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NCG140506_Application_20220504
/uc 6 4050 6 Iq KO Division of Energy, Mineral and Land Resources Stormwater Program National Pollutant Discharge Elimination System Environmental Quality NCG140000 NOTICE 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 maybe 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 exceedance of any of these limitations will result in a violation of the permit conditions. For guestions, contact the DEMLR Central Office or Regional Office In your area. See a e 8 (Please print or type) 1) Mailing address of ownerloperator (official address to which all permit correspondence will be mailed): , t Legal Company Name BLUet>oT �`E'R��`(V IX ti"L"C (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 28 below) �iZEi �OLuhFrZ Street Address _ City Telephone No. Alternate ContactName I13So '5At1J Sc Alternate Contact Telephone (if different) 2) Location of facility producing discharge: Facility Name Street Address City m State N C- ZIP Code Email 'TL�OW D L-� el Email (if different) ,� 76LI Z ZIP Code ZR 7 -4 rC [ZbA�t 1.AI�`Cp1 County Facility N1 L>C-V- '6 5U czL� Contact n-izE L-owt�f-iZ Telephone No. O43o L - 560D Email A'btAAIY-- CZ 3) Physical location information: Please provide narrative directions to the facility (use street names, state road numbers, and distance and direction from a roadway intersection). �02 C!k /RD.� Cr r xiTo- h'-�, S V::17-OM. Ot�;!> IJA��oNS iZn (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. 11441I is Longitude bo, ?,17450 0 (deg., min, sec o eclma RECEIVED MAY 0 n 2022, Page 1 of 8 SWU-NCGI4-NOI — Last revised 9/01/2017 D9MS MAYaterProgram NCG140000 N.O.I. 5) This NPDES Permit Application applies to the following (check all that apply): XNew or Proposed Facility ❑ Existing Facility Date operation is to begin ! • pq 15 707-7— J Date operation began 6) Consultant's application information: Consultant: CjAt7f • '4V H t_� tA Consulting Firm:7-t-Souy-6 aNA66AAC-NC ttsSOC E m Mailing Address:I23 �1r�py 6,ccl�zl STD d E q v z .1 City: State: tAC, OS Zip Code: ` E �� o Phone: Co Email:-t>ou& &-TZ-MAc-ru=etJ 40tA o 2 O a Zugg 7) Provide the 4 digit Standard Industrial Classification Code (SIC Cc industrial activity at this facility: SIC Code: 7 Z 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.) Ma4l�diag c lo,�C�Z�Z rJ��gCTi�iztti]G Stormwater Discharge, Wastewater Treatment & Discharge and Permitting Information 9) Discharge points / Receiving waters: What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the facility stoma ater and/or wastewater discharges will end up in? SU G hlz G�EEIL (11- t;7 To find the waterbody, please see the NC Surface Waterbody Classifications map at https://deq.nc.gov/about/divisionstwater-resou rces/water-resou rces-science-data Receiving water classification(s) for the waters: If the site will discharge to a separate storm sewer system, name the operator of the separate storm sewer system (e.g. City of Raleigh municipal storm sewer). Page 2 of 8 SWU-NCG14-NOI Last revised 8/01/2017 NCG140000 N.O.I. List discharge points (outfalls) that convey discharge from the site (both on -site and off -site) and location coordinates. Attach additional sheets if necessary, or note that this information is specified on the site plan. Be sure to indicate a type for each outfall listed below as Stormwater only, Wastewater only or Wastewater Commingled with Stormwater Outfall No. b0t Stormwater only ❑ Wastewater only Wastewater Commingled with Stormwater Latitude (degrees/minutes/seconds): 114 ( N Longitude (degrees/minutes/seconds): _cbO. 13717651 W Outfall No. 00 7— Stormwater only ❑ Wastewater only Latitude (degrees/minutes/seconds): I 1 47- Longitude (degrees/minutes/seconds): 270. W Outfall No. W2�1 Stormwater only gl Wastewater only Latitude (degrees/minutes/seconds): 3S. 11 All-644 Longitude (degrees/minutes/seconds): 00. CIO 13 W Outfall No. _ Stormwater only ❑ Wastewater only Latitude (degrees/minutes/seconds): Longitude (degrees/minutes/seconds): W Outfall No. _ Stormwater only ❑ Wastewater only Latitude (degrees/minutes/seconds): Longitude (degrees/minutes/seconds): MI N Wastewater Commingled with Stormwater Wastewater Commingled with Stormwater Wastewater Commingled with Stormwater Wastewater Commingled with Stormwater Outfall No. _ Stormwater only ❑ Wastewater only Wastewater Commingled with Stormwater Latitude (degrees/minutes/seconds): Longitude (degrees/minutes/seconds): W Outfall No. _ Stormwater only ❑ Wastewater only Wastewater Commingled with Stormwater Latitude (degrees/minutes/seconds): Longitude (degrees/minutes/seconds): W Will this facility discharge wastewater to SA (Shellfish) waters? ❑ Yes �'l No Note: Discharge of process wastewater to receiving waters classified as Critical Area (CA) must be reviewed by the N.C. Division of Water Resources, Public Water Supply Section ahead of approval. No new discharges of process wastewater are permitted in receiving waters classified as WS-1 or freshwater ORW. You must show all discharge points clearly on the submitted site plan. Be advised that NCDEQ may require you to apply for an individual permit, based on proposed discharge rates and receiving stream conditions (low flows, impairments, etc.) Page 3 of 8 SWU-NCG14-NOI Last revised 8/01/2017 NCG140000 N.O.I. 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 o Location(s) of streams and/or wetlands the site is draining to, and any applicable buffers o Site property lines, North Arrow, and bar scale o If applicable, the 100-year floodplain 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: 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 (NOVs)? Vo ❑ Yes Wastewater: 12) What types of wastewater does your facility generate or discharge? Type of Authorized Wastewater Generate Discharge Sent to WW Treatment S stem Vehicle and equipment cleaning E ❑ ❑❑/ ❑ Wetting of raw material stockpiles RM LAIC ❑ Mixing drum cleaning MD ❑ Further explanation, if necessary: 13) Will your facility spray -down or actively wet aggregate piles? ❑ No )Kes 14) Does the facility use any of the following on site? ❑ Phosphorus -containing Detergents ❑ Brighteners ❑ Other Cleaning Agents ❑ Non -Phosphorus -containing Detergents ❑ Other: Page 4 of 8 SWU-NCG14-NOI Last revised 8/01/2017 NCG140000 N.O.I. 15) Are wastewater treatment facilities planned in the 100-year flood plain? �Ao ❑ Yes 16) Will your facility build a closed -loop recycle system (CLRSs) that meets design requirements in 15A i - NCAC 02T.1000 and hold your facilities' working volume'? ❑ Yes ❑ No If Yes, STOP COMPLETION of this permit. Contact DWR Non -Discharge Permitting Program for permitting requirements. 17) 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 i rRM ❑ MD b) Connection to a Municipal or Regional Sewer Collection System: i) Are there existing sewer lines within a one -mile radius? ..................................... r Yes ❑ No (1) If Yes, will the wastewater treatment plant (WWfP) accept the wastewater? ....VYes ❑ No (a) If No, please attach a letter documenting that the WWfP will not accept the wastewater. (b) Jf Yes, is it feasible to connect to the W WTP? Why or why not?* c) Surface or Subsurface Disposal System (e.g., spray irrigation): i) Is a surface or subsurface disposal technologically feasible (possible)? .................... ❑ Yes t'Flo Why or Why not? VUt.VML— W0O $,> AAA A64- Ti+t(. iNi �st131 E ii) Is a surface or subsurfce disposal system feasible to implement?*-.. ...... - ................ ❑ Yes "Jo Why or Why not? ijUT FEAr;Le totJ6,.1 1/ot.,v4L d F7t7-.(-0 !(r� iii) What is the feasibility of employing a subsurface or surface discharge as compared to a direct discharge to surface waters?* N tX F= A s i FF, D u� Tb V D i UAAf 7i l,, y_F W 1=i 2—EOt/ 6w�GY d) 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?* ... IKYes ❑ No i) If No, contact DEMLR's Land Application Unit to determine permitting requirements. e) 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 '?'9_ No'K-- You may be asked to provide further information to support your answers to these questions after the initial review. Feasibility should take into account initial and recurring costs. PoW6Vbcr-1 k� G0MtA6"C&_A46,.)r ov- 0'i'E37�-RorlS rT MA-f T5E 'TN AT- Ti4uzE A zP E 40 N Di1- 5 ' CaZM WA T6Z_ I> I5C 4 A lz�E-vt-. or= AAr-j —tt p& .� Page 5 of 8 SWU-NCG14-NOI Last revised 8/01/2017 NCG140000 N.O.I. Stormwater: 18) Does this facility employ any best management practices for Stonnwater control? ❑ No ❑ Yes If yes, please briefly describe_ 0YO n) OF cr1-&-CZATk'D1-)S , STc72f� 19) Does this facility have a Stormwater H yes, when was it Prevention Plan? ❑ No N es 20) Are vehicle maintenance activities (VMA) occurring or planned at this facility? ❑ No)�Yes B yes, does your VMA area discharge into your wastewater treatment device? Q�Jo ❑ Yes Other/Pennittinsl: 21) Does this facility have a Division of Land Resources Erosion & Sedimentation Control (E&SC) Permit? o ❑ Yes �N f yes, list the permit numbers for all current E&SC permits for this facility: 22) Is your facility subject to Phase II Post -Construction Area? XNo ❑ Yes If yes, who is the permitting authority? 