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Home My WebLink AboutNC0065307_Permit Issuance_20070713W ATF94 �OF Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources O Y Coleen H. Sullins, Director Division of Water Quality July 13, 2007 Ms. Maureen Jackson Worsley Companies, Inc. PO Box 3227 Wilmington, North Carolina 28406 Subject: Issuance of NPDES Permit NCO065307 Dixie Boy #6 W WTP New Hanover County Dear Ms. Jackson: 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 final permit. includes no major changes from the draft permit sent to you on May 23, 2007. This pennit includes a limit for Enterococci that will take effect on Februam 1, 2008 and a TRC limit that will take effect on February 1.2009. If you wish to install dechlorination equipment, the Division has promulgated a simplified approval process for such projects. Guidance for approval of decblorination projects may be viewed online at http://www.nccgl.net/news/ATCoverview.html. If any parts, measurement frequencies or sampling requirements contained in this permit are unacceptable to you, you have the right to an adjudicatory heating 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 Karen Rust at telephone number (919) 733-5083, extension 361. Sincerely, y G 41", Coleen H. Sullins cc: Central Files Wilmington Regional Office/Surface Water Protection Section NPDES Files Carolina Nalur"111 N. C. Division of Water Quality 1617 Mail Service Center Raleigh, North Carolina 27699-1617 Phone: (919) 733-7015 Customer Service Internet: hftpl/h2o.encslate.m.us 512 N. Salisbury St Raleigh, NC 27604 Fax: (919) 733-0719 1-877-623-6748 M Equal Opportunity/Affirmative Action Employer Permit NCO065307 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 143-215.1, other lawful standards and regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the Federal Water Pollution Control Act, as amended, the Worsley Companies, Inc. are hereby authorized to discharge wastewater from a facility located at the Dixie Boy #6 WWI'P 1610 U.S. Highway 421 West of Wihnington New Hanover County to receiving waters designated as the Northeast Cape Fear River in the Cape Fear 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 August 1, 2007. This permit and authorization to discharge shall expire at midnight on December 31, 2011. Signed this day July 13, 2007. r ; Coleen H. Sullins, Director Division of Water Quality By Authority of the Environmental Management Commission Permit NCO065307 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. The Worsley Companies, Inc. are hereby authorized to: 1. Continue to operate an existing 0.004 MGD wastewater treatment facility with the following components: ♦ Grease trap ♦ Influent pump station ♦ Aeration basin ♦ Clarifier ♦ Chlorine disinfection ♦ Aerated sludge holding tank ♦ Flow recorder ♦ Effluent pump station This facility is located west of Wilmington on U.S. Highway 421 at the Dixie Boy #6 WWTP in New Hanover County. 2. Continue to discharge stormwater from a disposal system with an oil/water separator, pump and force main. 3. Discharge from said wastewater treatment facility via outfall 001 and from said oil/water separator via outfall 002 at the locations specified on the attached map into the Northeast Cape Fear River, classified SC -Swamp waters in the Cape Fear River Basin. Quad: Castle Hayne, N.C. Latitude: 34°15'10" Longitude: 77°57'10" Stream Class: SC -Swamp Subbasin:30623 NC0065307 Worsley Companies, Inc. Dixie Boy #3 WWIP Receiving Stream: Northeast Cape Fear River Facility Location NOrth SCALE 1:24000 Permit NCO065307 A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS During the period beginning on the effective date of this permit and lasting until expiration, the Permittee is authorized to discharge from outfall 001. Such discharges shall be limited and monitored by the Permittee as specified below: EFFLUENT LIMITS MONITORING REQUIREMENTS CHARACTERISTICS Monthly Daily Measurement Sample Type