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HomeMy WebLinkAboutWI0501065_Permit (Issuance)_20201211North Carolina Department of Environmental Quality — Division of Water Resources NOTIFICATION OF INTENT (NOI) TO CONSTRUCT OR OPERATE INJECTION WELLS The following are `permitted by rule" and do not require an individual permit when constructed in accordance with the rules of15A NCAC 02C.0200. This form shall be submitted at least 2 WEEKS prior to iniection. AQUIFER TEST WELLS (15A NCAC 02C .0220) These wells are used to inject uncontaminated fluid into an aquifer to determine aquifer hydraulic characteristics. IN SITU REMEDIATION (15A NCAC 02C .02251 or TRACER WELLS (15A NCAC 02C .0229): 1) Passive Injection Systems - In -well delivery systems to diffuse injectants into the subsurface. Examples include ORC socks, iSOC systems, and other gas infusion methods. 2) Small -Scale Injection Operations —Injection wells located within a land surface area not to exceed 10,000 square feet for the purpose of soil or groundwater remediation or tracer tests. An individual permit shall be required for test or treatment areas exceeding 10,000 square feet. 3) Pilot Tests - Preliminary studies conducted for the purpose of evaluating the technical feasibility of a remediation strategy in order to develop a full scale remediation plan for future implementation, and where the surface area of the injection zone wells are located within an area that does not exceed five percent of the land surface above the known extent of groundwater contamination. An individual permit shall be required to conduct more than one pilot test on any separate groundwater contaminant plume. 4) Air Injection Wells - Used to inject ambient air to enhance in -situ treatment of soil or groundwater. Print Clearly or Type Information. Illegible Submittals Will Be Returned As Incomplete. DATE: December 3, 2020 PERMIT NO. W10501065 (to be filled in by DWR) A. WELL TYPE TO BE CONSTRUCTED OR OPERATED (1) Air Injection Well......................................Complete sections B through F, K, N (2) Aquifer Test Well.......................................Complete sections B through F, K, N (3) Passive Injection System...............................Complete sections B through F, H-N (4) X Small -Scale Injection Operation ......................Complete sections B through N (5) Pilot Test.................................................Complete sections B through N (6) Tracer Injection Well...................................Complete sections B through N B. STATUS OF WELL OWNER: Business/Organization C. WELL OWNER(S) — State name of Business/Agency, and Name and Title of person delegated authority to sign on behalf of the business or agency: Company Name Party Beverage, Ki pal Singh Delegated Signatory Authority: Raymond S. Marchant, III, Mid -Atlantic Associates, Inc. (consultant) Mailing Address: P.O. Box 4583 City: Cary State: NC Zip Code: 27519 County: Wake Day Tele No.: 919-208-1572 Cell No.: (919) 208-1572 EMAIL Address: Kir39har(a)gmail.com Fax No.: none Deemed Permitted GW Remediation NOI Rev. 3-1-2016 Page 1 D. E. F. G. PROPERTY OWNER(S) (if different than well owner) Company Name Same as Well Owner Mailing Address: City: State: _ Zip Code: County: Day Tele No.: Cell No.: EMAIL Address: Fax No.: PROJECT CONTACT (Typically Environmental Engineering Firm) Name and Title: Raymond S. "Trey" Marchant, III, Principal Geologist Company Name Mid -Atlantic Associates, Inc. Mailing Address: 409 Rogers View Court City: Raleigh State: NC Zip Code: 2761 County: Wake Day Tele No.: (919) 250-9918 Cell No.: (919) 413-0868 EMAIL Address: tmarchant(a-)maaonline.com Fax No.: (919) 250-9950 PHYSICAL LOCATION OF WELL SITE (1) Facility Name & Address: Party Beverage 5200 Western Boulevard City: Raleigh County: Wake Zip Code: 27606 (2) Geographic Coordinates: Latitude": 35 ° 47 ' 12.57 " N or Longitude": -78 ° Method of Collection: 42 ' 46.72" W or Earth Pro