manteo, NC 27954 • 252.473.5702 Lab/Fax 255-A Wilmington Highway, Jacksonville, NC 28540 • 910.347.5843 Lab/Fax info@environmentalchemists.com Date of Report: Sep 13, 2016 Customer PO #: Customer ID: 14020008 Report #: 2016-12028 Project ID: MOTSU - Lagoon Lab ID Sample ID: Collect Date/Time Matrix Sampled by 16-29202 Site: Residuals 8/24/2016 9:30 AM Solid/Sludge Envirochem Test Method Results Date Analyzed Sludge Residuals Aluminum EPA 200.7 9140 mg/kg 08/31/2016 Arsenic EPA 2007 <7.24 mg/kg 08/30/2016 Cadmium EPA 200.7 <7.24 mg/kg 08/30/2016 Calcium EPA 200.7 2240 mg/kg 08/31/2016 Chromium EPA 200.7 12.5mg/kg 08/30/2016 Copper EPA 200.7 12.0 mglkg 08/30/2016 Lead EPA200.7 9.36 mg/kg 08/30/2016 Magnesium EPA 200.7 1040 mg/kg 08/31/2016 Molybdenum EPA 200.7 <7.24 mg/kg 08/30/2016 Nickel EPA 200.7 <7.24 mg/kg 08/30/2016 Potassium EPA 200.7 658 mg/kg 08/31/2016 Selenium EPA 200.7 <7.24 mg/kg 08/30/2016 Sodium EPA 200.7 534 mg/kg 08/31/2016 Zinc EPA 200.7 178 mg/kg 08/30/2016 Nitrate}Nitrite-Nitrogen EPA353.2 <0.07 mg/kg 09/02/2016 Total Solids (%) SM 2540 B 27.4 % 08/25/2016 pH SM 4500 H B 7.23 units 08/30/2016 Ammonia Nitrogen SM4500NH3 c 402mg/kg 08/29/2016 Total Kjeldahl Nitrogen (TKN) SM 4500 org B 9550 mg/kg 08/30/2016 Total Phosphorus SM 4500 P F 1.66 mg/kg 09/02/2016 Mercury SW8467471B 0.0590 mg/kg 09/06/2016 Comment: Results, except pH, reported on a dry weight basis. pH reported on an as received basis. Reviewed by: Report #:: 2016-12028 Page 1 of 1 Analytical & Consulting Chemists ENVIRONMENTAL CHEMISTS, INC NCDENR: DWQ CERTIFICATION # 94 NCDHHS: DLS CERTIFICATION # 37729 COLLECTION AND CHAIN OF CUSTODY 6602 Windmill Way Wilmington, NC 28405 OFFICE: 910-392-0223 FAX 910-392-4424 info@environmentalchemists.com CLIENT: a(c.r: s ��+►� �.' �..`�l PROJECT NAME: /-f� Tay REPORT NO: l(- r ADDRESS: CONTACT NAME: PO NO: REPORT TO: PHONEIi=AX: COPY TO: email: Sampled Bv: V .0k ✓l ro SAMPLE TYPE: I = Influent, E = Effluent, W = Well, ST = Stream, SO = Soil, SL = Sludge, Other: + Sample Identification Collection q r 9 0 .a G a — C a = o U 0. a C-j E U M O W m 2 PRESERVATION ANALYSIS REQUESTED ate Time Temp = z d a y z "o = o z �z r x O 41f S.10"J5 -,1 v C P G G C P G G C P G G C P G G C P G G C P G G C P G G C P G G C P G G C P G G Transfer Relinquished By: Date/Time Received By: Date/Time 1. 2. Temperature when Received: Accepted: jetted: Resample Requested: Delivered By: 11!!�" ,��--� Received By: Date: g�a' Time: Comments: 01 U TURNAROUND: Environmental Chemists, Inc. envirochem ANALYTICAL R CONSULTING CHEMISTS Lewis Farms & Liquid Waste, INC. 8155 Malpass Corner Road Currie NC 28435 6602 Windmill Way, Wilmington, NC 28405 . 910.392.0223 Lab . 910.392.4424 Fax 710 Bowsertown Road, Manteo, NC 27954 . 252.473.5702 Lab/Fax 255-A Wilmington Highway, Jacksonville, NC 28540 . 910.347.5843 Lab/Fax info@elivironmentalc;hemists.com Date of Report: Customer PO #: Customer ID: Nov 16, 2016 14020008 Attention: Wesley Wooten Report #: 2016-15966 Project ID: MOTSU-South Lagoon Lab ID Sample ID: Collect Dateliime Matrix Sampled by 16-38509 Site:1 11/7/2016 10:00 AM Solid/Sludge Client Test Method Results Date Analyzed Total Solids (%) SM 2-540 G 24.7 % 11108/2Q16 Fecal Density SM 02210 E MPN 24 hr 503 162 MPNIg 11 /0812016 Lab ID Sample ID: Collect Date/Timq Matrix Sampled by 16-38510 Site, 2 11/7/2016 10:02 AM Solid/Sludge Client Test Method Results Date Analyzed Total Solids (%) SM 2640 G 30.5 % 11/08/2016 Fecal Density SM 9221C E MPN 24 hr 503 361 MPN/g 11/08/2016 Lab ID Sample ID: Collect Date/Time Matrix Sampled by 16-38511 Site:3 11/7/2016 10:04 AM Solid/Sludge Client Test Method Results Date Analyzed Total Solids (%) SM 2540 G 28.1 % 11/08/2016 Fecal Density SM 9221C E MPN 24 hr 503 250 MPN/g 11/08/2016 Lab ID Sample ID: Collect Date/Time Matrix Sampled by 16-38512 Site.,4 Test Method Total Solids (%) SM 2540 G 11/7/2016 10:06 AM Solid/Sludge Client Results 35.9 % Date Analyzed 11/08/2016 Fecal Density SM 9221C E MPN 24 hr 503 112 MPN/g 11/08/2016 Lab ID Sample ID: Collect DatelTime Matrix Sampled by 16-38513 Site, 5 11/7/2016 10:08 AM Solid/Sludge Client Test Method Results Date Analyzed Total Solids (%) SM 2540 G 325 % 11/08/2016 Fecal Density SM 9221C E MP4 24 hr 503 124 MPNIg 11/08/2016 Report #:: 2016-15966 Page 1 of 2 Environmental Chemists, Inc. Cvirochem ANALYTICAL & CONSULTING CHEMISTS Lewis Farms & Liquid Waste, INC. 8155 Malpass Corner Road Currie NC 28435 Attention: Wesley Wooten 6602 Windmill Way, Wilmington, NC 28405 . 910.392.0223 Lab . 910.392.4424 Fax 710 Bowsertown Road, Manteo, NC 27954 . 