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HomeMy WebLinkAboutNCG060160_COMPLETE FILE - HISTORICAL_20190401STORMWATER DIVISION CODING SHEET NCG PERMITS PERMIT NO. DOC TYPE OK HISTORICAL FILE 0 MONITORING REPORTS DOC DATE YYYYMMDD STORMWATER April 1, 2019 Matt Haynes District Environmental Manager Valley Proteins 1309 Industrial Drive Fayetteville, NC 28306 Dear Mr. Haynes: On March 29, 2019, a Site Inspection was conducted at your facility. The facility located at 1309 Industrial Drive in Fayetteville, N.C. drains directly into the Cape Fear River. A copy of the Compliance Inspection Report has been included for your review and records. At the time of the inspection, there were no discrepancies noted. Effective March 29, 2019, Valley Proteins will be recommended for a fee credit with the City of Fayetteville for meeting local ordinance requirements. I would like to thank you and your staff for the time and assistance in conducting this inspection. If there are any questions regarding this report, please contact me directly at (910) 433-1773. ank u, esse xen me Stormwater Inspector City of Fayetteville Attachment: Copy of Compliance Inspection Report cc: Dana Bain, Stormwater Administrative Assistant Kecia Parker, Stormwater Paralegal Mike Lawyer, NC Division of Energy, Mineral and Land Resources �I i .lip'. 433 Hay Street Fayetteville, NC 28301-5537 (910) 433-1773 l www.fayettevi[lenc.gov I www.faytOxom The City of t'nyet teviIle, t+lorth Carolina does not discriminate on the basis of race, sex, sexual orientation, color, age, national arlgin, religion, or disability in its Lin pioyment opportunities, programs, services, or activities. Stormwater Facility Inspection Report/Checklist Facility Name: Valley Proteins Inspection Type: Compliance NCG060160 Permit No.: NCSO Permit Effective 11-1-18 Date (if applicable): Not Applicable ❑ Permit Status Active (If not currently permitted): Inspection 3-29-19 Discharges to: Cape Fear River Date: Facility Personnel Matt Hill Inspector(s): Jesse Oxendine Assisting with Inspection Tommy Shoe 910-705-2983 (Name/Phone Number): Matt Haynes 540-877-2092 Entry Time: 9:00 am Exit Time: 10:15 am SIC Code: Facility Hours of 24 hours Operation: Facility Description: Food and kindred File Review/History: Inspection Summary: During my inspection, I made observations of the facility and Stormwater outfalls. The facility was clean and neat in appearance. This form is a procedural guide for Inspectors to follow when conducting facility stormwater compliance inspections. Page 1 of 5 Rev. 0 Stormwater Facility Inspection Report/Checklist I. Site Inspection Were deficiencies observed with the following items? (Inspector should comment on violations/deficiencies observed) Yes No NA Repeat Finding 1. Stormwater System: catch basins, open ditches, channels, pipes, outfalls, etc. ❑ ® ❑ ❑ Comments: 2. Erosion Issues ❑ ® ❑ ❑ Comments: 3, Structural Stormwater BMPs ❑ ® ❑ ❑ Comments: 4. Illicit Discharges 1 Connections ❑ ® ❑ ❑ Comments: 5. Aboveground Storage Tanks (ASTs): List size, material type, and if secondary containment is provided El ® ❑ ❑ Comments: Diesel — 15,000 gallon- double wall tank 6. Underground Storage Tank (UST) Fill Port Area ❑ ❑ ® ❑ Comments: 7. Outdoor Material Storage Area(s) ❑ ® ❑ ❑ Comments: S. Outdoor Processing Area(s) ❑ ® ❑ ❑ Comments: 9. Loading/Unloading Area(s) ❑ ® ❑ ❑ Comments: 10. Vehicle/Equipment Area(s): fueling, washing, maintenance, storage ❑ ® ❑ ❑ Comments: 11. OillWater Separator 1 Pretreatment ❑ ❑ ® ❑ Comments: 12. Waste Storage 1 Disposal Area(s): scrap metal, dumpsters, grease bins, etc. ❑ ® ❑ ❑ Comments: 13. Food Service Area(s) ❑ ❑ ® ❑ Comments: 14, Indoor Material Storage Area(s) ❑ ® ❑ ❑ Comments: 15. Indoor Processing Area(s) ❑ ❑ ® ❑ Comments: Page 2 of 5 Rev. 0 Stormwater Facility Inspection Report/Checklist L Site Inspection (continued) Yes No NA Repeat Finding 16, Floor drains — illicit connections ❑ ® ❑ ❑ Comments: 17. Spill Response Equipment ❑ ® ❑ ❑ Comments: IL Stormwater Pollution Prevention Plan Does the site have a Stormwater Pollution Prevention Plan (SPPP)? ® ❑ ❑ ❑ If the site has a SPPP, then com lete questions in Sections II and III. 1. Does the Plan include a General Location (USGS) map? 1 ® ❑ El Facility location in relation to roads and surface waters. Includes: name of receiving stream or name of municipal storm sewer system, and accurate let, and long. of point of discharge. 2. Does the Plan include a "Narrative Description of Practices"? ® ❑ ❑ ❑ Should cover storage practices, loading and unloading areas, outdoor process areas, dust or particulate generating or control processes, waste disposal practices, etc. 3. Does the Plan include a detailed site map including outfall locations and ® ❑ ❑ ❑ drainage areas? Should show • Location of industrial activities (storage areas, disposal areas, process areas, unloading and loading areas) • The drainage structures • Drainage areas for each outfall and activities occurring in the drainage area • Building locations • Existing BMPs and impervious surfaces and the % of each drainage area that is impervious • For each outfall, a narrative description of the potential pollutants which could be expected to be present in the stormwater discharge. This forces permittee to analyze the site with relation to stormwater discharges. It is also a tool for the inspector to understand if the site has changed over time, i.e. if site map does not match facility they must update their plan. 4. Does the Plan include a list of significant spills occurring during the past 3 ® ❑ ❑ ❑ years? Needs to include corrective actions that were taken. The permittee needs to know what the reportable quantities are for wastewater, oil pollution, and SARA Title III. 5. Have stormwater outfalls been evaluated for the presence of non-stormwater ® ❑ ❑ ❑ discharges? Signature required: • Corporation - signed by Responsible Corporate Officer or assigned manager • Partnership or Sole Proprietorship — General Partner or the Proprietor Municipality, State, Federal, or other public agency — either principal executive officer or ranking elected official 6. Has the facility evaluated feasible alternatives to current practices? ® ❑ 1 ❑ I ❑ • Provide a review of the technical and economic feasibility of changing the methods of operations and/or storage practices to eliminate or reduce exposure of materials and processes to stormwater. • In areas where elimination of exposure is not practical, the stormwater management plan shall document the feasibility of diverting the stormwater runoff away from areas of potential contamination. 7. Does the facility provide all necessary secondary containment? ® ❑ 1 ❑ 1 ❑ • Applies to liquid raw materials, manufactured products, waste materials, or by-products • Single AST capacity > 660 gallons • Multiple AS containers in close proximity to each other with a total combined capacity of > 1,320 Page 3 of 5 Rev. 0 Stormwater Facility Inspection Report/Checklist U Stormwater Pollution Prevention Plan (continued) Yes No NA Repeat Finding • If connected to SW conveyance; controlled by manually activated valves or other similar devices? (Closed?) • Collected water observed for color, foam, outfall staining, visible sheens, and dry weather flow prior to release • Document individual making observation, description of water, date, and time of release Retain record 5 years 8. Does the Plan include a BMP summary? ® j ❑ ❑ ❑ Narrative description of BMPs to be considered including oil and grease separation, debris control, vegetative filter strips, infiltration and stormwater detention or retention, where necessary. The need for structural BMPs shall be based on the assessment of potential sources to contribute significant quantities of pollutants to stormwater discharges and data collected through monitoring of stormwater discharges. 9. Does the Plan include a Spill Prevention and Response Plan (SPRP)? I ® I ❑ ❑ ❑ • Assessment of potential pollutant sources based on materials inventory of the facility • Facility personnel responsible for implementing the SPRP shall be identified • Responsible person shall be on -site at all times during facility operations that have the potential to contaminate stormwater runoff through spills or exposure of materials associated with the facility operations. 10. Does the Plan include a Preventative Maintenance and Good Housekeeping ® El❑ ❑ Plan? • Document schedules of inspections and maintenance activities of stormwater control systems, plant equipment and systems • Inspect material handling areas • Regular cleaning schedules of these areas 11. Does the facility provide and document Employee Training? ® I ❑ ❑ ❑ • Provide at a minimum, annual training for all personnel including: proper spill response, cleanup procedures, preventative maintenance activities for all personnel involved in any of the facility's operations that have the potential to contaminate stormwater runoff • Develop training schedule and identify facility personnel responsible for implementing the training 12. Does the Plan include a list of Responsible Parties? ® ❑ ❑ ❑ Identify position responsible for the overall coordination, development, implementation, and revision of the SPPP 13. Is the Plan reviewed and updated annually? ® I ❑ I ❑ ❑ Have there been any changes to the design, construction, operation, or maintenance of the facility, which would have a significant effect on the potential for the discharge of pollutants to surface waters? Does plan include changes? 14. Does the Plan include a Stormwater Facility Inspection Program? ® I ❑ ❑ ❑ • Inspect semi-annually at a minimum - once in Fall and once in Spring • Inspection and subsequent maintenance activities performed shall be documented o Record date and time o Individual performing inspection o Narrative description of the stormwater outfall and plant equipment and systems • Records should be incorporated into the SPPP Stormwater Pollution Prevention Plan Comments: Page 4 of 5 Rev. 0 Stormwater Facility Inspection Report/Checklist 111. Qualitative and Analytical Monitoring Yes No NA Repeat Finding 1. Has the facility conducted its Qualitative Monitoring semi-annually? ® ❑ ❑ ❑ Color Odor Clarity Floating Solids Suspended solids Foam Oil Sheen Other indicators 2. Has the facility conducted its Analytical Monitoring? ® ❑ ❑ ❑ 3. Has the facility conducted its Analytical Monitoring from Vehicle Maintenance areas? ® El ❑ ❑ Qualitative and Analytical Monitoring Comments: IV. Permit and Outfalls 1. Is a copy of the Permit and the Certificate of Coverage available at the site? ® ❑ ❑ ❑ 2. Were all outfalls observed during the inspection? ® ❑ ❑ ❑ 3. If the facility has representative outfall status, has it been documented by the NC Division of Water Quality? ❑ ❑ ® ❑ 4. If the facility has a No -Exposure Certificate, has the facility self -inspected and this on an annual basis? El TO ® El Permit and Outfalls Comments: Page 5 of 5 Rev. 0 a STORMWATER March 28, 2018 Jason Wright General Manager Valley Proteins 1309 Industrial Drive Fayetteville, NC 28306 Dear Mr. White: On March 27, 2018, a Site Inspection was conducted at your facility. The facility located at 1309 Industrial Drive in Fayetteville, N.C. drains directly into the Cape Fear River. A copy of the Compliance Inspection Report has been included for your review and records. The Following is a list of items noted during the walk-thru of your facility. Any leaking trucks need to be addressed as to prevent discharge on to the ground surface. While it is not always possible to prevent leaks an effort needs to be made to trap the leaking fluids by way of drip pans or oil absorbing pads. Silt screens or inlet protection may need to be put into place until construction is completed. At the time of inspection, this facility was found to be in compliance and will be recommended for a fee credit with the City of Fayetteville. I would like to thank you and your staff for the time and assistance in conducting this inspection. If there are any questions regarding this report, please contact me directly at (910) 433-1669, Thank you, Samantha Taylor Stormwater Inspector City of Fayetteville 433 Hay Street Fayetteville, NC 28301-5537 (910) 433-1091 1 www.fayettevillenc.gov I www.faytv7.com 71re City of Fayeiteville, North Catolina does not discriminate on the Uasis of race, sex, sexual orientation, color, age, national otribin, religion, or disability in 1b; employment oppnrtnnities, programs, services, or activitiLq. ti ,, Attachment: Copy of Compliance Inspection Report cc: Twila Josey, Stormwater Administrative Assistant Kecia Parker, Stormwater Paralegal Mike Lawyer, NC Division of Energy, Mineral and Land Resources Stormwater Facility Inspection Report/Checklist Facility Name: Valley Protein Inspection Type: Compliance N CG 060160 Permit No.: NCSi} Permit Effective 12/1/2012 . Date {if applicable): Not Applicable Permit Status Active (If not currently permitted): Inspection 3127/2018 Discharges to: Cape Fear River Date: Samantha Taylor Facility Personnel Matt Hill Inspector(s): Danny Strickland Assisting with Inspection Tommy Shoe 910-813-4389 (Name/Phone Number): Entry Time: 8:50 A.M. Exit Time:' 10:20 A.M. SIC Code: Facility Hours of 24 Hours Operation: Facility Description: Food and Kindred File Review/History; Inspection Summary: During my inspection, I made observations of the facility and the Stormwater outfalls. The facility was clean and neat in appearance. This form is a procedural guide for Inspectors to follow when conducting facility stormwater compliance inspections. Page 1 of 5 Rev. 0 Stormwater Facility Inspection Report/Checklist 1. Site Inspection Were deficiencies observed with the following items? (inspector should comment on violations✓deficiencies observed) yea No NA Repeat Finding 1. Stormwater System: catch basins, open ditches, channels, pipes, outfalls, etc. ❑ ® ❑ ❑ Comments: 2. Erosion Issues ❑ ® ❑ ❑ Comments: 3. Structural Stormwater BMPs ❑ ® ❑ ❑ Comments: 4. Illicit Discharges/ Connections ❑ ® ❑ ❑ Comments: 5. Aboveground Storage Tanks (ASTs): List size, material type, and if secondary containment is provided ❑ ® ❑ ❑ Comments: See Section 313 List 6, Underground Storage Tank (UST) Fill Port Area ❑ ❑ ® ❑ Comments: 7. Outdoor Material Storage Area(s) ❑ ® ❑ ❑ Comments: 8. Outdoor Processing Area(s) ❑ ® ❑ ❑ Comments: 9. Loading/Unloading Area(s) ❑ ® ❑ ❑ Comments: 10. Vehicle/Equipment Area(s): fueling, washing, maintenance, storage ❑ ® ❑ ❑ Comments: Suggested oil absorbing pads or drip pans 11. OiIMater Separator 1 Pretreatment ❑ ❑ ® ❑ Comments: 12. Waste Storage 1 Disposal Area(s): scrap metal, dumpsters, grease bins, etc. ❑ ® ❑ ❑ Comments: 13. Food Service Area(s) El❑ ® ❑ Comments: 14. Indoor Material Storage Area(s) I ❑ ❑ I ® I ❑ Comments: 15. Indoor Processing Area(s) ❑ ❑ ® ❑ Comments: Page 2 of 5 Rev. 0 Stormwater Facility Inspection Report/Checklist 1. Site Inspection (continued) Yes No NA Repeat Findin 16. Floor drains —illicit connections ❑ ® ❑ ❑ Comments: 17. Spill Response Equipment ❑ ® ❑ ❑ Comments: IL Stormwater Pollution Prevention Plan Does the site have.a Stormwater Pollution Prevention Plan (SPPP)? ® ❑ ❑ ❑ If the site has a SPPP then corn lets questions in Sections 11 and 111. 1. Does the Plan include a General Location (USGS) map? ® ❑ ❑ -❑ Facility location in relation to roads and surface waters. Includes: name of receiving stream or name of municipal storm sewer system, and accurate lat. and long. of point of discharge. 2. Does the Plan include a "Narrative Description of Practices"? ® I ❑ ❑ ❑ Should cover storage practices, loading and unloading areas, outdoor process areas, dust or particulate generating or control processes, waste disposal practices, etc. 3. Does the Plan include a detailed site map including outfall locations and ® ❑ El ❑ drainage areas? Should show • Location of industrial activities (storage areas, disposal areas, process areas, unloading and loading areas) • The drainage structures • Drainage areas for each outfall and activities occurring in the drainage area • Building locations • Existing BMPs and impervious surfaces and the % of each drainage area that is impervious • For each outfall, a narrative description of the potential pollutants which could be expected to be present in the stormwater discharge. This forces permittee to analyze the site with relation to stormwater discharges. It is also a tool for the inspector to understand if the site has changed over time, i.e. if site map does not match facility they must update their plan. 4. Does the Plan include a list of significant spills occurring during the past 3 ❑ ❑ ® ❑ years? Needs to include corrective actions that were taken. The permittee needs to know what the reportable quantities are for wastewater,,oil pollution, and SARA Title III. 5. Have stormwater outfalls been evaluated for the presence of non-stormwater ® ❑ ❑ ❑ discharges? Signature required: • Corporation - signed by Responsible Corporate Officer or assigned manager • Partnership or Sole Proprietorship — General Partner or the Proprietor Municipality, State, Federal, or other public agency — either principal executive officer or ranking elected official 6. Has the facility evaluated feasible alternatives to current practices? I ® 1 ❑ 1 ❑ I ❑ • Provide a review of the technical and economic feasibility of changing the methods of operations and/or storage practices to eliminate or reduce exposure of materials and processes to stormwater. • In areas where elimination of exposure is not practical, the stormwater management plan shall document the feasibility of diverting the stormwater runoff away from areas of potential contamination. 7. Does the facility provide all necessary secondary containment? I ® 1 ❑ ❑ ❑ • Applies to liquid raw materials, manufactured products, waste materials, or by-products • Single AST capacity > 660 gallons • Multiple AS containers in close proximity to each other with a total combined capacity of > 1,320 Page 3 of 5 Rev. 0 Stormwater Facility Inspection ReportlChecklist IL Stormwater Pollution Prevention Plan (continued) Yea No NA Repeat Finding • If connected to SW conveyance; controlled by manually activated valves or other similar devices? (Closed?) • Collected water observed for color, foam, outfall staining, visible sheens, and dry weather now prior to release • Document individual making observation, description of water, date, and time of release Retain record 5 years 8. Does the Plan include a BMP summary? ® ❑ ❑ ❑ Narrative description of BMPs to be considered including oil and grease separation, debris control, vegetative filter strips, infiltration and stormwater detention or retention, where necessary. The need for structural BMPs shall be based on the assessment of potential sources to contribute significant quantities of pollutants to stormwater discharges and data collected through monitoring of stormwater discharges. 9. Does the Plan include a Spill Prevention and Response Plan (SPRP)? I ® 1 ❑ 1 ❑ ❑ • Assessment of potential pollutant sources based on materials inventory of the facility • Facility personnel responsible for implementing the SPRP shall be identified • Responsible person shall be on -site at all times during facility operations that have the potential to contaminate stormwater runoff through spills or exposure of materials associated with the facility operations. 10. Does the Plan include a Preventative Maintenance and Good Housekeeping FZ ❑ ❑ ❑ Plan? • Document schedules of inspections and maintenance activities of stormwater control systems, plant equipment and systems • Inspect material handling areas • Regular cleaning schedules of these areas 11. Does the facility provide and document Employee Training? ® ❑ ❑ ❑ • Provide at a minimum, annual training for all personnel including: proper spill response, cleanup procedures, preventative maintenance activities for all personnel Involved In any of the facility's operations that have the potential to contaminate stormwater runoff • Develop training schedule and identify facility personnel responsible for implementing the training 12. Does the Plan include a list of Responsible Parties? ® 1 ❑ ❑ ❑ Identify position responsible for the overall coordination, development, implementation, and revision of the SPPP 13. Is the Plan reviewed and updated annually? ® ❑ I ❑ ❑ Have there been any changes to the design, construction, operation, or maintenance of the facility, which would have a significant effect on the potential for the discharge of pollutants to surface waters? Does plan include changes? 14. Does the Plan include a Stormwater Facility Inspection Program? ® I ❑ ❑ ❑ • Inspect semi-annually at a minimum - once in Fall and once in Spring • Inspection and subsequent maintenance activities performed shall be documented o Record date and time o Individual performing inspection o Narrative description of the stormwater outfall and plant equipment and systems • Records should be incorporated into the SPPP Stormwater Pollution Prevention Plan Comments: Page 4 of 5 Rev. 0 r Stormwater Facility Inspection Report/Checklist 11L Qualitative and Analytical Monitoring Yes No NA Repeat Finding 1. Has the facility conducted its Qualitative Monitoring semi-annually? ® ❑ ❑ ❑ Color Odor Clarity Floating Solids Suspended solids Foam Oil Sheen Other indicators 2. Has the facility conducted its Analytical Monitoring? ® ❑ ❑ ❑ 3. Has the facility conducted its Analytical Monitoring from Vehicle Maintenance areas? ® ❑ ❑ ❑ Qualitative and Analytical Monitoring Comments: IV. Permit and Outfalls 1. Is a copy of the Permit and the Certificate of Coverage available at the site? ® ❑ ❑ . ❑ 2. Were all outfalls observed during the inspection? ® ❑ ❑ ❑ 3. If the facility has representative outfall status, has it been documented by the NC Division of Water Quality? ❑ ❑ ® ❑ 4. If the facility has a No -Exposure Certificate, has the facility self -inspected and this on an annual basis? ❑ ❑ ® El Permit and Outfalls Comments: Page 5 of 5 Rev. 0 1 STORMWATER March 30, 2016 Mr. Paul White General Manager Valley Proteins 1309 Industrial Drive Fayetteville, NC 28306 Dear Mr. White: On March 3, 2017, a Site Inspection was conducted at your facility. The facility located at 1309 Industrial Drive In Fayetteville, N.C. drains directly into the Cape Fear River. A copy of the Compliance Inspection Report has been included for your review and records. The Following is a list of items noted during the walk-thru of your facility. Any leaking trucks need to be addressed as to prevent discharge on to the ground surface. While It is not always possible to prevent leaks an effort needs to be made to trap the leaking fluids by way of drip pans or oil absorbing pads. In September 2016, outfall 42 exceeded the benchmark values for COD and therefore fell under Tier 1. The facility has addressed the issue. Silt screens or inlet protection may need to be put into place once construction begins. At the time of inspection, this facility was found to be in compliance and will be recommended for a fee credit with the City of Fayetteville. I would like to thank you and your staff for the time and assistance in conducting this inspection. If there are any questions regarding this report, please contact me directly at (910) 433-1091. 