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HomeMy WebLinkAboutWI0400538_Permit (Issuance)_202001313�TC ENVIRONMENTAL • GEOTECHNICAL BUILDING SCIENCES • MATERIALS TESTING December 30, 2019 2725 East Millbrook Road Suite 121 Raleigh, NC 27604 Tel: 919-871-0999 Fax: 919-871-0335 www.atcgroupservices.com N.C. Engineering License No. C-1598 Ms. Shristi Shrestha North Carolina Department of Environmental Quality Division of Water Quality - Aquifer Protection Section, UIC Program 1636 Mail Service Center Raleigh, North Carolina 27699-1636 Reference: Notice of Intent to Construct or Operate Injection Wells United States Postal Service - Bulk Mail Center 3701 West Wendover Avenue Greensboro, Guilford County, North Carolina NCDEQ Incident No. 4013 Priority Site Ranking: I180D Dear Ms. Shrestha: ATC Associates of North Carolina, P.C. (ATC) has prepared the enclosed Notice of Intent to Construct or Operate Injection Wells on behalf of The Louis Berger Group, Inc. The permit application covers the performance of passive remediation in three monitoring wells associated with the above referenced site. If you have questions or require additional information, please contact our office at (919) 871-0999. Sincerely, ATC Associates of North Carolina, P.C. Ashley M. Winkelman, P.G. Senior Project Manager cc: Shannon McKinney, Environmental Scientist for The Louis Berger Group, Inc. Email: shannon.mckinney@wsp.com Attachments Notice of Intent to Construct or Operate Injection Wells United States Postal Service — Bulk Mail Center, Greensboro, North Carolina NOTICE OF INTENT FORM �ATC E>tE�RONMEN1AL • OEUMMICAL N1111GISG iE1UM • WIMILMSI N6 NC Department of Environmental Quality — Division of Water Resources (DWR) NOTIFICATION OF INTENT (NOI) TO CONSTRUCT OR OPERATE INJECTION WELLS The following are "permitted by rule" and do not require an individual permit when constructer) in accordance with the rules of 15A NCAC 02C.0200 (NOTE: This form must be received at least 14 DAYS 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 .0225) 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 (Note: Injection Event Records (IER) do not need to be submitted for replacement of each sock used in ORC systems). 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 is 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 [ ill Be Returned as Incomplete. DATE: December 30 , 20 19 PERMIT NO. W1040053,9 (to be filled in by DWR) NOTE- If this NOI is being submitted as notification of a modification of a previously issued NOI for this site (e.g., different injection wells, plume, additives, etc.) and still meets the deemed permitted by rule criteria, provide the previously assigned permit tracking number and any needed relevant information to assess and approve injection: Permit No. WI Issued Date: A. WELL TYPE TO BE CONSTRUCTED OR OPERATED (1) Air Injection Well......................................Complete sections B through F, J, M (2) Aquifer Test Well.......................................Complete sections B through F, J, M (3) Passive Injection System...............................Complete sections B through F, H-M (4) X Small -Scale Injection Operation ......................Complete sections B through M (5) Pilot Test.................................................Complete sections B through M (b) Tracer Injection Well...................................Complete sections B through M B. STATUS OF WELL OWNER: Business/Organization Deemed Permitted GW Remediation NOI Rev. 10-14-2019 Page 1 C. E. F. G. 