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NCG140434_COMPLETE FILE - HISTORICAL_20181001
STORMWATER DIVISION CODING SHEET NCG PERMITS PERMIT NO. IVC& 140 445� DOC TYPE HISTORICAL FILE ❑ MONITORING REPORTS DOC DATE ❑ I ;b 1p O� WYYMMDD ROY COOPER NORTH CAROLINA Governor Environmental Quality MICHAEL S. REGAN Secretary WILLIAM E. (TOBY) VINSON, JR. Interim Director October 1, 2018 Southern Concrete Materials Attention: Jeff Lamm Post Office Box 5395 Asheville, North Carolina 28813 Subject: Compliance Evaluation Inspection Permit: NCG140154 Cherokee County, North Carolina Permit: NCG140434 Cherokee County, North Carolina Permit: NCG140395 Swain County, North Carolina Permit: NCG140158 Jackson County, North Carolina Dear Mr. Lamm: Enclosed please find a copy of the Compliance Evaluation Inspection Report for the inspection I conducted at the subject facilities on September 6, 2018. The report should be self-explanatory; however, should you have any questions concerning this report, please do not hesitate to contact me at (828) 296-4500 or by email at Isaiah.reed@ncdenr.gov. Since , Isaiah Reed, CEP 1, MS4CE I Environmental Specialist Land Quality Section Enclosure: Inspection Report North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources Asheville Regional Office 1 2090 U.S. Highway70 1 Swan nanoa, North Carolina 28778 828.296.4500 rof Permit: NCG140434 SOC: county: Cherokee Region: Asheville Contact Person: John Bryson Directions to Facility: System Classifications: Primary ORC: Secondary ORC(s): On -Site Representative(s): Related Permits: Compliance Inspection Report Effective: 08/01/17 Expiration: 06/30/22 Owner: Southern Concrete Materials Effective: Expiration: Facility: Southern Concrete Materials - Murphy Plant 395 Wingate Rd Murphy NC 28906 Title: Phone: 828-456-9048 l Certification: Phone: Inspection Date: 0910612018 Entry Time: 11:45AM Exit Time: 12:45PM Primary Inspector: Isaiah L Reed Phone: 828-296-4614 Secondary Inspector(s): Reason for Inspection: Routine Inspection Type: Compliance Evaluation Permit Inspection Type: Ready Mix Concrete Stormwater/Wastewater Discharge COC Facility Status: ❑ Compliant ® Not Compliant Question Areas: ® Storm Water (See attachment summary) Page: Permit: NCG140434 Owner -Facility: Southern Concrete Materials Inspection Date: 09/0612018 Inspection Type : Compliance Evaluation Reason for Visit: Routine Inspection Summary: On September 6, 2018 this facility was inspected for compliance. I met with Jeff Lamm and Rob Lindsay on site. Durin gthe inspection, the following items were observed. 1) Due to the capacity and storage of chemicals on site, secondary containment is required by the permit. The permitee is directed to immediately begin designing and implementing secondary containment in all areas where needed. If you have any questions, please contact this office at (828) 296-4614 Page: 2 Permit: NCG140434 Owner -Facility: Southern Concrete Materials Inspection Date: 09/0612018 Inspection Type : Compliance Evaluation Reason for Visit: Routine Stormwater Pollution Prevention Plan Yes No NA NE Does the site have a Stormwater Pollution Prevention Plan? is ❑ ❑ ❑ # Does the Plan include a General Location (USGS) map? ®❑ ❑ ❑ # Does the Plan include a "Narrative Description of Practices"? ® ❑ ❑ ❑ # Does the Plan include a detailed site map including outfall locations and drainage areas? ® ❑ ❑ ❑ # Does the Plan include a list of significant spills occurring during the past 3 years? ® ❑ ❑ ❑ # Has the facility evaluated feasible alternatives to current practices? go ❑ ❑ ❑ # Does the facility provide all necessary secondary containment? ❑ ®❑ ❑ # Does the Plan include a BMP summary? ® ❑ ❑ ❑ # Does the Plan include a Spill Prevention and Response Plan (SPRP)? ® ❑ ❑ ❑ # Does the Plan include a Preventative Maintenance and Good Housekeeping Plan? ® ❑ ❑ ❑ # Does the facility provide and document Employee Training? ® ❑ ❑ ❑ # Does the Plan include a list of Responsible Party(s)? ® ❑ ❑ ❑ # Is the Plan reviewed and updated annually? ® ❑ ❑ ❑ # Does the Plan include a Stormwater Facility Inspection Program? ®❑ ❑ ❑ Has the Stormwater Pollution Prevention Plan been implemented? ❑ ®❑ ❑ Comment: Secondary Containment Issues Qualitative Monitorinci Yes No NA NE Has the facility conducted its Qualitative Monitoring semi-annually? ®❑ ❑ ❑ I Comment: Analytical Monitoring Yes No NA NE Has the facility conducted its Analytical monitoring? IN ❑ ❑ ❑ # Has the facility conducted its Analytical monitoring from Vehicle Maintenance areas? ❑ ❑ ® ❑ Comment: Permit and Outfalls Yes No NA NE # Is a copy of the Permit and the Certificate of Coverage available at the site? ®❑ ❑ ❑ # Were all outfalls observed during the inspection? R ❑ ❑ ❑ # If the facility has representative outfall status, is it properly documented by the Division? ❑ ❑ Is ❑ # Has the faciUy evaluated all illicit (non Stormwater) discharges? ® ❑ ❑ ❑ Comment: Page: 3 Permit: NCG140434 SOc: County: Cherokee Region: Asheville Contact Person: John Bryson Directions to Facility: System Classifications: Primary ORC: Secondary ORC(s): On -Site Rep rose ntative(s): Related Permits: Compliance Inspection Report Effective: 07/01/16 Expiration: 06/30/17 Owner : Southern Concrete Materials Inc Effective: Expiration: Facility: Southern Concrete Materials - Murphy Plant 395 Wingate Rd Title: Inspection Date: 08/10/2016 ntry Time: 12A5PM Primary Inspector: Richard Morris Secondary Inspector(s): Murphy NC 28906 Phone: 828-456-9048 Certification: Phone: Exit Time: 01:45PM Phone: 828-296-4500 Reason for Inspection: Routine Inspection Type: Compliance Evaluation Permit Inspection Type: Ready Mix Concrete Stormwater/Wastewater Discharge COC Facility Status: Compliant Not Compliant Question Areas: ■ Storm Water (See attachment summary) Page: 1 Permit: NCG140434 Owner - Facility: Southern Concrete Materials Inc Inspection Date: 08110/2016 Inspection Type : Compliance Evaluation Reason for Visit: Routine Inspection Summary: The facility was found in compliance with this inspection. Last inspection in 2015 documented discrepancies and the following corrections were made: a. Analytical data is now being stored on site b. Employee training is documented and on file at site. c. There is now a detailed map showing all outfalis and is included with SWPPP. d. Secondary containment is being provided for two add mixture vessels. e. Outfall has no documented flows. Page: 2 Permit: NCG140434 owner - Facility: Southern Concrete Materials Inc Inspection Date: 08110/2016 Inspection Type : Compliance Evaluation Reason for Visit: Routine Analytical Monitoring Yes No NA NE Has the facility conducted its Analytical monitoring? S ❑ ❑ ❑ # Has the facility conducted its Analytical monitoring from Vehicle Maintenance areas? ❑ ❑ ❑ Comment: Permit and Outfatls Yes No NA NE # Is a copy of the Permit and the Certificate of Coverage available at the site? M ❑ ❑ ❑ # Were all outfalIs observed during the inspection? M ❑ ❑ ❑ # If the facility has representative outfall status, is it properly documented by the Division? ❑ ❑ 0 ❑ # Has the facility evaluated all illicit (non stormwater) discharges? M ❑ ❑ ❑ Comment: Out fall sampling has been taking place at the retention pond. Sampling must take place at the out fall. To date there have been no documented flows at the out fall. Qualitative Monitoring Yes No NA NE Has the facility conducted its Qualitative Monitoring semi-annually? M ❑ ❑ ❑ Comment: Stormwater Pollution Prevention Plan Yes No NA NE Does the site have a Stormwater Pollution Prevention Plan? 0 ❑ ❑ ❑ # Does the Plan include a General Location (USGS) map? M ❑ ❑ ❑ # Does the Plan include a."Narrative Description of Practices"? M ❑ ❑ ❑ # Does the Plan include a detailed site map including outfall locations and drainage areas? M ❑ ❑ ❑ # Does the Plan include a list of significant spills occurring during the past 3 years? ❑ M ❑ ❑ # Has the facility evaluated feasible alternatives to current practices? ❑ ❑ ❑ M # Does the facility provide all necessary secondary containment? ❑ M ❑ ❑ # Does the Plan include a BMP summary? m ❑ ❑ ❑ # Does the Plan include a Spill Prevention and Response Plan (SPRP)? i ❑ ❑ ❑ # Does the Plan include a Preventative Maintenance and Good Housekeeping Plan? 0 ❑ ❑ ❑ # Does the facility provide and document Employee Training? M ❑ ❑ ❑ # Does the Plan include a list of Responsible Party(s)? ■ ❑ ❑ ❑ # Is the Plan reviewed and updated annually? 0 ❑ ❑ ❑ # Does the Plan include a Stormwater Facility Inspection Program? 0 ❑ ❑ ❑ Has the Stormwater Pollution Prevention Plan been implemented? 0 ❑ ❑ ❑ Page: 3 Permit: NCG140434 Owner -Facility: Southern Concrete Materials Inc Inspection Date: 08/10/2016 Inspection Type : Compliance Evaluation Reason for Visit: Routine Stormwater Pollution Prevention Plan Yes No NA NE Comment: Significant spills need to be documented each „year. If none occured, document no spills. Secondary containment. There are two vessels, one 1.500-gallon, and one- 1.000-gallon ad mix tanks that need seconda containment. note: Plans are to store these two vessels into an existing shipping container. Shipping containers need to be spill -proofed. Page: 4 NORTH CAROLINA DIVISION OF Asheville Regional Office AIR QUALITY Southern Concrete Materials Inc - Ranger NC Facility ID 2000126 Inspection Report County/FIPS: Cherokee/039 Date: 08/26/2016 Facility Data Permit Data Southern Concrete Materials Inc - Ranger Permit 395 Wingate Road Issued Murphy, NC 28906 Expires Lat: 35d 1.7340m Long: 84d 7.951Om Classification SIC: 3273 / Ready -Mixed Concrete Permit Status NAICS: 32732 / Ready -Mix Concrete Manufacturing Current Permit Application(s) None Program Applicability SIP Contact Data Facility Contact Authorized Contact Technical Contact John Bryson Jeff Lamm Jeff Lamm Vice President Western Vice Vice Division President/Environmental President/Environmental (828) 456-9048 Affairs Affairs (828)253-6421 (828)253-6421 Compliance Data Comments: Inspection Date 08/16/2016 Inspector's Name Richard Morris Inspector's Signature: Operating Status Operating Compliance Code Compliance - inspection Action Code FCE Date of Signature: ��� �� �d� 6 On -Site Inspection Result Compliance Total Actual emissions in TONSIYEAR: TSP S02 NOX VOC CO PM t 0 * HAP 2012 --- --- --- --- --- 2007 -- 0.0000 --- 0.0000 0.0000 --- - - * Hi est HAP Emitted (in ounds) Five Year Violation Year Violation History: None Date Letter Type Rule Violated Violation Resolution Date Performed Stack Tests since last FCE.- None Date Test Results Test Method(s) Source(s) Tested Inspection Report: 1) Location: Southern Concrete Materials Inc. - Ranger is located at 395 Wingate Road in Ranger, NC. Cherokee Co. Directions: Take Hwy 19/74/129 from. Murphy to Hwy 64/74 West to Ranger. Follow 64 west for approximately 1 1 miles. The facility is located off of the Hwy on the right. 2) Facility Overview: Southern Concrete Materials Inc. - Ranger is a concrete batch plant, producing concrete for commercial use. This facility is permitted under Air Permit No. 09413R03, effective from May 9, 2014, until April 30, 2018. Last compliance inspection conducted on August 6, 2015 by Richard Morris. Facility applied for permit rescission on June 24, 2016 and given on August 5, 2016, Safety: Steel toed shoes, eye protection Current throughputs: currently unknown. Facility is not operating. Pre -inspection Conference: On August 16, 2016, Richard Morris with NC Air Quality arrived at Southern Concrete Materials Inc. — Ranger to conduct an annual compliance inspection and storm water inspection as part of a multi -media inspection. Upon arrival I met with Jeff Lamm, Vice -Preside nt/Environmental Affairs, and Thomas Ledford, Area Manager. We discussed the following: a) found the facility not operating. b) This plant is used as a back-up for the Andrews plant to supply concrete for the new casino. The facility has not operated in since March 2016. c) I checked the bagfilter records and found they are keeping weekly maintenance records when operating. Last records were dated March 3, 2016. Process Description: (AP-42) Concrete is composed essentially of water, cement, sand (fine aggregate), and coarse aggregate. Coarse aggregate may consist of gravel, crushed stone, or iron blast furnace slag. Some specialty aggregate products could be either heavyweight aggregate (of barite, magnetite, limonite, ilmenite, iron, or steel) or lightweight aggregate (with sintered clay, shale, slate, diatomaceous shale, perlite, vermiculite, slag, pumice, cinders, or sintered fly ash). Concrete batching plants store, convey, measure, and discharge these constituents into trucks for transport to a job site. In some cases, concrete is prepared at a building construction site or for the manufacture of concrete products such as pipes and prefabricated construction parts. The raw materials can be delivered to a plant by rail, truck, or barge. The cement is transferred to elevated storage silos pneumatically or by bucket elevator. The sand and coarse aggregate are transferred to elevated bins by front end loader, clam shell crane, belt conveyor, or bucket elevator. From these elevated bins, the constituents are fed by gravity or screw conveyor to weigh hoppers, which combine the proper amounts of each material. Truck mixed (transit mixed) concrete involves approximately 75 percent of U. S. concrete batching plants. At these plants, sand, aggregate, cement, and water are all gravity fed from the weigh hopper into the mixer trucks. The concrete is mixed on the way to the site where the concrete is to be poured. Central mix facilities (including shrink mixed) constitute the other one-fourth of the industry. With these, concrete is mixed and then transferred to either an open bed dump truck or an agitator truck for transport to the job site. Shrink mixed concrete is concrete that is partially mixed at the central mix plant and then completely mixed in a truck mixer on the way to the job site. Dry batching, with concrete mixed and hauled to the construction site in dry form, is seldom, if ever, used. Inspection: 1 observed all the equipment that has been constructed and verified all parts are permit listed. Plant was not operating. 3) Emission Source and Regulatory Review: Permitted Sources are: _ Emission I Emission Source Control Control System Source ID _ Description -, _ System I_D Description One truck mix concrete batch plant (maximum rated capacity of 100 cubic yards of concrete per hour) consisting of the following: `one cement storage silo (100 tons of cement _ one bagfilter (156 square ES-2 storage capacity) CD-1 feet of filter area) I one cement weigh hopper (100 cubic yards of ' bagfilter (27 square ES-4 I concrete per hour maximum batching capacity)' lone FCD-3 feet of filter area) 11 ES-5 ilone concrete truck load -out operation _��_ NIA �; _ NIA -� Insignificant Sources: Source Exemption Source of Source of Title V Regulation TAPS? Pollutants? 11 1-I - one natural gas -fired boiler (2.2 million Btu per I 2Q .0102 hour maximum heat input rate) 11 (c)(2)(B)(ii) Yes Yes I-2 - Sand and aggregate delivery to ground storage, 2Q .0102 — No I Yes transfer to conveyor, and transfer to elevated storage (c)(2)(E)(i) J[1-3 - Sand and aggregate weigh hopper (2Q 0102) Nu Yes 11 Stipulation Review: All stipulations in compliance by facility not operating. Permit rescinded. Reporting requirements: . None 4) Compliance History Review: None 5) Stack Test Review: Not required 6) t t2R Status: Based on the facility's inventory, it was decided that they are not subject to 112R reporting requirements 7) Comments and Compliance Statement: Based on review of records and visual observations, this facility ``appeared to be operating in compliance" with the Air Quality standards and regulations at the time of this inspection. /rem n Fg] o BASF We create chemistry Received J1lN 1 8 2015 Land Quality Section Asheville Safety Data Sheet MasterSet AC 122 also POZZOLITH 122 HE Revision date: 2015/05/27 Page: 1/9 Version: 2.0 (30598716/SDS_GEN_US/EN) 1. Identification Product identifier used on the label MasterSet AC 122 also POZZOLITH 122 HE Recommended use of the chemical and restriction on use Recommended use": for industrial and professional users Suitable for use in industrial sector: cement industry The "Recommended use" identified for this product is provided solely to comply with a Federal requirement and is not part of the sellers published specification. The terms of this Safety Data Sheet (SDS) do not create or infer any warranty, express or implied, including by incorporation into or reference in the seller's sales agreement. Details of the supplier of the safety data sheet Co_mnanv: BASF CORPORATION 100 Park Avenue Florham Park, NJ 07932, USA Telephone: +1 973 245-6000 Emergency telephone number C H EMT R EC: 1-800-424-9300 BASF HOTLINE: 1-800-832-HELP (4357) Other means of identification Chemical family: No data available. 2. Hazards Identification According to Regulation 2012 OSHA Hazard Communication Standard; 29 CFR Part 1910.1200 Classification of the product Eye Dam./Irrit. 2A Label elements Pictogram: Serious eye damage/eye irritation Safety Data Sheet MasterSet AC 122 also POZZOLITH 122 HE Revision date : 2015/05/27 Page: 2/9 Version: 2.0 (30598716/SDS_GEN_US/EN) 1 Signal Word: Warning Hazard Statement: H319 Causes serious eye irritation. Precautionary Statements (Prevention): P280 Wear eye/face protection. P264 Wash with plenty of water and soap thoroughly after handling. Precautionary Statements (Response): P305 + P351 + P338 IF IN EYES: Rinse cautiously with water for several minutes. Remove contact lenses, if present and easy to do. Continue rinsing. P337 + P311 If eye irritation persists: Call a POISON CENTER or doctor/physician. Hazards not otherwise classified If applicable information is provided in this section on other hazards which do not result in classification but which may contribute to the overall hazards of the substance or mixture. 3. Composition 1 Information on Ingredients According to Regulation 2012 OSHA Hazard Communication Standard: 29_CFR Part 1910.1200 CAS Number 10043-52-4 7789-41-5 111-42-2 4. First -Aid Measures Weight % Chemical name >= 5.0 - < 15.0% calcium chloride >= 0.3 - < 1.0% Calcium bromide (CaBr2) >= 0.0 - < 0.2% 2,2'-iminodiethanol Description of first aid measures General advice: First aid personnel should pay attention to their own safety. Immediately remove contaminated clothing. If inhaled: If difficulties occur after vapour/aerosol has been inhaled, remove to fresh air and seek medical attention. If on skin: After contact with skin, wash immediately with plenty of water and soap. Under no circumstances should organic solvent be used. If irritation develops, seek medical attention. If in eyes: Wash affected eyes for at least 15 minutes under running water with eyelids held open, consult an eye specialist. Safety Data Sheet IVlasterSet AC 122 also POZZOLITH 122 HE Revision date : 2015/05/27 Page: 3/9 Version:2.0 (30598716/SDS GEN US/EN) If swallowed: Rinse mouth immediately and then drink plenty of water, seek medical attention. Do not induce vomiting unless told to by a poison control center or doctor. Most important symptoms and effects, both acute and delayed Symptoms: The most important known symptoms and effects are described in the labelling (see section 2) and/or in section 11. Hazards: No applicable information available. Indication of any immediate medical attention and special treatment needed Note to physician_ Treatment: Treat according to symptoms (decontamination, vital functions), no known specific antidote. 5. Fire -Fighting Measures Extinguishing media Suitable extinguishing media: foam, water spray, dry powder, carbon dioxide Unsuitable extinguishing media for safety reasons: water jet Special hazards arising from the substance or mixture Hazards during fire -fighting: carbon dioxide, carbon monoxide, harmful vapours, nitrogen oxides, fumes/smoke, carbon black Advice for fire-fighters Protective equipment for fire -fighting: Wear a self-contained breathing apparatus. Further information: The degree of risk is governed by the burning substance and the fire conditions. If exposed to fire, keep containers cool by spraying with water. Collect contaminated extinguishing water separately, do not allow to reach sewage or effluent systems. Contaminated extinguishing water must be disposed of in accordance with official regulations. 6. Accidental release measures Personal precautions, protective equipment and emergency procedures Do not breathe vapour/aerosol/spray mists. Wear eye/face protection. If exposed to high vapour concentration, leave area immediately. Use personal protective clothing. Handle in accordance with good building materials hygiene and safety practice. Environmental precautions Contain contaminated water/firefighting water. Do not discharge into drains/surface waters/groundwater. Methods and material for containment and cleaning up Safety Data Sheet MasterSet AC 122 also POZZOLITH 122 HE Revision date : 2015/05/27 Page: 4/9 Version:2.0 (30598716/SDS_GEN US/EN) For small amounts: Pick up with inert absorbent material (e.g. sand, earth etc.). Dispose of contaminated material as prescribed. For large amounts: Pump off product. 7. Handling and Storage Precautions for safe handling Avoid aerosol formation. Avoid inhalation of mists/vapours. Avoid skin contact. No special measures necessary provided product is used correctly. Conditions for safe storage, including any incompatibilities No applicable information available. Suitable materials for containers: High density polyethylene (HDPE) Further information on storage conditions: Keep only in the original container in a cool, well - ventilated place. Protect from direct sunlight. Store protected against freezing. Keep only in the original container in a cool, dry, well -ventilated place away from ignition sources, heat or flame. Store protected against freezing. Protect from direct sunlight. Protect from temperatures below: 0 °C The packed product must be protected from temperatures below the indicated one. Protect from temperatures below: 32 °F The packed product must be protected from temperatures below the indicated one. 8. Exposure Controls/Personal Protection No occupational exposure limits known. Advice on system design: No applicable information available. Personal protective eauinment Respiratory protection: When workers are facing concentrations above the occupational exposure limits they must use appropriate certified respirators. Hand protection: Wear chemical resistant protective gloves., Manufacturers directions for use should be observed because of great diversity of types. Eye protection: Safety glasses with side -shields. Body protection: Body protection must be chosen based on level of activity and exposure. General safety and hygiene measures: Do not inhale gases/vapourslaerosols. Avoid contact with the skin, eyes and clothing. Avoid exposure - obtain special instructions before use. Handle in accordance with good building materials hygiene and safety practice. Wearing of closed work clothing is recommended. When using, do not eat, drink or smoke. Hands and/or face should be washed before breaks and at the end of the shift. At the end of the shift the skin should be cleaned and skin -care agents applied. Gloves must be inspected regularly and prior to each use. Replace if necessary (e.g. pinhole leaks). Safety Data Sheet MasterSet AC 122 also POZZOLiTH 122 HE Revision date : 2015/05/27 Page: 5/9 Version:2.0 (30598716/SDS GEN US/EN) 9. Physical and Chemical Properties Form: liquid Odour: odourless Odour threshold: No applicable information available. Colour: brown pH value: approx. 