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HomeMy WebLinkAboutNCG140440_COMPLETE FILE - HISTORICAL_20150921STORMWATER DIVISION CODIN65HEET NCG PERMITS PERMIT N0. /v DOC TYPE ti HISTORICAL FILE ❑ MONITORING REPORTS DOC DATE ❑� U I 5 D� al � YYYYMMDD ,: NCDENR North Carolina Department of Environment and Natural Resources Pat McCrory Donald R. van der Vaart Governor Secretary September 21, 2015 - Mr. Kenneth Waegerle Environmental Health and Safety Manager Chandler Concrete Company, Inc. 1006 S. Church Street Burlington, NC 27216 Subject: General Permit No. NCG140000 Hillsborough Plant #602 COC NCG140440 Orange County Dear Mr. Waegerle: In accordance with your application for a discharge permit received on August 10, 2015, we are forwarding herewith the subject certificate of coverage to discharge under the subject state NPDES general permit. This permit is issued pursuant to the requirements of North Carolina General Statute 143-215.1 and the Memorandum of Agreement between North Carolina and the US Environmental Protection Agency dated October 1S, 2007 (or as subsequently amended). Please take notice that this certificate of coverage is not transferable except after notice to the Division of Energy, Mineral and Land Resources. The Division may require modification or revocation and reissuance of the certificate of coverage. Per the requirements of the Neuse Riparian Buffer Rule, all stormwater drainage to stream buffers, from portions of this site that have been constructed after July 22, 1997, must be discharged through a correctly designed level spreader or another device that meets diffuse flow requirements per 15A NCAC 213.02A Diffuse flow requirements are described in Chapter 8 of the North Carolina Stormwater BMP Manual, available at: http: /Iportal.ncdenr-org/web f IrIbmp-manual. Division of Energy, Mineral, and Land Resources Energy Section - Geological Survey Section - Land Quality Section 1612 Mail Service Center, Raleigh, North Carolina 27699-1612.919-707-9200 / FAX: 919-715-8801 512 North Salisbury Street, Raleigh, North Carolina 27604 • Internet: http:l/portal.ncdenr.or !g webhr! An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper Mr. Kenneth Waegerle September 21, 2015 Page 2 of 2 This permit does not affect the legal requirements to obtain other permits which may be required by the Division of Energy, Mineral and Land Resources or permits required by the Division of Water Resources, Coastal Area Management Act or any other federal or local governmental permit that may be required. In issuing this permit the Division anticipates that operations of the facility will continue in a manner similar to previous coverage under your recycle system permit (WQ000S1S7). If you have any questions concerning this permit, please contact Bradley Bennett at telephone number (919) 807-6378 Sincerely, ORIGINAL SIGNED 81 KEN PICKLE for Tracy E. Davis, P.E., CPM cc: Raleigh Regional Office, John Holley Raleigh Regional Office - DWR, Jerry Rimmer Central Office - DWR, Alice Wesner Central Files Stormwater Permitting Unit Files STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES GENERAL PERMIT NO. RCG1�Q000 CERTIFICATE OF COVERAGE No. NCG140449 STORMWATER DISCHARGES AND WASTEWATER DISCHARGES NATIONAL POLLUTANT DISCHARGE ELIMINATION_ SYSTEM In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the Federal Water Pollution Control Act, as amended, Chandler Concrete Company, Inc. is hereby authorized to discharge stormwater and wastewater from a facility located at Hillsborough Plant #602 1510 Old NC 10 Hillsborough, NC Orange County to receiving waters designated as Stony Creek, a class WS-V; NSW water in the Neuse River Basin, in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts 1, I1, II1,1V, V, VI, VII and VIII of General Permit No. NCG140000 as attached. This certificate of coverage shall become effective September 22, 2015. This Certificate of Coverage shall remain in effect for the duration of the General Permit. Signed this day September 22, 2015. pm� P KHE© M for Tracy E. Davis, P.E., Director Division of Energy, Mineral, and Land Resources By the Authority of the Environmental Management Commission S. LOCATION MAP: USGS Maps: Hillsborough Latitude: 36" 03' 06.88" N NCG140440 Facility .` Longitude: 79° 04' 24.71" W Chandler Concrete Company - a County: Orange Hillsborough Plant#602 Location Stream Class: WS-V; NSW Receiving Stream: Stony Creek L Sub -basin: 03-04-01 (Meuse River Basin) a ffotth T Not to Scale ^L STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES GENERAL PERMIT NO. NCG140000 CERTIFICATE OF COVERAGE No, MCG140440 STORMWATER DISCHARGES AND WASTEWATER DISCHARGES NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the Federal Water Pollution Control Act, as amended, Chandler Concrete Company, Inc. is hereby authorized to discharge stormwater and wastewater from a facility located at Hillsborough Plant #602 1510 Old NC 10 Hillsborough, NC Orange County to receiving waters designated as Stony Creek, a class WS-V; NSW water in the Neuse River Basin, in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts 1, I1, III, IV, V, VI, VII and VIII of General Permit No. NCG140000 as attached. This certificate of coverage shall become effective September 22, 2015. This Certificate of Coverage shall remain in effect for the duration of the General Permit. Signed this day September 22, 2015. for Tracy E. Davis, P.E., Director Division of Energy, Mineral, and Land Resources By the Authority of the Environmental Management Commission f' LOCATION MAP: �•� � ,�• •i •• �- f al. �' F i r . t" a �'�'`. s y' I�•.r•' s TI ..' i J' v � � 'tiV�f� •'ion.. �.}n�l� .� �-17Ci '`�_�. ji�Jf-.—� d-i��t'!+';`i,• � �' ✓''j'1 •� �" .a, �O � � � �, .., � � � � � 1 U' • %. `r •.r _ � -•(, � �•, . 0 �� - -�� � � �l�• I � y`5 / �; 1! � � � y� \ �r � 4' �-'--if. ;��C�,.r�' .:r,•F� i ' -'T .�•-� 3l_11 o ti ,"�� �. :.-1 6 ��/����`-y.�TvJ - �' �t, �♦ .' �'ll %�i —..�`� '�J5~r , r ,`7��.7 -T- I/y�'�n. r `Sri` .� .•�� ..� sl I��f•lF .� l•. : ^ r. I •��, r�`�Lj� .l � ._ ' 51,`•, R•� -V r� ''\`'` ! � � • JY d /lFi ii � :. ^.= �� � ' r !� t � l�'''F i - 1 f, ••✓/•- • `•J V PS � r { ice z �- y• �l •�' `• t `7 , - I /�: R C e- d 1 �F l T Ow � ` �� f T'i � .� E� 1j- '7.\ - f3 "�i � ` � ':. i � V L ~4' ]. lei.' V� YR ti e 1�:•i 1L ' . � �! - r — �. `� � ^ :, ••_._. + ' v '^ ; �� L-�� al + .elf � e ✓ �_ All c+ ; ' � `^;. ' :... �_�•:� r S ; �S�w ,.1-( fir.. �•'t�. ;l ��irY ' , � -� , , ) 1 �`�•; Chandler ti Concrete — Plant #602 Lo 41 li f � � ( /_i �'__r�-i J i {4) � l a - � �ql �.