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: Name(s): US Postal Service — Gardner Jones, Environmental Engineer - Facilities Mailing Address: 3701 W. Wendover Avenue City: Greensboro State: NC_ Zip Code: 27495 County: Guilford Day Tele No.: 336-665-2885 Cell No.: Not Available EMAIL Address: gardnenjonesausps.gov Fax No.: Not Available PROPERTY OWNER(S) (if different than well owner/applicant) Name and Title: Company Name Mailing Address: City: State: Zip Code: County: Day Tele No.: Cell No.: EMAIL Address: Fax No.: PROJECT CONTACT (Typically Environmental Consulting/Engineering Firm) Name and Title: Ashley Winkelman, F.G., Senior Project Manager Company Name ATC Associates of North Carolina, P.C. Mailing Address: 2725 E. Millbrook Road, Suite 121 City: Raleigh State: NC_ Zip Code: 27604 County: Wake Day Tele No.. 919-871-0999 Cell No.: 919-830-3576 EMAIL Address: ashley.winkelman(i4atcgs.com Fax No.: 919-871-0335 PHYSICAL LOCATION OF WELL SITE (1) Facility Name & Address: United States Postal Service — Bulk Mail Center 3701 W. Wendover Avenue City: Greensboro County: Guilford Zip Code: 27495 (2) Geographic Coordinates: Latitude": " or 36 05863 Longitude": ° " or 79 ° 87357 Reference Datum: WGS84 Accuracy: 10-meter Method of Collection: DOQ-Acme Mapper 2.2 "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 Land surface area of contaminant plume: 5,350 square feet Land surface area of inj. well network: 1,580 square feet (< 10,000 ft2 for small-scale injections) Percent of contaminant plume area to be treated: 29.5% (must be < 5% of plume for pilot test injections) Deemed Permitted GW Remediation NOI Rev. 10-14-2019 Page 2 H. INJECTION ZONE MAPS — Attach the following to the notification. (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. The following figures are included in this NOI: Figure 1— Site Topographic Map Figure 2 — Site Map Figure 3 — Dissolved Benzene Isoconcentration Contour Map Figure 4 — Dissolved Naphthalene Isoconcentration Contour Map Figure S Geologic Transect Map Figure 6 — Geologic Cross -Section A -A' Figure 7— Geologic Cross Section B-B' Figure 8 — Groundwater Elevation Contour Map Please note there are no comprehensive soil maps prepared for this site; however, historical assessment activities indicate there are no exceedances of the Industrial/Commercial Maximum Soil Contaminant Concentrations, which are considered the applicable soil cleanup goal for this site. I. DESCRIPTION OF PROPOSED INJECTION ACTIVITIES AT THE SITE — Provide a brief narrative regarding the cause of the contamination, and purpose, scope, goals of the proposed injection activity: ATC will gravity feed four kilo erams of Enviro-BAC each into monitorine wells MW-6. MW-13. and MW-14 in order to aide in natural attenuation and abate light non -aqueous phase liquid (LNAPL). Based on the most recent samplin event vent performed in May 2019, LNAPL was detected in monitoring wells MW-6, MW-13, and MW-14 at a thickness of 0.17 feet, 0,94 feet, and 1.27 feet, respectively. The injectate, followed by 20 gallons of municipal water, will be poured into each well over up to a 3 hour time period per well as to minimize disruption to the water column. Followingthe he injection event, ATC will install absorbent socks in each well to facilitate free product recovery. The socks will be replaced on a weekly basis for one month. J. WELL CONSTRUCTION DATA (1) No. of injection wells: Proposed 3 Existing (provide NC Well Construction Record (GW-1) for each well) (2) Appx. injection depths (BLS): 28 to 30 feet (depth of injection wells) (3) For Proposed wells or Existing wells not having GW-Is, 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 Deemed Permitted GW Remediation NOI Rev. 10-14-2019 Page 3 A well construction record was not available for MW-6. Details for the well are provided below. A soil boring log for MW-6 and well construction records for MW-13 and MW-14 are included as Appendix A. MW-6 Well Construction Details: (a) Permanent (b) Depth — 28 feet; Well Screen — 18-28 feet; Well Riser — 0-18 feet; Grout type, grout depth, and sand pack depth are unknown. (c) Well Contractor — Groundwater Protection; Driller — C. Aiken; Certification Number unknown. K. INJECTION SUMMARY NOTE: Only injectants approved by the epidemiology section of the NC Division of Public Health, Department of Health and Human Services can be injected. Approved iniectants can be found online at http://deq.nc. gov/about/divisions/water-resources/water-resources-12ermits/wastewater-branch/ground-watcr- rotection/ round -water -a roved-injectants. All