Software "FOR AIR INJECTION AND AQUIFER TEST WELLS ONLY: A FACILITY SITE MAP WITH PROPERTY BOUNDARIES MAY BE SUBMITTED IN LIEU OF GEOGRAPHIC COORDINATES. TREATMENT AREA Note: There has been a release of gasoline from a UST at this site. The site is currently regulated by the North Carolina Department of Environmental Quality (NCDEQ), Division of Waste Management (DWM), Underground Storage Tank (UST) Section. Benzene concentrations detected in monitoring well MW-1 have rebounded to above its Gross Contaminant Level (GCL) and reducing the concentration of Benzene in groundwater is necessary to move the site towards closure. The remedial system is nearing the end of its operational life and would require expensive repairs to continue operation. Together with the UST Section, we have developed an approach to remediate this "hot spot" in the area of MW-1. The approach includes advancing soil borings to determine the location of highly contaminated soil that may be causing the high groundwater concentrations, surfactant injection, and aggressive fluid/vapor recovery (AFVR). As such, the "area of the contaminant plume" indicated below refers to the approximate area of the soil boring and surfactant injection locations. Land surface area of contaminant plume: 400 square feet Land surface area of inj. well network: 400 square feet (< 10,000 ft2 for small-scale injections) Percent of contaminant plume area to be treated: 100% (must be < 5% of plume for pilot test injections) Deemed Permitted GW Remediation NOI Rev. 3-1-2016 Page 2 H. INJECTION ZONE MAPS — Attach the following to the notification. Provided in Attachment A. Please note that Mid -Atlantic took over this job in 2006. Cross sections were created in 2001 by Agra Environmental, Inc. and were obtained during a file review in 2006. Documents were annotated at the time of the file review. Copies are included in Attachment A. (1) Contaminant plume map(s) with isoconcentration lines that show the horizontal extent of the contaminant plume in soil and groundwater, existing and proposed monitoring wells, and existing and proposed injection wells; and (2) Cross-section(s) to the known or projected depth of contamination that show the horizontal and vertical extent of the contaminant plume in soil and groundwater, changes in lithology, existing and proposed monitoring wells, and existing and proposed injection wells. (3) Potentiometric surface map(s) indicating the rate and direction of groundwater movement, plus existing and proposed wells. I. DESCRIPTION OF PROPOSED INJECTION ACTIVITIES — Provide a brief narrative regarding the purpose, scope, and goals of the proposed injection activity. This should include the rate, volume, and duration of injection over time. Benzene concentrations in excess of its GCL remains present in ,groundwater at the site in monitoring well MW- 1. We propose to inject surfactant prior to performing an Aggressive Fluid Vapor Recovery (AFVR) event. Mid - Atlantic proposes to inject EnviroClean at the site to enhance free product recovery during the AFVR. Injection will be performed at MW-1, multiple 2-inch diameter geoprobe borings (yet to be installed), and up to one additional 4-inch diameter recovery well (yet to be installed). The geoprobe borings will be advanced to an approximate depth of 25 feet in the locations shown on the attached drawing and the recovery well will be installed if highly contaminated soils and/or evidence of free product is found during soil boring advancement (up to a depth of 30 feet BLS). If highly contaminated soils or free product is not encountered, MW-1 may be "overdrilled" and replaced with the 4-inch diameter recovery well. Injection will then be performed on the well(s) and also into any_geoprobe boreholes that exhibit evidence of contamination/free product. EnviroClean (EC- 165) is a common cleanup/miti at�gent that can be applied as both an emulsifying_ agent for free product recovery and