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HomeMy WebLinkAboutNC0031038_PERMIT ISSUANCE_20060118WDES DOCYNENT SCANNING COVER SHEET NPDES Permit: NC0031038 Document Type: Permit Issuance �j Wasteload Allocation Authorization to Construct (AtC) Permit Modification Complete File - Historical Correspondence Speculative Limits Instream Assessment (67b) Environmental Assessment (EA) Permit History Document Date: Januar 18, 2006 This document is printed on reuse paper - ignore any content on the reverse Bide L T-A NCDENR North Carolina Department of Environment and Natural Resources Division of Water Quality Michael F. Easley, Governor William G. Ross, Jr., Secretary Alan W. Klimek, P.E., Director. January 18, 2006 John W. Culbreath Colonial Pipeline Company P.O. Box 87 Paw Creek, North Carolina 28681 Subject: Issuance of NPDES Permit No. NC0031038 Charlotte Delivery Facility 7524 Kenstead Circle Paw Creek, Mecklenburg County Dear Mr. Culbreath: Division personnel have reviewed and approved your application for renewal of the subject permit. Accordingly, we are forwarding the attached NPDES discharge 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 U.S. Environmental Protection Agency dated May 9, 1994 (or as subsequently amended). This permit contains no significant changes from the draft permit sent to you on December 1, 2005. . If any parts, measurement frequencies or sampling requirementscontained in this permit are unacceptable to you, you have the right to an adjudicatory hearing upon written request within thirty (30) days following receipt of this letter. This request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of Administrative Hearings (6714 Mail Service Center, Raleigh, North Carolina 27699-6714). Unless such demand is made, this decision shall be final and binding. Please note that this permit is not transferable except after notice to the Division. The Division may require modification or revocation and reissuance of the permit. This permit does not affect the legal requirements to obtain other permits which may be required by the Division of Water Quality or permits required by the Division of Land Resources, the Coastal Area Management Act or any other Federal or Local governmental permit that may be required. If you have any questions concerning this permit, please contact Bob Guerra at telephone number (919) 733-5083, extension 539. Sincerely, / Oy� ran W. Klimek, P.E. cc: Central Files Mooresville Regional Office / Surface Water Protection N( PDES.Un_itl Aquatic Toxicology Unit Mecklenburg County Water Quality Program 700 North Tryon Street, Suite 205 Charlotte, NC 28202 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 One 1 512 N. Salisbury St., Raleigh, North Carolina 27604 NorthCaxrohna Phone: 919-733-70151 FAX 919-733-24961Internet: h2o.enr.state.nc.us ���'///� An Equal Opportunity/Affirmative Action Employer — 50% RecycledKra"110% Post Consumer Paper Yl Permit NCO031038 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER QUALITY PERMIT TO DISCHARGE WASTEWATER UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM In compliance with the provision of North Carolina General Statute 143-2IS. 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, Colonial Pipeline Company is hereby authorized to discharge wastewater from outfalls located at the Charlotte Delivery Facility 7524 Kenstead Circle Paw Creek, Mecklenburg County to receiving waters designated as an unnamed tributary of Gum Branch within the Catawba River Basin. in accordance with effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II, III and IV hereof. This permit shall become effective March 1, 2006. This permit and authorization to discharge shall expire at midnight on June 30, 2010. Signed this day January 18, 2006. �w an W. Klimek, Director ivision of Water Quality By Authority of the Environmental Management Commission ti Permit NCO031038 SUPPLEMENT TO PERMIT COVER SHEET All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby revoked. As of this permit issuance, any previously issued permit bearing this number is no longer effective. Therefore, the exclusive authority to operate and discharge from this facility arises under the permit conditions, requirements, terms, and provisions included herein. Colonial Pipeline Company is hereby authorized to: 1. Continue discharging storm water and treated effluent from the existing water pollution control system consisting of: Stormwater runoff Groundwater remediation discharge (treated) • Surface tank and piping compounds with secondary containment • Oil / water separator Retention pond [Reference Condition A. (5.) for Description of Outfalls] The facility is located at the Charlotte Delivery Facility, 7524 Kenstead Circle, Paw Creek, Mecklenburg County. 2. Discharge from said water pollution control system through Outfall 001 at a specified location specified on the attached map into an unnamed tributary of Gum Branch, classified as WS-IV waters in the Catawba.River Basin. r Colonial Pipeline Company Facility Charlotte Delivery Facility Location Latitude: 35° 17' 15" N State Grid: Mountain Island lake not to scale Longitude: 88° 56' 05" W Permitted Flow: Espisodic Receivine Stream: UT of Gum Branch Drainage Basin: Catawba River Basin NPDES Permit No. NCO031038 Stream Class: WS-W Sub -Basin: 03-08-34 North x4fVlnnl.n .!`.a..n. Permit NCO031038 A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS Beginning on the effective date of the permit and lasting until March 1, 2008, the Permittee is authorized to discharge from Outfall 001. Such discharges shall be limited and monitored by the Permittee as specified below: EFFLUENT CHARACT STICS x LIMIT;$ Monthly Averase tx a MONIT,ORINGREQUIREMENTS-"1 ;:` D'ally Maximum Measure en Fre uen Sample T e Sa"'p ' a Lrocation Flow' Episodic 1 Effluent Total Suspended Solidsz 45.0 m /L Monthly Grab Effluent Oil and Grease2 Monthly Grab Effluent Turbidi s Quarterly Grab Effluent zhmw Quarterly Grab Effluent Benzene Monthly Grab Effluent Toluene Monthly Grab Effluent Ethyl Benzene Monthly Grab Effluent X lene Monthly Grab Effluent MTBE4 Monthly Grab Effluent Acute To)dcity5 Annually Grab Effluent Footnotes: 1. Flow shall be monitored with, each discharge event - During periods of no flow, the Permittee shall submit a signed, monthly Discharge Monitoring Report (DMR) indicating "No discharge." Flow may be monitored using any one of four methods: a) measure flow continuously; b) calculate flow (see Attachment A. (4.) Rational Equation) based on total rainfall per unit area draining to the outfall; exclude built -upon areas (best method for facilities with large runoff -collection ponds); c). estimate flow at 20-minute intervals during the entire discharge event; or - d) report flow based on discharge pump logs. 2. TSS/Oil and Grease - Where possible, the grab sample for oil and grease should be skimmed from the surface of a quiescent (calm water) zone. - - 3. Turbidity - Effluent shall not cause receiving stream turbidity to exceed 50 NTU. If receiving stream background turbidity exceeds 50 NTU, effluent shall not cause this background value to increase. 4. Facility shall submit a plan to the Division within 12 months of permit issuance detailing how MTBE levels will be reduced at this facility. 5. Acute Toxicity (Fathead Minnow, 24-hour), annual samples to be collected concurrently with BTEX samples [see Special Condition A. (3.)]. There shall be no discharge of floating solids or foam visible in other than trace amounts. Direct discharge of tank solids, tank bottom water, or the rag layer is not permitted. The permittee shall not discharge tank solids, tank bottom water, or the rag layer. The permittee shall not discharge tank (or pipe) contents following hydrostatic testing unless benzene concentration is less than 1.19 Ng/1 and toluene concentration is less than 11 pg/l. PermitNCO031038 A. (2.