other substances must be reviewed by -the DHHS rior to use. Contact the UIC Program for more info if you wish to get approval for a different additive. However, please note it may take 3 months or longer. Injectant: Enviro-BAC Total Amt. to be injected (gal)/event: Approximately gallons (12 kilograms) Amt. Water to be injected (gal/event): 60 gallons Total Amt. to be injected (gal/event): 75 gallons No. of separate injection events: I Est. Total Amt, to be injected (gal): 75 eallons Source of Water (if applicable): City of Greensboro Municipal Water A Safety Data Sheet for Enviro-BAC is included in Appendix B. L. 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. ATC will perform a groundwater monitoring event thirty days after the injection event. Samples will be collected from a total of six wells, including wells MW-6, MW-13, and MW-14. The samples will be analyzed for volatile organic compounds by EPA Method 6200B and semi -volatile organic compounds by EPA Method 625. The samples will be shipped to SGS Accustest in Scott. Louisiana. ATC will also measure dissolved oxygen, conductivity, temperature, pH, and oxygen reduction potential during the sampling event. M. SIGNATURE OF APPLICANT AND PROPERTY OWNER Well Owner/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, 1 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 appurtenances in accordance with the 1 SA NCAC 02C 0200 Rules. " Digitally signed by Gardner Jones III Gardner Jones III DN cn-GardnerJones III, o, ou=Eastern F50, _�maif=nardnerjones anu�p�,00v. c=lJS Signature of Applicant Date: zozo.01.02 1054s5-0509 Print or Type Full Name and Title Deemed Permitted GW Remediation NOI Rev. 10-14-2019 Page 4 Property Owner (if the property is not owned by the Well Owner/Applicant): "As owner of the property on which the injection wells) 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 wells) conform to the Well Construction Standards (15A NCAC 02C . 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. 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. Please send 1 (one) hard color copy of this NOI along with a copy on an attached CD or Flash Drive at least two (2) weeks prior to injection to: DWR — UIC Program 1636 Mail Service Center Raleigh, NC 27699-1636 Telephone: (919) 707-9000 Deemed Permitted GW Remediation NOI Rev. 10-14-2019 Page 5 Notice of Intent to Construct or Operate Injection Wells United States Postal Service — Bulk Mail Center, Greensboro, North Carolina FIGURES wAk C E>tE�RONMEN1AL • OEUMMICAL N1111GISG 9ILM • WIMILMSI N6 610111:11111:m►AR:a►L/91.�LIIILEC0]961c]MAN:M►AIG1a Zvv 2725 E. Millbrook Road, Ste 121 (:lT Raleigh, NC 27604 ASSOCIATES INC _ (919) 871-0999 PROJECT NO: 45.07059.0001 (SCALE: 1" = 770' 1 JUNE 2014 1 PREPARED BY: GO FIGURE 1: SITE TOPOGRAPHIC MAP UNITED STATES POSTAL SERVICE — BULK MAIL CENTER 3701 WEST WNDOVER AVENUE GREENSBORO, NORTH CAROLINA "RIVE I � I I I I I I VEHICLE MAINT. FACILITY PAVEMENT L' PROCESS Q I BUILDING SEE ENLARGED PLAN — BULK > MAIL FACILITY O _ Lu z � I I EPARKINC- 00PAVIED PAR IING0 000 I/I TV DI ANC LEGEND: MONITORING WELL TYPE II ENLARGED PLAN — BULK MAIL FACILITY 0 60' 120' SCALE IN FEET O Z O O U H Z U0 U Q V w L(7 IL � 0 Lu a CO w ¢ � W W `Z 111 0 co > Z w a O J w N m � o O r� I t6 � C � 2 U < w O 0 M U I Z o co r� m� m Lu Q W U a , _z aQ a. W J W O Lu W a Q U) > m W H H(n W = >� r7 W 00 U Z Z Ld N� L��O �~ LLJ J(/')U Q IJ m 0C) co o Y — W w 't w— Z�I�rY J O W =! Ln oN �mnCD a- U 6i w O z Z z:NORWALK DRIVE z w cn U < ' CD o w cn wQ am I C?