433 Hay Street Fayetteville, NC 28301-5537 (910) 433-1091 1 www.fayettevillenc.gov I www.faytv7.com The City of Fayetteville, North Carolina does not discriminate on the basis of race, sex, sexual orientation, color, age, national origin, religion, or disability in its employment opportunities, programs, services, or activitim Danny Strickland Stormwater Inspector City of Fayetteville Attachment: Copy of Compliance Inspection Report cc: Twila Josey, Stormwater Administrative Assistant Michelle Faye, Stormwater Paralegal Mike Lawyer, NC Division of Energy, Mineral and Land Resources Stormwater Facility Inspection Report/Checkllst Facility Name: Valley Protein Inspection Type: Compliance NCG060160 Permit No.: NCSO Permit Effective 121112012 Date (if applicable): Not Applicable Permit Status Active (if not currently permitted): Inspection 3/3/2017 Discharges to: Cape Fear River Date: Facility Personnel Paul White Jason Wright Inspector(s): Danny Strickland Assisting with Matt Hill Inspection Tammy Shoe (Name/Phone Number): 910-013-4389 Entry Time: 8:60 A. M. Exit Time: 10:20 A. M. SIC Code: Facility Hours of 24 Hours Operation: Facility Description: Food and. Kindred Ffle Review/History: Page 1 of 6 Rev. 0 Stormwater Facility Inspection Report/Checklist Inspection Summary: During my inspec facility was clean and neat in appearance. ty This form is a procedural guide for Inspectors to follow when conducting facility stormwa ter compliance inspections. I Pago 2 of 6 Rev. 0 Stormwater Facility Inspection Report/Checklist L Site lnspectlon Were deficiencies observed with the following Items? (inspector should comment on vlolations/derrclencles observed) yes No NA Repeat Finding 1. Stormwator System: catch basins, open ditches, channels, pipes, outfatls, etc. ❑ ® ❑ ❑ Comments: 2. Erosion issues ❑ ® ❑ ❑ Comments: 3. Structural Stormwater BMPs ❑ ® ❑ ❑ Comments: 4. Illicit Discharges 1 Connections ❑ ® ❑ ❑ Comments: 5. Aboveground Storage Tanks (ASTs): List size, material type, and if secondary containment is provided ❑ ® ❑ ❑ Comments: See Section 313 List 6. Underground Storage Tank (UST) Fill Port Area ❑ ❑ ® ❑ Comments: 7. Outdoor Material Storage Area(s) ❑ ® ❑ ❑ Comments: 8. Outdoor Processing Areas) ❑ ® ❑ ❑ Comments, 9. Loading/Unloading Area(s) ❑ ® [] _ ❑ Comments: 10. Vehicle/Equipment Area(s): fueling, washing, maintenance, storage ❑ ® ❑ ❑ Comments: 11. OIIIWater Separator! Pretreatment ❑ ❑ ® ❑ Comments: 12. Waste Storage 1 Disposal Area(s): scrap metal, durnpsters, grease bins, etc. ❑ ® ❑ ❑ Comments: 13. Food Service Area(s) ❑ ❑ ® ❑ Comments: 14. Indoor Material Storage Area(s) ❑ ❑ ® ❑ Comments: 15. Indoor Processing Area(s) ❑ 1 ❑ ® ❑ Comments: Page 3 of 6 Rev. 0 Stormwater Facility Inspection Report/Checklist 1. Site lrispectlon (continued) Yes No NARepeat -Finding 16. Floor drains - illicit connections ❑ ® ❑ ❑ Comments: 17. Spill Response Equipment ❑ ® ❑ ❑ Comments: 11. Stormwater Pollution Prevention Plan Does the site have a Stormwater Pollution Prevention Plan (SPPP)? ® ❑ ❑ ❑ !f the site has a SPPP then cam lets questions in Sections It and III 1. Does the Plan include a General Location (USGS) map? ® ❑ ❑ ❑ . Facility location in relation to roads and surface waters. Includes: name of receiving siream or name of municipal storm sewer system, and accurate W. and long. of point of discharge. 2. Does the Plan Include a'Narrative Description of Practices"? ® ❑ ❑ ❑ Should cover storage practices, loading and unloading areas, outdoor process areas, dust or particulate generating or control processes, waste disposal practices, etc. 3. Does the Plan include a detailed site map including outfall locations and drainage ® ❑ ❑ ❑ areas? Sheuld_show • Location of Industrial activities (storage areas, disposal areas, process areas, unloading and loading areas) • The drainage structures • Drainage areas for each outfall and activities occurring in the drainage area • Building locations • Exlsling BMPs and Impervious surfaces and the % of each drainage area that is impervious + For each outfall, a narrative description of the polendal pollutanis which could be expected to be present In the stormwater discharge. This forces permitteo to analyze the site with relation to storrwater discharges. It is also a tool for the inspector to understand if the site has changed over time, La. If site map does not match facility they must update their plan. a, Does the Plan include a list of significant spills occurring during the past 3 years? I ❑ ❑ ® ❑ Needs to include corrective actions that were taken. The permittee needs to know what the reportable quantities are for wastewater, oil pollution, and SARA Title lit. 5. Have stormwater outfalls been evaluated for the presence of non-stormwater ® ❑ El discharges? Signature required: • Corporation - signed by Responsible Corporate Officer or assigned manager • Partnership or Sofe Proprietorship — General Partner or the Proprietor Municipality, Stato, Federal, or other public agency - either principal executive ofOcor or ranking elected official 6. Has the facility evaluated feasible alternatives to current practices?. (� ❑ ❑ ❑ • Provide a review of the technical and economic feasibility of changing the methods of operations and/or storage practices to eliminate or reduce exposure of materials and processes to stormwaler. • in areas where elimination of exposure Is not practical, the stormwater management plan shall document the feasibility of diverting the stormwater runoff away from areas of potential contamination. 7. Does the facility provide all necessary secondary containment? ® ❑ ❑ ❑ • Applies to liquid raw materials, manufactured products, waste materials, or by-products • Single AST capacity > 660 gallons • Multiple AS containers in close proximity to each other with a total combined capacity of > 1,320 Page 4 of 6 Rev. 0 Stormwater Facility Inspection Report/Checklist IL Stormwater Pollution Prevention Plan (continued) Yes No WA Repeat Finding • If connected to SW conveyance, controlled by manually activated valves or other similar devices? (Closed?) • Collected water observed for color, foam, outfall staining, visible sheens, and dry weather flow prior to release • Document individual making observation, description of water, date, and time of release Retain record 5 years 8. Does the Plan Include a BMP summary? ® ❑ ❑ ❑ Narrative description of BMPs to be considered including oil and grease separation, debris control, vegetative filter strips, infiltration and stormwater detention or retentlon, where necessary. The need for structural BMPs shall be based on the assessment of potential sources to contribute significant quantities of pollutants to stormwater discharges and data collected through monitoring of stormwater discharges. 9. Does the Plan Include a Spill Prevention and Response Plan (SPRP)? ® 1 ❑ ❑ ❑ • Assessment of potential pollutant sources based on materials inventory of the facility • Facility personnel responsible for implementing the SPRP shall be identifled • Responsible person shall be on -site at all times during facility operations that have the potential to contaminate stormwater runoff through spills or exposure of materials associated with the facility operations, 10. Does the Plan include a Preventative Maintenance and Good Housekeeping ® ❑ ❑ ❑ Plan? • Document schedules of inspections and maintenance activities of stormwater control systems, plant equipment and systems • Inspect material handling areas • Regular cleaning schedules of these areas 11. Does the facility provide and document Employee Training? ® ❑ ❑ ❑ • Provide at a minimum, annual training for all personnel including: proper spill response, cleanup procedures, preventative maintenance activities for all personnel Involved In any of the facility's operations that have the potential to contaminate stormwater runoff • Develop training schedule and identify facility personnel responsible for Implementing the training 12. Does the Plan include a list of Responsible Parties? ® ❑ ❑ ❑ Identify position responsible for the overall coordination, development, Implementation, and revision of the SPPP 13. Is the Plan reviewed and updated annually? ® 1 ❑ ❑ ❑ Have there been any changes to the design, construction, operation, or maintenance of the facility, which would have a significant effect on the potential for the discharge of pollutants to surface waters? Does plan Include changes? 14. Does the Plan include a Stormwater Facility Inspection Program? ® ❑ ❑ ❑ • Inspect semi-annually at a minimum - once in Fall and once in Spring • Inspection and subsequent maintenance activities performed shall be documented o Record date and time o Individual performing Inspection o Narrative description of the stormwater outfall and plant equipment and systems • Records should be Incorporated Into the SPPP Stormwater Pollution Preventlon Plan Comments: Page 5 of 6 Rev, 0 Stormwater Facility Inspection Report/Checklist Ill, Qualitative and Analytical Monitoring Yes No NA Repeat Finding_ 1. Has the facility conducted its Qualltative Monitoring semi-annually? ® ❑ ❑ ❑ Color Odor Clarity Floating Solids Suspended solids Foam Oil Sheen Other indicators 2. Has the Facility conducted its Analytical Monitoring? ® ❑ ❑ ❑ 3. Has the Facility conducted Its Analytical Monitoring from Vehicle Maintenance areas? ® ❑ ❑ ❑ Qualitative and Analytical Monitoring Comments: In Septembor 2016 outfall 2 exceeded the benchmark value for COD. IV Permit and Outfalls 1. Is a copy of the Permit and the Certificate of Coverage available at the site? ® ❑ ❑ ❑ 2. Were all outfalls observed during the Inspection? ' ® ❑ ❑ ❑ 3. If the facility has representative outfall status, has it been documented by the NC of Water Quality? ❑ El ® El 4. If the facility has a No -Exposure Certificate, has the facility self -inspected and documented this on an annual basis? ❑ ❑ ® ❑ Permit and Qutfalls Comments: Permit oxpires October 2017. Page 6 of 6 Rev. 0 CRY of o tauettev Unigincerint, & infrastructure Store water Division March 25, 2014 Mr. Paul White General Manager Valley Proteins 1309 Industrial Drive Fayetteville, NC 28306 Dear Mr, White; 433 Hay St rest Payelleville, NC.28301-5537 (910)433-1613 4v�v►v.ci t)offapcttevil le.c�rl; On March 25, 2014, a Site Inspection was conducted for compliance with your Facility located at 1309 Industrial Drive in Fayetteville, NC. This facility has been granted a Certificate of Coverage, NCG060160 under the NPDES General Permit NCG60000 for stormwater. This Facility drains directly into the Cape Fear River. A copy of the Compliance Inspection Report has been included for your review and records. The Following is a list of items noted during the walk4hru of your Facility. • The truck washing area at the maintenance garage needs to be addressed in order to keep overspray or surcharging of wastewater leaving the site. • In the gravel area near the dewatering pit, a sediment basket could be placed in the drop inlet. There is a great amount of slit entering the drain. However, it was noted that this area will be concreted In the coming year. • The silt fence at outfall #1 needs to be replaced. • Any leaking trucks need to be addressed as to prevent discharge on to the ground surface. While it is not always possible to prevent leaks an effort needs to be made to trap the leaking fluids by way of drip pans or oil absorbing pads. At the time of Inspection, this facility was found to be in compliance with your permitted Certificate of Coverage and will be recommended for a fee credit with the City of Fayetteville. would like to thank you and your staff for the time and assistance in conducting this inspection. If there are any questions regarding this report, please contact me directly at (910) 433-1091. Thank you, MD.& I11V City ul k1ydlcvil1c, M n I C;lnrlitta tlucts not discrinliIlk) ll° ns1 111v IY 05 ul rack, $0, Knlol. ril;r, rn11i.?naI nri�;in, Wlikiun, urclisallilily in it L3111110Y111 0nt 1111p1rumitle9,11rograrlt;' 5vrvitc , --caCl1661"ti. Danny Strickland Stormwater Inspector City of Fayetteville Attachment: Copy of Compliance Inspection Report cc: Nikkia Benitez, Stormwater Administrative Assistant Michelle Foye, Stormwater Paralegal Mike.Lawyer, NC Division of Energy, Mineral and Land Resources I. Ind'tis ria omp Vance nspec on Report f Permit#. t,o14o Effective: It_^{-_V , Expiration: Owner: nd��r� SIC: Factiity: , 11 /I411, ContactPersonl Trn 1 6NMe. Title: f pew. -MI Phony: Facility Address: 13 D CA s 1—ay f,-Aui Inspection Date, 3 q - { 11 , Entry Time: Exit Time: Primary Inspector: �0Anv�1% S�c�c.1�` a1 G Phone, Reason for Inspection,, pr)f1J l Inspection Type: Cony Permit Inspection Type: Facility Status: ❑ Compliant ❑ loot Compliant Question Areas: ❑ Sturm Water Holes/Comments: M 4W JIM 339 ALFXANDER STREET FAYETTEVILL_E, NC 29301-5797 (914) 433-166011661 , FAX (910) 433-1647 www.cityof£ayetteville,org An Equal Opportunity Employer Permit: Oamer- Facility: hispection Dale: Inspection Type: Reason for Visit: Rouliue Sjonmvater Pollution Prevention PlanY&s No NA WE # Does the site have a Stormwater Pollution Prevention Plan? V ❑ ❑ ❑ # Does the Plan include a General Location (USGS) map? • 12, ❑ ❑ ❑ 0,13 ❑ ❑ # Does the Plan include a "Narrative Description arPraetices"? # Does the Plan includo a detailed site map Including outfall iocations and drainage areas? 21,[3 ❑ ❑ # Does the Plan include a list of significant spills occurring during the past 3 years? AO I foU ❑ ❑ ❑ 0, ❑ ❑ ❑ # Has the facility evaluated feasible alternatives to current practices? # Does the facility provide all necessary secondary containment? rpkAi41j # Does the Plan include a EMP sutnmary? �❑ ❑ ❑ # Does the Plan Includes Spill Prevention and Response Plan (SPRP)? Aft4 {q er' ❑ Q ❑ V-1 6�+h ++ !"1� o.)- # Does the Plan Include a Preventative Maintenance and Good Housekeeping Plan? ❑ Q ❑ # Does the facility provide and docuntent Employee Training? ,.V ii �' ❑ ❑ ❑ # Does the Plan include a list of Responsible Parly(s)? �❑ ❑ ❑ Us the Plan reviewed and updated annuRlly? 4804 1 L& -13 Ifr—'D ❑ ❑ # Does the Plan include a Stomiwater Peollity Inspection Program? & -ly-toll t 11.11174) Li**' ❑ ❑ ❑ # Has the Stormwater Pollution Prevention Plan been implemented? �ff '❑ ❑ ❑ Comment: Qualitative Monitorlu # Has the feellily conducted Its Qualitative Monitoring semi- inuually? 1- 2 7.13 Comment:. S'2o^1 a Analv,(ical h1anitorins Niles the facility conducted Its Analytical monitoring? Nei 2.11 Zoi 9 M,y '1'r 2013 # Has the facility conducted Its Analytical monitoring from Vehicle Maintenance areas? 1'erntlt anti Qutfails # is a copy of The Permit and the Certificate of Coverage available at the site? # Were all outfalls observed during the Inspectlon? -# If the facility has rapresentative outfall status; Is it properly docum ritcd by 1h6'DNIslan? # Has the facility evaluated all Illicit (non storm water) discharges? Comments: MW Fuel e(❑ ❑ ❑ ❑ ❑ ❑ ❑ 1-1-1 C7 9 0 ❑ ❑ ❑ ❑ .i ffJ KLE/NFEL�ER Avg ftvftm Dry Delo' m 71c - 611 4?013 111 TRANSMITTAL EAR°10N 0� To: Steve Vozzo, Regional'Supervisor Date: December 20, 2013 NCDENR - Fayetteville Regional Office Reference No: PN 131914 T 1602 225 Green Street, Suite 714 Copies to: NCDENR Stormwater Fayetteville, NC, 28301-5043 Permitting Unit Bob Vogler, VP Subject: Fayetteville, NC Valley Proteins' Assessment of Best Management Practices We are sending the following: ® Attached ❑ Under separate cover The report of findings from the facility's assessment of Best Management Practices, as required by Section E of NCG0600000. Via: ❑ Messenger/Courier ❑ First Class Mail ® FedEx ❑ United Parcel ❑ DHL ❑ Lone Star Overnight ❑ Freight ❑ Other Transmitted: ❑ As Requested ® For Approval ❑ For Your Use ❑ For Review & Comment By: Senior Professional 3500 Gateway Centre Blvd. 200, Mtorrisvllle NC 275e0 ■ 919-755-5011 metro ■ Ext. 102 ■ 919-755-1414 fax Assessment of Best Management Practices Valley Proteins Fayetteville, North Carolina Kleinfelder Project No. 131914 Task 16U ASSESSMENT OF STORMWATER BEST MANAGEMENT PRACTICES Prepared by: Linda M. Lamb, P.E. Senior Professional Valley Proteins Fayetteville, North Carolina Prepared for VA.SY'r,o'rs Valley Proteins, Inc. December 19, 2013 Reviewed by: Michael Sussman, P.E. J ,, Program Manager If �CL E/NFEL L?ER ,8rT '_ ht Phvjile. A6ht SaJLJE ns Raleigh, North Carolina Copyright 2013 Kleinfelder All Rights Reserved Only the client or its designated representative may use this document and only for the specific project for which this report was prepared. 131914, Task 16021RAL13RO468 Page 2 December 19, 2013 Copyright 2013 Kleinfelder 4 1 TABLE OF CONTENTS 1.0 INTRODUCTION.........................................................................................................1 2.0 MATERIAL HANDLING NARRATIVE........................................................................2 2.1 RAW MATERIALS..........................................................................2 2.2 PETROLEUM.................................................................................3 2.3 PROCESS CHEMICALS ...................................... .................4 2.4 WASTE PRODUCTS......................................................................5 2.5 FINISHED PRODUCTS....................................................................6 2.6 LOADING PROCEDURES................................................................7 3.0 FEASIBILITY STUDY................................................................................................. 9 3.1 NON-STRUCTURAL BMPs....................................................................... 9 3.2 STRUCTURAL BMPs............................................................................... 11 3.3 POTENTIAL ADDITIONAL MEASURES............................................12 4.0 FECAL COLIFORM EVALUATION ............................................ : ............................ .14 5.0 CONCLUSIONS AND CORRECTIVE MEASURES.................................................15 FIGURES Site Layout Map APPENDICES Appendix A -- Milestone Schedule 1.0 INTRODUCTION The North Carolina Department of Environment and Natural 'Resources (NCDENR) Division of Water Quality (DWQ) issued a Certificate of Coverage to Valley Proteins Fayetteville Division under General Permit NCGO60000 for stormwater discharges from industrial manufacturing activities. Section E of Part it of the general permit requires facilities that use or process animal fats and/or by-products to complete and submit an assessment of best management practices (BMPs) within twelve months of issuance of coverage. Best management practices must be assessed for off-loading, handling, and spill preverition of rendered fats and oils that are stored and used at the facility. This report includes the findings of the assessment, and must be submitted to both the local DWQ Regional Office and the Stormwater Permitting Unit for review and approval. This report addresses the required content in the following sections, including: • A narrative description of all the material handling activities (not just fats and oils) at the facility that are outdoors or are otherwise exposed to incidental rainfall or run-on. • A feasibility study of whether reduced exposure can be achieved at the site and a ranking of potential management measures with respect to feasibility. • An evaluation of the presence or absence of animals and/or wildlife on the site and whether fecal coliform concentrations might be correlated to the presence or absence of those animals. • Assessment conclusions and a proposed corrective action measures plan with milestones and proposed schedule for implementation. 131914, Task 1602/RAL13R0468 Page 1 December 19, 2013 Copyright 2013 Kleinfelder 2.0 MATERIAL HANDLING NARRATIVE The Valley Proteins Fayetteville facility is a rendering plant. Animal byproducts and used cooking oil arrive by tanker truck and open trailers. Liquid raw materials are pumped to storage tanks before processing. All subsequent process activities are conducted indoors. The final processed fat and meal products are reloaded in trucks for bulk shipment. Locations are illustrated on the attached facility layout map. This section describes the storage, loading and unloading practices for raw materials (including fuels), by-products, waste materials, and finished products. 