Sample Location (Parameter Codes) Average Maximum Frequency Flow 0.004 MGD Continuous Recording Influent or Effluent 50050 BOD, 5 day (209C) 30.0 mg/L 45.0 mg/L Weekly Grab Effluent 00310 Total Suspended Solids 30.0 mg/L 45.0 mg/L Weekly Grab Effluent 00530 NH3 as N 2tMonth Grab Effluent 00610 Dissolved Oxygenl Weekly Grab Effluent 00300 Fecal Colfform2 (geometric mean) 200 / 100 mL 400 / 100 mL Weekly Grab Effluent 31616 Enterococci3 (geometric mean) 35 / 100 mL 276 / 100 mL Weekly Grab Effluent 61211 Total Residual Chlorine4 13 µg/L 21Week Grab Effluent 50060 Oil and Grease 30.0 mg/L 60.0 mg/L Monthly Grab Influent and Effluent 00556 Temperature Weekly Grab Effluent 00010 pH5 Weekly Grab Effluent 00400 Footnotes: 1. The daily average dissolved oxygen effluent concentration shall not be less than 5.0 mg/L. 2. The limits and monitoring for fecal coliform will expire when revisions to rule 15A NCAC 2B become effective. 3. The limit for Enterococci will become effective February 1, 2008. 4. The limit for total residual chlorine will become effective February 1, 2009, only if chlorine is used. 5. The pH shall not be less than 6.8 standard units nor greater than 8.5 standard units. There shall be no discharge of floating solids or visible foam in other than trace amounts. Permit NCO065307 A. (2.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS During the period beginning on the effective date of this permit and lasting until expiration, the Permittee is authorized to discharge from outfall 002. Such discharges shall be limited and monitored by the Permittee as specified below: EFFLUENT LIMITS MONITORING REQUIREMENTS CHARACTERISTICS (Parameter Codes) Monthly Daily Measurement Sample Type Sample Location Average Maximum Frequency Flow Instantaneous Estimate Effluent 50050 Total Suspended Solids 30.0 mg/L 45.0 mg/L Weekly Grab Effluent 00530 Dissolved Oxygenl Weekly Grab Effluent 00300 Oil and Grease 30.0 mg/L 60.0 mg/L Monthly Grab Effluent 00556 Temperature Weekly Grab Effluent 00010 pH2 Weekly Grab Effluent 00400 Footnotes: 1. The daily average dissolved oxygen effluent concentration shall not be less than 5.0 mg/L. 2. The pH shall not be less than 6.8 standard units nor greater than 8.5 standard units. There shall be no discharge of floating solids or visible foam in other than trace amounts. A. (3.) WASTEWATER MANAGEMENT PLAN No later than 180 days after the effective date of this permit, the Permittee shall submit to the Division a wastewater management plan. The plan shall include, at a minimum, the following elements: • Alternatives analysis. Conduct a technical and economic evaluation of connection to the nearest municipal wastewater collection system. The analysis and report should be consistent with the EAA guidance document provided by the Division. • Facilities assessment. Describe deficiencies and operational difficulties in the existing collection and treatment systems that inhibit performance and/or permit compliance. Identify potential improvements to correct those deficiencies. At a minimum, evaluate the following considerations: • equipment repairs and preventative maintenance, • removal of accumulated solids, wastes, other debris (continued on next page) Permit NCO065307 A. (3.) WASTEWATER MANAGEMENT PLAN (continued) • Optimization plan. Develop a plan for optimization, rehabilitation and/or replacement of any system components necessary to achieve optimum performance. Identify specific measures and key tasks, including those in the above facilities assessment, and provide an estimated schedule for completion of each. • Biosolids management plan. Develop an operations plan to be used (and describe the procedures currently used for managing septage / biomass in the treatment system, including associated solids wasting and disposal, to promote optimum treatment system performance. Identify operating parameters to be used and target values or ranges of values where appropriate. Submit the completed