�cr) JU < w I I I wLu Z 111 > z Lu RELEASE SOURCE AREA BASED m ON UST CLOSURE SAMPLING AND o 0 VEHICLE MAINT. I MW-14 OBSERVATIONS DURING UST REMOVAL FACILITY N M 0 [ 1.27] CD; 0 0 co PAVEMENT MW-1 1 MW-6 GATE N u, w Q PROCESS (NS) [0.17] MW-13 HOUSE PROCESS BUILDING / [0.94] o of x Q I SEE ENLARGED �/ v o LL w 0 BUILDING I r o 0 PLAN — BULK / r— o a - < II w MAIL FACILITY I (1 L z f c p —� I MW-10 mw MW-5 %%. -.. FP \ MW-17 (NS) N I (NS) DL�E. (<1.00) MW-4 O o0 0 0 o u i (NS) MW-3 SUB�T/ATR N_ co Q � � PAVED PAVED (NS) Q PARKIN PARKING II MW-16 0o O o00 — — — — (43.8) FORMER USTs AND PRODUCT LINESV MW-15 Lv (2.70) j z m Z J w MW-12 O W Li O a (NS) MW-1u u U (n > Q:� _ (NS) Q Z J U W = rq H i o O KEY PLAN � o o U W UL,3:O O Q J c/) O MW-2 O Q � m cNo (NS) N H `� W w O Lu J A W J Ln Ld Z o N N Z 0; N W m N j O LEGEND: Ld o MONITORING WELL TYPE II J O w 1 BENZENE ISOCONCENTRATION CONTOUR ug/L ENLARGED PLAN — BULK MAIL FACILITY N o (43.8) BENZENE CONCENTRATION ug/L 0 60' 120'Ld [1.27] FREE PRODUCT THICKNESS ft. a � SCALE IN FEET P7 cl) (<1.00) BELOW DETECTION LIMITS W w (NS) NOT SAMPLEDLu z L� © o AREA OF FREE PRODUCT L� [If z Z Z:NORWALK DRIVE z Lu w cn U Q ' CD o w cn wQ a� I C?�cr) JU w I I I wLu Z 111 > z ------ I wo 0 RELEASE SOURCE AREA BASED m ON UST CLOSURE SAMPLING AND o 0 VEHICLE MAINT. I MW-14 OBSERVATIONS DURING UST REMOVAL FACILITY N M [1.27] o ; o 0 PAVEMENT MW-1 1 � [� 1 7] GATE N u, w Q PROCESS (NS) MW-13 HOUSE PROCESS BUILDING _�� [0.94] 2 o x Q I BUILDING SEE ENLARGED I r oo `¢` 0 PLAN - BULK r— o - (-) II oMAIL FACILITY I / �`I L MW-10 mw o r — — — — —� MW-5 �� �\ MW-17 (NS) clj L—r� I (NS) ` Isi POW E 6� MW-4 (3.69J) N CD CD 0 0 0 �O I (NS) MW-3 SUBSTATI N 6` co PAVED PAVED I (NS) 0 Q PARKIN PARKING II MW-16 H 0o O o00 — — — — J (137) Z FORMER USTs AND PRODUCT LINESV MW-15 OLLI U O Q } (43.9) Z m w m Z � J � MW-12 O W Li O a (NS) MW-1 H (n > m _ (NS) < J Q Q W = r� Z > W KEY PLAN Z o o U Z Z Lij 0 W O O V) Q J W c/) Q W m cO MW-2 Z C) z o (NS) J H Y— W w� ui J W J Ln Q - Z� � m o N � m ro CD < � 0 Q N o� _Z Z LEGEND: 0 �Z W MONITORING WELL TYPE II J o wo Ow Ld 6 o DISSOLVED NAPHTHALENE ISOCONCENTRATION CONTOUR ug/L ENLARGED PLAN — BULK MAIL FACILITY N J Z J D Co U Q Q (137) DISSOLVED NAPHTHALENE CONCENTRATION ug/L 0 60' 120' z� a w u) [0.94] FREE PRODUCT THICKNESS ft. SCALE IN FEET N 000 U Z (NS) NOT SAMPLED W w Q _- AREA OF FREE PRODUCT `-='N z (D o Lo wo oLL p (D F- a Z N m I 0� I � I I IL VEHICLE MAINT. I FACILITY I PAVEMENT PROCESS BUILDING SEE ENLARGED PLAN — BULK MAIL FACILITY I r-----7 EPARKINC 0 0l0 �O PAVIED PARKING II 0 000 LICU DI A N I LEGEND: MONITORING WELL TYPE II ENLARGED PLAN - BULK MAIL FACILITY 0 60' 120' SCALE IN FEET 0 O dO z �0-) Lu o 4 O a r-- Voo U 8 Lo N a o N N O 0 J (D cai ca w 0 w v,P W Z U Q } J w Q W W O a U C/) > il� o Q Q U Q OCR>F � O ~ O � � 00 (n U Z Z L0 � L, O LLJ waJ(J')0 � Q W m CEO :2 3�LLJ Z Y — W O w -t w— J O W L0 � � m n 0 Q w r z z "RIVE r--- - - - --i I of I I � I I I L I VEHICLE MAINT. I FACILITY I PAVEMENT I PROCESS BUILDING SEE ENLARGED PLAN - BULK MAIL FACILITY I F-----7 0lo I I PAVED PAVIED PARKIN PARKING II 00 000 j I I,IF--V DI ANI LEGEND: MONITORING WELL TYPE II 72 GROUNDWATER ELEVATION CONTOUR (ft.) (73.16) GROUNDWATER ELEVATION (ft.) (NM) NOT MEASURED INFERRED GROUNDWATER FLOW DIRECTION ENLARGED PLAN - BULK MAIL FACILITY 0 60' 120' SCALE IN FEET O O o O z �or) Lu 0 U Q 4 d r-, S3 O U 8 PTA N Q N to N Qu O 0 J Q0 cai � m w O W so a, Q J W Q W Li O a (n > ~ m O W = z > Lu 0 OIYLu m J 0 O (n U Z Z 00�LL- 0 �~ J(~0 �UQWm co �LLJyW W-t w— J O W d) ZZI,rY oN Z mnCD <� Notice of Intent to Construct or Operate Injection Wells United States Postal Service — Bulk Mail Center, Greensboro, North Carolina APPENDIX A MONITORING WELL CONSTRUCTION DETAILS �ATC E>tE�RONMEN1AL • OEUMMICAL N1111GISG iE1UM • WIE ILFE5HN6 I GM .• - • ••Ivy •• "Us �•� •� 11. U1 A A • SAMPLING NOTES INTERVAL RECOVERY NO. I TYPE I I BLOWS I % 5-6 741 5-7 1145 8-8 10-13 5-7 8-9 5-5 5-8 4-5 7-8 5-6 740 4-6 7-9 5-7 9-10 2-4 947 3-5 10-12 6-7 942 0 S 63 ND 1 )0 ND 0 79 ND 79 ND 10 15 100 ND 63 ND 1 )0 26 20 Sz 1 )0 2 100 70 25 83 6 30 35 GENERAL NOTES DATE STARTED 6 JAN 93 DATE COMPLETED 6 YAW 93 RIG DIEDRICH D420 CREW CHIEF Co AMN LOGGED LAM CHECKED Gravel fill BORING NO. MW-6 SHEET NO. I OF 1 PROJECT NO. 765.65 INSTALLATION SURFACE ELEV, 845.4 BOREHOLE DIA, 8 IN. VISUAL CLASSIFICATION AND GENERAL OBSERVATIONS moist; - as above; gray in color. - as above; brick red in color. SILT (ML) -soft; micaceous; moist; orangish tan. - - - - - - - - -� SANDY SII.T (ML) -slightly clayey; moist; mottled; tan and white. [Saprolite] SILT (ML) - slightly sandy; firm; wets grayish tan with some orange banding. SANDY SILT (ML) - firm; wet, mottled; white with some orange. [Saprolite] SILT (ML) -slightly sandy; firm; wet; gray, tan and orange. 