23) Is your facility located in one of the 20 Coastal Counties? ❑ Yes 010 Is your facility adding more than 10,000 ftz of built -upon area or CAMA Major Permit? ❑ Yes ❑ No 24) 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 ❑ Yes If yes, please attach your approval from the permitting authority to do so. 25) Does this facility have any other NPDES permits? �k No ❑ Yes If yes, list the permit numbers for all current NPDES permits for this facility: 26) Does this facility have any Non -Discharge permits (ex: recycle permits)?yNo❑Yes ROT 1- 1 If yes, list the permit numbers for all current Non -Discharge permits for this facility: i 44VLkEz� 'Pbe-- 27) Hazardous Waste: U PDT QPE C t r� a) Is this facility a Hazardous Waste Treatment, Storage, or Disposal Facility? 5k o ❑ Yes b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of hazardous ss waste? ❑ No LZCs c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of hazardous waste? IRI�o ❑ Yes d) Type(s) of waste: `- How is material stored: �o Zed i N S6G� cc� �r5 c� a 6 zS R t7 �� OFF Where is material stored: Lc>O-Ck OJ Aeon Z Ft kt h> OA .I�ST�A Page 6 of 8 SWU-NCG14-NOI Last revised 8/01/2017 04195 [eI1AANK031 How many disposal shipments per year: Name of transport / disposal vendor: jZ Vendor address: Pb BeY ►►DRO L Final Checklist This application will be returned as incomplete unless all of the following items have been included: d Check for $100 made payable to NCDEQ. Ld This completed application and all supporting documentation. See Question 10. tf �' 5( 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). Two (2) site plans depicting the site plan with numbered outfalls which indicate stormwater and wastewater outfalls. See Question 10. G7 A county map or USGS quad sheet with location of facility clearly marked. 28) Signatory Requirements (per 40 CFR 122.22) All applications, 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 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 or the proprietor, respectively; or (3) For a municipality, state, federal, or other public agency: by either a principal executive officer or ranking elected official. 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 fled 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 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 miss of the [Environmental 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. 1 Printed Name of Person Sianina:--T—r C14 L0 IAA fl r Of 3- 21— 2.2, (Date Signed) Page 7 of 8 SWU-NCG14-NOI Last revised 8/0112017 NCG140000 N.O.I. Notice of Intent must be accompanied by a check or money order for $100.00 made payable to: NCDEQ Mail the entire package to: DEMLR - Stormwater Program Dept. of Environmental Quality 1612 Mail Service Center Raleigh, North Carolina 27699-1612 Note The submission of this document does not guarantee the issuance of an NPDES permit. For questions, please contact the DEMLR Regional Office for your area. DEMLR Regional Office Contact 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 Page 8 of 8 SWU-NCGI4-NO] Last revised 8/01/2017 (R.- LIMITED LIABILITY COMPANY ANNUAL REPORT [OQUV NAME OF LIMITED LIABILITY COMPANY: Blue Dot Readi-MIX LLC SECRETARY OF STATE ID NUMBER: 0747976 STATE OF FORMATION: NC REPORT FOR THE CALENDAR YEAR: 2021 SECTION A: REGISTERED AGENT'S INFORMATION 1. NAME OF REGISTERED AGENT: Griffin, Anthony C 2. SIGNATURE OF THE NEW REGISTERED AGENT: E - Filed Annual Report 0747976 CA202114714206 5/27/2021 05:30 SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT 3. REGISTERED AGENT OFFICE STREET ADDRESS & COUNTY 4. REGISTERED AGENT OFFICE MAILING ADDRESS 11301 Blair Rd Charlotte, NC 28227-6871 Mecklenburg County SECTION B: PRINCIPAL OFFICE INFORMATION 11301 Blair Rd Charlotte, NC 28227-6871 1. DESCRIPTION OF NATURE OF BUSINESS: Readi MIX Concrete Delivery 2. PRINCIPAL OFFICE PHONE NUMBER: (704) 545-2722 x 3. PRINCIPAL OFFICE EMAIL: Privacy Redaction 4. PRINCIPAL OFFICE STREETADDRESS 5. PRINCIPAL OFFICE MAILING ADDRESS 11301 Blair Rd 11301 Blair Rd Charlotte, NC 28227-6871 Charlotte, NC 