plan to: Mr. Edward Beck NC DENR Wilmington Regional Office 127 Cardinal Drive Extension Wilmington, NC 28405-2845 A. (4.) OIL/WATER SEPARATOR CONDITION The oil/water separator shall be properly maintained and operated at all times. Maintenance records shall be retained on -site documenting and dates where free product was removed and any operation or maintenance repair dates. A. (5.) PERMIT RE -OPENER: TMDL IMPLEMENTATION The Division may, upon written notification to the permittee, re -open this permit in order to incorporate or modify effluent limitations, monitoring and reporting requirements, and other permit conditions when it deems such action is necessary to implement TMDL(s) approved by the USEPA. /'aaulll AFFIDAVIT OF PUBLICATION STATE OF NORTH CAROLINA COUNTY OF NEW HANOVER PUBLIC NOTICE STATE OF NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION/NPDES UNIT 1617 MAIL SERVICE CENTER RALEIGH, NC 27699-1617 NOTIFICATION OF INTENT -TO ISSUE A NPDES WASTEWATER PERMIT On the basis of thorough staff review and of this pub Before the undersigned, a Notary Public of Said County and State. T. Weil-Tallmadge Who, being duly sworn or affirmed, according to the law, says that he/she is CLASSIFIED ADVERTISING MANAGER of THE STAR -NEWS, a corporation organized and doing business under the Laws of the State of North Carolina, and publishing a newspaper known as STAR -NEWS in the City of Wilmington PUBLIC NOTICE STATE OF NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION/NPDES UNIT 1617 MAIL SERVICE CENTER RALEIGH, NC 27699-1617 NOTIFICATION OF INTENT TO ISSUE A NPDES WASTEWATER PERMIT On the basis of thorough staff review and application of NC Gen was inserted in the aforesaid newspaper in space, and on dates as follows: 51271x And at the time of such publication Star -News was a newspaper meeting all the requirements and qualifications prescribed by Sec. No. 1-597 G.S. of N.C. Title: CLASSIFIED ADVER. MGR Sworn or affirmed to, and subscribed before me this �%�w day of /V)a A.D., 14 67 ..arUUO1+ui.. In Testimony Whereof, I have hereunto set my hand and year aforesaid. SARy \ "N1 My commission expires day of U G . , 201L B aforegoing affidavit with the advertisement thereto annexed it is adjudged by the Court that the said roperly made and that the summons has been duly and legally served on the defendant(s). and Clerk of Superior Court Permit Notes Worsley Companies, Inc. is requesting renewal of permit NCO065307 for the Dixie Boy #6 WWTP in New Hanover County. TRC monitoring and limits were added to the permit in accordance with the TRC policy. Since the facility is in Class SC waters, Enterococci limits and monitoring were added to the permit, per EPA's promulgation of the criteria in November 2004. No limits or monitoring for any other parameters in the permit were changed. This facility has a package plant and a separate oil/water separator. In past permit renewals, it was thought the effluent from these two units combined into one outfall, but through the investigation of regional office staff, it has been determined they do not combine into one outfall. Therefore, a separate outfall for the oil/water separator has been added to the permit with monitoring for flow, TSS, Oil and Grease, DO, Temperature, and pH. In accordance with the September 2006 Cape Fear Permitting Strategy, the permit re -opener language was added to the permit. Environmental Services & Solutions, PLI_C P.O. Box 120.55 \Vilmingron, North Carolina 28405 Telephone: (91 U) 39,-3050 March 2712007 North Carolina Department of Environment and Natural Resources Division of Water Quality, NPDES Unit Attn.: Ms. Karen Rust 1617 Mail Service Center Raleigh, NC 27699-1617 Re: Outfall of Oil/Water Separator Scotchmam #303 (aka Dixie Boy Truck Stop, etc.) 1610 Highway 412, Wilmington, New Hanover County, NC Dear Ms. Rust: Please accept this letter on behalf of our client, Worsley Companies, Inc. (WCI) to provide intortnation regarding the