2.1 RAW MATERIALS l Raw materials stored at the facility are used cooking oil and animal by-products. Used cooking oil is brought to the facility by tanker trucks. The trucks are unloaded at the used cooking oil pit, which is located inside the oil processing building (grease house.) The used cooking oil is pumped from the pit into a storage tank (Tank 17), where it is stored until it is processed. Any spillage or leakage which ,occurs during transfer or storage is collected by the plant drainage system, which serves as the containment system, and is routed to the wastewater treatment system, where the oil is reclaimed. Byproducts are brought to the facility for processing aboard open -top trucks, covered with tarps. While waiting to unload, the trailers are parked on the concrete drain pad in the staging area east of the garage. On the pad, the trailers are drained of free liquids. The byproducts are unloaded at adjacent unloading docks located inside either the feed grade plant building or the pet food plant building. The byproducts are fed directly into the rendering process, and are not stored on -site for any appreciable length of time. The drain pad is the only location on the plant site where the trailers may be drained of any water. The drain pad slopes to the east, and has a concrete curb along its eastern side to contain any drainage from the trailers. The water enters the stormwater drain at the south end of the pad,. from which point it flows into the, wastewater treatment 131914, Task 16021RAL13R0468 Page 2 December 19, 2013 Copyright 2013 Kleinfelder System. The trucks are cleaned at the new truck wash, which is located next to the maintenance building. The truck wash is covered - and enclosed on two sides to help prevent stormwater contamination. Inside the truck wash, graded pavement directs the flow of wash water into floor drains, which drain into the wastewater treatment system. After washing, the trucks are parked in the clean vehicle parking area, located to the north of the rendering plant. 2.2 PETROLEUM Valley Proteins Fayetteville uses three types of petroleum fuel. The boilers in the feed - grade plant burn No. 6 fuel oil, which is stored outside in one tank (Tank S) located to the south of the rendering plant. Fuel is transferred from the tank to the boilers through underground piping. The tank is surrounded by a concrete dike with substantially more capacity than the tank volume. The containment does not drain into the stormwater conveyance system. Personnel manually drain this water to the stormwater sump, which is pumped to the wastewater plant. Boilers at the pet food plant also may burn No. 6, which is stored in Tank K, located west of the pet food plant building. Fat may also be used as a boiler fuel at the pet food plant from Tank J. The pet food tank containment area is more than sufficient to contain the largest tank. Accumulated stormwater is drained manually to the wastewater treatment system. There are two No. 2 fuel tanks (Tanks T and U) for use in the boiler, located at the north end of the feed -grade plant. The tanks are surrounded by a concrete containment dike. The dike is drained by pumping collected stormwater to the wastewater treatment system. 131914, Task 16021RAL13R0468 Page 3 December 19, 2013 Copyright 2013 Kleinfelder Tank 22 contains 15,000 gallons of diesel fuel for trucks. This tank is double -walled and is located to the north of the truck shop. The fueling area is covered and the curbed vehicle fueling area drains to an underground stormwater cistern, which is pumped to the wastewater treatment system. Maintenance lubricants are stored in Tanks 24 - 28, in a separate containment area adjacent to the feed grade plant, next to the No. 2 boiler fuel tanks. There are two tanks used for gear oil storage, two tanks for hydraulic fluid, and a separate tank for waste oil storage. Additional tanks for motor oil and hydraulic fluid (Tanks 29 - 31) are located inside the truck shop building. All petroleum tanks are refilled by pump transfer from tanker trucks or drums. Any spillage which occurs during the refilling process that is outside of the concrete containment walls or buildings will drain into the stormwater collection system, if not otherwise contained. Any spillage which occurs inside the containment walls is discussed above. Since a permanent truck containment area at neither the feed -grade nor pet food plant has been constructed, Valley Proteins standard practice will be to first verify fuel tank level and then to attend all unloading, so as to quickly contain the potential spill of up to 2,000 gallons of fuel oil from a truck tank failure. A fuel delivery truck spill at these locations will drain as described for a fat tank containment failure (see Section 2.5.) Fuel tank loading spills at the truck shop will be contained and captured by the engineered loading containment area, or intercepted at the stormwater retention pond. When an unloading tank truck experiences a major spill event, pumps will be stopped, valves closed and the cleanup procedure begun. Prompt action will be taken prevent the oil from leaving the immediate vicinity, if possible. If not contained manually, the fuel can be recovered from the stormwater sump, the wastewater plant or the stormwater box. Truck drivers provide wheel chocks, drip pans for hose connections, and inspect bottom drains for leaks prior to departure. Truck loading procedures meet DOT requirements and are described in section 2.6. 131914, Task 16021RAL13R0468 Page 4 December 19, 2013 Copyright 2013 Kleinfelder 2.3 PROCESS CHEMICALS The chemicals that are used in processing and water treatment at the facility include "Purate," a commercial oxidizer product (Tanks 2 and 3), sulfuric acid (two Tanks Y, used with Purate, and located at the south end of the feed -grade plant and north of the pet -food plant), aluminum chloride (Tank 4), and magnesium hydroxide (Tank 9). All of these tanks are located outdoors. Purate and sulfuric acid react to form chlorine dioxide, which is used in the air scrubbers, which clean the exhaust air from the rendering process. Aluminum chloride (50% solution) is stored in a 2,500-gallon tank on the east side of the feed -grade plant building. The aluminum chloride is used in the Dissolved Air Flotation unit. Bulk magnesium hydroxide is stored as a slurry in a 6,000-gallon tank in a contained area to the south of the wastewater clarifier and is used for pH control. The tanks containing aluminum chloride, Purate, sulfuric acid and magnesium hydroxide are refilled by pump transfer from tanker trucks. Any spillage which occurs during the refilling process will drain into the wastewater treatment system if not otherwise contained, except for the magnesium hydroxide. Any spillage from the magnesium hydroxide tank or during the filling of the tank would be diverted by the topography of the area to a location where it would be prevented from draining into any waterways. Totes are replaced when empty by truck delivery and immediately moved to their point of use. Small. quantities of chemicals and miscellaneous liquid and solid materials (motor oil, cleaning solutions, salt, etc.) are delivered in closed drums, pails, or bags by truck, and are transported by hand or fork truck to points of indoor storage immediately upon arrival. 2.4 WASTE PRODUCTS Wastewater is generated from processing activities at the facility. This water drains into the main plant sump and is pumped to a 25,000-gallon surge tank, from which it enters 131914, Task 16021RAL13R0468 Page 5 December 19, 2013 Copyright 2013 Kleinfelder wastewater treatment and then flows to the City of Fayetteville POTW. 2.5 FINISHED PRODUCTS The finished products of the rendering process are protein meal and liquid fat. The protein meal is stored in hoppers inside the rendering plant, in the silos located west of the feed -grade plant, and in the silos located north of the pet food plant. The only point at which possible contact with stormwater occurs is during the meal truck loading process, which can generate dust in and around the loading facility. To help control the dust buildup and stormwater contamination which could result, the load -out and asphalt areas are washed three times a week, except during freezing conditions or precipitation events. Saleable fat is extracted from the byproducts and is pumped through dedicated piping into large storage tanks at the feed grade plant, located to the south of the main office. The fat is stored in these tanks until it is transferred to tanker trucks for removal. The fat tanks are surrounded by an earthen and concrete dike system with a total containment volume of 233,760 gallons. This containment volume is less than the volume of the largest tank (Tank B), which has a volume of 300,000 gallons, but any additional volume would be captured by the nearby plant drainage system. The remaining tanks (Tanks A — I and 17) have capacities which are less than the capacity of the containment dikes. The pet food plant also stores finished saleable fat, but in smaller quantities. The pet food tanks (Tanks L - Q), located to the north of the pet food plant are enclosed in concrete secondary containment sufficient to contain the contents of each of the tanks. Should a tank leak, or a failure occur, the material would remain in the dike until it is manually pumped out or released through the locked drain valves to the wastewater treatment plant. If a spill at the feed grade plant fat farm is uncontained, through containment failure, overflow tank failure, or other mishap, the spilled material will flow westward along the road/pavement to the stormwater. collection system. From the 131914, Task 1602/RAL13R0468 Page 6 December 19, 2013 Copyright 2013 Kleinfelder stormwater sump, the spilled material could be pumped to the wastewater treatment plant for recovery, if the amount of oil threatens to overflow the sump, or removed with a vacuum truck. From the pet food fat tank area, spilled material will flow generally northward to the stormwater outfall 002. Material that enters the storm drains along the railroad tracks can be intercepted at the stormwater box on Outfall #1. Material that enters the ditch to the east of the plant will be stopped by Valve C. The finished fat is loaded into tanker trucks for shipment at the tank truck loading areas. Loading procedures are the same for fat as for fuels, and are described below. 2.6 LOADING PROCEDURES Tank Trucks: 1. A Company employee will remain with the truck driver during the material transfer procedure. 2. Position tank truck and place wheel chocks. 3. Verify receiving tank level is adequate for quantity of material to be delivered or loaded. 4. Make hose connections between the tanker truck and the storage tank. 5. The truck connections will be double checked prior to starting the transfer. 6. Begin transfer of material. 7. Continually observe piping, valves, pumps and the truck to detect leaks before a major problem is allowed to exist. 8. After the transfer is completed, place drip pans beneath the piping connections. 9. Close valves on the truck and pumping system. 10.Open piping connections and allow hose contents to drain into the drip pans. 11. Cleanup spillage. Dispose of waste in an approved manner. Drums: 1. New drums and containers are to be inspected to determine if they are leaking or in poor repair. 131914, Task 1602/RAL13RO468 Page 7 December 19, 2013 Copyright 2013 Kleinfelder 2.- Prior to transport, bungs, vents, and rim seals are to be inspected and secured. 3. Drums and containers are transported individually by hand truck or by front-end loader. 4. Drums transported in the bucket of -the front-end loader will be fastened with a strap. 5. Drums and containers will not be opened until placed in use. 6. If drums are moved before empty, bungs, vents, and rim seals are secured. 7. Portable drum pumps will be used to transfer oil from drums to other containers. 8. After transfer, the operator will inspect the area for spills before opening another drum. 9. Drum and container storage areas will be routinely inspected for spills and leaks 131914, Task 16021RAL13R0468 Page 8 December 19, 2013 Copyright 2013 Kieinfelder 3.0 FEASIBILITY STUDY A .number of best management practices (BMPs) are currently in use at Valley Proteins. These practices, which are composed of both structural and non-structural controls, already limit the potential for contamination of stormwater. This section presents the existing Valley Proteins BMPs, and an assessment of the feasibility of potential measures which may attain additional reductions in exposure. 3.1 NON-STRUCTURAL BMPs M The non-structural administrative controls which are used at the site are: materials management procedures, including good housekeeping practices; material exposure control; spill prevention and cleanup; and connection controls. Valley Proteins materials management policy requires regular cleaning of the facility grounds, and the storage of drums, barrels and bags of chemicals inside. All chemical containers are checked regularly for leaks or signs of damage. Raw material, product and chemical tanks are labeled. Employees must provide adequate aisle space to facilitate materials transfer and easy access for inspections; store 'containers, drums, and bags away from direct traffic routes to prevent accidental spills; stack containers according to manufacturers' instructions to avoid damaging the containers due to improper weight distribution; and store containers on pallets or similar devices to prevent corrosion of the containers which can result when containers come in contact the moisture on the ground. The meal load -out areas are cleaned on a regular basis. Employees are instructed to maintain clean, dry floors and ground surfaces by using brooms, shovels, vacuum cleaners, or cleaning machines and to regularly pick up and dispose of garbage and waste materials. Material exposure to stormwater is limited in multiple ways. By-product trucks which are not immediately unloaded have tarps secured over their loads to protect against contact 131914, Task 1602/RAL13R0468 Page 9 December 19, 2013 Copyright 2013 Kleinfelder with rainfall. Raw material trailers are parked only on the drain pad in, the staging area unless sealed. All processing operations and maintenance activities -are conducted indoors. Finished products are stored in covered bins or tanks where they are protected from stormwater. Spills are prevented by providing bulk storage tanks with secondary containment. Employees inspect equipment for proper operation - all piping and equipment is inspected regularly for leaks including tanks, dikes, valves, pumps, flanges, and connections, and any leaks which are found are fixed promptly. Truck loading and unloading is attended by a Valley Proteins employee, and employees are trained in spill prevention and response procedures. Spill cleanup supplies and equipment are maintained in strategic locations and are inspected regularly and replenished as needed. Stormwater conveyances are inspected .and. certified annually for illicit connections and unallowable non-stormwater discharges, which will be promptly removed, if present. 3.2 STRUCTURAL BMPs m The structural stormwater controls employed at the facility include the use of curbing and graded pavement to contain and direct the flow of stormwater, containment dikes around storage tanks, and partial enclosure of the raw -material unloading areas, meal loading areas, and the truck wash. Valves to control the flow and release of stormwater are employed to direct the initial 1/2-inch of rainfall from rendering process areas to the wastewater treatment plant. Curbing is in use around the asphalt area south and east of the plant, which would contain any spillage as well as direct rainfall to the collection sump. Additional structural controls include containment dikes around most storage tanks and partial enclosure of the meal loading areas. The storage tank containment dikes are designed to contain any spills or leaks which 'occur during storage or transfer of materials, and to prevent contamination from entering the stormwater conveyance system. Most containment 131914, Task 1602/RAL13R0468 Page 10 December 19, 2013 Copyright 2013 Kleinfelder dikes are capable of containing the contents of the largest tank within each dike, when filled to its maximum useable level. The contents of the dikes must be drained by pumping, and do not drain directly into the stormwater conveyance system. Enclosures are used at the raw material unloading and product meal loading areas and the truck washing station. The roofing helps prevent the, contamination of stormwater in these areas, directs the flow of water into the stormwater drains, and helps prevent the loss of material. The stormwater conveyance system is divided into four sections: one section handles the stormwater runoff and wastewater from the process areas of the plant, one section handles the stormwater from the non -process areas of the plant, one from the wastewater treatment plant area, and the fourth discharges from the truck shop area. Any stormwater or process waste -water which enters the drains to the south of Valve A and to the east of the main office flaws into the main sump, located to the south of the feed -grade plant. From the underground sump, the water is first pumped to a 25,000- gallon surge tank and then into the wastewater treatment process. Ultimately, this water is discharged to the City of Fayetteville sewer system. The wastewater treatment system is designed to collect and treat the first half -inch of rainfall which occurs in a storm event. Drainage of stormwater from the remaining plant non -process areas, which fall to the north of Valve A or to the west of the main office, is controlled by Valves A and B, which are normally closed. In the event of a rainfall event, Valve B is opened, so that the initial water flush is routed to the stormwater sump and pumped to the wastewater treatment plant. After approximately 15 minutes, or if the facility receives more than one-half inch of rainfall, Valve B is closed and Valve A is opened, so that any additional' stormwater discharges toward Outfall 1, through a stormwater management box. The stormwater box provides retention of stormwater until visual inspection ,determines that it appears to be of acceptable quality to discharge, and the release gate (Valve D) 131914, Task 16021RAL13R0468 Page 11 December 19, 2013 Copyright 2013 Kleinfelder N is manually opened, allowing the water from the plant to drain into the Cape Fear River at Outfall #1. If Valve D is not opened, and the box becomes full, a float switch -operated pump automatically pumps the water to the truck drain pad, where it drains to the wastewater treatment plant. Most facility stormwater drains into the engineered stormwater conveyance system and is discharged into the Cape Fear River at Outfall #1. Stormwater which falls on the northernmost part of the plant, from the wastewater treatment facility northward, flows to r the northwestern corner of the plant, where it leaves the site at Outfall #2. Outfall #2 is controlled by Valve C which is kept normally closed, to prevent discharge of any spills or releases from around the wastewater treatment plant. Stormwater that falls to the west of the pet food plant, across the railroad. tracks, in the area around the truck shop flows to the stormwater detention pond to the east of the truck shop. Any flow will then be directed towards Stormwater Outfall #3. 3.3 POTENTIAL ADDITIONAL MEASURES In order to minimize the potential for contamination of stormwater at Valley Proteins, the following changes to operations and storage practices could be considered, in order of feasibility: • Install adequate secondary containment around storage tanks which do not already possess such containment, and which pose a potential threat to safety or health. The magnesium hydroxide tank does not have secondary containment to protect against stormwater contamination in the event of a spill or release. However, a spill from the magnesium hydroxide tank would be diverted by the topography of the site into a ditch where Valve C is normally closed to prevent release of contaminated water. Tank B containment does not have adequate volume to completely contain the entire volume of the tank, but any volume not contained would be contained by the plant drainage area. 131914, Task 1.602/RAL13R0468 Page 12 December 19, 2013 Copyright 2013 Weinfelder • Review the frequency of inspection and maintenance of existing filter and absorbent barriers in drainage systems and increase, if appropriate. • Implement inspection/verification process.for empty clean trucks before moving to the clean vehicle parking. While these measures are feasible, the runoff from these areas has been engineered to flow toward the stormwater conveyances where runoff is collected in a sump and can be pumped to the wastewater plant for collection and/or treatment, or is collected in the stormwater retention basin. These existing measures provide adequate insurance that contaminated stormwater will not leave the property. I 131914, Task 1602/RAL13R0468 Page 13 December 19, 2013 Copyright 2013 Kleinfelder 4.0 FECAL COLIFORM EVALUATION The facility is located in a primarily urban area, but some wildlife may be present at the site. Wildlife is most likely in the northern portion of the property away from the industrial buildings and traffic, but this area is not monitored by the industrial stormwater sampling program. The minimal animal activity near the industrial operations (Valley Proteins maintains a rodent control program) is not likely to be significant, or to be correlated with fecal coliform discharge concentrations 131914, Task 16021RAL13R0468 Page 14 December 19, 2013 Copyright 2013 Kleinfelder r' v 5.0 CONCLUSIONS AND CORRECTIVE MEASURES Valley Proteins believes that no additional Best Management Practices are warranted for this facility. All process areas of the plant, where fat and/or byproducts are stored or handled, have been engineered to flow toward the stormwater conveyances, where runoff is collected in a sump and can be pumped to the wastewater plant for collection and/or treatment, or is retained or intercepted prior to release. This stormwater collection system is an effective backup for the secondary containment dikes provided for all major oil storage tanks, and provides adequate insurance that small tank spills or releases will not leave the property. No corrective measures are being proposed. 