6 - 8 (approx. 25 °C) Melting point: No applicable information available. Boiling point: No applicable information available. Sublimation point: No applicable information available. Flash point: A flash point determination is unnecessary due to the high water content. Flammability: not flammable Lower explosion limit: No applicable information available. Upper explosion limit: No applicable information available. Vapour pressure: No applicable information available. Density: approx. 1.301 - 1.36 g/cm3 ( 20 "C) Relative density: No applicable information available. Vapour density: No applicable information available. Partitioning coefficient n- No applicable information available. octanol/water (log Pow): Thermal decomposition: No decomposition if stored and handled as prescribed/indicated. Viscosity, dynamic: No applicable information available. Viscosity, kinematic: No applicable information available. Solubility in water: No applicable information available. Solubility (quantitative): No applicable information available. Solubility (qualitative): miscible Evaporation rate: No applicable information available. Other Information: If necessary, information on other physical and chemical parameters is indicated in this section. 10. Stability and Reactivity Reactivity No hazardous reactions if stored and handled as prescribed/indicated Corrosion to metals: No corrosive effect on metal. Chemical stability The product is stable if stored and handled as prescribed/indicated. Possibility of hazardous reactions The product is stable if stored and handled as prescribed/indicated. Conditions to avoid See MSDS section 7 - Handling and storage. Incompatible materials strong acids, strong bases, strong oxidizing agents, strong reducing agents Safety Data Sheet MasterSet AC 122 also POZZOLITH 122 HE Revision date : 2015/05/27 Page: 619 Version: 2.0 (30598716/S DS_GENUS/EN) Hazardous decomposition products Decomposition products: No hazardous decomposition products if stored and handled as prescribedfindicated. Thermal decomposition: No decomposition if stored and handled as prescribed/indicated. 11. Toxicological information Primary routes of exposure Routes of entry for solids and liquids are ingestion and inhalation, but may include eye or skin contact. Routes of entry for gases include inhalation and eye contact. Skin contact may be a route of entry for liquefied gases. Acute Toxicity/Effects Acute toxicity Assessment of acute toxicity: Virtually nontoxic after a single ingestion. Virtually nontoxic by inhalation. Virtually nontoxic after a single skin contact. Based on available Data, the classification criteria are not met. The product has not been tested. The statement has been derived from the properties of the individual components. Oral No applicable information available. Inhalation No applicable information available. Dermal No applicable information available. Assessment other cuteeffects No applicable information available. Irritation / corrosion Assessment of irritating effects: Eye contact causes irritation. Skin Species: rabbit Result: Slightly irritating. Sensitization Assessment of sensitization: No applicable information available. Chronic Toxicity/Effects Repeated_ dose toxicity Assessment of repeated dose toxicity: No reliable data was available concerning repeated dose toxicity. Based on available Data, the classification criteria are not met. Genetic toxicity Assessment of mutagenicity: The chemical structure does not suggest a specific alert for such an effect. Based on available Data, the classification criteria are not met. Carcinogenicit Safety Data Sheet MasterSet AC 122 also POZZOLITH 122 HE Revision date : 2015/05/27 Page: 7/9 Version: 2.0 (30598716/SDS_GEN_US/EN) Assessment of carcinogenicity: The chemical structure does not suggest a specific alert for such an effect. Based on available Data, the classification criteria are not met. Reproductive toxicity Assessment of reproduction toxicity: The chemical structure does not suggest a specific alert for such an effect. Based on available Data, the classification criteria are not met. TeratogenicitY Assessment of teratogenicity: The chemical structure does not suggest a specific alert for such an effect. Based on available Data, the classification criteria are not met. Other Information Based on our experience and the information available, no adverse health effects are expected if handled as recommended with suitable precautions for designated uses. The product has not been tested. The statements on toxicology have been derived from the properties of the individual components. Symptoms of Exposure The most important known symptoms and effects are described in the labelling (see section 2) and/or in section 11. 12. Ecological Information Toxicity Aquatic toxicity Assessment of aquatic toxicity: Based on available Data, the classification criteria are not met. There is a high probability that the product is not acutely harmful to aquatic organisms. Persistence and degradability Assessment biodegradation and elimination (H20) Inherently biodegradable. The insoluble fraction can be removed by mechanical means in suitable waste water treatment plants. Bioaccumulative potential Assessment bioaccumulalion potential Discharge into the environment must be avoided. Mobility in soil Assessment transport between environmental compartments No data available. Additional information Other ecotoxicological advice: Do not discharge product into the environment without control. The product has not been tested. The statements on ecotoxicology have been derived from the properties of the individual components. Safety Data Sheet MasterSet AC 122 also POZZOLITH 122 HE Revision date : 2015/05/27 Page: 8/9 Version: 2.0 (30598716/SDS_G E N_US/EN) 13. Disposal considerations Waste disposal of substance: Dispose of in accordance with national, state and local regulations. Residues should be disposed of in the same manner as the substance/product. Do not discharge into drains/surface waters/groundwater. Container disposal: Contaminated packaging should be emptied as far as possible; then it can be passed on for recycling after being thoroughly cleaned. 14. Transport Information Land transport USDOT Not classified as a dangerous good under transport regulations Sea transport IMDG Not classified as a dangerous good under transport regulations Air transport IATA/I CAO Not classified as a dangerous good under transport regulations 15. Regulatory Information Federal Re_-ulations Registration status: Chemical TSCA, US released / listed EPCRA 311/312 (Hazard categories): Acute; CERCLA RQ CAS Number Chemical name 1000 LBS 1310-73-2 Sodium Hydroxide 100 LBS 111-42-2 2,2'-iminodiethanol CA Prop. 65; WARNING: THIS PRODUCT CONTAINS A CHEMICAL(S) KNOWN TO THE STATE OF CALIFORNIA TO CAUSE CANCER. NFPA Hazard codes: Health : 2 Fire: 0 Reactivity: 0 Special: 16. Other Information SOS Prepared by: Safety Data Sheet MasterSet AC 122 also POZZOLITH 122 HE Revision date : 2015/05/27 Page: 9/9 Version:2.0 (30598716/SDS GEN US/EN) BASF NA Product Regulations SIDS Prepared on: 2015/05/27 We support worldwide Responsible Care® initiatives. We value the health and safety of our employees, customers, suppliers and neighbors, and the protection of the environment. Our commitment to Responsible Care is integral to conducting our business and operating our facilities in a safe and environmentally responsible fashion, supporting our customers and suppliers in ensuring the safe and environmentally sound handling of our products, and minimizing the impact of our operations on society and the environment during production, storage, transport, use and disposal of our products. IMPORTANT: WHILE THE DESCRIPTIONS, DESIGNS, DATA AND INFORMATION CONTAINED HEREIN ARE PRESENTED IN GOOD FAITH AND BELIEVED TO BE ACCURATE, IT IS PROVIDED FOR YOUR GUIDANCE ONLY. BECAUSE MANY FACTORS MAY AFFECT PROCESSING OR APPLICATION/USE, WE RECOMMEND THAT YOU MAKE TESTS TO DETERMINE THE SUITABILITY OF A PRODUCT FOR YOUR PARTICULAR PURPOSE PRIOR TO USE. NO WARRANTIES OF ANY KIND, EITHER EXPRESSED OR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE, ARE MADE REGARDING PRODUCTS DESCRIBED OR DESIGNS, DATA OR INFORMATION SET FORTH, OR THAT THE PRODUCTS, DESIGNS, DATA OR INFORMATION MAY BE USED WITHOUT INFRINGING THE INTELLECTUAL PROPERTY RIGHTS OF OTHERS. IN NO CASE SHALL THE DESCRIPTIONS, INFORMATION, DATA OR DESIGNS PROVIDED BE CONSIDERED A PART OF OUR TERMS AND CONDITIONS OF SALE. FURTHER, YOU EXPRESSLY UNDERSTAND AND AGREE THAT THE DESCRIPTIONS, DESIGNS, DATA, AND INFORMATION FURNISHED BY OUR COMPANY HEREUNDER ARE GIVEN GRATIS AND WE ASSUME NO OBLIGATION OR LIABILITY FOR THE DESCRIPTION, DESIGNS, DATA AND INFORMATION GIVEN OR RESULTS OBTAINED, ALL SUCH BEING GIVEN AND ACCEPTED AT YOUR RISK. END OF DATA SHEET Material Safety Data Sheet POLYHEED® 997 Version 1.4 Received _ JUN l 8 2015 Land Quality Section ASheviile G■BASF The Chemical Company 06/27/2006 1. PRODUCT AND COMPANY INFORMATION Company BASF Corporation 23700 Chagrin Blvd BEACHWOOD, OH 44122 Telephone 216-839-7500 Emergency telephone number (800) 424-9300 (703) 527-3887 (Outside Continental US) Product name POLYHEEDO 997 MSDS ID No. 10052 TSCA Inventory All components of this product are included, or are exempt from inclusion, in the EPA Toxic Substances Control Act (TSCA) Chemical Substance Inventory. Canadian DSL All components of this product are included, or are exempt from inclusion, in the Canadian Domestic Substance List (DSL). 2. HAZARDOUS INGREDIENTS Chemical CAS No. TLV STEL PEL CEIL Weight % SODIUM NITRATE 7631-99-4 N.E. N.E. N.E. 10.00 - 30.00 % SODIUM THIOCYANATE 540-72-7 N.E. N.E. N.E. N.E. 3.00 - 7,00 % TRIETHANOLAMINE 102-71-6 5 mg/m3 N.E. N,E. N.E. 1.00 - 5.00 % ETHANOL, 2,2',2",2`-(1,2- 140-07-8 N.E. N.E. N,E. N.E. 1.00 - 5.00 % ETHAN E D I YLD I N I TR I LO)TETRAK IS- 3. HAZARDS IDENTIFICATION PHYSICAL HMIS® Rating HEALTH FLAMMABILITY HAZARD 2 0 0 WHMIS Class D2B Primary Routes of Entry Eye contact Skin contact Effects of Overexposure Inhalation No hazard anticipated in normal industrial use. Skin Repeated or prolonged exposure may cause skin irritation and dermatitis, due to degreasing properties of the product. Eyes Can cause slight to moderate transient irritation, redness, tearing and blurred vision. Page 1 of 6 r Material Safety Data Sheet POLYHEED® 997 Version 1.4 Ingestion Can cause slight irritation. Chronic exposure No known information available. CarcinopenicitV ACGIH IARC NTP BASF The Chemical Company OSHA 06/27/2006 SODIUM NITRATE N.E. N.E. N,E. N.E. SODIUM THIOCYANATE N.E. N.E. N.E. N,E. TRIETHANOLAMINE N.E. Inadequate data. N.E. N.E. ETHANOL, 2,2',2",2"-(1,2- ETHANEDIYLDINITRILO TETRAKIS N.E. N.E. N.E. N.E. 4. FIRST AID MEASURES Eye contact Flush eyes with water, lifting upper and lower lids occasionally for 15 minutes. Seek medical attention. Skin contact Remove contaminated clothing. Wash thoroughly with soap and water. If irritation persists seek medical attention. Wash contaminated clothing before reuse. Ingestion Do not induce vomiting without medical advice. If conscious, drink plenty of water. If a person feels unwell or symptoms of skin irritation appear, consult a physician. If a person vomits, place him/her in the recovery position. Never give anything by mouth to an unconscious person. Inhalation Remove victim from exposure. If difficulty with breathing, administer oxygen. If breathing has stopped administer artificial respiration, preferably mouth-to-mouth. Seek immediate medical attention. 5. FIRE -FIGHTING MEASURES Flash point Autoignition temperature Lower explosion limit Upper explosion limit Suitable extinguishing media Fire and Explosion Hazards Special Fire -fighting Procedures does not flash not applicable not applicable not applicable Use extinguishing agent suitable for type of surrounding fire. Containers can build up pressure if exposed to heat (fire). Cool closed containers exposed to fire with water spray. As in any fire, wear pressure demand self-contained breathing apparatus (NIOSH approved or equivalent) and full protective gear. 6. ACCIDENTAL RELEASE MEASURES Methods for cleaning up Wear appropriate protective equipment (refer to section 8). Take action to eliminate source of leak; prevent from entry into open streams or sewers; contain spill by diking; Page 2 of 6 Material Safety Data Sheet ®�MAw The Chemical Company POLYHEED® 997 Version 1.4 06/27/2006 vacuum up liquid or use absorbent media; remove to storage for disposal and rinse residual stain with water. 7. HANDLING AND STORAGE Handling Keep out of reach of children. For personal protection see section 8. Storage Keep tightly closed. 8. EXPOSURE CONTROLS 1 PERSONAL PROTECTION Eye protection Wear as appropriate: safety glasses with side -shields goggles face -shield Hand protection Wear as appropriate: impervious gloves Body Protection Wear as appropriate: impervious clothing preventive skin protection Respiratory protection In case of insufficient ventilation wear suitable respiratory equipment. When workers are facing concentrations above the exposure limit they must use NIOSH approved respirators. Hygienic Practices Avoid contact with skin, eyes and clothing. Ensure adequate ventilation, especially in confined areas. Wash hands before breaks and at the end of workday. When using, do not eat, drink or smoke. Handle in accordance with good industrial hygiene and safety practice. Engineering Controls Local exhaust ventilation can be necessary to control any air contaminants to within their TLVs during the use of this product. 9. PHYSICAL AND CHEMICAL PROPERTIES Color dark brown Physical State liquid Odor musty pH Approx.8 Odor Threshold no data available Vapor Pressure no data available Vapor Density Heavier than air Boiling point/range 212 °F (100 °C) Page 3 of 6 Material Safety Data Sheet 0mBASF The Chemical Company POLYHEED® 997 Version 1.4 Freeze Point 32 °F (0 °C) Water solubility completely soluble Specific Gravity 1.27 Viscosity no data available Evaporation rate no data available Partition coefficient (n- no data available octanol/water) VOC Concentration as applied 0 gll (less water and exempt solvents) 10. STABILITY AND REACTIVITY Stability Conditions to avoid Materials to avoid Hazardous decomposition products Hazardous polymerization Stable under recommended storage conditions. Prolonged exposure to high temperatures strong acids and oxidizing agents Oxides of carbon Oxides of sulfur nitrogen oxides (NOx) Will not occur under normal conditions. 11. TOXICOLOGICAL INFORMATION Acute inhalation toxicity Tvoe Value Species Product LC50 no data available Component SODIUM NITRATE LC50 no data available SODIUM THIOCYANATE LC50 no data available TRIETHANOLAMINE LC50 no data available ETHANOL. 2.2',2",2"'-(1,2- LC50 no data available ETHANE DIYLDINITRILO)TETRAKIS Acute oral toxicity Type Value Species Page 4 of 6 06/27/2006 Exposure time Material Safety Data Sheet POLYHEED® 997 Version 1.4 Product LD50 (Oral) no data available Component SODIUM NITRATE LD50 (Oral) no data available SODIUM THIOCYANATE LD50 (Oral) no data available TRIETHANOLAMINE LD50 (Oral) no data available ETHANOL, 2,2',2",2--(1,2- LD50 (Oral) no data available ETHAN E DIYL DI N ITR I LO)TETRA KI S- Acute dermal toxicity Type Value Product LD50 (Dermal) no data available Component SODIUM NITRATE LD50 (Dermal) no data available SODIUM THIOCYANATE LD50 (Dermal) no data available TRIETHANOLAMINE LD50 (Dermal) no data available ETHANOL, 2,2',2"12--(1,2- LD50 (Dermal) no data available ETHANEDIYLDI N ITRI LO)TETRAKIS- 12. ECOLOGICAL INFORMATION Ecotoxicological Information : There is no data available for this product. 13. DISPOSAL CONSIDERATIONS BAS� The Chemical Company Sys Recommendations: Use excess product in an alternate beneficial application. Handle disposal of waste material in manner which complies with local, state, province and federal regulation. 14. TRANSPORT INFORMATION DOT Proper shipping name Not regulated IATA Proper shipping name Not regulated 15. REGULATORY INFORMATION 06/27/2006 SARA 3111312 (RTK) This product has been reviewed according to the EPA 'Hazard Categories' promulgated under Sections 311 and 312 of the Superfund Amendments and Reauthorization Act of 1986 (SARA Title III) and is considered, under applicable definitions, to meet the following categories: IMMEDIATE (ACUTE) HEALTH HAZARD Page 5 of 6 Material Safety Data Sheet POLYHEED® 997 Version 1.4 191 o BASF The Chemical Company 06/27/2006 SARA 313 This product contains the following substances subject to the reporting requirements of Section 313 of Title III of the Superfund Amendments and Reauthorization Act of 1986 and 40 CFR Part 372: Weight % CAS No. Chemical Name 10.00 - 30.00 % 7631-99-4 SODIUM NITRATE CERCLA CERCLA section 103(a) specifically requires the person in charge of a vessel or facility to report immediately to the National Response Center (NRC) a release of a hazardous substance whose amount equals or exceeds the assigned RQ. The following hazardous substances are contained in this product. Rom(. CAS No. Chemical Name No CERCLA chemicals exist in this product above reportable concentrations. TSCA Section 12(b)_ Export Notification This product contains the following chemical substances subject to the reporting requirements of TSCA 12(b) if exported from the United States: CAS No. Chemical Name There are no TSCA 12(b) Chemicals in this product. California Proposition 65 The chemical(s) noted below and contained in this product, are known to the state of California to cause cancer, birth defects or other reproductive harm. Unless otherwise specified in Section 2 of this MSDS, these chemicals are present at < 0.1%: CAS No. Chemical Name 7440-47-3 CHROMIUM 16. OTHER INFORMATION Legend N.E. - Not Established TLV - Threshold Limit Value STEL - Short Term Exposure Limit PEL - Permissible Exposure Limit CEIL - Ceiling Prepared By : Environment, Health and Safety Department This information is furnished without warranty, representation, or license of any kind, except that this information is accurate to the best of the manufacturer's knowledge, or is obtained from sources believed by the manufacturer to be accurate and is not intended to be all inclusive. No warranty is expressed or implied regarding the accuracy of this information or the results to be obtained from its use thereof. The manufacturer assumes no responsibility for injuries proximately caused by use of the Material if reasonable safety procedures are not followed as stipulated in this Data Sheet. Additionally, the manufacturer assumes no responsibility for injuries proximately caused by abnormal use of the Material even if reasonable safety procedures are followed. Buyer assumes the risk in its use of the Material. End of MSDS. Page 6 of 6 V Y ® ® BASF The Chemical Company Received A J U N 1 8 2015 Safety Data Sheet Land Quality 5ectiort� y Asheville MasterSet R 300 also POZZOLITH 30OR Revision date : 2014/01/09 Page: 118 Version: 2.0 _ _ (30612152/SDS_GEN_US/EN) 1. Identification Product identifier used on the label MasterSet R 300 also POZZOLITH 30OR Recommended use of the chemical and restriction on use The "Recommended use" identified for this product is provided solely to comply with a US Federal requirement and is not part of BASF's published specification. The terms of this Safety Data Sheet (SDS) do not create or infer any warranty, express or impiied, including by incorporation into or reference in BASF's Sales Agreement. Details of the supplier of the safety data sheet Company: BASF CORPORATION 100 Park Avenue Florham Park, NJ 07932, USA Telephone: +1 973 245-6000 Emergency telephone number C H EMTRE C: 1-800-424-9300 BASF HOTLINE: 1-800-832-HELP (4357) Other means of identification 2. Hazards Identification According to Regulation 2012 OSHA Hazard Communication Standard; 29 CFR Part 1910.1200 Classification of the product No need for classification according to GHS criteria for this product. Label elements (Emergency overview) The product does not require a hazard warning label in accordance with GHS criteria. Hazards not otherwise classified Safety Data Sheet MasterSet R 300 also POZZOLiTH 30OR Revision date : 2014/01/09 Page: 2/8 Version:2.0 30612152/SDS GEN US/EN No specific dangers known, if the regulations/notes for storage and handling are considered. Emergency overview Accordinq to Re ulation 1994 OSHA Hazard Communication Standard: 29 CFR Part 1910.1200 NO PARTICULAR HAZARDS KNOWN. Keep container tightly closed. Avoid ingestion. Avoid contact with the skin, eyes and clothing. Wash thoroughly after handling. 3. Composition 1 Information on Ingredients Accordinci to Reciulation 2012 OSHA Hazard Communication Standard• 29 CFR Part 1910.1200 This product is not regarded as hazardous under 2012 OSHA Hazard Communication Standard; 29 CFR Part 1910.1200. According to Regulation 1994 OSHA Hazard Communication Standard,• 29 CFR Part 1910.1200 This product is not regarded as hazardous under current OSHA Hazard Communication standard; CFR 29 Part 1910.1200. 