biosurfactant for dissolved -phase groundwater remediation. It is estimated that up to 250 gallons of 2% solution of EnviroClean will be gravity injected into the above -referenced wells and borings over an estimated period of up to 8 hours on -site. An 8-hour AFVR event will then be conducted at the site approximately one to two weeks following completion of the surfactant injection event, with post-AFVR free product gauging activities conducted approximately two to four weeks following completion of the AFVR event. J. APPROVED INJECTANTS — Provide a MSDS for each inj ectant. Attach additional sheets if necessary. Provided in Attachment B NOTE: Only injectants approved by the NC Division of Public Health, Department of Health and Human Services can be injected. Approved injectants can be found online at http://deq.nc.gov/about/divisions/water- resources/water-resources-permits/wastewater-branch/ground-water-protection/ground-water-approved-inj ectants. All other substances must be reviewed by the DHHS prior to use. Contact the UIC Program for more info (919- 807-6496). Injectant: EnviroClean Volume of injectant: 250 Gallons Concentration at point of injection: 2% Percent if in a mixture with other injectants: K. WELL CONSTRUCTION DATA GW-1 for existing well MW-1 and a table summarizing proposed injection points are provided in Attachment C. (1) Number of injection wells: 1, plus up to 10 open holes Proposed 1 Existing (provide GW-Is) Deemed Permitted GW Remediation NOI Rev. 3-1-2016 Page 3 (2) For Proposed wells or Existing wells not having GW-1s, provide well construction details for each injection well in a diagram or table format. A single diagram or line in a table can be used for multiple wells with the same construction details. Well construction details shall include the following (indicate if construction is proposed or as -built): (a) Well type as permanent, Geoprobe/DPT, or subsurface distribution infiltration gallery (b) Depth below land surface of casing, each grout type and depth, screen, and sand pack (c) Well contractor name and certification number L. SCHEDULES — Briefly describe the schedule for well construction and injection activities. Proposed wells and borings are scheduled to be installed from Monday 12/28 through Wednesday 12/30/2020. The injection event is currently scheduled for Wednesday 12/30/2020, and the AFVR is scheduled to be conducted on Thursday January 7, 2020. It is anticipated that the surfactant injection will take approximately 8 hours for completion and the AFVR is expected to run for approximately 8 hours. Post-AFVR free product gauging will be conducted approximately two to four weeks following completion of the AFVR event. M. MONITORING PLAN — Describe below or in separate attachment a monitoring plan to be used to determine if violations of groundwater quality standards specified in Subchapter 02L result from the injection activity. The site is currently regulated by the NCDEQ DWM UST Section. Sampling of site monitoring wells (not containingfree ree product) will be performed approximately two months after completion of the surfactant injection and AFVR event, with results reported to the UST Section. Please note that EnviroClean is a proprietary blend of water -based, biodegradable surfactants that was specifically engineered as a cleanup/miti atg ion agent and vapor suppressant for use on a wide range of hydrocarbon products. EnviroClean, in and of itself, does not cause or catalyze specific chemical reactions, nor does it contain any bacteria cultures. The basic principle of EnviroClean is to emulsify and encapsulate hydrocarbon particles. As such, the injection activi . is not anticipated to result in violations of the NCGQS for additional compounds other than those already noted from the previous gasoline release. N. SIGNATURE OF APPLICANT AND PROPERTY OWNER Please note that Mid -Atlantic is signing the application on behalf of the Applicant. Permission