28227-6871 6. Select one of the following if applicable. (Optional see Instructions) ❑ The company is a veteran -owned small business ❑ The company is a service -disabled veteran -owned small business SECTION C: COMPANY OFFICIALS (Enter additional company Officials in Section E.) NAME: Anthony C. Griffin NAME: TITLE: Manager TITLE: ADDRESS: 11301 Blair Road Charlotte, NC 28227 ADDRESS: NAME: TITLE: ADDRESS: SECTION D: CERTIFICATION OF ANNUAL REPORT Section D must be completed in its entirety by a person/business entity. Anthony C. Griffin Form must be signed by a Company official Gsted under Section C of This form. 5/27/2021 DATE Anthony C. Griffin Manager Print or Type Name of Company Official Print or Type Tile of Company Official This Annual Report has been filed electronically - MAIL TO: Secretary of State. Business Registration Division. Post Office Box 29625. Raleigh. NC 27626-0525 Line Drawing of Water Use Aggregate Stockpile Watercg �[ ].� (from hose/spriNckn) 'Load-N-Go' Rinse Rack Conc rete Truc ks Depart Site for Off -Site Delivery W hwdr brw.a —r 'wuh"* Inb &vn Rainfall Concrete (Mix) Plant LEGEND -sYan.mrna...<mn . Mm SbrMYv I.v d..tlYn Nme 1 Nvr. wY 2 Mtt lc mxNUbn W W ve Water from Public Source for Concrete Production Other Concrete a Raw Materials Settling Basin/Washout Basin (CLRS) - No Discharge Proposed m reartl.cmmxgas\wrw\nsw\ Nn+p.fm.NngNa4�tlNa.a1P serr.nrMCW n Off -Site Discharge to Sugar -Creek Resource A Management RMAssociates SENT VIA FEDEX DELIVERY April 29, 2022 DEMLR — Stormwater Program Dept. of Environmental Quality 888-RMA-0230 info@rmagreen.com www.rmagreen.com RECEIVED' Pt" 427 1612 Mail Service Center f)FJ�LR Stortnwatar Raleigh, NC 27699-1612 Re: Notice of Intent Submittal for Coverage under NCG140000 Proposed Blue Dot Ready -Mix, LLC (Ready Mixed) Concrete Plant Facility 10500 Old Nations Ford Road Pineville, Mecklenburg County, NC To Whom It May Concern: Enclosed please find the materials identified below as a Notice of Intent (NOI) application for a proposed ready mixed concrete plant to be constructed and operated at the location identified above. Please note that this proposed facility is in the final stages of securing local approval, anticipates commencement of construction activities shortly, and also anticipates commenced of operations with the near future. This plant is presently not constructed or operating. Since this concrete plant is not constructed or operating, this NOI and supporting materials are submitted at this time based on presumed operations at the plant relative to the discharge of stormwater and process wastewater, based on current site plans and similar operations of Blue Dot located elsewhere. Therefore, it is noted that permit coverage issued to this facility may be the subject of modification in the future upon commencement of operations (e.g., the possible removal of process wastewater discharge outfalls, or the request for representative outfalls), however this will be made at a later time — as/if necessary — after operations have commenced. In the meantime, the operations described by this NOI application represent a conservative, "worst case" operating scenario for this plant. The location of the proposed concrete plant facility is presently a large vacant property, directly adjacent to an existing aggregate quarry (Vulcan Materials) which used to house a hot -mix asphalt plant and ancillary facilities (which moved to the other side of Old Nations Ford Rd). The site is graded and cleared from this past use and is located directly adjacent to 1-485 (see site location below). Nearby properties include the aforementioned quarry, the aforementioned asphalt plant (which moved from the subject property in the past across Old Nations Ford Road), and an equipment rental facility. Environmental Compliance & Due Diligence Services ZO F x mxtle�aRQ '•`Rr veMMs I %Wksxr Q � os,xaens. .. was W anzxr �� ""q M © \ A Source: Google Aerials Previous site activities at this location, via past site grading, resulted in drainage at the site to the southwest in the direction of 1-485. Site runoff then flows via overland flow into an existing drainage pond located on the subject property, from whence drainage goes beneath 1-485 via Re: Notice of Intent Submittal for Coverage under NCG140000 Proposed Blue Dot Ready -Mix, LLC (Ready Mixed) Concrete Plant Facility Pineville, Mecklenburg County, NC Page 2 of 7 drainage