4. First -Aid Measures Description of first aid measures General advice: First aid personnel should pay attention to their own safety. Remove contaminated clothing. If inhaled: If difficulties occur after vapour/aerosol has been inhaled, remove to fresh air and seek medical attention. If on skin: - After contact with skin, wash immediately with plenty of water and soap. If irritation develops, seek medical attention. If in eyes: Wash affected eyes for at least 15 minutes under running water with eyelids held open, consult an eye specialist. If swallowed: Rinse mouth immediately and then drink plenty of water, seek medical attention. Do not induce vomiting unless told to by a poison control center or doctor. Most important symptoms and effects, both acute and delayed Symptoms: Eye irritation, skin irritation Indication of any immediate medical attention and special treatment needed Safety Data Sheet MasterSet R 300 also POZZOLITH 30OR Revision date: 2014/01/09 Page: 3/8 Version:2.0 (30612152/SDS GEN US/EN) Note to physician Treatment: Treat according to symptoms (decontamination, vital functions), no known specific antidote. 5. Fire -Fighting Measures Extinguishing media Suitable extinguishing media: foam, water spray, dry powder, carbon dioxide Unsuitable extinguishing media for safety reasons: water jet Special hazards arising from the substance or mixture Hazards during fire -fighting: carbon monoxide, carbon dioxide, harmful vapours, nitrogen oxides, fumes/smoke, carbon black Advice for fire-fighters Protective equipment for fire -fighting: Firefighters should be equipped with self-contained breathing apparatus and turn -out gear. 6. Accidental release measures Personal precautions, protective equipment and emergency procedures Use personal protective clothing. Do not breathe vapour/aerosol/spray mists. Sources of ignition should be kept well clear. Handle in accordance with good building materials hygiene and safety practice. Environmental precautions Contain contaminated water/firefighting water. Do not discharge into drains/surface waters/groundwater. Methods and material for containment and cleaning up For small amounts: Pick up with inert absorbent material (e.g. clay or diatomaceous earth). Place absorbed material in the same container as the spilled substance/product for disposal. 7. Handling and Storage Precautions for safe handling Avoid aerosol formation. Avoid inhalation of mists/vapours. Avoid skin contact. No special measures necessary provided product is used correctly. Protection against fire and explosion: No special precautions necessary. Conditions for safe storage, including any incompatibilities Suitable materials for containers: High density polyethylene (HDPE), Low density polyethylene (LDPE) Safety Data Sheet MasterSet R 300 also POZZOLITH 30OR Revision date : 2014/01/09 Page: 4/8 Version:2.0 (30612152/SDS GEN US/EN) Further information on storage conditions: Keep only in the original container in a cool, dry, well - ventilated place away from ignition sources, heat or flame. Store protected against freezing. Protect from direct sunlight. The packed product is not damaged by low temperatures or by frost. The packed product will not be damaged by high temperatures. 8. Exposure Controls/Personal Protection Personal protective equipment Respiratory protection: Wear respiratory protection if ventilation is inadequate. Wear a NIOSH-certified (or equivalent) respirator as necessary. Hand protection. Chemical resistant protective gloves Eye protection: Safety glasses with side -shields. Body protection: Body protection must be chosen based on level of activity and exposure. General safety and hygiene measures: In order to prevent contamination while handling, closed working clothes and working gloves should be used. Handle in accordance with good building materials hygiene and safety practice. When using, do not eat, drink or smoke. Hands and/or face should be washed before breaks and at the end of the shift. At the end of the shift the skin should be cleaned and skin -care agents applied. Gloves must be inspected regularly and prior to each use. Replace if necessary (e.g. pinhole leaks). 9. Physical and Chemical Properties Form: Odour: Odour threshold: Colour: pH value: Information on: Water Melting point: Information on: Water Boiling point: Flash point: Flammability: Information on: Water Vapour pressure: Density: Thermal decomposition Viscosity, dynamic: liquid musty, characteristic No data available. brown 6 - 10 ( 20 °C) 100 °C > 100 'C not flammable 23.4 hPa ( 20 °C) Literature data. approx. 10.3 Ib/USg approx. 1.21 - (approx. 25 `C) 1.23 g/cm3 No decomposition if stored and handled a_ s prescribed/indicated. 50 - 200 mPa.s Safety Data Sheet MasterSet R 300 also POZZOLiTH 30OR Revision date : 2014/01/09 Page: 5/8 Version:2.0 (30612152/SDS GENUS/EN) Solubility in water: ( 20 °C) soluble Miscibility with water: (20 °C) miscible Other Information: If necessary, information on other physical and chemical parameters is indicated in this section. 10. Stability and Reactivity Reactivity Additional information: No hazardous reactions if stored and handled as prescribed/indicated. Corrosion to metals: No corrosive effect on metal. Chemical stability The product is stable if stored and handled as prescribedlindicated. Possibility of hazardous reactions Hazardous reactions: The product is stable if stored and handled as prescribedlindicated. Conditions to avoid Conditions to avoid: See MSDS section 7 - Handling and storage. Incompatible materials Substances to avoid: strong acids, strong bases, strong oxidizing agents Hazardous decomposition products Decomposition products: oxides, carbon oxides, nitrogen oxides Thermal decomposition: No decomposition if stored and handled as prescribed/indicated. 11. Toxicological information Primary routes of exposure Routes of entry for solids and liquids are ingestion and inhalation, but may include eye or skin contact. Routes of entry for gases include inhalation and eye contact. Skin contact may be a route of entry for liquefied gases. Acute Toxicity/Effects Acute toxicity Assessment of acute toxicity: Virtually nontoxic after a single ingestion. Safety Data Sheet MasterSet R 300 also POZZOLITH 30OR Revision date : 2014/01/09 Page: 6/8 Version: 2.0 (30612152/SDS_GEN_US/EN) Irritation / corrosion Assessment of irritating effects: Not irritating to eyes and skin. Chronic Toxicity/Effects Genetic toxicity Assessment of mutagenicity:The chemical structure does not suggest a specific alert for such an effect. Carcinogenicity Assessment of carcinogenicity: Not expected to be carcinogenic (based on composition). Reproductive toxicity Assessment of reproduction toxicity: The chemical structure does not suggest a specific alert for such an effect. Teratogenicity Assessment of teratogenicity: The chemical structure does not suggest a specific alert for such an effect. Other Information Based on our experience and the information available, no adverse health effects are expected if handled as recommended with suitable precautions for designated uses. The product has not been tested. The statements on toxicology have been derived from the properties of the individual components. Symptoms of Exposure Eye irritation, skin irritation 12. Ecological Information Toxicity Aquatic toxicity Assessment of aquatic toxicity: There is a high probability that the product is not acutely harmful to aquatic organisms. At the present state of knowledge, no negative ecological effects are expected. Persistence and degradability Assessment biodegradation and elimination (H2O) Not readily biodegradable (by OECD criteria). Bioaccumulative potential Bioaccumulation potential Based on its structural properties, the polymer is not biologically available. Accumulation in organisms is not to be expected. Mobility in soil Assessment transport between environmental compartments Safety Data Sheet MasterSet R 300 also POZZOLITH 30OR Revision date : 2014/01/09 Page: 7/8 Version:2.0 (306121521SDS GEN US/EN) Adsorption to solid soil phase is expected Additional information Other ecotoxicological advice: According to experience, the material has no harmful effect on the environment. Do not discharge product into the environment without control. The product has not been tested. The statements on ecotoxicology have been derived from the properties of the individual components. 13. Disposal considerations Waste disposal of substance: Do not discharge into drains/surface waters/groundwater. Dispose of in a licensed facility. Container disposal: Contaminated packaging should be emptied as far as possible; then it can be passed on for recycling after being thoroughly cleaned. 14. Transport Information Land transport USDOT Not classified as a dangerous good under transport regulations Sea transport IMDG Not classified as a dangerous good under transport regulations Air transport IATA/I CAO Not classified as a dangerous good under transport regulations 15. Regulatory Information Federal Regulations Registration status: Chemical TSCA, US released 1 listed EPCRA 3111312 (Hazard categories): Not hazardous; NFPA Hazard codes: Health : 1 Fire: 0 Reactivity: 0 Special: HMIS Ili rating Health: 1 Flammability: 0 Physical hazard:0 Safety Data Sheet MasterSet R 300 also POZZOLITH 30OR Revision date: 2014/01/09 Page: 8/8 Version: 2.0 (30612152/SDS_GEN_US/EN) 16. Other Information SDS Prepared by: BASF NA Product Regulations SDS Prepared on: 2014/01/09 We support worldwide Responsible Care® initiatives. We value the health and safety of our employees, customers, suppliers and neighbors, and the protection of the environment. Our commitment to Responsible Care is integral to conducting our business and operating our facilities in a safe and environmentally responsible fashion, supporting our customers and suppliers in ensuring the safe and environmentally sound handling of our products, and minimizing the impact of our operations on society and the environment during production, storage, transport, use and disposal of our products. IMPORTANT: WHILE THE DESCRIPTIONS, DESIGNS, DATA AND INFORMATION CONTAINED HEREIN ARE PRESENTED IN GOOD FAITH AND BELIEVED TO BE ACCURATE, IT IS PROVIDED FOR YOUR GUIDANCE ONLY. BECAUSE MANY FACTORS MAY AFFECT PROCESSING OR APPLICATION/USE, WE RECOMMEND THAT YOU MAKE TESTS TO DETERMINE THE SUITABILITY OF A PRODUCT FOR YOUR PARTICULAR PURPOSE PRIOR TO USE. NO WARRANTIES OF ANY KIND, EITHER EXPRESSED OR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE, ARE MADE REGARDING PRODUCTS DESCRIBED OR DESIGNS, DATA OR INFORMATION SET FORTH, OR THAT THE PRODUCTS, DESIGNS, DATA OR INFORMATION MAY BE USED WITHOUT INFRINGING THE INTELLECTUAL PROPERTY RIGHTS OF OTHERS. IN NO CASE SHALL THE DESCRIPTIONS, INFORMATION, DATA OR DESIGNS PROVIDED BE CONSIDERED A PART OF OUR TERMS AND CONDITIONS OF SALE. FURTHER, YOU EXPRESSLY UNDERSTAND AND AGREE THAT THE DESCRIPTIONS, DESIGNS, DATA, AND INFORMATION FURNISHED BY OUR COMPANY HEREUNDER ARE GIVEN GRATIS AND WE ASSUME NO OBLIGATION OR LIABILITY FOR THE DESCRIPTION, DESIGNS, DATA AND INFORMATION GIVEN OR RESULTS OBTAINED, ALL SUCH BEING GIVEN AND ACCEPTED AT YOUR RISK. END OF DATA SHEET 0 w BASF Received The Chemical Company JUN 1 8 2015 Land Quality Section Asheville Safety Data Sheet MasterSet AC 534 also POZZOLITH NC 534 Revision date: 2014/07/30 Page- 118 Version: 3.0 (51453077/SDS GEN US/EN) 1. identification V Product identifier used on the label MasterSet AC 534 also POZZOLITH NC 534 Recommended use of the chemical and restriction on use Recommended use": for industrial and professional users The "Recommended use" Identified for this product is provided solely to comply with a US Federal requirement and is not part of the setters published specification. The terms or this Safety Data Sheet (SDS) do not create or inter any warranty, express or implied, including by incorporation into or reference in the seller's sales agreement. Details of the supplier of the safety data sheet Company BASF CORPORATION 100 Park Avenue Florham Park, NJ 07932, USA Telephone: +1 973 245-6000 Emergency telephone number C H E M TR EC: 1-800-424-93 00 BASF HOTLINE: 1-800-832-HELP (4357) Other means of identification Chemical family: - No data available. 2. Hazards Identification According to R2gulation 2012 OSHA Hazard Communication Standard; 29 CFR Part 1910.1200 Classification of the product Acute Tox. 4 (oral) Eye Dam./lrrit. 1 Label elements Pictogram: Acute toxicity Serious eye damageleye irritation I Safety Data Sheet MasterSet AC 534 also POZZOLlTH NC 534 Revision date: 2014/07/30 Page: 2/8 Version: 3.0 (51453077/SDS_GEN_US/EN) a Signal Word: Danger Hazard Statement: H318 Causes serious eye damage. H302 Harmful if swallowed. Precautionary Statements (Prevention): P280 Wear eyetface protection. P270 Do not eat, drink or smoke when using this product. P264 Wash with plenty of water and soap thoroughly after handling. Precautionary Statements (Response): P310 Immediately call a POISON CENTER or doctor/physician. P305 + P351 + P338 IF 1N EYES: Rinse cautiously with water for several minutes. Remove contact lenses, if present and easy to do. Continue rinsing. P301 + P330 IF SWALLOWED: rinse mouth. Precautionary Statements (Disposal): P501 Dispose of contents/container to hazardous or special waste collection point. Hazards not otherwise classified If applicable information is provided in this section on other hazards which do not result in classification but which may contribute to the overall hazards of the substance or mixture. Accordinq to Regulation 1994 OSHA Hazard Communication Standard: 29 CFR Part 1910.1200 Emergency overview CAUTION: MAY CAUSE EYE, SKIN AND RESPIRATORY TRACT IRRITATION. Ingestion may cause irritation to mucous membranes. Avoid contact with the skin, eyes and clothing. Wash thoroughly after handling. Keep container tightly closed. 3. Composition / Information on Ingredients Accordina to Regulation 2012 OSHA Hazard Communication Standard: 29 CFR Part 1910.1200 CAS Number Content fWIWI Chemical name 10124-37-5 >= 25.0 - < 75.0 % calcium nitrate 540-72-7 >= 5.0 - < 15.0 % sodium thiocyanate Accord in-g-to Regulation 1994 OSHA Hazard Communication Standard: 29 CFR Part 1910.1200 CAS Number Content (W/W) Chemical name 10124-37-5 >= 25.0 - < 75.0 % calcium nitrate 540-72-7 >= 5.0 - < 15.0 % sodium thiocyanate Safety Data Sheet MasterSet AC 534 also POZZOLITH NC 53 Revision date: 2014/07/30 Page: 318 Version: 3.0 (51453077/SDS_GEN_US/EN) 4. First -Aid Measures Description of first aid measures General advice: Remove contaminated clothing. If inhaled: Keep patient calm, remove to fresh air, seek medical attention. Immediately administer a corticosteroid from a controlled/metered dose inhaler. If on skin: Immediately wash thoroughly with plenty of water, apply sterile dressings, consult a skin specialist. If in eyes: Immediately wash affected eyes for at least 15 minutes under running water with eyelids held open, consult an eye specialist. If swallowed: Immediately rinse mouth and then drink 200-300 ml of water, seek medical attention. Most important symptoms and effects, both acute and delayed Symptoms: The most important known symptoms and effects are described in the labelling (see section 2) and/or in section 11. Hazards: No applicable information available. Indication of any immediate medical attention and.special treatment needed Note to,physician Treatment: Treat according to symptoms (decontamination, vital functions), no known specific antidote. 5. Fire -Fighting Measures Extinguishing media Suitable extinguishing media: foam, water spray, dry powder, carbon dioxide Unsuitable extinguishing media for safety reasons: water jet Special hazards arising from the substance or mixture Hazards during fire -fighting: carbon dioxide, carbon monordde, harmful vapours, nitrogen oxides, fumes/smoke, carbon black Advice for fire-fighters Protective equipment for fire -fighting: Wear a self-contained breathing apparatus. Safety Data Sheet MasterSet AC 534 also POZZOLITH NC 534 Revision date : 2014/07/30 Page: 418 Version: 3.0 (514530771SDS_GEN_USIEN) Further information: The degree of risk is governed by the burning substance and the fire conditions. if exposed to fire, keep containers cool by spraying with water. Collect contaminated extinguishing water separately, do not allow to reach sewage or effluent systems. Contaminated extinguishing water must be disposed of in accordance with official regulations. 6. Accidental release measures Personal precautions, protective equipment and emergency. procedures Do not breathe vapour/aerosol/spray mists. Wear eye/face protection. If exposed to high vapour concentration, leave area immediately. Use personal protective clothing. Handle in accordance with good building materials hygiene and safety practice. Environmental precautions Contain contaminated water/firefighting water. Do not discharge into drains/surface waterstgroundwater. Methods and material for containment and cleaning up For small amounts: Pick up with inert absorbent material (e.g. sand, earth etc.). Dispose of contaminated material as prescribed. For large amounts: Pump off product. 7. Handling and Storage Precautions for safe handling Avoid aerosol formation. Avoid inhalation of mists/vapours. Avoid skin contact. No special measures necessary provided product is used correctly. Conditions for'safe storage, including any incompatibilities No applicable information available. Suitable materials for containers: High density polyethylene (HDPE) Further information on storage conditions: Keep only in the original container in a cool, dry, well - ventilated place away from ignition sources, heat or flame. Protect from direct sunlight. Protect from temperatures below:•-25 °C Protect from temperatures below: -13 °F 8. Exposure ControlslPersonal Protection Advice on system design: No applicable information available. Personal protective equipment Respiratory protection: No applicable information available. Hand protection: Wear chemical resistant protective gloves., Manufacturer's directions for use should be observed because of great diversity of types. Safety Data Sheet MasterSet AC 534 also POZZOLITH NC 534 Revision date. 2014/07/30 Page: 518 Version:3.0 (51453077/SDS GEN US/EN) Eye protection: Safety glasses with side -shields. Body protection: Impermeable protective clothing General safety and hygiene measures: Do not inhale gases/vapours/aerosols. Avoid contact with the skin, eyes and clothing. Avoid exposure - obtain special instructions before use. Handle in accordance with good building materials hygiene and safety practice. Wearing of closed work clothing is recommended. When using, do not eat, drink or smoke. Hands and/or face should be washed before break$ and at the end of the shift. At the end of the shift the skin should be cleaned and skin -care agents applied. Gloves must be inspected regularly and prior to each use. Replace if necessary (e.g. pinhole leaks). 9. Physical and Chemical Properties Form: liquid Odour: odourless Odour threshold: No applicable information available. Colour: dark brown pH value: approx 6.5 Melting temperature: approx. 0 °C Information applies to the solvent. boiling temperature: approx. 100 °C Sublimation point: No applicable information available. Flash point: Non-flammable. Flammability. not flammable Upper explosion limit: No applicable information available. Vapour pressure: No applicable information available. Density: approx. 1.399 (20 -C) g/cm3 Relative density: No applicable information available. Vapour density: Heavier than air. Thermal decomposition: No applicable information available. Viscosity, dynamic: No applicable information available. Viscosity, kinematic: No applicable information available. Solubility in water: ( 20 °C) soluble Miscibility with water: (20 °C) miscible in all proportions Solubility (quantitative): No applicable information available. Solubility (qualitative): No applicable information available. Evaporation rater No applicable information available. Other Information: If necessary, information on other physical and chemical parameters is indicated in this section. 10. Stability and Reactivity Reactivity No hazardous reactions if stored and handled as prescribed/indicated. Corrosion to metals: Corrosive effects to metal are not anticipated. Chemical stability The product is stable if stored and handled as prescribedMdicated. Possibility of hazardous reactions The product is stable if stored and handled as prescribed/indicated. Safety Data Sheet MasterSet AC 534 also POZZOLITH NC 534 Revision date: 2014/07/30 Page: 618 Version:3.0 (514530771SDS_GEN US/EN) T_ Conditions to avoid See MSDS section 7 - Handling and storage, Incompatible materials No applicable information available, Hazardous decomposition products Decomposition products: No applicable information available. Thermal decomposition: No applicable information available. 11. Toxicological information Primary routes of exposure Routes of entry for solids and liquids are ingestion and inhalation, but may include eye or skin contact. Routes of entry for gases include inhalation and eye contact. Skin contact may be a route of entry for liquefied gases. Acute Toxicity/Effects Acute toxicity Assessment of acute toxicity: Of moderate toxicity after single ingestion. Oral Type of value: ATE Value: 1,323 mg/kg Inhalation No applicable information available. Dermal No applicable information available. AssesAssessMgat other acute effec Is No applicable information available. Irritation 1 corrosion Assessment of irritating effects: May cause severe damage to the eyes. Chronic Toxicity/Effects Repeated dose toxicity Assessment of repeated dose toxfclty: No applicable information available. GeQQU i Assessment of mutagenicity: No applicable information available. Reproductive toxiciit Assessment of reproduction toxicity: No applicable information available. Other Information a Safety Data Sheet MasterSet AC 534 also POZZOLITH NC 534 Revision date : 2014/07/30 Page: 718 Version:_ 3.0 (51453077/SDS_GEN US/EN) The product has not been tested. The statement has been derived from the properties of the individual components. Symptoms of Exposure The most important known symptoms and effects are described in the labelling (see section 2) and/or in section 11. 12. Ecological Information No applicable information available. 13. Disposal considerations Waste disposal of substance: Dispose of in accordance with national, state and local regulations. Residues should be disposed of in the same manner as the substance/product, Do not discharge into drainstsurface waters/groundwater. Container disposal: Contaminated packaging should be emptied as far as possible; then it can be passed on for recycling after being thoroughly cleaned. 