oil/water separator at the site referenced above. Although visual inspections of the oitlw-atcr separator were performed at the site, Environmental Services & Solutions, PLLC (ESS) personnel were unable to properly identify the now path of water through the oil/water separator or the. eventual outfall of the stnicture. On March 27, 2007 personnel with ESS and Southeast Response and Remediation, Inc. performed additional activities to ascertain this information. All stormwaler structures in the immediate area were pumped dry of liquids and smoke tests were perforned. The results of these activities positively identified that surface water enters drop inlets around the perimeter of the diesel dispensers and flows into the oil/water separator. Liquid enters the separator at the southern end, closest to US Highway 117, and flows to the north. Liquid flows out the oil/water separator and into a stormwater catch basin along US Highway 421. The attached diagram depicts these structures. Please note that tests indicated that liquid is not entering or exiting the former pump tank identified on the attached drawing. WCI and ESS greatly appreciates your patience and understanding in this matter. Please feel free to contact me at (910) 470-7066 if you have any questions or comments regarding this matter. Respectfully Your.';, BUn K. Lievre, P.E. President Attachnient cc: Maureen Jackson, Worsley Companies, Inc. C)ILI W4 i'c a US MW a DAM +9.53 + ---+molLb .......... OtA" AVA J� eMhNIAD sm Kv. +673 1 *.w rw--7—/ —.1ok 104 V 5.33 2—.9," 7 f--7- N + sw MOM P MAL uux rP= ;OolrIATthe r4rc & IN mu P an WA 0 &WA 06 AKA tt Top L62 Box Etm nip -P.5 Iw as iwo! AMWMA mm awmm so" 3,04 CLEC QDX To No V AUMM WWAMW WOMM As"00 6PIl ARCH +445 +4L 6% VORtUHN= AREA #I- I.W ACRES AKA Wow CLIO 7.00 +47 +bAs AREA P- 0612 A71a 10- 5.7 +7 ) I'An 9.78 +)-u rAw =M'. Ao j, J %c P&M, AC PAD 19 ).4t -WT STAM W." 617 ACV +L4b AREA Rol 5.07 LWAIZO EDrA m - tWVJT ass L DIV IM WIL 46 4ig4�WKM46 243 Morth front S1 fil A'lm&ftwm worul Cato Phcnp.,: (-310)34.3 1048 memmom d as AACOOMI i. JVC91 wvrainck m-rootd.com To: NPDES Permitting Unit Surface Water Protection Section Attention: Karen Rust Date: 11/22/06 NPDES STAFF REPORT AND RECOMMENDATION County: New Hanover Permit No. NCO065307 PART I - GENERAL INFORMATION 1. Facility and Address: j NOV 2 7 2. 3. 4. 5. 6. 7. 8. Facility: Worsley Companies, Inc. Wilmington Truck Stop Dixie Boy #3 P.O. Box 3227 Wilmington, NC 28406 Mailing: Same as above Date of Investigation: 09/09/2006 Report Prepared by: Linda Willis Persons Contacted and Telephone Number: Mary Jackson (910)-395-5300 ORC Jeremiah May (910) 798-7129 Directions to Site: Intersection of 74/76 first intersection at Hwy 421 after crossing the Isabella Holmes Bridge. Discharge Point, List for all discharge points: Latitude: 34' 15' 10" Longitude: 77' 57' 10" U.S.G.S. Quad No: J 27 SW U.S.G.S. Quad Name: Castle Hayne, NC Topography (relationship to flood plain included): 10 AMSL. Location of nearest dwelling: Approximately None within 0.5 mile radius. 9. Receiving stream or affected surface waters: NE Cape Fear River a. Classification: Class "SC Sw" Waters b. River Basin and Subbasin No.: CPF 03-06-23 index no. 18-74-61 C. Describe receiving stream features and pertinent downstream uses: secondary recreation, commercial shipping. Suffers from low DO. Fishing, boating, PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS 1. a. Volume of wastewater to be permitted: 0.004 MGD b. What is the current permitted flow limit? 0.004 MGD C. Actual treatment capacity of the current facility? 