for Mid -Atlantic to sign is provided in Attachment D. APPLICANT: "I hereby certify, under penalty of law, that I am familiar with the information submitted in this document and all attachments thereto and that, based on my inquiry of those individuals immediately responsible for obtaining said information, I believe that the information is true, accurate and complete. I am aware that there are significant penalties, including the possibility of fines and imprisonment, for submitting false information. I agree to construct, operate, maintain, repair, and if applicable, abandon the injection well and all related anrnjrtenanr,,s in accnrdanre with the I5A NCAC 02C 0200 Rules. " Su Signature of Applicant Print or Type Full Name and Title PROPERTY OWNER (if the property is not owned by the permit applicant): "As owner of the property on which the injection well(s) are to be constructed and operated, I hereby consent to allow the applicant to construct each injection well as outlined in this application and agree that it shall be the responsibility of the applicant to ensure that the injection well(s) conform to the Well Construction Standards (I5A NCAC 02C C. 0200). " "Owner" means any person who holds the fee or other property rights in the well being constructed. A well is real property and its construction on land shall be deemed to vest ownership in the land owner, in the absence of contrary agreement in writing. Deemed Permitted GW Remediation NOI Rev. 3-1-2016 Page 4 Signature* of Property Owner (if different from applicant) Print or Type Full Name and Title *An access agreement between the applicant and property owner may be submitted in lieu of a signature on this form. Submit the completed notification package to: DWR — UIC Program 1636 Mail Service Center Raleigh, NC 27699-1636 Telephone: (919) 807-6464 Deemed Permitted GW Remediation NOI Rev. 3-1-2016 Page 5 ►_�ar_Taa,,IW INJECTION ZONE MAPS (SECTION H) a REFERENCES: 1. RALEIGH WEST, NC DIGITAL RASTER GRAPHIC, USGS, 2013. SCANNED FROM 1:24,000-SCALE RALEIGH WEST, NC TOPOGRAPHIC MAP (PUBLISHED 2013), USGS. 2. INSET MAP DIGITAL DATA FROM 2002 NATIONAL TRANSPORTATION ATLAS, BUREAU OF TRANSPORTATION STATISTICS, WASHINGTON, D.C. Mid Atlantic Engineering & Environmental Solutions SCALE: 1:12,000 Feet 0 500 1,000 2,000 TOPOGRAPHIC SITE MAP PARTY BEVERAGE SITE 5200 WESTERN BOULEVARD RALEIGH, NORTH CAROLINA DRAWN / DATE: BY: FEBRUARY 2018 DRAFT sc. JOB NO: CHECK: t� 00OR1747.48 ENG. 2 GIS NO: /el5 CHECK: 04G-R1747.48-1.1 APPROVAL: 45W DWG NO: 1.1 rn `q rn o Ln N r- O N t I- p MW-5 � (NS) U � N Lci PARK p 0_ BEVERAGE Q O I BUILDING < _ O O Z � Z o o < C� o N MW-4 (NS) U w W = = I ULd U / Z_ LLJ Ld 0 � om � Om W Z Wm 0 Qm I • � w O • Z fa RW-1 0 z p MW-1 (49.9) w Q (8,350) Q H W O • 1 N J O w MW-3d ® Z Q • • Z 00 U_ Q Z • MW-11d ® Lj • Z W W O Oz Q w= Lou 3 zm0Q w o Lo Of h• � / w z o � w z MW-21d ® M0 (NS) / V •,—,'' ? N < \ c ) co N E C� O LEGEND c Z MW-1 MONITORING WELL LOCATION w ob Z ® MW-3d DEEP MONITORING WELL LOCATION O SOIL BORING/INJECTION LOCATION L U - - PROPERTY BOUNDARY a� w ug/L MICROGRAMS PER LITER Y (ND) NOT DETECTED AT OR ABOVE LABORATORY METHOD DETECTION LIMIT w (NS) NOT SAMPLED (8,350) BENZENE CONCENTRATION AT LOCATION (ug/L) W U — —5,000 ESTIMATED BENZENE ISOCONCENTRATION CONTOUR FOR THE GROSS CONTAMINATION LEVEL (ug/L) Z —1 0 ESTIMATED BENZENE ISOCONCENTRATION CONTOUR FORLLI Of THE N.C. GROUNDWATER QUALITY STANDARD (ug/L) 0 10, LWLI SCALE: 1"= 10' W 0 MW-7 (NS) N I /(49.9)o O v MW-(NS) -16 (NS) rn `? rn o Lo CV I� O N O _ U O r Of O Q O I O O z � z c� � o U 0 Y Y U U w w 2 = U U 7 z Ld W > 3 E Z CK om mm wm ¢m MW-6 Q5 MW-15d (NS) / \ h MW-21d ®_QMW-20 / Ld W (NS) O MW-3d Q Z 0 MW-11d CL CC z p iYESTERN BOULEVARD Z Q Ld; J W O 7) Lu 0 L� Z p Q w O O_ N O U U_ MW-19 (NS) GRASS MEDIAN Mj 7 M ND, 2 CONCRETE MEDIAN ~ O Q m N D_ 0O � ~ Z LLJ J~ _imD_ D_mNO Q =Ld U � Z O — U — U HIZ'STERN BOULEVARD LLJ W� C OpJ W L N (n W m Ld