�afr'rJ1�q a q'•r�1('jn/\�{J �,1 . t USGS Maps: Hillsborough Latitude: 36' 03' 06.88" N NCG140440 Facility Longitude: 79' 04' 24.71" W `r Chandler Concrete Company - County: Orange Hillsborough Plant #602 Location Stream Class: WS-V, NSW Receiving Stream: Stony Creek Sub -basin: 03-04-01 (Neuse River Basin) ollrO�tli Not t0 Scale Bennett, Bradley From: Holley, John Sent: Thursday, September 17, 2015 4:47 PM To: Bennett, Bradley Cc: Jones, Gabi Subject: RE: Chandler Concrete - Hillsborough Hi Bradley, I have been out of pocket for the past few days with the new dam safety engineer from the central office doing some field orientation to help get him started. I have just read your emails on this, and based on the DWR findings, I am fine with the action you have proposed. It sounds like it will cover the site better any way you cut it. If there are further questions, please advise. John L. Holley, Jr., PE, CPESC Regional Engineer NC Dept. of Environment and Natural Resources Division of Energy, Mineral and Land Resources Land Quality Section, Raleigh Regional Office 1628 Mail Service Center, 3800 Barrett Drive Raleigh, NC 27699-1628 Phone: 919-791-4200, Fax: 919-571-4718 E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties. From: Bennett, Bradley Sent: Thursday, September 17, 2015 8:50 AM To: Holley, John <john.holley@ncdenr.gov> Subject: RE: Chandler Concrete - Hillsborough John, Just wanted to touch base on this one again. Hadn't heard back from you and wanted to see if you were ok with us going ahead with the permit. We have the info we need to move on and the DWR closed loop permit expires at the end of the month. Bradley Bennett Stormwater Permitting Program Phone: (919) 807-6378 NC Division of Energy, Mineral and Land Resources Fax: (919) 807-6494 1612 Mail Service Center Email: bradley.bennett -.ncdenr.gov Raleigh, NC 27699-1612 Web: httq:llportal.ncdenr,org/web/Ir/stormwater Email correspondence to and from this address may be subject to public records laws From: Bennett, Bradley Sent: Friday, August 28, 2015 8:39 AM To: Halley, John <Lhn.holley@ncdenr.gov> Subject: Chandler Concrete - Hillsborough John, We have received an NCG14 permit for a facility in Hillsborough. The facility has previously been covered by a DWR Closed Loop Recycle System permit. With the renewal of that permit DWR has determined that they don't completely meet the freeboard requirements to remain closed loop. DWR discussed with us the option of bringing them under the NCG14 as a discharge system instead. We are okay with this, especially given that the facility indicates they haven't discharged and this is really just an issue with the way the closed loop requirements are established in their rules. If they continue to maintain the process as it is, we don't see a problem with this. They will now have discharge limits for the wastewater that they might discharge, so we expect that they will continue to operate in a manner to minimize any potential discharge. Just wondering with the circumstance of this one, and the recent DWR inspection, if you were okay with us moving forward with the NCG14 issuance? We do have one remaining piece of information we have requested from them. It involves potential measures they may have to put in place through Orange County requirements, so we would not issue the permit until this is resolved. Thanks m Bradley Bennett Stormwater Permitting Program Phone: (919) 807-6378 NC Division of Energy, Mineral and Land Resources Fax: (919) 807-6494 1612 Mail Service Center Email: bradley-benneft(@ncdenr.gov ocovv Raleigh, NC 27699-1612 Web: httpalportal.ncdenr.org/webtir/stormwater Email correspondence to and from this address may be subject to public records laws Bennett, Bradley From: Ken Waegerle <Ken.Waegerle@ChandlerConcrete.com> Sent: Monday, September 14, 2015 9:16 AM To: Bennett, Bradley Subject: FW: Hillsborough Plant NCG14 application Glad I checked with you. From Steve Kaltenbach; they have no issues with the change from a recycling to a discharge permit and would not get involved unless significant new construction would be involved. You may contact Steve directly at 919-245-2588 Ken Waegerle Steve Kaltenbach Erosion Control Officer I 919-245-2588 From: Ken Waegerle Sent: Tuesday, September 08, 2015 11:51 AM To: `Steve J Kaltenbach` Subject: RE: Hillsborough Plant NCG14 application Thanks Steve, I appreciate your assistance on the response. Ken From: Steve J Kaltenbach[mailto:skaltenbach@orangecountync.gov] Sent: Tuesday, September 08, 2015 11:44 AM To: Ken Waegerle Cc: Michael Harvey; jerry.rimmer@ncdenr.gov; bradely bennettCabncdenr.gov Subject: RE: Hillsborough Plant NCG14 application Ken, As discussed the Chandler/Hillsborough current recycling non -discharge reuse system permit issued by DWR is being discontinued. The storm water discharge permit application under review with DEMLR's storm water branch will be regulating the outfall from the subject facility which will include the diffuse flow requirement to the buffer. Orange County Planning and Inspections Department primarily regulates new development. If new construction occurs at the subject facility then Orange County staff would be involved which would require a new site plan for review through our office. Steve s_ From: Ken Waegerle [maiIto: Ken.Waegerle@ Chan dlerConcrete.com] Sent: Friday, September 04, 2015 10:41 AM To: Steve J Kaltenbach Subject: FW: Hillsborough Plant NCG14 application And... From: Ken Waegerle Sent: Friday, September 04, 2015 10:35 AM To: 'skaltenbach@orange.county.nc.gov' Subject: FW: Hillsborough Plant NCG14 application Trying it again... From: Ken Waegerle Sent: Friday, September 04, 2015 10:31 AM To: 'skaltenbach@orangecounty.nc.gov' Cc: Rimmer, Jerry; Pickle, Ken; 'Bennett, Bradley' Subject: FW: Hillsborough Plant NCG14 application Steve, Per our conversation this morning, i would appreciate your assistance in resolving the questions) that Mr. Bennett raises below. As I recall our conversation at your offices in June, we discussed our options for discharge permits, level spreaders, non - discharge recycle and so forth. The net result being if we are able to obtain and maintain an NCG14 permit no additional requirements would be made by the county. Thank you, Ken Waegerle, Corporate EHS Manager Chandler Concrete Co., Inc. 336.516.3195 From: Bennett, Bradley [mailto:bradiey.bennett(a)ncdenr.gov] Sent: Friday, August 28, 2015 8:04 AM To: Ken Waegerle Cc: Rimmer, Jerry; Pickle, Ken Subject: Hillsborough Plant NCG14 application Mr. Waegerle, We have been reviewing the submitted application for coverage under our general permit to replace your current coverage under WQ0005157. As part of this review we noticed in the QWR inspection report that there were some questions related to Orange County's potential requirements for flow spreading of any potential outflow from your system. The DWR inspection report indicated that you would work with the county staff on this issue and confirm their requirements. No information was included about this in the application submitted to our office. In order for us to move forward with review of your application we would need to confirm the requirements from the county and any modifications that you have to put in place to meet these requirements. Please provide this additional information to complete your application under our NCG14 permit. Our review will be on hold until this information is received. Thank you. Bradley Sennett Stormwater Permitting Program Phone: (919) 807-6378 NC Division of Energy, Mineral and Land Resources Fax: (919) 807-6494 1612 Mail Service Center Email: bradley.ben nettna rncdenr.ciov Raleigh, NC 27699-1612 J Web: http:/Iportal.ncdenr,org/web/Ir/stormwater Email correspondence to and from this address may be subject to public records laws This message, including any attachments, may contain confidential information and is intended only for the individual named. If you are not the named addressee, you should not disseminate, distribute or copy this e-mail. Please notify the sender immediately by e-mail if you have received this e-mail by mistake and delete this e-mail from your system. No employee or agent is authorized to conclude any binding agreement on behalf of Chandler Concrete with another party by email. Chandler Concrete accepts no liability for the content of this email, or for the consequences of any actions taken on the basis of the information provided, unless that information is subsequently confirmed in writing. Chandler Concrete Co., Inc., 1006 South Church -Street, Burlington NC 27215, www.chandlerconcrete.com This message, including any attachments, may contain confidential information and is intended only for the individual named. If you are not the named addressee, you should not disseminate, distribute or copy this e-mail. Please notify the sender immediately by e-mail if you have received this e-mail by mistake and delete this e-mail from your system. No employee or agent is authorized to conclude any binding agreement on behalf of Chandler Concrete with another party by email. Chandler Concrete accepts no liability for the content of this email, or for the consequences of any actions taken on the basis of the information provided, unless that information is subsequenity confirmed in writing. Chandler Concrete Co., Inc., 1006 South Church Street, Burlington NC 27215, www.chandlerconcrete.com Bennett, Bradley From: Bennett, Bradley Sent: Friday, August 28, 2015 8:04 AM To: 'ken.waegerle@chandlerconcrete.com' Cc: Rimmer, Jerry; Pickle, Ken Subject: Hillsborough Plant NCG14 application Mr. Waegerle, We have been reviewing the submitted application for coverage under our general permit to replace your current coverage under WQ0005157. As part of this review we noticed in the DWR inspection report that there were some questions related to Orange County's potential requirements for flow spreading of any potential outflow from your system. The DWR inspection report indicated that you would work with the county staff on this issue and confirm their requirements. No information was included about this in the application submitted to our office. In order for us to move forward with review of your application we would need to confirm the requirements from the county and any modifications that you have to put in place to meet these requirements. Please provide this additional information to complete your application under our NCG14 permit. Our review will be on hold until this information is received. Thank you. Bradley Bennett Stormwater Permitting Program Phone: (919) 807-6378 NC Division of Energy. Mineral and Land Resources Fax: (919) 807-6494 1612 Mail Service Center Email: brad ley. bennett(c ncdenr.gov Raleigh, NC 27699-1612 Web: http:l/portal.nodenr.org/web/Ir/stormwater Email correspondence to and from this address may be subject to public records laws Bennett, Bradley From: Bennett, Bradley Sent: Friday, August 28, 2015 8:39 AM To: Holley, John Subject: Chandler Concrete - Hillsborough John, We have received an NCG14 permit for a facility in Hillsborough. The facility has previously been covered by a DWR Closed Loop Recycle System permit. With the renewal of that permit DWR has determined that they don't completely meet the freeboard requirements to remain closed loop. DWR discussed with us the option of bringing them under the NCG14 as a discharge system instead. We are okay with this, especially given that the facility indicates they haven't discharged and this is really just an issue with the way the closed loop requirements are established in their rules. If they continue to maintain the process as it is, we don't see a problem with this. They will now have discharge limits for the wastewater that they might discharge, so we expect that they will continue to operate in a manner to minimize any potential discharge. Just wondering with the circumstance of this one, and the recent DWR inspection, if you were okay with us moving forward with the NCG14 issuance? We do have one remaining piece of information we have requested from them. It involves potential measures they may have to put in place through Orange County requirements, so we would not issue the permit until this is resolved. Thanks BB Bradley Bennett Stormwater Permitting Program Phone: (919) 807-6378 NC Division of Energy, Mineral and Land Resources Fax: (919) 807-6494 1612 Mail Service Center Email: bradley.bennett@ncdenr.gov Raleigh, NC 27699-1612 Web: http://portal.ncdenr.org/weblristormwater Email correspondence to and from this address may be subject to public records laws Chandler. August 7, 201S Mr. Ken Pickle Environmental Engineer NCDENR I DEMLR I Stormwater Permitting Program 1612 Mail Service Center, Raleigh, NC 27699-1612 RE: NOI - Chandler Concrete