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS Beginning on March 1, 2008 and lasting until expiration, the Permittee is authorized to discharge from the following outfalls: 002, 003, 004, 005, 006, 0079 008, 009 and (MYO) - Manifold Yard Outfall. Such discharges shall be limited and monitored by the Permittee as specified below: R EFFLUENT+ CH RAC ERISTICS . ' )'IMITSESM onn"thly `ai y aximum &—=,VMON-IT,-09!KGIREQ-UIREFAENT5WMWj Measure ne't " F_e uenc Sa ple T e Sample L co adon Flow' . Episodic 1 Effluent Total Suspended Solidsa 45.0 m /L Monthly Grab Effluent Oil and Grease' Monthly Grab Effluent Turbidi a Quartedy Grab Effluent Phenol Monthly Grab Effluent Benzene 1.19 u /L Monthly Grab Effluent Toluene Monthly Grab Effluent Ethyl Benzene Monthly Grab Effluent X lene Monthly Grab Effluent MTBE Monthly Grab Effluent Acute Toxici ° Annually Grab Effluent EPA Method 625 Semi-annually Grab Effluent Footnotes: 1. Flow shall be monitored with each discharge event - During periods of no flow, the . Permittee shall submit a signed, monthly Discharge Monitoring Report (DMR) indicating "No discharge." Flow may be monitored using any one of four methods: b) Measure flow continuously; b) Calculate flow (see Attachment A. (4.) Rational Equation) based on total rainfall per unit area draining to the outfall; exclude built -upon areas (best method for facilities with large runoff -collection ponds); c). estimate flow at 20-minute intervals during the entire discharge event; or e) report flow based on discharge pump logs. 2. TSS/Oil and Grease - Where possible, the grab sample for oil and grease should be skimmed from the surface of a quiescent (calm water) zone. 3. Turbidity - Effluent shall not cause receiving stream turbidity to exceed 50 NTU. If receiving stream background turbidity exceeds 50 NTU, effluent shall not cause this background value to increase. 4. Acute Toxicity (Fathead Minnow, 24-hour), annual samples to be collected concurrently with BTEX samples [see Special Condition A. (3.)[. There shall be no discharge of floating solids or foam visible in other than trace amounts. Direct discharge of tank solids, tank bottom water, or the rag layer is not permitted. The permittee shall not discharge tank solids, tank bottom water, or the rag layer. The permittee shall not discharge tank (or pipe) contents following hydrostatic testing unless benzene concentration is less than 1.19 pg/L and tolueneconcentration is less than 11 pg/L. Permit NCO031038 EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS SPECIAL CONDITIONS A. (3.) ACUTE TOXICITY MONITORING (ANNUAL) The Permittee shall conduct annual toxicity tests using protocols defined as definitive in EPA Document EPA/600/4-90/027 entitled "Methods for Measuring the Acute Toxicity. of Effluents to Freshwater and Marine Organisms." The monitoring shallbe performed as a Fathead Minnow (Pimephales promelas) 24-hour static test. Effluent samples for self - monitoring purposes must be obtained below all waste treatment. The permittee will conduct one test annually, with the annual period beginning in January of the calendar year of the effective date of the permit. The annual test requirement must be performed and reported by June 30. If no discharge occurs by June 30, notification will be made to the Division by this date. Toxicity testing will be performed on the next discharge event for the annual test requirement. The parameter code for this test is TAE6C. All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge Form (MR-1) for the month in which it was performed, using the appropriate parameter code. Additionally, DWQ Form AT- 1 (original) is to. be sent to the following address: Attention: North Carolina Division of Water Quality Environmental Sciences Section 1621 Mail Service Center Raleigh, North Carolina 27699-1621 Completed Aquatic Toxicity Test Forms shall be filed with the Environmental Sciences Branch no later than 30 days after the end of the reporting period for which the report is made. Test data shall be complete and accurate and include all supporting chemical/physical measurements performed in association with the toxicity tests, as well as all dose/response data. Total residual chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for disinfection of the waste stream. Should any test data from either these monitoring requirements or tests performed by the North Carolina Division of Water Quality indicate potential impacts to the receiving stream, this permit may be re -opened and modified to include alternate monitoring requirements or limits. NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism survival and appropriate environmental controls, shall constitute an invalid test and will require immediate follow-up testing to be completed no later than the last day of the month following the month of the initial monitoring. Permit NCO031038 A. (4.) FLOW MEASUREMENT RATIONAL The Rational Equation: Q=KuCIA, where: Q = now (peak flow rate (cfs or m3/sec) Ku = units conversation factor = 1.008 for U.S. standard units (usually ignored because it is so close to 1), or 0.278 for SI units C = dimensionless runoff coefficient for the watershed, loosely defined as the ratio of runoff to rainfall I = intensity of rainfall taken from the intensity -duration - frequency curves for the specified design return period at the time of concentration, tc (in/h or mm/h). tc = time of concentration (time after the beginning of rainfall excess when all portions of the drainage basin are contributing simultaneously to flow at the outlet). A = area of tributary watershed (acres or km2) The rational equation is used to calculate the runoff from a region, given: • the runoff coefficient which accounts for infiltration and other potential losses in the region, • the rainfall intensity to the region, • the time it takes for runoff to travel from the region's upper reaches to its outlet, and the region's drainage area. Permit NCO031038 A. (5.) OUTFALLS DESCRIPTION AND LOCATION The following narrative is to clarify which outfalls drains stormwater from which areas of the facility: ■ Outfall001 o Drains the pond area at the Southern end of the facility. o Accumulation point for all waters of the state flowing through and impacted by stormwater run-on / run-off from facility. ■ Outfall002 o Stormwater associated .with tanks containing Gasoline product. ■ Outfall003 o Stormwater associated withtanks containing Gasoline product. ■ Outfall004 o Stormwater associated with tanks containing Gasoline product. ■ Outfall005 o Stormwater associated with tanks containing Gasoline product. ■ Outfall006 o Stormwater associated with tanks containing Gasoline product. ■ Outfall007 o Stormwater associated with tanks containing Distillate product. ■ Outfall008 o Stormwater associated with tanks containing Distillate product. ■ Outfall009 o Stormwater associated with tanks containing Distillate product. ■ Outfall010 o Under -drain network collects and conveys stormwater contacting piping, control valves, and related appurtenances in the area known as the Manifold Yard and stormwater run-on and perched groundwater from the hillsides adjacent to the Manifold Yard. BMP = Passive baffle -type oil -water separator. PermitNCO031038 s A. (6.) SPECIAL SAMPLING CONDITIONS 1. Facility is required to sample from. Outfall 001(Pond discharge) until February 1, 2008 according to A. (1). 2. Facility is required to sample from outfalls listed in A. (2.) beginning on February 1, 2008 and discontinue sampling from Outfall 001(Pond discharge). 3. Facility may request alternative sampling plan with combined sampling points prior to February 1, 2008 requirement in A. (2). This request must be in writing with supporting documentation as to how this combination of sampling points will be accomplished. 4. Facility may request reduced sampling parameters reflected in A. (2). This request must be in writing with a sufficient number of laboratory sampling results to conduct a Reasonable Potential Analysis (RPA). This RPA will determine if any pollutants can/will be removed from the sampling requirement listed in A. (2). The Knight Publishing Co., Inc. Charlotte, NC North Carolina ) so Affidavit of Publication Mecklenburg County) THE CHARLOTTE OBSERVER NCDENR/DNO/NPDES CAROLYN BRYANT - 1617 MAIL SERVICE CTR RALEIGH NC 27699-1617 REFERENCE: 30045571 5536074 NPDES Before the undersigned, a Notary Public of said Canty and State, duly authorized to administer oaths affirmations, eta., personally appeared, being duly sworn or affirmed according to law, doth depose and say that he/she is a representative of the Knight Publishing Company a corporation organized and doing business under thei Laws of the State of Delaware, and publishing a newspaper known as The Charlotte Observer in the city of Charlotte, County of Mecklenburg and State of North Carolina and that as such he/she is familiar with the books, records, files and business of said Corporation and by reference to the files of said publication the attached advertisement was inserted. The following is correctly copied from the books and files of the aforesaid Corporation and Publication. I PUBLISHED ON: 09/17 AD SPACE: 120 LINE FILED ON: .09/20/05 NAME: C TITLE: DATE: 100a In Testimony Nhe f I have hereunto set my hand and affixed ny seal, the day and year afore ari .A n Commission Expires May 17, 2006 e K P*t Notary //�My Commission Expires: _/_/ n Vi h Z W = At 0 0. �r o Nr• 00 y —O wmw n onz00 