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Home My WebLink AboutWI0800532_DEEMED FILES_20191217Permit Number Program Category Deemed Ground Water Permit Type WI0800532 Injection Deemed In-situ Groundwater Remediation Well Primary Reviewer shristi.shrestha Coastal SWRule Permitted Flow Facility Facility Na""!e Tommy's Quick Shop Site Location Address 2461 Carolina Beach Rd Wilmington Owner Owner Name Cbr Enterprises Dates/Events NC Orig Issue 12/17/2019 App Received 12/9/2019 Regulated Activities Groundwater remediation Outfall Waterbody Name 28401 Draft Initiated Scheduled Issuance Public Notice J Central Files: APB" SWP 12/17/2019 Permit Tracking Slip Status Active Version 1.00 Project Type New Project Permit Classification Individual Perm it Contact Affiliation Major/Minor Minor Region Wilmington County New Hanover Facility Contact Affiliation Owner Type Non-Government Owner Affiliation Atalla M. Atalla 4709 Wedgefiled Dr Wilmington Issue 12/17/2019 Effective 12/17/2019 NC 28409 Expiration Requested /Received Events Streamlndex Number Current Class Subbasin FeNorth Carolina Department of Environmental Quality — Division of Water Resources NOTIFICATION OF INTENT (NOI) TO CONSTRUCT OR OPERATE INJECTION WELLS The faifowing are `;rermhted by rude' and do not require an individual permit when constructed in accordance with the ruler of 154 NBC 02C.020Q (NOTE: This form must he reserved at bust 14 DAYS prior to infection] tQUIFER TEST WELLS t15ANCAC 02C .0x-2i1) f hese wells are used to inject uncontaminated fluid into an aquifer to determine aquifer hydraulic characteristics_ IN SITU REMEDLATION (I5ANNc4c 02C .O2241 or TRACER WELLS Lsit NCAV 02C 0 29): 1) Passive Injection Systems - in -well delivery systems to diffuse iajectants into the subsurface. Examples include ORC socks, iSOC systems, and other gas infit_sion methods (Note: injection Event Records (MR) do not need to be submitted for replacement of each sock used in ORC systems), ?) Small-S(ale Injection Operations — Injection wells located within a land surface area not to exceed 10,000 square feet far 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 Peet. 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 +helis 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 reoufred to conduct more than une pilot test on anti 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 Infarrnation. Illegible Submittals Will Be Returned As Incomplete. DATE: July 1 2019 PERMIT NO. J.s► a' d D S 3 2- (to be Filled in by DWR) WELL TYPE TO BE CONSTRUCTED OR OPERATED (1) Air injection Well Complete sections/El through F. K, N (2) Aquifer Test Welt • Complete sections B through F, K, N (3) Passive Injection System Complete sections B through F, U-N (4) X Small -Scale Injection Operation Complete sections B through N (S) Pilot Test Complete sections 13 through N Tracer Injection Well , .,- Complete sections B through N ii STATUS OF WELL OWNER: Business/Organization {;. WELL OWNER(S) — State name of Business/Agency, and Name and Tide of person delegated authority to sign on behalf of the business or agency: Names): CBR Inc. Mailing Address: 4709 Wedr efietd !'1VC City: Wilminit State: NC Zip Code: 28409 County: New Hanover Day Tele No.: 910.367.3156 EMAIL Address: tommy.alij e.com Fax No.: D. PROPERTY OWNER(S) (if different than well ownerlapplrcantl Name and Same Company Name Mailing Address: Cell No.. Enterprises City: Stare: _ Zip Code: County Flay Tele No.: Cell No.: EMAIL Address: Fax No.. E. PROJECT CONTACT (Typically Environmental Engineering Firm) 'i'itla: Name and Title: leffreN Ballsirp.ler Director of Environment Services Company Name Frown Environmental Greek., fnc. Mailing Address: 120 Fayette Street City: Winatopl-Salem Slate: INC Zip Code: 27101 County: Forsyth Day Tele No.: 336.722.9999 Cell No. 336.782_9725 EMAIL Address:(haltsieper{et}iengr'essenvironmental.eom Fax No.. 336.722.9998 F. PHYSICAL LOCATION OF WELL SITE ( 1) Facility Name & Address: Tamrtt 's ick Sh Site Road City: Wilmington Cade: 28401 (2) Geographic Coordinates: Latitudes*: 346. 