131914, Task 1602/RAL13Ro468 Page 15 December 19, 2013 Copyright 2013 Kleinfelder ' I 13 (/f 1 0001 I % I la SCRAP MATERIAL S O GE Rw� ^mow �r Ej LEGEND ® Sto..ter Drain Stormwater Flow Direction 500 GATEWAY CENTRE BLVD.. STE. 200 SITE LAYOUT AND DRAINAGE MAP FIGURE VALLEY PROTEINS KLE/NFEGOE MORRISVILLE. NORTH CAROLINA 27560 FAYETTEVILLE. NC FACILITY PHONE:919.755.5011 PROJECT NO. 117134 DATE: OCTOSER 2012 FACSIMILE: 919.755.1414 DRAWN BY: MDB ILI Appendix A Milestone Schedule (Not Used) 131914, Task 16021RAL13R0468 Page 16 December 19, 2013 Copyright 2013 Kleinfelder DENR-FRO NO, June 1, 2012 Mr. Paul Rawls Environmental Program Consultant NC Division of Water Quality 225 Green Street, Suite 714 Fayetteville, NC 28301-5043 VALLEY PROTEINS. INC . Subject: Storm Water Outfall Project Valley Proteins, Inc — Fayetteville Division Cumberland County, NC Dear Mr. Rawls: JUN042012 DWQ This will confirm the conversation you had on May, 25, 2012 with Mr. Matt Hill of this facility regarding the subject. This letter is to clarify the status of this project. We initially had the storm water collection box delivered and made preparations to install the unit. Prior to installation structural problems became apparent with the box and was therefore returned to the vendor. The box is being completely rebuilt and will require approximately three weeks to properly cure and therefore minimize additional structural problems. Should you need further information, please let me know. Sincerely Reed Parks General Manager CC: Bob Vogler, VPI 1309 Industrial Drive Fayetteville, NC 28301 910-483-0473 Fax:910-213-1140 www.valleyproteins.com Creating Renewable Resources Built on Tradition y / /r•, / �!� j; . Jim �,f , /r'/�1/`i/��! �/ !�r•�i.!' /�.-. '%� 'k /r f•i �� NCDrE�IR North Carolina Department of Environment and Natural Resources Division of Water Quality Beverly Eaves Perdue Charles Wakild, P.E. Governor Director March 5, 2012 Thomas A Gibson, Jr CBP Resources Incorporated -Cape Fear PO Box 3588 Winchester, VA 22604 Subject: NPDES Stormwater Permit Coverage Renewal CBP Resources Incorporated -Cape Fear COC Number NCG060160 Cumberland County Dear Permittee: Dee Freeman Secretary Your facility is currently covered for stormwater discharge under General Permit NCG060000. This permit expires on 10/31/2012. The Division staff is currently in the process of renewing this permit. When a draft is available for notice and public comment, it will be posted on our website at http://portal.nodenr.org/web/wq/ws/su/public-notices. Please continue to check this website to review and comment on proposed changes to the permit. once the permit is reissued, your facility would be eligible for continued coverage under the reissued permit. To assure consideration for continued coverage under the general permit, you must apply to the Division of Water Quality (DWQ) for renewal of your permit. Enclosed you will find a Permit Coverage Renewal Application Form, The application must be completed and returned by May 4, 2012, Letters confirming our receipt of the completed application will not be sent. Failure to request renewal within the time period specified may result in a civil assessment of at least $250.00. Larger penalties may be assessed depending on the delinquency of the request. Discharge of stormwater from your facility without coverage under a valid stormwater NPDES permit would constitute a violation of NCGS 143-215.1 and could result in assessments of civil penalties of up to $25,000 per day. "No exposure exclusion" is now available to industrial facilities in any of the categories of "storm water discharges associated with industrial activity," (except construction activities). If you feel your facility can certify a condition of ,.no exposure", i.e. the facility industrial materials and operations are not exposed to stormwater, you can apply for the no exposure exclusion. For additional information contact the Central Office Stormwater Staff member listed below or check the Stormwater Permitting Unit Web Site at http://portal.ncdenr.org/web/wq/ws/su/npdessw#tab-5, If the subject stormwater discharge to waters of the state has been terminated, please complete the enclosed Rescission Request Form. Mailing instructions can be found on the bottom of the form. You will be notified when the rescission process has been completed. If you have any questions regarding the permit renewal procedures please contact Julie Ventaloro of the Central Office Stormwater Permitting Unit at (919) 807-6370. Sincerely, Bradley Bennett Supervisor, Stormwater Permitting Unit 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 . Location:512 N. Salisbury St. Raleigh, North Carolina 27604 Phone: 919-807-63001 FAX: 91M07-64941 Customer Service: 1-877-623-6748 Internet: www.ncwaterquatit .org An Equal Opportunity 1 flrmalWkilonEmployer One NorthCarolina Naturally 04 WA?' Permit Coverage Renewal Anplication Form kbNational Pollutant Discharge Elimination System Certificate of Coverage Number Stormwater General Permit NCG060000 NCG060160 The following is the information currently in our database for your facility, Please review this information carefully and make all corrections/ additions as necessary in the space provided to the right of the current information. Owner Affiliation Information Owner / Organization Name: Owner Contact: Mailing Address: Phone Number: Fax Number: E-mail address: * Relssued Permit will be mailed to the owner address Valley Proteins Inc Thomas A Gibson, Jr PO Box 3588 Winchester, VA 22604 540-877-2590 Ext.253 540-877-3216 Facility Name: CBP Resources Incorporated -Cape Fear Facility Physical Address: Facility Contact: Mailing Address: Phone Number: Fax Number: E-mail address: Dischame-Information Receiving Stream: Stream Class: Basin: Sub -Basin: Number of Outfalls: 1742 Martindale Dr Fayetteville, NC 283041417 Adam Maxwell, Environmental Manager 1742 Martindale Dr Fayetteville,NC 283041417 910-483-0473 Ext. 910-213-1140 amaxwell@valleyproteins.com CAPE FEAR RIVER W S-IV; CA Cape Fear River Basin 03-06-15 Impaired Waters/TMDL Does this facility discharge to waters listed as impaired or waters with a finalized TMDL? ❑ Yes 0 No ❑ Don't Know for information on these waters refer to http://h2o.enrstate.nc.uslsullmparrectWaters TMDLI 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. Signature Print or type name of person signing above Date Title Please return this completed renewal application form to: SW General Permit Coverage RenewalStormwater Permitting Unit 1617 Mail Service Center Raleigh, North Carolina 27699-1617 A AkiI;Z. NCDEENR North Carolina Department of Environment and Natural Resources Division of Water Quality Beverly Eaves Perdue Charles Wakild, P. E. Governor Director December 4, 2012 Bob Vogler Valley Proteins Inc PO Box 3588 Winchester, VA 22604 Dee Freeman Secretary Subject: NPDES Stormwater Permit Coverage Renewal Valley Protiens - Fayetteville Div COC Number NCG060160 Cumberland County Dear Permittee: In response to your renewal application for continued coverage under stormwater General Permit NCG060000 the Division of Water Quality (DWQ) is forwarding herewith the reissued General Permit. This permit is reissued pursuant to the requirements of North Carolina General Statute 143-215.1 and the Memorandum of Agreement between the state of North Carolina and the U.S. Environmental Protection Agency, dated October 15, 2007 (or as subsequently amended). The following information is included with your permit package: • A new Certificate of Coverage (COC) • A copy of General Permit NCG060000 • A copy of the Technical Bulletin for the General Permit • Two copies of the Discharge Monitoring Report (DMR) Form • Two copies of the Qualitative Monitoring Report Form The General Permit authorizes discharges of stormwater, and it specifies your obligations for discharge controls, management, monitoring, and record keeping. Please review the new permit to familiarize yourself with all the changes in the reissued permit. Your facility has six (6) months from the time of receipt of the permit to update your current SPPP to reflect all new permit requirements. The first sample period of your permit begins January 1, 2013. Your facility must sample a "measureable storm event" beginning during the periods beginning January 1 and July 1 of every year (or, if applicable, report "No Flow," as outlined in Part III, Section E). Also, please note that Tier 3 Actions in Part II of your permit are triggered by benchmark exceedances on four occasions beginning on the effective date of this permit and do not count prior exceedances. The more significant changes in the General Permit since your last COC was issued are noted either in the Draft Permit Fact Sheet that accompanied the public notice (http://portal,ncdenr.org/web/wq/­w-s/­su/­current- notices), or in the Response to Comments / Summary of Changes and Technical Bulletin documents that are posted on the Stormwater Permitting Unit's website with the new General Permit. Please visit http://portal ncdenr.orp,/web/wq/ws/su/ngdessw (click on 'General Permits' tab) to review that information for your specific General Permit carefully. 1617 Mail Service Center, Ralegh, North Carolina 27699-1617 Location: 512 N. Salisbury St. Ralegh, North Carolina 27604 Phone: 919-807-63001 FAX: 919.807 1492 Internet: www.nmalerguality.org An Equal ONpnr;rmily 1 Affirmative Action E.-.plover Nne orthCaix; ina �.v%turA144Y Bob Vogler December 4, 2012 Page 2 of 2 Some of the changes include: Part II: • Section A: The Stormwater Pollution Prevention Plan (SPPP) section, if applicable, has been updated to the most current language of our permits. Additional conditions for specific industry sectors have been added to the SPPP requirements in some cases. • Sections B, C: Failure to perform analytical stormwater monitoring may result in the Division requiring that the permittee begin a monthly sampling scheme. • Sections 8, C: A lower TSS benchmark of SO mg/I for HOW, ORW, PNA and Tr Waters applies to these more sensitive waters. • Sections B, C., The monitoring parameter Oil & Grease (O&G) has been replaced by the parameter Total Petroleum Hydrocarbons (TPH) for vehicle maintenance areas, and in some cases, other analytical monitoring requirements. • Sections B, C, D: Inability to sample due to adverse weather must be recorded in the SPPP, or in separate on -site records if your General Permit does not require an SPPP. Adverse weather is defined in the "Definitions" section of the permit. • Sections 8, C: The term "Representative Storm Event" has been replaced by "Measurable Storm Event." A measurable storm event is defined in the permit. • Section D: If the permittee fails to respond effectively to problems identified by qualitative monitoring, DWQ may require the permittee to perform corrective action. Please review Parts III and IV to understand the Standard Conditions of your new NPDES General Permit, including Compliance and Liability, Reporting, Monitoring and Records requirements; Operation and Maintenance obligations; and Definitions. Please note that all samples analyzed in accordance with the terms of this permit must be submitted to the Division on Discharge Monitoring Report (DMR) forms available an the Stormwater Permitting Unit's website above. DMR forms must be delivered to the Division no later than 30 days from the date the facility receives the sampling results from the laboratory. Also note that existing permittees do not need to submit a renewal request prior to expiration unless directed by the Division. Your coverage under the General Permit is transferable only through the specific action of DWQ. This permit does not affect the legal requirements to obtain other permits which may be required by DENR, nor does it relieve the permittee from responsibility for compliance with any other applicable federal, state, or local law, rule, standard, ordinance, order, judgment, or decree. If you have any questions regarding this permit package, please contact the Division's Stormwater Permitting Unit at (919) 807-6300. Sincerely, for Charles Wakild, P.E. cc: DWQ Central Files Stormwater Permitting Unit Files Fayetteville Regional Office -.r STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER QUALITY GENERAL PERMIT NO. NCGO60000 CERTIFICATE OF COVERAGE No. NCG060160 STORMWATER 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, Valley Proteins Inc is hereby authorized to discharge stormwater from a facility located at: Valley Protiens - Fayetteville Div 1742 Martindale Dr Fayetteville Cumberland County to receiving waters designated as CAPE FEAR RIVER, a class WS-IV;CA waterbody in the Cape Fear River Basin in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts 1,11, 111, and IV of General Permit No. NCG060000 as attached. This certificate of coverage shall become effective December 4, 2012. This Certificate of Coverage shall remain in effect for the duration of the General Permit. Signed this 4rn day of December, 2012. for Charles Wakild, P.E., Director Division of Water Quality By Authority of the Environmental Management Commission ✓:^ y,� t'�-..',.":v: - -•'i+Q4C'l'.�!;;"=`-•�••:-• .. •. .� 5p&-:'+xri - "- April 18, 2011 Mr. Paul E. Rawls Environmental Program Consultant NCDENR Division of Water Quality 225 Green St, Suite 714 Fayetteville, NC 28301-5043 SUBJECT: Complaint Investigation Dear Mr. Rawls, VALLEY-VALLEY-EI S� -Ilia. _- - DENR-FRO APR 1 9 2011 DWO This letter is in response to the inspection conducted by you at our facility on April 11, 2011 and your subsequent letter, containing your observations, recommendations and requests based on your visit. As stated in your correspondence dated April 13,2011,, all previously noted action items were addressed and the records were reviewed on site with no further action required. In response to the action item noted on April 11, 2011 "Material believed to be oil was observed in and around a partially dismantled tank near the onsite scales", please note that this tank has been removed and the surrounding area thoroughly cleaned of all debris. Picture I' We will provide you with a start date of the pump project by April 24, 2011 as requested. If you have any questions or concerns please feel free to contact me at (910) 483-1128 Sincerely, C. Reed Parks General Manager P.Q. Box 3588 Winchester. VA 22604-2586 tax:540-877-3215 W WW'Valiaylr1UW1nS.00nt OVID Creating Renewable Resources Built on Tradition re '41 y AA NCDENR North Carolina Department of Environment and Natural Division of Water Quality Beverly Eaves Perdue Coleen H. Sullins Governor Director April 13, 2011 Reed Parks, General Manager Valley Proteins, Inc. 1309 Industrial Drive Fayetteville, N.C. 28302 Resources SUBJECT: Technical Assistance and Compliance Inspection Valley Proteins (CBP Resources Incorporated -Cape Fear) NPDES Stormwater General Permit NCG060000, COC No. NCG060160 Cumberland County Dear Mr. Parks, Dee Freeman Secretary Enclosed please find a copy of the Compliance Evaluation Inspection report for the inspection and technical assistance conducted April 11, 2011. Your time as well as that of Mr. Matthew Hill, Environmental Manager and Mr. Michael Daniel, District Environmental Manager was greatly appreciated. The inspection and file review revealed that the NPDES Stormwater General Permit and associated Certificate of Coverage (COC) authorize discharge of stormwater to the Cape Fear River, Class "C" Waters in the Cape Fear River Basin. The inspection and technical assistance were in response to your request for assistance and to evaluate your overall compliance with the subject permit. Also the visit was to evaluate your response to the February 25, 2011 letter from this office. Outlined below is an evaluation of your response (received during the'inspection) and actions taken to address issues related to stormwater identified during the February 17, 2011 visit of your site. 1. Valley Protein (VP) continues to work on a stormwater outfall pump project. The. project is to address ongoing exceedences of `Benchmark Values" outlined in your permit. As discussed, you are asked to provide to this office a start and completion date of the project by April 24, 2011. This item is considered ongoing. 2.- Previous observations made of one of two offloading areas revealed what appeared to be waste that had been deposited on the gravel drive. Suggested Standard Operating Procedures (SOPS) have been developed to prevent material from leaving the offloading area(s) and entering stormwater conveyances. 225 Green St., Suite 714, Fayetteville, NC 28301-5043 Phone: 910-433-3300 4 FAX 91OA66-07071 CUStOrner Service: 1-877-623-6748 intemet: www.ncwaterquality.org An Equal Opportunity t Affirmat+ve Aclion Employer one NortllCarolina A till' -ally Mr. Parks April 13, 2011 Page 2 of 3 It is suggested that this and all other SOPs be posted in the areas or location that such procedures are used. This item is considered resolved. A pump station near the aforementioned offloading area had only a visual alarm. The suggested audible alarm has been installed and was tested during the inspection, This item is considered resolved. 4. Previously noted was a space or crack observed in the wall of the offloading area. The crack had been repaired. In addition to the wall repair a +/- four foot high metal addition to the wall is being installed to prevent splash over. This item is considered resolved. Granulated material identified as VP product was observed in an around a screw or auger in the area you called "The Bone Yard". The material has been removed. This item is considered resolved. 6. The area adjacent to what was designated as the "Wash House" was observed to have a considerable amount of waste that had been introduced onto the soil and into a stormwater conveyance. The area had been cleaned. This item is considered resolved. A cleanup of the previously noted oil spill at the rear of the "C-Mass" tank has been completed. This item is considered resolved. 8. A hole previously observed near the "C-Mass Tank that contained wastewater has been cleaned and filled. This item is considered resolved. 9. Wastewater previously observed in a stormwater conveyance near a truck scale had been removed and the leaking pumps that were reportedly the source of the waste have been repaired. This item is considered resolved. To further address the requested information outlined in the February 25, 2011 letter a detailed review of the permit, required components and records was performed with Mr. Matthew Hill, the new Environmental Manager of the site. The following and enclosed inspection report covers the results of the review. a. The Stormwater Pollution Prevention Plan (flan) called for in your Permit (that includes all components of the plan outlined in Section A of your permit.) was reviewed. This item was noted to be present and complete. Please be reminded that the Plan is a living document and should be modified as needed. Mr. Parks April 13, 201 1 Page 3 of 3 b. Records and analytical monitoring results called for in Section B of your Permit were reviewed. Records reviewed were noted to be in keeping with the permit. c. As previously noted several benchmark values have been exceeded on an ongoing basis. Records/documentation pertaining to Tier One and Tier Two actions required by your Permit was reviewed. Noted were modifications to House Keeping Practices, modifications to site stormwater routing, repairs and modifications to equipment and the planned installation of stormwater pump system. Records reviewed were noted to be in keeping with the permit. d. Records pertaining to qualitative monitoring called for in Section C of the Permit were reviewed. Records reviewed were noted to be in keeping with the permit. e. Records and analytical monitoring results called for in Section D of your permit were reviewed. Records reviewed were noted to be in keeping with the permit. As part of the inspection a facility tour was conducted with only one additional action item noted. Material believed to be oil was observed in an around a partially dismantled tank near the onsite scales. While discussing this matter it was noted that you contacted onsite staff to immediately address this matter. Please provide notification to this office when the cleanup is complete. I would like to complement Mr. Hill on his knowledge of the permit and site even though it was his first day on the job as onsite environmental manager. If you have questions or comments regarding this report or would like further technical assistance please do not hesitate to contact.me at (910) 433-3300. Sincerel c Paul E. Rawls Environmental Program Consultant Enclosure: Inspection Report PER/per cc: Matthew Hill, Valley Protein -Cape Fear Facility DWQ WBS Compliance & Permitting Unit, Niki Maher, FRO Stormwater Files, Mike Lawyer Compliance Inspection Report Permit: NCG060160 Effective: 11/01/07 Expiration: 10/31/12 Owner: Valley Proteins Inc SOC: Effective: Expiration: Facility: CBP Resources Incorporated -Cape Fear County: Cumberland 1309 Industrial Dr Region: Fayetteville Fayetteville NC 283011417 Contact Person: Reed Parks Title: Phone: 910-483-0473 Directions to Facility: System Classifications: Primary ORC: Certification: Phone: Secondary ORC(s): On -Site Representative(s): Related Permits: Inspection Date: 04111/2011 Entr ime: 12:45 PM Exit Time: 04:35 PM Primary Inspector: Paul E Rawls �,r Phone: 3V)-783=5885- Secondarylnspector(s): 9/0 933-3300 D,1,;&4AOr; Mike Lawye Phone: 910-433-3300 Exv_.� s, Reason for Inspection: Routine Inspection Type: Compliance Evaluation 33 Permit Inspection Type: Food /TobaccolSoapslCosmetics/Public Warehousing Stormwater Discharge CDC Facility Status: ■ Compliant Not Compliant Question Areas: Storm Water (See attachment summary) Page: 1 Permit: NCG060160 Owner - Facility: Val#ey Proteins Inc Inspection Date: 0411112011 inspectlon Type: Compliance Evaluation Reason for Visit: Routine Inspection Summary: The inspection and technical assistance were in response to a request by Mr, Reed Parks, General Manager for technical assistance and to evaluate overall compliance with the stormwater permit. Also the visit was to evaluate the response to the February 25, 2011 letter from Fayetteville Regional Office. Outlined below is an evaluation of the requested response (received during the inspection) and actions taken to address issues related to stormwater identified during a onsite visit conducted February 17, 2011. 