0001kVi WATER LEVEL OBSERVATIONS WHII,E DRIILING � 22.0 FT AT COMPLETION 1 23.3 FT. AFTER DRILLING CAVE-tN: DATE/TIgE DEPTH WATER: DATE/TIME DEPTH WELL CONSTRUCTION RECORD This loan can be used tier single or multiple wells For Internal Use ONLY: 1. Well Contractor Information: VINCE FEDERLE Well Contractor Name-- -- A - 3552 NC Well Contractor Cerlitication Number GEOLOGIC EXPLORATION, INC Company Name 2. Well Construction Permit #: List all applicable well construction pernits (i.e. County, State, I'm•iauce, etc.) 3. Well Use (check well use): Water Supply Well: ❑Agricultural ❑Municipal/Public ❑Geothermal (Heating/Cooling Supply) ❑Residential Water Supply (single) ❑Industrial/Commercial ❑Residential Water Supply (shared) ❑Irri atlon Non -Water Supply Well: mmonitoring ❑Recovery injection vvell: ❑Aquifer Recharge ❑Aquifer Storage and Recovery ❑Aquifer Test ❑Experimental Technology ❑Geothermal (Closed Loop) ❑Geothermal (Heat ine/Cooline 4. Date Well(s) Completed: 5a. Well Location: LISPS ❑Groundwater Remediation ❑Salinity Barrier ❑Stormwater Drainage ❑Subsidence Control ❑Tracer ❑Other (explain under #21 f 05/04/15 Well ID# MW-13 Facility/Owner Name Facility ID# (ifapplieable) 3701 WEST WENDOVER AVENUE GREENSBORO 27407 Physical Address, City, and Zip GUILFORD Ceunh' Parcel Identification No. ('PIN) 5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees: (ifwell field, one tat/long is sufficient) 360 03' 26.24" N 790 52' 30.32" W 6. Is (are) the well(s): ©Permanent or ❑Temporary 7. Is this a repair to an existing well: ❑Yes or ElNo lfthis is a repair, fill out known swell construction titbrtnation and egplain the nalare of the repair under '121 remarks section at- on the back of this farm. 8. Number of wells constructed: 1 Far multiple h jection ar non -aster supply wells ONLY with the sane construction, you can submit one firm. 9. "Total well depth below land surface: 30.0 Por multiple swells list all depths ifdi&rent (example- 3 a 200' and 2@ 100') 10. Static water level below top of casing: 24.0 /f hater level is above caving, use " 80 14. WATER ZONES FROM '1'O DESCRIPTION fr. ft. 15, OUTER CASING for multi -cased wells) OR LBIIER if u r F120M '1'O DIAM ETE.12 )licable '1't11C'I:NESS 111A'1'EIHAL ft. ft. in. 16.,INNER CASING OR T[JBING "eothern"d'cfosed-loo r FROM TO DIAMETER 'THICKNESS MATERIAL 0.0 ft 15.0 ft' 2.0 in' SCH 40 PVC 17, SCREEN FROM TO DIAMETER SLOTSIZE 'THICKNESS MATERIAL 15.0 ff 30.0 ff• 2.0 "" .010 SCH 40 PVC ft. fL in. 18. GROUT FROM TO MATERIAL EMPI.e\CEMENT METHOD & AMOUNT 00 ft. 11.0 ft' PORTANOaENTONITE SLURRY It. ft. ft. fr. 19. SAND/GRAVEL PACK (if applicable) > FROM TO MATERIAL EMPLACEMENTMETHOD 13.0 ft' 30.0 ff• 20-40 FINE SILICA SAND ft. 20. DRILLING LOG (attach additional sheets Unnecessary) FROM TO DESCRIPTION (color, hardness, soittrocic type, Brain size, e(c.) 0.0 ft. 10 ft. CONCRETE 1.0 ft' 5.0 ft. GRAVEL 5.0 ff• 30.0 ff• RED/BROWN SANDY CLAYEY SILT ft. ft. ft. fr. ft. ft. ft. ft. 21. RENIARKS BENTONITE SEAL FROM 11.0 TO 13.0 FEET 22. Certification: 05/19/15 Signature of Cernhed \hell Contractor Date BY signing this farm, I hereby certify that the Drell(,+) "'as (mere) constructed in accordance Irith 15A NCAC 02C .0100 at- 1511 NCAC 02C .0200 Well Consiructon Siandards and that a copy gfthis record has been provided to the well owner. 