E R ►'� r t� �n 5' LEGEND MANItOLD'TAF `\ AREA - - PROPERTY LINE FENCES —•••—•••— POND AND STREAM - - - - - - - DIKE WALLS AND UNIMPROVED ROADS IMPROVED ROADS DRAIN .VALVES ox a ABOVE GROUND BREAKOUT TANK I v DISTILLATE PRODUCT GROUND WATER REMMATION SYSTEM � zo0 SCALE IN FEET 7 7 ABOVE GROUND BREAKOUT TANK AA-T-cO GASOLINE PRODUCT Q POINT SOURCE DISCHARGE (1) TANK SECONDARY CONTAINMENT AREA (TSCA) REFERENCE NUMBER �Jv =3■ OUTFALL 001 DENR/DWQ FACT SHEET FOR NPDES PERMIT DEVELOPMENT NPDES No. NCO031038 Facility`Information Applicant/Facility Name: Colonial Pipeline Company /. Charlotte Delivery Facility Applicant Address: P.O. Box 1624 Alpharetta, Georgia 30009 Facility Address: 7524 Kenstead Circle, Paw Creek, North Carolina 281320 Facility Owner: Steven E. Jacobs Facility Contact: John W. Culbreath, Senior Environmental Technician Permitted Flow Not limited Type of Waste/Active Permits: 100% Stormwater through oil/water separator SIC Code 4613 NPDES NCG510207 - GWR RCRA EPA ID# NCD000623074 ND W00004751 - Spray Irrigation of Tank Bottom Water NESHAPS Mecklenburg County Air 99-184-627 Facility/Permit Status: Active; Renewal -Drainage Basin/County: Catawba/Mecklenburg Receiving Stream: UT to Paw Creek Regional Office: Mooresville Stream Classification: WS-lv State Grid / USGS Quad: F15SW/Mountain Island Lake 303 d Listed? No Permit Writer: Bob Guerra 'Subbasin: 03-08-34 Date: 12/16/05 Drainage Area (mil : <0.01 AOW Lat. 350 16' 34" N Long. 80' 55'45" W Summer 7Q10 cfs) 0 Winter 7 , 10 cfs : 0 30 2 (cfs) 0 Average Flow cfs : 0 IWC (%): 100% BACKGROUND Bulk storage facilities typically retain and manage stormwater behind secondary -containment dykes. Dyked areas are designed with sufficient volume to confine product in the event of a surface tank failure. Stormwater, often comprising several storm events, is held behind these dykes in proximity to the tanks and appurtenant piping. The permittee holds this stormwater for controlled, monitored release. This facility does not have a truck -loading terminal but distributes fuel to other distributors through manifold piping. Effluent water discharged from the outfall consists of the following types of discharger: 1. Manifold yard stormwater, which is collected by the underground drainage system and is routed to the facility oil/water separator for treatment prior to its release to the facility retention pond (outfall 001). 2. Washdown slab water is an intermittent discharge generated when internal cleaning or inspection equipment is removed from the facility scraper traps and when equipment is cleaned with water to remove any refined petroleum products. This wastewater is piped to facility oil/water separator for treatment prior to its release to the facility retention pond (outfall 001). 3. Prover loop calibration water is an intermittent discharge that is generated during the calibration of the facility prover loops, which are used to confirm meter accuracy. This wastewater is routed to the facility oil/water separator for treatment prior to its release to the facility retention pond (outfall 001). 4. Tank Bottom Water is water that accumulates in the petroleum storage tanks and is manually removed via the facility's "stingwater" system. The stingwater system consists of a piping network attached to the low point of each individual tank line. The water/product mixture is piped to the primary oil/water separator where the bulk of the separated product is recovered. The remaining Fact Sheet NPDES NCO0312038 Renewal Page 1 petroleum contact water is pumped into one of two available phase separation tanks. The water from the phase separation tanks can be handled two different ways. ■ It is processed on site and disposed of under the facility spray irrigation permit (ND W00004751) or ■ It is off-loaded and shipped to one of Colonials approved reclamation facilities. This Subbasin is in the Southern Outer Piedmont ecoreaion and contains the Sugar Creek watershed, a portion of Lake Wylie and much of the City of Charlotte metropolitan area. This is the most heavily urbanized region of the basin and the state, and its population is expected to increase over 30% by 2010. Only 52% of the Subbasin is forested - the smallest percent of any of the basins. Use support ratings in Subbasin 03-08-34 were assigned for aquatic life, fish consumption, recreation and water supply. All water supply waters are Supporting on an evaluated basis based on reports from DEH regional water treatment plant consultants. FILE REVIEW Notices of Violation (NOVs) NOV-2004-LV-0005 was issued on January 8, 2004 for a Benzene limit violation in April 2003. The Mecklenburg Regional Office issued a "Notice of Deficiency" on June 3, 2004 for failure to report Aquatic Toxicity testing on the May 2003 Discharge Monitoring Report (DMR). The facility submitted an amended DMR with the Aquatic Toxicity results. Whole Effluent Toxicity (WET) Test. Division records indicate that this facility has passed its annual acute toxicity test (>100) for four years, from 2000 through year 2004. DMR Review DMRs were reviewed from February 2003 through April 2005. Discharges from 001 were consistent with only November 2004 being reported as "No Discharge". The monthly flow rate was 0.0661 MGD. The highest daily flow occurred in September 2004 at 0.204609. Total suspended solids during this time averaged 4.61 mg/L with a maximum of 8.0 mg/L. The average oil and grease concentration was <5.0 mg/L with a maximum concentration of <5.0 mg/L. The average Turbidity during this time averaged 8.94 ntu with a high value of 33 ntu. The facility has passed its acute toxicity test during this permitting cycle. SITE INSPECTIONS Facility Inspection Correspondence files from 2001-2005 were reviewed. On 2-28-05 Mecklenburg Regional office conducted a site inspection and submitted a NPDES Staff Report and Recommendation report, which indicated that the facility has been in compliance during these inspections. The MRO staff report also stated that it was deferring action relating to the sampling site request from the permittee to the NPDES Unit. On June 3, 2005, the Mecklenburg County Water Quality Program conducted a site inspection and reported that the facility appeared well operated and maintained and that the facility and outfall are visually inspected daily by facility staff to ensure proper operation and safety. Fact Sheet NPDES NCO0312038 Renewal Page 2 REASONABLE POTENTIAL ANALYSIS: A review of the last three years of semi-annual 625 test data indicated that all parameters were at 'Non - Detect" limits. As a result of this review no RPA was run and the Semi-annual Monitoring Requirement is being removed from the permit during this renewal cycle. An RPA was run for BTEX, Phenols and MTBE. Colonial Pipeline Company -Charlotte Delivery Facility -Paw Creek NCO031038 Qw = MGD Time Period 0 Qw (MGD) 0 WWTP Class Class 1 7010S (cfs) 0 IWC (9/) @ N/A 7Q10S 7010W(cfs) 0 Qu 7Q10W N/A 30Q2 (cfs) 0 Q 30Q2 N/A Avg. Stream 0 Q QA N/A Flow, QA (cfs) Rec'ving Stream UT of Gum Creek Stream Class Ws -IV Outfall MYO PARAMETER TYPE STANDARDS& CRITERIA (2) OL jUnitsl RP RESULTS RECOMMENDED ACTION (1) NChmnic / FAV UNITS n Allowable Cw Acute Det cute: N/A Remove Limit / Monthly Monitoring Phenols C 0.17 ug/I 24 0 Chronic: #DIV/01t Requirement cute: N/A elate Limit / Continue Monthly Benzene C 1.2 ug/I 24 0 Chronic: #DIV/01 Monitoring Acute: N/A elate Limit / Continue Monthly Toluene NC 11 ug/I 24 1 Chronic: #DIV/0! Monitoring Ethyl cute: N/A Delete Limit / Continue Monthly Benzene NC 524 ug/I 24 1 hronic: #DIV/01 Monitoring Xylene NC 88.5 ug/I 25 1 cute: N/A Delete Limit /Continue Monthly Chronic: #DIV/01 Monitoring ute: N/1AContinue Monthly Monitoring I Submi MTBE C 24 5 Fhronic: an Action Plan within 12 months fron DI permit effective date Fact Sheet NPDES NCO0312038 Renewal Page 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Date May-03 Jun-03 Jul-03 Aug-03 Sep-03 Oct-03 Nov-05 Dec-03 Jan-04 Feb-04 Mar-04 Apr-04 May-04 Jun-04 Jul-04 Aug-04 Sep-04 Oct-04 Nov-04 Dec-04 Jan-05 Feb-05 Mar-05 Apr-2005 Date May-03 Jun-03 Jul-03 Aug-03 Sep-03 Oct-03 Nov-05 Dec-03 Jan-04 Feb-04 Mar-04 Apr-04 May-04 Jun-04 Jul-04 Aug-04 Sep-04 Oct-04 Nov-04 Dec-04 Jan-05 Feb-05 Mar-05 Apr-2005 BDL=1/2DL 0.1. 0.0 0.1 0.0 0.1 0.0 0.1 0.0 0.11 0.0 0.1' 0.0 0.11 0.0 0.1i 0.0 0.11 0.0 0.11 0.0 0.1` 0.0 0.1 0.0 0.1 0.0 0.1! 0.0 0.P 0.0 0.1i 0.0 0.11 0.0 0.11 0.0 0.1I 0.0 0.1; 0.0 0.1! 0.0 0.11 0.0 0.1t 0.0 0.11 0.0 Data Results Std Dev. 1.4379 Mean 1.0922 C.V. 1.3165 n 150 Mull Factor = N/A Max. Value 11.0 Max. Fred Cw N/A Benzene BDL=1/2DL 0.5 0.5 0.5 .. 1. j 0.5 0.5 ............1. i 0.5 -1, f 0.5 ......1 I 0.5 ,. ,... 1. 