1.Valley Protein (VP) continues to work on a stormwater outfall pump project, The project is to address ongoing exceedences of "Benchmark Values" outlined in your permit. As discussed, you are asked to provide to this office a start and completion date of the project by April 24, 2011. This item is considered ongoing. 2.Previous observations made of one of two offloading areas revealed what appeared to be waste that had been deposited on the gravel drive. Suggested Standard Operating Procedures (SOPS) have been developed to prevent material from leaving the offloading area(s) and entering stormwater conveyances. It is suggested that this and all other SOPs be posted in the areas or location that such procedures are used. This item is considered resolved, 3.A pump station near the aforementioned offloading area had only a visual alarm. The suggested audible alarm has been installed and was tested during the inspection. This item is considered resolved. 4.Previously noted was a space or crack observed in the wall of the offloading area. The crack had been repaired. In addition to the wall repair a +1- four foot high metal addition to the wail is being installed to prevent splash over. This item is considered resolved. 5.Granulated material identified as VP product was observed in an around a screw or auger in the area you called "The Bone Yard". The material has been removed. This item is considered resolved. 6,The area adjacent to what was designated as the "Wash House" was observed to have a considerable amount of waste that had been introduced onto the soil and into a stormwater conveyance. The area had been cleaned. This item is considered resolved. 7,A cleanup of the previously noted oil spill at the rear of the "C-Mass" tank has been completed. This item is considered resolved. 8.A hole previously observed near the "C-Mass Tank that contained wastewater has been cleaned and filled. This item is considered resolved. 9.Wastewater previously observed in a stormwater conveyance near a truck scale had been removed and the leaking pumps that were reportedly the source of the waste have been repaired. This item is considered resolved. To further address the requested information outlined in the February 25, 2011 letter a detailed review of the permit, required components and records was performed with Mr. Matthew Mill, the new Environmental Manager of the site. The following and items outlined in this inspection report cover the results of the review. . Page: 2 Permit: NCG060160 owner • Facility: Valley Proteins Inc Inspection date: 04/11/2011 Inspection Type: Compliance Evaluation Reason for Visit: Routine a.The Stormwater Pollution Prevention Plan (Plan) called for in your Permit (that includes all components of the plan outlined in Section A of your permit.) was reviewed. This item was noted to be present and complete. Please be reminded that the Plan is a living document and should be modified as needed. b.Records and analytical monitoring results called for in Section B of your Permit were reviewed. Records reviewed were noted to be in keeping with the permit. c.As previously noted several benchmark values have been exceeded on an ongoing basis. Records/documentation pertaining to Tier One and Tier Two actions required by your Permit was reviewed. Noted were modifications to House Keeping Practices, modifications to site stormwater routing, repairs and modifications to equipment and the planned installation of stormwater pump system. Records reviewed were noted to be in keeping with the permit, d.Records pertaining to qualitative monitoring called for in Section C of the Permit were reviewed. Records reviewed were noted to be in keeping with the permit, e.Records and analytical monitoring results called for in Section D of your permit were reviewed. Records reviewed were noted to be in keeping with the permit. As part of the inspection a facility tour was conducted with only one additional action item noted. Material believed to be oil was observed in an around a partially dismantled tank near the onsite scales. While discussing this matter it was noted that you contacted onsite staff to immediately address this matter. Please provide notification to this office when the cleanup is complete. If you have questions or comments regarding this report or would like further technical assistance please do not hesitate to contact Paul Rawls at (910) 433-3300. Page: 3 Permit: NCC3060160 Owner - Facility: Valley Proteins tnc Inspection Date: 04/11/2011 Inspection Type: Compliance Evaluation Reason for visit: Routine Stormwater Pollution Prevention Plan Yes No NA NE Does the site have a Stormwater Pollution Prevention Plan? ■ ❑ ❑ ❑ # Does the Plan include a General Location (USG$) map? ■ ❑ ❑ ❑ # Does the Plan include a "Narrative Description of Practices"? ■ ❑ ❑ ❑ # Does the Plan include a detailed site map including outfall locations and drainage areas? ■ ❑ ❑ ❑ # Does the Plan include a list of significant spills occurring during the past 3 years? ■ ❑ ❑ ❑ # Has the facility evaluated feasible alternatives to current practices? ■ ❑ ❑ ❑ # Does the facility provide all necessary secondary containment? ■ ❑ ❑ ❑ # Does the Plan include a BMP summary? ■ ❑ ❑ ❑ # Does the Ptan include a Spilt Prevention and Response Plan (SPRP)? ■ ❑ ❑ ❑ # Does the Plan include a Preventative Maintenance and Good Housekeeping Plan? ■ ❑ ❑ ❑ # Does the facility provide and document Employee Training? ■ ❑ ❑ ❑ # Does the Plan include a list of Responsible Party(s)? ■ ❑ ❑ ❑ # Is the Plan reviewed and updated annually? ■ ❑ ❑ ❑ # Does the Plan include a Stormwater Facility Inspection Program? ■ ❑ ❑ ❑ Has the Stormwater Pollution Prevention Plan been implemented? ■ ❑ Q Comment:. Please continue evaluation of secondary containment to include locking all discharge valves. Qualitative Monitoring Yes No NA NE Has the facility conducted its Qualitative Monitoring semi-annually? ■ ❑ ❑ ❑ Comment: Analytical Monitoring Yes No NA NE Has the facility conducted its Analytical monitoring? ■ ❑ ❑ ❑ # Has the facility conducted its Analytical monitoring from Vehicle Maintenance areas? ■ n Cl p Comment: See Summary for further comments regarding benchmark values. Permit and Outfalls Yes No NA NE # Is a copy of the Permit and the Certificate of Coverage available at the site? ■ ❑ ❑ ❑ # Were all outfalls observed during the inspection? ■ ❑ ❑ ❑ # if the facility has representative outfall status, is it properly documented by the Division? ❑ ❑ ■ ❑ # Has the facility evaluated all illicit (non stormwater) discharges? ■ ❑ ❑ ❑ Comment: A detailed review of the permit was performed during the inspection. Page: 4 LM;;J April 7, 2011 Mr. Paul E. Rawls Environmental Program Consultant NCDENR Division of Water Quality 225 Green St, Suite 714 Fayetteville, NC 28301-5043 SUBJECT: Complaint Investigation Dear Mr. Rawls, VALLEY PROTEINS, INC. 0� This letter is in response to the investigation conducted by you at our facility on February 2, 2011 and your subsequent letter containing your observations, recommendations and requests based on your visit. 1. Stormwater Outfall Pump system. This project is intended to divert stormwater from flowing to the river during the initial stages of a storm event to reduce the likelihood of surface contaminants from the site being washed into the stormwater flow from the outfall. We are awaiting construction bids on this project See attached plan. 2. Facility effluent volume. No action needed 3. Offloading area SOP. See attached SOP 4. Pump Station alarm. Audible alarm was installed and is operation. S. Offloading Area wall. The crack has been sealed. We are evaluating the sealing of the trench area as well, as a precautionary measure and are awaiting a proposal from the contractor. 6. Auger containing granulated material. Auger has been removed and the area cleaned. 7. Wash House area. This area h.as been cleaned and has been added to the wash house operators SOP to be cleaned as needed. We are also having a contactor install a new drain system.ir this area f'0. Box 3588 Whichasrer, VA 22604-2586 540-977-2590 Creating Rene\vable ReSOW-ces Built on Trtchn.011 F`ax. 540.8Tr-3215 w ww,v,i lleyln•orL:i ns.com V=UpLLEY PROTEINS, INC. S. C-Mass area. This area has been cleaned of any residue and temporary equipment removed. The area behind the C-Mass has been added to the daily walk through inspection done by the Environmental Manager. As part of the grading project we are installing an earthen berm to contain any spills in this area. 9. Hole at C-Mass. This area has been cleaned and filled. As above, this area will be observed as part of the daily walk through. 10. This area has been thoroughly cleaned and the pumps have been serviced. This area will be observed as part of the daily walk through. In addition, we have increased emphasis on stormwater compliance, including conducting critical reviews of the facility and taking actions needed to improve stormwater protection. This has included: ■ review of stormwater protection with facility management ■ assigning specific responsibilities for stormwater compliance ■ conducting site reviews and addressing specific concerns identified ■ taking additional precautionary measures such as the proposed stormwater outfall pump project, installing the alarms at pump stations, proposed sealing of the trench at the offloading area, and installing additional drains and berms to better manage stormwater. A file copy of the current Integrated Control Plan for the facility, which includes the stormwater pollution prevention plan, is provided. The signed original is retained at the facility. Also, the requested stormwater records are available for review If you have any questions or concerns please feel free to contact me at (910) 483-1128 Sincerely, Rd Pkl C. Reed Parks General Manager 11.p. Box _i5K8 ' Winchtsrrr. VA 22609-1586 540-877-2590 Creating Reftewable ResOrU'CeS Built oii Tr.,fclitioii Pax:540-85 215 www.val 1cyPL'0(Cins.c0m !r it j I VICINITY MAP Construction Plans VALLEY PROTEINS Stormwater Plan 1309 INDUSTRIAL DRIVE FAYETTEVILLE, NORTH CAROLINA Valley Proteins, Inc. 1309 Industrial Drive Fayetteville, NC 28301 910-483-0473 KLEINFELDER :ALL <8 HOLPS 3LF13R, YrO M MAT. CM11LI. OW-SALL CENTER 1-83C-632-4 9 49 —pes� C1 EM57M CONDMONS C2 870RMWATER MAN C3 DETAJLS PREUMINA �yP!��S m Nor LrA FM i 1 9:J' s 1 It RIC 1 1i5 • ' S55 51 1.4 N u "8 g !r� ill �F z a9 LD Ki— n9 ea N I=L STORM DRAINAGE PLAN p " '', +1vRECAsiwNCRErENore .���� ,Ac ,-wr+ 9 KLE/NFELDER / cy l v. rF NcoENR RECCWEr TC S A5[Ev pROif iN3 Rim�r.rc nRa 1 Ui �_ „__ u � uoa lNousrain�oar+•F nNuu�rrnr w;.nmra.. ? °��/ - - -__ _ _,.__ :IFAlETTEVILLE ru •[�u nu: . . :....___......_. ...,___. _. _.._. :..__ I NO—[ RMINA - ., 3 IWO jVjdjMDN1 64L, _ a� 4� zLL;yy till. rEE.,. 9 ` �I Y: � -',sue=� �© 1�1���1e� •ti •i ii. •Y.i{!� B! � I eitill .....� EEiE Et FL .ly :.let., .:l j,%A1.. sill lel nor m SOP for Water Removal at Drain Pad After securing trailer on drain pad open all valves from front to back Allow sufficient time for liquid to drain from trailer. Remember the liquid you do not drain off must then be processed. After liquid has been drained close all valves and check for leaks Rinse off tires and underbody of trailer Rinse pad from front to rear Remember the purpose of rinsing is to prevent cross contamination of the yard and floor Replace all hoses used in the hose caddy to prevent hose from being ran over So � t'►�'G^ U _:�._ ....:_.,. NGDENR North Carolina Department of Environment and Natural Resources Division of Water Quality rerly Eaves Perdue .Coleen H. Sullins Dee Freeman Governor Direetor Secretary February 25, 2011 Reed Parks, General Manager Valley Proteins 1309 Industrial Drive Fayetteville, N.C. 28302 SUBJECT: COMPLAINT INVESTIGATION 2/17/2011 - Valley Protein (Formerly"Caroliha By -Products) Fayetteville Facility Cumberland County Dear Mr. Parks, On February 17, 2011, in response to a citizen complaint, I conducted an onsite visit of the Valley Protein (VP) facility located on Industrial Drive Fayetteville. The Division of Air Quality referred the complaint to the Division of Water Quality the previous day. The complaint alleged that on. February 15, 2011 a boater on the Cape.Fear'River had observed a "reddish, dark, foamy discharge" from an area believed to be the VP facility. As part of the visit I met with you and Mr. Gary Slater, Environmental Manager.and- conducted a brief tour of the VP Fayetteville site. Your and Mr. Slater's time and assistance was greatly appreciated. Based on the visit and review of regional files the VP facility drains to the Cape Fear River, Class "C" waters in the Cape Fear River Basin. Also, the site is subject to provisions outlined in NPDES Stormwater General�Permit NCG060000, Certificate of Coverage No.NCG060160 (Permit). The following are observations, recommendations and conclusions based on the visit. 1. There were no visual indications that a discharge as described above was ongoing at the time -of the site visit., 225 Green St, Suite 714, Fayetteville, NC 28301-5043 One Phone: 910433.33001 FAX., 910486-0707 NOrtl]Cai'011rla li,ternet: www.ncwater uati .arauli[� An Equal Opportunity l A(rrmaNve Action EmPloyar — 50%Recycfad 1 p% Poe Consumer Paper • i Mr. Parks February 25, 2011 Page 2 of 4 2. That VP is working on a stormwater outfall pump project and that the project information will be submitted to the Division of Water Quality within sixty (60) days. This project is reportedly underway to address exceedences of benchmark values contained in the Permit. 3. Wastewater from the VP facility is discharged into the Public Works Commission of Fayetteville sanitary sewer system. Volume of discharge was noted to be +!- 0.5 MOD (+/- 500,000 gallons per day). 4. Observations made of one of two offloading areas revealed what appeared to be waste that had been deposited on the gravel drive. This deposition of material is believed to be from truck/trailer traffic coming from the offloading area without first cleaning the tires. Picture #1, attached. It is recommended that Standard Operating Procedures (SOPS) be created and followed to prevent material from leaving the offloading area(s) and entering stormwater conveyances. 5. A pump station at the aforementioned offloading area has only a visual alarm. It is suggested that an audible alarm be installed to alert VP staff if problems arise. It is also suggested that audible/visible alarms be installed at all pump stations that have the potential to release product or waste to the environment. These alarms should be tested, at a minimum, based on the manufactures recommendations. 6. A space or crack was observed in the wall of the offloading area. It is recommended that the entire structure be evaluated/inspected and all spaces or cracks be repaired immediately to prevent releases to the environment. 7. Granulated material identified as VP product was observed in an around a screw or auger in the area you called "The Bone Yard". It was suggested at the time of the visit that this material be immediately removed to prevent discharge to the environment. Picture #2, attached. 8. The area adjacent to what was designated as the "Wash House" was observed to have a considerable amount of waste that had been introduced onto the soil and into a stormwater conveyance. You were asked to immediately remove the waste material from the swale. Further, you are asked to provide a status report on the cleanup of this area as well as to provide a plan of action to prevent future discharges of waste onto the soil or into stormwater conveyances. Pictures #3-5, attached. . .,.. ... .... ..:-. :. a ... . .. I...'� .. ... ... .. .... ...... .. ... ... .. .... .Mr. Parks February 25, 2011 Page 3 of 4 At the rear of the "C-Mass" tank there was what appeared to be an oil spill. Absorbent material had been placed on top of the affected area. The material was confirmed by you as oil from temporary equipment that had been removed several days prior to the visit. If not already acted on you are asked to immediately remove the noted material. You are asked to provide a status report on the cleanup of this area as well as to provide a plan of action as to how VP will address future spills of oil and other material. Picture 06, attached. 10. A hole was observed also near the "C-Mass Tank that appeared to contain waste. The hole was confirmed by you to contain waste. Reportedly the waste had entered the hole when work was initiated on a diversion valve. If not already acted on you were asked to immediately remove the waste from the hole. Further, you are asked to provide a status report of the cleanup of this area and how VP will address future spills of this nature. Picture #7, attached. 11. Observations of a stormwater conveyance near a truck scale revealed what appeared to be wastewater. Discussions with you and further observations of the area confirmed wastewater was leaking from pumps in the area called "The Goldfish Pond". Discharges of waste in the area of The Goldfish Pond appeared to flow to the noted conveyance. If not already acted on you are asked to immediately address the leaking pumps and waste in the swale. You are asked to provide a status report on the cleanup of this area as well as to provide a plan of action as to how VP will address operation and maintenance of the facility to prevent future releases of waste. Pictures #8-10, attached. Based on the above it is questionable that Valley Protein is adequately following the terms and conditions set forth in NPDES Stormwater General Permit NCG060000, Certificate of Coverage No, NCG060I 60. In addition to the above and in order to more fully determine if Valley Protein is properly complying with your Permit I ask that you provide the following: �An up to date and complete copy of your Stormwater Pollution Prevention Plan (Plan) called for in your Permit (this includes all components of the plan outlined in Section A of your permit.) rb-. -Alf records called for in the Plan for the period January 1, 2009 to present. ,—�All records and analytical monitoring results called for in Section B of your Permit for the period January 1, 2009 to present..(this data should include all sample results obtained for samples taken from each stormwater discharge point and should include all parameters tested with chain of custody information.) Mr. Parks February 25, 2011 Page 4 of 4 d. As it is my understanding that VP has exceeded benchmark values set forth in your Permit. Please provide all records/documentation pertaining to Tier One and 'Tier Two actions required -by your Permit for the period January 1, 2009 to present. e. Please submit all records pertaining to qualitative monitoring called for in Section C of the Permit for the period January 1, 2009 to present. f. If applicable, please submit all records and analytical monitoring results call for in Section D of your permit. If deemed not applicable please explain. As noted previously it is. my understanding that VP is working on a stormwater "Pump Project". You mentioned that project information would be submitted to the Division of Water Quality within sixty (60) days. Reportedly this project is underway to address exceedences of benchmark values. Please include the information pertaining to this project in your response to this letter. In closing, you are asked to provide all requested information/Bata an or before April 24, 2011. Further, you are asked to increase efforts in spill prevention, preventative maintenance, good housekeeping, employee training and all other aspects of your Permit. If you have questions or comments regarding this matter please do not hesitate to contact me at (910) 433-3300. Sincerely, aul E. Rawls Environmental Program Consultant Attachments: Pictures 1-10 . . PER/per cc: Ken Pickle, DWQ Stormwater Permitting w/ pictures Mike Lawyer, FRO Stormwater Files w/ pictures DWQ Central Files a 4 ti Rawls, Paul From: Rawls, Paul Sent: Wednesday, March 02, 2011 12:02 PM To: Lawyer, Mike Subject: Valley Protein Project Mike I spoke with Ken Pickle today and he agreed that the VP project does NOT require an ATC. I looked over the plans you gave me and have a few quick comments 1. The pipe leading from the pump(s) appears to be PVC. The line should either be ferrous (ductile) or shielded from UV 2. The pipe leading from the pump(s) appears to terminate directly onto the existing channel. The pipe should be constructed so that flow enters the channel parallel to the bottom of the trough to prevent splashing. 3. Baffle box should be labeled as a confined space 4. Is the pump station the SW flow is going to capable of this extra flow, capacity question. 5. Due to the slope of the SW pipe ( 6"RCP) it is strongly suggested that VP install a Preformed Scour Hole at the end of the pipe in addition to rip -rap apron 6. There is no reference of the existing channel from the end of the RCP to the river. There may need to be other energy dissipaters in the channel 7. There is no reference as to how the pipe will be backfilled or if there is going to be anti -seep collars installed to keep the pipe stable. Might want to make sure the RCP is stable. There is a lot of energy with a fall like the one shown. 