23. Site diagram or additional well details: You may use the back of this page to provide additional well site details or well construction details. Yen may also attach additional pages ifnecessary. SUBMITTAL INSTUCTIONS 24a. For All shells: Submit this form within 30 days of completion of well construction to the following: (ft.) Division of Water Quality, Information Processing Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617 11. Borebole diameter: (in.) 241). For Iniection Wells: In addition to sending the form to the address in 24a AUGER above, also submit a copy of this form within 30 clays of completion of well 12. Well construction method: construction to the following: (i.e. auger, rotary, cable, direct push, etc.) Division of Water Quality, Underground Injection Control Program, FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636 13a. Yield (gilm) Method of test: 24c. For Water Supply & Iniection Wells: In addition to sending the form to the address(es) above, also submit one copy of this form within 30 days of 13b. Disinfection type: Amount: completion of well construction to the county health department of the comity where constructed. Form GW-t North Carolina Department of Environment and Nattual Resources - Division of Water Quality Revised Jan. 2013 WELL CONSTRUCTION RECORD This form can be used for single or multiple wells 1. Well Contractor Information: VINCE FEDERLE Well Contractor Name _... A - 3552 NC Well Contractor Certification Number GEOLOGIC EXPLORATION, INC Company Name 2. Well Construction Permit!/: List all applicable well comiruction permits (i.e. County, State, Variance, etc.) 3. Well Use (check well use): Water Supply Well: ❑Agricultural ❑Geothermal (Ileating/Cooling Supply) ❑Industrial/Commercial ❑Municipal/Public ❑Residential Water Supply (single) ❑Residential Water Supply (shared) ❑irrl atlon Non -Water Supply Well: ❑Monitoring ❑Recovery ❑Aquifer Recharge ❑Aquifer Storage and Recovery ❑Aquifer Test ❑Experimental Technology ❑Geothermal (Closed Loop) ❑Geothermal (Heating/Cooling ❑Groundwater Remediation ❑Salinity Barrier ❑Stormwater Drainage ❑Subsidence Control ❑Tracer ❑Other (explain under 921 I 4. Date Well(s) Completed: 05/04/15 Well ID# MW-14 5a. Well Location: USPS Facility/Owner Name Facility ID# (if applicable) 3701 WEST WENDOVER AVENUE GREENSBORO 27407 Physical Address, City, and Zip GUILFORD Comity Parcel Identification No. (PIN) 5b. Latitude and Longitude in degrees/minutes/seconds or decinull degrees (ifwell field, one lat/long is sufficient) 360 03' 26.24" N 790 52' 30.32" 6. Is (are) the well(s): ©Permanent or ❑Temporary 7. Is this it repair to an existing well: ❑Yes or R)No I1'11ds is a repair, fill out known well construction in/bri nation and explain the nature of7he repair under 1121 remarks section at, on the back of 1his foruh. 1 For Internal Use ONLY: 14. WATER ZONES FROM TO DESCRIPTION f't. I ft. LINE R if a t lichblc 15: OUTER CASING iiir multi -cased wells) oRTER FROM TO DIAME'R ' CKNE55 MATERIAL, ft. I ft. I ill. 16. INNER CASING OR TUBING eothernriil`closed-loop)' FROM 'I'O1 DIAMETER THICKNESS MATERIAL 0.0 ft' 15.0 ft• 2.0 in. SCH 40 PVC ft. I ft. in. 17 SCREEN FROM TO WAMETER I SLOTSIZC I THICKNESS MATERIAL 15.0 "' 30.0 ft. 2.0 "'' .010 SCH 40 PVC ft. ft. in• 7& GROUT FROM f0 MATERIAL EMIPLACEMEN'I'AIETIIOD&ANIOUN"r 0.0 ft. 11.0 ft. PORTI NDDENTONITE SLURRY ft. et, 19. SAND/GRAVEL PACK (if a t rlicable FROM TO MA•I'ERIAL EMPLACEMENTMETHOD 13.0 ft. 30.0 ft. 20-40 FINE SILICA SAND ft. ft. 20. DRILLING LOG (attach additional sheets if necessary) FROM TO DESCRIPTION (culor, hardness, suiVrocic type, grain size, etc.) 0.0 ft' 1.0 ft' CONCRETE 1.0 f` 5.0 ft• GRAVEL 5.0 ft. 30.0 ft. RED/BROWN SANDY CLAYEY SILT ft. ft. ft. ft. ft. fr. ft. ft. 21. REINIARKS BENTONITE SEAL FROM 11.0 TO 13.0 FEET 22. Certification: 05/19/15 Signature oCCertified Well Contractor Date fIp .signing this form, 1 hereby certify that the trel7(sJ was (here) constructed in accordance with 15A NCAC 02C .0100 or I5A NCAC 02C .0200 Well Constniction Standards and that a copy of this record has been provided to the well owner. 