252.473.5702 Lab/Fax 255-A Wilmington Highway, Jacksonville, NC 28540 • 910.347.5843 Lab/Fax info@environnientalchemists.com Date of Report: Nov 16, 2016 Customer PO #: Customer ID: 14020008 Report #: 2016-15966 Project ID: MOTSU-South Lagoon Lab ID Sample ID: Collect Date/Time Matrix Sampled by 16-38514 Site:6 11 /7/2016 10:10 AM Solid/Sludge Client Test Method Results Date Analyzed Total Solids (%) SM 2540 G 28.8 % 11 /08/2016 Faecal Density SM 9221C E MPN 24 hr 503 278 MPN/g 11/08/2016 Lab ID Sample ID: Collect Date/Time Matrix Sampled by 16-38515 Site:7 11/7/2016 10:12 AM Solid/Sludge Client Test Method Results Date Analyzed Total Solids (%) SM 2540 G 26.3 % 11 /08/2016 Fecal Density SM 9221C E MPN 24 hr 503 <76 MPN/g 11/08/2016 Comment: Results reported on a dry weight basis. Reviewed by: Report #:: 2016-15966 Page 2 of 2 6602 Windml Way NC ENVIRONMENTAL CHEMISTS, INC OFFI E:910I392- 223'IFAX99'103922-44245 Analytical &Consulting Chemists NCDENR: DWQ CERTIFICATION # 94 NCDHHS: DLS CERTIFICATION # 37729 info@environmentalchemists.com COLLECTION AND CHAIN OF CUSTODY Client: &J.l S PROJECT NAME: /V 3TSLI - REPORT NO: ADDRESS: CONTACT NAME: PO NO: REPORT TO: 61Je�,%vy PHONEIFAX: COPY TO: email: Samnled Bv: c- A 2--"f SAMPLE TYPE: I = Influent, E = Effluent, W = Well, ST = Stream, SO = Soil, SL = Sludge, Other: Sample Identification Collection C °—' E � 0 CL o f o ;, .3 `o ci a o v E x m °� -� z PRESERVATION ANALYSIS REQUESTED ate Time Temp w z z J = o N _ 0 o i a 0 ? p w ° c P � �J✓3 /o -r C P SI J G G G G G G �p C P 7 t tl G G G G .s r Z C P 'o G G C P G G C P G G Transfer Relinquished By: DatelTime Re ived By: Date/Time 1_ 2. rL� Temperature when Delivered Ely: Comments: Accepted: R jected: Resample Keq st Received By. _Date: �G Time: TII A OUND: ENCLO SURE 4 Environmental Chemists, Inc. 6602 Windmffl Way, V,'Hmingt�)n, NC 284o-5 , 910.392,0223 Lab o 910,392 -4424 Fax 710 zwsertown Road, Manteo, NIC 27954 0 2,52.473.5702 Lab//Fax 255-A Wilmin&on Highway, Jacksonville, NC 28540 e 910.3347.5843 Lab 'Fax ANALYTICAL & CONS ULTiNG CHEMISTS nil6, -env:ronmentalchemists.com (I/ Military Ocean Terminal Public Works Date of Report: Feb 22, 2017 6280 Sunny Point Road Customer PO #: Southport NC 28461-5000 Customer ID: 08100090 Attention: David Von Kolnitz Report #: 2017-01685 .. .. ............. Lab ID Sample ID: MOTSU Collect Date/Time Matrix Sampled by 17-03961 Site: 1 Test Method Total Solids (%) SM 2540 G 2/6/2017 12:40 PM Solid/Sludge Results 48.2% Envirochern Date Analyzed 02/08/2017 Fecal Density SM 9221 C E MPN 24 hr 503 5 MPN/g 02/07/2017 Lab ID Sample ID: MOTSU Collect Date/Time Matrix Sampled by 17-03962 Site: 2 2/6/2017 12:45 PM Solid/Sludge Envirochern Test Method Results Date Analyzed Total Solids N SM 2540 G 53.0% 02/08/2017 Fecal Density SM 9221 C E MPN 24 hr 503 4 MPN/g 02/07/2017 Lab ID Sample ID: MOTSU Collect Date/Time Matrix Sampled by 17-03963 Site: 3 2/6/2017 12:50 PM Solid/Sludge Envirochern Test Method Results Date Analyzed Total Solids (%) SM 2540 G 53.8% 02/08/2017 Fecal Density SM 9221 C E MPN 24 hr 503 4 MPN/g 02/07/2017 Lab ID Sample ID: MOTSU Collect Date/Time Matrix Sampled by 17-03964 Site: 4 2/6/2017 12:55 PM Solid/Sludge Envirochern Test Method Results Date Analyzed Total Solids (%) SM 2540 G 66.0% 02/08/2017 Fecal Density SM 9221 C E MPN 24 hr 503 <4MPN/g 02/07/2017 Lab ID Sample ID: MOTSU Collect Date/Time Matrix Sampled by 17-03965 Site: 5 2/6/2017 1:00 PM Solid/Sludge Envirochern Test Method Results Date Analyzed Total Solids (%) SM 2540 G 66.5% 02/08/2017 Fecal Density SM 9221 C E MPN 24 hr 503 7 MPN/g 02/07/2017 Report #:: 2017-01685 Page 1 of 3 y f , Environmental Chemists, Inc. 6602 Windmill -v YVij ingto , NC 28405 � 910,392.10223 Lab * 91.0. 92,4424 Fax 710 Bo,,�rse tc��. r� Road, lame ;, NC 2 95252. r j. i 2 Lab jFax 2.,-t its i etc; lil;,acst�ncilla,C su 910.347.5843 Lab/Faxzl 4 ANALYTICAL C iS l $it CHEMISTS <i:i13;�t;en�,iranm�ertalcbe-iiists.com Military Ocean Terminal Public Works Date of Report: Feb 22, 2017 6280 Sunny Point Road Customer PO #: Southport NC 28461-5000 Customer ID: 08100090 Attention: David Von Kolnitz Report #: 2017-01685 Project ID.: Lab ID Sample ID: MOTSU Collect Date/Time Matrix Sampled by 17-03966 Site: 6 2/6/2017 1:05 PM Solid/Sludge Envirochem Test Method Results Date Analyzed Total Solids (%) SM 2540 G 21.9 % 02/08/2017 Fecal Density SM 9221C E MPN 24 hr 503 10 MPN/g 02/07/2017 Lab ID Sample ID: MOTSU Collect Date/Time Matrix Sampled by 17-03967 Site: 7 2/6/2017 1:10 PM Solid/Sludge Envirochem Test Total Solids (%) Fecal Density Method SM 2540 G