8. Proposed Overflow Weir appears to be at ELE 93.0, YI appears to be (after fill) ELE 94.0. If normal operation will be for the proposed sluce gate to remain closed the piping and tank will become a sediment trap causing the pump impellers to wear out prematurely. (they may want to develop a SOP for keeping the solids/sand drained from the tank. 9. One final comments, where is the monitoring point going to be? Paul E. Rawls NCDENR-DWQ Fayetteville Regional Office 910-433.3303 voice 910-486.0707 fax To report environmental emergencies such as Sanitary Sewer Overflows, Petroleum/Chemical Spills or Fish Kills before 8:00 a.m. or after 5:00 p.m. Monday - Friday, Weekends or Holidays please call 800.858.0368. KLE/NFEL DER Bright People. Right Solutions. TRANSMITTAL To: NCOENR Date:02-25-11 Attn: Mike Lawyer Reference No: 114925 225 Green Street., Suite 714 Copies to: Fayetteville, NC 28301 910-433-3329 Subject: Construction Site Plans DENR'FRO FEB 2 8 2011 DWQ We are sending the following: ® Attached ❑ Under separate cover 1 Set of 24"x36" Construction Plans Via: ❑ Messenger/Courier ❑ First Class Mail ❑ FedEx ❑ United Parcel ❑ DHL ❑ Lone Star Overnight ❑ Freight ❑ Other Transmitted: ❑ As Requested ❑ For Approval ® For Your Use ❑ For Review & Comment Remarks: . Mike, Attached are the plans for the Valley Proteins Site on Industrial Drive that we spoke about last week. These plans are for the revision to the outfall and the SW IPP will be revised to match as well. Thanks for the help. Josh x1z6 By: Josh Crum ler PE J le re k kk(d,. ca m 3500 Gateway Centre Blvd, Suite 200, Morrisville, NC 27560 ■ 919-755-5011 Office - 919-755-1414 ■ Fax C L k BELT BOULEVARD G AREA 4 CONCRETE AND EARTHEN CONTAINMENT DIKE NOTE OVERALL PLAN IS SHOWN FOR REFERENCE ONLY, LOCATIONS OF BUILDINGS AND DRIVE ARE APPROXIMATE LOCATIONS AND HAVE NOT BEEN FIELD VERIFIED. TION PLAN Z O V) 5. LW 0 Ila la la la la 0 o m C W TO O� v m w o In O lO Inp� fQ 0]I Z '.. Ja' ►� I" ti Q Z > Q¢ w'n I w��Lu < aQ��w `\J 0 _ WU `*4 w G � O x Z Nto 3 3 � O W V 3 d Z 49 J an W vi Z p W LW _Z 0 W E Q J CO w F ..� QZU- O CDZ M DESIGNED BY: JAC 50 25 0 50 DRAWN BY: JAC SCALE: 1 INCH=50 FEET CHECKED BY: MAC DATE: 01 /20/11 SCALE: 1" = 50' DRAWING =TSE Y PLANS C-1 NSTRUCTION 2 of 5 sheets NOTES: 1. SURVEY AND TOPOGRAPHIC DATA PROVIDED BY G. R. BROWN SURVEYING ON JANUARY 6, 2011. 2. FILL TO BE PLACED SHALL MEET OR EXCEED 92% COMPACTION ON THE STANDARD PROCTOR AND SHALL BE VERIFIED BY GEOTECHNICAL ENGINEER. TESTING TO BE PROVIDED BY OWNERS REPRESENTATIVE. 3. EROSION CONTROL MATTING SHALL BE NORTH AMERICAN GREEN C350 TURF REINFORCEMENT MATTING OR APPROVED EQUAL BY ENGINEER. 4. SLUICE GATE TO BE WATERMAN SERIES 3000 36"X36" SLUICE GATE 5. STORMDRAINAGE BOX TO BE MANUFACTURED PRECAST CONCRETE WITH PRECAST CONCRETE SPREAD FOUNDATION DESIGNED TO MAXIMUM SOIL BEARING PRESSURE OF 1,50OPSF (SEE GEOTECHNICAL REPORT). Elm • W O z w H- w U z O U Q U W a mimmmmm' 24LF DISSIPATOR PAD 13" CLASS B OR 1 STONE, 22" THICK 3 0 Q naj (O J r � com � lF 4 -L z, � � � X M w (n — — — — — - EXISTING MAJOR CONTOUR �i ' ' Ld Z a Q� J N W 4 X ti Z — -- — — — — EXISTING MINOR CONTOUR ` ° ¢ w i i 0 CC rn U !\ 010 0 2 J PROPOSED MAJOR CONTOUR ow", m a Z W E PROPOSED MINOR CONTOUR o cj FLARED END SECTION Y Z � N O V 3 LL DISSIPATOR PAD EX\Sj\N j i\y4'a� \ \\ pig PROPOSED 3" DIA. PVC FORCE MAIN \ I TO DISCHARGE INTO EXISTING TROUGH X 98.50 EXISTING SPOT ELEVATION \ EX YI � \ \ � PROPOSED CONTROL PANEL EROSION CONTROL MAT i \ \ FOR GRINDER PUMP STATION EXISTING RIM=93.05' � �\94.96' TOP OF WALL � PROPOSED RIM=94.00' \\ 90' BEND W > 94.83' \\ z Z EX YI TO BE RAISED TO PROPOSED RIM=94.00' \ \ \� '� O - > Df FILL AND REGRADE AREA AS NECESSARY AROUND YARD INLET TO HAVE POSITIVE DRAINAGE. FILL TO LU BE PLACED SHALL BE A MINIMUM OF 8" ABC WITH \ \ \� J o H A MINIMUM COMPACTION OF 95%. \ \ \ -� z < \ 90.73' BOTTOM OF WALL Q TOP OF TROUGH 92.84 �( \ > o z \\ co \co \ EDGE OF EXISTING \ CONCRETE PAD i \ i \ \ DESIGNED BY: JAC DRAWN BY: JAC 10 5 0 10 SCALE: 1 INCH=10 FEET CHECKED BY: MAC DATE: 01 /20/11 SCALE: 1"=10' DRAWING PRELIMINARY PLANS C_2 DO NOT USE FOR CONSTRUCTION 3 of 5 sheets d i o � f t. 3" DIA. PVC FORCE MAIN ACCESS HATCH (SEE DETAIL) jA o� ACCESS HATCH (SEE DETAI ELE. 9: ACCESS STEP ELE. 9: GUIDE RA 3" DIA. PVC FORCE MA ELE. 8: GROUT BOTTOM TO HAVE 2.0% SLOPE AS SHOWN GROUT FLOOR I I TO SLOPE I I TO PUMP I I 2.0% SLUCE GATE WITH HAND WHEEL z o� OVERFLOW WEIR 20 BAFFLE BOX PLAN MEW NO SCALE ,_, NO SCALE �,. *AUTO- K T 318 STAINLESS STEEL HOLD OPEN ARM WITH RELEASE HANDLE -IT--316 STA NL.ESS STEEL HINGES ,AND ATTA HNG HARDWARE #NON-COMOSNE PADLOCK BAR ,DOUBLE LEW CONSMUC11 ON 300 LBS. PER SO. Fr LCM RAMNG (1464 K0. PER SIB. IMR LOAI,! Row) *EXTRUDED ALUMINUM FRAME *RIMESSED LIFTING HANDLE *LIFETIME GUARMTEE PADLOCK BAR -� LIFTING HANDLE LA �6 n� z ■: L 3f _ " xxall�x*%I 2' EXISTING 24" DIA. RCP INV. IN=83.92' PROPOSED 24" DIA. RCP INV. 1N=83.12' PROPOSED 24" DIA. RCP INV. IN=83.12' A OPENINGS M) OVERALL T> 1 —1/40 (7hlM) 7HICK DIAMOND PATTERN ALUM. COVER PLATE ASTRAGAL. REPORU11MREERD A OPMINO ► SE0110N A -A ACCESS HATCH (SEE DETAIL) ELE. 95.50' ELE. 93.50' ELE. 53.85' �uu��,Halli Phone 2100 -1027 Fox y4 ,07-p2�91,3i-4634 STANDARDSIZES QTy MODELt A DIK No, 1 m) C DIM. (m) UNT Wei: (K S2R4242 42 (IW7) 42 (joj7) 93 (42) S2R4842 (1219) 41 1 JW) 99 (4a) S2R4843 48 (ills) 82RS442 54 (is74) 48 (12.is) 42 (jw) 110 tWj' 1138 ;4i) S2044aS4 (13r4 4a (121j) 112 ti4) S2P U-5 : (1372) 54 (IN4 127 ( S2M= so (im) 30 (7M 87 (30) 32M0,35 80 (1 3d (w4) 100 (4t) 92R8Z42. $ 60 (IS24) 42 (1 7) 115 (3.2) S2R8 60 (1 C) 48 (1219) 13ii (52) S2A6080 60 (1524) 8O (i1124) 1 (72) S2"'336 _....._......-._. 1 86 (197b) 3+b (914) 109{44) R6648 86 (im) 48 (i,214) 141 {64) 733S 72 (1822) 3E (914) 118 (as) S2R7242 72 (1 4) 42 (tos7) .33 43ij S2R7248 72 (1g2p)) 4,6 (1219) 131 (60 R72 722 (i ) 54 (13n) 103 (74) S21517260 72 (1d ) 8$3 (4 4) i78 (81) ),STL, & ALUM, 10SITIVE LOCKING TOLD OPEN ARM T--3 16 S.STL.. DINGS WITH TAMPER PROOF FASTENER 1� I� EXISTING TOP OF 100 CONCRETE WALL BEND 95 EXISTING CONCRETE DAD \LL EXISTING TROUGH ----� L____ 71 90 PROPOSED FORCE MAIN ACCESS STEP ---� GUIDE RAIL 85 W EXISTING 24" DIA. RCP --------------------- DISCHARGE ELBOW 80 0+00 A 003 -'I AV mi1 CABERM PUMP nnTM-TVPJI-MWAMKWMMRVATMPUMPE SECTIONUVEW SECURE FORCE MAIN TO WALL AND TOP OF WALL WITH STAINLESS STEEL STRAPS AND ANCHOR BOLTS PROFILE VIEW STAINLESS STEEL CABLE mm I PROPOSED GRINDER 0 CD 0+'I 0 SLUCE GATE WITH HAND WHEEL (WATERMAN ;SERIES 3000 36"X36" OR!APPROVED EQUAL) - PROPOSED GRADE I EXISTING GRADE PROPOSED VX4' DROP INLET AR ' I pp0SFQ f IUMP PROPOS*D438" D`TAr:-REP t i 3 � 3 , yy�� 4 i N; N 6:0 p�f�O4-r �r k, , 0+20 0+30 0+40 GRAPHIC SCALES HORIZONTAL 1 inch = 5 ft. VERTICAL cinch =5ft. Pump � - 1tPE - '1'I P1�I M s v Tom i EItls N (0' 2-M11°IL 32A-8(3FW 'JI61 OV41SOPB1) Flange with DIME ION&USCB([mch) i"Im C.W.L. :Cwi1 us 'running Water 'L*m.I L.W.L.:Lowast1lu it r Level NO- mwimmffl�mum i3i311E!l1181['�L41d9e��"!'��` fl�rrl! i3i311E!l1181['�L41d9e��"!'��` fl�rrl! d ZA -� Fg. kc 100 95 75 0+50 RIP RAP DISSIPATOR PAD W € E I I E m Z o ! f LLI I 2 a�aaaa W 9f / Z © LLI Z LU —i J � < W Q 0_ CO � U W LLI < LL 0 >� 0 z m r DESIGNED BY: JAC DRAWN BY: JAC CHECKED BY: MAC DATE: 01/20/11 SCALE: NIA DRAWING PRELIMINARY PLANS C-3 D( NOT USE FOR CONSTRUCTION 4 of 5 sheets PLAN ' SLIP RESISTANT CLEAT O O 12 ELEVATION 43 OR #4 REBAR CORROSION RESISTANT MATERIAL RUBBER, PLASTIC SECTIQN A . A 4' 5' SIDE ELEVATION M SLIP RESISIANT DETALll a NO SCALE PUMP SPECIFICATIONS:- 1. SCOPE OF SUPPLY - FURNISH AND INSTALL TSURUMI MODEL (TOS)84C41.5-CR-63 SUBMERSIBLE PUMP(S). EACH UNIT SHALL BE CAPABLE OF DELIVERING 142 GPM (0.54 M3/MIN) AT 15 FEET (4.5 M) TDH. THE PUMP(S) SHALL BE DESIGNED TO PUMP WASTE WATER, SEWAGE OR EFFLUENT CONTAINING SOLIDS WITHOUT DAMAGE DURING OPERATION. THE PUMP(S) SHALL BE DESIGNED SO THAT THE SHAFT POWER REQUIRED (BHP)/(KW) SHALL NOT EXCEED THE MOTOR RATED OUTPUT THROUGHOUT THE ENTIRE OPERATING RANGE OF THE PUMP PERFORMANCE CURVE. PUMP UNIT(S) SHALL BE DESIGNED SO THAT CAVITATION WILL NOT OCCUR AT OPEN DISCHARGE. THE PUMP DISCHARGE SIZE SHALL BE 3 INCH, (80MM). 2. MATERIALS OF CONSTRUCTION - CONSTRUCTION OF MAJOR PARTS OF THE PUMPING UNIT(S) INCLUDING PUMP CASING, IMPELLER, AND DISCHARGE ELBOW SHALL BE MANUFACTURED FROM GRAY CAST IRON, ASTM A48 CLASS 35. UNIT(S) SHALL HAVE A FIELD ADJUSTABLE AND OR REPLACEABLE, HIGH CHROME CAST IRON CUTTER PLATE. INTERNAL AND EXTERNAL SURFACES COMING INTO CONTACT WITH THE PUMPAGE SHALL BE PROTECTED BY A FUSED POLYMER COATING. ALL EXPOSED FASTENERS SHALL BE STAINLESS STEEL. ALL UNITS SHALL BE FURNISHED WITH A DISCHARGE ELBOW WITH 150 LB. (10 KG/CM2) FLAT FACE FLANGE AND NPT COMPANION FLANGE. IMPEIIERS SHALL BE OF THE SINGLE OR TWO -VANE, SEMI -OPEN, SOLIDS HANDLING DESIGN EQUIPPED WITH TUNGSTEN CARBIDE VANE TIP AND SHALL BE SLIP FIT TO THE SHAFT AND KEY DRIVEN. THE PUMP CASING SHALL INCORPORATE AN AIR RELIEF VALVE. 3. MECHANICAL SEAL - ALL UNITS SHALL BE FURNISHED WITH A DUAL INSIDE MECHANICAL SHAFT SEAL LOCATED COMPLETELY OUT OF THE PUMPAGE, RUNNING IN A SEPARATE OIL FILLED CHAMBER AND FURTHER PROTECTED BY AN EXCLUSIONARY OIL SEAL LOCATED BETWEEN THE BOTTOM SEAL FACES AND THE FLUID BEING PUMPED. UNIT 2 HP. AND ABOVE SHALL BE FITTED WITH A DEVICE THAT SHALL PROVIDE POSITIVE LUBRICATION OF TOP MECHANICAL SEAL, (DOWN TO ONE THIRD OF THE STANDARD OIL LEVEL). THE DEVICE SHALL NOT CONSUME ANY ADDITIONAL ELECTRICAL POWER. MECHANICAL SEALS SHALL RATED TO PRECLUDE THE INCURSION OF WATER UP TO 42.6 PSI. (88,4 FT.). UNITS SHALL HAVE SILICON CARBIDE MECHANICAL SEAL FACES. MECHANICAL SEAL HARDWARE SHALL BE STAINLESS STEEL. UNITS DESIGNED TD EXCEED 42.6 PSI AT SHUT OFF HEAD SHALL INCORPORATE SEAL PRESSURE RELIEF PORTS. 4. MOTOR - THE PUMP MOTOR(S) SHALL BE 2 HP, 1.5 KW, 230 V, 60 HZ, 3 PHASE AND SHALL BE NEMA MG-1, DESIGN TYPE B EQUIVALENT. MOTOR(S) SHALL BE RATED AT 3.1 FULL LOAD AMPS. MOTOR(S) SHALL HAVE A 1.15 SERVICE FACTOR AND SHALL BE RATED FOR 20 STARTS PER HOUR. MOTOR(S) SHALL BE AIR FILLED, COPPER WOUND, CLASS E, B, OR F INSULATED WITH BUILT IN THERMAL PROTECTION FOR EACH WINDING. MOTOR SHAFT SHALL BE 420 OR 403 STAINLESS STEEL AND SHALL BE SUPPORTED BY TWO PERMANENTLY LUBRICATED, HIGH TEMPERATURE BALL BEARINGS, WITH A B-10 LIFE RATING AT BEST EFFICIENCY POINT OF 60,000 HOURS. ON UNITS UP TO 10 HP. (7.5 KW), THE BOTTOM BEARING SHALL BE SINGLE ROW, DOUBLE SHIELDED, C3, DEEP GROOVE TYPE BALL BEARINGS. ON UNTS 15 HP. (11 KW) AND ABOVE, THE BOTTOM BEARING SHALL BE TWO ROW, DOUBLE SHIELDED, C3, DEEP GROOVE TYPE BALL BEARINGS. THE TOP BEARING ON ALL UNITS SHALL BE SINGLE ROW, DOUBLE SHIELDED, C3, DEEP GROOVE TYPE BALL BEARINGS. MOTOR HOUSING AND BEARING HOUSING SHALL BE GRAY CAST IRON, ASTM A48 CLASS 30. MOTORS SHALL BE D.O.L. OR STAR -DELTA START (15 HP. AND ABOVE), AND SMALL BE SUITABLE FOR ACROSS THE LINE START OR VARIABLE SPEED APPLICATIONS, UTILIZING A PROPERLY SIZED VARIABLE FREQUENCY DRIVE. S. POWER CABLE AND CABLE ENTRANCE - THE PUMP POWER CABLE SHALL BE SUITABLE FOR SUBMERSIBLE PUMP APPLICATIONS. UNIT UP TO 5 HP. SHALL BE SUPPLIED, WITH A CABLE ENTRANCE THAT INCORPORATES BUILT IN STRAIN RELIEF, A ONE PIECE, THREE WAY MECHANICAL COMPRESSION SEAL WITH A FATIGUE REDUCING CABLE BOOT. ON UNITS 7.5 HP. AND ABOVE, THE CABLE ENTRANCE SHALL INCORPORATE WILT IN STRAIN RELIEF, AND COMBINATION THREE WAY MECHANICAL COMPRESSION SEALING WITH A FATIGUE REDUCING/THERMAL EXPANSION RUBBER BOOT. THE POWER CABLE SHALL BE FIELD REPLACEABLE UTILIZING STANDARD SUBMERSIBLE PUMP CABLE THE CABLE ENTRANCE ASSBABLY ON ALL UNITS SHALL CONTAIN AN ANTI -WICKING BLOCK TO ELIMINATE WATER INCURSION INTO THE MOTOR DUE TO CAPILLARY WICKING SHOULD THE POWER CABLE BE ACCIDENTALLY DAMAGED. J LL d M 1/2' 1 B a -a 2-0- 1-11 3/4 po- 2­1 1/4' _ ` I 5{/'8''l I 7/I8' _ t� �1/21�-- -� C - 4 1/2' I- - {1' 1 o SECTION A -A • _ru T 0 I t Al id= Gr on U649 HOW 41 Matedal and Performance BGIficaflon Sheet E"�, ITV 47726 p-� AN FAX 812-M47 ... taW1Y.�tr3 m C3 0 Turf Reinforoement Mat The wvob Wrsl "md ( -TRM) *hill be B ffisdifievedutwd Mat of 100% mmutfter nOft kwpondad Into a psrnllsnent tftnw mwabruil %d relftmut mof . lbo of *0 be vwh dot buiwl om tM wilrs WO of ths moWng and oft Woad wow s supw boM d* UV obMized nW44 Wth OM x 0,60 " (12 x 1.27 *a) opening, on uft ha&y Uv Iswilzed, dwWW4 malted (cAmp4 Indio Haft vAh 0.5 x 0.5"(1,27 x 1.21 cm) cpmlngs, t,slld owed by a W hw t UV otsbilWd no" witb 030 x M Inth (1,27 x 1.27 an) qwlrqL Tt* mIddle wmg0d ntlM ti 1eboll bm prammlrettt doWy qwW *as won tIILt andm nth of the and The three ntdV shall is WAW )Wft on '1.60 hch (WoM w*n wM LIV gWbed pdNmpyW* 11hrood Io trm a pmwmtMmo- dimemalw4l turf Md=rot malting. The CM >shall Imae't i1 mmonts IWMd by the Eraslon CMml ToOmollogy Cwrdt TC) Spacftdm s d the rat e Trdapoldtn. Faclatl HVW MmkMWon`s (FHWA) &Wed SpwJkdWA for GxMkMw d Am* wd WM on Fadvol Insbi4ftn daA pMrns ohaU be oludy a ked on the turf IaiMor Tiontm&kg vAlh enviumIt by We point A11 mdA Mall be ittt9t#L l*tred with a vMW #nW oftMNav ball outer (aI na 2--5 Irrr w IS.12.5 cr� am 60 aims) as an omw Ida tr admit Mft fillrlatlal MItI t it1 % Cowuttm 0.60 0.27 k Nattin011 f d IE:, I 81 1005 w ,81 #1 Mw&gMew uv so I ff, III ""w a W�14 ' CM k ovoillable is tho lolkApw8 rdi stor WWI 61 ft (u M) Irongtil 56.6 t (164 m) Wtlghtt 10% 37lbs(18,8 kg) a M^� +III voiws Mal i EI?art DII�LM Duraft Phase 1 3,2 Ibld12 153 PS , M44 fad Pft P ¢I 4 o b'bw L49 10.0 to 4 PhM 8 Ftfi Ve . 12.0 IWF 20 Eel 104 tt11 2 +480 P6 Vale& ftm 10.5 ive 2,218f8 vowly via. fit% Slef* 1401nn till a Farm 'SODS IrB It I A3:1 3.1-2:1 - 21 z 20 fi. 0.016 O.i149 20450 ft 0 "a 0.031 0 �1 m 0.036 O FIAT Rou m ftgg- Ire , FipIN CieI Mavft'sh A 0.60 .15 m 0.041 0,50-2.0 �:l0.012 0.00-0,013 a. 10 fiom m 12 I/2' SECTI❑N B-B USE STANDARD GRATE DETAIL 1/2' PLASTER i LJ J P�1 8" MINIMUMj OVER 8' DEEP, 12' MINIMUM UP TO 6' FROM TOP OF CURB. O Q ° a a 4 °° Q 4 n ° Q c p p IU ° e o a ° Q ° 4 d e 3000 PSI CONCRETE ° Q 4 4 °< 4 d 1+-g' 3 0" • -'I 4'--4- 4' - 4' N❑TES: 1) FOR 24' RCP & LARGER USE PIPE DIAMETER PLUS 12' FOR MINIMUM INSIDE DIMENSI❑N, 2) 24" X 24' CASTING WITH 12-, 15- & 18' PIPE, 24'' X 36- CASTING USED WITH 24' PIPE OR LARGER, IF PLACED WITHIN PUBLIC R/W CASTING MUST BE TRAFFIC BEARING TYPE PER NCD❑T STANDARDS, 3) USE 4' X 4" X 8' ❑R 4" X B' X 16' S❑LID CONCRETE BLOCK, CAST IN PLACE OR PRECAST CONCRETE TO MEET N,C,D,D.T. STANDARDS ACCEPTABLE, i RIM M. 0 VIVA 1111 111A IFIX A SERIES 3000 SLUICE GATE .17 ( in w . A 6 . :4sEiltlW Mdll ...__ 8 � 'bronze 6aais (optiaral3 w T (oplil f WE SIZE NOTWI � I IS s I wtTTIG uLARai Al3NGSHOWN; 6= t S MR&S HAS BOOMt l�E Jf1Vt� LL ID a�rs.lTeraa O N$ bNEdNMt4 DCC�GHQR9T€�i" 4.432A t%tPANKTY'PBCIPTSRECUI ROON6 AND >.EA GATES, In If: Wt3T PAD MOUNTING* USED, AIM OR= W Q C] Cs] z O (_n NWN l� aaaac RMUM 0 LU N 4i1 � V) i0 ^ F3 ❑ ui -b QV) N CO 3; to �Y• Z Jm >1I z. qj z >- LW<Lu i;t O J a-)cn QU)UwI _L< em�� Z 0 D c Cq � 0 ',1- a r W VJ Q cn Z © LIJ Z LLJ ._.I J -LLQ, W Q a. W � W = W © ? . F- ck W Z LL O ¢ � Z C] M DESIGNED BY: JAC DRAWN BY: JAC CHECKED BY: MAC DATE: 01/20/11 SCALE: N/A DRAWNG PRELIMINARY PLANS G_4 DO NOT USE FOR CONSTRUCTION S of 5 sheets LTIFTA NCDENR North Carolina Department of Environment and Natural Resources ,Division of Water quality Beverly Eaves Perdue := :Coleen H. Sullins Dee Freeman Governor Director Secretary February 25, 2011 Reed Parks, General Manager Valley Proteins 1309 Industrial Drive Fayetteville, N.C. 28302 SUBJECT: COMPLAINT INVESTIGATION 2/17/2011 Valley Protein (.Formerly Carolina By -Products) Fayetteville Facility Cumberland County Dear Mr. Parks, On February 17, 2011, in response to a citizen complaint, I conducted an onsite visit. of -the Valley Protein (VP) facility located on Industrial Drive Fayetteville. The Division of Air Quality referred the complaint to the Division of Water Quality the previous day. The complaint alleged that on February 15, 2011 a boater on the Cape Fear River had observed a "reddish, dark, foamy discharge" from an area believed to be the VP facility. As part of the visit I met with you and Mr. Gary Slater, Environmental Manager and conducted a brief tour of the VP Fayetteville site. Your and Mr. Slater's time and assistance was greatly appreciated. Based on the visit and review of regional files the VP facility drains to the Cape Fear River, Class "C" waters in the Cape Fear River Basin. Also, the site is subject to provisions outlined in NPDES Stormwater General Permit NCG060000, Certificate of Coverage No.NCG060160 (Permit). The following are observations, recommendations and conclusions based on the visit. 1. There were ho visual indications that a discharge as described above was ongoing at the time of the site visit. 225 Green St, Suite 714, Fayetteville, NC 28301.5043 Phone: 910-433-3300I FAX: 910-486-0707 Internet: www,ngwaferguality.org Nne offl Ca.roiiiia AaturtillY An Equal Opportunity 1 Affirmative Action Employer- 50% Recycled 1 10% Posi Consumor Paper Mr. Parks February 25, 2011 Page 2 of 4 2. That VP is working on a stormwater outfall pump project and that the project information will be submitted to the Division of Water Quality within sixty (60) days. This project is reportedly underway to address exceedences of benchmark values contained in the Permit. 3. Wastewater from the VP facility is discharged into the Public Works Commission of Fayetteville sanitary sewer system. Volume of discharge was noted to be +/- 0.5 MGD (+/- 500,000 gallons per day). 4. Observations made of one of two offloading areas revealed what appeared to be waste that had been deposited on the gravel drive. This deposition of material is believed to be from truck/trailer traffic coming from the offloading area without first cleaning the tires. Ilicture #1, attached. It is recommended that Standard Operating Procedures (SOPS) be created and followed to prevent material from leaving the offloading area(s) and entering stormwater conveyances. A pump station at the aforementioned offloading area has only a visual alarm, It is suggested that an audible alarm be installed to alert VP staff if problems arise. It is also suggested that audible/visible alarms be installed at all pump stations that have the potential to release product or waste to the environment. These alarms should be tested, at a minimum, based on the manufactures recommendations. 6. A space or crack was observed in the wall of the offloading area. It is recommended that the entire structure be evaluated/inspected and all spaces or cracks be repaired immediately to prevent releases to the environment. 7. Granulated material identified as VP product was observed in an around a screw or auger in the area you called "The Bone Yard". It was suggested at the time of the visit that this material be immediately removed to prevent discharge to the environment. Picture #2, attached. 8. The area adjacent to what was designated as the "Wash House" was observed to have a considerable amount of waste that had been introduced onto the soil and into a stormwater conveyance. You were asked to immediately remove the waste material from the swale. Further, you are asked to provide a status report on the cleanup of this area as well as to provide a plan of action to prevent future discharges of waste onto the soil or into stormwater conveyances. Pictures #3-5, attached. ~ if Mr. Parks February 25, 2011 Page 3 of 4 9. At the rear of the "C-Mass" tank there was what appeared to be all oil spill. Absorbent material had been placed on top of the affected area. The material was confirmed by you as oil from temporary equipment that had been removed several days prior to the visit. If not already acted on you are asked to immediately remove the noted material. You are asked to provide a status report on the cleanup of this area as well as to provide a plan of action as to how VP will address future spills of oil and other material. Picture #6, attached. 10. A hole was observed also near the "C-Mass Tank that appeared to contain waste. The hole was confirmed by you to contain waste. Reportedly the waste had entered the hole when work was initiated on a diversion valve. If not already acted on you were asked to immediately remove the waste from the hole. Further, you are asked to provide a status report of the cleanup of this area and how VP will address future spills of this nature. Picture #7, attached. 11. Observations of a stormwater conveyance near a truck scale revealed what appeared to be wastewater. Discussions with you and further observations of the area confirmed wastewater was leaking from pumps in the area called "The Goldfish Pond". Discharges of waste in the area of The Goldfish Pond appeared to flow to the noted conveyance. If not already acted on you are asked to immediately address the leaking pumps and waste in the Swale. You are asked to provide a status report on the cleanup of this area as well as to provide a plan of action as to how VP will address operation and maintenance of the facility to prevent future releases of waste. Pictures #8-10, attached. Based on the above it is questionable that Valley Protein is adequately following the terms and conditions set forth in NPDES Stormwater General Permit NCG060000, Certificate of Coverage No. NCG060160. In addition to the above and in order to more fully determine if Valley Protein is properly complying with your Permit I ask that you provide the following: a. An up to date and complete copy of your Stormwater Pollution Prevention Plan (Plan) called for in your Permit (this includes all components of the plan outlined in Section A of your permit.) b. All records called for in the Plan for the period January 1, 2009 to present. c. All records and analytical monitoring results called for in Section B of your Permit for the period January 1, 2009 to present. (this data should include all sample results obtained for samples taken from each stormwater discharge point and should include all parameters tested with chain of custody information.) Mr. Parks February 25, 2011 ['age 4 of 4 d. As it is my understanding that VP has exceeded benchmark values set forth in your Permit. Please provide all records/documentation pertaining to Tier One and Tier Two actions required by your Permit for the period January 1, 2009 to present. e. Please submit all records pertaining to qualitative monitoring called for in Section C of the Permit for the period January 1, 2009 to present. f. If applicable, please submit all records and analytical monitoring results call for in Section D of your permit. If deemed not applicable please explain. As noted previously it is my understanding that VP is working on a stormwater "Pump Project". You mentioned that project information would be submitted to the Division of Water Quality within sixty (60) days. Reportedly this project is underway to address exceedences of benchmark values. Please include the information pertaining to this project in your response to this letter. In closing, you are asked to provide all requested information/data on or before April 24, 2011. Further, you are asked to increase efforts in spill prevention, preventative maintenance, good housekeeping, employee training and all other aspects of your Permit. If you have questions or comments regarding this matter please do not hesitate to contact me at (910) 433-3300. Sincerely, F� aul E. Rawls Environmental Program Consultant Attachments: Pictures 1-10 PER/per cc: Ken Pickle, DWQ Stormwater Permitting w/ pictures Mike Lawyer, FRO Stormwater Files w/ pictures DWQ Central Files Vtl r •rh a a `� ± e ,`,, s�� .r{ i rk •- n�.f. 1�yLat ,� r' k, t `• ' y ; i t x , , 1\ ati��h li l il�Y� f ���•. { ' ��ItM ..4' 1 • s I � , # T {� i 7114YJ TY .SY ? ,1• Y In I .'