Plant #602, Hillsborough, NC Dear Ken: I appreciate your guidance and assistance in identifying a cost effective means of accomplishing our compliance needs at our Hillsborough Plant located at 1510 Old Hwy 10. Enclosed is our Notice Of Intent for coverage under General Permit NCG 140000. As we have discussed, our recycle permit expires on September 301h, 2015 and the compliance requirements from having to maintain a 2 foot freeboard on our #3 pond to a 13 foot freeboard (individual or cumulative) would be extremely difficult and cost prohibitive. Further, it would have a deleterious impact on our storm water recycling efforts. Upon notification of approval of our Stormwater Discharge Permit a rescission request will be submitted to Mr. Jerry Rimmer, Division of Water Resources, regarding our Closed Loop Recycle System Permit WQ0005157. We will continue to operate the Hillsborough plant as a closed loop system but alleviate the cost and operational demand of the Closed Loop permit requirements. If you have any questions or need additional information please let me know. Sincerely, Ken Waeger Corporate S Manager RECEIVED CC: Jerry Rimmer, Water Quality Regional Office AUG 10 2015 DEER -LAND QUALITY STORmATER PERMITTING POST OFFICE Box 131 • BURLINGTON, NORTH CAROLINA 27216-0131 TELEPHONE: 336.226.1181 / FAx: 336.570.0557 i 0636 aOdigPinc. BRANCH $ANKiNG &TRUST COMPANYCh BEIRLINGTON, NC 27215 Chandler Concrete Company, Inc. 66 112l531 Burlington„NC DATE AMOUNT 8/5/2015 ***************100.00 PAY One hundred and xx 1100 Dollars TO THE NCDENR ORDER DIVISION -OF ENERGY & MINERAL OF ATTN: STORMWATER BILLING s*eeksT'� 16.17IvIAIL°5ERVICE CENTER RALEIGH, NC 27699-1612 qqE„o'/ RT7Fn sIAT[JRE 006367 Division of Energy, Mineral and Land Resources Land Quality Section NCDENRNational Pollutant Discharge Elimination System E.mwpNv[nr u10 Hawti Resouacc_ NCG 140000 NOTICE OF INTENT FOR AGENCY USE ONLY Date Received Year Month Day Certificate of Cove Check N mou t Permit Ass1E ed to National Pollutant Discharge Elimination System application for coverage under General Permit NCG140000: STORMWATER AND PROCESS WASTEWATER DISCHARGES associated with activities classified as: SIC (Standard Industrial Classification) Code: 3273 and like activities - Ready Mixed Concrete This NOI may be an application to discharge process wastewater. NCG140000 contains effluent limitations for process wastewater discharges. Wastewater discharges must meet the requirements of these effluent limitations. An exceedance of any of these limitations will result in a violation of the permit conditions. For questions, please contact the DEMLR Central Office or Regional Office in your area. (See page 6) (Please print or type) 1) Mailing address of owner/operator (official address to which all permit correspondence will be mailed): (Please print or type all entries in this application form.) Legal Owner Name Chandler Concrete Company, Inc. (Please attach the most recent Annual Report to the NC Secretary of State showing the current legal name. Alternatively this permit can be given to an individual.) Signee's Name (as signed for in question 29 below) Kenneth E. Waegerle Street Address 1006 S. Church St. City Burlington State NC ZIP Code 27216 Telephone No. (336) 226- 1181 Email ken.waegerle6aDchandlerconcrete.com Alternate Contact Name Jamie Nelms, Area Manager Email (if different) iamie.nelms(&chandlerconerete.com Alternate Contact Telephone (if different) 2) Location of facility producing discharge: Facility Name Chandler Concrete Hillsborough Plant #602 Facility Contact Darnell Winstead Street Address 1510 Old NC 10 City Hillsborough State NC ZIP Code 27278 County Orange Telephone No. 919-644-1058 Fax: 919-644-1019 RECEIVED AUG 10 2015 DENR-LAND QUALITY STORMWATER PERMITTING Page 1 of 8 5WU-229-11032011 Last revised 7/2114 NCG140000 N.O.I. 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). From Interstate 85 Westbound, take exit 165, turn left onto Hwy 86, in '/z mile turn left (after passing home depot on your left) onto Old NC 10. The plant is located on the right approximately'/2 mile. (A copy of a county map or USGS quad sheet with facility clearly located on the map is a required part of this application.) 3 4) Latitude 36' 3' 6.8832" Longitude -79° 4' 24.7116" (deg, min, sec) 5) This NPDES Permit Application applies to the following (check all that apply): ❑ New or Proposed Facility Date operation is to begir ® Existing Facility Permit # WQ0005197 7 — 6) Consultant's application information: Consultant: NIA Consulting Firm: Mailing Address: City: _ State: Phone: ( ) Email: Zip Code: Fax: ( ) 515q UJ I UUl -�q. a63597 (Optional) Staple Business Card Here: 7) Provide the 4 digit Standard Industrial Classification Code (SIC Code) that describes the primary industrial activity at this facility: SIC Code: 3 2 7 3 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.) Production of Ready Mix Concrete. This involves the storage of bulk Portland cement flyash, sand, stone and admixtures in closed and open containers, bins, hoppers_ and silos. The materials are blended and batched along with water into a truck mixer. Stormwater Discharge, Wastewater Treatment & Discharge and Permitting Information 9) Discharge points / Receiving waters: Number of discharge points (ditches, pipes, channels, etc.) that convey stormwater and/or wastewater from the property: Stormwater-only. Wastewater -only: Wastewater Commingled with Stormwater. For new facilities: Expected date of commencement of discharge: What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the facility stormwater and/or wastewater discharges end up in? Unknown creek approximately 1.7 miles, to Stony Creek Receiving water classification(s), if known: Unknown, likely WS-IV or WS-V; NSW Page 2 of 8 SWU-229-07122011 Last revised 712114 NCG140000 N.O.I. NC DENR - DI VISON OF WATEK QUALITY 2S .0300 .0315 NEUSE RIVER BASIN Class Name of Stream Description Class Date Index No. Excerpt Stony Creek From source to a point 0.4 WS-V;NSW 01/15/11 27-2-13-(1) mile upstream of Orange County SR 1710 Stony Creek From a point 0-4 mile WS-1V;NSW 08/03/92 27-2-13-(2) upstream of Orange County SR 1710 to Eno River If the site stormwater discharges to a separate storm sewer system, name the operator of the separate storm sewer system (e.g. City of Raleigh municipal storm sewer). Will this facility discharge wastewaterto SA (Shellfishing) waters? a Yes ®No Note: Discharge of