SM 9221 C E MPN 24 hr 503 Results Date Analyzed 30.5 % 7 MPN/g 02/08/2017 02/07/2017 Report #:: 2017-01685 Page 2 of 3 x �e ANALYTICAL & CONSULTING CHEMISTS Environmental Chemists, Inc. 6602 Windmi'V iAla i kin-ington, Ni. 28405 a 910392,0223 Lab , 910,392.4424 Fax '10 Bowsertovv n Road, Nianteo, NC 27954 * 252A7?.57021 j1rtax 2 55-A Wlrni lat m Flighway, Jacksonville, NC 28-)40 e 910.31,5843 Lib/Fax iii.lo tt" c=ivir,)nine xit�tlyhemists.com Military Ocean Terminal Public Works Date of Report: Feb 22, 2017 6280 Sunny Point Road Customer PO #: Southport NC 28461-5000 Customer ID: 08100090 Attention: David Von Kolnitz Report #: 2017-01685 Lab ID Sample ID: MOTSU Collect Date/Time Matrix Sampled by 17-03968 Site: composite 2/6/2017 1:10 PM Solid/Sludge Envirochem Test Method Results Date Analyzed Sludge Residuals Aluminum EPA 200.7 13300 mg/kg 02/20/2017 Arsenic EPA 2001 5.10 mg/kg 02/16/2017 Cadmium EPA 200.7 3.21 mg/kg 02/16/2017 Calcium EPA 200.7 744 mg/kg 02/15/2017 Chromium EPA 200.7 19.2 mg/kg 02/16/2017 Copper EPA 200.7 6.85 mg/kg 02/16/2017 Lead EPA 200.7 7.35 mg/kg 02/16/2017 Magnesium EPA 2007 1100 mg/kg 02/15/2017 Molybdenum EPA 200.7 <3.21 mg/kg 02/16/2017 Nickel EPA 200.7 <3.21 mg/kg 02/16/2017 Potassium EPA 200.7 657 mg/kg 02/15/2017 Selenium EPA 200.7 <3.21 mg/kg 02/16/2017 Sodium EPA 200.7 531 mg/kg 02/15/2017 Zinc EPA 200.7 19.8 mg/kg 02/16/2017 Nitrate+Nitrite-Nitrogen EPA 353.2 < 0.02 mg/kg 02/22/2017 Total Solids (%) SM 2540 B 61.6 % 02/08/2017 Ammonia Nitrogen SM 4500 NH3 C 76.10 mg/kg 02/14/2017 Total Kjeldahl Nitrogen (TKN) SM 4500 Org B 1390 mg/kg 02/14/2017 Total Phosphorus SM 4500 P F 188 mg/kg 02/10/2017 pH SW 846 Method 9045D 6.33 units 02/21/2017 Mercury SW846 7471E <0.036 mg/kg 02/10/2017 Comment: Sludge residuals reported on a dry weight basis. Reviewed by: Report #:: 2017-01685 Page 3 of 3 9 0) Ul A CA) N.) U) 0 tD D 3 tD 0 Ln. CD 0 M 0 0 M =r M CL Sample Type Composite G) 0 G) 0 G) I C) 0 n (j) 0 G) 0 0 0 00 I I or I Grab 0 -0 G) -0 G) -0 G) G) 0 G) Container (P or G) Chlorine mq1L ZOO LAB ID NUMBER w >< NONE HCL H2SO4 M (1) : M HNO3 NAOH CL x x x x x x x THIO Z cl) OTHER (D CD C—D C—D ------------ sv 0 w 0 0 0 0 CD CIL CL CL CL CIL CL Q CD (D CD CD (D (D CD I :3 =3 M =3 3 CD Ln, Lh� <1 T. (n. T. (L U) z 00 0 0 �o o- 0 0 _R 0 0 0 0 > c 0 0 0 r- c/) c/) U) U) cf) cf) U) cn I in c M i M c M (n (D I > 0 M U) U) 0 4 cl) 0 0 M M 0 v0M y rn 0 0 0 o z A) M M G. A 0 N TI x v 0 ITI 0 Z Z 0 10 0 "n z 0 -Ij 00 0 0 CD 3 —a 0 m z "n M 0 z 0 z wwq > z 0 0 3: M 0 zM ?5 C/) 0 z,cn W 4 -4 z 0 ENCLO SURE 5 TRANSMITTAL OF SHOP DRAWINGS, EQUIPMENT DATA, MATERIAL SAMPLES, OR MANUFACTURER'S CERTIFICATES OF COMPLIANCE For use of this form, see ER415-1-10; the proponent agency is CECW-CE DATE 09/25/2017 TRANSMITTAL NO. 31 00 00-1 SECTION I - REQUEST FOR APPROVAL OF THE FOLLOWING ITEMS (This section will be initiated by the contractor) TO: Coastal Resident Office 69 Darlington Avenue Wilmington, NC 28403 FROM: Trend Construction, Inc. 1826 N. Alafaya Trail #100 Orlando, FL 32826 CONTRACT NO. W912PM 15-D 0005 0008 CHECK ONE ❑X THIS IS A NEW TRANSMITTAL ❑ THIS IS A RESUBMfTTAL OF TRANSMITTAL SPECIFICATION SEC. NO. (Cover only one section with each transmittal) 31 00 00 EARTHWORK PROJECT TITLE AND LOCATION 01-Main Register SouthWharfLagoon ClosureMOTSU THIS TRANSMITTAL IS FOR: (Check one) ❑ F10 ❑X GA ❑ DA ❑CR ❑ DA/CR ❑ DA/GA ITEM NO. (See Note 3) a. DESCRIPTION OF SUBMITTAL ITEM (Type size, model number/etc.) b. SUBMITTAL TYPE CODE (See Note 8) C. NO. OF COPIES d. CONTRACT REFERENCE DOCUMENT CONTRACTOR REVIEW CODE g. VARIATION Enter "Y" if requesting a variation (See Note 6) h. USACE ACTION CODE (Note 9) I. SPEC. PARA NO. e. DRAWING SHEET NO. f. 1 Clay Liner Test Samples SD-06 5 A REMARKS Attached are the test results for the clay liner material as requested by MOTSU. Please review and confirm that Trend can begin scarifying and final grading of the lagoon bottom material accordingly. I certify that the above submitted items have been reviewed in detail and are correct and in the strict conformance with the contract drawings and specifications except as otherwise stated. _3) NAME AND SIGNATURE OF CONTRACTOR SECTION II - APPROVAL ACTION ENCLOSURES RETURNED (List by item No.) NAME, TILE AND SIGNATURE OF APPROVING AUTHORITY DATE ENG FORM 4025-R, MAR2012 REPLACES EDITION OF MAR 95, WHICH IS OBSOLETE. Page 1 Of 1 ANALYTICAL & CONSULTING CHEMISTS 6602 Windmill Way, Wilmington, NC 28405 � 910.3910223 Lab a 910.392,4424 Fax 710 Bowsertown Road, Manteo, NC 27954 * 252.473.5702 Lab/Fax 255-A Wilmington