0.010 MGD d. Date(s) and construction activities allowed by previous Authorizations to Construct issued in the previous two years: None. e. Please provide a description of existing or substantially constructed wastewater treatment facilities: The existing facility consists of a grease trap, influent pump station with high level alarms and telemetry, extended aeration package plant that includes aerated sludge holding tank and circular clarifier, contact disinfection tank and effluent tank with effluent pump. Facility utilizes an ultrasonic flow meter. Stormwater from the paved area around the truckstop is routed through an oil/water separator and ties into the WWTP effluent line. f. Please provide a description of proposed wastewater treatment facilities: N/A g. Possible toxic impacts to surface waters: chlorine h. Pretreatment Program (POTWs only): N/A 2. Residuals handling and utilization/disposal scheme: Facility utilizes S & B Maintenance permit No. WQ0000783. S&B facility is located at 3579 Lewis Loop Road SE in Bolivia, North Carolina. 3. The compliance history for this facility within the past permit cycle is as follows: Please see attached violations report 4. Treatment plant classification: Class 2 5. SIC Code(s): 5541 and 4952 PART III -OTHER PERTINENT INFORMATION 1. Is this facility being constructed with Construction Grant Funds or are any public monies (municipals only) involved? N/A 2. Special monitoring or limitations (including toxicity) requests: None 3. Important SOC, JOC or Compliance Schedule dates: N/A 4. Alternative Analysis Evaluation: N/A. 5. Other Special Items: N/A PART IV - EVALUATION AND RECOMMENDATIONS This facility is a gasoline service station primarily engaged in selling diesel, gasoline and lubricating oils. No repair shop is located at this facility. A restaurant is located in the store and provides shower rooms. The restaurant has a grease trap to reduce the amount of grease to the WWTP. This facility has had chronic pH violations dating back to December 2002. Please see attached NPDES Permit Violation Summary. The facility has problems with good settling characteristics. The clarifier is about 13 ft deep with a short width from influent to overflow weir. The overflow weir is uneven causing short circuiting. The sludge holding basin is infrequently aerated, resulting in a poor quality supernatant being introduced to the aeration basin. One blower provides air to the aeration basin as well as the sludge holding basin. The ORC does not leave the air line open to the sludge holding basin continuously since it results in low DO in the aeration basin. The sludge holding basin should be aerated every day. The RAS line is adjusted manually. The valve should be replaced to allow better control for RAS flow. The valve operates as though either fully open (which returns too much on a continual basis) or returns too little when tightened toward the closed position. ORC operates the valve fully open. Replacement of the RAS line valve would provide better flow control resulting in better operational control. This package plant, when operated properly can produce a fair effluent. Proper operation has been a problem. The plant suffers from a low BOD in the influent. The classification of the facility has not changed. It is still a Class II facility. The permit limitations and monitoring requirements in the NPDES Permit should remain the same for the upcoming permit cycle. A correction should be made to the receiving water subbasin number from 03-06-17 to 03-06-23. The Wilmington Regional Office recommends reissuance of the permit provided no significant adverse public comment is received. Please reissue in accordance with the Cape Fear River Basinwide permitting strategy. a� �011'. I U)IJ d� , 06 at�urc o�f port Preparer Date �.f//1�f�612i, C �- 91 � 2.