� ✓ � �i'. ' r l e^ ,y i � `\•( �� �, 4( �ir Y 'fh'l"j'dJ, ��r ,�' ,. i��M11 ��. N rrII�� tJ 4C F x» �it.w11 � O �?1 � `- � �+�� .� �.tv, DEL 'C9��'�S$ r•'a�. t l . "\ �� .0 � "T` � . M. •� y A{ • a .A j \�;arf:i Nh �,�,i'� � 'g�"17+ l��'c 1 � � rt > �� b�� F �� � � 1 • .�� �.}'+�fi�S � ,�` � 'sty 4 �.,c� � ; p K �y 'y�M' i ����, ' �Y� r� �SSr `,t'1, a�`�t�3� •� a � ^j 'i. 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Sullins Dee Freeman Governor Director Secretary February 25, 2011 Reed Parks, General Manager rX 1` ' Valley Proteins �'" ' �< `C/11 1309 Industrial Drive " Fayetteville, N.C. 28302 SUBJECT: COMPLAINT INVESTIGATION 2/17/2011 Valley Protein (Formerly Carolina By -Products) Fayetteville Facility Cumberland County Dear Mr. Parks, On February 17, 2011, in response to a citizen complaint, I conducted an onsite visit. of the Valley Protein (VP) facility located on Industrial Drive Fayetteville. The Division of Air Quality referred the complaint to the Division of Water Quality the previous day. The complaint alleged that on February 1.5, 2011 a boater on the Cape Fear River had observed a "reddish, dark, foamy discharge" from an area believed to be the VP facility. As part of the visit I met with you and Mr. Gary Slater, Environmental Manager and conducted a brief tour of the VP Fayetteville site. Your and Mr. Slater's time and assistance was greatly appreciated. Based on the visit and review of regional files the VP facility drains to the Cape Fear River, Class "C" waters in the Cape Fear River Basin. Also, the site is subject to provisions outlined in NPDES Stormwater General Permit NCG060000, Certificate of Coverage No.NCG060160 (Permit). The following are observations, recommendations and conclusions based on the visit. 1. There were no visual indications that a discharge as described above was ongoing at the time of the site visit. 225 Green St., Suite 714, Fayetteville, NC 28301-5043 Phone: 910.433.3300 l FAX: 910-486-0707 Internet: www.ncwaterauallty.orp One NofthCarolijia Naturally An Equal Opportunity 4 APt native Action Employer- 50% Recycled 1 10% Post Consumer Paper Mr. Parks February 25, 2011 Page 2 of 4• 2. That VP is working on a stormwater outfall pump project and that the project information will be submitted to the Division of Water Quality within sixty (60) days. This project is reportedly underway to address exceedences of benchmark values contained in the Permit. Wastewater from the VP facility is discharged into the Public Works Commission of Fayetteville sanitary sewer system. Volume of discharge was noted to be +/- 0.5 MGD (+/- 500,000 gallons per day). 4. Observations made of one of two offloading areas revealed what appeared to be waste that had been deposited on the gravel drive. This deposition of material is believed to be from truck/trailer traffic coming from the offloading area without first cleaning the tires. Picture #l, attached. It is recommended that Standard Operating Procedures (SOPs) be created and followed to prevent material from leaving the offloading area(s) and entering stormwater conveyances. A pump station at the aforementioned offloading area has only a visual alarm. It is suggested that an audible alarm be installed to alert VP staff if problems arise. it is also suggested that audible/visible alarms be installed at all pump stations that have the potential to release product or waste to the environment. These alarms should be tested, at a minimum, based on the manufactures recommendations. b. A space or crack was observed in the wall of the offloading area. It is recommended that the entire structure be evaluated/inspected and all spaces or cracks be repaired immediately to prevent releases to the environment. 7. Granulated material identified as VP product was observed in an around a screw or auger in the area you called "The Bone Yard". It was suggested at the time of the visit that this material be immediately removed to prevent discharge to the environment. Picture #2, attached. 8. The area adjacent to what was designated as the "Wash House" was observed to have a considerable amount of waste that had been introduced onto the soil and into a stormwater conveyance. You were asked to immediately remove the waste material from the swale. Further, you are asked to provide a status report on the cleanup of this area as well as to provide a plan of action to prevent future discharges of waste onto the soil or into stormwater conveyances. Pictures #3-5, attached. Mr. Parks February 25, 2011 Page 3 of 4 9. At the rear of the "C-Mass" tank there was what appeared to be an oil spill. Absorbent material had been placed on top of the affected area. The material was confirmed by you as oil from temporary equipment that had been removed several days prior to the visit. If not already acted on you are asked to immediately remove the noted material. You are asked to provide a status report on the cleanup of this area as well as to provide a plan of action as to how VP will address future spills of oil and other material. Picture #6, attached. 10. A hole was observed also near the "C-Mass Tank that appeared to contain waste. The hole was confirmed by you to contain waste. Reportedly the waste had entered the hole when work was initiated on a diversion valve. If not already acted on you were asked to immediately remove the waste from the hole. Further, you are asked to provide a status report of the cleanup of this area and how VP will address future spills of this nature. Picture #7, attached. 11. Observations of a stormwater conveyance near a truck scale revealed what appeared to be wastewater. Discussions with you and further observations of the area confirmed wastewater was leaking from pumps in the area called "The Goldfish Pond". Discharges of waste in the area of The Goldfish Pond appeared to flow to the noted conveyance. If not already acted on you are asked to immediately address the leaking pumps and waste in the swale. You are asked to provide a status report on the cleanup of this area as well as to provide a plan of action as to how VP will address operation and maintenance of the facility to prevent future releases of waste. Pictures #8-10, attached. Based on the above it is questionable that Valley Protein is adequately following the terms and conditions set forth in NPDES Stormwater General Permit NCG060000, Certificate of Coverage No. NCG060160. In addition to the above and in order to more fully determine if Valley Protein is properly complying with your Permit I ask that you provide the following: a. An up to date and complete copy of your Stormwater Pollution Prevention Plan (Plan) called for in your Permit (this includes all components of the plan outlined in Section A of your permit.) b. All records called for in the Plan for the period January 1, 2009 to present. c. All records and analytical monitoring results called for in Section B of your Permit for the period January 1, 2009 to present. (this data should include all sample results obtained for samples taken from each stormwater discharge point and should include all parameters tested with chain of custody information.) Mr. Parks February 25, 2011 Page 4 of 4 d. As it is my understanding that V1' has exceeded benchmark values set forth in your Permit. Please provide all records/documentation pertaining to Tier One and Tier Two actions required by your Permit for the period January 1, 2009 to present. e. Please submit all records pertaining to qualitative monitoring called for in Section C of the Permit for the period January 1, 2009 to present. f. If applicable, please submit all records and analytical monitoring results call for in Section D of your permit. if deemed not applicable please explain. As noted previously it is my understanding that VP is working on a stormwater "Pump Project". You mentioned that project information would be submitted to the Division of Water Quality within sixty (60) days. Reportedly this project is underway to address exceedences of benchmark values. Please include the information pertaining to this project in your response to this letter. In closing, you are asked to provide all requested information/data on or before April 24, 2011. Further, you are asked to increase efforts in spill prevention, preventative maintenance, good housekeeping, employee training and all other aspects of your Permit. If you have questions or comments regarding this matter please do not hesitate to contact me at (910) 433-3300. Sincerely, aul E. Rawls Environmental Program Consultant Attachments: Pictures 1-1.0 PER/per cc: Ken Pickle, DWQ Stormwater Permitting w/ pictures Mike Lawyer, IRO Stonnwater Files w/ pictures DWQ Central Files Fayetteville Division 1309 Industrial Drive Fayetteville, NC 28301-6323 September 30, 2006 Mr. Michael Lawyer, Environmental Technician Surface Water Protection Fayetteville Regional Office 225 Green Street, Suite 714 Fayetteville, NC 28301-5043 -44: CAROLINA BY-PRODUCTS A VALLEY PROTEINS COMPANY Subject: Compliance Evaluation Inspection Carolina By -Products, Fayetteville Division Cumberland County, NC Dear Mr. Lawyer, (910) 483-1128 FAX: (910) 213-1140 DENR-FRO SEP 0 12006 D O This will acknowledge receipt of your letter dated August 1, 2006 regarding the subject. Please let this serve as our response to you. We appreciate your guidance regarding the possible problems with outfalls 001 and 002 and your suggestion on relocating the sampling points for these. You also mentioned an additional outfall that needs to be included in our permit. We would like to request some time to evaluate these items and very likely get our consulting engineer involved as this will require permitting and amending our stormwater management plan. Our plans are to address this in a prompt manner and get back to you. We are in hopes this is acceptable to you and should there be any questions, please let me know. Sincerely, Q4 Reed Parks General Manager Cc: Tom Gibson, VPi A NCDENR North Carolina Department of Environment and Natural Resources Division of Water Quality Beverly Eaves Perdue Coleen H. Sullins Dee Freeman Governor Director Secretary February 25, 2011 Reed Parks, General Manager Valley Proteins 1309 Industrial Drive Fayetteville, N.C. 28302 SUBJECT: COMPLAINT INVESTIGATION 2/17/2011 Valley Protein (Formerly Carolina By -Products) Fayetteville Facility Cumberland County Dear Mr. Parks, On February 17, 2011, in response to a citizen complaint, I conducted an onsite visit of the Valley Protein (VP) facility located on Industrial Drive Fayetteville. The Division of Air Quality referred the complaint to the Division of Water Quality the previous day. The complaint alleged that on February 15, 2011 a boater on the Cape Fear River had observed a "reddish, dark, foamy discharge" from an area believed to be the VP facility. As part of the visit I met with you and Mr. Gary Slater, Environmental Manager and conducted a brief tour of the VP Fayetteville site. Your and Mr. Slater's time and assistance was greatly appreciated. Based on the visit and review of regional files the VP facility drains to the Cape Fear River, Class "C" waters in the Cape Fear River Basin. Also, the site is subject to provisions outlined in NPDES Stormwater General Permit NCG060000, Certificate of Coverage No.NCG060160 (Permit). The following are observations, recommendations and conclusions based on the visit. 1. There were no visual indications that a discharge as described above was ongoing at the time of the site visit. IVE HAR ill�1 225 Green St., Suite 714, Fayetteville, NC 28301.5043 One Phone: 910-433.3300 t FAX, • 910-486.0707 NR -�iirh :�' �d� OZ`�lCilT011lla Internet: www.ncwaterquality.org , )Vatumllff An Equal Opportunity 4 Affirmative Action Employer— 50%Rocydod t 10% Post Consumer Paper ��, P Mr. Parks February 25, 2011 Page 2 of 4 2. That VP is working on a stormwaidr outthlt pui-hp project and that the project information will be submitted to the Division of Water Quality within sixty (60) days. This project is reportedly underway to address exceedences of benchmark values contained in the Permit. 3. Wastewater from the VP facility is discharged into the Public Works Commission of Fayetteville sanitary sewer system. Volume of discharge was noted to be +/- 0.5 MGD (+/- 500,000 gallons per day). 4. Observations made of one of two offloading areas revealed what appeared to be waste that had been deposited on the gravel drive. This deposition of material is believed to be from truck/trailer traffic con-ung from the offloading area without first cleaning the tires. Picture #l, attached. It is recommended that Standard Operating Procedures (SOPs) be created and followed to prevent material from leaving the offloading area(s) and entering stormwater conveyances. A pump station at the aforementioned offloading area has only a visual alarm. It is suggested that an audible alarm be installed to alert VP staff if problems arise. It is also suggested that audible/visible alarms be installed at all pump stations that have the potential to release product or waste to the environment. These alanns should be tested, at a minimum, based on the manufactures recommendations. 6. A space or crack was observed in the wall of the offloading area. It is recommended that the entire structure be evaluated/inspected and all spaces or cracks be repaired immediately to prevent releases to the environment. 7. Granulated material identified as VP product was observed in an around a screw or auger in the area you called "The Bone Yard". It was suggested at the time of the visit that this material be immediately removed to prevent discharge to the environment. Picture #2, attached. 8. The area adjacent to what was designated as the "Wash House" was observed to have a considerable amount of waste that had been introduced onto the soil and into a stormwater conveyance. You were asked to immediately remove the waste material from the swale. Further, you are asked to provide a status report on the cleanup of this area as well -as to. provide a plan of, action to prevent future discharges of waste onto the soil or nto stormwater conveyances. Pictures #3-5, attached. Mr. Parks February 25, 2011 Page 3 of 4 9. At the rear of the "C-Muss" tank there was what appeared to be an oil spill. Absorbent material had been placed on top of the affected area. The material was confirmed by you as oil from temporary equipment that had been removed several days prior to the visit. If not already acted on you are asked to immediately remove the noted material. You are asked to provide a status report on the cleanup of this area as well as to provide a plan of action as to how VP will address future spills of oil and other material. Picture #6, attached. 10. A hole was observed also near the "C-Mass Tank that appeared to contain waste. The hole was confirmed by you to contain waste. Reportedly the waste had entered the hole when work was initiated on a diversion valve. If not already acted on you were asked to immediately remove the waste from the hole. further, you are asked to provide a status report of the cleanup of this area and how VP will address future spills of this nature. Picture #7, attached. 11. Observations of a stormwater conveyance near a truck scale revealed what appeared to be wastewater. Discussions with you and further observations of the area confirmed wastewater was leaking from pumps in the area called "The Goldfish Pond". Discharges of waste in the area of The Goldfish Pond appeared to flow to the noted conveyance. If not already acted on you are asked to immediately address the leaking pumps and waste in the Swale. You are asked to provide a status report on the cleanup of this area as well as to provide a plan of action as to how VP will address operation and maintenance of the facility to prevent future releases of waste. Pictures #8-10, attached. Based on the above it is questionable that Valley Protein is adequately following the terms and conditions set forth in NPDES Stormwater General Permit NCG060000, Certificate of Coverage No. NCG060160. In addition to the above and in order to more fully determine if Valley Protein is properly complying with your Permit I ask that you provide the following: a. An up to date and complete copy of your Stormwater Pollution Prevention Plan (Plan) called for in your Permit (this includes all components of the plan outlined in Section A of your permit.) b. All records called for in the Plan for the period January 1, 2009 to present. c. All records and analytical monitoring results called for in Section B of your Permit for the period January 1, 2009 to present. (this data should include all sample results obtained for samples taken from each stormwater discharge point and should include all parameters tested with chain of custody information.) Mr. Parks February 25, 2011 Page 4 of 4 d. As it is my understanding that VI' has exceeded benchmark values set forth` In _ your Permit: Please provide all records/documentation pertaining to Tier One and Tier Two actions required by your Permit for the period January 1, 2009 to present. e. Please submit all records pertaining to qualitative monitoring called for in Section C of the Permit for the period January 1., 2009 to present. f. If applicable, please submit all records and analytical monitoring results call for in Section D of your permit. If deemed not applicable please explain. As noted previously it is my understanding that VP is working on a stormwater "Pump Project". You mentioned that project information would be submitted to the Division of Water Quality within sixty (60) days. Reportedly this project is underway to address exceedences of benchmark values. Please include the information pertaining to this project in your response to this letter. In closing, you are asked to provide all requested information/data on or before April 24, 2011. Further, you are asked to increase efforts in spill prevention, preventative maintenance, good housekeeping, employee training and all other aspects of your Permit. If you have questions or comments regarding this matter please do -not hesitate to contact me at (910) 433-3300. Sincerely, ?aul E. Rawls Environmental Program Consultant Attachments: Pictures 1-10 PER/per /V C G o o /Go .51� 4 cc: Ke�e --P-icicle, DWQ Ston-awater Permitting w/ pictures /IV Z—Lawyer, FRO Stormwater Files w/ pictures DWQ Central Files � fD +" r - � i7::. tip• � z� a, v;4�s.i .�. • i � r,.� : i `' a do-. F - t Y 4t ti ''t • w f rr r 'T � w1 (g" ' ' r• r �`• f .1 ;+� ./ t�`4t �te drlfi-r��' j 1 ,�, I• Y 1 e l }. .`TyR ll ♦, �., 1q S • • 1 l., �.., �,•p� rr to ,��' Y NZI ~a ��,� � y •_ ..'+.F r;' it l � -1, •. r�s.3 e l ,� •%` F ♦ .r .fir . r .• .. '� r .. 'y. �'' �r,f fl'r rf c+ 3 � i f*•�r,r h t � �f 1 .• yt{, "' I ''Fes 1• '.•J '"', }•'f. . . _ rr� ,, •'t .i �Y c�,r q�, f� ipS.: a ,F?'1 r �. 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YN, .,.p,,. .�- ii177, ��� � ""`f�� '• 'I • t , I �� �'" y�Yf � � Y,t.' �� W`r'I� �''f4 :r� �y7t�� hl `T., ,• ��,.� ''� ' d �. � Sua..�,��'9 ",ItI��I ?�'r, 3�k n�r�� #�'•1�'J�r �E,Y � � 7' �1�� F ..v �r,++i��° - r, °�•' . j vk ( P.t'�a�.'C `< ' ::'+" , :' e. • �1. �' 2, ti ,'tea • .