structures to Sugar Creek south of I-485 (i.e., on the "other side' of 1-485). Therefore, this site discharges to Sugar Creek. The current site plan for this site, in its final stages of local approval, provide for 3 on -site discharge points which drain into this one existing drainage pond. The drainage pond has one outfall "offsite" to the 1-485 drainage system that ultimately leads to Sugar Creek (which might present the opportunity for one discharge outfall from this site), however that drainage pond is also anticipated to receive runoff from other, non -related business operations which may be located on the adjacent property in the near future, which may commingle with that from the subject property. Therefore, the 3 discharge points (shown on the enclosed materials) represent the most accurate and representative discharge locations (at least at this point, from proposed site plans) from the subject property; as such, the included NOI identifies 3 discharge points, identified on the NO1 as outfalls 001, 002, 003. If this situation changes in the future based on actual site conditions and operations, permit coverage will be requested for modification accordingly. Site planning at this point is to utilize a concrete washout / process wastewater settling basin system which is anticipated to contain the "working volume" along with entrained rainfall resulting from a 25-year / 24-hour storm event (as a Closed -Loop Recycle System, or "CLRS"). This working volume is to include direct drainage. However, since it is unclear if all non-stormwater generated from this site (such as from aggregate watering) will be retained on -site or may be discharged, and so for now —to provide a conservative approach at this time— we are identifying two of the three outfalls (those within the "working area" of the plant as discharging both stormwater and process wastewater. As I have stated, we will reconsider this once the plant is complete and operational, modify permit coverage as appropriate (with, of course, input from the applicable NCDEQ regional inspector), and proceed accordingly. Given the design for the settling basin system at present, it is very possible that we may pursue appropriate permitting at that time with the Department of Water Resources for the CLRS. The following materials are included herein: 1. Completed NO[ form; 2. Copy of most recent Annual Report to the NC Secretary of State showing current legal name; 3. Site plans showingthe proposed facility, and which have the outfall locations identified (via hand annotation), believed to be showing all required information, as prepared by Alley, Williams, Carmen & King, Inc., Consulting Engineers, Kannapolis NC (NOTE: the enclosed plans are those preliminarily generated for local approval, and may have been, or will be, revised to reflect requirements of local approval); 4. A line drawing of water flow through the facility; 5. A general narrative description of the process to be used at this facility; 6. A check in the amount of $100.00 payable to NCDEQ; Re: Notice of Intent Submittal for Coverage under NCG140000 Proposed Blue Dot Ready -Mix, LLC (Ready Mixed) Concrete Plant Facility Pineville, Mecklenburg County, NC Page 3 of 7 7. Mapping showing the location of the facility clearly marked (on this cover letter, as well as enclosed site plans). Please note that this facility, as previously stated, is in the final stages of the local approval process and is shortly to be issued approval related to construction activities, including covering erosion and sediment control. When received, this approval will be forwarded in support of this application. I trust that you will find this information sufficient to begin review of this application leading to permit coverage. Should you have any questions, or require any additional information, please do not hesitate to contact me. Sincerely, 00V =/_1 __� Douglas E. Ruhlin Principal Environmental Consultant DER/dr Encls. PC: Trey Louder, Blue Dot Ready -Mix (by email, w/ encls.) Wayne Shue, Blue Dot Ready -Mix (by email, w/ encls.) Jamie Yoxtheimer, J.D. Goodrum (by email, w/ encls.) Re: Notice of Intent Submittal for Coverage under NCG140000 Proposed Blue Dot Ready -Mix, LLC (Ready Mixed) Concrete Plant Facility Pineville, Mecklenburg County, NC Page 4 of 7 General Narrative of Operations The proposed facility is a ready -mixed concrete plant, which produces concrete materials