0.5 1 0.5 1 0.5 1 0.5 1 0.5 1 0.5 1 0.5 1 0.5 1 0.5 1 0.5 1 0.5 1 0.5 1 0.5 1 0.5 1 0.5 1 0.5 Fact Sheet NPDES NC00312038 Renewal Page 4 Units Results Std Dev. 1.4379 Mean 1.0922 C.V. 1.3165 n 125 Mull Factor = N/A Max. Value 11.0 Max. Fred Cw N/A ug/I ug/I Units ugli ug/I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Date May-03 Jun-03 Jul-03 Aug-03 Sep-03 Oct-03 Nov-05 Dec-03 Jan-04 Feb-04 Mar-04 Apr-04 May-04 Jun-04 Jul-04 Aug-04 Sep-04 Oct-04 Nov-04 Dec-04 Jan-05 Feb-05 Mar-05 Apr-2005 Date May-03 Jun-03 Jul-03 Aug-03 Sep-03 Oct-03 Nov-05 Dec-03 Jan-04 Feb-04 Mar-04 Apr-04 May-04 Jun-04 Jul-04 Aug-04 Sep-04 Oct-04 Nov-04 Deo04 Jan-05 Feb-05 Mar-05 Apr-2005 Data BDL=1/2DL Results 1 0.5 Sid Dev. 1 0.5 Mean 1 0.5 C.V. - 1 0.5 n 1 0.5 - 1 0.5 Mult Factor = 1 0.5 Max. Value 1 0.5 Max. Pred Cw 1 " 0.50 1 0.50 .. 1 0.50 `1 0.50 1' 0.50 1 0.50 / ,."2 i.. 2.00 0.50 --- 1 0.50 1 0.50 1� 0.50 1 0.50 1.,,01 `�,:'.i 0.50 `, 1 �, 0.50 0.50 0,50 Ethyl Benzene BDL=1/2DL Results 1 Tz ��,`.� ; 0.5 Std Dev. 1 'ra,c'J 0.5 Mean nil 0.5 C.V. a,, 11 1 0.5 n '1 0.5 1 ' 0.5 Mull Factor = L�..r 0.5 Max. Value 1. 1'> 0.5 Max. Fred Cw 1 �.;i, :. 0.5 1 0.5 1 =` 0.5 1 '� I 0.5 1 0.5 1 0.5 1 0.5 / 1.2 1.2 1 0.5 1 0.5 1 0.5 1 0.5 1' ` 0.5 1 0.5 1 0.5 1 0.5 Units 1.4379 1.0922 1.3165 100 N/A 11.0 ug/I N/A ug/I Units 1.4379 1.0922 1.3165 75 N/A 11.0 ugh N/A ug/I Fact Sheet NPDES NC00312038 Renewal Page 5 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 6 MTBE 1 2 3 4 5 6 7 8 9 ,g 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Date May-03 Jun-03 Jul-03 Aug-03 Sep-03 Oct-03 Nov-05 Dec-03 Jan-04 Feb-04 Mar-04 Apr-04 May-04 Jun-04 Jul-04 Aug-04 Sep-04 Oct-04 Nov-04 Dec-04 Jan-05 Feb-05 Mar-05 Apr-2005 Date May-03 Jun-03 Jul-03 Aug-03 Sep-03 Oct-03 Nov-05 Dec-03 Jan-04 Feb-04 Mar-04 Apr-04 May-04 Jun-04 Jul-04 Aug-04 Sep-04 Oct-04 Nov-04 Dec-04 Jan-05 Feb-05 Mar-05 Apr-2005 BDL=1/2DL Results 3 1.5 Std Dev. 3 '.. 1.5 Mean 3 1.5 C.V. 3 - 1.5 n 3 1.5 3 1.5 Mult Factor = 3 1.5 Max. Value 3 1.5 Max. Pred Cw 3 1.5 3 1.5 3 1.5 3 1.5 3 1.5 3 1.5 3 1.5 4 3.7 3 1.5 3 1.5 3 1.5 3 1.5 3 1.5 3 1.5 3 1.5 3 1.5 BDL=II2DL Results 5 i 2.5 Sld Dev. 5 2.5 Mean 5 2.5 C.V. 5 2.5 n 5 2.5 5 2.5 Mult Factor= 5 2.5 Max. Value 5 2.5 Max. Fred Cw 5 2.500 / L 11 11.000 5 2.500 5 2.500 5 2.500 5 2.5 5 2.5 5 2.5 5 2.5 5 2.5 5 2.5 5.6 5.6 6.2 6.2 5.7 5.7 7 7.3 5 2.5 Units 1.4379 1.0922 1.3165 50 N/A 11.0 ugA N/A ugA Units 1.4379 1.0922 1.3165 25 N/A 11.0 0 N/A 0 Fact Sheet NPDES N000312038 Renewal Page 6 Revised Standard Operating Procedures. The Division of Water Quality has revised the permitting strategies and Standard Operating Procedures (SOP) for this and all oil terminals in the state. The 2001 SOP has been updated and is now titled the `2005 Permitting Strategy Addendum NPDES Permit Requirements for Discharges from Petroleum Bulk - Storage Surface Storage Greater than One Million Gallons." (9-9-05). This document is based upon 1996 and 2001 Permit Requirements from Oil and Petroleum Storage Facilities. It delineates monitoring frequencies and permitting limits for contaminants commonly found at these sites. 2005 NPDES Permitting Requirements for Petroleum Bulk Storage Greater than One Million Gallons OR Terminal SOP: The following Pollutants of Concern were reviewed with subsequent changes made from previous the previous 2001 Permit Requirements from Oil and Petroleum Storage Facilities: 1. Flow -Discharge Rate and Duration 2. Acute toxicity 3. TSS 4. Oil and grease 5. BTEX 6. Napthalene (for Diesel) 7. EPA Methods 624/635 (as applicable) 8. Tank Solids, Tank Bottom Water and Rag Later 9. Hydrostatic Tank testing 10. MTBE 11. Benzene in Water Supply 12. Phenol in Water Supply 13. Turbidity Monitoring (Paw Creek Terminals). SUMMARY OF PROPOSED CHANGES 1. Effluent Limitations and Monitoring Requirement 1. Setting a deadline for cessation of sampling from Outfall to two years after permit issuance. 2. Addition of permit condition A (2): i. Beginning on February 1, 2008 and lasting until expiration, the Permittee is authorized to discharge from the following outfalls: Tank Storage Containment Area (TSCA)-001, TSCA-002, TSCA-003, TSCA-004A, TSCA-00413, TSCA-005, TSCA-006, TSCA-007 and Manifold Yard Outfall -MYO. 3. Addition of permit condition A (5): i. Narrative to clarify which outfalls drain stormwater from which areas of the facility. 4. Addition of permit condition A (6): i. Special sampling conditions 2. Deletion of EPA Method 625 monitoring requirement. 1. The twice -annual EPA 625 scans since 2000 reported non -detect results for napthalene and other middle distillate compound and semi -volatile or volatile organic compound. Because of nine (9) non -detect sampling events the semi-annual monitoring requirement using EPA Method 625 has been deleted from this permit renewal. Changes required by new 2005 SOP Permitting Requirements for Petroleum Bulk Storage Greater than One Million Gallons 1. Removal of Phenols Limit and change monitoring requirement to Quarterly. 2. Removal of Benzene Limit with monthly monitoring requirement. 3. MTBE monitoring has been included in this permit with a monthly monitoring frequency. 4. Addition of an action plan for its elimination to be submitted 12 months from permit issuance date. Fact Sheet NPDES NCO0312038 Renewal Page 7 PROPOSED SCHEDULE FOR PERMIT ISSUANCE Draft Permit to Public Notice: September 14, 2005 Permit Scheduled to Issue: February 1, 2006 (est) NPDES DIVISION CONTACT If you have questions regarding any of the above information or on the attached permit, please contact Bob Guerra at (919) 733-5083 ext. 539. REGIONAL OFFICE COMMENTS NAME: DATE: SUPERVISOR: DATE: Fact Sheet NPDES NCO0312038 Renewal Page 8 CC)LO NkAL piPEUNE-'�{}U eR.EEk T�RhnluRl— -IVc o03(Q38 S ITF UtEw �Ffwm Kc-(`S 'II oPl-o LDOelv6 50uTI4- i r.. y t- OOTPf LI ocq TO COLLMLO) poNo t F UA ,�tyr A eR+ •, •r+ti �,. fi •1 V14 r rw .1�. ". i•. tIY� y(. ...�. .1, �;'►r a /g T ru 1. i' y- i'.. �w.,\t f Jio -y 1 ♦ r �� 1] �� I J ` a `_� W7' (i / I :. • � y I 1 i i - I� m C)U-"FALL 00g 7b CAST Ct N( )ijeL f - a AN .16 V f� � • �1M� F. CIL'i '`a5 fil.': 8 i � 61 ��� +�.. i n1 . i Sul{ ".+�� 1 •Yra { A � u..: � � �k1lC� t, t lye '•Y• Ti � ��}.�. .a w rya °r 71 W y w it OUT r—f�LL ooa 1-o E—ftST c "Yo N e L -..r � � _ � ice. �' � 1� �� � �`. � � . .'�, ! J.�....n.. ,�_ _ M N1 y� � 5 �r y -; ��-T�'�'.. 1 ?4 C c) (-LEM K) t'- o Nb LOOV-W 6 SWOL+ -FRDW-- Tsc.A *F3 C� OLLt"tOV-) pON6 CF�LL c/PTERS �� STRre� LOCFNED PiT s. EUO of StZE"t Rw2 -to Ovrpftu. 001 1 r �i b iw � Tr7a77 : 7,: � ry ��� � � 'l �� 1 � '8, .. � �. -e-� 6 i ��- � �� � ' - r--,.^ i. '''..:1:� 1 I _. { �r. {i s. ♦ m s �r ,F tC0�t k t * N t i' � �► _ y ^ , Si el r '< S t � J �M1 t 4 1' t� J 111D t Vq lri !� ��IedA»twb Nca33( o318 1pl,r>n1 i Al-- IQ _j�3j(4NA'f% �M �� I^l i i�s — �� �'� • S�*^P_c,.l �S oars--v /�fo/J T4Lf^�y L(Kt Gl/L2ct� r l iT f'u--- si �j/1i cDu?TALC S (0) John W. Culbreath Senior Environmental Technician Southeast District November 1, 2005 Mr. Bob Guerra NCDENR / Water Quality /NPDES Unit 1617 Mail Service Center Raleigh, NC 27699-1617 Colonial Pipeline Company _ Office = 704-399-5259 x:- 704-399 9029 Iis � �, � ! �. I NOV - 7 2005 IIII�� _--- ---� DENR - Yi;tTER LiTY r(,INT SOURCE BRANCH Re: Draft NPDES Permit No. NC0031038 — Comments Colonial Pipeline Company Mecklenburg County Dear Mr. Guerra: I have reviewed the draft permit for the facility referenced above. Based on the revisions that have been made with respect to the current permit, Colonial is willing to accept the draft permit and continue sampling Outfall 001 as the point of compliance. Previous correspondences were sent during the renewal process requesting representative outfall status and the elimination of Outfall 001 as a point of compliance and would still be the preferred option. Analytical data from each outfall was submitted with the permit application. Please review the attached facility map. The preferred option sampling requirements would include three outfalls; TSCA - 6, TSCA — 2, and the Manifold Yard Ouffall (MYO). TSCA-6 would be representative of distillate storage areas which flow to the east channel. TSCA-2 would be representative of gasoline storage areas that discharge to the west channel. The MYO would be representative of runoff from the piping manifold area. Please advise me, in writing, as to what additional measures need to be taken to implement this option. If you have any questions or need any additional information I can be reached at 704-399-5259. Very truly yours, ohn W. Culbreath Senior Environmental Technician Enclosure 7524 Kenstead Circle Paw Creek, NC 28130 P.O. Box 87 Paw Creek, NC 28130 State of North Carolina Department of Environment