EXX N Z W ~_ MW-8 Z (NS) MW-18 0 V o cl) (NS) CANOPY •,�' 'L a_ c C Cn BP STATION E C U L C Z EXXON STATION W °� °c° U U LEGEND e MW-1 ® MW-3d MONITORING WELL LOCATION DEEP MONITORING WELL LOCATION m eo W Y — — PROPERTY BOUNDARY Q ug/L MICROGRAMS PER LITER 6i (ND) NOT DETECTED AT OR ABOVE LABORATORY METHOD DETECTION LIMIT U (NS) NOT SAMPLED Z (8,350) BENZENE CONCENTRATION AT LOCATION (ug/L) D W — — — —5,000 ESTIMATED BENZENE ISOCONCENTRATION CONTOUR FOR THE GROSS CONTAMINATION LEVEL (ug/L) NOTE: BOUNDARIES ARE INFERRED WHERE CURRENT DATA IS NOT AVAILABLE 0 40' Ld _ —1.0 ESTIMATED BENZENE ISOCONCENTRATION CONTOUR FOR =6-m� Ld THE N.C. GROUNDWATER QUALITY STANDARD (ug/L) SCALE: 1"= 40' Q5 MW-7 (NM) N WESTERN BOULEVARD GRASS MEDIAN LEGEND Q5 MW-1 MONITORING WELL LOCATION ® MW-3d DEEP MONITORING WELL LOCATION - - PROPERTY BOUNDARY (NM) NOT MEASURED (78.75') WATER TABLE ELEVATION AT LOCATION 1 ------ 0- GROUNDWATER FLOW DIRECTION 77.8 ESTIMATED WATER TABLE CONTOUR (FT) MW-19 (NM) MW-8 (NM) MW-17 NM �o(NM) SUBJECT SITE ,[ I V O MW-9 rD (NM) �n RW-1 (78.62') MW-16 11d O (DRY) MW-12 CONCRETE MEDIAN #E' 7ERN BOULEVARD MW-18 Q5 (NM) KXON 1 (NM) BP STATION NOTE: WATER TABLE CONTOURS ARE BASED ON LIMITED INFORMATION AND MAY NOT REPRESENT TRUE GROUNDWATER FLOW CONDITIONS 0 40' SCALE: 1 "= 40' rn m u7 Lf) O I N u >- O � � r U. Q O D 0 m I w L, o o o Z � Z U 0 U 0 Y Y U U w w I.' 2 \ U U 7 C� 0 Z W > Z 0 Q.. Q c9.. d.. w� o Z� d� 0m Om Wm Qm o Q m °OF- >J WO aQCw�Q W � Q mU Of j' 0of W W LLI O O z m m F- Z Q O LLJ W 3 _ U D' (� W W a -UN Q u7 0_' (n W 1-- 0 Z J W LL U H Z g Q H In H W Z Of W H Z U) a_ Q U) 0 D O U W Y W U Z W Of W LL. W Of MW-10 SB-4 R) MW-5 ox SB-2 A' B-9 B-14 -4 W-1 -15\0�111 MW-3D ",\SB-6 -7 SB-I SB-5 B-10 B-11 A MW-2 B-13 MW-13D SB 3 B' 7 1- 191 INNER= Site Layout/ Soil Somple Locations Agra Environmental, Inc. — Party Beverage ?I00 Western Boulevard Raleigh, NC P.O. Box 5611 Cory, NC 27512 7igure 4j L -M Monitoring Well Locations Agra Environmental, Inc. Party Beverage J200 Western Boulevard Raleigh, NC P.O. Box 5611 Cary, NC 27512 Figure � Drown By: Checked By: Date: Project MW-2 0 0 0 MW-13D SB 3 SD-2 0 SB-1 0 NOTES: * Sample Location * Sample Cottected For Laboratory Analysis at specified depth Plume - any petroleum compound detected above soil -groundwater MSCC Soil Contaminant Plume 5' depth party Beverage -kO Western Boulevard Raleigh, NC 7-- igure No: Scale: Drawn By: B-12 0/ SB-4 0 0 MW-5 -9 8-14 BMW-4 0 MW-3D MW-1 SB-6 0 0 0 B - 7,�,- wles D 0 MW-1 0 SB 0-6 10� 00 0 SB-5 I B B -10 contaminated soil at specified depth Fliligra 'Environmental, Inc. I P.O. Box 5611 Cary, NC 27512 Checked By: Dote: Project No: In a MW-2 0 0 0 MW-13D SB 3 0 MW-10 SB-4 0 0 MW-5 B-14 0VV M B-8 MW-3D SB-6 'I- 5 0 0 B - 7 -0 s 00 0 SB-5 t7 B B 162 B-11 NOTES: * Sample Location * Sample Collected For Laboratory Analysis at specified depth Plume - any petroleum compound detected above soil -groundwater MSCC Soil Contaminant Plume 10' depth Party Beverage POO Western Boulevard Raleigh, NC Figure No: Scale: Drawn By: A I 1 $2 - I 1 r- I I I (I MW-4 0 B-13 07 42 contaminated soil at specified depth C' C- Agra Environmental, Inc. I P.O. Box 5611 Cary, NC 27512 ecked By. Dote: Project -No. r-. C- I 1n /n'l /n -i I M M MW-2 0 0 e MW-13D SB 3 0 MW-10 01 SB-4 0 MW-5 B-14 B-E M MW-3 SB-6 0 0 B - 7,, '0- 06 W-3 0 B �S) B-10 B 12 rJC B-11 NOTES: 0 Sample Location 0 Sample Collected For Laboratory Analysis at specified depth Plume - any petroleum compound detected above soil -groundwater MSCC Soil Contaminant Plume 20' depth Party Beverage POO Western Boulevard Raleigh, NC figure No: Scole: DrownBy: B-13 0 MW-4 0 contaminated soil at specified depth Agra Environmental, Inj I P.O. Box 5611 Cory, NC 27512 Checked By: Dote: Project No: DC I 1 n /n ') /n -I I B MW-3D MW-1 3 R_— 4 MW-5 B — 14 B-11 B-13 silty cloy UST 1 I1 A PIT silty cloy I I silty cloy M /rA silty cloy /1% contaminated soil 15 feet Vertical Scale 7.5 10 