193741 Longitude**: -77 .93522D Reference Datum - County_ 2461 Carolina Beach New Hanover 11 or " or Zip Accuracy: Method of Collection: GaoeleEatth * *FOR AIR 11+JIEC11ON AND AQUIFER MST WELLS ONLY: A FACILITY SITE MAP Wftll PROPERTY BOUNDARIES MAY BE SUBMffTLD IN 1,/E 1 OF GEOGRAPHIC COORDINATES. G. TREATMENT AREA Land surface area of contaminant plume•. Land surface area of injwelt network: injections) lUl square feet Percent of contaminant plume area to be treated: injections) 1QQ square feet 1< IO,OUO ft for small-scale 1% (must be < 5% of plume for pilot test INJECTION ZONE MAPS— Attach the following to the notification. Contaminant plume map(s) with isoeoneentration Tines 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 Cross -sections) to the known nr projected depth of contamination that show the horizontal and vertical extent of the contaminant plume w soil and groundwater, changes in Ethology, existing and proposed monitoring wells, and existing and proposed injection wells_ Potentinmotric surface map(s) indicating the rate and direction of groundwater movement, plus existing and proposed wells. 1. DESCRIPTION OF PROPOSED INJECTION ACl1V1'PLNS —Provide a beef narrative regarding the purpose, scope, and goals of the proposed injectirm activity. This should include the rate, volume, and duration of injection over time. Prowess will inject approximately 5 kilograms of Enviro-BAC mixed with up to 55-Gallons of water into monitoring well MW 1. The Enyito BAC will be infected into the molter throw,:1i a PVC tremie nine ur Pouring directly into the monitoring well. The trcmic [lit.e will extend to an aot+roximate depth of ten feet into the subsurface. Prorress anticipates iniectine Enviro-HAC into the ahalkLw :atuifet. J. APPROVED LNJFCT&NTS — Provide a MSDS for each injectant (attach additional sheets if necessary), NOTE: Only injectints approved by the NC Division of Public Health, Department of Health and Human Services con be rttjected Approved irgectonts can be found online at http , //de q . nc . go v/ab o at/d iris ion s/water--resources/water- resources-permits/wastewater-branch/ground-water- .P-rotection/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: BAcf"! Volume of injectant: 5 kg mixed with up to fifty-five gallons of water Concentration at point of injection: 100% Percent if in a mixture with other injectants: NIA Injectant: Volume of injectant: Concentration at point of injection: Percent if in a mixture with other injectants: Injectant: Volume of injectant: Concentration at point of injection: Percent if in a mixture with other injectants: K. WELL CONSTRUCTION DATA (1) Number of injection wells: N/A Proposed 1 Existing (provide GW-ls) (2) For Proposed wells or Existing wells not having GW-ls, 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 deplb, screen, and sand pack ( c) Well contractor name and certification number L. SCHEDULES-Briefly describe the schedule for well construction and injection activities. Planned in jection activities to occur in Jul y 2019. Subsequent sam pling activities to occur a pproximatel v 30 and 60 days from injection. 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. Progress will collect a l!TOUndwater sample from each monitoring well approximately 30 days subsequent to the injection event. The groundwater samples will be anal yzed for volatile org anic com pounds using Standard Method 6200B. The Lrr,pundwater sample will also be anal%red for bacteria counts before and foitowine the injecttgp. Signature of Ap at t,(J)-- Attu_ SIGNATURE OF APPLICANT AND PROPERTY OWNER Well Owner/AorLican(: "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 far obtaining said information, 1 believe that the information is tree, accurate and complete. 1 am aware that there are significant penalties, including the possibility of fines and bnprtsonment. for submitting false ixfarenatton. I agree to construct, operate, maintain, repair, and if applicable, abandon the injection well and all related appurtenances in accordance with the 15ANGAC 02C 0200 Rules. " - L04-P Print or Type Foil Name and Title Property Owner (if the property is not owned by the Weil (honer/ApplicanI. : "As owner of the property on which the injection wells) ore to be constructed and operater4 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 (j 4 ,VCAC 02C , 0200f. " "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 Iand shall be deemed to vest ownership