and Natural Resources Division of Water Quality Michael F. Easley, Governor William G. Ross, Jr., Secretary Alan W. Klimek, P.E., Director MEMORANDUM To: Brit Setzer From: Subject: September 14, 2005 NC DENR I DEH I Regional Engineer Mooresville Regional Office Robert Guerra NPDES Unit 1, •a -V NCDENR NORTH CAROUNA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES Review of Draft NPDES Permit NCO031038 Paw Creek Water System / Colonial Pipeline Company WWTP Mecklenburg County RECEIVED 1." oresvilln R:.lrnel f SEP I & r:i.e.i71 S Please indicate below your agency's position or viewpoint on the draft permit and return this form by March 16, 2005. If you have any questions on the draft permit, please contact me at the telephone number or e-mail address listed at . the bottom of this page. il RESPONSE: (Check one) Concur with the issuance of this permit provided the facility is operated and maintained properly, the stated effluent limits are met prior to discharge, and the discharge does not contravene the designated water quality standards. ❑ Concurs with issuance of the above permit, provided the following conditions are met: ❑ Opposes the issuance of the above permit, based on reasons stated below, or attached: 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 919 733-5083, extension 539 (fax) 919 733-0719 VISIT USONTHEINTERNET@http:llh2o.encstate.nc.us/NPDES Bob.Guerra@ncrtail.net - - 15(t) _ . _ 9 T s c fl-s— �, r o0,Lo0 0ao% ND � - YO VV A IO , C� —7 -- Cp C �J�'%.1 ✓� - -6p 7 Ci TscA- 3 Cfl- Tsc-`S 7 -rs Ch-- 7 Colonial Pipeline Company John W. Culbreath Senior Environmental Technician Southeast District Iuly.j.9;a2005 Mr. Bob Guerra NCDENR / Water Quality /NPDES Unit 1617 Mail Service Center Raleigh, NC 27699-1617 Re: NPDES Permit No. NCO031038 - Renewal Supplement Colonial Pipeline Company Mecklenburg County Dear Mr. Guerra: Office - 704-399-5259 Fax - 704-399 9029 In the renewal submittal letter dated December 22, 2004 for the above referenced permit, the request was made that your department consider representative outfall status for the Colonial facility. A table of analytical data compiled from sample results of each outfall was provided in the original renewal submittal. The data collection began in September 2004 with intentions of collecting at least 12 samples from each outfall prior to the renewal date of December 31, 2005. Due to below average rainfall events and unforeseen circumstances, only 9 samples were collected for 5 ouffalls, 8 for one outfall, and 7 for two outfalls.CColonial'understands.ttib'oreference of -the depaitinentto:have,Y12 sets•of Cdata—_but requeststhat-representative-outfall.status>still, be,considered based on the data that was to_ btained. ColonialF,also requests permissiomto:.modify,or eliminate the, Sampling.and:'Analysis Plan: that -was,. developed for the site. <The.Plan- identified-a,sampling schedule that, was followed in the.collectionr of representative outfaffstatus data If a plan is still necessary, the Plan would.be.revised to reflect actual requireriients.of the new permit Colonial also requests that the new permit require only one acute toxicity,sample annually per ouffall. Wfinal:request would be to allow flow rates from each outfall to be calculated based on total rainfall per area draining to the outfall. Thank you for considering these requests. If you have any questions or need any additional information I can be reached at 704-399-5259. Very truly yours, John W. Culbreath Senior Environmental Technician JUL 2 1 2005 D DENR - WATER QUALITY POINT SOURCE BRANCH 7524 Kenstead Circle Paw Creek, NC 28130 P.O. Box 87 Paw Creek, NC 2813.0 .n SOC PRIORITY PROJECT: Yes No X f To: Permits and Engineering Unit Water Quality Section Attention: Carolyn Bryant Date: March 23, 2005 NPDES STAFF REPORT AND RECOMMENDATION County. Mecklenburg MRO No.: 05-02 Permit No. NCO031038 PART I - GENERAL INFORMATION 1. Facility and Address: Colonial Pipeline Company Post Office Box 87 Paw Creek, North Carolina 28130 2. Date of Investigation: 02-28-05 3. Report Prepared By: Samar Bou-Ghazale, Env. Engineer I 4. Persons Contacted and Telephone Number: Mr. John Gilbreath, Environmental Engineer, (704)399-5259 5. Directions to Site: From the junction of Highway I-85 and Highway 27 in Charlotte, travel west on Highway 27 (Freedom Drive) approximately three (3) miles to Old Mt. Holly Road. Turn right onto Old Mt. Holly Road and travel approximately 0.2 mile to intersection with Kenstead Circle. Turn right on Kenstead Cirle and travel approximately 200 feet. The entrance to Colonial Pipeline Company is located on the left side of the road 6. Discharge Point(s). List for all discharge points: Latitude: 3501717 Longitude: 800 56' 08" Attach a U.S.G.S. map extract and indicate treatment facility site and discharge point on map. USGS Quad No.: F 15 SW USGS Quad Name: Mountain Island Lake 7. Site size and expansion are consistent with application? Yes X No_ If No, explain: S. Topography (relationship to flood plain included): Moderately hilly, with slopes of 3 to 70/6. The site is not located in a flood plain. 9. Location of nearest dwelling: None within 500 feet of the discharge point. 10. Receiving stream or affected surface waters: Unnamed tributary to Gum Branch. a. Classification WS-IV b. River Basin and SubbasinNo.: Catawba River Basin; 030834 c. Describe receiving stream features and pertinent downstream uses: Discbarge is taking place into an unnamed tributary to Gum Branch. General C classification uses downstream. PART H - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS 1. Type of wastewater to be permitted: 0% Domestic 1000/6 Industrial Volume of Wastewater. The wastewater is generated from storm water that falls into the manifold area and is collected in a french drainage system. Petroleum constituents are introduced into the storm water from any free phase petroleum that enters the underground drainage system as the result of a spill or from slab wash down water. The current permitted capacity for groundwater remediation is 0.0648 MGD. b. What is the current permitted capacity of the wastewatef treatment facrb' . The . current permitted capacity for groundwater remediation is 0.0648 MGD. C. Actual treatment capacity of the current facility (current design capacity)? N/A. d Date(s) and construction activities allowed by previous Authorizations to Construct issued in the previous two years: N/A e. Please provide a description of existing or substantially constructed wastewater treatment facilities: The existing wastewater treatment consists of An oil water separator (at the manifold area) that discharges to an unnamed tributary, located on the north side of the property, that discharges into the main pond located on the property; A groundwater remediation system consisting of an oil/water separator, diffused air unit, and activated carbon adsorption unit that discharges to an unnamed tributary, located on the south side of the property, that discharges into Page 2 - the main pond. Storm water run-off from the tank area located on the south side of the property discharges to a smaller pond above the main pond (The smaller pond discharges to the unnamed tributary located on the south side and subsequently to the main pond). Also, Storm water rim -off from the tank area located on the north side of the property discharges via a pipe to the main pond (without treatment). f Please provide a description of proposed wastewater treatment facilities: N/A g. Possible toxic impacts to surface waters: Due to nature of the wastewater there could be some toxicity concern. IL Pretreatment Program (POTWs only): N/A. 2. Residuals handling and utilization/disposal scheme: Sludge that accumulates in the oil/water separator is pumped and disposed by Hamnat Transportation & Disposal Inc., Tel # 704-332-5600. Carbon canisters are handled by A & D Environmental, Tel # 336- 434-7750. The tank bottom water is treated/disposed on site as approved by Permit No. W00004751. 3. Treatment plant classification (attach completed rating sheet): Class I 4. SIC Code(s): 5171 Primary: 39 Main Treatment Unit Code: 53000 PART III - OTHER PERTINENT INFORMATION 1. Is this facility being constructed with Construction Grant Funds or are any public monies involved (municipals only)? N/A. 2. Special monitoring or limitations (including toxicity) requests: Toxicity may need to be limited/monitored due to the suspected toxic nature of such discharges. 