• b � Water Quality Regional Supervisor Date cc: WiRO NPDES Permit File New Hanover Worsley Co. NCO065307 w/att Central Files w/att Linda Willis w/att WORSLEY COMPANIES, INC. 10 S. CARDINAL DRIVE * P.O. BOX 3227 * WILMINGTON, N.C. 28406 (910) 395-5300 * FAX (910) 395-6691 June 9, 2006 VIA U.S. MAIL Attn: Mrs. Carolyn Bryant North Carolina Department of Environment and Natural Resources Division of Water Quality, Point Source Branch 1617 Mail Service Center Raleigh, North Carolina 27699-1617 Re: NPDES Renewal Application NPDES Permit NCO065307 Dixie Boy #3 1610 N.C. Highway 421 North Wilmington, New Hanover County, North Carolina Worsley Companies, Inc. Dear Mrs. Bryant: W.C. Worsley 1892-1960 W. Cecil Worsley, Jr. Chairman of the Board W. Cecil Worsley, III President and CEO Please find enclosed our request for renewal of NPDES permit no. NCO065307 for the Dixie Boy #3 facility, located in Wilmington, North Carolina. It should be noted no changes have occurred at the facility since the issuance of the last permit. The sludge management plan for the facility includes stabilization and disposal of sludge from the facility and daily inspections by the ORC. S&B Maintenance, Inc. is retained to stabilize and dispose of the sludge, while operating under the Sludge Disposal Permit Number WQ0000783. Their facility is located at 3579 Lewis Loop Road SE in Bolivia, North Carolina. The ORC also performs daily inspections and occasionally. identifies need to waste Bio-Mass. The ORC maintains proper levels in the tank by scheduling solids removal as needed. If you have any questions or comments, please do not hesitate to contact me at the letterhead address or by telephone at (910) 796-2987. Sincerely, WORSLEY COMPANIES, INC. Maureen A. Jackson Environmental Manager NPDES APPLICATION - FORM D For privately owned treatment systems treating 100% domestic wastewaters <1.0 MGD Mail -the complete --application to: N. C. Department of Environment and Natural Resources Division of Water Quality / NPDES Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 NPDES Permit OCOO t0 5 -3 a If you are completing this form in computer use the TAB key or the up - down arrows to move from one field to the next. To check the boxes, click your mouse on top of the box. Otherwise, please print or type. 1. Contact Information: Owner Name Facility Name"'` Mailing Address%, City State / Zip CodeAr �...�r1 Telephone Number (%C)) Fax Number e-mail Address 2. Location of facility producing discharge: Check here if same address as above ❑ Street Address or State Road City State / Zip Code County 3. Operator Information: Name of the firm, public organization or other entity that operates the facility. (Note that this is not referring to the Operator in Responsible Charge or ORC) Name ,..f � Yet i� 4- Mailing Address ci e e City 44 State / Zip Code a 1�3 Y p 1 Telephone Number (110) -7 9 (8 --7 119 Fax Number (c(�L-j ' � _ 1 0 V_Q� \ - 1 of 2 Form-D 4105 NPDES APPLICATION - FORM D For privately owned treatment systems treating 100% domestic wastewaters <1.0 MGD 4. Description ..of. wastewater: Facility Generating Wastewater(check all that applyj: Industrial ❑ Number of Employees Commercial 19 Number of Employees ,r, y Residential ❑ Number of Homes School ❑ Number of Students/Staff Other ❑ Explain: Describe the source(s) of wastewater (example: subdivision, mobile home park, shopping centers, restaurants, etc.c�.,�.� s Population served: �- 5. Type of collection system Separate (sanitary sewer only) ❑ Combined (storm sewer and sanitary sewer) 6. Outfall Information: Number of separate discharge points r Outfall Identification number(s) Is the outfall equipped with a diffuser? ❑ Yes [M No 7. Name of receiving stream(s) (Provide a map showing the exact location of each outfall� ct e a 1 V PV` S. Frequency of Discharge: Continuous ❑ Intermittent If intermittent: Days per week discharge occurs: "-1 Duration: _ 9. Describe the treatment system List all installed components, including capacities, provide design removal for BOD, TSS, nitrogen and phosphorus. If the space provided is not sufficient, attach the description of the treatment system in a separate sheet of paper. 