Highway, Jacksonville, NC 28540 s 910,347.5843 Lab/Fax inCor, environmentalch mists.con-i Civil Works Contracting Date of Report: Sep 20, 2017 1404 Chadwick Drive Customer PO #: Sneads Ferry NC 28460 Customer ID: 16090025 Attention: Report #: 2017-12878 Project ID: Lab ID Sample ID: Collect Date/Time Matrix Sampled by 17-30876 Site: 1 8/28/2017 10:30 AM Solid/Sludge Eric McHorney Test Method Results Date Analyzed Chlordane SW 846 Method 8081B/3510 <0.02 mg/L 09/08/2017 Endrin SW 846 Method 8081B/3510 <0.0005 mg/L 09/08/2017 Heptachlor SW 846 Method 8081 B/3510 <0.0005 mg/L 09/08/2017 Heptachlor epoxide SW 846 Method 8081B/3510 <0.0005 mg/L 09/08/2017 Lindane SW 846 Method 8081B/3510 <0.0005 mg/L 09/08/2017 Methoxychlor SW 846 Method 8081B/3510 <0.0005 mg/L 09/08/2017 Toxaphene SW 846 Method 8081B/3510 <0.05 mg/L 09/08/2017 1,4-Dichlorobenzene (TCLP) SW 846 method 8270/3510 <0.050 mg/L 09/06/2017 2,4,5-Trichlorophenol (TCLP) SW 846 method 8270/3510 <0.050 mg/L 09/06/2017 2,4,6-Trichlorophenol (TCLP) SW 846 method 8270/3510 <0.050 mg/L 09/06/2017 2,4-Dinitrotoluene (TCLP) SW 846 method 8270/3510 <0.050 mg/L 09/06/2017 Cresol (TCLP) SW 846 method 8270/3510 <0.050 mg/L 09/06/2017 Hexachloro-1,3-butadiene (TCLP) SW 846 method 8270/3510 <0.050 mg/L 09/06/2017 Hexachlorobenzene (TCLP) SW 846 method 8270/3510 <0.050 mg/L 09/06/2017 Hexachloroethane (TCLP) SW 846 method 8270/3510 <0.050 mg/L 09/06/2017 m + p-Cresol (TCLP) SW 846 method 8270/3510 <0.050 mg/L 09/06/2017 Nitrobenzene (TCLP) SW 846 method 8270/3510 <0.050 mg/L 09/06/2017 o-Cresol (TCLP) SW 846 method 8270/3510 <0.050 mg/L 09/06/2017 Pentachlorophenol (TCLP) SW 846 method 8270/3510 <0.250 mg/L 09/06/2017 Pyridine (TCLP) SW 846 method 8270/3510 <0.050 mg/L 09/06/2017 pH SW 846 Method 9045D 4.46 units 09/07/2017 2,4,5-TP SW846 Method 8151A <0.003 mg/L 09/12/2017 2,4-D SW846 Method 8151A <0.003 mg/L 09/12/2017 1,1-Dichloroethylene SW846 Method 8260/5030 <0.01 mg/L 09/12/2017 1,2-Dichloroethane SW846 Method 8260/5030 <0.01 mg/L 09/12/2017 Benzene SW846 Method 8260/5030 <0.01 mg/L 09/12/2017 Report #:: 2017-12878 Page 1 of 15 Civil Works Contracting Date of Report: Sep 20, 2017 1404 Chadwick Drive Customer PO #: Sneads Ferry NC 28460 Customer ID: 16090025 Attention: Report #: 2017-12878 Project ID: Carbon Tetrachloride SW846 Method 8260/5030 <0.01 mg/L 09/12/2017 Chlorobenzene SW846 Method 8260/5030 <0.01 mg/L 09/12/2017 Chloroform SW846 Method 8260/5030 <0.01 mg/L 09/12/2017 Methyl ethyl ketone SW846 Method 8260/5030 <0.05 mg/L 09/12/2017 Tetrachloroethylene SW846 Method 8260/5030 <0.01 mg/L 09/12/2017 Trichloroethylene SW846 Method 8260/5030 <0.01 mg/L 09/12/2017 Vinyl Chloride SW846 Method 8260/5030 <0.01 mg/L 09/12/2017 RCI Ignitability EPA 1030 <0.8 mm/sec 09/06/2017 Cyanide EPA 335.4 <0.1217 mg/kg 09/07/2017 Sulfide SM 4500 S D <0.2434 mg/kg 09/11/2017 Sludge Residuals Aluminum EPA 200.7 19900mg/kg 09/12/2017 Arsenic EPA 200.7 4.31 mg/kg 09/05/2017 Cadmium EPA 200.7 <1.40 mg/kg 09/05/2017 Calcium EPA 200.7 343mg/kg 09/11/2017 Chromium EPA 200.7 23.3 mg/kg 09/05/2017 Copper EPA 200.7 3.63 mg/kg 09/05/2017 Lead EPA 200.7 5.63 mg/kg 09/05/2017 Magnesium EPA200.7 1150mg/kg 09/11/2017 Molybdenum EPA 200.7 <1.40 mg/kg 09/05/2017 Nickel EPA 200.7 3.28mg/kg 09/05/2017 Potassium EPA 200.7 771 mg/kg 09/11/2017 Selenium EPA 200.7 <1.40mg/kg 09/05/2017 Sodium EPA 200.7 290 mg/kg 09/11/2017 Zinc EPA 200.7 14.1 mg/kg 09/05/2017 Total Kjeldahl Nitrogen (TKN) EPA 351.2 712 mg/kg 09/05/2017 Nitrate+Nitrite-Nitrogen EPA353.2 <0.29mg/kg 09/15/2017 Reporting limit a evated due to matrix interference. Total Solids (%) SM 2540 B 69.4 % 08/28/2017 Report #:: 2017-12878 Page 2 of 15 Civil Works Contracting Date of Report: Sep 20, 2017 1404 Chadwick Drive Customer PO #: Sneads Ferry NC 28460 Customer ID: 16090025 Attention: Report #: 2017-12878 Project ID: Ammonia Nitrogen SM 4500 NH3 C 17.85 mg/kg 09/15/2017 Total Phosphorus SM 4500 P F 129 mg/kg 09/05/2017 Mercury SW846 7471E 0.0610 mg/kg 08/29/2017 TCLP Metals Arsenic EPA200.7 <1.0mg/L 09/11/2017 Barium EPA200.7 <1.0mg/L 09/11/2017 Cadmium EPA200.7 <1.0mg/L 09/11/2017 Chromium EPA200.7 <1.0mg/L 09/11/2017 Lead EPA200.7 <1.0mg/L 09/11/2017 Selenium EPA200.7 <1.0mg/L 09/11/2017 Silver EPA 200.7 <1.0 mg/L 09/11/2017 Mercury EPA 245.1 <0.0020 mg/L 09/08/2017 Report #:: 2017-12878 Page 3 of 15 Civil Works Contracting Date of Report: Sep 20, 2017 1404 Chadwick Drive Customer PO #: Sneads Ferry NC 28460 Customer ID: 16090025 Attention: Report #: 2017-12878 Project ID: Lab lD Sample ID: Collect Date/Time Matrix Sampled by 17-30877 Site: 2 8/28/2017 