3. Important SOC, JOC or Compliance Schedule dates: (please indicate) N/A. 4. Alternative Analysis Evaluation: Has the facility evaluated all of the non -discharge options available. N/A Page 3 5. Air Quality and/or Groundwater concerns or hazardous material utilized at this facility that may irrpact water quality, air quality or groundwater? Contaminated groundwater exists at the site. Air Quality Permit for this facility is required by Mecklenburg County. PART IV - EVALUATION AND RECOMMENDATIONS Colonial Pipeline Company is requesting an NPDES Permit renewal for the discharge of treated wastewater. The wastewater is generated from a ground water remediation system and stormwater nmoff A letter to Charles Weaver regarding sampling locations was submitted with the renewal application. The Mooresville Regional Office defers action on this matter to the NPDES Unit. Upon resolution of the above, it is recommended that the permit be renewed. Signature 'Report P parer G6a� Water QuaUtAegional Supervisor 3�2.77/0 Date so a- ad sTJdL).a t don 4/ TSS yS.DmS�� U Lq r ( �/ LI E � ,� �.�C 1, 0-0 S O �- a It 0 -(y_ QL-q y — 005 o ��I a—(e. / �_ a c� John W. Culbreath Senior Environmental Technician Southeast District December 22, 2004 Mr. Charles H. Weaver, Jr. NCDENR / Water Quality /NPDES Unit 1617 Mail Service Center Raleigh, NC 27699-1617 Colonial Pipeline Company i 04-399-5259 04;3999029 VM AN JJ 6 2005 DENR - WATER QUALITY i :. POINT SOURCE BRANCH Re: NPDES Permit No. NCO031038 — Renewal Submittal Colonial Pipeline Company Mecklenburg County . Dear Mr. Weaver: Colonial Pipeline Company requests renewal of the above referenced permit which will expire on July 31, 2005. The Responsible Corporate Officer for the purpose of this renewal is now Mr. Steve E. Jacobs, General Manager -Operations for Colonial Pipeline Company. The -current compliance point, is, the, discharge at the facility retention pond (Outfall 001). All stormwater run-off from the facility flows into the pond. However, run-off from other off -site industrial areas and subdivisions also flows through the pond. #Dudng-the_reneviwaliprocess:in 2001_ Colonial -met not status In hopes of. reducing:hid.. number _of: compliance outfalls, to'_three._ The _ouffall6:.would:.be rep[esentative.of, a.distillate TSCA, a gasoline TSCA, and the.MYO_ NCDENR denied the request due to lack of analytical data from the individual ouffalis. A Sampling and Analysis Plan was then submitted to Mr. -Good6cli outlining a program to sample the eight separate outfall areas. The enclosed response letter from Mr. Goodrich stated that Colonial should continue monitoring Outfall 001 to maintain compliance._He also suggested that Colonial implement the Sampling and Analysis Plan at least a year prior to, this application to collect data from the individual outfalls so that a permitting strategy and possible representative outfall status could be considered. A-tablewith the results of each individual outfall is attached for your review. Colonial requests that your department' consider the enclosed information and approve the representative outfall option mentioned above. Colonial also requests a meeting with members of your department to discuss the permitting strategy and the analytical parameters that will be required for the facility. 7524 Kenstead Circle Paw Creek, NC 28130 P.O. Box. 87 Paw Creek, NC 28130 Colonial Pipeline Company December 22, 2004 Page 2 Below is a list of the renewal package: 1. Cover letter requesting permit renewal and documentation of any changes since issuance of the last permit (signed original and two copies) 2. The completed application form signed by the permittee (signed original and two copies) 3. The stormwater outfall analytical results table 4. Copy of the letter dated September 23, 2002 from Mr. David Goodrich of NCDENR 5. A narrative description of the sludge management plan for the facility (signed original and two copies) 6. Facility maps If you have any questions or need any additional information I can be reached at 704-399-5259. Very truly yours, John W. Culbreath Senior Environmental Technician Enclosures Colonial Pipeline Company Colonial Plineline Company Charlotte Delivery Facility Stormwater Outfall Analytical Results OUTFALL DATE TSS/mg/I O&G/mg/I PHENOL/mg/I SW-MYO 9/29/2003 8 BDL BDL - 10/7/2003 6 BDL BDL 1/6/2004 6.. BDL BDL 2/13/2004 14.. BDL BDL 3/31/2004 12 • BDL BDL 6/15/2004 4 . BDL 0.07 • 7/27/2004 20. BDL BDL • 8/31/2004 5 - BDL BDL 11/5/2004 100 BDL BDL SW-TSCA-1 9/29/2003 BDL BDL BDL �°14S�u 10/7/2003 BDL BDL BDL 1/6/2004 13 BDL BDL. 2/13/2004 28 BDL LAB ERROR C 3/31/2004 9 BDL BDL. �j}Nle S 6/15/2004 14 BDL 0.07 711 7/27/2004 20 BDL BDL. 7/0'- 8/31/2004 31 BDL BDL 717 11/5/2004 37 BDL 0.054 SW-TSCA-2 9/29/2003 3 ` ' BDL BDL 10/7/2003 10 BDL BDL a�}'30L[W 1/6/2004 a. NS NS NS 2/13/2004 28 BDL LAB ERROR 3/31/2004 13 BDL BDL 7! 6/15/2004 NS NS . NS �5 7/27/2004 15 BDL BDL 7�5 8/31/2004 16 BDL � BDL 11/5/2004 25 BDL BDL SW-TSCA-3 9/29/2003 4 BDL BDL 6A5a4b1- 10/7/2003 61 BDL BDL 1/6/2004 4 NS NS 2/13/2004 8 BDL LAB ERROR 7 3/31/2004 5 BDL 0.05 3 6/15/2004 4 BDL BDL ? 7/27/2004 2 BDL BDL ?3 8/31/2004 2 BDL 0.05 11/512004 BDL BDL BDL - MYO - MANIFOLD YARD OUTFALL BDL - BELOW DETECTION LIMIT NS- NOT SAMPLED SW - STORMWATER TSCA - TANK SECONDARY CONTAINMENT AREA PARAMETER/RESULTS BETX/ug/I MTBE/ug/I ACUTE TOXICITY / % BDL, BDL 0 BDL BDL A BDL BDL 0 BDL BDL 0 BDL BDL 0 BDL BDL 0 BDL BDL 0 BDL BDL 0 BDL BDL 0 BDL BDL 9.4 BDL BDL 7.5 BDL BDL 34.7 3.6(TOLUtNfj BDL 0 BDL BDL 0 BDL BDL 0 BDL BDL 25.2 BDL BDL 8.8 BDL BDL 64.6 BDL BDL 0 BDL BDL 0 NS NS 0 BDL BDL 0 BDL BDL 0 NS NS NS BDL BDL 80 BDL BDL 0 BDL BDL 0 BDL BDL 0 BDL BDL 0 NS NS 0 BDL BDL 0 BDL BDL 0 BDL BDL 0 _ BDL BDL 0 BDL BDL 0 BDL BDL 0 TI IRBIDITY/NTU NAPHTHALENE/ug/l 13 NS• NS NS NS- NS NS NS NS NS NS 30 10 8.1 2.1 NS NS NS BDL NS BDL NS NS NS NS NS NS 40 10 NS NS NS NS NS 4 5.4 NS NS NS NS NS NS NS NS NS NS NS 21 14 29 NS NS NS NS 1.1 NS NS NS NS NS NS NS NS NS NS 5 NS NS 3.1 5 NS NS Colonial Pipeline Company Charlotte Delivery Facility Stormwater Outfall Analytical Results PARAMETER RESULTS OUTFACE DATE TSSlmgll O&G/mg/I PHENOL/mg/1 BETX/ug/I MTBE/u /1 ACUTE TOX SW-TSCA-4 9/29/2003 2 BDL BDL BDL BDL 0 i0/W4(,U-- 10/7/2003 1/6/2004 3 BDL BDL BDL BDL 0 62 NS NS, NS NS p 2/13/2004 16 BDL LAB ERROR BDL BDL p 3/31/2004 19 BDL BDL BDL BDL p 6/15/2004 6 BDL 0.07• BDL BDL 0 7O ,5 7/27/2004• 5 BDL BDL- BDL BDL 0 73 8/31/2004- 4 BDL 0.06. BDL BDL p 11/5/2004 2 BDL BDL BDL BDL p SW-TSCA-5 9/29/2003 NS NS NS NS NS NS 10/7/2003 NS NS NS NS NS NS 1/6/2004 3 BDL BDL BDL BDL 0 2/13/2004 52 BDL LAB ERROR BDL BDL 0 3/31/2004 140 BDL BDL BDL BDL 0 6/15/2004 9 BDL 0.07 BDL BDL p 770 7/27/2004 17 BDL BDL BDL BDL p 8/31/2004 60 BDL 0.06 BDL BDL p 11/5/2004 7.5 BDL BDL BDL BDL p SWOTSCA-6 9/29/2003 3 6 BDL BDL BDL p &48a4VE" 10/7/2003 6 BDL BDL BDL BDL p °F- 1/6/2004 2 BDL BDL BDL BDL p ft5n - 2/13/2004 7 BDL BDL BDL BDL p 3/31/2004 11 BDL BDL BDL BDL p �5D 1 6/15/2004 6 BDL 0.05 BDL BDL p 760 7/27/2004 8 BDL BDL BDL BDL 0 8/31/2004 4 BDL 0.06 BDL BDL 0 11/5/2004 2.8 BDL BDL BDL BDL 0 SW-TSCA-7 9/29/2003 BDL BDL BDL BDL BDL 70.7 10/7/2003 20 BDL BDL BDL BDL 61.8 1/6/2004 2 BDL BDL BDL BDL 72 2/13/2004 3 BDL LAB ERROR BDL BDL 79.4 70X 3/31/2004 3 BDL BDL BDL BDL 68.3 6/15/2004 13 BDL BDL BDL BDL p 7/27/2004 4 BDL BDL BDL BDL 70.7 8/31/2004 2 BDL 0.05 BDL BDL 15A 11/5/2004 4 BDL BDL BDL BDL p MYO - MANIFOLD YARD OUTFALL BDL - BELOW DETECTION LIMIT NS- NOT SAMPLED SW - STORMWATER TSCA - TANK SECONDARY CONTAINMENT AREA ICITY / % TURBIDITY/NTU NAPHTHALENE/ug/l 0.42 NS NS NS NS NS NS NS NS NS NS NS 8.6 NS 7.6 NS 11 NS NS NS NS NS NS NS NS NS NS NS NS NS 16 BDL 32 NS 8 BDL 0.61 NS NS NS NS NS NS NS NS NS N9 NS 12 BDL 5 NS 5.7 BDL 0.5 NS NS NS NS NS NS NS NS NS NS NS 14 BDL 3.1 NS 20 BDL O Colonial Pipeline Company SLUDGE MANAGEMENT PLAN — CHARLOTTE DELIVERY FACILITY Colonial's treatment works for stormwater runoff at the Charlotte Delivery Facility consists of one oil / water separator (Manifold Yard Outfall-MYO) and a retention pond which acts as a sedimentation basin and an emergency oil / water separator for the Tank Secondary Containment Areas (TSACs) and the MYO. The oil / water separator has been designed to capture any refined petroleum products that may be present in the wastewater flowing through the separator. All refined petroleum products that accumulate in the oil / water separator are returned to Colonial's pipeline system. The oil / water separator is equipped with high level alarms for both product and water. These alarms are tested annually to ensure proper operation. Sludge accumulates on the oil / water separator floor, and the sludge accumulation rate is such that it needs to be removed approximately once a year. Since influent to the oil / water separator is minimal during dry weather, cleaning can be scheduled so that flow bypassing is unnecessary. After the oil / water separator is cleaned, the sludge is transported to a licensed waste disposal facility by a permitted waste transporter. An appropriate transporter and disposal facility are selected just prior to cleaning. Although sediment accumulates at the bottom of the facility retention pond, it accumulates at a rate such that the pond seldom needs to be dredged. If the retention pond is dredged in the future, Colonial will contact the North Carolina Department of Environment and Natural Resources concerning disposal of the dredged material. Date /z -/ 5/-O y John W. Culbreath Senior Environmental Technician Date 3 oS Steve E.bs General nager- Operations CADocuments and SettingsUCulbreaNy Documents\Chadot1e\NP0ES\2005 renewal\Sludge Management Plan 2005.doc TSCA-1 _ — ' \ • • ` ' �� N 350 17.067 W 0W 56.142, \\\ 712 \�x TSCA-2 \ ` J N 35017.095 W 0800 56.132' �\\ 717 \\\ '•.'