process wastewater to receiving waters classified as WS-11 to WS-V or SA must be approved by the N.C. Division of Water Resources, Public Water Supply Section. If DWR does not approve, coverage under NCG140000 cannot be granted. No new discharges of process wastewater are permitted in receiving waters classified as WS-1 or freshwater ORW. 10) Each applicant shall provide the following information (attach additional sheets as necessary): • Two (2) site plans depicting the facility or site with numbered outfalls which indicate stormwater and wastewater outfalls. The plans shall legibly show. at a minimum, (existing or proposed): o Outline of drainage areas with topographical lines and features (attachment 1) o Stormwater/wastewater treatment structures (attachment 2). o Location of numbered stormwaterlwastewater outfalls (corresponding to which drainage areas) (attachment 3). o Runoff conveyance structures (attachment 3). o Areas and acreage where materials are stored (attachment 4). o Impervious area acreages (attachment 5). 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 (attachment 3). o If applicable, the 100-year floodplain line o Acreage of each stormwater and wastewater topographical area (attachment 5). o Each of the facilities' wastewater or stormwater source and discharge structures and each of its hazardous waste treatment, storage, or disposal facilities (attachment 4). o Site location (insert) Site plans shall be 24" x 3 6 " in size. • Line drawing and description: Aline drawing of the water flow through the facility. A pictorial description of the nature and amount of any sources of water and any collection and treatment measures. (attachment 3). • 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"). Page 3 of 8 SWU-229-07122011 Last revised 7/2114 NCG140000 N.O.I. 11) Does the applicant have any unresolved Notice of Violations (NOVs)? ® No ❑ Yes Wastewater: 12) What types of wastewater does your facility generate or discharge? Type of Authorized Wastewater Generate Discharge Sent to WW Treatment System Vehicle and equipment cleaning (VE) ❑ Wetting of raw material stockpiles (RM) ❑ Mixing drum cleaning (MD) ❑ Further explanation, if necessary: WW Treatment System consists of consists of 3 earthen basins to control 1 minimize solids, the 3rd pond utilizes a CO2 pH control system. 13) Will your facility spray -down or actively wet aggregate piles? ❑ No ® Yes 14) Does the facility use any of the following on site? ❑ Phosphorus -containing Detergents o Brighteners ❑ Other Cleaning Agents ® Non -Phosphorus -containing Detergents ❑ Other: 15) Are wastewater treatment facilities planned in the 100-year flood plain? ® No ❑ Yes 16) Does your facility use or plan to use a recycle system, or recycle components in your treatment system? ® Yes ❑ No If yes, what size storm event is the system designed to hold before overflowing? (for example, 10- yr, 24-hr) 25 year, 24-hr rainfall event '-I 17) Will your facility build a closed -loop recycle system that meets design requirements in 15A 1 �• NCAC 02T .1000 and hold your facilities' working volume'? ❑ Yes ® No Will your facility discharge wastewater to surface waters? Yes ❑ No If the facility's treatment system meets the design requirements of 15A NCACO2T .1000 (including holding the 25-year, 24-hour storm plus one foot of freeboard), holds the working volume of your site, and does not discharge wastewater to surface waters, you may not be required to obtain an NPDES permit for wastewater discharges. If you believe this is the case, please contact DEMLR's Aquifer Protection Section Land Application Unit Central Office Supervisor or staff (1636 Mail Service Center, Raleigh, NC 27699-1636) for more information on obtaining the necessary permits or approvals. If you will discharge wastewater or stormwater to surface waters, please continue to apply for a permit to discharge associated with ready -mixed I See DWQ's Aquifer Protection Section Land Application Unit's Water Balance Calculation Policy for more information, on DWQ LAU's website http:/Iportal.ncdenr.org/webtwgtaps/lau/Policies for more information. Page 4 of 8 SWU-229-07122011 Last revised 712114 NCG140000 N.O.I. concrete or like operations under NCG 140000. For further questions, please contact DEMLR's Stormwater Permitting Unit Staff. 18) A wastewater treatment alternatives review is required by 15A NCAC 2H.0105 (c)(2) for any new or expanding water pollution control facility's discharge in North Carolina. You may attach additional sheets. a) What wastewaters were considered for this alternatives review? ®VE ®RM ®MD b) Connection to a Municipal or Regional Sewer Collection System: i) Are there existing sewer lines within a one -mile radius? ............. ..... ❑ Yes ❑ No (1) If Yes, will the wastewater treatment plant (WWTP) accept the wastewater?❑ Yes ❑ No (a) If No, please attach a letter documenting that the WWTP will not accept the wastewater. (b) If Yes, is it feasible to connect to the WWTP? Why or why not?* c) Closed -loop Recycle System (must meet design requirements of 15A NCAC 2T .1000): i) Are you already proposing a closed -loop recycle system (CLRS)? ❑ Yes ® No (1) If Yes, contact DEMLR's Aquifer Protection Section's Land Application Unit (2) if No, is this option technologically feasible (possible)? Why or why not?'`Yes, it is technically feasible however, the requirements to increase our freeboard levels from 24" to > 13' would require extensive expansion of our existing system, open empty basins could present additional risk to employees/public, reduction of recycling water duality by the elimination of the 3 basin. This facility has operated without a stormwater or process water discharge since 1972 with only minor short-term excursions outside of it's ex_istincl recycle permit. (3) If No, is it feasible to build a CLRS on your site? Why or why not?*See previous response. (4) What is the feasibility of building a CLRS compared to direct surface water discharge? The current and adapted design of the retentions stem minimizes the risk of all direct surface water discharges as comingled SW/PW migrates through 3 catch basins that minimize solids and has pH controls on the 3r basin. d) Surface or Subsurface Disposal System (e.g., spray irrigation): i) Is a surface or subsurface disposal technologically feasible (possible)? .......