10:35 AM Solid/Sludge Eric McHorney Test Method Results Date Analyzed Chlordane SW 846 Method 8081B/3510 <0.02 mg/L 09/08/2017 Endrin SW 846 Method 8081 B/3510 <0.0005 mg/L 09/08/2017 Heptachlor SW 846 Method 8081B/3510 <0.0005 mg/L 09/08/2017 Heptachlor epoxide SW 846 Method 8081B/3510 <0.0005 mg/L 09/08/2017 Lindane SW 846 Method 8081B/3510 <0.0005 mg/L 09/08/2017 Methoxychlor SW 846 Method 8081B/3510 <0.0005 mg/L 09/08/2017 Toxaphene SW 846 Method 8081 B/3510 <0.05 mg/L 09/08/2017 1,4-Dichlorobenzene (TCLP) SW 846 method 8270/3510 <0.050 mg/L 09/06/2017 2,4,5-Trichlorophenol (TCLP) SW 846 method 8270/3510 <0.050 mg/L 09/06/2017 2,4,6-Trichlorophenol (TCLP) SW 846 method 8270/3510 <0.050 mg/L 09/06/2017 2,4-Dinitrotoluene (TCLP) SW 846 method 8270/3510 <0.050 mg/L 09/06/2017 Cresol (TCLP) SW 846 method 8270/3510 <0.050 mg/L 09/06/2017 Hexachloro-1,3-butadiene (TCLP) SW 846 method 8270/3510 <0.050 mg/L 09/06/2017 Hexachlorobenzene (TCLP) SW 846 method 8270/3510 <0.050 mg/L 09/06/2017 Hexachloroethane (TCLP) SW 846 method 8270/3510 <0.050 mg/L 09/06/2017 m + p-Cresol (TCLP) SW 846 method 8270/3510 <0.050 mg/L 09/06/2017 Nitrobenzene (TCLP) SW 846 method 8270/3510 <0.050 mg/L 09/06/2017 o-Cresol (TCLP) SW 846 method 8270/3510 <0.050 mg/L 09/06/2017 Pentachlorophenol (TCLP) SW 846 method 8270/3510 <0.250 mg/L 09/06/2017 Pyridine (TCLP) SW 846 method 8270/3510 <0.050 mg/L 09/06/2017 2,4,5-TP SW846 Method 8151A <0.003 mg/L 09/12/2017 2 4-D SW846 Method 8151A <0.003 mg/L 09/12/2017 1,1-Dichloroethylene SW846 Method 8260/5030 <0.01 mg/L 09/12/2017 1,2-Dichloroethane SW846 Method 8260/5030 <0.01 mg/L 09/12/2017 Benzene SW846 Method 8260/5030 <0.01 mg/L 09/12/2017 Carbon Tetrachloride SW846 Method 8260/5030 <0.01 mg/L 09/12/2017 Report #:: 2017-12878 Page 4 of 15 Civil Works Contracting Date of Report: Sep 20, 2017 1404 Chadwick Drive Customer PO #: Sneads Ferry NC 28460 Customer ID: 16090025 Attention: Report #: 2017-12878 Project ID: Chlorobenzene SW846 Method 8260/5030 <0.01 mg/L 09/12/2017 Chloroform SW846 Method 8260/5030 <0.01 mg/L 09/12/2017 Methyl ethyl ketone SW846 Method 8260/5030 <0.05 mg/L 09/12/2017 Tetrachloroethylene SW846 Method 8260/5030 <0.01 mg/L 09/12/2017 Trichloroethylene SW846 Method 8260/5030 <0.01 mg/L 09/12/2017 Vinyl Chloride SW846 Method 8260/5030 <0.01 mg/L 09/12/2017 RCI Ignitability EPA 1030 <0.8 mm/sec 09/06/2017 Cyanide EPA 335.4 <0.1211 mg/kg 09/07/2017 Sulfide SM 4500 S D <0.2422 mg/kg 09/11/2017 pH SW 846 Method 9045D 4.32 units 09/07/2017 Sludge Residuals Aluminum EPA 200.7 18800 mg/kg 09/12/2017 Arsenic EPA 2001 3.78 mg/kg 09/05/2017 Cadmium EPA 200.7 <1.53 mg/kg 09/05/2017 Calcium EPA 200.7 278mg/kg 09/11/2017 Chromium EPA 2007 20.9 mg/kg 09/05/2017 Copper EPA 200.7 3.00 mg/kg 09/05/2017 Lead EPA 200.7 5.31 mg/kg 09/05/2017 Magnesium EPA 200.7 940 mg/kg 09/11/2017 Molybdenum EPA 200.7 <1.53 mg/kg 09/05/2017 Nickel EPA 200.7 3.36 mg/kg 09/05/2017 Potassium EPA 200.7 659mg/kg 09/11/2017 Selenium EPA 200.7 <1.53 mg/kg 09/05/2017 Sodium EPA2001 242mg/kg 09/11/2017 Zinc EPA 200.7 13.2 mg/kg 09/05/2017 Total Kjeldahl Nitrogen (TKN) EPA 351.2 292 mg/kg 09/05/2017 Nitrate+Nitrite-Nitrogen EPA 353.2 0.67 mg/kg 09/15/2017 Total Solids (%) SM 2540 B 64.0 % 08/28/2017 Ammonia Nitrogen SM 4500 NH3 C 18.61 mg/kg 09/15/2017 Report #:: 2017-12878 Page 5 of 15 Civil Works Contracting Date of Report: Sep 20, 2017 1404 Chadwick Drive Customer PO #: Sneads Ferry NC 28460 Customer ID: 16090025 Attention: Report #: 2017-12878 Project ID: Total Phosphorus SM 4500 P F 89.4 mg/kg 09/05/2017 Mercury SW8467471B 0.0590mg/kg 08/29/2017 TCLP Metals Arsenic EPA 200.7 <1.0mg/L 09/11/2017 Barium EPA 200.7 <1.0mg/L 09/11/2017 Cadmium EPA 200.7 <1.0 mg/L 09/11/2017 Chromium EPA200.7 <1.0mg/L 09/11/2017 Lead EPA 200.7 <1.0 mg/L 09/11/2017 Selenium EPA 200.7 <1.0 mg/L 09/11/2017 Silver EPA 200.7 <1.0 mg/L 09/11/2017 Mercury EPA 245.1 <0.0020 mg/L 09/08/2017 Report #:: 2017-12878 Page 6 of 15 Civil Works Contracting Date of Report: Sep 20, 2017 1404 Chadwick Drive Customer PO #: Sneads Ferry NC 28460 Customer ID: 16090025 Attention: Report #: 2017-12878 Project ID: Lab lD Sample ID: Collect Date/Time Matrix Sampled by 17-30878 Site: 3 8/28/2017 10:40 AM Solid/Sludge Eric McHorney Test Method Results Date Analyzed Chlordane SW 846 Method 8081B/3510 <0.02 mg/L 09/08/2017 Endrin SW 846 Method 8081B/3510 <0.0005 mg/L 09/08/2017 Heptachlor SW 846 Method 80818/3510 <0.0005 mg/L 09/08/2017 Heptachlor epoxide SW 846 Method 8081B/3510 <0.0005 mg/L 09/08/2017 Lindane SW 846 Method 8081B/3510 <0.0005 mg/L 09/08/2017 