` _ GROUND WATER REMEDIATION SYSTEM \ \/i�\\�.. �J 762 I \ _ // \\\\\ (�) 711 �. /713r \ '• �, 7s0 715 \\� / (/ 718 (2) / / \\ \ GROUND WATER REMEDIATION I SYSTEM OUTFALL TSCA-7 \\\\ \ `--�� 710 N 35° 16.994 W 0800 55.980' 760 \\\ \ TSCA N 35017.095 W 0800 56.066' 731• �� I�I�II ``\\ 733 \\\ \ \/ •\ TSCA4B N 35017.153 W 0800 56.031' EAST CHANNEL \ TSCA-5 N 35017.088 W osr 55.964' LEGEND PROPERTY LINE FENCES POND AND STREAM DIKE WALLS AND UNIMPROVED ROADS IMPROVED ROADS DRAIN VALVES ABOVE GROUND BREAKOUT TANK DISTILLATE PRODUCT ABOVE GROUND BREAKOUT TANK GASOLINE PRODUCT POINT SOURCE DISCHARGE MANIFOLD YARD AREA MANIFOLD YARD AREA OUTFALL— MYO N 35017.176 W 0800 55.968' TANK SECONDARY CONTAINMENT AREA (TSCA) REFERENCE NUMBER \ 1/ TSCA-4 N 35017.227 W 0800 56.017' —,./WEST CHANNEL TSCA-3 N 350 17.268 W 0800 56.099' / POND / 0 200 I I SCALE IN FEET OUTFALL 001 March 29, 2004 1321:33f/ k"LWI/IlluI TO: Dave•Goodrich NPDES Unit �•/ FROM: D. Rex Gleason PREPARED BY: Richard Bridgeman 1 �'1 LS jt 1 jU' MAR 3 1 2004 OR OU,1LITY I Kv,T so�kcE okAd:6H SUBJECT: Colonial Pipeline — Charlotte Delivery Facility NPDES Permit No. NCO031038 Mecklenburg County, NC Attached please find a request from the attorneys for Colonial Pipeline for this Office to rescind a Notice of Violation (NOV-2004-LV-0005) issued on January 8, 2004. The Notice was issued in response to a Benzene limit violation occurring during April 2003. As you will note in the letter from Mr. Gaskins, of Hamilton Gaskins Fay & Moon, it is the assertion of Colonial that the violation occurred as the direct result of a release of free product from an oil/water separator at the CITGO facility. The CITGO facility also has a permitted discharge (NPDES Permit No. NC0021962) to a UT to Gum Branch. Unfortunately, the UT to which the CITGO facility discharges is 1 of 3 UT's to Gum Branch which feed a retention pond identified in the facility description for the Colonial facility. According to the Colonial terminal manager, all 3 UT's have flow 12 months per year. The retention pond appears to be an impoundment, but Permit Part 1, A.(4.) concerning a requirement for an engineering study would seem to suggest that the DWQ does not think so. Even so, the fact remains that the permitted discharge and runoff from the CITGO facility ultimately enter Colonial's retention pond. Colonial has previously requested that the designated effluent sampling location be relocated to a point unaffected by another discharge. It is the contention of Colonial that the request was denied by letter from Alan Klimek (signed by Dave Goodrich) dated September 23, 2002. As required in the effective permit, Colonial should monitor the discharge at a point downstream of the retention pond's outfall. This being so, Colonial is presently required to treat its own wastewater and that of any other dischargers to the 3 UT's which feed the retention pond. Based on the permit, the subject violation is valid, as was issuance of the Notice of Violation. It is not the intention of this Office to rescind the Notice unless it is likely that the Division will modify the designated effluent sampling location. Mr. Gaskins will be notified of our intention with respect to the Notice, and of our correspondence to you. Please contact us with any questions or comments. Attachment I ul'7 ATTORNEYS AT LAW ami Iton (� 2020 Charlotte Plaza • 201 South College Street G�aSklns Charlotte, North Carolina 28244-2020 \ ' Telephone: 704.344.1117 & ` Facsimile: 704.344.1483 oon, PLLC Richard C. Gaskins, Jr. Email: rgaskins@hgfmlaw.com 704-227-1046 March 22, 2004 ' 6fiO OFFICE. Mr. D. Rex Gleason Water Quality Regional Supervisor MAR 2 4 2004 Division of Water Quality North Carolina Department of Environment and Natural Resources Mooresville Regional Office a 919 North Main Street IVA Mooresville, North Carolina 28115 Re: Colonial Pipeline - Charlotte Delivery Facility NPDES Permit No. NCO031038 NOV-2004-LV-0005 Mecklenburg County Dear Rex: In January, Colonial Pipeline Company ("Colonial") received a Notice of Violation ("NOV") signed by you for alleged effluent limitations at its Charlotte Delivery Facility in Paw Creek, North Carolina. As indicated in prior correspondence and discussions between Colonial and the Department of Environment and Natural Resources ("DENIV), the alleged violations were the result of an overflow of free products from an oil water separator at the CITGO facility in Paw Creek. Because the CITGO facility is located upstream from the Colonial Pipeline facility, petroleum constituents from the CITGO release were detected in stream samples taken by Colonial immediately after the release at the CITGO facility. At the time of the sampling, Colonial had no ongoing discharges which would have contributed to the constituents detected in the sampling. Thus, Colonial respectfully requests that the NOV be rescinded and that the record also renews its request to be allowed to Facts an upset condition caused by a third party. Colonial ale a location that is representative of Colonial's ves petroleum facilities. On April 21, 2003, Colonial personnel discovered what appeared to be a release of a petroleum product flowing onto the Colonial property from the CITGO facility through a small tributary that flows into Colonial's stonnwater retention pond. Subsequent investigation suggested that an oillwater separator tank on CITGO's property had overflowed into the tributary. The appropriate governmental authorities and CITGO were immediately notified of the release. Colonial and CITGO mobilized their response teams and absorbent material was Hamilton Gaskins Fay & Moon, PLLC Mr. D. Rex Gleason March 22, 2004 Page 2 deployed to prevent free product from reaching the retention pond. Because of the quick response, the impact of the release was minimal. Although the response by Colonial and CITGO appeared to prevent any free product from reaching the retention pond, odors were detected near the outfall from the retention pond on . April 22, 2003. Although not required, Mecklenburg County Department of Environmental Protection ("MCDEP") requested that Colonial collect samples at the retention pond outfall and at a location near the CITGO property line that was upstream of any possible sources of contamination on the Colonial property. An analysis of the samples found that there were elevated levels of BTEX, MTBE and naphthalene at both locations. The levels of all constituents except benzene were below the effluent standards in Colonial's NPDES permit at the retention pond outfall. The level of benzene at the retention pond outfall (3.1 ug/1) was slightly in excess of the permit limit of 1.19 ug/l. The upstream sample was almost 100 times higher than the downstream sample; it contained 330 ug/l of benzene. Subsequent samples were within the permit limits. On May 27, 2003, the monitoring results were submitted to DENR with the regular effluent sampling results. A cover letter that accompanied the data explained that the incident at the CITGO facility caused an upset condition reflected in the April 22, 2003 monitoring results. Rather than receiving any word of thanks for assisting with the cleanup and monitoring of the CITGO release, Colonial was surprised to receive a Notice of Violation dated January 8, 2004, for the release from the CITGO facility. As you probably know, during the permit renewal process, Colonial expressed concerns that it might be held accountable for releases from other facilities if it was required to sample a location that received runoff from other facilities. In particular, Colonial objected to adding a sampling location at the retention pond outfall because of concerns that the retention pond received runoff from other petroleum facilities in the area. Instead, Colonial requested that