at the subject property which are then transported, in concrete mixer trucks, to a variety of off -site construction projects (public and private) located within the vicinity of the subject property. This type of plant is identified as a "ready mixed" plant in that the concrete materials are stored and mixed on site, then provided already mixed at the off-sitejobsite ("ready mixed"), instead of these activities occurring at a jobsite (in far small quantities than can be provided by this type of plant). The concrete plant to be covered by this permit is therefore fairly typical of other "ready mixed" concrete plants, both in North Carolina and elsewhere in the United States. Ready mixed concrete is made as follows: • Materials needed for concrete production are delivered by off -site suppliers on an as - needed basis to the plant location, including aggregate materials (sand and stone), cement materials (Portland cement, slag, or fly -ash, etc.), strengthening materials (e.g., fiberglass or steel fibers), concrete chemical admixtures, concrete coloring agents in solid or liquid form, as well as any other materials required for plant operation. These materials are delivered to, and stored at the concrete plant, as follows: o Aggregate materials are delivered to the concrete plant via truck, coming from local quarry sources. These materials are then stockpiled on the concrete plant site, usually within (large) concrete block containment wall structures for easier management. In general, these materials are exposed to rainfall, and, during hot summer months, often require regular watering to reduce their temperatures to working levels for concrete production. These materials, after storage in bin areas, are regularly loaded throughout the work day via a front-end loader which places buckets of sand and/or stone into the feed bin at the concrete plant, where it then travels by conveyor belt to aggregate storage / weigh bins (the material is usually withdrawn for production on the basis of a pre -determined weight of aggregate needed for the desired end -product concrete batch), where it is stored until needed. When it is needed, the appropriate amount of sand and stone is sent from the storage bins / weigh bins to the mixing area of the plant (entirely enclosed), where it is then dropped into the awaiting concrete mixer truck for mixing and off - site delivery. o Cement materials arrive at the site in contained tanker trucks, off-loaded using pneumatic (air) delivery systems into enclosed containment silos, from whence they are delivered directly into the concrete mixing portion of the concrete plant. These materials are virtually never exposed to rainfall. o Materials such as fiberglass fibers or steel fibers are normally shipped to the concrete plant in cardboard boxes or similar small containers, stored indoors at the plant until needed, then put into specific concrete batches as desired (depending Re: Notice of Intent Submittal for Coverage under NCG140000 Proposed Blue Dot Ready -Mix, LLC (Ready Mixed) Concrete Plant Facility Pineville, Mecklenburg County, NC Page 5 of 7 on the specific particular mix design being made) by hand, directly into the back of a mixer truck during loading, or via a small screw conveyor into the materials mixing chute that is going directly into the concrete mixer truck. These materials are not exposed to stormwater. Solid concrete coloring agents (to provide coloration to specific batches of concrete being made) are also handled in this manner, although sometimes they may be stored in small storage silos from which they are conveyed directly into the concrete being mixed during the mixing process. o Concrete chemical admixtures, used to impart specific desired properties to the concrete being produced, based on the chosen mix design and end use, and delivered to the concrete plant in tanker truck, unloaded from the truck using hoses into plastic admixture storage tanks where they are stored, then conveyed into the concrete being mixed by a system of computer -controlled delivery hoses. These materials are not exposed to stormwater and are anticipated to be located within an area with secondary containment. Liquid coloring agents would also be handled in the same manner. o While no truck maintenance is proposed for this facility (it would occur at an off - site truck maintenance facility owned by the applicant), light truck maintenance (e.g., "topping off" truck engine oil, adding anti -freeze or windshield wiper fluid, etc.) and plant maintenance activities would occur on this site, and may require the delivery of maintenance products (oil, lubricants, etc.) in solid or liquid form, which usually are delivered in small containers (55-gallon and smaller) to the plant, where they are stored inside the plant or in a suitable storage area until needed for use. These materials are not exposed to stormwater under normal circumstances, and only relatively small amounts would be stored at the site. • As stored at the concrete plant, raw materials (sand, stone, water, cement, chemical admixtures, and any other material to be included such as color or fibers), are stored at the plant as described above. When a specific batch of concrete is ordered (by a customer), it is produced via a pre-programmed "mix design" (depending on the desired end use of the concrete), which then starts the mixing process by delivering pre -determined amounts of raw materials from their storage areas to the mixing area and then into trucks. This normally includes a pre -determined weight of water needed for the mix design. All of these materials are deposited through the plant's load point into the awaiting concrete mixer truck, where they continue to mix as the truck finalizes preparation for delivery, and while in transit to the specific jobsite location off -site. • After loading at the concrete plant's load point, the concrete mixer trucks undergo a final rinse with water to remove any residue present from the loading process, as well as any potential residue present on the truck's delivery chute. At this plant, rather than simply "hosing off" at a wash rack location, a "Load-N-Go" system will be used (a rinse system similar to the final rinse at a commercial car wash) which rinses the truck and truck loading area as it is passing away from the plant, towards the facility's exit. The rinse water from Re: Notice of Intent Submittal for Coverage under NCG140000 Proposed Blue Dot Ready -Mix, LLC (Ready Mixed) Concrete Plant Facility Pineville, Mecklenburg County, NC Page 6 of 7 this system — to be located directly adjacent to the on -site concrete washout / settling basin (CLRS) — will drain directly into that system, for further clarification and reuse. • After returning to the concrete plant, concrete mixer trucks will continue throughout the day to get additional loads of concrete, batched specifically in accordance with a requested mix design depending on the end use of the concrete by the customer. At the end of each day, each concrete mixer truck which has made deliveries that day must undergo a truck mixer barrel "washout" by rinsing the barrel interior to remove concrete residue inside (if not, it would harden overnight inside the barrel), which is done by a truck backing up to the water hose rack at the on -site concrete washout / settling basin (CLRS), putting water into the mixer barrel which is then allowed to rinse (via agitation) the interior of the truck mixer barrel by turning the mixer barrel for several minutes. The rinsewater is then poured out the mixer barrel (down the truck's discharge chute) into the, on -site concrete washout / settling basin (CLRS), where it sequentially goes through the basin's weir -controlled cells, allowing settling and filtration to occur; when the clarified water reaches the final cell in the system, it is withdrawn (by small electric pump) back to the system's water hose rack for further washout activities in a closed -loop, non -discharging manner (as proposed). • Source materials exposed to rainfall at this site include sand and stone, the concrete plant itself, enclosed storage containers for the materials previously described, on -site equipment (such as a front-end loader), trucks both on -site (which may be parked) and off - site (out for deliveries), paved drive lanes around the plant, and unpaved areas. Stormwater runoff from these areas will flow towards the outfall locations described herein, and eventually discharge off -site. Similarly, when operational, non-stormwater may be discharged from this site, to include (buy may not be limited to) stockpile watering, incidental pavement, etc. Re: Notice of Intent Submittal for Coverage under NCG140000 Proposed Blue Dot Ready -Mix, LLC (Ready Mixed) Concrete Plant Facility Pineville, Mecklenburg County, NC Page 7 of 7