2 of 2 Form-D 4/05 l Wastewater Management Plan NPDES Permit Number NCO065307 Dixie Boy #3 WWTP US 421 New Hanover County NC November 8, 2002 Page 4 of 16 B Review of Facility 1) Facility Description a) Dixie Boy #3 is located at 1610 US 421 New Hanover County NC. Dixie Boy #3 is a Convenience Store facility, providing retail merchandise, refueling facilities for cars and trucks, and a diner facility. b) Wastewater facilities for the Domestic wastes include an on -site treatment facility permitted for 0.004 MGD. Reports of the facility indicate the plant itself has a rated operating capacity of 0.010 MGD. The plant is a PCl/Pollution Control Inc. Plant, fabricated by Davis Water & Waste Industries Inc. of Thomasville Georgia. c) Discharge is permitted to the Northeast Cape Fear River, via discharge point number 01. Discharge point number 01 is a combination point location, for the treatment .facility discharge, and a permitted oil/Stormwater separator discharge. This confluence of piping occurs after the treatment plant. A 4-inch discharge line conveys the combined sources easterly several hundred feet, to discharge point number 01. d) The current measured discharge rates are approximately 3,000 gallons per day. The facility is permitted for a discharge rate of 0.004 MGD (4,000 gallons) . e) The waste facility was permitted first in 1991 / 1992. This same plant is still permitted, and in operation at this time. f) Wastewater Treatment Plant currently complying. with requirements stated in the permit, "Effluent Limitations and Monitoring Requirements", see Appendix C. g) The site area is 3 acres of size, and is square in shape. Approximately 2 acres are built -upon and 1 acre is delineated wetlands. The built -upon area is inclusive of all the building, refueling canopies, parking, a truck weigh scale, and waste treatment areas. The site is bordered on the south by US 117 and the west by US 421, on the east by the Northeast Cape Fear River, on the north by open, delineated, wetlands. See attached Location Map in Appendices B. h) Dixie Boy #3 water supply is an on -site permitted drilled well. 2) Facility Ownership a) Worsley Companies, Inc. 10 South Cardinal Drive P.O. Box 3227 (910) 395-5300 Fax: (910) 395-6691 3) Facility Operations a) The permitted waste treatment facility includes the following components. (i) Grease Trap (ii) Influent Pump Station 010 Aeration Basin (iv) Clarifier (v) Chlorine Disinfection (vi) Aerated Sludge Holding Tank (vu) Flow Recorder (viii) Effluent Pump Station (ix) Precast Concrete Oil/ Stormwater Separator Gregory J Hetzler PE Consulting Civil Engineer Wastewater Management Plan NPDES Permit Number NCO065307 Dixie Boy #3 WWTP US 421 New Hanover County NC November 8, 2002 Page 4 of 16 B Review of Facility 1) Facility Description a) Dixie Boy #3 is located at 1610 US 421 New Hanover County NC. Dixie Boy #3 is a Convenience Store facility, providing retail merchandise, refueling facilities for cars and trucks, and a diner facility. b) Wastewater facilities for the Domestic wastes include an on -site treatment facility permitted for 0.004 MGD. Reports of the facility indicate the plant itself has a rated operating capacity of 0.010 MGD. The plant is a PCl/Pollution Control Inc. Plant, fabricated by Davis Water & Waste Industries Inc. of Thomasville Georgia. c) Discharge is permitted to the Northeast Cape Fear River, via discharge point number 01. Discharge point number 01 is a combination point location, for the treatment facility discharge, and a permitted oil/Stormwater separator discharge. This confluence of piping occurs after the treatment plant. A 4-inch discharge line conveys the combined sources easterly several hundred feet, to discharge point number 01. d) The current measured discharge rates are approximately 3,000 gallons per day. The facility is permitted for a discharge rate of 0.004 MGD (4,000 gallons). e) The waste facility was permitted first in 1991 / 1992. This same plant is still permitted, and in operation at this time. f) Wastewater Treatment Plant currently complying with requirements stated in the permit, "Effluent Limitations and Monitoring Requirements', see Appendix C. g) The site area is 3 acres of size, and is square in shape. Approximately 2 acres are built -upon