NOTES: D soil sample location — no compounds detected above MSCCs 0 7�5 15 30 feet u soil. sample location — one or more MA11:::AMMM=M compounds detected above MSCCs Horizontal Scale V water table Soil Cross Section B—B' Agra Environmental, Inc. Party Beverage . POO Western Boulevard Raleigh, NC P.O. Box 5611 Cary, NC 27512 Figure No: Scale: Drown D ow By: Checked By: Dote: I Project No: r,hr,eI t (I DC I /n') SAFETY DATA SHEET (SECTION J) M'd Atlantic SAFETY DATA SHEET SECTION 1 MATERIAL IDENTIFICATION PRODUCT NAME / DESCRIPTION: EnviroClean DISTRIBUTED / MANUFACTURED BY: ENVIRO CLEAN PRODUCTS & SERVICES DATE: 05/18/2015 PO BOX 721090 PHONE: (405) 373-4545 OKLAHOMA CITY, OK 73172 EMERGENCY PHONE: (800) 255-3924 FUNCTION: Industrial Cleaner and Remediation Agent SECTION 2 HAZARD IDENTIFICATION CLASSIFICATION: Acute Toxicity- Oral Category 4 Skin Corrosion/Irritation Category 3 Eye Damage/Irritation Category 2B Target Organ Specific Toxicity: Single Category 3 Target Organ Specific Toxicity: Chronic Category 2 SIGNAL WORD: WARNING! HAZARD STATEMENTS: Harmful if swallowed Causes mild skin irritation Causes eye irritation May cause respiratory irritation May cause damage to organs through prolonged or repeated exposure < I - �� 0 < - > PRECAUTIONARY STATEMENTS: Obtain special instructions before use Do not handle until all safety precautions have been read and understood Use personal protective equipment as required Avoid breathing dust/fume/gas/mist/vapors/spray Use only outdoors or in a well ventilated area Wash all exposed skin thoroughly after handling Avoid release to the environment x Store in a well ventilated place TOXICITY INFO: See Section 11. SECTION 3 HEALTH HAZARDS CHEMICAL NAME %WIW CAS NUMBER (Proprietary Formula) Proprietary Blend of Ethoxylated Octylphenolic Surfactants Non-ionic water based liquid blend, concentrate This product does not contain any hazardous ingredients as defined by CERCLA and California's Prop. 65. SECTION 4 FIRST AID Potential acute health effects: Eyes: May cause irritation with redness and pain. Skin: May cause irritation with redness and pain. Inhalation: Inhalation may cause irritation. Ingestion: Ingestion may cause severe irritation, corrosion/ulceration, nausea, and vomiting. Medical Conditions Aggravated by Exposure: None known. Eye Contact: In case of contact, immediately flush eyes with cool running water. Lift and separate eyelids while flushing with plenty of water for at least 15 minutes. Get medical attention. Skin Contact: Wash with soap and water. Get medical attention if irritation occurs. Wash clothing before reuse. Destroy contaminated shoes. Inhalation: Remove victim to fresh air and keep at rest in a position confortable for breathing. If not breathing, give artificial respiration. If breathing is difficult, give oxygen. Seek medical attention if symptoms develop. Ingestion: Do NOT induce vomiting unless directed to do so by medical personnel. Never give anything by mouth to an unconscious person. If large quantities of this material are swallowed, call a physician immediately. Give plenty of water. SECTION 5 FIRE FIGHTING MEASURES Fire Hazard Classification (OSHA/NFPA): 0 Extinguishing Media: As required for fire being fought. Special Fire Fighting Procedures: Use self-contained breathing apparatus. Hazardous combustion products: No known. SECTION 6 ACCIDENTAL RELEASE MEASURES Personal Precautions, PPE, and Emergency Procedures: Wear protective clothing as described in Section 8 of this safety data sheet. Containment Procedures: Stop the flow of material, if this is without risk. Wear appropriate protective equipment and clothing during clean-up. Do not allow the spilled product to enter public drainage system or open water courses. Clean -Up Procedures: Sweep up or gather material and place in appropriate container for disposal. Wash spill area thoroughly. Wear appropriate protective equipment during cleanup. Dispose of collected material