23. Site diagram or additional well details: You may use the back of this page to provide additional well site details or well 9. Number of wells constructed: construction details. You may also attach additional pages if necessary. hor nnrltiple it(jection or non -water supply wells ONLY with the sane construction, you can subunit one faun. SUBMITTAL INSTUCTIONS 9. Total well depth below land surface: 30.0 (ft,) 24a. For All Wells: Submit this form within 30 days of completion of well Par nn ltiple wells list all depths if'clJjerent (evanhple- .3@200' and 2@100') construction to the following: 10. Static water level below to of casing: 24.0 Division of Water Quality, Information Processing Unit, P � (I�t•) Q yt g Iflrater level is above casing, use "+" 1617 Mail Service Center, Raleigh, NC 27699-1617 11. Borehole diameter: 8.0 (in.) 24b. For Injection Wells: In addition to sending the form to the address in 24a AUGER above, also submit a copy of this form within 30 clays of completion of well 12. Well construction rnethorl: construction to the following: (i.e. auger, rotary, cable, direct push, etc.) Division of Water Quality, Underground Injection Control Program, FOR WATER SUPPLY WELLS ONLY: 1636 (flail Service Center, Raleigh, NC 27699-1636 13a. Yield (gpm) Alethod of test: 24c. For Water Supply c& Iniection Wells: In addition to sending the form to the address(es) above, also submit one copy of this form within 30 days of 13b. Disinfection type: Amount: completion of well construction to the county health department of the County where constructed. Form GW-I North Carolina Department of Environment and Natural Resources - Division of Water Quality Revised Jan. 2013 Notice of Intent to Construct or Operate Injection Wells United States Postal Service — Bulk Mail Center, Greensboro, North Carolina APPENDIX B MSDS FORM �ATC E>tE�RONMEN1AL • OEUMMICAL N1111GISG iE1UM • WIMILMSI N6 ;w,. BIQ-CAT Microbials Form: Powder Safety Data Sheet Section 1: Identification Product Identifier: EnviroBac Other Identifier: NONE Recommended Use: See Product Literature Supplier Information: 689 Canterbury Rd Shakopee, MN 55379 (p)952-445-4251 (f) 952-445-7233 info@bio-cat.comwww.bio-cot.com Emeraencv Phone: 434-589-4777 8am - 4Dm EST I Section 2: Hazard Identification I Hazard Classification: Eye Damage/Irritation Category 2B Skin Corrosion/Irritation Category 2 Signal Word: Warning Hazard Statements: H315 Causes skin irritation. H320 Causes eye irritation. I Pictogram(s): r Precautionary Statement(s): P264 Wash face and hands thoroughly after handling. P280 Wear protective gloves/protective clothing/eye protection/face protection. Response Statement(s): P302/352 IF ON SKIN: Wash with plenty of water. P305/351 /338 IF IN EYES: Rinse cautiously with water for several minutes. Remove contact lenses, if present and easy to do. Continue rinsing. Immediately call a poison center/doctor. P308/31 1 IF exposed or concerned: call a poison center/doctor. P332/313 If irritation occurs: get medical advice/attention. P337/313 If eye irritation persists: get medical advice/attention. P362/364 Take off contaminated clothing and wash it before reuse. Hazards Not Otherwise Categorized: Moderate Resoiratory Irritant Section 3: Composition/ Information on Ingredients Name: Proprietary bacterial blend CAS Number: N/A %by weight: 3.5-6% Name: Maltodextrin CAS Number: 9050-36-3 %by weight: 2-3.5% Name: Sodium chloride CAS Number: 7647-14-5 %by weight: Remainder % Section 4: First -Aid Measures Inhalation: If inhaled remove from contaminated area to fresh air. Report the situation. Seek medical attention if allergic response is exhibited. Page 1 of 3 ;w,. BIQ-CAT Microbials Eye Contact: In case of contact with eyes, flush eyes with low pressure water for at least 15 minutes. If irritation develops, seek medical attention. Skin Contact: In case of contact with skin, wash skin with soap and cold water. Remove contaminated clothing and wash. Ingestion: If swallowed, rinse mouth and throat thoroughly with tap water. Drink water. Section 5: Fire -Fighting Measures Suitable Extinguishing Media: Standard procedure for chemical fires. Foam. Water. Non -Suitable Extinguishing Media: None Specific Exposure Hazards: None Protective Eauipment: No special reauirements Section 6: Accidental Release Measures Personal precautions, Use only with adequate ventilation/personal protection. Avoid breathing Emergency Procedures: dust or spray mist. Avoid formation of dust and aerosols. (See section 