14. Transport Information Land transport USDOT Not classified as a dangerous good under transport regulations Sea transport IMDG Not classified as a dangerous good under transport regulations Air transport IATNICAO Not classified as a dangerous good under transport regulations 15. Regulatory Information Federal Retiuiations Registration status: Chemical TSCA, US released 1 listed EPCRA 311l312 (Hazard categories): Acute; CER_CLA RQ CAS Number Chemical name 100 LBS 111-42-2 2,2'-iminodiethanol Safety Data Sheet MasterSet AC 534 also POZZOLITH NC 534 Revision date: 2014/07/30 Page: 8/8 Version: 3.0 (514530771S DS_G E N�US/EN) State reaulations State RTK CAS Number Chemical name NJ 10124-37-5 calcium nitrate CA Prop. 66: THIS PRODUCT CONTAINS A CHEMICAL(S) KNOWN TO THE: STATE OF CALIFORNIA TO CAUSE CANCER AND BIRTH DEFECTS OR OTHER REPRODUCTIVE HARM. NFPA Hazard codes: Health: 2 Fire: 0 Reactivity: 0 Special: HMIS III rating Health: 2 Flammability: 0 Physical hazard:0 16. Other Information SDS Prepared by: BASF NA Product Regulations SDS Prepared on: 2014/07/30 We support worldwide Responsible Care® initiatives. We value the health and safety of our employees, customers, suppliers and neighbors, and the protection of the environment. Our commitment to Responsible Care is integral to conducting our business and operating our facilities in a safe and environmentally responsible fashion, supporting our customers and suppliers in ensuring the safe and environmentally sound handling of our products, and minimizing the impact of our operations on society and the environment during production, storage, transport, use and disposal of our products. IMPORTANT: WHILE THE DESCRIPTIONS, DESIGNS, DATA AND INFORMATION CONTAINED HEREIN ARE PRESENTED IN GOOD FAITH AND BELIEVED TO BE ACCURATE, IT IS PROVIDED FOR YOUR GUIDANCE ONLY. BECAUSE MANY FACTORS MAY AFFECT PROCESSING OR APPLICATION/USE, WE RECOMMEND THATYOU MAKE TESTS TO DETERMINE THE SUITABILITY OF A PRODUCT FOR YOUR PARTICULAR PURPOSE PRIOR TO USE. NO WARRANTIES OF ANY KIND, EITHER EXPRESSED OR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE, ARE MADE REGARDING PRODUCTS DESCRIBED OR DESIGNS, DATA OR INFORMATION SET FORTH, OR THAT THE PRODUCTS, DESIGNS, DATA OR INFORMATION MAY BE USED WITHOUT INFRINGING THE INTELLECTUAL PROPERTY RIGHTS OF OTHERS. IN NO CASE SHALL THE DESCRIPTIONS, INFORMATION, DATA OR DESIGNS PROVIDED BE CONSIDERED A PART OF OUR TERMS AND CONDITIONS OF SALE. FURTHER, YOU EXPRESSLY UNDERSTAND AND AGREE THAT THE DESCRIPTIONS, DESIGNS, DATA, AND INFORMATION FURBISHED BY OUR COMPANY HEREUNDER ARE GIVEN GRATIS AND WE ASSUME NO OBLIGATION OR LIABILITY FOR THE DESCRIPTION, DESIGNS, DATA AND INFORMATION GIVEN OR RESULTS OBTAINED, ALL SUCH BEING GIVEN AND ACCEPTED AT YOUR RISK. END OF DATA SHEET I 9oBASF We create chemistry Safety Data Sheet MasterAir AE 200 also MICRO AIR® t -- Received j U N 1 8 2015 Land Quality Section Asheville Revision date : 2015/03/10 Page: 1/9 Version: 2.0 (30605435/SDS_GEN_US/EN) 1. identification Product identifier used on the label MasterAir AE 200 also MICRO AIR* Recommended use of the chemical and restriction on use Recommended use*: for industrial and professional users " The "Recommended use' identified for this product is provided sotely to comply with a Federal requirement and is not part of the seller's published specification. The terms of this Safety Data Sheet (SDS) do not create or infer any warranty, express cr implied, including by incorporation into or reference in the seller's sales agreement. Details of the supplier of the safety data sheet Company: BASF CORPORATION 100 Park Avenue Florham Park, NJ 07932, USA Telephone: +1 973 245-6000 Emergency telephone number CH E M TR EC: 1-800-424-9300 BASF HOTLINE: 1-800-832-HELP (4357) Other means of identification Chemical family: admixture 2. Hazards Identification According to Regulation 2012 OSHA Hazard Communication Standard; 29 CFR Part 1910.1200 Classification of the product Eye Dam./Irrit. 2A Skin Sens. 1 Label elements Pictogram: Serious eye damage/eye irritation Skin sensitization Safety Data Sheet MasterAir AE 200 also MICRO AIR® Revision date : 2015/03/10 Page: 2/9 Version:2.0 306054351SDS GEN US/EN) 1 Signal Word: Warning Hazard Statement: H319 Causes serious eye irritation. H317 May cause an allergic skin reaction. Precautionary Statements (Prevention): P280 Wear protective gloves and eye/face protection. P261 Avoid breathing dust/fume/gas/mist/vapours/spray. P272 Contaminated work clothing should not be allowed out of the workplace. P264 Wash with plenty of water and soap thoroughly after handling. Precautionary Statements (Response): P305 + P351 + P338 IF IN EYES: Rinse cautiously with water for several minutes. Remove contact lenses, if present and easy to do. Continue rinsing. P333 + P311 If skin irritation or rash occurs: Call a POISON CENTER or doctor/physician. P303 + P352 IF ON SKIN (or hair): Wash with plenty of soap and water. P362 + P364 Take off contaminated clothing and wash before reuse. P337 + P311 If eye irritation persists: Call a POISON CENTER or doctor/physician. Precautionary Statements (Disposal): P501 Dispose of contents/container to hazardous or special waste collection point. Hazards not otherwise classified If applicable information is provided in this section on other hazards which do not result in classification but which may contribute to the overall hazards of the substance or mixture. 3. Composition 1 Information on Ingredients According to Regulation 2012 OSHA Hazard Communication Standard: 29 CFR Part 1910.1200 CAS dumber Content (WIM Chemical name 68439-57-6 >= 0.3 - < 1.0 % 'Sulfonic acids, C14-16-alkane hydroxy and C14-16- alkene, sodium salts 1310-58-3 >= 0.3 - < 1.0 % Potassium hydroxide 8050-09-7 — 0.2 - < 0.3 % rosin 4. First -Aid Measures Description of first aid measures General advice: First aid personnel should pay attention to their own safety. Remove contaminated clothing. Safety Data Sheet MasterAir AE 200 also MICRO AIR® Revision date : 2015/03/10 Page: 3/9 Version: 2.0 (30605435/SDS_GEN_USIEN) If inhaled: If difficulties occur after vapour/aerosol has been inhaled, remove to fresh air and seek medical attention. If on skin: After contact with skin, wash immediately with plenty of water and soap. Under no circumstances should organic solvent be used. If irritation develops, seek medical attention. If in eyes: Wash affected eyes for at least 15 minutes under running water with eyelids held open, consult an eye specialist. If swallowed: Rinse mouth immediately with water. Seek medical attention if necessary. Do not induce vomiting unless told to by a poison control center or doctor. Most important symptoms and effects, both acute and delayed Symptoms: The most important known symptoms and effects are described in the labelling (see section 2) and/or in section 11. Hazards: No applicable information available. Indication of any immediate medical attention and special treatment needed Note to physician Treatment: Treat according to symptoms (decontamination, vital functions), no known specific antidote. 5. Fire -Fighting Measures Extinguishing media Suitable extinguishing media: foam, water spray, dry powder, carbon dioxide Unsuitable extinguishing media for safety reasons: water jet Special hazards arising from the substance or mixture Hazards during fire -fighting: carbon monoxide, carbon dioxide, harmful vapours, nitrogen oxides, fumes/smoke, carbon black Advice for fire-fighters Protective equipment for fire -fighting: Wear a self-contained breathing apparatus. Further information: The degree of risk is governed by the burning substance and the fire conditions. Contaminated extinguishing water must be disposed of in accordance with official regulations. Safety Data Sheet MasterAir AE 200 also MICRO AIR® Revision date : 2015/03/10 Page: 4/9 Version:2.0 306054351SDS GEN US/EN 6. Accidental release measures Personal precautions, protective equipment and emergency procedures Use personal protective clothing. Do not breathe vapour/aerosol/spray mists. Handle in accordance with good building materials hygiene and safety practice. Environmental precautions Contain contaminated water/firefighting water. Do not discharge into drains/surface waters/groundwater. Methods and material for containment and cleaning up For small amounts: Pick up with inert absorbent material (e.g. sand, earth etc.). Dispose of contaminated material as prescribed. For large amounts: Pump off product. 7. Handling and Storage Precautions for safe handling Avoid aerosol formation. Avoid inhalation of mists/vapours. Avoid skin contact. No special measures necessary provided product is used correctly. Protection against fire and explosion: The product does not contribute to the spreading of flames, nor is it self combustible, not explosive Conditions for safe storage, including any incompatibilities No applicable information available. Suitable materials for containers: High density polyethylene (HDPE) Further information on storage conditions: Keep only in the original container in a cool, well - ventilated place. Protect from direct sunlight. Store protected against freezing. Protect from temperatures below: 0 °C The packed product must be protected from temperatures below the indicated one. 8. Exposure Controls/Personal Protection Components with occupational exposure limits Potassium hydroxide OSHA PEL CLV 2 mg1m3 ACGIH TLV CLV 2 mg1m3 rosin OSHA PEL TWA value 0.1 mg/m3 (formaldehyde); ACGIH TLV Included in the regulation, but with no data values - See the regulation for further details Exposure by all routes should be carefully controlled to levels as low as possible. Advice on system design: No applicable information available. Safety Data Sheet MasterAir AE 200 also MICRO AIR® Revision date : 2015/03/10 Page: 5/9 Version:2.0 (30605435/SDS GEN US/EN) Personal protective equipment Respiratory protection: When workers are facing concentrations above the occupational exposure limits they must use appropriate certified respirators. Hand protection: Wear chemical resistant protective gloves. Eye protection: Safety glasses with side -shields. Body protection: depending upon conditions of use., Cover as much of the exposed skin as possible to prevent all skin contact., light protective clothing General safety and hygiene measures: Avoid contact with the skin, eyes and clothing. In order to prevent contamination while handling, closed working clothes and working gloves should be used. Handle in accordance with good building materials hygiene and safety practice. When using, do not eat, drink or smoke. Hands and/or face should be washed before breaks and at the end of the shift. At the end of the shift the skin should be cleaned and skin -care agents applied. Gloves must be inspected regularly and prior to each use. Replace if necessary (e.g. pinhole leaks). 9. Physical and Chemical Properties Form: liquid Odour: product specific Odour threshold: No applicable information available. Colour: brown pH value: approx. 10.7 - ( 25 °C) 12.3 Melting point: No applicable information available. Information on: Water Melting point: 0 °C ---------------------------------- boiling temperature: approx. 105 °C Sublimation point: No applicable information available. Flash point: not applicable Flammability: not determined Lower explosion limit: not applicable Upper explosion limit: No applicable information available. Autoignition: not applicable Vapour pressure: No applicable information available. Information on: Water Vapour pressure: 23.4 hPa ( 20 'C) Literature data. ---------------------------------- Density: approx. 1.01 ( 20 °C) g/cm3 Relative density: No applicable information available. Vapour density: Heavier than air. Partitioning coefficient n- No applicable information available. octanol/water (log Pow): Thermal decomposition: No decomposition if stored and handled as pre scri bed/indicated. Viscosity, dynamic: No applicable information available. Viscosity, kinematic: No applicable information available. Solubility in water: (20 °C) completely soluble Safety Data Sheet MasterAir AE 200 also MICRO AIR® Revision date : 2015/03/10 Page: 6/9 Version: 2.0 (30605435/SDS_GEN_US/EN) Miscibility with water: (20 °C) miscible in all proportions Solubility (quantitative): No applicable information available. Solubility (qualitative): No applicable information available. Evaporation rate: No applicable information available. 10. Stability and Reactivity Reactivity No hazardous reactions if stored and handled as prescribed/indicated. Oxidizing properties: not fire -propagating Chemical stability The product is stable if stored and handled as prescribed/indicated. Possibility of hazardous reactions The product is stable if stored and handled as prescribed/indicated. Conditions to avoid Avoid extreme temperatures. Incompatible materials strong acids, strong bases, strong oxidizing agents Hazardous decomposition products Decomposition products: No hazardous decomposition products if stored and handled as prescribedrndicated. Thermal decomposition: No decomposition if stored and handled as prescribed/indicated. 11. Toxicological information Primary routes of exposure Routes of entry for solids and liquids are ingestion and inhalation, but may include eye or skin contact. Routes of entry for gases include inhalation and eye contact. Skin contact may be a route of entry for liquefied gases. Acute Toxicity/Effects Acute toxicity Assessment of acute toxicity: Virtually nontoxic after a single ingestion. Virtually nontoxic by inhalation. Virtually nontoxic after a single skin contact. Based on available Data, the classification criteria are not met. The product has not been tested. The statement has been derived from the properties of the individual components. Assessment other acute effects No applicable information available. Irritation / corrosion Assessment of irritating effects: Causes serious eye irritation. Sensitization Safety Data Sheet MasterAir AE 200 also MICRO AIR® Revision date : 2015/03/10 Page: 7/9 Versiom 2.0 _ (30605435/SDS GENUS/EN) Assessment of sensitization: Sensitization after skin contact possible. Chronic Toxicity/Effects Repeated dose toxicity Assessment of repeated dose toxicity: No reliable data was available concerning repeated dose toxicity. Based on available Data, the classification criteria are not met. Genetic toxicity Assessment of mutagenicity: The chemical structure does not suggest a specific alert for such an effect. Based on available Data, the classification criteria are not met. Carcinogenicity Assessment of carcinogenicity: The chemical structure does not suggest a specific alert for such an effect. Based on available Data, the classification criteria are not met. Reproductive toxicity Assessment of reproduction toxicity: The chemical structure does not suggest a specific alert for such an effect. Based on available Data, the classification criteria are not met. Teratogenicity Assessment of teratogenicity: The chemical structure does not suggest a specific alert for such an effect. Based on available Data, the classification criteria are not met. Other Information The product has not been tested. The statement has been derived from the properties of the individual components. Symptoms of Exposure The most important known symptoms and effects are described in the labelling (see section 2) and/or in section 11. 12. Ecological Information Toxicity Aquatic toxicity Assessment of aquatic toxicity: Based on available Data, the classification criteria are not met. There is a high probability that the product is not acutely harmful to aquatic organisms. Persistence and degradability Assessment biodegradation and elimination (1-12O) Inherently biodegradable. The insoluble fraction can be removed by mechanical means in suitable waste water treatment plants. Bioaccumulatirre potential Assessment bioaccumulation potential Discharge into the environment must be avoided. Mobility in soil Assessment transport between environmental compartments Safety Data Sheet MasterAir AE 200 also MICRO AIR® Revision date : 2015/03/10 Page: 8/9 Version: 2.0 (30605435/SDS_GEN_US/EN) No data available. Additional information Other ecotoxicological advice: Do not discharge product into the environment without control. The product has not been tested. The statements on ecotoxicology have been derived from the properties of the individual components. 13. Disposal considerations Waste disposal of substance: Recommendations: Use excess product in an alternate beneficial application. Dispose of in accordance with local authority regulations. Do not discharge into drains/surface waters/groundwater. Container disposal: Contaminated packaging should be emptied as far as possible; then it can be passed on for recycling after being thoroughly cleaned. 14. Transport Information Land transport USDOT Not classified as a dangerous good under transport regulations Sea transport IMDG Not classified as a dangerous good under transport regulations Air transport IATA/ICAO Not classified as a dangerous good under transport regulations 15. Regulatory Information Federal Regulations Registration status: Chemical TSCA, US released I listed EPCRA 311/312 (Hazard categories): Chronic; Acute CERCLA RQ CAS Number Chemical name 1000 LBS 75-07-0; 1310-58- acetaldehyde; Potassium hydroxide; Sodium Hydroxide 3; 1310-73-2 100 LBS 50-00-0; 123-91-1 Formaldehyde; 1,4-dioxane 10 LBS 75-21-8 Ethylene Oxide State regulations Safety Data Sheet MasterAir AE 200 also MICRO AIR® Revision date : 2015/03/10 Page: 9/9 Version:2.0 (30605435/SDS GEN US/EN) CA Prop. 65: WARNING: THIS PRODUCT CONTAINS A CHEMICAL(S) KNOWN TO THE STATE OF CALIFORN[A TO CAUSE CANCER AND BIRTH DEFECTS OR OTHER REPRODUCTIVE HARM NFPA Hazard codes: Health: 2 Fire: 0 Reactivity: 0 Special: HMIS III rating Health: 2 Flammability: 0 Physical hazard:0 16. Other Information SDS Prepared by: BASF NA Product Regulations SIDS Prepared on: 2015/03110 We support worldwide Responsible Care® initiatives. We value the health and safety of our employees, customers, suppliers and neighbors, and the protection of the environment. Our commitment to Responsible Care is integral to conducting our business and operating our facilities in a safe and environmentally responsible fashion, supporting our customers and suppliers in ensuring the safe and environmentally sound handling of our products, and minimizing the impact of our operations on society and the environment during production, storage, transport, use and disposal of our products. MasterAir AE 200 also MICRO AIR is a registered trademark of BASF Corporation or BASF SE IMPORTANT: WHILE THE DESCRIPTIONS, DESIGNS, DATA AND INFORMATION CONTAINED HEREIN ARE PRESENTED IN GOOD FAITH AND BELIEVED TO BE ACCURATE, IT IS PROVIDED FOR YOUR GUIDANCE ONLY. BECAUSE MANY FACTORS MAY AFFECT PROCESSING OR APPLICATION/USE, WE RECOMMEND THAT YOU MAKE TESTS TO DETERMINE THE SUITABILITY OF A PRODUCT FOR YOUR PARTICULAR PURPOSE PRIOR TO USE. NO WARRANTIES OF ANY KIND, EITHER EXPRESSED OR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE, ARE MADE REGARDING PRODUCTS DESCRIBED OR DESIGNS, DATA OR INFORMATION SET FORTH, OR THAT THE PRODUCTS, DESIGNS, DATA OR INFORMATION MAY BE USED WITHOUT INFRINGING THE INTELLECTUAL PROPERTY RIGHTS OF OTHERS, IN NO CASE SHALL THE DESCRIPTIONS, INFORMATION, DATA OR DESIGNS PROVIDED BE CONSIDERED A PART OF OUR TERMS AND CONDITIONS OF SALE, FURTHER, YOU EXPRESSLY UNDERSTAND AND AGREE THAT THE DESCRIPTIONS, DESIGNS, DATA, AND INFORMATION FURNISHED BY OUR COMPANY HEREUNDER ARE GIVEN GRATIS AND WE ASSUME NO OBLIGATION OR LIABILITY FOR THE DESCRIPTION, DESIGNS, DATA AND INFORMATION GIVEN OR RESULTS OBTAINED, ALL SUCH BEING GIVEN AND ACCEPTED AT YOUR RISK. END OF DATA SHEET PO Bo-x 5395 • Asheville. NC 28813 (828)253-6421 (828)254-3024 Fax Southem. Concrete .Materials_ June 16. 2015 Received Ms.Darlene Kucken North Carolina Dept. of Environment and Natural Resources JUN 18 2015 Asheville Regional Office { '+ 2090 U.S. 70 Highway Swannanoa, NC 28778 twW qualELy secam ^ShmWe, Dear Ms. Kucken, I recently went to our Murphy plant as a follow up to your stormwater inspection on May 14`h and wanted to update you on our plans to better bring this site into compliance. The bulk storage containers without secondary containment that you outlined in your letter are non -petroleum based admixtures that are used in the production of concrete. There are 4 containers, a 1500 gallon container of Polyheed 997, a 1500 gallon container of Master Set AC 122, a 1000 gallon container of Master Set R 300 and a 250 gallon container of NC 534. 1 have enclosed Material Safety Data Sheets for each product. We are in the process of procuring a containment structure for these admixture chemicals which will be a sea container similar to the one that holds the other admixtures on site. We hope to have this completed within 60 days. The existing container holds 2 — 1000 gallon containers of Master Air AE 200. Rob Lindsey now has copies on site of the training records, analytical sampling results and the detailed map showing the outfall which was already on site. He has also put rip rap in the drainage ditch. Please let me know if you need any additional information. Sincerely, ;1� /,' Jeff Lamm VP/Environmental Affairs Southern Concrete Materials Quality and Service ■o ■o ■ g ■ ■ fu fii _ , �® it i u A L S, E �/(��j\j ] �jf[� p /j�j�\ �j [j'- E L USE u7 tt.11 h3 I XT'E 2''�Zi I, u-t --n xsJ Ir 31 / ll (f""u U e`er �� `'J. Postage $ RETURNr-7D' SENDER' r-1 i NOMAIL RECEPTACLE certified Fee r 3 O # U N A B L E `1- 0 FORWARD p Retum Receipt Fee Postmark Qi S C: $'7 7 8 8 2 Z x. 9 0 # 9 5 4 _ 0 T o (Endorsement Required} Here { 1 t . ! ! ..3 I .13.-_)F1.;1..1_.tE_1[1__-I._1 'I��'li� lttr,r�rftlr,rtrr.t.,rlf�„rtrl„r>ti►rr=rrrf! .r Restricted Delivery Fee (EndorsemontRequired} M r =1 r 9 Q Total Postage & Fees Zp I 1] Total Postage & Fees fu sent To fu sent o Southern Concrete Materials, Inc. Southern Concrete Materials, Inc. straeL,� - � '-1 5`6eet�p-CNo:;-' ATTN: Mr. Jeff Lamm Q ATTN: Mr. John Bryson o,POBa I 395 Wingate Road ____ ___ ______ _________ coy srea � vrPOBOX NO. PO Box 5395 Coy stare, zrP+a Asheville, North Carolina 28813 Murphy, North Carolina 28906 111 ' Completd it6rm 1',.2. and 3. Also complete item 4 if Re§trlcted Delivery is desired. ■ Print your name and`dddress on the reverse so that we can return & card to you. ■ Attach this bard to tfio'back of the mailpiece, ('pr on the front If space permits. Article Addressed to: rSouthern.Concrete Materials, Inc. rt - f ATT[�3,r• Mr. Jeff Lamm "} Pa Box 5395 V u Asheville, North Carolina 28813 land C . fVifi�-°v`�.t r\�---- ❑ Agent B. Received (PnrrteM e) C. Date of Delivery D. Is jelivery ddress different from Ite ' s r delivery address w: s� it r_ Id,Wt4W&PW ❑ Express �3 I �- hafitasterad �eturn Recelpf for Merchandise ❑ Insured Mali C] C.O.D. 4. Restricted Delivery? Pam Fee) ' ❑ Yes 2. (rrrransmr f ti. 7 012 1010 0002 1965 9257 PS Form 3811, February 200%.4_ ° I12rr� °ncrete Materials art 140000 NCG1404: UNITED STATES4P_�,, QL 1;+' JUN ° • Sender: G First -Class Mail Postage & Fees Paid USPS Permit No. G-10 print your name, address, and ZIP+4 in this box • North Carolina Department of Environment and Natural Resources Division of Land Resources FAR 20.