according to regulations. SECTION 7 HANDLING AND STORAGE Handling: Avoid contact with eyes, skin and clothing. Do not take internally. For industrial use only. Wash after handling. Don't breathe dust, vapor, or gas. Keep this and all chemicals out of reach of children. Storage: Keep away from heat, sparks, and open flames. Prevent spills. Keep container tightly closed and in a cool, well -ventilated place away from incompatible materials. Empty product containers may contain product residue, do not reuse. SECTION 8 PERSONAL PROTECTION / EXPOSURE CONTROLS Ventilation System: Always keep exposure below permissible exposure limits. In general, dilution ventilation is a satisfactory health hazard control for this substance. However, if conditions of use create discomfort to the worker, a local exhaust system should be considered. Airborne Exposure Limits: None Established. Personal Protection: As prescribed in the OSHA Standard for Personal Protective Equipment (29 CFR 1920.132), employers must perform a Hazard Assessment of all workplaces to determine the need for, and selection of, proper protective equipment for each task performed. Eyes: Wear face shield, safety glasses, or chemical goggles. Hands & Skin: For prolonged or repeated handling, use impervious gloves. Gloves should be tested to determine suitability for prolonged contact. Use of impervious apron and boots are recommended. Respiratory: If ventilation is not sufficient appropriate NIOSH/MSHA respiratory protection must be provided. Work Practices: Eye wash fountain and emergency showers are recommended. SECTION 9 TYPICAL PHYSICAL AND CHEMICAL PROPERTIES Physical Form: Liquid Color: Red ENVIRCI LEAN C Odor: Wintergreen Odor Threshold: NE pH: 8.5+/-0.5 Boiling Point: NE Melting Point: N/A Flash Point: >200 deg F Evaporation Rate (Butylacetate =1) NE Flammability: Non -Flammable UEL: NE LEL: NE Vapor Pressure: NE Vapor Density: NE Specific Gravity (Water = 1): 1.03 +/- .05 Solubility Water: Complete Partition Coefficient: NE Auto -ignition Temperature: NE Decomposition Temperature: NE Viscosity (CPS): NE SECTION 10 STABILITY AND REACTIVITY Stability: This product is stable under normal temperatures and pressures. Incompatibility: Strong Oxidizers and strong acids. Decomposition Products: No Known hazardous products. Conditions to Avoid: Sparks/flames/high heat. SECTION 11 TOXICOLOGICAL PROPERTIES Raw Material Test Result Route Species N/A See Section 4 for symptoms. CARCINOGENICITY: No known carcinogens, mutagens, or reproductively toxic ingredients SECTION 12 ECOLOGICAL INFORMATION Raw Material Test Result Time Species N/A PERSISTENCE & DEGRADABILITY: NE BIOACCUMULATION: NE MOBILITY NE SECTION 13 DISPOSAL CONSIDERATIONS Whatever cannot be saved for recovery or recycling should be managed in an appropriate and approved waste disposal facility. Processing, use, or contamination of this product may change the waste management options. State and local disposal regulations may differ from federal disposal regulations. Dispose container and unused contents in accordance with federal, state, and local requirements. SECTION 14 TRANSPORT INFORMATION Not Regulated by DOT or IATA. SECTION 15 REGULATORY INFORMATION US FEDERAL REGULATIONS SARA (SUPERFUND AMENDMENTS AND REAUTHORIZATION ACT): SARA 302 EXTREMELY HAZARDOUS SUBSTANCES LIST: NA SARA 312 HAZARD CATEGORY: SARA 313 TOXIC CHEMICALS LIST: HWI MM CERCLA (COMPREHENSIVE ENVIRONMENTAL RESPONSE. COMPENSATION AND LIABILITY ACT): NA RCRA (RESOURCE CONSERVATION AND RECOVERY ACT) LISTED HAZARDOUS WASTES: NA CWA (CLEAN WATER ACT) LISTED SUBSTANCES: NA FDA (FOOD AND DRUG ADMINISTRATION): NA TOXIC SUBSTANCES CONTROL ACT (TSCA): NA 1013 6& ._EVA&AN M 10 IM RUTI IONO ► 101 4 - DEADLY 3 - EXTREME DANGER 2 - HAZARDOUS 1 - SLIGHTLY HAZARDOUS 0 - NORMAL MATERIAL [0] FLASH POINTS: 4 - BELOW 73 F 3 -BELOW 100 F 2 - BELOW 200 F I - ABOVE 200 F 0 - WILL NOT BURN 101 REACTIVITY HAZARD (YELLOW DIAMOND) 4 - MAY DETONATE 