and i acre is delineated wetlands. The built -upon area is inclusive of all the building, refueling canopies, parking, a truck weigh scale, and waste treatment areas. The site is bordered on the south by US 117 and the west by US 421, on the east by the Northeast Cape Fear River, on the north by open, delineated, wetlands. See attached Location Map in Appendices B. h) Dixie Boy #3 water supply is an on -site permitted drilled well. 2) Facility Ownership a) Worsley Companies, Inc. 10 South Cardinal Drive P.O. Box 3227 (910) 395-5300 Fax: (910) 395-6691 3) Facility Operations a) The permitted waste treatment facility includes the following components. (i) Grease Trap (ii) Influent Pump Station (iiii) Aeration Basin (iv) Clarifier (v) Chlorine Disinfection (A) Aerated Sludge Holding Tank (vii) Flow Recorder (viii) Effluent Pump Station (ix) Precast Concrete Oil/ Stormwater Separator Gregory J Hetzler PE Consulting Civil Engineer NPDES APPLICATION - FORM D For privately owned treatment systems treating 100% domestic wastewaters <1.0 MGD 10. Flow Information: Treatment Plant Design flow t. do MGD Annual Average daily flow a 0 0 2- Z MGD (for the previous 3 years) Maximum daily flow : L902 i MGD (for the previous 3 years) 11. Is this facility located on Indian country? ❑ Yes D, No 12. Effluent Data Provide data for the parameters listed. Fecal Coliform, Temperature and pH shall be grab samples, for all other parameters 24-hour composite sampling shall be used. If more than one analysis is reported, report daily maximum and monthly average. If only one analysis is reported, report as daily maximum. Parameter Daily Maximum Monthly Average Units of Measurement Biochemical Oxygen Demand (BODS) IR M 614 Fecal Coliform q00� O 0 (� L, Total Suspended Solids Ll 5 3C? L Temperature (Summer) p a G 29,G, Temperature (Winter) G rj, '7 c:1 �. pH 13. List all permits, construction approvals and/or applications: Type Permit Number Type Permit Number Hazardous Waste (RCRA) NESHAPS (CAA) UIC (SDWA) Ocean Dumping (MPRSA) NPDES )V4 670 :530-1 Dredge or fill (Section 404 or CWA) PSD (CAA) Other Non -attainment program (CAA) 14. APPLICANT CERTIFICATION I certify that I am familiar with the information contained in the application and that to the best of my knowledge and belief such information is true, complete, and accurate. Printed name of Person Signing Title North Carolina General Statute 143-215.6 (b)(2) states: Any person who knowingly makes any false statement representation, or certification in any application, record, report, plan, or other document files or required to be maintained under Article 21 or regulations of the Environmental Management Commission implementing that Article, or who falsifies, tampers with, or knowly renders inaccurate any recording or monitoring device or method required to be operated or maintained under Article 21 or regulations of the Environmental Management Commission implementing that Article, shall be guilty of a misdemeanor punishable by a fine not to exceed $25,000, or by imprisonment not to exceed six months, or by both. (18 U.S.C. Section 1001 provides a punishment by a fine of not more than $25,000 or imprisonment not more than 5 years, or both, for a similar offense.) 3 of 3 Form-D 4/05 FACT' SHEET FOR EXPEDITED RENENAL Permit Number 0 0 0 6 S-3 u J Facility Name Al ` 3 UwTio Reviewer syJE/ Basin/Sub-basin 7 o3 o io / 7 Receiving Stream � Stream Classification in permit SC ScJ9 Stream Classification in BIMS Is the stream impaired (listed on 303(d))? d Is stream monitoring required? Alo Does the permit need NH3 limit(s)? A/ o Does the permit need TRC limit(s)? yes _ Does the permit have toxicity testing? No Are there special conditions? Ye 5 _ W Lki M ,c ,. ,, Ct H Any obvious compliance concerns? YE S Existing Expiration Date New Expiration Date IZ _ 1 _ 2 o I Miscellaneous Comments: f2 iwi s nrob, �e Q Sc iaCCJ 0 i x e-P/7Z32 If expedited, is this a simpler permit or a more difficult one?