in the land owner, in the absence of contrary agreement in writing. Signature* of Propertp Owner (it different from applicant) Print or Type Full Name and 'Nile *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) weeps prior to injection to; DWR— UIC Program 1636 Mall Service Center Raleigh, NC 27699-1636 Telephone: (919) 807-6464 D:erred Perauttod GW Remediaaioo NOI Rev. 3-21-2018 Page 3 Figure 1 Topographic Site Map Tommy's Quick Shop Site 2461 Carolina Beach Road Wilmington, New Hanover County, North Carolina '-25 s i 001.A 1 `�F �x ❑ A N1�5 { w f ?R. - Y 9 ppeFEAR111.4 PYARD, 8LVD r' N wrctrii-MSOALPR tti r-AAVIC AR P.O. Box 5884 Winston-Salem, NC 27113 Telephone: (336) 722-9999 Pax: (336) 722-9998 l4'IP I, •prrat. r!'-S,e•J Y:ru�irn['.ri(r:L, {•,rri , fG (71 I�rV �\ - - m sue' ILC 1 4 `� 11 SiteGfBRIdWR, jl 'Y _ Me?mriabi PEtk.Cam krr - ' -1._ , -.A._.--'''' , f}1 r-'_l ri3 .CP;4' 1 Wilmington, N. C. Date: 2016 United States Department of the Interior United States Geological Survey 7.5 Minute Series Topographic Map Contour Interval: 10 feet Approximate Scale: 1:24,000 J -��tiitPYAR9 $�Y�� 14, • ▪ If. ti.. • fi▪ r - ' _ ,'- a {i \ �k r 40_ '. Project: Tommy's Quick Shop 1 Client CBR Enterprises Progress Job #: 1018085.001 Date: August 2018 4 LEGEND • /NIpinY@oundva , Jrim iq{ Wh$1 Laceliern I r n}po::n.g. pcywsy f inr DI : JAB CAC: JSL AUfi 210,Ili S I-M 1" SO. -$ P[Ogress Environmental Group, Inc. 120 Fayette Street W i c* -Salem, North Oirolina 27301 036y 722-9 • NuT rLE Site MapTO> s Quick Shop Sire �1t Carolina Beach Road Wilmington, North Carolina I>ter]]}]r¢.N MLI u FIGURE 2 R,IZ' 0 N r, vt j • f LEGEND ▪ F'xin[i lig OPLINOIMMCK ▪ r*KliLuing Well 1 tion With aewti.r ii erdwatr Eirymfio l ceexelelwello'1.9091.241 C.1 am`d C;ruuudwwxr now nlrernn> AtXC7 2718 r PRc%'altks utlRlwSA14I 1' • cte toe Progress Environmental Group, Inc 12i1 Farztte Skeet Winswn-Salem Meath Carolina 27101 (336) 72 -0999 DRAWING TITLE Groundwater Flow Map Toannys Quick Shop Site 2461 Carolina Beach Road Wilmington, North Carolina REV FIGURE 4 0 LEGEND MYI�S1.4o14ca L7i2.: deli CNC.: JCL SCAT-Ne SHOWfV prorxrrn.: IWSQg1 ww.plopnslmen.kco eneelma Progress Environmental Group, Inc. 120 Fayette Street Wii n-Salurn, Nunh Ca:vlin12710I (336) "i>2-9999 IcN;.0-4)/f.°1 — ti'C 12.8.11EINS11111-E Crass -Section Locations ]4MMp 'Liwruny's Quick Shop Site 2461 Carolina Beach Road Wilmington, North Carolina IN[AW'}N[ NI AMU; FIGURE 8 nI V I L7 100 70 60 A 0 riHaterigaravel Fine Rained Sand Sand Clay Clayey SandISandy CLay Ealimaxed area of groundyNaar invaded atom Ina AC 21 Gnalmde//83 r auarrly Sinrclaith. MW-5 MW-7 MW-1 mow DW-1 MW-4 1 96.34 55 110 v 165 VERTICAL SCALE: As shown in feet HORIZONTAL SCALE: As shown in feet mom' maif Figure 91/F NIG /3 F"greSS uract.v ENVIRONMENTAL GROUP; INC. AUG. P.O. Bo/ SOX WINS/0/1-SAIE 3401:114CARIXIMA 2r113 PHOFE Xi& 722.9999 FPX 93E722J066 A' 220 FIGURE 9 SOIL CROSS-SEC11ONMDA TOMMYS QUICK SHOP 2461 CAROLINA BEACH ROAD WILMINGTON!. 140R1ll CAROLINA 100 80 B Fromm MW-4 96.54 1 MW-6 SLOT 91.79 30min so Rne Craned Sand c.r� JAB diMe del grated area of grourddlfer irrpocted abode lire NC 2 Grouldriakr [wetly sty slloxm iu Ffpue10.5XF 901 VERTICAL SCALE: As shown in feet HORIZONTAL SCALE As shown in feet A.R "' AUG s� MG IN Progress ENVIRONMENTAL GROUP, INC. P.O Box HIBIRTON-SALEIA NORTH CARoulw2lns PHOW 13r.T2298➢e FAX 33E.722.BNB B' 120 FIGURE 10 SOIL CROSS-SECTION BTO TOMMY'S QUICK SHOP 2461 CAROLINA BEACH ROAD *AIILMINGTON, NORTH CNROLINA Monitoring Well ID MW-1 MW-2 MW-3 MW-4 MW-5 MW-6 MW-7 DW-1 TABLEB-7 WELL CONSTRUCTION INFORMATION GROUNDWATER MONITORING REPORT TOMMY'S QUICK SHOP SITE 2461 CAROLINA BEACH ROAD WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA NCDEQ INCIDENT NO.: 43081 Wei Screened Total Depthtio Installation Diameter Interval Depth to Water Relative Elevation Date (inches) (feet) (feet) (feetTOC) (feet TOC )** 9130/2019 11/29/2017 2 5-15 15 8.00 100.00 11/29/2017 2 5-15 15 6.51 97.91 11/29/2017 2 5-15 15 8.23 100.62 11/29/2017 2 5-15 15 6.61 96.34 7/12/2018 2 3.5-13.5 13.5 8.40 101.09 7/13/2018 2 5-15 15 6.58 97 .97 7/13/2018 2 5-15 15 3.36 91.82 7/12 & 13/2018 2 30-35 35 7 .65 98 .96 Gronndwater Elevation (feet) 92.00 91.40 92 .39 89.73 92.69 91.39 88.46 91.31