3 - SHOCK AND HEAT MAY DETONATE 2 - VIOLENT CHEMICAL CHANGE 1 - UNSTABLE IF HEATED 0 - STABLE p SPECIFIC HAZARD (WHITE DIAMOND) OXY OXIDIZER ACID ACID ALK ALKALI COR CORROSIVE W USE NO WATER SECTION 16 OTHER INFORMATION THIS INFORMATION IS OFFERED IN GOOD FAITH AS TYPICAL VALUES AND NOT AS A PRODUCT SPECIFICATION. NO WARRANTY, EXPRESSED OR IMPLIED, IS HEREBY MADE. THE RECOMMENDED INDUSTRIAL HYGIENE AND SAFE HANDLING PROCEDURES ARE BELIEVED TO BE GENERALLY APPLICABLE. HOWEVER, EACH USER SHOULD REVIEW THESE RECOMMENDATIONS IN THE SPECIFIC CONTEXT OF THE INTENDED USE AND DETERMINE WHETHER THEY ARE APPROPRIATE. F-11 I k f-,Tli 0 1 ITA I #',Nl I WELL CONSTRUCTION INFORMATION (SECTION K) SUMMARY OF PROPOSED INJECTION POINTS PARTY BEVERAGE SITE RALEIGH, NORTH CAROLINA MID -ATLANTIC JOB NO. R1747.59 PROPOSED ANTICIPATED ANTICIPATED ANTICIPATED PROPOSED PROPOSED SCREEN BENTONITE CEMENT GROUT SAND PACK INJECTION POINT ID DEPTH DIAMETER (FEET BLS) DEPTH INTERVAL (FEET INTERVAL (FEET INTERVAL (FEET (FEET BLS) BLS) BLS) BLS) MW-1 WELL (PERMANENT)* 4 30 15-30 12-14 1-12 14-30 UP TO 10 GEOPROBE 2 25 NA NA NA NA BOREHOLES (TEMPORARY) Notes: - existing monitoring well MW-1 may be "overdrilled" and replaced by a 4-inch diameter well with 0.020-inch slotted screen BLS - Below Land Surface NA - Not Applicable Wells and borings to be installed by Quantex, Inc. certification number 3106 ATTACHMENT D SIGNATURE AUTHORITY EMAIL (SECTION N) MvidAtiantic Trey Marchant From: Par <pkaur238@gmail.com> Sent: Thursday, December 3, 2020 9:10 AM To: Trey Marchant Subject: Re: DRAFT of Notice of Intent for surfactant injection Hi Trey, Yes, please proceed by signature of you/Mid-Atlantic representing my Father. Regarding contact information, if you can put my Father's- 919-208-1572 Kir39har@gmail.com If they get called, they'll tell me and then I can reach out in the unlikely scenario should it occur. Kind regards, Parminder On Nov 20, 2020, at 9:39 AM, Trey Marchant <tmarchant@maaonline.com> wrote: Hi Parminder- I hope you are well and everyone is staying healthy. We are preparing the Notice of Intent, which is a document that requests a permit from NCDEQ to "inject" or introduce a substance into the subsurface, which is what we are going to do with the surfactant at this site. It's a pretty routine thing .... they just want to know what's being done and make sure the injectant is on their approved list, etc. Someone needs to sign the application (page ). It can either be the applicant or the consultant. We have done it in the past for other clients. Would it be OK if I signed it instead of sending it to your father so we can get the application submitted to NCDEQ? I have attached a draft in case you want to see what the document looks like (it's not quite complete, but you'll get the idea). I put your cell number and email address on the application because I don't know your father's. It's very unlikely they will try to contact you anyway ... if they have questions, they will typically contact me. Thank you, Trey <image00 I .png> Raymond S. "Trey" Marchant, III, P.G. Principal Geologist MID -ATLANTIC ASSOCIATES, INC. 409 Rogers View Court I Raleigh, NC 27610 919-250-9918 1 919-250-9950 (Facsimile) 1 919-413-0868 (Mobile) www.MAAONLINE.com I Outstanding Service Since 1993 Confidentiality Notice: The information contained in this e-mail is intended only for the individual or entity to whom it is addressed.lts contents (including any attachments) may contain confidential and/or privileged information. If you are not an intended recipient you must not use, disclose, disseminate, copy or print its contents. If you receive this e- mail in error, please notify the sender by reply e-mail and delete and destroy the message. <Notice of Intent DRAFT.pdf> Total Control Panel To: tmarchant@maaonline.com Remove this sender from my allow list From: pkaur238@gmail.com You received this message because the sender is on your allow list. Login