�0_U5 Highway 70 Swannanoa. NC 28778 AA NCDENR North Carolina Department of Environment and Natural Resources Pat McCrory Donald R. van der Vaart Governor Secretary May 29, 2015 CERTIFIED MAIL — 7012 1010 0002 1965 9257 CERTIFIED MAIL — 7012 1010 0002 1965 9264 RETURN RECEIPT REQUESTED 4outhern Concrete Materials, Inc. Southern Concrete Materials, Inc. ATTN: Mr. Jeff Lamm ATTN:.Mr. John Bryson PO Box 5395 395 Wingate Road Asheville, North Carolina 28813 Murphy, North Carolina 28906 SUBJECT: NPDES Stormwater Permit Compliance Inspection Southern Concrete Materials, Inc. — Whitaker Road, Murphy Plant General Permit No: NCG140000; COC No: NCG140434 Cherokee County Dear Mr. Lamm and Mr. Bryson: The NCDENR-Land Quality Section staff conducted a site inspection on May 14, 2015. The primary goal of this inspection was to evaluate compliance with the conditions of the NCG140000 General Permit, and to discuss any actions that have been or could be taken to assure compliance with your permit NCG140434. At the time of this inspection the facility was found to be in non-compliance with your permit. There are several issues that need to be addressed. Please refer to the enclosed Compliance Inspection Report for additional comments, observations, and recommendations made during the inspection. Please respond in writing to this letter providing the assessment of the bulk storage y liquid materials on.site including the contents and capacity of all storage containers on site and whether or not these are subject to secondary containment pursuant to Part 111, 2(b) of General Permit NCG140000. If so, please include a schedule for installing secondary containment where required and a list of existing containers with secondary containment. We look forward to receiving this information within 30 days of receipt of this letter. A follow-up compliance inspection will be conducted to assure that the non- compliant issues have been addressed. Division of Energy, Mineral, and Land Resources — Land Quality Section Asheville Regional Office, 2090 US Highway 70, Swannanoa, North Carolina, 28778-8211 Telephone 828-296-4500 Fax 828-299-7043 One http://portal.ncdenr,o q web/lr/land-qualm NorthCarolina An Equal Opportunity 1 Affirmative Action Employer Naturally Mr. Jeff Lamm and Mr. John Bryson May 29, 2015 Page 2 of 2 Please retain and append this letter to your Stormwater Pollution Prevention Plan (SPPP) or permit. If you have any questions or comments concerning this letter, please contact Darlene Kucken or me at (828) 296-4500. Sincerely, Laura Herbert, PE Regional Engineer Enclosure (May 14, 2015 Inspection Report) ec: Bethany Georgoulias, RCO (with enclosure) Landon Davidson, ARO - DWR I Compliance Inspection Report Permit: NCG140434 Effective: 03/19/14 Expiration: 06/30/16 Owner : Southern Concrete Materials Inc SOC: Effective: Expiration: Facility: Southern Concrete Materials - Murphy Plant County: Cherokee 395 Wingate Rd Region: Asheville Murphy NC 28906 Contact Person: John Bryson Title: Phone: 828-456-9048 Directions to Facility: System Classifications: Primary ORC: Certification: Phone: Secondary ORC(s): On -Site Representative(s): Related Permits: Inspection Date: 05/14/2015 Entry Time: 12:00PM Exit Time: 01:00PM Primary Inspector: Darlene J Kucken Phone: Secondary Inspector(s): Reason for Inspection: Routine Inspection Type: Compliance Evaluation Permit Inspection Type: Ready Mix Concrete StonnwaterANastewater Discharge COC Facility Status: ❑ Compliant Not Compliant Question Areas: Storm Water (See affachment summary) Page: 1 Permit: NCG140434 Owner - Facility: Southern Concrete Materials Inc Inspection Date: 05114/2015 Inspection Type: Compliance Evaluation Reason for Visit: Routine Inspection Summary: 1. This site visit was conducted to inspect the Sediment and Erosion Control Plan on file (CHERO-2008-014). This erosion control plan was closed out based on this inspection. 2. A stormwater inspection was conducted and the site was found to be in non-compliance with the SWPPP for the following reasons: a. The analytical data monitoirng sheets are not kept on site. All data analysis should be kept on site and filed in the SWPPP. b. While employee training is conducted, evidence of this training was not filed in the SWPPP, Documentation of the training and employee signatures should be on file with the SWPPP. c. There was not a detailed reap of the outfall(s) filed with the SWPPP. Please file a detail of the facility and its outfall(s). d. The 'Add Mixture' containers are not held within secondary containment. Please assess the content of all bulk storage liquid materials on site and provide a list of these materials to this office for determination of secondary containment requirements. e. The outfall and the area draining to the outfall should be stabilized with rip rap or a drainage pipe to assure_ a clean sample is collected. Page: 2 Permit: NCG140434 Owner - Facility: Southern Concrete Materials Inc Inspection Date: 0511412015 Inspection Type: Compliance Evaluation Reason for Visit: Routine Stormwater Pollution Prevention Plan Yea No NA NE Does the site have a Stormwater Pollution Prevention Plan? ■ ❑ ❑ ❑ # Does the Plan include a General Location (USGS) map? 0 ❑ ❑ ❑ # Does the Plan include a "Narrative Description of Practices"? N ❑ ❑ ❑ # Does the Plan include a detailed site map including outfall locations and drainage areas? ❑ E ❑ ❑ # Does the Plan include a list of significant spills occurring during the past 3 years? ❑ ❑ 0 ❑ # Has the facility evaluated feasible alternatives to current practices? ❑ ❑ ❑ # Does the facility provide all necessary secondary containment? ❑ N ❑ ❑ # Does the Plan include a BMP summary? E ❑ ❑ ❑ # Does the Plan include a Spill Prevention and Response Plan (SPRP)? ❑ ❑ ❑ # Does the Plan include a Preventative Maintenance and Good Housekeeping Plan? ❑ ❑ ❑ # Does the facility provide and document Employee Training? ❑ E ❑ ❑ # Does the Plan include a list of Responsible Party($)? ❑ ®❑ ❑ # Is the Plan reviewed and updated annually? ❑ ❑ ❑ 0 # Does the Plan include a Stormwaler Facility Inspection Program? ❑ ❑ ❑ Has the Stormwater Pollution Prevention Plan been implemented? ❑ ❑ ❑ Comment: Qualitative Monitorinq Yes No NA NE Has the facility conducted its Qualitative Monitoring semi-annually? 0 ❑ ❑ ❑ Comment: Analytical Monitoring Yes No NA NE Has the facility conducted its Analytical monitoring? 0 ❑ ❑ ❑ # Has the facility conducted its Analytical monitoring from Vehicle Maintenance areas? N ❑ ❑ ❑ Comment: Permit and Outfalls Yea No NA NE # Is a copy of the Permit and the Certificate of Coverage available at the site? 0 ❑ ❑ ❑ # Were all outfalls observed during the inspection? e ❑ ❑ ❑ # If the facility has representative outfall status, is it properly documented by the Division? ❑ ❑ ■ ❑ # Has the facility evaluated all illicit (non stormwater) discharges? ❑ ❑ © ❑ Comment: Page: 3 Kucken, Darlene From: Rob Lindsay <Rlindsay@scmusa.com> Sent: Friday, May 15, 2015 6:52 AM To: Kucken, Darlene Subject: Topo Maps Follow Up Flag: Follow up Flag Status: Flagged Hi Darlene, did find the topographical maps in the SWRO book that you were inquiring about at the Murphy Plant. Jeff does have them in it. I just wanted to let you know, thanks and it was nice meeting you. Have a good day. i 1 Rob Lindsay (:71 Production SUmv*or - 900 Lows Mi11 Road soarmern BIAttSv dle, CA 30512 Concrete materinle Pho-u:828.877.91+: f Fax: 828-837.7913 _ Cr11: 878-454-851 ] Min dray gscrtu5a. torn 4 Herbert, Laura C From: Herbert, Laura C Sent: Monday, March 24, 2014 4:47 PM To: Wade, Larry Subject: RE: NCG140434 Attachments: RE: NCG140434; IMG_2307.JPG; IMG_2306.JPG; IMG_2303.JPG; IMG_2304.JPG; IMG_ 2305.J PG La r ry, See attached email from Jeff Wait, who went by the site last week. This appears to be the site of the concrete plant permitted under NCG140154. According to Jeff's observation, this old plant will be demolished and the new plant will replace it under permit NCG140434. We have no concerns with this permit being issued. Drainage in the area is to C classified waters. Laura Laura Herbert, P.E. Regional Engineer Division of Energy, Mineral, and Land Resources - Land Quality Section NCDENR-Asheville Regional Office 2090 US Highway 70 Swannanoa, NC 28778 Tel:828-296-4500 Fax:828-299-7043 http://portal.ncdenr.org/web/Ir Notice: E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and therefore may be disclosed to third parties unless the content is exempt by statute or other regulation. From: Wade, Larry Sent: Friday, March 07, 2014 1:05 PM To: Herbert, Laura C Subject: NCG140434 Hello Laura, Please find attached the NOI for the subject facility. I am sending you plans and related documents through the courier for your review. Let me know if you have any concerns with issuing a permit for this facility. If I do not receive a response within 30 days from the date of this email, I will proceed with issuing a permit contingent upon a favorable review in the central office. If you have any questions or require additional information, please call. Thanks, Larry W. Wade PE Telephone: (919) 807-6375 1 Fax: (919) 807-6494 Stormwater Permitting Program North Carolina Department of Environment & Natural Resources Division of Energy Mineral and Land Resources 1612 Mail Service 942S Raleigh, NC 27699-1612 Physical Address - 512 N. Salisbury St. Room Raleigh, NC 27604 **** ********** ** *****ThIS is a government E-mail address**************************** *********E-mails sent and received from this address can be disclosed to third parties************ Herbert, Laura C From: Wait, Jeff Sent: Friday, March 21, 2014 11:59 AM To: Herbert, Laura C Subject: RE: NCG140434 Follow Up Flag: Follow up Flag Status: Flagged We have an E&SC plan for this site, CHERO-2008-014. I inspected the site yesterday. The project has not started but it appears that they may be preparing to start. The plan is for the old concrete plant facility on site that is not in operation to be torn down and a new facility to be built. According to the EC Narrative the metal building on site is being used by SCM for equipment maintenance. Photos are on the G drive. Let me know if you need any more info. Jeff Wait - Jeff.Wait@ncdenr.Rov North Carolina Dept. of Environment and Natural Resources Asheville Regional Office Division of Energy, Minerals and Land Resources Land Quality Section 2090 U.S. 70 Highway Swannanoa, NC 28778 Tel: 828-296-4500 Fax: 828-299-7043 E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties. From: Herbert, Laura C Sent: Friday, March 07, 2014 1:38 PM To: Wait, Jeff Subject: FW: NCG140434 Jeff, You know anything about this plant. Next time you are in Murphy, can you just ride by and confirm location/operation. Don't need to stop. Thanks, Laura Laura Herbert, P.E. Regional Engineer Division of Energy, Mineral, and Land Resources - Land Quality Section NCDENR-Asheville Regional Office 2090 US Highway 70 Swannanoa, NC 28778 Tel:828-296-4500 Fax:828-299-7043 http://portal.ncdenr.org/web/Ir i Notice: E-mail correspondence to and from this address may be subiect to the North Carolina Public Records Law and therefore may be disclosed to third parties unless the content is exempt by statute or other regulation. From: Wade, Larry Sent: Friday, March 07, 2014 1:05 PM To: Herbert, Laura C Subject: NCG140434 Hello Laura, Please find attached the NQI for the subject facility. I am sending you plans and related documents through the courier for your review. Let me know if you have any concerns with issuing a permit for this facility. If I do not receive a response within 30 days from the date of this email, I will proceed with issuing a permit contingent upon a favorable review in the central office. If you have any questions or require additional information, please call. Thanks, Larry W. Wade PE Telephone: (919) 807-6375 Fax: (919) 807-6494 Stormwater Permitting Program North Carolina Department of Environment & Natural Resources Division of Energy Mineral and Land Resources 1612 Mail Service Physical Address - 512 N. Salisbury St. Room 942S Raleigh, NC 27699-1612 Raleigh, NC 27604 ************************This is a government E-mail address**************************** *********E-mails sent and received from this address can be disclosed to third parties************ 2 r Herbert, Laura C From: Wade, Larry Sent: Friday, March 07, 2014 1:05 PM To: Herbert, Laura C Subject: NCG140434 Attachments: NCG140434 NOI.pdf Follow Up Flag: Follow up Flag Status: Flagged Hello Laura, Please find attached the NOI for the subject facility. I am sending you plans and related documents through the courier for your review. Let me know if you have any concerns with issuing a permit for this facility. If I do not receive a response within 30 days from the date of this email, I will proceed with issuing a permit contingent upon a favorable review in the central office. If you have any questions or require additional information, please call. Thanks, Larry W. Wade PE Telephone: (919) 807-6375 Fax: (919) 807-6494 Stormwater Permitting Program North Carolina Department of Environment & Natural Resources Division of Energy Mineral and Land Resources 1612 Mail Service Physical Address - 512 N. Salisbury St. Room 9425 Raleigh, NC 27699-1612 Raleigh, NC 27604 is a government E-mail address**************************** *********E-mails sent and received from this address can be disclosed to third parties************ 1 4 7'V' NC®E R IY�nnr Cwio_-u Ov'nlrur c. Gv=ioK++swr Ma I+r�wa� � ^ Division of Water Quality / Surface Water Protection National Pollutant Discharge Elimination System NCG140000 [F�QRAOEN I1:5BONLY o eeei1xth Day 0 Cee�tficam of coscra 13 e6oc7cfJ Amol�t Kati trao Pam' A Fo a NOTfCE OF INTENT National Pollutant Discharge Elimination System application for coverage under General Permit NCG140000: STORMWATER AND PROCESS WASTEWATER DISCHARGES associated with activities classified as: SIC (Standard Industrial Classification) Code: 3273 and like activities - Ready Mixed Concrete This NOI may be an application to discharge process wastewater. NCG140000 contains effluent limitations for process wastewater discharges. Wastewater discharges must meet the requirements of these effluent limitations. An exceedence of any of these limitations will result In a violation of the permit conditions. For questions, please contact the DWQ Central Office or Reglonal Office In your area. (See page 6} (Please print or type) 1) Mailing address of ownerloperator (official address to which all RRM31t correspondence will be, mailed): (Please print or type ail entries in this application form.) Legal Owner Name Southern Concrete Materials (Please attach the most recent Annual Report to the NC Secretary of State showing the current legal name. Alternatively this permit can be given to an Individual.) Signee's Name (as signed for In question 29 below) Jeff Lamm Street Address PO Box 5395 City Asheville State NC ZIP Code 28813 Telephone No. 828-253-6421 Email liammta`�_semuse.com Alternate Contact Name John Bryson Email (if different) lbrysan@scmusa,com Alternate Contact Telephone (if different)828-456-9048 2) Location of facility producing discharge: Facility Name Southern Concrete Materials — Murphy Plant Facility Contact John Bryson Street Address 395 Wingate Road City Murphy Slate NC ZIP Code 28906 County Cherokee Telephone No. _ „_ „ Fax: 3) Physical location Information: Please provide narrative directions to the facility (use street names, state road numbers, and distance and NJ direction from a roadway intersection). bead west on U.S. Hwy 64 from Murphy, NC to the intersection of Wingate Rd. & U.S_ Hwy. 64 proceed northwest on Wingate Road 0.36 miles to plant entrance on left side. O (A copy of a county map or USGS quad sheet with faclllty Deady located on the map is a required part of this application.) 4) Latitude 35-01-45 N Longitude 84-08-05 W (deg, min, sec) 6) This NPDES Permit Application applies to the following (check all that apply): X New or Proposed Facility Date operation is to begin U ' i] Existing Facility Permit # Page 1 of 7 SWU-229-11032011 NCG140000 N.O.J. 6) Consultant's application Information: Consultant: Paul Sexton Consulting Firm: Broots.Enalneering Associates, P.A. Mailing Address: 17 Arlington Street City: Asheville State: North Carolina Zip Code: 28801 Phone: (828) 232-4700 Fax: (828) 232-1331 Email., psexton(Zr brooksea,com (Optional) Staple Business Card Here: 7) Provide the 4 digit Standard Industrial Classification Code (SIC Code) that describes the primary Industrial activity at this facility: SIC Code: 3273 8) Provide a brief description of the types of Industrial activities and products produced at this facility: (Attach a site diagram showing the process areas present at this facility,) Storage of raw materials such as aggregate and cement and the nroguction of ready mixed concrete Stormwater Dlscbargra, Wastewater Treatment B Olscharrre and PerM*1170 lnformatlon 9) Discharge points 1 Receiving waters: Number of discharge points (ditches, pipes, channels, etc.) that convey stormwater and/or wastewater from the property: Storm water -only. _O Wastewater -only: _a Wastewater Commingled with Stormwater: _p For new facilities: Expected date of commencement of discharge: What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the facility stormwater and/or wastewater discharges end up In? Unnamed tributary to the Note�ly,Rive r Receiving water classification(s), if Known: C if the site stormwater discharges to a separate storm sewer system, name the operator of the separate storm sewer system (e.g. City of Raleigh municipal storm sewer). NIA Will this facility discharge wastewater to SA (Shelifishing) waters? ❑ Yes X No Note: Discharge of process wastewater to receiving waters classified as WS-11 to WS-V or SA must be approved by the N.C. Division of Water Resources, Public Water Supply Section. If DWR does not approve, coverage under NCG140000 cannot be granted. No new discharges of process wastewater are permitted to receiving waters classified as WS-I or freshwater ORW. 10) Each applicant shall provide the following Information (attach additional sheets as necessary): Two (2) site plans depicting the facility or site with numbered outfalls which Indicate stormwater and wastewater outfalls. The plans shall legibly show. at a minimum, (existing or proposed): o Outline of drainage areas with topographical lines and features o Stormwaterlwastewater treatment structures o Location of numbered stormwater/wastewater outfalls (corresponding to which drainage areas) o Runoff conveyance structures o Areas and acreage where materials are stored o Impervious area acreages o Location(s) of streams and/or wetlands the site is draining to, and any applicable buffers Page 2 of 7 SWU-229-07122011 NCG140000 N-01 b Site property lines, North Arrow, and bar scale t o If applicable, the 100-year floodplain line i o Acreage of each stormwater and wastewater topographical area +, o Each of the facilities' wastewater or stormwater source and discharge structures and each of Its hazardous waste treatment, storage, or disposal facilities o Site location (insert) i Site plans shall be 2411x 36" In size. Line drawing and description: A line drawing of the water flow through the facility. A pictorial ` description of the nature and amount of any sources of water and any collection and treatment measures. A narrative description and Identification of each type of process, operation, or production area which contributes wastewater to the effluent for each outfall, and a description of the treatment the wastewater receives (or will receive), including the ultimate disposal of any solid or fluid wastes other than by discharge. Processes, operations, or production areas may be described In general terms (e.g. 'ash silo'). 11) Does the applicant have any unresolved Notice of Violations (NOVe)? X No ❑ Yes wastewater: 12) What types of wastewater does your facility generate or discharge? `I`ype of Autharized Wastewater Generate Discharge Sent.to WW _ _ _ - ::Treatment stem Vehicle and equipment cleaning VE X X ❑ 'Wetting of raw material stackplies'(RMY ❑ ❑ ❑ 1 Mixing drum cleaning MD X X D Further explanation, if necessary: 13) Will your facility spray -down or actively wet aggregate plies? i X No ❑ Yes i 14) Does the facility use any of the following on site? ❑ Phosphorus -containing Detergents ❑ Non -Phosphorus -containing Detergents ❑ Brighteners ❑ Other Cleaning Agents ❑ Other: 15) Are wastewater treatment facilities planned in the 100-year flood plain? X No ❑ Yes 16) Does your facility use or plan to use a recycle system, or recycle components In your treatment system? X Yes ❑ No If yes, what size storm event is the system designed to hold before overflowing? (for example, 10-yr, 24-hr) __25 _ year, 24-hr rainfall event Page 3 of 7 SWU•229-07122011 #k' f NCG140000 NA.). 17) Will your facility build a closed -loop recycle system that meats design requirements In 15A NCAC 02T .1000 and hold your facilities' working volume}? '• X Yes 0 No Will your facility discharge wastewater to surface waters? ❑ Yes X No If the facility's treatment system meets the design requirements of 15A MCACO2r .1000 (including ;- holding the 25-year, 24-hour storm plus one foot of freeboard), holds the working volume of your site, and does not discharge wastewater to surface waters, you may not be required to obtain an NPDE=S permit for wastewater discharges. 1f you believe this is the case, please contact DWQ's Aquifer Protection Section Land Application Unit Central Office Supervisor or staff (1636 Mail Service Center, Raleigh, NC 27699-1636) for more information on obtaining the necessary permits or approvals. if you will discharge wastewater or stormwater to surface waters, please continue to apply for a permit to discharge associated with ready -mixed concrete or like operations under NCG140000. For further questions, please contact f DWQ's Stormwater Permitting Unit Staff. 