Methoxychlor SW 846 Method 8081B/3510 <0.0005 mg/L 09/08/2017 Toxaphene SW 846 Method 8081B/3510 <0.05 mg/L 09/08/2017 1,4-Dichlorobenzene (TCLP) SW 846 method 8270/3510 <0.050 mg/L 09/06/2017 2,4,5-Trichlorophenol (TCLP) SW 846 method 8270/3510 <0.050 mg/L 09/06/2017 2,4,6-Trichlorophenol (TCLP) SW 846 method 8270/3510 <0.050 mg/L 09/06/2017 2,4-Dinitrotoluene (TCLP) SW 846 method 8270/3610 <0.050 mg/L 09/06/2017 Cresol (TCLP) SW 846 method 8270/3510 <0.050 mg/L 09/06/2017 Hexachloro-1,3-butadiene (TCLP) SW 846 method 8270/3510 <0.050 mg/L 09/06/2017 Hexachlorobenzene (TCLP) SW 846 method 8270/3510 <0.050 mg/L 09/06/2017 Hexachloroethane (TCLP) SW 846 method 8270/3510 <0.050 mg/L 09/06/2017 m + p-Cresol (TCLP) SW 846 method 8270/3510 <0.050 mg/L 09/06/2017 Nitrobenzene (TCLP) SW 846 method 8270/3510 <0.050 mg/L 09/06/2017 o-Cresol (TCLP) SW 846 method 8270/3510 <0.050 mg/L 09/06/2017 Pentachlorophenol (TCLP) SW 846 method 8270/3510 <0.250 mg/L 09/06/2017 Pyridine (TCLP) SW 846 method 8270/3510 <0.050 mg/L 09/06/2017 2,4,5-TP SW846 Method 8151A <0.003 mg/L 09/12/2017 2,4-D SW846 Method 8151A <0.003 mg/L 09/12/2017 1, 1 -Dichloroethylene SW846 Method 8260/5030 <0.01 mg/L 09/12/2017 1,2-Dichloroethane SW846 Method 8260/5030 <0.01 mg/L 09/12/2017 Benzene SW846 Method 8260/5030 <0.01 mg/L 09/12/2017 Carbon Tetrachloride SW846 Method 8260/5030 <0.01 mg/L 09/12/2017 Report #:: 2017-12878 Page 7 of 15 Civil Works Contracting Date of Report: Sep 20, 2017 1404 Chadwick Drive Customer PO #: Sneads Ferry NC 28460 Customer ID: 16090025 Attention: Report #: 2017-12878 Project ID: Chlorobenzene SW846 Method 8260/5030 <0.01 mg/L 09/12/2017 Chloroform SW846 Method 8260/5030 <0.01 mg/L 09/12/2017 Methyl ethyl ketone SW846 Method 8260/5030 <0.05 mg/L 09/12/2017 Tetrachloroethylene SW846 Method 8260/5030 <0.01 mg/L 09/12/2017 Trichloroethylene SW846 Method 8260/5030 <0.01 mg/L 09/12/2017 Vinyl Chloride SW846 Method 8260/5030 <0.01 mg/L 09/12/2017 301 Ignitability EPA 1030 <0.8 mm/sec 09/06/2017 Cyanide EPA 335.4 <0.1144 mg/kg 09/07/2017 Sulfide SM 4500 S D <0.2289 mg/kg 09/11/2017 pH SW 846 Method 9045D 4.32 units 09/07/2017 Sludge Residuals Aluminum EPA 200.7 18500 mg/kg 09/12/2017 Arsenic EPA 200.7 3.44 mg/kg 09/05/2017 Cadmium EPA 200.7 <1.30 mg/kg 09/05/2017 Calcium EPA 200.7 411 mg/kg 09/11/2017 Chromium EPA 2007 21.3 mg/kg 09/05/2017 Copper EPA 200.7 2.53 mg/kg 09/05/2017 Lead EPA 200.7 5.55 mg/kg 09/05/2017 Magnesium EPA 200.7 1180mg/kg 09/11/2017 Molybdenum EPA 200.7 <1.30 mg/kg 09/05/2017 Nickel EPA 200.7 2.94mg/kg 09/05/2017 Potassium EPA 200.7 740 mg/kg 09/11/2017 Selenium EPA200.7 <1.30mg/kg 09/05/2017 Sodium EPA 200.7 269mg/kg 09/11/2017 Zinc EPA 200.7 12.5 mg/kg 09/05/2017 Total Kjeldahl Nitrogen (TKN) EPA 351.2 224 mg/kg 09/05/2017 Nitrate+Nitrite-Nitroggen EPA 353.2 <0.36 mg/kg 09/15/2017 Reporting limit a evated due to matrix interference. Total Solids (%) SM 2540 B 74.2 % 08/28/2017 Report #:: 2017-12878 Page 8 of 15 Civil Works Contracting Date of Report: Sep 20, 2017 1404 Chadwick Drive Customer PO #: Sneads Ferry NC 28460 Customer ID: 16090025 Attention: Report #: 2017-12878 Project ID: Ammonia Nitrogen SM 4500 NH3 C 48.18 mg/kg 09/15/2017 Total Phosphorus SM 4500 P F 70.2 mg/kg 09/05/2017 Mercury SW8467471B <0.026mg/kg 08/29/2017 TCLP Metals Arsenic EPA 200.7 <1.0mg/L 09/11/2017 Barium EPA 200.7 <1.0mg/L 09/11/2017 Cadmium EPA 200.7 <1.0mg/L 09/11/2017 Chromium EPA 200.7 <1.0 mg/L 09/11/2017 Lead EPA 200.7 <1.0mg/L 09/11/2017 Selenium EPA 200.7 <1.0 mg/L 09/11/2017 Silver EPA200.7 <1.0mg/L 09/11/2017 Mercury EPA 245.1 <0.0020 mg/L 09/08/2017 Report #:: 2017-12878 Page 9 of 15 Civil Works Contracting Date of Report: Sep 20, 2017 1404 Chadwick Drive Customer PO #: Sneads Ferry NC 28460 Customer ID: 16090025 Attention: Report #: 2017-12878 Project ID: Lab ID Sample ID: Collect Date/Time Matrix Sampled by 17-30879 Site: 4 8/28/2017 10:45 AM Solid/Sludge Eric McHorney Test Method Results Date Analyzed Chlordane SW 846 Method 8081B/3510 <0.02 mg/L 09/08/2017 Endrin SW 846 Method 8081 B/3510 <0.0005 mg/L 09/08/2017 Heptachlor SW 846 Method 8081B/3510 <0.0005 mg/L 09/08/2017 Heptachlor epoxide SW 846 Method 8081 B/3510 <0.0005 mg/L 09/08/2017 Lindane SW 846 Method 8081B/3510 <0.0005 mg/L 09/08/2017 Methoxychlor SW 846 Method 8081 B/3510 <0.0005 mg/L 09/08/2017 Toxaphene SW 846 Method 8081 B/3510 <0.05 mg/L 09/08/2017 1,4-Dichlorobenzene (TCLP) SW 846 method 8270/3510 <0.050 mg/L 09/06/2017 2,4,5-Trichlorophenol (TCLP) SW 846 method 8270/3510 <0.050 mg/L 09/06/2017 2,4,6-Trichlorophenol (TCLP) SW 846 method 8270/3510 <0.050 mg/L 09/06/2017 2,4-Dinitrotoluene (TCLP) SW 846 method 8270/3510 <0.050 mg/L 09/06/2017 Cresol (TCLP) SW 846 method 8270/3510 <0.050 mg/L 09/06/2017 Hexachloro-1,3-butadiene (TCLP) SW 846 method 8270/3510 <0.050 mg/L 09/06/2017 Hexachlorobenzene (TCLP) SW 846 method 8270/3510 <0.050 mg/L 09/06/2017 Hexachloroethane (TCLP) SW 846 method 8270/3510 <0.050 mg/L 09/06/2017 m + p-Cresol (TCLP) SW 846 method 8270/3510 <0.050 mg/L 09/06/2017 Nitrobenzene (TCLP) SW 846 method 8270/3510 <0.050 mg/L 09/06/2017 o-Cresol (TCLP) SW 846 method 8270/3510 <0.050 mg/L 09/06/2017 Pentachlorophenol (TCLP) SW 846 method 8270/3510 <0.250 mg/L 09/06/2017 Pyridine (TCLP) SW 846 method 8270/3510 <0.050 mg/L 09/06/2017 2,4,5-TP SW846 Method 8151A <0.003 mg/L 09/12/2017 2,4-D SW846 Method 8151A <0.003 mg/L 09/12/2017 1, 1 -Dich loroethylene SW846 Method 8260/5030 <0.01 mg/L 09/14/2017 1,2-Dichloroethane SW846 Method 8260/5030 <0.01 mg/L 09/14/2017 Benzene SW846 Method 8260/5030 <0.01 mg/L 09/14/2017 Carbon Tetrachloride SW846 Method 8260/5030 <0.01 mg/L 09/14/2017 Report #:: 2017-12878 Page 10 of 15 ANALYTICAL & CONSULTING CHEMISTS 6602 Windmill Way Wilmington, NC 28405 o 910.392.0223 Lab a 910.392.4424 Fax 710 Bov4sertown Road, Nlanteo, NC 27954 0 252.473.5702 Lab/Fax 255-A Wilmington Highway, Jacksonville, NC 28540 * 910.347.5843 Lab/Fax info(rx;eiivironmentalchemists.com Civil Works Contracting Date of Report: Sep 20, 2017 1404 Chadwick Drive Customer PO #: Sneads Ferry NC 28460 Customer ID: 16090025 Attention: Report #: 2017-12878 Project ID: Chlorobenzene SW846 Method 8260/5030 <0.01 mg/L 09/14/2017 Chloroform SW846 Method 8260/5030 <0.01 mg/L 09/14/2017 Methyl ethyl ketone SW846 Method 8260/5030 0.07 mg/L 09/14/2017 Tetrachloroethylene SW846 Method 8260/5030 <0.01 mg/L 09/14/2017 Trichloroethylene SW846 Method 8260/5030 <0.01 mg/L 09/14/2017 Vinyl Chloride SW846 Method 8260/5030 <0.01 mg/L 09/14/2017 RCI Ignitability Cyanide Sulfide pH Sludge Residuals Aluminum Arsenic Cadmium Calcium Chromium Copper Lead Magnesium Molybdenum Nickel Potassium Selenium Sodium EPA 1030 EPA 335.4 SM 4500 S D SW 846 Method 9045D EPA 200.7 EPA 200.7 EPA 200.7 EPA 200.7 EPA 200.7 EPA 200.7 EPA 2007 EPA 200.7 EPA 200.7 EPA 200.7 EPA 2007 EPA 200.7 EPA 200.7 Zinc EPA 200.7 Total Kjeldahl Nitrogen (TKN) EPA 351.2 Nitrate+Nitrite-Nitrogen EPA 353.2 Reporting limit a evated due to matrix interference. <0.8 mm/sec <0.1099 mg/kg <0.2199 mg/kg 5.58 units 18300 mg/kg 3.92 mg/kg <1.65 mg/kg 731 mg/kg 31.2 mg/kg 2.60 mg/kg 5.87 mg/kg 1080 mg/kg <1.65 mg/kg 3.92 mg/kg 722 mg/kg <1.65 mg/kg 205 mg/kg 13.2 mg/kg 482 mg/kg <0.39 mg/kg 09/06/2017 09/07/2017 09/11/2017 09/07/2017 09/07/2017 09/07/2017 09/07/2017 09/11/2017 09/05/2017 09/07/2017 09/07/2017 09/11/2017 09/07/2017 09/07/2017 09/11/2017 09/07/2017 09/11/2017 09/07/2017 09/05/2017 09/15/2017 Total Solids (%) SM 2540 B 89.7 % 08/28/2017 Report #:: 2017-12878 Page 11 of 15 Civil Works Contracting Date of Report: Sep 20, 2017 1404 Chadwick Drive Customer PO #: Sneads Ferry NC 28460 Customer ID: 16090025 Attention: Report #: 2017-12878 Project ID: Ammonia Nitrogen SM 4500 NH3 C 27.08 mg/kg 09/15/2017 Total Phosphorus SM 4500 P F 98.2 mg/kg 09/05/2017 Mercury Sw846 74718 <0.022 mg/kg 08/29/2017 TCLP Metals Arsenic EPA 200.7 <1.0 mg/L 09/11/2017 Barium EPA200.7 <1.0mg/L 09/11/2017 Cadmium EPA 200.7 <1.0 mg/L 09/11/2017 Chromium EPA 200.7 <1.0mg/L 09/11/2017 Lead EPA 200.7 <1.0mg/L 09/11/2017 Selenium EPA 200.7 <1.0mg/L 09/11/2017 Silver EPA 200.7 <1.0mg/L 09/11/2017 Mercury EPA 245.1 <0.0020 mg/L 09/08/2017 Report #:: 2017-12878 Page 12 of 15 Civil Works Contracting Date of Report: Sep 20, 2017 1404 Chadwick Drive Customer PO #: Sneads Ferry NC 28460 Customer ID: 16090025 Attention: Report #: 2017-12878 Project ID: Lab ID Sample ID: Collect Date/Time Matrix Sampled by 17-30880 Site: 5 8/28/2017 10:50 AM Solid/Sludge Eric McHorney Test Method Results Date Analyzed Chlordane SW 846 Method 8081B/3510 <0.02 mg/L 09/08/2017 Endrin SW 846 Method 8081B/3510 <0.0005 mg/L 09/08/2017 Heptachlor SW 846 Method 8081B/3510 <0.0005 mg/L 09/08/2017 Heptachlor epoxide SW 846 Method 8081B/3510 <0.0005 mg/L 09/08/2017 Lindane SW 846 Method 8081B/3510 <0.0005 mg/L 09/08/2017 Methoxychlor SW 846 Method 8081B/3510 <0.0005 mg/L 09/08/2017 Toxaphene SW 846 Method 8081B/3510 <0.05 mg/L 09/08/2017 1,4-Dichlorobenzene (TCLP) SW 846 method 8270/3510 <0.050 mg/L 09/06/2017 2,4,5-Trichlorophenol (TCLP) SW 846 method 8270/3510 <0.050 mg/L 09/06/2017 2,4,6-Trichlorophenol (TCLP) SW 846 method 8270/3510 <0.050 mg/L 09/06/2017 2,4-Dinitrotoluene (TCLP) SW 846 method 8270/3510 <0.050 mg/L 09/06/2017 Cresol (TCLP) SW 846 method 8270/3510 <0.050 mg/L 09/06/2017 Hexachloro-1,3-butadiene (TCLP) SW 846 method 8270/3510 <0.050 mg/L 09/06/2017 Hexachlorobenzene (TCLP) SW 846 method 8270/3510 <0.050 mg/L 09/06/2017 Hexachloroethane (TCLP) SW 846 method 8270/3510 <0.050 mg/L 09/06/2017 m + p-Cresol (TCLP) SW 846 method 8270/3510 <0.050 mg/L 09/06/2017 Nitrobenzene (TCLP) SW 846 method 8270/3510 <0.050 mg/L 09/06/2017 o-Cresol (TCLP) SW 846 method 8270/3510 <0.050 mg/L 09/06/2017 Pentachlorophenol (TCLP) SW 846 method 8270/3510 <0.250 mg/L 09/06/2017 Pyridine (TCLP) SW 846 method 8270/3510 <0.050 mg/L 09/06/2017 2,4,5-TP SW846 Method 8151A <0.003 mg/L 09/12/2017 2,4-D SW846 Method 8151A <0.003 mg/L 09/12/2017 1,1-Dichloroethylene SW846 Method 8260/5030 <0.01 mg/L 09/14/2017 1,2-Dichloroethane SW846 Method 8260/5030 <0.01 mg/L 09/14/2017 Benzene SW846 Method 8260/5030 <0.01 mg/L 09/14/2017 Carbon Tetrachloride SW846 Method 8260/5030 <0.01 mg/L 09/14/2017 Report #:: 2017-12878 Page 13 of 15 Civil Works Contracting Date of Report: Sep 20, 2017 1404 Chadwick Drive Customer PO #: Sneads Ferry NC 28460 Customer ID: 16090025 Attention: Report #: 2017-12878 Project ID: Chlorobenzene SW846 Method 8260/5030 <0.01 mg/L 09/14/2017 Chloroform SW846 Method 8260/5030 <0.01 mg/L 09/14/2017 Methyl ethyl ketone SW846 Method 8260/5030 <0.05 mg/L 09/14/2017 Tetrachloroethylene SW846 Method 8260/5030 <0.01 mg/L 09/14/2017 Trichloroethylene SW846 Method 8260/5030 <0.01 mg/L 09/14/2017 Vinyl Chloride SW846 Method 8260/5030 <0.01 mg/L 09/14/2017 RCI Ignitability EPA 1030 <0.8 mm/sec 09/06/2017 Cyanide EPA 335.4 <0.1156 mg/kg 09/07/2017 Sulfide SM 4500 S D <0.2313 mg/kg 09/11/2017 pH SW 846 Method 9045D 4.24 units 09/07/2017 Sludge Residuals Aluminum EPA 200.7 30100 mg/kg 09/07/2017 Arsenic EPA 200.7 6.15 mg/kg 09/05/2017 Cadmium EPA 200.7 <1.58 mg/kg 09/05/2017 Calcium EPA 200.7 466 mg/kg 09/11/2017 Chromium EPA 200.7 43.3mg/kg 09/05/2017 Copper EPA 200.7 5.15 mg/kg 09/05/2017 Lead EPA 200.7 7.71 mg/kg 09/05/2017 Magnesium EPA 200.7 1600mg/kg 09/11/2017 Molybdenum EPA200.7 <1.58mg/kg 09/05/2017 Nickel EPA 200.7 4.64 mg/kg 09/05/2017 Potassium EPA 200.7 1080mg/kg 09/11/2017 Selenium EPA 2007 <1.58 mg/kg 09/05/2017 Sodium EPA 200.7 412mg/kg 09/11/2017 Zinc EPA 2007 20.5 mg/kg 09/05/2017 Total Keldahl Nitrogen (TKN) EPA351.2 915mg/kg 09/05/2017 Nitrate+Nitrite-Nitrogen EPA 353.2 <0.39 mg/kg 09/15/2017 Reporting limit a evated due to matrix interference. Total Solids (%) SM 2540 B 60.9 % 08/28/2017 Report #:: 2017-12878 Page 14 of 15 6602 Windmill Way, Wilmington, NC 28405 o 910.392.0223 Lab & 910.392.4424 Fax 710 Bowsertown Road, Manteo, NC 27954 e 252.473.5702 Lab/Fax 255-A Wilmington Highway, Jacksonville, NC 28540 * 910,347.5843 Lab/Fax info@envlronmentatchernists.com Civil Works Contracting Date of Report: Sep 20, 2017 1404 Chadwick Drive Customer PO #: Speeds Ferry NC 28460 Customer ID: 16090025 Attention- Report #: 2017-12878 Project ID: Ammonia Nitrogen SM 4500 NH3 C 39.68 mg/kg 09/15/2017 Total Phosphorus SM 4500 P F 119 mg/kg 09/05/2017 Mercury SW846 74718 0. 0610 mg/kg 08/29/2017 TCLP Metals Arsenic EPA 2001 <1.0 mg/L 09/11/2017 Barium EPA 2007 <1,0 mg/L 09/11/2017 Cadmium EPA 200.7 <1,0 mgIL 09/11/2017 Chromium EPA 200.7 <1.0 mg/L 09/11/2017 Lead EPA 200.7 <1 .0 mg/L 09/11/2017 Selenium EPA 200,7 <1.0 mg/L 09/11/2017 Silver EPA 200.7 <1.0 mg/L 09/11/2017 Mercury EPA 245.1 <0,0020 mg/L 09/08/2017 Comment- Sludge residuals results reported on a dry weight basis, pH reported on an as received basis. A Al Reviewed by: W ViLLCtrL I Report #': 2017-12878 Paw 15 of 15 Analytical & Consulting Chemists 6602 Windmill Way Wilmington, NC 28405 ENVIRONMENTAL CHEMISTS, INC OFFICE: 910-392-0223 FAX 910-392-4424 NCDENR: DWO CER71FICA71ON # 94 NCDHHS: DLS CERTIFIrATION # 37729 In"onvironmentalchemistecorn COLLECTION AND CHAIN OF CUSTODY CLIENI.�:,rV� PROJECT NAME: REPORT NO. 4 -7 ADDRESS: CONTACT NAME: PO NO: REPORT TO: PHONE/FAX: 1COPY TO: 6711:j 41 r2 P7 I Wj Sample Identification =&n. I r7m MM mulnualum M M �"NM111111 DII, SL = Sludge, Other: ANALYSIS REQUESTED Transfer Relinquished By. Datemme Received By. Datarriff te 1. 2. -A- Temperature when Received: —Accepted: — R t _ Re—samp-e Requested:Delivered By: Received y: Date:k Time: TURNAROUND: ENCLO SURE 6 61 ,rlilr ,Fitt. .'",e Ap Erg A 'I -3 M p J CIL. A,7. W IX; F-Wk-� JI 'P 'P% r 9 I'Llo, I —P f I . -4 • 3. r• -P y•! -!, . LA %N % OL T P. r p .04 In 1p" % a k 14 OL I % Ilk. 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