© Yes ❑ No Why or Why not? It is currently being performed by applying the recycled water to roadways and operational areas for dust control... evaporative loss and air quality improvements. ii) Is a surface or subsurface disposal system feasible to implement?.* ...............© Yes ❑ No Why or Why not? See response to d). i) _ iii) What is the feasibility of employing a subsurface or surface discharge as compared to a direct discharge to surface waters?* See response to d). i) e) Direct Discharge to Surface Waters: Is discharge to surface waters the most environmentally sound alternative of all reasonably cost-effective options of the wastewaters being --considered?*,. jX Yes ❑ No _ -- ij If No, contact DEMLR's Land Application Unit to determine permitting requirements. Page 5 of 8 SWU-229-07122011 Last revised 712114 NCG140000 N.O.I. f) If this review included all wastewater discharge types, would excluding some types (e.g. raw stockpile wetting) make any of the above non -discharge options feasible? ❑Yes ® No * You may be asked to provide further information to support your answers to these questions after the initial review. Feasibility should take into account initial and recurring costs. Stormwater: 19) Does this facility employ any best management practices for Stormwater control? ❑ No ® Yes If yes, please briefly describe: Stormwater that is comingled with process water is directed and contained in a series of 3 retention ponds. These ponds allow for the precipitation of solids and the 3` pond has pH controls. Waters from these ponds are utilized vehicle washing and yard dust control. Since installed in the early 1970's, these ponds have not discharged through the potential outfall on pond 3. 20) Does this facility have a Stormwater Pollution Prevention Plan? ❑ No ® Yes If yes, when was it implemented? Current edition was issued in November of 2011 and is updated at least annually. A new edition will be issued reflecting the requirements of this permit and process _improvements including pH controls and 'day catch basin' that will further reduce solid migration through the pond system. 21) Are vehicle maintenance activities (VMA) occurring or planned at this facility? ® No oyes If yes, does your VMA area discharge into your wastewater treatment device? ❑ No ❑ Yes Other/Permittin_g: 22) Does this facility have a Division of Land Resources Erosion & Sedimentation Control (EBSC) Permit? ® No ❑ Yes If yes, list the permit numbers for all current E&SC permits for this facility: 23) Is your facility subject to Phase II Post -Construction Area? ❑ Yes ®No If yes, who is the permitting authority? 24) Is your facility located in one of the 20 Coastal Counties? ❑ Yes XNo Is your facility adding more than 10,000 ftz of built -upon area or CAMA Major Permit? ❑ Yes ® No 25) 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 BIVIP? ® No ❑ Yes If yes, please attach your approval from the permitting authority to do so. 26) Does this facility have any other NPDES permits? ® No ❑ Yes If yes, list the permit numbers for all current NPDES permits for this facility: 27) Does this facility have any Non -Discharge permits (ex: recycle permits)? ❑ No ® Yes If yes, list the permit numbers for all current Non -Discharge permits for this facility: WQ0005157 28) Hazardous Waste: a) Is this facility a Hazardous Waste Treatment, Storage, or Disposal Facility? ® No ❑ Yes b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of hazardous waste? ® No o Yes c) Is this facility a Large Quantity Generator (1000 kg, or more of hazardous waste generated per month) of hazardous waste? ® No ❑ Yes Page 6of8 SWU-229-07122011 Last revised 712114 NCG140000 N.O.I. d) Type(s) of waste: How is material stored: This facility does not generate any significant quantities of hazardous waste in its operations. Vehicle repairs are performed off -site and are managed by the repair facility. Admixtures 1 retarders 1 accelerators 1 coloring agents that are no longer viable for use are either returned to the supplier for credit or are used in non -spec concrete products. Where is material stored: NIA How many disposal shipments per year: NIA Name of transport I disposal vendor: NIA Vendor address: NIA Final Checklist This application will be returned as incomplete unless all of the following items have been included: ❑ Check for $100 made payable to NCDENR. AA f 0 This completed application and all supporting documentation. See Question 10. ti a ❑ If an Erosion & Sedimentation Control (EBSC) 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 +W a wastewater outfalls. See Question 10. ❑ A county map or USGS quad sheet with location of facility clearly marked. 29) 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: (1) 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. © Due to the interpreted freeboard requirements we may not be able to maintain a combined 1.3' of freeboard on our retention ponds without deleterious impact to our water recycling efforts and significant expenses. Page 7of8 SWU-229-07122011 Last revised 712/14 NCG140000 N.O.I. Certification: North Carolina General Statute 143-215.6 B(i) provides that: Any person who knowingly makes any false statement, representation, or certification in any application, record, report, plan, or other document filed 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 rules 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. Printed Name of Person Signing: imme- 14 C, nG Gar c E Title: ature of r '0co r col (Date Signed) Notice of Intent must be accompanied by a check or money order for $100.00 made payable to: NCDENR Mail the entire package to: Stormwater Permitting Unit Program Division of Energy, Mineral and land Resources 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) 296-4501 Fayetteville Office ... (910) 433-330 Mooresville Office ... (704) 663-169' Raleigh Office ........ (919) 791-4201 Washington Office ... (252) 946-648 Wilmington Office ... (910) 796-721 Winston-Salem ...... (336) 771-500( Central Office ......... (919) 807-630( Page 8 of 8 SWU-229-07122011 Last revised 712114 7915,05" 79`5' 7914'55" 79 4'50" 79'445" 79'4'40" 79'4'35" 79°4130" 7914'25" 79'4'20" 79'4'15" 79'41f0" 79`4'05" 79W 79'3'55" 79'3'50" 672500 672600 672 700 672800 672900 6 73 000 6 73 100 6 73 200 6 73 300 6 73 400 673500 6 73 600 673700 6 73 900 6 74 000 6 i4 100 674 200 6 74 300 6 74 400 Aw Ma ;MOW IW a Aft lZ 7915'05" 79°5' 19.4'55" 79'4'50" 19 4'45" 79`4'40" 79`4135" M4'80" 79"4'25" 79'4'20" 79s`4'15" 79'4'10" 79-4'05" 79 4' 79'3'55" 1.5000 Seale UnMw--M Transverse MercaW (UTM) ProJso6m Zme 17 c s00 Xm X0 Sao f— NOM AnWXan Dapan of I GM ' 100 mew U7M 7 USNQ ! MGRS 0 ea sro tb0 we.. Gntl 7_ane Deslpned n 175 190.000• SquaresPV �i�£resr �r.