it be allowed to take a representative sample of the runoff from its diked areas. DENR denied Colonial's request to be allowed to sample representative outfalls from Colonial's facility at that time because DENR contended that there was insufficient data. Since that time, Colonial has gathered additional data pursuant to an approved sampling and analysis plan. The additional sampling demonstrates that there is no significant difference between the runoff from any of the diked areas at Colonial's facility. Discussion The NOV will create problems for Colonial because it is a non -appealable decision that will be used by others as evidence that Colonial has violated the law. A company's record of compliance is significant when government agencies are making decisions about allowing new projects, issuing permits, or assessing penalties. Furthermore, it is our understanding that there is the potential that DENR will issue a penalty based upon this NOV. The NOV issued against Colonial should be rescinded and no penalty should be issued because it is well established under Hamilton Gaskins Fay & Moon, PLLC Mr. D. Rex Gleason March 22, 2004 Page 3 North Carolina law and the NPDES program that a permitee should not be cited for a violation caused by a third party. It is not a violation of Colonial's NPDES permit if a discharge fi-om anotherfacility causes an exceedance of an effluent limit in Colonial's permit. Nothing in the Clean Water Act or North Carolina law allows DENR to require Colonial to treat, cleanup, or otherwise be responsible for discharges caused by third parties. In general, the Clean Water Act, and related North Carolina law impose liability on the person or persons who had ownership or control of a regulated substance immediately prior to its release into the environment. The Clean Water Act and North Carolina law make it illegal to discharge a pollutant without a permit. See 42 U.S.C. §§ 1311 and 1342. Under the Clean Water Act, a "discharge" is defined as "the addition of a pollutant" to a waterbody. See 42 U.S.C. § 1362(12). North Carolina law requires permits for activities that "increase the quantity of waste discharge through any outlet ... to any extent which would result in any violation of the effluent standards or limitations established for any point source ...." N.C. Gen. Stat. § 143- 215.1(4). A "discharge" is defined as "emission spillage, leakage, pumping, pouring, emptying, or dumping of oil or other hazardous substances into waters of the State ...." Id. § 143- 215.77(4). Moreover, "discharge" does not include a release of less than a reportable quantity of oil or a hazardous substance. Id. Merely allowing contaminated water in a stream to flow through a facility is not a "discharge of a pollutant" and is not a violation of the law. Colonial did not cause an increase the quantity of benzene in the tributary to an extent that would have resulted in a violation of the effluent limitations, and Colonial did not release a reportable quantity of either oil or benzene during the relevant time period. Therefore, the Clean Water Act and North Carolina law do not authorize any action to be taken against Colonial for the exceedance caused by CITGO's release. Although not a violation of either federal or State law, DENR issued a Notice of Violation to Colonial for CITGO's release. In essence, DENR is saying that the law and the NPDES permit required Colonial to cleanup CITGO's release. Because DENR lacks statutory authority to require Colonial to cleanup effluent from a third party, the NPDES permit is unenforceable to the extent that DENR contends that the permit requires Colonial to cleanup the CITGO discharge so that it complied with the effluent limitations contained in the permit. Thus, it cannot be a violation of the permit to have an exceedance caused solely by the acts of a third ply. The Third Party Defense is built into the Clean Water Act and North Carolina law Just in case there is any question about liability for third -party releases, the Clean Water Act and North Carolina law also contain an explicit third -party defense to liability. The Clean Water Act provides that "notwithstanding any other provision of law" an owner or operator of a facility is not liable "where such discharge was caused solely by (A) an act of God, (B) an act of war, (C) negligence on the part of the United States Government, or (D) an act or omission of Hamilton Gaskins Fay & Moon, PLLC Mr. D. Rex Gleason March 22, 2004 Page 4 another party without regard to whether such act or omission was or was not negligent, or any combination of the foregoing clauses." 42 U.S.C. §§ 1321(f), (g). North Carolina law contains a similar third -party defense. Specifically, section 143-215.83(b)(2)(d) of the North Carolina General Statutes provides that a discharge is not unlawful if the discharge was caused solely by "an act or omission of a third party, whether any such act or omission was or was not negligent." The CITGO release was an upset condition under the terms of Colonial's NPDES permit The concept of a third -party defense is built into every NPDES permit through the ,....standard upset condition provision. Colonial's NPDES permit, like every other NPDES permit, contains a provision that creates a defense for upset conditions. Section II.C.5 of the NPDES ' permit defines an "upset" as "an exceptional incident in which there is unintentional and temporary noncompliance with technology based permit effluent limitations because of factors beyond the reasonable control of the permitee." The release from the CITGO terminal was certainly unintentional and temporary. Moreover, it was beyond the reasonable control of Colonial. There is no practical way for Colonial to prevent water from flowing onto Colonial's property from CITGO's property. Although the benzene limit may not be a technology -based limitation, the inclusion of the upset provision demonstrates that the permit is not intended to apply to actions of a third party. It is the policy of the Clean Water Act to exempt persons from liabilityfor actions taken in response to release by another party. The Clean Water Act contains an exemption from liability for response actions that are consistent with the National Contingency Plan or otherwise directed by the government agency with authority over the release. See 42 U.S.C. § 1321(c)(4). The North Carolina General Statutes contain an exemption for "any act or omission by or at the direction of a law - enforcement officer or fireman." N.C. Gen. Stat. § 143-215.83(b)(2)(e). Any action taken by Colonial relating to the CITGO release was consistent with the National Contingency Plan and the directions of DENR and MCDEP. In particular, the sampling and analysis that for the basis of the NOV was done at the explicit direction of MCDEP personnel. It is against public policy to issue the NOV to Colonial for a release by a third pain. The State has an interest in encouraging companies to act in an environmentally responsible manner. This is the point of most environmental laws. It would create a disincentive for companies to cooperate with other facilities and regulators if DENR penalized a company for a release from a third party. Colonial was not required to take a sample on April 23, but it assisted with the cleanup, and took a sample of the impacted tributary to assist MCDEP's investigation. From an environmental perspective, it is not beneficial to create an incentive for Colonial to route the effluent from other facilities around the Colonial retention pond or to create an incentive for Colonial to fail to sample the effluent from the retention pond when there is a suspected release from another facility. However, unless the proposed NOV is rescinded, Colonial would have been better off if it had routed CITGO's effluent around the retention pond Hamilton Gaskins Fay & Moon, PLLC Mr. D. Rex Gleason March 22, 2004 Page 5 and ignored MCDEP's request to conduct sampling. In essence, Colonial is being penalized for acting in an environmentally responsible manner. DENR should use its discretion to refrain from issuing a Notice of Violation in this situation. Conclusion Colonial respectfully requests that the Notice of Violation issued to Colonial be rescinded and that the record reflect that the exceedance was the result of an upset condition caused by a third party. To avoid a similar problem in the future, Colonial also renews its request to be ...wallowed to sample a location that is representative of Colonial's operations rather than a location that receives discharges from other petroleum facilities. C. Gaskins, Jr. RCG/dsw cc: DENR Point Source Compliance / Enforcement Unit