8). Containment methods: Prevent further leakage or spillage if safe to do so. Cleanup Procedures: Contain and remove spilled product by mechanical means or with a vacuum cleaner equipped with a high efficiency filter. Avoid formation of aerosol. Section 7: Handling and Storage Safe Handling: Never handle powder without appropriate personal protective equipment in accordance with Section 8. Avoid formation of dust. Avoid splashing and high pressure washing. Ensure good ventilation of the room when handling this product. Storage: Keep container tightly closed in a cool, dry, well ventilated place. Section 8: Exposure Controls/Personal Protection Appropriate engineering controls: Adequate ventilation required for dusty conditions Eye/face protection: Wear protective glasses or eye shield Skin protection: Impermeable gloves recommended Respiratory Protection: Use NIOSH approved respiratory rotection such as full face mask Section 9: Physical and Chemical Properties Appearance: Odor: Odor Threshold: pH: Melting point/freezing point: Initial boiling point and boiling range: Flash point: Light to dark tan colored powder Characteristic fermentation odor Not available Not available Not available Not available Not available Evaporation rate: Not available Flammability (solid, gas): Not available Upper/lower flammability or explosive limits: Not available Vapor Pressure: Not available Vapor Density: Not available Relative Density: Not available Solubility: Soluble Partition coefficient: n-octonol/water: Not available Auto -ignition temperature: Not available Decomposition temperature: Not available Viscosity: Not available Page 2 of 3 ;W'- B10-CAT Microbials Section 10: Stability and Reactivity Reactivity: Not available Chemical Stability: Stable under normal storage conditions Hazardous reactions: Not available Conditions to avoid: Not available Incompatible materials: Not available Hazardous Decomposition Products: Not available Section 11: Toxicological Information Routes of Exposure: Eye contact, skin contact, ingestion, inhalation Symptoms: Immediate: Delayed: Acute toxicity: Eye Irritation: Skin Irritation: Respiratory Irritation: Sensitization towards product: Germ cell mutagenicity: Reproductive toxicity: Carcinoqenicitv: May cause irritation to the eyes, skin, mucus membranes, and the upper respiratory tract Not available Not available May cause minor irritation May cause minor irritation May cause minor irritation There is no evidence of sensitizing potential Not available Not expected to produce reproductive toxicity Not classified as a carcinogen by IARC, OSHA, or NTP Section 12: Ecological Information Ecotoxicity: Not available Persistence and degradability: Product is readily biodegradable Bioaccumulative potential: Not available Mobility in soil: Not available Other adverse effects: Not available Section 13: Disposal Considerations No special disposal method required, except that in accordance to all applicable federal, state, and local regulations. Section 14: Transport Information Harmonized Tariff Code: 3002.90.10 (for Microbials) UN Number: Not classified UN Proper Shipping Name: Not classified Transportation Hazard Class: Not classified Packing Group: Not classified Transport Environmental Hazard: Not classified Transport Special Precautions: Not classified MARPOL: Not classified Section 15: Regulatory Information All components of this product are listed or exempt from listina on the TSCA Inventorv. Section 1 b: Other Information Revision History: Effective Date: 04/25/17 Supersedes: First Issue GHS 2015 FORMAT The information contained in this Safety Data Sheet, as of the issue date, is believed to be true and correct. However, the accuracy or completeness of this information and any recommendations or suggestions are made without warranty or guarantee. Since the conditions of use are beyond the control of the company, it is the responsibility of the user to determine the conditions of safe use of this product. The information does not represent analytical specifications. END OF SIDS Page 3 of 3