-Irnu rH 74l as t,i.•r r —V nn Mmh 1' 1011 3ZIN "it, VA kk grit -•i � .r. F N Attachment 2. - Satellite Image of Ponds / Sediment Basins Attachment 2 1 1 P a g e 4-lip ct }• 'r��3 1 1 1 1 `1 I ♦' S'sp 7,1 ._ .: ° ... •� CONCRETE COMPANY •79.07 "41m Chandler Concrete Co., Inc. old NC 10, Route #3 Hillsborough, NC Surface Water Flow Plan - Hillsborough Plant 602 PROPOSED por.1 9 G¢Ar&� DR•J>E 1Sz1�C1F lam' RRI�t+��+l C.aass SW,%II t O �rwNof o �1 v o D f OGa Al-C. !p (5R 17/0) v 014 i T'T7a •✓ C�ygL DQ'dt ,�,e,64 Note: Blue line modifications will be completed within 9Q days of Permit Approval. s Kenneth E. Waeg a Date Corporate EHS Manager Chandler Concrete Co.. Inc. 2 1 P a g ' Attachment 3 BRASS Pr C� a gCC, IfoofAJ EXISTING pia J ,A+4 ��plfr' �a off` s�a� \ 3 A pi4 JE wE� orr�cd 9 a r C) T2acu Pnrex��►�, ,.•�� � lad - 16 i acre AI• C. ra CSR tWo) CHN40LER cnwgETE CO - OLD A.C. $0 , ROutE it 3 F41LL9 3OROU414 A •G. 11Pag Attachment 3 A�A���s 3 where Materials Are Stores! A — Aggregates — Sand/Stone A combination of well water and/or city water is used to maintain specified moisture and temperature levels. This water drains from each of the aggregate bins to Pond 1. B — Cement / Flyash Silos Residual dust / material that may be incurred during loading/unloading of a silo may settle on the horizontal surfaces around the property. During a rain event this material may be collected in the storm water re-classifying it to process water. This process water drains to and is collected by the Sediment ponds. C — Chemical Storage Area, aboveground secondary containment system, locked valving... All bulk chemical storage containers are maintained within a concrete secondary containment system. This system is inspected and maintained on a regular basis. Drainage of the containment area is monitored and documented. D — Double Wall Diesel Fuel tank A double wall diesel fuel tank is used for truck / loader fueling. External leakage from the tank and/or lines is directed to pond 1 where it could be collected for disposal. E — Recycle Water In the event the washout ponds were to be over -filled by a rain event or a system failure occurred. Waters would follow the similar route to pond 1 with the aggregate waters. Attachment 4. 1 1 P a g �' SOIL PERMEABILITY ESTIMATES BY PLAT SECTORS: Sector Acres USAGE Permeable Material - Gravel Premeable Material - Vegetative Non - Permeable - Concrete A 1,470 Barricade / Material Storage / Batch Plant 75% 5% 20% B 1.420 Wash down area / Drying Bins / Truck Parking 70% 10% 20% C 0.506 Sediment basins / ponds 10% 90% 0% D 0.640 Truck Washdown / Parking 85% 5% 10% E 0,262 Right of Way - Landscaped screening 0% 90% 10% F 0.400 NCDOT Right of way - non -developed 0% 100% 0% G 1.196 Undeveloped - Agreement 0% 100% 0% H 1.3391Railroad - right of way - Undeveloped agreement 0% 1000/0 0% Acres 1 7.2331 12.17 4.52 1 0.54 F.•� `_ i w IfGOOT ep�T 6f,w�r 1.10• ACRES �� � �� .o, .e.. r■er �r n... °re.a.�°r 1.47 ACRES Ap1Ee 3 •F 1.42 ACRES are �w■n , ,T..aT }�^i�.'^rt i /°C lf"T. �q.°1• Scanned Excerpt from drawings by Philip Post & Associates, Project #58501, Revision 12/3/1985 Fritz Brunsen, PE Original Print on file. Edits & Inserts by Ken Waegerle, CSP, 8/6/2015 Attachment 5 Page i Central Files: APS -„ SWP _ 9/ 1812015 Permit Number NCG140440" Permit Tracking Slip Program Category Status Project Type NPOES SW In review New Project Permit Type Version Permit Classification Ready Mix Concrete StormwaterAVastewater Discharge COC COC Primary Reviewer Permit Contact Affiliation bradley.bennett CEf � ;: Coastal SWRule EP q 21 o15 Permitted Flow CENTRAL Fl DWR SECTION Facility Facility Name Major/Minor Region V Chandler Concrete Hillsborough Plant # 602 Minor Raleigh Location Address County 1510 Old NC 10 Orange Facility Contact Affiliation Hillsborough NC 27278 Darnell Winstead 1510 Old NC 10 Owner Hillsborough NC 27278 Owner Name Owner Type Chandler ConcretelPiedmont Inc Non -Government Owner Affiliation Kenneth E. Waegerle PO Box 131 Dates/Events Burlington NC 27216 Scheduled Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration 9121/2015 8/10/2015 9/21/2015 9/21/2015 6/30/2016 Regulated Activities Requested /Received Events Ready mixed concrete - stormwater discharges RO staff report received 9117/15 Ready mixed concrete production RO staff report requested r 8/28/16 Ready mixed recycle system overflow Additional information requested 8128/15 Ready mixed stockpile wetting Other agency comments received 8127115 Vehicle maintenance Additional information received 9/14/15 Outfall 001 Waterbody Name Streamindex Number Current Class Subbasin Stony Creek 27-2-13-(1) WS-V;NSW 03-04-01 " AFFWA .. �iL NCDENR North Carolina Department of Environment and Natural Resources Pat McCrory Donald R. van der Vaart Governor . Secretary September 21, 2015 Mr. Kenneth Waegerle Environmental Health and Safety Manager Chandler Concrete Company, Inc. 1006 S. Church Street Burlington, NC 27216 Subject: General Permit No. NCG140000 Hillsborough Plant #602 COC NCG140440 Orange County Dear Mr. Waegerle: In accordance with your application for a discharge permit received on August 10, 2015, we are forwarding herewith the subject certificate of coverage to discharge under the subject state NPDES general permit. This permit is issued pursuant to the requirements of North Carolina General Statute 143-215.1 and the Memorandum of Agreement between North Carolina and the US Environmental Protection Agency dated October 15, 2007 [or as subsequently amended]. Please take notice that this certificate of coverage is not transferable except after notice to the Division of Energy, Mineral and Land Resources. The Division may require modification or revocation and reissuance of the certificate of coverage. Per the requirements of the Neuse Riparian Buffer Rule, all stormwater drainage to stream buffers, from portions of this site that have been constructed after July 22, 1997, must be discharged through a correctly designed level spreader or another device that meets diffuse flow requirements per 15A NCAC 2B .0233. Diffuse flow requirements are described in Chapter 8 of the North Carolina Stormwater BMP Manual available at: http: portal.ncdenr.grg/web/Ir/bmp-manual. Division of Energy, Mineral, and Land