18) A wastewater treatment alternatives review is required by ISA NCAC 2H.0105 (c)(2) for any new or expanding water pollution control facility's discharge In North Carollna. You may attach additional sheets. a) What wastewaters were considered for this alternatives review? ❑ VE C1 RM ❑ MD b) Connection to a Municipal or Regional Sewer Collection System: 1) Are there existing sewer lines within a one -mile radius? ..................................... ❑ Yes ❑ No (1) If Yes, will the wastewater treatment plant (WVVTP) accept the wastewater? .... ❑ Yes ❑ No (a) If No, please attach a letter documenting that the WWTP will not accept the wastewater, (b) If Yes, Is It feasible to connect to the WWTP? Why or why not?' e) Closed loop Recycle System (must meet design requirements of 15A NCAC 2T .1000): 1) Are you already proposing a closed -loop recycle system (CLRS)? x Yes IJ No (1) If Yes, contact DWQ's Aquifer Protection Section's Land Application Unit (2) If No, Is this option technologically feasible (possible)? Why or why not?' (3) if No, Is it feasible to build a CLRS on your site? Why or why not?' (4) What is the feasibility of building a CLRS compared to direct surface water discharge?' d) Surface or Subsurface Disposal System (e.g., spray Irrigatlon); I) Is a surface or subsurface disposal technologically feasible (possible)? ....................❑ Yes 0 No I See DWQ's Aquifer Protection Section Land Applicatlon Unit's Water Balance Calculation Policy for more Information, on DWQ LAU's website httpa/nor�al.ncdenr;grohye sllau�oollGea for more Information. Page 4 of 7 SWU-229.07122011 r NCG140000 N.O.I. Why or Why not? ii) is a surface or subsurface disposal system feasible to Implement?* ...........................❑ Yes ❑ No Why or Why not? Ili) What is the feasibility of employing a subsurface or surface discharge as compared to a direct discharge to surface waters?" s a) Direct Discharge to Surface Waters: Is discharge to surface waters the most environmentally sound alternative of all reasonably cost-effective options of the wastewaters being considered?*... ❑ Yes ❑ No Ij if No, contact DWQ's Land Application Unit to determine permitting requirements, f) if this review included all wastewater discharge types, would excluding some types (e.g. raw stockpile wetting) make any of the above non -discharge options feasible? .............. ❑ Yes ❑ No ` you may be asked to provide further Information to support your answers to these questions after the Initial review, Feasibility should take Into account Inlflal and recurring costs. POTITTITTM 19) Does this facility employ any best management practices for Storrnwafer control? ❑ No X Yes If yes, please briefly describe: Existln g retention pond 20) Does this facility have a Stormwater Pollution Prevention Plan? X No ❑ Yes • If yes, when was It Implemented? ' 21) Are vehicle maintenance activities (VMA) occurring or planned at this facility? 0 No ❑Yes If yes, does your VMA area discharge into your wastewater treatment device? ❑ No ❑ Yes Other/Perms 22) Does this facility have a Division of Land Resources Erosion & Sedimentation Control (E&SC) Permit? XNo❑Yes If yes, list the permit numbers for all current E&SC permits for this facility: 23) Is your facility subject to Phase II Post -Construction Area? ❑ Yes X No If yes, who Is the permitting authority? 24) Is your facility located In one of the 20 Coastal Counties? ❑ Yes X No Is your facility adding more than 10,000 ft2 of built -upon area or LAMA Major Permit? ❑ Yes ❑ No Page 5 of 7 swu•229-07122011 NCG140000 N.O.I. 26) is your facility discharging wastewater (treated or untreated) such as water from wetting of aggregate piles, drum rinse-out, or vehicle and equipment cleaning to a stormwater BMP? ❑ No i] Yes If yes, please attach your approval from the permitting authority to do so. 26) Does this facility have any other NPDES permits? X No ❑ Yes If yes, list the permit numbers for all current NPDES permits for this facility: 27) Does this facility have any Non -Discharge permits (ex: recycle permits)? X No ❑ Yes If yes, list the permit numbers for all current Non -Discharge permits for this facility: 28) Hazardous Waste: a) Is this facility a Hazardous Waste Treatment, Storage, or Disposal Facility? X No ❑ Yes b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of hazardous waste? X No O Yes c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of hazardous waste? X No ❑ Yes d) Type(s) of waste'. How is material stored: Where is material stored: How many disposal shipments per year: Name of transport 1 disposal vendor: Vendor address: Final Checklist T Is application will be returned as incomplete unless all of the following Items have been Included: Check for $100 made payable to NCDENR, This completed application and all supporting documentation. See Question 10. ❑ if an Erosion & Sedimentation Control (E&SC) Plan Is required from Division of land Resources (DLR) or local designee: documentation verifying applicant has developed and submitted that Plan to the governing agency (required per 15A NCAC 02H ,0138). I Two (2) site plans depicting the site plan with numbered outfalls which indicate stormwater and wastewater outfalls. See Question 10. Q A county map or USGS quad sheet with location of facility clearly marked. 29) Signatory Requirements (per40 CFR 122.22) All applications, reports, or Information submitted to the Director shell be signed and certified. a. All notloes of Intent to be covered under this General Permit shall be signed as follows: (1) For a corporation: by a responsfbia corporate officer. For the purpose of this permit, a responsible corporate officer means: (a) a president, secretary, treasurer or vice president of the corporation in charge of a principal business function, or any other person who performs similar policy or decision making functions for the corporation, or (b) the manager of one or more manufacturing production or operating facilities employing more than 250 persons or having gross annual sales or expenditures exceeding 25 million (in second quarter 1980 dollars), If authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures. (2) For a partnership or sole proprietorship: by a general partner of the proprietor, respectively: or (3) For a munlclpallty, state, federal, or other public agency: by either a principal executive officer or ranking elected offlclal. Page 6 of 7 SWU-229-07i22011 i NCG140000 N.O.i. Certification: North Carolina General Statute 143-215.6 B(I) provides that: Any person who knowingly makes any false statement, representation, or certification In any application, record, report, plan, or other document flied or required to be maintained under this Article or a rule Implementing this Article; or who knowingly makes a false statement of a material fact In a rufemaking proceeding or contested case under this Article; or who falsifies, tampers with, or knowingly renders inaccurate any recording or monitoring device or method required to be operated or maintained under this Article or rules of the (Environmental Management) Commission lmplementing this Article shall be guilty of a Class 2 misdemeanor which may Include a One not to exceed ten thousand dollars ($10,000). I hereby request coverage under the referenced General Permit, I understand that coverage under this permit will constitute the permit requirements for the discharge(s) and is enforceable in the same manner as an individual permit. I certify that I am familiar with the information contained in this application and that to the best of my knowledge and belief such information is true, complete, and accurate. Printed Name of Person igning:�-- Title: V, e , _ 11'S,d r r, 5 % ' (Defe Sig ed) Notice of Intent must be accompanied by a check or money order for $100.00 made payable to; NCDENR Mail the entire package to: Stormwater Permitting Unit Division of Water Quality 1617 Mali Service Center Raleigh, North Carolina 27699-1617 Note The submission of this document does not guarantee the Issuance of an NPDE$ permit. For questions, please contact the DWQ Regional Office for your area. DWQ Re-ptional Office (Zontact information: Asheville Office ...... (828) 296-4500 Fayetteville Office ... (910) 433-3300 Mooresville Office ... (704) 663-1699 Raleigh Office ........ (919) 791-4200 Washington Office ...(252) 946-6481 Wilmington Office ... (910) 796-7215 Winston-Salem ...... (336) 771-5000 Central Office ......... (919) 807-6300 I SW U-229.07122011 Page 7 of 7 a NARRATIVE REPORT for NPDES General Permit NCG140000 for Southern Concrete Materials Murphy Plant BEA PROJECT 9398114 Issue Date: February 6, 2014 Prepared for: SOUTHERN CONCRETE MATERIALS P.O. Box 5395 Asheville, North Carolina 28813 (828) 253-6421 Prepared by: SEAL 0321J80 1 17 Arlington Street�� Asheville, NC 28801 (828) 232-4700 � ! lilt �� 1 a! MAR .1 1 2014 Quality Section Asheville . PROJECT DESCRIPTION This project consists of the permitting of stormwater and wastewater discharge from a concrete ready mix plant located near Murphy, North Carolina. SITE DESCRIPTION The site is located on a previous concrete ready -mix plant located at 395 Wingate Road, near Murphy, North Carolina. Site topology consists of previously graded benched areas for a previous concrete ready -mix plant. The site slopes from the northwest to southeast. The lowest area is along the southeastern property line. The Notelly River, a Class C watercourse, is the receiving waterbody and lies to the south of the subject property. Stormwater discharge from the site to receiving waterbody is routed through ephemeral drain -ways. The purpose is to obtain a NPDES General Discharge Permit NCG 140000 to discharge stormwater and wastewater under the National Pollutant Discharge Elimination System (NPDES) and to obtain an Authorization to Construct (ATC) to implement the necessary infrastructure to comply with NPDES requirements. PROCEDURES To discharge stormwater/process wastewater under the NPDES a Notice of Intent (NOI) . application is to be submitted to the North Carolina Department of Environment and Natural Resources (NCDENR). Engineering plans and other pertinent data are to be submitted as designated in the NOI application. FINDINGS To comply with NPDES requirements, Brooks Engineering Associates, PA (BEA) has provided engineering plans dated February 5, 2014 that depicts the necessary infrastructure required. Effluent limits for the current site configuration can be achieved through a recycle system and a water mass balance. The truck washdown area will be graded to allow all site process wastewater to be collected in a single small basin area; all other surface water will bypass the wastewater basin and be treated as stormwater. The stockpile areas are located within an isolated area and consist of material that has already been washed and will not be wetted down. Runoff from stockpile areas is diverted to an existing retention pond to provide additional settlement of any suspended solids. The truck washdown area will collect all material from the truck and drum washdown into a ramped wastewater collection basin that will allow all heavy material and settable solids to settle out. Wastewater will be skimmed from the top and flow into a 7,500 gallon storage tank. Wastewater from the 7,500 gallon tank will be pumped by manual control panel operation to the existing concrete production system. A high water alarm will be installed to warn when the tank reaches 85% capacity. The 7,500 gallon storage tank has been sized from calculations for the 25 year, 24 hour storm event and maximum daily water use classified as wastewater. Calculations have been provided as Attachment "A". From the calculations provided there is a water balance surplus of 1412 gallons. The storage tank has been sized to accommodate surplus water until it can be recycled into plant operations. The existing retention pond on site will be slightly excavated to create additional storage for process wastewater if necessary. All total suspended solids and pH are contained on site. A Storrnwater Pollution Prevention Plan (SPPP) will be written as required by the NPDES permit in concurrence with the proposed plan. ATTACHMENTS' The following attachments have been included as part of the requirements set forth in the NOI. Attachment "A" - Wastewater System Calculations Attachment "B" - NOAA Rainfall Data Attachment "C" - USGS Quadrangle Site Location Map Project Name: SCM - Murphy Plant Project #: 398114 Date: 2/4/2014 Sheet: 1 of 2 Daily Water Use Calculations Daily Maximum Number of Trucks: 6 trucks Wash down Water Usage: 20 gallons/truck 6 trucks x 20 gallons/truck = 120 gallons Rainfall Volume Calculations Note: The precipitation estimate (in.) for a 25 year, 24 hour storm for 35.0285 N, 84.1324 W (subject site) is 6.16 in. (0.513 ft) per the 'Precipitation - Frequency Atlas of the United States" NOAA Atlas 14, Volume 2, Version 3. f Wastewater Basin Area: 1267 ft2 (see site plan for further detail) Wastewater Basin Volume M = 1267 ftZ x 0.513 ft 650 ft3 or 4862 gal Total V = Wash down Volume + Rainfall Volume = 120 gallons + 4862 gallons Total Volume to Recycle System = 4982 gallons Total volume to System: 4982 gallons Total Storage Provided: 7500 gallons % Storage Used: 66% % % Storage Freeboard: 34% % Concrete Production Water Usage Calculation Average Daily Production of Concrete (yds.) 105 yds. Water Required per yd. of concrete (gallons) . 34 gallons Average Daily Production Water Use: 3570 gallons Wafer Balance Calculation (For a 25 year, 24 hour storm event and Average Daily Production) Total Water = Total Volume to Recycle System - Average Daily Production Water Use 4982 gallons - 3570 gallons - 1412 gallons Recycle Time: 0.4 days Note: Retention pond will have the capacity to store all volume going to 7500 gallon tank if necessary. See pond calculations on sheet 2. Project Name: SCM - Murphy Plant Project M 398114 Date: 2/412014 Sheet: 2 of 2 Existing Pond Volume Bottom Area 1342 Elev 1706 Top Area 3501 Elev 1708 Pond Volume (ft3) 4843 Excivated Pond Volume Bottom Area 2047 Elev 1705 Top Area 3501. Elev 1708 Pond Volume (ft-3) 8322 Rainfall Volume Calculations Note: The precipitation estimate (in.) for a 25 year, 24 hour storm for 35.0285 N, 84.1324 W (subject site) is 6.16 in. (0.513 ft) per the "Precipitation - Frequency Atlas of the United States" NOAA Atlas 14, Volume 2, Version 3. Wastewater Basin Area (Al): 1267 ft2 (see site plan for further detail) Wastewater Basin Volume (V) = 1267 ft2 x 0.513 ft 650 ft' Wastewater Basin Area (A2): 6091 ft2 (see site plan for further detail) Wastewater Basin Volume (V) = 6091 ft2 x 0.513 ft 3125 ft' Direct Pond Rainfall Pond Area. 3501 ft2 (see site plan for further detail) Pond Basin Volume (V) = 3501 ft2 x 0.513 ft 1796 ft' Total Pond Volume 5571 ft' Precipitation Frequency Data Server http://hdsc.nws.noaa.gf,• •4idsc/pfds/pfds_printpage.html?f at--35.0285... NOAA Atlas 14, Volume 2, Version 3 Location name: Murphy, North Carolina, U5* Y t,yi Coordinates: 35.0285,-84.1324 c z ; Elevation: 1692 ft* a 'source: Google lvlaps POINT PRECIPITATION FREQUENCY ESTIMATES G.M Bonnin, D. Martin, B, Lin, T. Parzybck, M.Yelda, and 0. Riley NOAA, National Weather Service, Silver Spring, Maryland PF tabular I PF graphical I Maps & aerials PF tabular PPS -based point precipitation frequency estimates with 90% confidence intervals (in inches) Average recurrence interval (years) Duration r 5 - 10 F25 -750 T�- -1 200 500 1000 =rmn 0.363 0.423 0.496 0.572 0. 558 0.733 0.803 0.874 0. 663 1.04 (0.331 0.401)l (0.385-0.468) (0.450-0.548) (0_517-0:632) {0.593_0.727) (0.655-0.811)(0.713.0.891) (0.769-0.973(0. } 835-1.D8) (0.894-lA8) 0 580 0. 777 0.795 0 915 1.05 - 1.17 1.28 1.39 1.52 1.65 100�min (OS28 0.641)'(0.616-0_748) (0.721-0.877) (0 827-1.01) (0.944-lA6) 1 (1:04 1.29) ; (113-1.42) (1_22-1 54) (1.32 1.70) (1.41.1.85) , 0.725 0.850 1. 11 1.16 1.33 1.48 1 61 1.75 i 92 2.06 15-min ! (0.660-0.801)i {0.774-0.941)' (0.912-1.11) . (1.05-1.28) (1.20-1.47J {1.32-1.64) {143 1.79} r 1.54-1 95) (1.66 2_14) (i 77_2.33) . [�22-3- 2247 2272.0333.34 30-min 0.994 1.43 1.68 (1.30-.58) (1.52 i.10) 92�-3.41) (2.86-3.77)1.817726(0.905 60-mtn 1.24 i 1.4t 1.83 2.18 2.62 3.02 3.40 3.81 4.38 4.88 (i.13-1.37} (1.34-1.63) (1.66-2.02) (1.97.2_41) (2.36_2.90) 1 (2.69-3.34) (302-3.78) _ (3.36-4 25) 1 (3.80-4.90) (4.1B-5.50) �2-hr 1.49 P 1.76 2.19 2.61 �3�16 3 6fi 4.18 4.74 5.52 6.25 q l (1.36-1.64)� (1.61.1.94) i (1.99-2.40) (2.38-2.87) (23.46} (3,30 4.02) ' (3,73-4.60) 1 (4.19-5 24) [ {4.8i-6.i7J (5.35-7,05) �I3 hr 1 61 1.90 2.34 2.80 3.40 3 96 4.54 5.18 6.09 6.94 (t.48-i.78) (1.75-2;09) {2.15-2.57) {2_56-3.07) {3.09-3.72) (3_56 4 35) {4.05_5.00J (4.57-5 73) (5.2B-6.79) (5.92-7.83) 1 2.15 2.83 3.36 4.06 4.72 5.42 fi.18 7.28 8.30 6�hrj[(1.L02.20) (2.16-2.57) : (2.62-3.09) (3.10 3.66) 1 {3.72 4.42} (4.29 5,14) (4,86 5.92) (5.48-6.79) (6.33-8.05) (7,09 9,29} 2.57 I 3.00 3.60 4.22 5.00 2 6.43 7.20 8.24 9.1712-hr2 35-2.80 2 75-3.27 3 3D-3.92 3 66-4.58)-4.58) (456-5.44) F5�7 .22 5 79-7.Q2 fi 43-7.88 7 29-9.08 8 03�-34.2) 5.17 6.16 1013.03 3.63 4.48 6.98 77.8469} 8.76 .11.2 24-hr I 001328) (3.37-3.93) -4.85) 477-56) (5.63-6.72) (6.30-7.66) (T71-9,84) ; (9A3.13.0)28_: �2-day I J (.58.1_75(7.38.0136475 11.1 12.1 30(9735 (4.06-4.70) (5.64-6.57) 6-7) 1-87) 8.a4-976) (877-10.9) -12_5)' (10.5-13.8)' 3.96 4.72 5.72 6.51 7.58 8.45 9.32 10.2 11.5 12.4 3-day i (3.71-4.24) (4.42-5A6) ' (5.34-6.13) , (6.06-6.99) (7.01-8.18) (7,76-9,15) (8,49-10,2) (9.21-11,3) ! (10,2-12.8) (10.9 14.1J ����� II (4.0111 1. 10.6 11.8 1.84.27 5.08 6 4-day } 6.92 8.02 88 9.76 2 4.55525.:40) (6,-9.59) (8.93-0.6) -11.7) (i0.6=132) (1L3-14.4},:_.. 7-dayF(4,8�-5 15 ! 6.12 7.32 8.27 9.55 10.6 11.6 12.6 14.0 15.1 �i.51) (5.73-6.54) {6.85-7.84) {7.71.8.85) (8.85-10.3) (9.73-i1.4) [106 12.5} (11.4-i38) (12.5 15.6) (13.3 17.0) 10-day 5.94 7.02 8.32 9.36 10.8 11 9 t 3.0 i4.1 15.7 16.8 (5.57-6,33) I (659-7,50) [7.80-8.89) (8.75-10.0) (10:0-1i.6) (11.0128) : (11.9_14:1) (12.8-155)� (14:1=17.4) (15.0:18.9) 20-day ' B 15 9.59 11.1 12.3 13.8 15.0 16.1 17.1 18.5 19.5 (7.73 8.59) J (9 09_10.1) 1 (10.6 11.8) {11.7 13,0) (13.0 14 6} [i4.1 15 9) {i5 0-17.2) (15.9-18 4) (17,0-20,Q) (17.8 21 3) 9 93 11.6 .6 16.2 17.4 186 19.7 21.1 22.130-day (9.46 10.4) i (iL1-12.2} {1;1�3.3-[-14 4.0J (13.8.15.3} (15.3-17.1) (16A 1$.4) {i75 19.7) (i8.4-21 D) (19.6 22.6) (20.4-23.8) 45-day 12.7 14.6 16.7 18.1 19.8 21.0 21,1 23.1 24.3 25.2 {12.1 13.3) {14.2-15.5) (16.0-17_5) (17.3-19_4) (18.$-20D (19.9-22.1) (20,9-23.3) (21.8-24.5} (22.8-25.9J (23.5-26.9) �60-day l 15.3 17.8 19.9 21.5 23.4 24.7 25.9 27,1 28.4 29.3 I {t4:6.16.0) (17.0-18.6} (19.0-20.B} (2o.5-22.4) {22.3-24,4) (23.5-25.9) (24,6. 77-3) {25.6-28.6} (26.7-30.2) (27.5 31.3) 1 Precipitation frequency (PF) estimates in this table are based on frequency analysis of partial duration series (PAS). Numbers in parenthesis are PF estimates at lower and upper bounds of the 90% confidence interval. The probability that precipitation frequency estimates (for a given duration and average recurrence interval) will be greater than the upper bound (or less than the lower bound) is 5%. Estimates at upper bounds are not checked against probable maximum precipitation (PMP) estimates and may be higher than currently valid PMP values. Please refer to NOAA Atlas 14 document for more information. Back to Top PF.graphical �AMI NCDENR North Carolina Department of Environment and Natural, Resources Division of Energy, Mineral, and Land Resources Land Quality Section Tracy E. Davis, PE, CPM Director March 19, 2014 Mr. Jeff Lamm Southern Concrete Materials P. 0. Box 5395 Asheville, NC 28813 Ago Pat McCrory, Governor John E. Skvarla, III, Secretary Subject: General Permit No. NCG140000 Southern Concrete Materials - Murphy Plant COC No. NCG140434 Cherokee County Dear Mr. Lamm: In accordance with your application for a discharge permit received on February 18, 2014, we are forwarding herewith the subject certificate of coverage (COC) to discharge under the subject state - NPDES general permit. This permit is issued pursuant to the requirements of North Carolina General Statute 143-215.1 and the Memorandum of Agreement between North Carolina and the US Environmental Protection Agency dated October 15, 2007 (or as subsequently amended). Please note that groundwater standards in 15A NCAC 02L and 02T regulations must also be met for closed -loop recycle systems or any discharges to groundwater. Please note that this COC does not cover discharges from the irrigation of raw material stockpiles, a wastewater, from this site. This condition is a result of the information presented in your application. Please note that permit requirements in Part II, Section A, numbers 1-S, and Part 11, Section B, number 1 are no longer valid per NC Session Law 2011-394. However, note that Part II, Section A, number 6, and Part II, Section B, numbers 2-10 are unaffected by this Session Law. Those sections will remain in effect for the duration of this permit term. Please be reminded that your facility must notify the appropriate DWQ Regional Office at least 72 hours in advance of operation of your wastewater treatment facility. This certificate of coverage is not transferable except upon approval of the Division of Energy, Mineral, and Land Resources (DEMLR). If the facility changes ownership or is closed,DEMLR may require modification or revocation and reissuance of the certificate of coverage. This permit does not affect the legal requirements to obtain other permits which may be required by DEMLR, or permits required by other federal state or local authorities. FM ECEIVED ` on of Water Resourc MAR 2 s 2014 AR 2 5 2014 r�zi�t ^trality S@Ctlon ri`�41�;'JlilB 1AJPRW Quality Reoional Operations 1612 Mail Service Center, Raleigh, North Carolina 27899-1612 • Telephone 919-707-92201 FAX: 9 _7332876 -- 512 North Salisbury Street, Raleigh, North Carolina 27604 - Internet: http:/lportal.ncdenr,orglwebllrlland-quality An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper If you have any questions concerning this permit, please contact Larry Wade PE at telephone number (919) 807-6375, or email at larry.wade@ncdenr.gov. Sincerely, for Tracy E. Davis, P.E., CPM cc: Asheville Regional Office Central Files Stormwater Permitting'Unit Files Jon Risgaard, DWQ, APS, Land Application Unit jwHiir';! yjfl!re' - - Cit,, 1612 Mail Service Center, Raleigh, North Carolina 27699-1612 • Telephone 919.707-9220 I FAX: 919-733-2876 512 North Salisbury Street, Raleigh, North Carolina 27604 - Internet: http:llportal.ncdeni.orp/weblir/land-quality An Equal Opportunity 1 Affirmative Action Employer — 50% Recycled l 10% Post Consumer Paper STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES GENERAL PERMIT NO. NCG140000 CERTIFICATE OF COVERAGE No. NCG140434 STORMWATER DISCHARGES NATIONAL. POLLUTANT DISCHARGE ELIMINATION SYSTEM In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the Federal Water Pollution Control Act, as amended, Southern Concrete Materials is hereby authorized to discharge stormwater from a facility located at Southern Concrete Materials _ Murphy Plant 395 Wingate Rd. Murphy Cherokee County to receiving waters designated as UT to Notelly River, a class C water in the Hiwassee River Basin, in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II, 111, IV, V, and VI of General Permit No. NCG140000 as attached. This certificate of coverage shall become effective March 19, 2014. This Certificate of Coverage shall remain in effect for the duration of the General Permit. Signed this day March 19, 2014. for Tracy E. Davis, P.E., Director Division of Energy, Mineral, and Land Resources By the Authority of the Environmental Management Commission N CG 140434 Map Scale 1: 24, 000 Southern Concrete Materials Murphy Plant Latitude: 351 01' 45" N Longitude: -840 08' 05" W County: Cherokee Receiving Stream: UT to Notelly River Stream Class: C Sub -basin: 04-05-02 (Hiwassee River Basin) Facility Location AIT4 Division of Water Quality / Surface Water Protection NCDENR National Pollutant Discharge Elimination System Nonni Cim Ocavn Wtx ar EnYRoh-em mz) MURAL raxx " NCG140000 NOTICE OF INTENT FOR AGENCY USE ONLY Daze Received Year Month Da l Oa f CerdficatcofCovesa e a I u L3 FW Check i{ I Amount I :1dl tvo Pandt Asslgncd to CAdk National Pollutant Discharge Elimination System application for coverage under General Permit NCG140000: STORMWATER AND PROCESS WASTEWATER DISCHARGES associated with activities classified as: SIC (Standard Industrial Classification) Code: 3273 and like activities - Ready Mixed Concrete This NOI may be an application to discharge process wastewater. NCG140000 contains effluent limitations for process wastewater discharges. Wastewater discharges must most the requirements of these effluent limitations. An exceedence of any of these limitations will result in a violation of the permit conditions. Far questions, please contact the D WQ Centre! Office ar Regional Office in your area. (See page 6) (Please print or type) I) Mailing address of owner/operator tofficlal address to which all permit correspondence will be mailed): (Please print or type all entries in this application form.) Legal Owner Name Southern Concrete Materials (Please attach the most recent Annual Report to the NC Secretary of State showing the current legal name. Alternatively this permit can be given to an Indlvldualj Signee's Name (as signed for in question 29 below) Jeff Lamm Street Address PO Box 5396 City Asheville State NC ZIP Code 28813 Telephone No. 828-253-6421 Email llemmC@scmusa.com Alternate Contact Name John Bryson _ Email (if different) lbrysontascmusa.com Alternate Contact Telephone (if different)828-456-9048 2) Location of facility producing discharge: Facility Name Facility Contact Street Address City County Telephone No, Southern Concrete Materials — Murohv Plant John Bryson 395 Wingate Road Murphy State NC ZIP Code 28906 Cherokee 3) Physical location Information: Fax: Please provide narrative directions to the facility (use street names, state road numbers, and distance and direction from a roadway intersection); Head west on U.S. Hwy 64 from Murphy. NC to the intersection of Wingate Rd. & U.S. Hwy. 64 proceed northwest on Wingate Road 0.36 miles to plant entrance on left side. (A copy of a county map or USGS quad sheet with facility clearly located on the map Is a required part of this application.) 4) Latitude 35-01-45 N Longitude 83 -0� (dogs min, sec) 5) This NPDES Permit Application applies to the following (check all that apply): X New or Proposed Facility Date operation is to begin ❑ Existing Facility SWU-229-11032011 Permit # Page 1 of 7 �R s t `�11 - rr, NCG140000 N.O.I. 6) Consultant's application information: Consultant: Paul Sexton__ Consulting Firm: Brooks Engineering_ Associates, P.A. Mailing Address: 17 Arlington Street City: Asheville State: North Carolina Zip Code: 28801 Phone: (028) 232-4700 Fax: (828) 232-1331 Email: p_sexton( brooksea.com (Optional) Staple Business Card Here: 7) Provide the 4 digit Standard Industrial Classification Code (SIC Code) that describes the primary Industrial activity at this facility: SIC Code: 3273 8) Provide a brief description of the types of industrial activities and products produced at this facility: (Attach a site diagram showing the process areas present at this facility.) Storage of raw materials such as aggregate and cement and the production of ready mixed concrete Stormwater Discharge, Wastewater Treatment & Discharge and Permitfina Information 9) Discharge points I Receiving waters: Number of discharge points (ditches, pipes, channels, etc.) that convey stormwater and/or wastewater from the property: Storm water -only: _0_ Wastewater -only: _4 Wastewater Commingled with Storm water _0 For new facilities: Expected date of commencement of discharge: What Is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the facility stormwater and/or wastewater discharges end up In? Unnamed tributa!y to the Notelly River Receiving water classification(s), if known: C If the site stormwater discharges to a separate storm sewer system, name the operator of the separate storm sewer system (e.g. City of Raleigh municipal storm sewer). NIA Will this facility discharge wastewater to SA (Shellfishing) waters? ❑ Yes X No Note: Discharge of process wastewater to receiving waters classified as WS-11 to WS-V or SA must be approved by the N.C. Division of Water Resources, Public Water Supply Section. If DWR does not approve, coverage under NCG140000 cannot be granted. No new discharges of process wastewater are permitted in receiving waters classified as WS-1 or freshwater ORW, 10) Each applicant shall provide the following information (attach additional sheets as necessary): • Two (2) site plans depicting the facility or site with numbered outfalls which Indicate stormwater and wastewater outfalls. The plans shall legibly show. at a minimum, (existing or proposed): o Outline of drainage areas with topographical lines and features o Stormwater/wastewater treatment structures o Location of numbered stormwater/wastewater outfalls (corresponding to which drainage areas) o Runoff conveyance structures o Areas and acreage where materials are stored o impervious area acreages a Location(s) of streams and/or wetlands the site is draining to, and any applicable buffers Page 2 of 7 SWU-229.07122011 NCG140000 N.O.I. o Site property lines, North Arrow, and bar scale o If applicable, the 100-year iloodplain line o Acreage of each stormwater and wastewater topographical area o Each of the facilities' wastewater or stormwater source and discharge structures and each of its hazardous waste treatment, storage, or disposal facilities o Site location (insert) Site plans shall be 24" x 36" In size. • Line drawing and description: Aline drawing of the water flow through the facility. A pictorial description of the nature and amount of any sources of water and any collection and treatment measures. • A narrative description and identification of each type of process, operation, or production area which contributes wastewater to the effluent for each outfall, and a description of the treatment the wastewater receives (or will receive), Including the ultimate disposal of any solid or fluid wastes other than by discharge. Processes, operations, or production areas may be described in general terms (e.g. "ash silo"). 11) Does the applicant have any unresolved Notice of Violations (NOVs)? X No ❑ Yes astewater: 12) What types of wastewater does your.faciiity generate or discharge? Type of Author€zed Wastewater .` Generate ', :'Discharge Sent to WW Treatment System Vehicle and equipment cleaning VE X X ❑ 1'Welting of raw material stock Iles RM ❑ ❑ ❑ Mixing drum cleaning MD X X ❑ Further explanation, if necessary: 13) Will your facility spray -down or actively wet aggregate piles? X No ❑ Yes 14) Does the facility use any of the following on site? ❑ Phosphorus -containing Detergents ❑ Non -Phosphorus -containing Detergents ❑ Brighteners ❑ Other Cleaning Agents ❑ Other: 16) Are wastewater treatment facilities planned in the 100-year flood plain? X No ❑ Yes 16) Does your facility use or plan to use a recycle system, or recycle components In your treatment system? X Yes ❑ No If yes, what size storm event is the system designed to hold before overflowing? (for example, 10-yr, 24-hr) 26 year, 24-hr rainfall event j Page 3 of 7 Swu-229•071220ii NCG140000 N.O.I. V17) Will your facility build a closed -loop recycle system that meets design requirements In 15A NCAC 021 J000 and hold your facilities' working volume'? X Yes ❑ No Will your facility discharge wastewater to surface waters? ❑ Yes X No if the facility's treatment system meets the design requirements of 15A NCACO2T .1000 (Including holding the 25-year, 24-hour storm plus one foot of freeboard), holds the working volume of your site, and does not discharge Wastewater to surface waters, you may not be required to obtain an NPDES permit for wastewater discharges. if you believe this Is the case, please contact DWQ's Aquifer Protection Section Land Application Unit Central Once Supervisor or staff (1636 Mail Service Center, Raleigh, NC 27699-1636) for more information on obtaining the necessary permits or approvals. if you will discharge wastewater or stormwater to surface waters, please continue to apply for a permit to discharge associated with ready -mixed concrete,or like operations under NCG140000. For further questions, please contact DWQ's Stormwater Permitting Unit Staff. 18) A wastewater treatment alternatives review is required by 15A NCAC 2H.0105 (c)(2) for any new or expanding water pollution control facility's discharge in North Carolina. You may attach additional sheets. a) What wastewaters were considered for this alternatives review? ❑ VE ❑ RM ❑ MD b) Connection to a Municipal or Regional Sewer Collection System: Are there existing sewer lines within a one -mile radius? ..................................... ❑ Yes Cl No (1) If Yes, will the wastewater treatment plant (WWTP) accept the wastewater? .... ❑ Yes ❑ No (a) If No, please attach a letter documenting that the WWTP will not accept the wastewater. (b) If Yes, is it feasible to connect to the WWTP? Why or why not?` c) Closed -loop Recycle System (must meet design requirements of 15A NCAC 2T .1000): Are you already proposing a closed -loop recycle system (CLRS)? x Yes ❑ No (1) If Yes, contact DWQ's Aquifer Protection Section's Land Application Unit (2) If No, Is this option technologically feasible (possible)? Why or why not?* (3) If No, is it feasible to build a CLRS on your site? Why or why not?* (4) What is the feasibility of building a CLRS compared to direct surface water discharger d) Surface or Subsurface Disposal System (e.g., spray Irrigation): i) Is a surface or subsurface disposal technologically feasible (possible)? ....................❑ Yes ❑ No r See DWQ's Aquifer Protection Section Land Application Unit's Water Balance Calculation Policy for more information, on DWQ LAU's website htto'lloortal.ncdenrorplweblwclansllau for more information. Page 4 of 7 SWU-229-07122011 NCG140000 N.Q.I. Why or Why not? H) is a surface or subsurface disposal system feasible to implement?* ...........................❑ Yes ❑ No Why or Why not? iii) What is the feasibility of employing a subsurface or surface discharge as compared to a direct discharge to surface waters?* e) Direct Discharge to Surface Waters: Is discharge to surface waters the most environmentally sound alternative of all reasonably cost-effective options of the wastewaters being considered?*... ❑ Yes ❑ No 0 If No, contact DWQ's Land Application Unit to determine permitting requirements. f) If this review included all wastewater discharge types, would excluding some types (e,g. raw stockpile wetting) make any of the above non -discharge options feasible?..............0 Yes ❑ No ` You maybe asked to provide furtherinfo►mation to support your answers to these questions after the Initial review. Feasibility should take Into account Initial and recurring costs. Stormwater: 19) Does this facility employ any best management practices for Stormwater control? ❑ No X Yes If yes, please briefly describe: ExIsling r tention Pond 20) Does this facility have a Stormwater Pollution Prevention Plan? X No ❑ Yes If yes, when was 1t Implemented? ' 21) Are vehicle maintenance activities (VIVA) occurring or planned at this facility? 0 No ❑Yes If yes, does your VMA area discharge into your wastewater treatment device? ❑ No ❑ Yes Other/Permlttin : 22) Does this facility have a Division of land Resources Erosion & Sedimentation Control (E&SC) Permit? X No ❑ Yes If yes, list the permit numbers for all current E&SC permits for this facility: 23) is your facility subject to Phase II Post -Construction Area? ❑ Yes X No If yes, who is the permitting authority? 24) is your facility located in one of the 20 Coastal Counties? ❑ Yes X No Is your facility adding more than 10,000 fe of built -upon area or CAMA Major Permit? ❑ Yes ❑ No Page 8 of 7 5WU-229-07122011 NCG140000 N.O.I. 26) Is your facility discharging wastewater (treated or untreated) such as water from wetting of aggregate plies, drum rinse -out, or vehicle and equipment cleaning to a stormwater 6MP? ❑ No ❑ Yes If yes, please attach your approval from the permitting authority to do so. 26) Does this facility have any other NPDES permits? X No ❑ Yes If yes, list the permit numbers for all current NPDES permits for this facility: 27) Does this facility have any Non -Discharge permits (ex: recycle permits)? X No ❑ Yes If yes, list the permit numbers for all current Non -Discharge permits for this facility: 28) Hazardous Waste: a) Is this facility a Hazardous Waste Treatment, Storage, or Disposal Facility? X No ❑ Yes b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of hazardous waste? X No ❑ Yes c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of hazardous waste? X No ❑ Yes d) Type(s) of waste: How Is material stored: Where is material stored: How many disposal shipments per year: Name of transport 1 disposal vendor: Vendor address: Final Checklist T Is application will be returned as Incomplete unless all of the following Items have been Included: Check for $100 made payable to NCDENR, Wes'— This completed application and all supporting documentation. See Question 10. K3 ❑ If an Erosion & Sedimentation Control (E&SC) Plan is required from Division of Land Resources (DLR) or local designee: documentation verifying applicant has developed and submitted that Plan to the governing agency (required per 15A NCAC 02H .0138). E/ Two (2) site plans depicting the site plan with numbered oulfalls which indicate stormwater and wastewater outfalls. See Question 10, !1� A county map or USGS quad sheet with location of facility clearly marked. 29) Signatory Requirements (per 40 CFR 122.22) All applicatlonsr reports, or Information submitted to the Director shall be signed and certified. a. All notices of Intent to be covered under this General Permit shall be signed as follows: (I) For a corporation: by a responsible corporate officer. For the purpose of this permit, a responsible corporate officer means: (a) a president, secretary, treasurer or vice president of the corporation in charge of a principal business function, or any other person who performs similar policy or decision making functions for the corporation, or (b) the manager of one or more manufacturing production or operating facilities employing more than 250 persons or having gross annual sales or expenditures exceeding 25 mllllon (in second quarter 1980 dollars), If authority to sign documents has been assigned or delegated to the manager In accordance with corporate procedures. (2) For a partnership or sole proprietorship: by a general partner or the proprietor, respectively; or (3) For a municipality, slate, federal, or other public agency: by either a principal executive officer or ranking elected official. Page 6 of 7 SWU-229-07122011 NCG140000 N.O.f. Certification: North Carolina General Statute 143.215.6 B(i) provides that: Any person who knowingly makes any false statement, representation, or certification In any application, record, report, plan, or other document filed or required to be maintained under thls Article or a rule Implementing this Article; or who knowingly makes a false statement of a materiaf fact in a rulemaking proceeding or contested case under this Article; or who falsifies, tampers with, or knowingly renders inaccurate any recording or monitoring device or method required to be operated or maintained under this Article or rules of the [Environmen(al Management] Commission Implementing this Article shall be guilty of a Class 2 misdemeanor which may Include a fine not to exceed ten thousand dollars ($10,000). I hereby request coverage under the referenced General Permit. I understand that coverage under this permit will constitute the permit requirements for the discharge(s) and is enforceable In the same manner as an individual permit. I certify that I am familiar with the information contained in this application and that to the best of my knowledge and belief such Information is true, complete, and accurate. Printed Name of Person igning: Title: V' C e �114 t, d l' n M %� (D a Sig ed) Notice of Intent must be accompanied by a check or money order for $100.00 made payable to: NCDENR Mail the entire package to: Stormwater Permitting Unit Division of Water Quality 1617 Mail Service Center Raleigh, North Carolina 27699-1617 Note The submission of this document does not guarantee the issuance of an NPDES permit. For questions, please contact the DWQ Reglona! Office for your area. DWQ Regional Office Contact Information: Asheville Office ...... (628) 296-4500 Fayetteville Office ... (910) 433-3300 Mooresville Office ... (704) 663-1699 Raleigh Office ........ (919) 791-4200 Washington Office ,..(252) 946-6481 Wilmington Office ... (910) 796-7216 Winston-Salem ...... (336) 771-5000 Central Office ......... (919) 807-6300 Page 7 of 7 SWU-229.07122011 NARRATIVE REPORT for NPDES General ]Permit NCG140000 for Southern Concrete Materials Murphy Plant BEA PROJECT #398114 Issue Date: February 6, 2014 Prepared_ for: SOUTHERN CONCRETE MATERIALS P.O. Box 5395 Asheville, North Carolina 28813 (828)253-6421 Prepared by: 1.7 Arlington Street Asheville, NC 28801 (828) 232-4700 PROJECT DESCRIPTION This project consists of the permitting of stormwater and wastewater discharge from a concrete ready mix plant located near Murphy, North Carolina. SITE DESCRIPTION The site is located on a previous concrete ready -mix plant located at 395 Wingate Road, near Murphy, North Carolina. Site topology consists of previously graded benched areas for a previous concrete ready -mix plant. The site slopes from the northwest to southeast. The lowest area is along the southeastern property line. The Notelly River, a Class C watercourse, is the receiving waterbody and lies to the south of the subject property. Stormwater discharge from the site to receiving waterbody is routed through ephemeral drain -ways. PURPOSE The purpose is to obtain a NPDES General Discharge Permit NCG 140000 to discharge stormwater and wastewater under the National Pollutant Discharge Elimination System (NPDES) and to obtain an Authorization to Construct (ATC) to implement the necessary infrastructure to comply with NPDES requirements. PROCEDURES To discharge stormwater/process wastewater under the NPDES a Notice of Intent (NOI) application is to be submitted to the North Carolina Department of Environment and Natural Resources (NCDENR). Engineering plans and other pertinent data are to be submitted as designated in the NOI application. FINDINGS To comply with NPDES requirements, Brooks Engineering Associates, PA (BEA) has provided engineering plans dated February 5, 2014 that depicts the necessary infrastructure required. Effluent limits for the current site configuration can be achieved through a recycle system and a water mass balance. The truck washdown area will be graded to allow all site process wastewater to be collected in a single small basin area; all other surface water will bypass the wastewater basin and be treated as stormwater. The stockpile areas are located within an isolated area and consist of material that has already been washed and will not be wetted down. Runoff from stockpile areas is diverted to an existing retention pond to provide additional settlement of any suspended solids. The truck washdown area will collect all material from the truck and drum washdown into a ramped wastewater collection basin that will allow all heavy material and settable solids to settle out. Wastewater will be skimmed from the top and flow into a 7,500 gallon storage tank. Wastewater from the 7,500 gallon tank will be pumped by manual control panel operation to the existing concrete production system. A high water alarm will be installed to warn when the tank reaches 85% capacity. The 7,500 gallon storage tank has been sized from calculations for the 25 year, 24 hour storm event and maximum daily water use classified as wastewater. Calculations have been provided as Attachment "A". From the calculations provided there is a water balance surplus of 1412 gallons. The storage tank has been sized to accommodate surplus water until it can be recycled into plant operations. The existing retention pond on site will be slightly excavated to create additional storage for process wastewater if necessary. All total suspended solids and pH are contained on site. A Stormwater Pollution Prevention Plan (SPPP) will be written as required by the NPDES permit in concurrence with the proposed plan. ATTACHMENTS' The following attachments have been included as part of the requirements set forth in the NOI. Attachment "A" - Wastewater System Calculations Attachment `B" - NOAA Rainfall Data Attachment "C" - USGS Quadrangle Site Location Map Project Name: SCM - Murphy Plant Project #: 398114 Date: 2/4/2014 Sheet: 1 of 2 Daily Water Use Calculations T Daily Maximum Number of Trucks: 6 trucks Wash down Water Usage: 20 gallons/truck 6 trucks x 20 gallons/truck = 120 gallons Rainfall Volume Calculations Note: The precipitation estimate (in.) for a 25 year, 24 hour storm for 35.0285 N, 84.1324 W (subject site) is 6.16 in, (0.513 ft) per the "Precipitation - Frequency Atlas of the United States" NOAA Atlas 14, Volume 2, Version 3. i Wastewater Basin Area: 1267 ftZ (see site plan for further detail) Wastewater Basin Volume M = 1267 ft2• x 0.513 ft 650 ft' or 4862 gal Total V = Wash down Volume + Rainfall Volume = 120 gallons + 4862 gallons Total Volume to Recycle System = 4982 gallons Total volume to System: 4962 gallons Total Storage Provided: 7500 gallons % Storage Used: 66% % % Storage Freeboard: 34% % Concrete Production Water Usage Calculation Average Daily Production of Concrete (yds.) 105 yds. Water Required per yd. of concrete (gallons) 34 gallons Average Daily Production Water Use: 3570 gallons Water Balance Calculation (For a 25 year, 24 hour storm event and Average Daily Production) Total Water = Total Volume to Recycle System - Average Daily Production Water Use 4982 gallons - 3570 gallons - 1412 gallons Recycle Time: 0,4 days Note: Retention pond will have the capacity to store all volume going to 7500 gallon tank if necessary. See pond calculations on sheet 2. Project Name: SCM - Murphy Plant Project #: 398114 Date: 2/412014 Sheet: 2 of 2 R0,0K 61Pl INI fS r Existina Pond Volume Bottom Area 1342 Elev 1706 Top Area 3501 Elev 1708 Pond Volume (ft') 4843 Excavated Pond Volume Bottom Area 2047 Elev 1705 Top Area 3501 Elev 1708 Pond Volume V) 8322 Rainfall Volume Calculations Note: The precipitation estimate (in.) for a 25 year, 24 hour storm for 35.0285 N, 84.1324 W (subject site) is 6,16 in. (0.513 ft) per the "Precipitation - Frequency Atlas of the United States" NOAA Atlas 14, Volume 2, Version 3, Wastewater Basin Area (Al): 1267 ft' (see site plan for further detail) Wastewater Basin Volume (V) = 1267 ft2 x • 0.513 ft 650 ft' Wastewater Basin Area (A2): 6091 ftZ (see site plan for further detail) Wastewater Basin Volume (V) = 6091 ftz x 0.513 ft 3125 ft' Direct Pond Rainfall Pond Area: 3501 ft' (see site plan for further detail) Pond Basin Volume (V) = 3501 W x C.513 ft 1796 ft Total Pond Volume 5571 ft3 f Precipitation FrequencyDataServer bttp://hdsc.nws.noaa.gov/hdsc/pfds/p fds_printpage.htrn1?lat--3 5.0285... NOAA Atlas 14, Volume 2, Version 3 Location name: Murphy, North Carolina, US' Coordinates: 35.0285, -84.1324 Elevation: 1692 W 'source: Google Nlaps POINT PRECIPITATION FREQUENCY ESTIMATES G.0 Sonnin, D. WMA B. Lin, T. Parzybok, MYelda, and D. Rikey NOAA National Weather Service, Silver Spring, Maryland PF tabular I PF nraphicai I Maps & aerial PF tabular PIDS-based point precipitation frequency estimates with 90% confidence intervals (in inches) Average recurrence interval (years) . ...... .......... . ... .. . ..... ......... ..... . . ... .. ..... .. ..... - -- -------- Duration' 2. 