Resources Energy Section • Geological Survey Section - Land Quality Section 1612 Mail Service Center, Raleigh, North Carolina 27699-1612.919-707-92001 FAX: 919-715-8801 512 North Salisbury Street, Raleigh, North Carolina 27604 • Internet: http:Ilportal,ncdenr.org/webllrl An Equal Opportunity 1 Affirmative Action Employer — 50% Recycled 110% Post Consumer Paper Mr. Kenneth Waegerle September 21, 2015 Page 2 of 2 This permit does not affect the legal requirements to obtain other permits which may be required by the Division of Energy, Mineral and Land Resources or permits required by the Division of Water Resources, Coastal Area Management Act or any other federal or local governmental permit that may be required. In issuing this permit the Division anticipates that operations of the facility will continue in a manner similar to previous coverage under your recycle system permit (WQ0005157). If you have any questions concerning this permit, please contact Bradley Bennett at telephone number (919) 807-6378 Sincerely, for Tracy E. Davis, P.E., CPM cc: Raleigh Regional Office, John Holley Raleigh Regional Office - DWR, Jerry Rimmer Central Office - DWR, Alice Wesner Central Files Stormwater Permitting Unit Files r STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES GENERAL PERMIT NO NCGI-40000 CERTIFICATE OF COVERAGE No. NCGIL40446 STORMWATER DISCHARGES AND WASTEWATER DISCHARGES NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the Federal Water Pollution Control Act, as amended, Chandler Concrete Company, Inc. is hereby authorized to discharge stormwater and wastewater from a facility located at Hillsborough Plant #602 1510 Old NC 10 Hillsborough, NC Orange County to receiving waters designated as Stony Creek, a class WS-V; NSW water in the Neuse River Basin, in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II, I1I, IV, V, Vl, VII and VIII of General Permit No. NCG140000 as attached. This certificate of coverage shall become effective September 22, 2015. This Certificate of Coverage shall remain in effect for the duration of the General Permit. Signed this day September 22, 2015. for Tracy E. Davis, P.E., Director Division of Energy, Mineral, and Land Resources By the Authority of the Environmental Management Commission LOCATION MAP: f' � " • i a s FFFFFF � �, ljS C 1 . - -ter ! :=�•r" Q fr I r .t iy.{lam r�� - . f .-� n Y �• r + .. �`J SST- � �. /F' ':. ;�: ��� Chandler Concrete - .� ,-r J �' �. ��},� Plant #602 �� � �_ •• '• � � ice. fig- - � .� • �! 3i J f � � '':���a-- -. -J'`•_\ �! .t �r [+�- � �: �' i. �/�%/' •v � f � s /%'1+J�. Ci �`, � �_ i 9 � �� ��-- _ �%J� t_�. %r:._.r L� L !+f .A`..-. f�kwa jt w^�' r �i1�ay�J��-I"i �•��y:�ti��! !ti � f/'��� 1��! iII10`.Jr' .'}�`�,�?`r-,•• ^•�'.�_.� '�.z� ��J � 4�F, J ff/ �--`.� 'i; . 'i,. 1,// '. -J '��� �1 �y .�.i, '� j /w�l� ����}�^�`f•�, •�`i �.�i �~/%�_ ! � ,�.1`lI� ira i ���i /t/� ���.-.. .l`/ ,, i.]1'ti� -° �.� f `��Z ,ll-,�:� `_ - _ ::F� fir'_.. :� �� \'-"�r ,` ,'� i.Ct C7 Y{rC`` refs- jsy(.'ir''^'SJ - l' iti.if ;., ,�� r• 1�ra J;"^ 7 t�. �- . � • 1 L i ii' i _� �, , J�'r-��.� g, �� -•�'�: ��_ � ' t,�,J ;{r-i�����►�, r� rt1' } � �, `; � -�l; r �.1TIAM ,S �_�. - t ti! �� tw� ��J �.0 �'�_� �' "\ ij•� ° :• 1 i - ��' A'1 J ��„s ;�' �)� �4�e1 = i ���I .o j - aSM1 t- � ��F/11 J r _' ="., ��J • M ` yS } i -il tl�(j � 1 - � \o'ir~ �Y������� '�... •J �c. •.�}� F. 1 t�� .? \ i l� -•.- ��• J�•���J�`� [�� ti\J'�� Y�y� .1 �J1r�� ,+. yn. �'� ti• �i � t• '�r�s S✓j( �-+- i�r�-��.i _ �_ �' a ._'�� ,�� C.L.- f' h `� USGS Maps: Hillsborough Latitude: 36' 03' 06.$$" N N C G 140440 Longitude: 794 04' 24.71" W Facility County: e Chandler Concrete Company - ty Orange Hillsborough Plant#602 Location Stream Class: WS-V; NSW Receiving Stream: Stony Creek Sub -basin: 03-04-01 (Neuse River Basin) �O �t Not to Scale "I v v 3. 0 ' 3 � � 3 m to N 'Z7 r " m n rn Q c�- 3 •� O trl NO 3 I � I M a KW LIST MATl1!?E " �'TL t�: t'L!�N rI 41 "G KEY SCIENTIFIC NAME" COMMON' NAME HE, GHT SPREAD SIZE 1UANT TX RJH Ilex Crenata Roundleaf 41-61 4'-5' 2 Gal. 33 Rotundifolia Japanese Holly .DC Cedrus Deodara- Deodar Cedar 40'-50' 251401 6'-8' 11 a O 's o*Ivtw AY e 1% i 4 r� 1A T ' ACRES BARRICADE STORAGE � l 604 \ �N oil x CURTRAITief2R AIKAAD xa Z oo•© CROSS-SECTION OF RECLAIMATION SYSTEM NO SCALE DRIVEWAY SIGN—"= &.Mn SIN DRIVEWAY 'C' TO Be CLOSED WHEN DRIVEWAY 000 IS OPENED SIGHT DiSTAN4E : agog It SIGHT DISTANCE : 450' 1 580.3W - �_ k 4 4Q4`-ACRE$ 30' NCDOT RIGHT OF WAY 1.196 ACRES NOT TO BE USED IN PLANT OPERATION , Rw a r +_Aw=loot _ I III ARC LENGTH 305.81. LAND USE TABLE i RE2UIRED PMIDED Minimum Lot Size 20, N/3`"'"-"' Lot Width --- I --- NOTE: Front Setback 0 18' WESTERN PROPERTY DO 240 PG 1535 Side Setback 0 18' EASTERN PROPERTY DO 486 PG 150 Rear Setback 0 50' Building Height- 45 N/A Min. Gross Land Area 14.9 Acres, N/A Max. Gross Land Area --- Max. Floor Ratio .459 N/A Open Space .72 1.41 Acres Landscape .25 7300 Sq. Ft. CHANDLER CONCRETE CO., INC. P.O,BOX 1239 WRLWGTON. N.C. 27215 )ais) I 10, TT LO N Q Z :3 0 O` 4 U I" 0 ALROOM Nvo, yea N I•NM••• W V Z J d F- cc Z a Z U PROJECT NUMBER 58501 SCALE 1' : 50' SHEET 1 OF 1 DRAWN BY DATE 8/5/88 REVISIONS a/20/05 FORITM rTI L L `'_"P Poi t 3\/\) "xA2�A Map 2 0 a 11�1 , ?�YJCk f�09 9R:/N�G f 0C RJH 3' DEEP WOOD CHIP MULCH BED \-- GRASSED AREA 6' HIGH WOODEN STOCKADE FENCE TYPICAL LANDSCAPE STRIP SCALE 1' : 20' 0 ORiVEVt AY d 1.47 ACRES BARRICADE STORAGE i1i x CURRENT TRUCK LOAD TRANSFER AREA0.0 -� "" • /2'x''s�'�"S xe Z 65.48' DRIVEWAY C Si — SAND DBIN O i09 x! PLANT MIER TOWER 4 1.42 ACRES t Z°0.00• r'v"'- LAND USE TABLE RREWIIR,ED. PROVIDED Hinimm Lot Size 20,540_ N/A Lot Width --- ... Front Setback C 18, Side Setback 0 18' Rear SetbwA 0 SO' Building Height- 45 N/A Min. Gross Lind Area 14.9 Acres N/A Max. Gross Land Area --. --- Max. Floor Ratio .459 N/A Ow Space .72 1.41 Acres Landscape .25 7300 Sq. Ft. GL pp/Teo � 1� O �S ovf �L�JrIP To IA NOTE: WESTERN PROPERTY 08 240 PG 1536 EASTERN PROPERTY 08 486 PG 150 PLANT Z-bYOUT ,PE VILSAW NO.. l �'�I 1' u�. �` COAIC k'6 T- N C• DWG. it/Q. 371?- / CHANDLER CONCRETE CO., INC. P.0.80X 1239 . . . . ........ _...._... I ...... . ... . . . . . . . . . ... . . ... .... ........ ..... . . . . '' * - . . .. . . . . . ... .11 ........................ � ...... . . . .. ....... �­ - . . . ... . . ..... .. ... . ..................... . . . ... . . . ... . . - - - �' . , * ''. �.­ . . - . - .. . .. . .. 1. . 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