200 500 F 1000 �F0.363 min I F 6.423 :F 0.496 0.572 F 0.658 F 0.733 F 0.803 F 0.874 FO.963 F 1.04 JT,�!�-G,632)1(9.593-0.727) �[0.655-0.811)1(0,713-0,891 .1(0,769-0,973 j(0.835-1.08)j(0.894-1,18) .F5-���C).331-0.�01)�l(O.385-0.4681(0.450-0,548) _F7 o-677 1.2a 1.39 1.52 1.65 F -6-795 F -6-915 7 -7-7- F 10-min170-580 1, 8-0.641)' -0.748)'I(a.721-0,877)1(0.827-1.01) F1 o j(0,52 .1(0.616 F_ (1 (1,13 1 1(0,944-1.16) �._"2� .142) � (1.22-1.54 (1,321.70) (1,41-1.85) _-IF-0.725 F-0-.85o F-T.4- 6-1F-I 775F_1_.9_2_F_2_.0_6_ 1.16 8 5-nnin �33 (1.05-1,28) 2: �7 ��2 1AHL -1.95) i(j.66-2.14) 1(1,77-2.33)_ [ (L �1.54 Fs��'i 0.994 1.18 _ _�_ 1.97 2.23 _F_ 2.4-7 2.72 3.0-5 3.3-4 1.43 1.68 - F F F�F 3 (0) -1.30). .3�-1_.58) -1.85) -2,17) 1_(1.99-146) ::1 -3.03) :1 (2.65-3,41) (2,86-3,77) [_S1.52 (1.77 j jZ39 _Q.07 F 1. 2-4 I'l 1.47 _Q 1 1.83 2:;1_8�!L F-2-.621 3.02 F 3.4-0 F-3 781---F 4.3-8 4.88 60-min 'j (1.34-1.63) F .g 2.36-2.90) 2.69-3.34) (3.02-3.78) 5-4.25) �j (3.80-4.90) (4.18-5.50) _L__ jj_ (3.36 1.49 �F 1;76 2.197 2.61 3.16 1 3.66 4.18 F 4.74 !F 5.52 6.25 2-hr 1 r -64) 94) 1 9 (3.30 -2 40) -2.87) �.(2,86_3,46) -4.02) j -4.60) 1(4,19-5.24) -6.17) 1(5.35-7.05) S3.73 F-1-.61F -1.90 -oF- - _ 324 2 3 1 4.54 6.0-9 6.94 7 346 F F 5. 1-8 3-hr (1.48-1.78) 1 (1.75-2.09) .8 -96 �2 (2.56-3.07) 1 (3.09-3.72) 1 (3.56:4.35) -5.00) -5.73), -6.79) (5.92-7.83) (4.57 (�.28 2-61 F 2.35 _(4.0 -F-3 4 4 5 F 6.1-8 F F 2.83 F F .72 F .42 728 F 8-36 j -2.57) �liF � (2.18 .36 -66 j (2.62 -3.09) 1 (3.10-3.66) 1 (3,72-4.42) 1 (4,29-5.14) 1 (4.86-5.92) 1 (5.48-6,79) 1(6.33-8,05) 1(7.09-9.29) _��2.20) _'F_2.5_7F_3.0_0F 3.6-0 F 4 22-F 5 0-0 7 5.7 -2. 69 4 3 7.2-0:F-e.2-4 F_ 7917- F 1 12-hr � (2.36-2.80) 1 (2.75-3.27) 1 (3.30-3.92) 1 (3.86-4.58) 1, 4��-5.44) (5,18-6.22) 5,7 -7 .02 j 6.43-7AE} I (7,29-9108) 1(8,03-10.2) 3 03 F3 63 [4 48 7 6 16 16.1 11 51 698 784 7 87-6 �'I(2.81-328) 'JIL3.37-3.93) :1 .2 �61) (4.15-4.85) [�4 7777 _ 1 (5.63-6.72) 1 (6.30-7.6 j_QM-a,59) I {7,71-9.84LJ 1 (9 43-13.0) 3.65 4.36 F 6.09 F 8.01 F 8.89 F 9.80 11.1 1 12.1 2 -day ,F (3,4G -3,93) (4.06-4.70) F7175 (5,64-6.57) 1- L2L.1 (8,04-9.76) (8.7 '1 (9, 5� -7-10.9) -73-12.5) 1 (10.5-13.8) .SL .�5L F 10.2 F -11-5 F -12.4 6.51 7.sa s-4s 9-325.L�_.11.2.911"I'Ll21�62-L�U ���'72 (8.49-10.2)[ L9.2LII.L) S 2.�� 1 4.27 1 5.08 _ __ -F-8 8-8F-9 7-6F-1-061 11.8 12.8 F- 4 da 1-4.55) (4.77-5.42) ! [;Zj_6_9_2_F_8.02 1..�6.48-7.40)_j (7.46.8.qt} - �) j,j9.64-11.7) 4).. 5.15 ------- 6 1[ .1�10.6.�3.2).JL11.3-1,!L _j.jL _ - - _ .--- _ ---- F3 2F 8.27 F 9.55 F 10.6 F_ F-1 4. _0 F-1 5. -1 7 14,13 1 2 �12 L7-day (4.83-5.51) j[5.7 _6. 54) 1[ . 6�8 -7.84LI (7.71-8. 5) 1 (8,85-10,3) -11.4) (10Z-12.6) _�6 -15.6) 1(13.3-17.0) 1 (9,73 ]��1_4 38) 1(12.5 F_5.9_41F_7.0_2F_8 F 9.3-10.8 6 [ - F 11.9 13.0 F _14.1 1 -5.7 16.8 1.(5 57-6,33) �j (6.59-7.50) -8.89 (8.75-10.0) (10.0-11.6) 1 -15.5) -.-( , - (j1.9-14A)_[ (12.8 14�1-17,4) (15.0-18.9) 8. 9- 11.1 2.3 F _13.8 F _15.0 _17.1 - F 20-day 1 33158. 59) 0959 10 1.-9.-.1) [;J-1-6.1 718519.5 1 �13.0:14:6)j �14.1-15.9) sA) 0} [(17.8-21.3) .�7 '3 9' 3 14 16.2 _F 17.4 18.6 19.7 F _211 F _22.1 -6- 9 F30-da 9.�4�-10- 11.'1' 12.2) 12.6313.0 (13.8-15.3) (15.3-17.1) 16.4-18.4) '1_(17. - 1B 4 21D 1� �19.6-22.6 1(20.4-23.8) _�19 Or( 1 12.7 F 14-8 _3 - 19.8 21.0 _22.1 F _23.1 F _24.3 F 25-2 1.(12.1-13.3) 1 (14.2-15.5) 9 20.7) 1 1 -.1 .0) (18.8- 0.7) (19.9-22.1) {20.9.23.3) � (21,8-24,5) (22.8-25.9) 1(23,5-26.9) 17�5) F 1 -5.3 F 1 -7.8 __�17,3 __. _12 r 19.9 _21571 23.4 24-7 F -25,9[E7 F -28.4 F _29.3 [60-day _�j (14.6-16.0) 71�- 8.6) :1 �Jjj_ 2"., 2 2,2 (27. (19.0-20.8) 2.�.�-� 23.5-25.9) �[ (24.6-27.3) 5-31.3). [� _ _ J_L _ �A �_L_ Precipitation frequency (PF) estimates in this table are based or; frequency analysis of partial duration series (PIDS). Numbers in parenthesis are PF estimates at lower and upper bounds of the 90% confidence interval. The probability that precipitation frequency estimates (for a given duration and average recurrence interval) WA be greater than the upper bound (or less than the lower bound) is 5%. Estimates at upper bounds are not checked against probable maximum precipitation (PIVIP) estimates and may be higher than currently valid PMP values. Please refer to NOAA Ages 14 document for more information. Back to To PF graphical [' -•a Y4L.- _�.F� 2'30' ' tJ�'~ _I i E 4 �'t• A j _ F .� � � r A. 5 ..GA y�'�O'1 a R y' JY •� 1 • jj 7 ,S s �,� ^i flY (5 r 1 � '`, � 1 � F'•" �r �'F+� �sif � rP^ 9 Fri s`.e M. - "[r` •�` •L! rh �A t L^.rl I _ L _Y' ; �/,J �-�� � ,�;y yk.. �.. 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THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS OUADRANOLE LOCATION N3500-W8407.5/7.5 FOR SALE BY U.S. GEOLOGICAL SURVEY, RESTON, VIRGINIA 22092 1951 AND BY U.S. TENNE5SEE VALLEY AUTHORITY, CHATTANOOGA, TENN. 37401 OR KNOXVILLE, T£NN. 37902 PHOTOREVISED 1978 A FOLDER DESDRISING TOPOGRAPHIC MAPS AND SVMBOLS IS AVMLANLE ON REQUEST AY9 AISA II 6w•BERIE8 v442 Date: 2/5/2014 scale: As Shown Pro j. #: 398114 Designed: ENGINEERING ASSOCIATES Drawn: PIES 17 Arlington Street Asheville, N.C. 28801 Checked: Phone: 1-828-232-4700 Fax: 1-828-232-1331 Reviewed: www.brooksea.com SITE LOCATION MAP Persimmon Creek Quadrangle Murphy NC Drawing Title: SITE LOCATION MAP Wade, Larry From: Wade, Larry Sent: Friday, March 07, 2014 1:05 PM To: Herbert, Laura C Subject: NCG140434 Attachments: NCG140434 NOl.pdf Bello Laura, Please find attached the NOI forthe subject facility. I am sending you plans and related documents through the courier for your review. Let me know if you have any concerns with issuing a permit for this facility. if I do not receive a response within 30 days from the date of this email, I will proceed with issuing a permit contingent upon a favorable review in the,central office. If you have any questions or require additional information, please call. Thanks, Larry W. Wade PE Telephone: (919) 807-6375 Fax: (919) 807-6494 Stormwater Permitting Program North Carolina Department of Environment & Natural Resources Division of Energy Mineral and Land Resources 1612 Mail Service Physical Address - 512 N. Salisbury St. Room 942S Raleigh, NC 27699-1612 Raleigh, NC 27604 ************************This is a government E-mail address**************************** *********E-mails sent and received from this address can be disclosed to third parties************ f SHEET INDEX CS-0 COVER SHEET CE-1 EXISTING SITE CONDITIONS CE-2 SITE PLAN SOUTHERN CONCRETE MATERIALS MURPHY, NORTH CAROLINA - _ Raw N �-1726+a SHAHOLL WAYS IPF 1, 2" RB= D.8.589 PG. 161 20.19 BACK ` -CS REF. PLAT 1 ON --LINE --- -- b \ `772 -- WALKER ROAD APPARENT 60' R/W NCSR 1302 1720 IPF '.• fS 1/2- R �'�; ,' . ;+h+ +'r �:3iyRF ;P .. _-PP�,,. r' J '� • • *-• '� C' PP ` SP+s IPF P/L ,"Si��/ :: .Y' _ - ��py� ,+ END y' Jos"r+ 1 " RB` -1716'� `�.' _ �r ��� .. i yc• �ry is ' 4 HOUSE LARRY Allz, `Js, ``,',R, ''J �! ' &CLF ' ss( leis MICHAEL 4 - oF46 MIXIkG G. s' TRACT 2 0,05 ACRES (�2327 SQ.FT.) OUTHERN CONCRETE MATERIALS, tNC, D.B. 1026 PG 472 0,13. 1156 PC. 854 --.\ ,> j \ ��" i C( NCREIE'. wa 477 N s ` .p IPF I z B .' ., ; �"`•:' vo CONCRETE MARK@R, FOUND "RAIA'ASgE `O F` , i ��i �iJ— ` tl gyp. , ` ' ` N.C. STATION 'I%c` r?s� \ // '�• 1,7fiQ `:`, ,` \ N - 506,•s98.84C06ARNED GRID FACTOR a99B799 ``� O ,� '• +� 9Q, `, �` -. ELEVATION 1765.09' NAD 27 TRACT 1 . 412 ACRES �! r i I SOUTHERN CONCRETE MATERIALS, INC. IS s + 1026 PG 472 i w. I Is IITOP + 168&7' NV •. 1681.2' EST. r. pF 12 �j TRACT 3 0.37 ACRES (16017 SOYT.) SOUTHERN CONCRETE, INC. DO 1282 UNE BEARING DISTANCE D S51'36'00-E 25.00' L2 S16'18'00 W 94.05' L3 N65•24'oo'w 25.00 L4 N1712'13'E 29.85' L5 N17.1213 E 70.01 L6 N16'40 32 E 29.69' L7 N16'40 32 E 35.81 L8 N16'40`16'E 67.37' L9 S51'00'31 E 34,90• PC. 453-454 qA/Q TRACT 1 = 4.12 ACRES TRACT 2 = 0.05 ACRES '�3;-� �'�• �' V �' TRACT 3 = 0.37 ACRES Ss 6Q TRACT 4 = 1.95 ACRES d lg� P �•` R�� TOTAL AREA = 6.49 ACRES NK 'F;y kF/ 1'4 YID -T46PPER A BLOCK WALL TRACT 4 RB s ' • I r :1 1.95 ACRES I' r' /SOUTHERN CONCRETE r C AIGREiE'' M1.' t r - � + r / MATERIALS INC. i 1 + + tr k . T • * '�' : i' % rrrr DO. 1077 PG.596-598 j i Y ss' s n r ii r 1 Ir I +•', :• :•:: :• :• ::•.':.'.'."�":' ROCK���"`` 9<< •-,� - - +�'- 'iy'�i i'::•:'.'.': ''''�----r +PILE `. `,,, __ - _' • ' .(':::,:::';.,,.;r..1 PP tti r- `' ..... 1Il-•`�� ,` ::�::.�. `3 rr rrrk ,..•.--.......'-•.....� ! ;1v PROPANE METAL BLDG. OVERHANG ,^•. ` �• "• `: k KHM LEAN NG YONG PG 170 D.B. 648 . :�o 1 LP TANK _ CONCRETE P /L 1 /2•' R 9 IPF 1/2„ `3>.9 RB OVERAL PROJECT SCALE: NTS VICINITY MAP PROJECT INFORMATION OWNER: SOUTHERN CONCRETE MATERIALS ENGINEER: BROOKS ENGINEERING ASSOCIATES, PA SCALE: NTS CONTACT INFO: CONTACT: JEFF LAMM P.O. Box 5395 ASHEVILLE, NC 28813 PHONE: (828) 253-6421 EMAIL: jlamm@scmusa.com CONTACT INFO: CONTACT: PAUL SEXTON 17 ARLINGTON STREET ASHEVILLE, NC 28801 PHONE: (828) 232-4700 FAX: (828) 232-1331 EMAIL: psexton@brooksea.com 5 .. ; W. ;.- �'ality Section BEFORE YOU DIG 1 CALL 1—800--632-4949 N.C. ONE —CALL CENTER IT'S THE LAW ! (n z (!') � I O � I LL1 Lu Elf j LLI w H J U o \\\\`��11111IIIrt7rrrr��� f �. • � � OM �S W= LwO J, �lr '/r''�rllrlll111111y1,`\\\ LLI 4-,1 CD r-, a !� Co [1- m O O a O 00 c� Z CV 4-Aco (V N C !7 N [p 1s Q o ��y c V N Vl G] O 00 , of v 00 � o .--1 N Q �- c c x -C CL rn (/) 3 U) V a1 LEI LLI N O 0 a u In LLI C? CD U L ul Cm aD 1 l i Q If W CD W♦ >w.,.. W Cm z w z Ld Cn v L N N i C O W W U) ry LLI o U 0 N ,f, wa,•L _ j • . NSF 72— j -_� — ° sHARON EVANS IPF 1 /2 RB-14 D.B 589 PC.Y161 20.19 BACK REF. PLAT 1 ON—LINE 30 ` 7)� � pip � D� = .. D - F rf \ - p WALKER ROAD APPARENT 60' R/W \ N CSR 1302 1 is TRACT 2 0.05 ACRES �2327 SQ. FT. OUTHERN CONCRE E MATERIALS, INC. '�- D.B. 1026 PG 472 IPFj�i\1\\\ 1 /2 R 3qq�_ \:,bpi( PP �\ — TRACT 3 . • _1: �( �,\\ \;,-�• '-40.37 ACRES �02� _ \ \ (16017 SQ.FT.) PPS SOUTHERN CONCRETE, INC. C, PP 1} -� SR IPF �� e. � \`\ PG. 453-454 P /L �'l'' ° 4 - 9 ��19 END rl 1} � 3 -__- �,' �. \`\}_�`. a : - WELL i 11v v HOUSE 7 / NSF Jr \ '✓ �� 1 1, s ``\ co \ 20� `� \ LARRY AND AN�IA � S� \`\`��•a - ' /' i �'• - T &CLF � � !f 11 �R� T � \ � \ �MICHAEL `•� \ \- r / Oil MIXING G. L S ,. � D.B. 1155 PG. 854 \ \r .° CNCRETE 4• IPF i/,2 )B , . O LP '� s, 5���'--�,�� 0>tir1� -� , •'• • _� _.7 ��''�; PP I / 'Y ' LINE BEARING I DISTANCE L1 S51 °36'00"E 25.00' L2 S16°18'00"W 94.05' 1_3 N65024'00"W 25.00' L4 N1712'13"E 29.85' L5 N17012'13"E 70.01' L6 N16°40'32E 29.69' L7 N16°40'32E 35.81 L8 N16'40'16E 67.37' L9 1S51 °00'1' "E 34.90' TRACT 1 = 4.12 ACRES TRACT 2 = 0.05 ACRES TRACT 3 = 0.37 ACRES TRACT 4 = 1.95 ACRES TOTAL AREA = 6.49 ACRES z 0 V) c J ME m z 0 W Lu z LL.I u \y,yyyiflS111111/j/j! �" N o (5: T CONCRETE MARKER /,�"�� \\\\\;LF NK rL�J `\\_QNp��� �O il\ -- �., �-.. w ,\ 5 FOUND " HIAWASSEE" C , it \ / , ....... - _ \ S❑C. N.C. STATION / tt �• \ \ \ . / � 0,p ��'1 JJ � .. ... .... .. (> � N - 506,598.84\'QS ?2 �' / /' r\�' 1} O \` \ \ 1 ,� / + CO -.- ..=�.�.' ' '�:,a.-F"�-w - �p 4% = Z E O 461,037.77RIDDO° \� ' 00 ,,-'�� �,o \�\\ �\ / 'COPPER �� ��g , rA , , ............. .�.6`: :-:-::: - \ �\ n. ~. !'Ii COMBINED GRID FQ �7 / i 1 O \ ` \ 1\ r � �� . Q r I _ )�'....... . . . ............. . "" w / +� FACTOR 0.999799 0 11 � \ tJ' \ \ r r ,� �� � I ! ff , ��...... . . . ..........'......... p/ Q ELEVND ATION 1765.09' ,O 1�1 ,'� `\ Nr i 1`\ ---\` rl i i 1 U , i d- ' i ,�• -,: �., BLOCK d 1' ' P� 1 2" ,' .F•:. 29 ;, `\\ WALL , // 1 ,/ o RB TRACT 4 1� IPF 1` L'�' I— r ` i lift/ + / 1.95 ACRES {` / CONCR-E-T-� .' �� \ I r SOUTHERN CONCRETE d / 11 -'1 r+� r i MATERIALS INC. r __ `., ! ' t \ ` ~' \ !p TRACT 1 \\�\ \\`\ rl ' ' 4 '' yI 10 �/ 11 i DB. 1077 PG.596-598 1~\ ;� 4.12 ACRES , . — � ' `� '....:... - _._. .. -76 SOUTHERN CONCRETE / r 1 r ► i �'//7f�' `96" - ,;� \`\ > 71 MATERIALS, INC. i �' li\1� \\ 11\ �� �� �, d - -;:_/ Jr ,,;;%' :':_::..:.:::.:.,' : 1026 PG 472 _ III �_ • :::-•'•'•`•"•�•'•'•'•'•',"'','-'•�•','•'.",'.'�• '•'•'•f��"� _ — ♦ \\\ \ \G Y 1 1 I I a n. �.' 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CALL 1—800-632--4949 N.C. ONE —CALL CENTER IT'S THE LAW I i o 2 E oou o v °O y L� fn O O Zrq' O cm co 2 c co � Q I O !C] Q u- J Q W cl� Q aW.. z LL Lu W Lj 0- Q � >- z Of a 0 z vi 0� cf) I..0 LIJ - z O r rW V z O z O F_ z_ x L LI \- `. WALKER ROAD 71 AAN/F 17/o PPARENT 601 R W SHARON EVAN5 R _� `-_ _ �O HOLLQWAY iPF1 %2 B \,ti\� \, N CSR 1302 D.B.589 PG. 161 20.19 BACK -- -- —_ _—_ REF. PLAT 1 ON—LINE ILI -07 712 TRACT 2 00� `\\ ri\_ /J��R�"�\\~ �-- -� ~- �4 /� Is'�v s V. 0.05 ACRES 2p �°. E ecTjpp� \ ��`; V Cti1A t 2327 SQ.FT �' - UTHERN CONCRdE `F{{. MATERIALS, INC. 1720 7", � - D.B. 1026 PG 472 IPF�-'4.. 1 /2" Rg. ,/ `\ 1 ;: �. •3q < PP \,� ---- TRACT 3 o, -� \\ -� ,,_._ .r._�.- �:� � �� 0.37 ACRES .� 4 o(16017 SQ. FT. O PP,� 5��� - SOUTHERN CONCRETE, INC. _ -' Co PP ` T IPF 4 \'\ DB.1282 1 SP/ }, y3 \ PG. 453-454 P/ -gyp ' `��_ .\ Q " ' • • ' 9Qi'�C' �_�, END 1` , u 1 RB 9 ---� 716 a 021 `\ ! // ,, .-\ ' - \�, ,\,' - 4 , ! 4 WELL /' /"v � \ -.., „�S6 a •�'\ � p \ ' a : "- HOUSE ff _ � � / ! ' \� �. LARRY AND ANNA \\�s> a /,! :.�` '° co > BCCLF �'/ r i j ���Sl '\ `�! "� -�3' MICHAEL � D.B. 1156 PG. 854 r :4 C I NCRETE . h� SSA° . '� ! - i \ \ /`'!� �\ I \`\� 1 '' s1 ��CJ • f i 3 \ 6 IPFi /2 � B # 8 PLP \� J LINE BEARING DISTANCE L1 S51 °36'00"E 25.00' L2 S16°18'00"W 94.05' L3 N65'24'00"W 25.00' i I L4 N 17'12' 13" E 29. 85' L5 N17°12'1 YE 70.01' L6 N 16'40' 32"E 29. 69' L7 N16°40'32"E 35.81 L8 N16°40'16"E 67.37' L9 S51'00'31 "E 34.90' ! ---- �LU \CONCRETE MARKER /�� 26.,�\ f/ ! , \ \ �/ �0�� \\ \\\ t\. '� 5 ! OLD NK �'� `\� 0'. �p� T�� �__ ...'.'.'.'.".'.`f.."'-V\\ FOUND "HIAWASSEE" Q ,' /' \ \ It .� \\ \ O �, `' �:- `............�. ``-\•� N.C. STATION ''1�` 26 \ /f _ �' 11 �j \ \ `� . , �' -h'J %% 1� —. -'� N = 506,598.84 '9 22 ., S& Op, �! ' /'� >\�' /�I\`♦� �\ 7 /' 't�OPPERi-•�'�•' E = 461:037.77 R �� -70D r � ��\ ,O \ \ fy p 1 .. COMBINED GRID FQ i lsl� FACTOR 0.999799'2Q' \ \ \ — — t �\ f� ! 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O PROVIDE 2' HIGH EARTH BERM TO DIRECT STOCKPILE RUNOFF TO EXISTING RETENTION POND 6� - 76 4 EXCAVATE EXISTING RETENTION POND TO BOTTOM ELEVATION 1705 P F 1 /2"P/L co # \ � J7(9 IPF 1 /2" \\ ` ,k �;N, C \19 -•'tip p � `\ \�l s�� / TRACT 1 = .4.12 ACRES TRACT 2 = 0.05 ACRES TRACT 3 = 0.37 ACRES TRACT 4 = 1.95 ACRES TOTAL AREA = 6.49 ACRES GRAPHIC SCALE 0 20 40 80 1" = 40' BEFORE YOU DIG ! CALL 1-800-632-4949 N.C. ONE -CALL CENTER IT'S THE LAW ! �I �o ©Ln N i i I 10 PSSEC, \ = Z ;,A Z Q U t7.L Oz U CD ai U a © N O a Q C.0 N V r CO Fj 00 m , M r � � o LamI � O � m c Q rl .LD, w w a I 0 o I ul 1 w a 0 ul erg N r� (r9 z w z 19 w Z rr� WJ J —i Q F- LLJ Q Lu p_ o z LLJ J pi F- }- L1J Q = z o 0 U ry =)O z 2 {I) 0� 0 W W z p } z U (D 7-- I co O IZ co W U a OR cm C3 CD = C.) ♦ N cz E w ©_ C � W Cld SHEET INDEX CS-0 COVER SHEET CE-1 EXISTING SITE CONDITIONS CE-2 SITE PLAN SOUTHERN CONCRETE MATERIALS ----171 E NIF TARRY AND ANNA MICHAEL D.B. 1156 PG. 854 SSA` meIwETE FIARKER FWNO 'k 411=E'Jr• N.c STA7101 tv - soa,a9e.a4 FACTOR 0.985799 ELEVATION 1755.09' NAO 27 MURPHY, NORTH CAROLINA -- WALKER ROAD APPARENT 60' R/W NCSR 1302 TRACT 2 0.05 ACRES TRACT 3 0.37 ACRES (16017 SQ.FT.) SOUTHERN CONCRETE, INC. D8.1282 PG. 453-454 OVERHANG KHIOK LIAN NG YONG D_B. 648 PG 170 LINE BEARIN I DISTANCE Cl S51-36.00"E 25.00' L2 S16'18'00"W 94.05 L3 N65'24'00"W 25.00 L4 N17`12'13'E 29.85' LS N17'1213 E 70.61' L6 N16'40 32 E 29.69 L7 N16'40 32 E 35.81 LB N16'40'15"E 67.37' L9 S51'00'31 E 34.90' OVERAL PROJECT SCALE: NTS VICINITY MAP SCALE: NTS PROJECT INFORMATION OWNER: CONTACT INFO: SOUTHERN CONCRETE MATERIALS ENGINEER: BROOKS ENGIINEERING ASSOCIATES, PA CONTACT: JEFF LAMM P.O. Box 5395 ASHEVILLE, NC 28813 PHONE: (828) 253-6421 EMAIL: jlamm@scmusa.com CONTACT INFO: CONTACT: PAUL SEXTON 17 ARLINGTON STREET ASHEVILLE, NC 28801 PHONE: (828) 232-4700 FAX: (828) 232-1331 EMAIL: psexton@brooksea.com a � F f a BEFORE YOU DIG 1 CALL 1--800-632-4949 N.C. ONE —CALL CENTER IT'S THE LAW ! P, ... ' Ot .. dY•.. CA - O� ........... O 1 o O I *i E ou 3 O _ '� Z (V v m Ln m rV [Ef LO a? i ° Q o ± c U N card it cn oCNc +b 00 1 00 Q Q r" >` X ,-1 [n O ro ci ¢ G C L Ll Cn 3 U)E� rn Li1 C, LLI v 0 0. �0 4 IU cn J Q F_ Q � F w Q w W CL Q U = � z 0ry0 z co ry w w D z 0 co O CD Z � U) 00 v U � r o L_ m CL M W J W 2 cl) Q WE w w U) w 0 U mo WALKER ROAD APPARENT0' R/1N sHARON EVANs N/F`� ~� - Q HOLLowAY IPF 1 /2" RB �_, w,_�,� � N CSR 1302 D.B.589 PG. 161 20.19' BACK REF. PLAT 1 ON—LINE --- ��� - w �`\ ~'- 7 726 __ `7 Al / \i 7 .4i • 'r ; •1 TRACT 2 y 44 7\ d1 ,� __-_` ` 1 �_L:IN z' 0.05 ACRES ,f a • . \ 2p �pF' cTiO - - ��-_-_�2327 SQ. ET. N _ �- SOUTHERN CONCRETE - , `�- MATERIALS, INC. ' '.� ' 4 \`\ ,, �. D.B. 1026 PG 472 IPF— R ,. 1 /2 .'.3` R B' 1 yq�_ :.RAC 3 P P '� TRACT 3 � . ' 0.37 ACRES 4, a••• ��� ., : .. �_--------- \ ;\ 0 4\ � _ � 56�0 �\(16017 S(�.FT. �.� SOUTHERN CONCRETE, INC. --PP .'- ' PP ', N Sai IPA =, 7 -\ DB.1282 l il 1 `\ PG. 453-454 P %�- - ,_ ,,- a = _ -� '1, _, END 1! 1 RB WELL /' �� a 4. -- ' HOUSE LARRY AND ANNA \ S� T $CCLF '\ MICHAEL _ ` •/ ,OZC' MIXtN'G• G. _ D.B. 1156 PG. 854 -,- `.\ \���-1 ti �. ,� C NCRETE . 4 ' ys -\ ' I '1\ 2„ �B \ � + . - , `, .. - • o� � .'� '� 11 So Q � ��qT IPF��k �m~� qs 1 1 0 x \/ LINE BEARING j DISTANCE L1 S51 °36'00"E 25.00' L2 S16'18'0011W 94.05' L3 N65`24'00"W 25.00' L4 N 17'12' 13" E 29. 85' L5 N17*12'1 YE 70.01' L6 N16640'32"E 29.69' L7 N16'40'32"E 35.81 L8 N16'40'16"E 67.37' L9 S51'00'31 "E 34.90' 0 co r CONCRETE MARKER � 26''\� /' /- /' \� �'��° \.'.'.'-','.'-'-'-'.'.'.`,`:'`�'� FOUND "HIAWASSEE" CQ 2 �''' \\� lit �' ��\�� \`ti / .�� C t -..- N.C. STATION 6'2 ♦ r / 1J !� Cb �.�.� N = 506.598.84 FQ 2 / '\�' s, �'� \` �� �� ' I v 4 �.�.'.'.'..'.'.��. *� n. ` ~ �p E = 461 037.77 S�� 00' `\i` '` OQ / Il'�1 ,� �� .� 1\ 1/ COPPER �L(0 •9�' '� /�,_, ►1/ COMBINED GRID FQJ \ \ °, / /' '� 1 \ a �'7 `\ �, 1 1 t1 q�( C',� J Il I//.-.\`1.:.:.:.::::..:.:.:.:I;,........................`. _ S20 FACTOR 0.999799 / \ ti 1 -- f I ©_ I1 1 ♦ 1/t......... ... `�- ELEVATION 1765.09' ! r / a 1 ,� .- . 23 ,, NAI] 27 �r '\ � .`,' �� �. O� \�, ; yl ,♦i',- �� '�/ BLOCK <<g 1' P� 1 /2' fE/ '.','.' 0,^1, '1 \\\ \ r: ! ; i WALL , ,/ , RB , , TRACT 4 =, _.� Y. . , 1 I ! I / 1. 95 ACRES T /2 � , / C r / � � \ \ \ ( � ! 1 i / .;...;...� RB �`l� COIN�,RE�€"� /` 1� 1 - _ + r E SOUTHERN CONCRETE •/ a -g • ,/ CO 1111 r /t j 1+I1 MATERIALS INC. ! \\� \` 1 ' 1 y0 11 i DB. 1077 PG.596-598 \ TRACT 1 `.. — Il I yc� ; \,` 4.12 ACRES �I' yl }' ~'%` - • � •` •�--_ ��-t i� i ;;; ,�.... �_._. ..-....� \, -7 ,'z,. ( \ SOUTHERN CONCRETE / !f ' 1 1� \ �l a' :�` e ! �' ,' r i /,��,�' .171 .. ... C'� `�� 696` �- �\\ 1 �0 MATERIALS, INC.�Z N N /> 2 - ,_ D.B. 1026 PG 472 \ �.O �,, ♦ \ '\ O — '`` 1-- -��,\ \ \ \ `Y ` =—J + I ..................... n. ;f -^1 7��\`,` ' ,............'.'....'.'....,:, '\ \ ROCK `\ .N N \ \ ;. \ X ,\ \y.1\� '` PILE `..`` _�/ , , _ ::..... , DONED).., . END \\ \ \ I + \ f'', \\ ♦/ ♦ '_ '♦ `�11 )111 \\ \�\ \ � f III �.'.'.'..'.-�.'.'.•.'.-.'.-.`.'.'.'.'." �.'.. . tip;;•'. \\ \\ 6 . ! vt \ / f \ \ / \ ♦\ \\ \\\ \ t 1 \\\\ ! y�, , I 1'.'.'.'.'. -... .`,... ...... PROPANE METAL ` ,,�. \\_\ ,�\ \\\ -.\ \\\\ \\ � .'.'.'.'..'..'.'.'.'.'.......:......eQ-,,.,•...d' =• ;`�' ................ . .......... . BLDG. OVERHANG DI \. \=\\.•. .' :.:........... ...... ...................TOP = 1688.7' ,.:............... ...:......... EST. NV 1G81.2' N/F ti KHIOK LIAN NG YONG 1 \ \ • \\ \ \ \ ter• 'fir,':.\y\\\ --~ ,1.7. .. \; \1� 9 O f LP TANK CONCRETE •: \ \ 1700 6dC 7 _ \ I \ J 19 P/L \\ � P F 1 /2 �30 1 C) `� • , R B 1684, ! �1/Sz 17 IPF 1 2INC p / / 9 RB 7. -766 1 � 6 �! A / / / / TRACT 1 = 4.12 ACRES TRACT 2 0.05 ACRES TRACT 3 — 0.37 ACRES TRACT 4 = 1.95 ACRES TOTAL AREA = 6.49 ACRES GRAPHIC SCALE 0 20 40 80 I' = 40' BEFORE YOU DIG I CALL 1-800-632-4949 N.C. ONE -CALL CENTER IT'S THE LAME ! N CE Lf1 N o.; Ua CD a � 00 0 00 Ul m rV rd r O U N 4 cn a° 00 00 o Q O M LL c a J < cIf LIJ �W Z Of w Q w w Q z 0 0 U Irf w W 2 ❑ z 0 0 Z U r o 00 a_ co 1 w U _Z J U 0 z C� 7) 2 CI3 � =3 C-1) C/D •� cd E W � cm • C= 'E W c • m E. W ) z 0 F— z 0 U w F- z I— x w r ��