�'.,. • Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, P.E. Director Division of Water Quality August 1, 2006 Tom Gibson CBP Resources Incorporated -Cape Fear PO Box 3588 Winchester, VA 22604 Subject: COMPLIANCE EVALUATION INSPECTION CBP Resources Inc CBP Resources Incorporated -Cape Fear NPDES Stormwater General Permit-NCG060160 Cumberland County Dear Mr Gibson: On July 26, 2006, 1, Mike Lawyer from the Fayetteville Regional Office of the Division of Water Quality, conducted a site inspection for the CBI' Resources Incorporated -Cape Fear facility located at 1309 Industrial Drive, Cumberland County, North Carolina. Mr. Reed Parks, General Manager, and Mr. Adam Maxwell, Environmental Manager, were also present during the inspection and their time and assistance is greatly appreciated. Stormwater from the facility drains to an Unnamed Tributary to the Cape Fear River, a Class C water located in the Cape Fear River Basin. The site visit and file review revealed that the subject facility is covered by NPDES Stormwater General Permit-NCG060160. Accordingly, the following observations were noted during the Division of Water Quality inspection (please see the attached addendum for information -about your permit): 1) Stormwater Pollution Prevention Plan (SPPP) A Stormwater Pollution Prevention Plan (SPPP) has been developed, recorded, and properly implemented. es ■ No ❑ 2) Oualitative Monitoring Qualitative monitoring has been conducted and recorded in accordance with permit requirements. [Yes ■ No El 3) Analytical Monitoring Analytical monitoring has been conducted and recorded in accordance with permit requirements. es ■ No ❑ I�fe hCaralitta Aatura!!y North Carolina Division of Water Quality 225 Green Street, Suite 714 Fayetteville, NC 28301-5043 Phone (910) 433-3300 Customer Service Internet: www.ncw•atergualitY.oM Fax (910) 486-0707 1-577.623-6748 An Equal opportun4/Afhrmative Action Employer — 50. Recycledl10% Post Consumer Paper Page 2 Mr. Gibson August 1, 2006 Other Observations: Please refer to the enclosed Water Compliance Inspection Report and Industrial Stormwater Inspection Form for additional observations and comments. We request that you or your staff submit a written response to be received by this office on or before September I, 2006 concerning the observations and suggestions included in Section D of the enclosed report. Please be advised that violations of the NPDES General Permit are subject to a civil penalty assessment of up to $25,000 per day for each violation. if you or your staff has any questions, comments, or needs assistance with understanding any aspect of your permit, please do not hesitate to contact me at (910) 433-3329. Sincerely, Michael Lawyer Environmental Technician Surface Water Protection Section Enclosures (2) cc: Reed Parks, General Manager -Carolina By -Products -Fayetteville Division Adam Maxwell, Environmental Manager -Carolina By -Products -Fayetteville Division FRO -Surface Water Protection Danny Smith-NPS-Assistance & Compliance Oversight Unit Water Quality Central Niles ADDENDUM The National Pollutant Discharge Elimination System (NPDES) program was established under the federal Clean Water Act and then delegated to the Division of Water Quality for implementation in North Carolina. The NPDES permitting program for stormwater discharges was established in 1990. Phase I focuses on site and operations planning to reduce pollutant sources. Through the NPDES permitting program industrial facilities that fall into one of the subject ten categories are required to obtain permit coverage under a general permit or an individual permit, depending upon the facilities SIC code and the industrial activity occurring at the facility. There are currently 19 active general stormwater permits in North Carolina. One condition that is applicable to both the general permits and individual stormwater permits is the requirement to develop and implement site -specific comprehensive stormwater pollution prevention plans (SPPP). These plans are required to include a comprehensive evaluation of the site and operations to reduce pollutant sources and prevent pollutant discharge. Copies of the general permits and accompanying documents can be accessed from the following webpage: http://h2o.enr.state.nc.us/su/Forms—Documents.htm Permit text, technical bulletins, discharge monitoring forms, and a Notice of Intent [which is the application of for coverage under a NPDES General Stormwater Permit] can be found at this web site. The following items are a subset of permit requirements and are listed to assist you and help bring your attention to certain permitting issues, process and condition requirements of your permit. That said; please see the above -mentioned web site in order to obtain a copy of the permit such that you may fully comply with all the conditions therein. Failure to properly comply with conditions of the permit, like those bulleted,below, constitutes violations and is subject civil penalty assessment of up to $25,000 per day, per violation. • Industrial facilities that fall into one of the subject ten categories are required to obtain permit coverage under a general NPDES stormwater permit or an individual NPDES stormwater permit • All persons desiring to have facilities covered by a General Permit must register with the Division of Water Quality (DWQ) by the filing of a Notice of.lntent (NOI) and Applicable Fees. • This Notice of Intent (NOI) must.be submitted and a Certificate of Coverage issued prior to any discharge of stormwater associated with the industrial activity; process wastewater, and/or mine dewatering. • Once the Notice of Intent is received, DWQ will review and determine whether a Certificate of Coverage (COC) may be issued, if this Certificate of Coverage is issued the facility is covered by the General Permit. That is, the permittee is authorized to discharge stormwater, process wastewater, and/or mine dewatering pursuant to the type of General Permit until the permit expires or is "Modified or revoked. • Any other point source discharge to surface water of the state is prohibited unless it is an allowable non-stormwater discharge or is covered by another permit, authorization or approval. • There are currently 19 active general permits. Permit conditions vary accordingly; however, most of the permits have following condition requirements (you must read your entire permit to ensure full compliance): o Development and compliance with the Stormwater Pollution Prevention Plan o Collection, reporting, and recording of Analytical Monitoring o Collection, reporting and recording of Qualitative Monitoring o Collection, reporting and recording of Vehicle Maintenance Monitoring o Records — Visual monitoring shall be documented and records maintained at the facility along with the Stormwater Pollution Prevention Plan. Copies of the analytical monitoring results shall also be maintained on -site. The Permittee shall retain records of all monitoring information, including all calibration and maintenance records and all original strip chart recordings for continuous monitoring instrumentation, and copies of all reports required by this general permit for a period of least 5 years for the date of the sample measurement, report or application. o Expiration -- The permittee is not authorized to discharge after the expiration date of the general permit. In order to receive automatic authorization to discharge beyond the expiration date, the permittee shall submit forms and fees as are required by the agency authorized to issue permits no later than 180-days prior to expiration date. Any permittee that has not requested renewal at least 180 days prior to expiration, or any permittee that does not have a permit after the expiration and has not requested renewal at least 180 days prior to expiration, will be subject to enforcement. Failure to renew your permit is a violation. o Transfer— The Certificate of Coverage (COC) issued pursuant to this general permit is not transferable to any person expect after notice to and approval by the Director. The Director may require modification or revocation and reissuance of the Certificate of Coverage to change the name and incorporate such other requirements as may be necessary under the Clean Water Act. The Permit is NOT transferable. o Name Change, Closure or Facility Ownership change — Permittee is required to notify the Division in writing in the event the permitted facility is sold or closed. The Division of Water Quality views changes of name or ownership as a. modification that requires the Director's approval and reissuance of the permit. Name and ownership changes required you to complete a Name/ownership Change Form from the Division and mail it back to the Division of Water Quality along with all appropriate information. o Proper Operation and Maintenance is a requirement of the permit. United States Environmental Protection Agency Form Approved, EPA Washington, D.C, 204W OMB No. 2040-0057 Water Compliance Inspection Report Approval expires8.31-98 Section A: National Data System Coding (i.e., PCS) Transaction Code NPDBS yrfmo/day Inspection Type Inspector Fac Type 1 UN� 2 U 31 NCG060160 {11 12I 06/07/26 1 17 18twl 19tct 20I � u u tJ t=l I� Remarks 211 1 I j I I I l I I I I I I I _I LI 11 1 I I I I 1 I I _l_ 1 1 1 1 1_ I 1 111 11 1_11 l 1 16 Inspection Work Days Facility Self -Monitoring Evaluation Rating 81 oA ----- ----------------- ---Reserved----------------- 67I 169 70' 3 71 U 72I N I 73 � 74 751 I I I I 1 I 180 u Section B: Facility Data Name and Location of Facility Inspected (For industrial Users discharging to POTW, also include Entry Time/Date Permit Effective Data POTW name and NPDES permit Number) 10:10 AM 06/07/26 .02/09/01 CBP Resources Tncorporated-Cape Fear Exit Time/Date Permit Expiration Date 1309 Industrial Dr Fayetteville NC 28301 01:15 PM 06/07/26 07/08/31 Name(s) of Onsite Representative(s)lritles(s)/Phone and Fax Number(s) Other Facility Data Adam Maxwell/Environmental Manager/910-483-0473 / Reed Parks/General Manager/910-483-0473 /9103232260 Name, Address of Responsible Officialrritle/Phone and Fax Number Thomas A Gibson, PO Box 3598 Winchester VA Contacted 22604//540-877-2590/5408773216 No Section C: Areas Evaluated During Inspection (Check only those areas evaluated) Storm Water Section D: Summary of Findin /Comments Attach additional sheets of narrative and checklists as necessa (See attachment summary) Name(s) and Signature(s) of Inspector(s) AgencytOffice/Phone and Fax Numbers Date v� Mike Lawyer FRO w4//910-433-3300 Ext.729/ Signature of Management 0 A Reviewer Agency/Office/Phone and Fax Numbers Date EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete. Page # 1 NPDES yr/molday Inspection Type (cant 3I NCG060160 I11 12I 06/07/26 117 18 V! ^ Section D: Summmary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary) This is the facility's first compliance inspection since obtaining coverage under the NCG060000 permit in June 1994. This inspection was conducted in response to the facility's submittal of its most recent annual analytical monitoring data, which showed extremely high levels of Fecal Coliform, COD and Total Suspended Solids. A Stormwater Pollution Prevention Plan was generated for this facility by a engineering/consulting firm back in 2003. The Plan had all of the permit -required components with the exception of an annual review. The facility has been performing its analytical and qualitative monitoring at three outfalls including one from their vehicle maintenance area (outfall 003). It was determined during the compliance inspection that the sampling locations for outfalls 001 and 002, which are located within separate wooded areas and at the bottom of rather large ravines, could be contributing to the amount of solids and possibly fecal coliform and not allow for a good representation of the stormwater discharge that comes strictly from the facility's site. Alternate sampling points were suggested and an additional outfall that has not been monitored was discovered. Also, the inspection revealed that facility operations do not allow for typical storm drain inlet protection and solids from high vehicle traffic areas are being deposited at various storm drain locations, which in all likelihood is also contributing to the high TSS results. Suggestions were made to research below grate inlet protection technologies. Although analytical results from previous sampling show levels above permitted cut-off concentrations, the facility was found to be in compliance with the conditions of the general permit and hopefully suggestions made during the inspection concerning sampling locations and storm drain inlet protection may assist in achieving lowered concentrations of monitoring- parameters. Page # 2 NORTH CAROLINA DIVISION OF WATER QUALITY FAYETTEVILLE REGIONAL OFFICE INDUSTRIAL STORM WATER INSPECTION FORM Facility: Carolina By -Products -Fayetteville Facility Address: 1309 Industrial Drive Fayetteville, NC 28301-6323 County: Cumberland Certificate of Coverage #: NCG060160 Contact(s): Reed Parks -General Manager, Adam Maxwell -Environmental Manager Contact(s) Address (if different from above): Contact Phone #: 910-483-1128 Date of Inspection: 7/26/06 Inspector: Mike Lawyer 1. is a copy of the Permit and Certificate of Coverage available at the site? 2. Does the SPPP include a General Location (USGS) map? 3. Does the SPPP include a Narrative Description of Practices? 4. Does the SPPP include a detailed map including outfali locations and drainage areas? 5. Does the SPPP include a list of significant spills occurring. during the past 3 years? 6. Has the facility evaluated all illicit (non-stormwater) discharges? 7. Has the facility evaluated feasible alternatives to current practices? 8. Does the facility provide all necessary secondary containment? ). Does the SPPP include a BMP summary? 10. Does the SPPP include a Spill Prevention and Response Plan (SPRP)? 11. Does the SPPP include a Preventative Maintenance and Good Housekeeping Plan? 12. Does the facility provide and document Employee Training? 13. Does the SPPP include a list of Responsible Party(ies)? 14. Is the SPPP reviewed and updated annually? 15. Does the SPPP include a Stormwater Facility inspection Program? 16. Has the SPPP been implemented? 17. Has the facility conducted its semi-annual Qualitative Monitoring? 18. Has the facility conducted its annual Quantitative (Analytical) Monitoring? 19. Has the facility conducted its Quantitative Monitoring at all outfalls receiving runoff from Vehicle Maintenance areas (only for facilities using an average of more than 55 gallons of new motor oil per month)? X 20. Were all outfalls observed during the inspection? X 21. If the facility has Representative Qutfall Status, is it properly documented by the Division? X Comments: Facility's first inspection. Advised contacts to review/update SPPP annually. During inspection, discovered additional outfall to be monitored. *Not Evaluated [FWd,:.{rind:-"CG060160_DMR.pdf]] Subject: [Fwd: [Fwd: NCG060160—DMR.pdf ] From: Belinda Henson <Belinda,Henson rx ncmail.nct> Date: Fri, 12 May 2006 13:52:17 -0400 . To: Mike lawyer <Mike.Lawyer@ncmail.net> Mike, Please review and give me your thoughts. Thanks. Belinda S. Henson Regional Supervisor NC DENR-Division of Water Quality Surface Water Protection Section Fayetteville Regional Office (910)486-1541 Subject: [Fwd: NCG060160—DMR.pdf] From: Bradley Bennett <Bradley. Bennett@ncmai 1. net> Date: Fri, 12 May 2006 10:42:02 -0400 To: Belinda Henson <Belinda.Henson@ncmail.net> CC: Mike Lawyer <Mike.L.awyer@ncmail.net>, danny smith <Danny.Smith@email. net> Belinda 1 have attached a recent DMR (okay, its actually just their lab form but we'll call it a DMR) from this facility for your review. Some of the numbers may indicate a need for some different management practices on the site. Let us know what you think. G: ------- Original Message -------- Subject: NCG060160_DMR.pdf Date:Fri, 12 May 2006 10.34:17 -0400 From:sarah young <sarah. oun = c ncmail.net> To:Bradley Bennett <Bradley.Bennett ac ncmail.net> Sarah M. Young Administrative Assistant NCDENR Division of Water Quality Wetlands and Stormwater Branch (919) 733-5083 x 502 sarah.young@ncmail.net http://h2o.enr.state._nc.us/ I oft 6/6/2006 3:03 PM A � Fayetteville Division 1309 Industrial Drive Fayetteville, SIC 28301-6323 CAROLINA BY-PRODUCTS A VALLEY PROTEINS COMPANY May 9, 2006 (910) 483-1-128 FAX: (910) 213-1140 Bradley Bennett, Supervisor m NCDENR A I� Division of Water Quality 1617 Mail Service Center �. Raleigh, NC 27699-1617 �4 rn Re: Carolina By -Products - Fayetteville Division Permit 4NCG060160 Dear Mr. Bennett: Unclosed you will find our annual Stornmater Sampling Report in connection with our Fayetteville facility_ If you have any questions, Please do not hesitate to contact me. TAGjt/dml Enclosures cc: Maid Office Eddie Golding - Fayetteville facility Sincerely. 6?06�9�!/ Reed Parks General Manager I� � v Microbac Laboratories, Inc. Page t of I FAYETTEVILLE DIVISION 2592 HOPE MILLS ROAD STATE CER.T ID. FAYETTEVILLE, NC 28306 NC #1 I (910) 864-1920 FAX (910) 864-8774 NC #37714 R. W. SANDERS, VICE PRESIDENT USDA #3787 http://wNvw.niicrobac.cotn E-Mail: rsanders@nucrobac.com CHEMISTRY • MICROBIOLOGY • FOOD SAFETY • CONSUMER. PRODUCTS WA'rER • AIR • WASTES • FOOD • PHARMACEUTICALS - NUTRACEUTICALS CERTIFICATE OF ANALYSIS Carolina By -Products Date Reported: 1/4/2006 Mr. Adam Maxwell Date Received: 12/16/2005 1309 Industriat Drive Order Number: 0512-00289 Fayetteville, NC 28301 Invoice No.: 43285 Customer #: coo Sample Date: 12/15/2005 Pen -nit No. Sample Time: 0:00 Sampler: A. Maxwell Subject: Storm Water Samples SMP Test Method Result Date Time Tech 001 COD EPA 410.4 335.87 mg/L 1/2/2006 10:35 GWJ COUFORM, FECAL 5M18 9222D 18000 cfu/100 ml 12/16/2005 17:00 DCR OIL & GREASE EPA 413.1 7.19 fog/L 12/19/2005 10:30 CMK pH EPA 150.1 6.57 s.u. 12/16/2005 12:20 CMK SOLIDS, TOTAL SUSPENDED EPA 160.2 674.07 mg/L 12/19/2005 11:02 MAJ Ot?2 [#OQ2�'� �u,l ' . �' � ' : � i' ., ::' .. ' .. ! , ., .. .. %' �, ' COD EPA 410.4 724.66 mg/L 1/2/2006 10:35 GWJ COLIFORM, FECAL SM18 9222D TNTC du/100 ml 12/16/2005 17:00 DCR OIL & GREASE EPA 413.1 9.54 mg/L 12/19/2005 10:30 CMK pH EPA 150.1 6.38 s.u. 12/16/2005 12:20 CMK SOLIDS, TOTAL SUSPENDED EPA 160.2 835.00 mg/L 12/19/2005 11:02 MAJ OIL & GREASE EPA 413.1 pH EPA 150.1 SOLIDS, TOTAL SUSPENDED EPA 160.2 4.27 mg/L 12/19/2005 10:30 CMK 6.96 sm. 12/16/2005 12:20 CMK 200.00 mg/L 12/19/2005 11:02 MAJ R �tl- gandelzdl RESPECTFULLY SUBMITTED: WROBAC 1,.ABORATORIES,'INC. I.AB CODES: N/D = None Detected N/I' = None Found < — Less, than > = Greater than Esi. = Estimated The data and information on this, and orher accompanying documents, represent arty the sampie(s) anayzed and is rendered upon condlUon MEMBER that it iS not. to be reproduced wholly or in part for adveMising or other purpmes without approval from the laboratory. USDA-EPA-MCPSH -testing Food Sanitaba, Co nsuttung OnTniral and Mrerabiological Analyses and Research i�.M Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources August 23, 2002 TOM GIBSON CBP RESOURCES INCORPORATED -CAPE FEAR PO BOX 3589 WINCHESTER, VA 22603 Dear Permittee: Alan W. Klimek, P.E., Director _ Division of Water Quality r �. .+ r , AUG 2 9 2o02 A's r r Subject: NPDES Stormwater Permit Renewal CBP Resources Incorporated -Cape Fear COC Number NCG060160 Cumberland County In response to your renewal application for continued coverage under general permit NCG060000, the Division of Water Quality (DWQ) is forwarding herewith the reissued stormwater general permit. This permit is reissued pursuant to the requirements of North Carolina General Statute 143-215.1 and the Memorandum of Agreement between the state of North Carolina and the U.S. Environmental Protection Agency, dated December 6, 1983. The following information is included with your permit package: A new Certificate of Coverage A copy of General Stormwater Permit NCG060000 A copy of a Technical Bulletin for the general permit Your coverage under this general permit is not transferable except after notice to DWQ. The Division may require modification or revocation and reissuance of the Certificate of Coverage. This permit does not affect the legal requirements to obtain other permits which may be required by DENR or relieve the permittee from responsibility for compliance with any other applicable federal, state, or local law, rule, standard, ordinance, order, judgment, or decree. If you have any questions regarding this permit package please contact Aisha Lau of the Central Office Stormwater and General Permits Unit at (919) 733-5083, ext. 578 Sincerely, Bradley Bennett, Supervisor Stormwater and General Permits Unit cc: Central Files Stormwater & General Permits Unit Files Fayetteville Regional Office TA NCDENR N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 (919) 733.7015 Customer Service 1- B00-623-7748 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER QUALITY GENERAL PERMIT NO. NCG060000 CERTIFICATE OF COVERAGE No. NCG060160 STORMWATER DISCHARGES NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the Federal Water Pollution Control Act, as amended, CBP RESOURCES, INC is hereby authorized to discharge stormwater from a facility located at CBP RESOURCES INCORPORATED -CAPE FEAR 1309 INDUSTRIAL DR FAYETTEVILLE CUMBERLAND COUNTY to receiving waters designated as the Cape Fear River, a class C stream, in the Cape Fear River Basin in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts I, 1I, III, IV, V, and VI of General Permit No. NCG060000 as attached. This certificate of coverage shall become effective September 1, 2002, This Certificate of Coverage shall remain in effect for the duration of the General Permit. Signed this day August 23, 2002. B", . for Alan W. Klimek, P.E., Director Division of Water Quality By Authority of the Environmental Management Commission Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Deccmher 27, 2001 TOM GIBSON C13P RESOURCES INCORPORATED -CAPE FEAR PO 13OX 3589 WINCh113STER, VA 22603 Dear Permittee: Gregory J. Thorpe, Ph.D. Acting Director t ".'.�--•,` ; --•-Division of. ater Quality 2002 SubJect: NPDES Storrttwater Permit Renewal C13P RESOURCES INCORPORATED -CAPE FILAR COC Number NCG060160 Cumberland County Your facility is currently covered for stornnwater discharge under General Permit NCG060000. This permit expires on August 31, 2002, The Division staff is currently in the process of rewriting this permit and is scheduled to have the permit reissued by laic summer of 2002. Once the permit is reissued, your facility would be eligible for cnnlinucd coverage corder the reissued permit. In order to assure your continued coverage under the general permit, you must apply to the. Division of Waicr Quality (DWQ) for renewal of your permit coverage. To make this renewal process easier, we arc informing you in advance that your hermit will be expiring. Enclosed you will find a Cenerul Permit Coverage Renewal Application form. The application must he completed and rcuu-ned by March 4, 2002 in order to assure continued covenrge under the aencral permit. Failure to request renewal within this time period may result in a civil assessment of at least $250,00, Larger penalties may be assessed depending on the delinquency of the, request, Discharge of stormwatcr from your facility Without coverage under a valid slormwatcr NPDES permit would constitute a violation of NCGS 143-215.1 and could result in assessments of civil penalties of up to $10,000 per day. Please note that recent federal legislation has extended the "no exposure exclusion° to all operators of industrial facilities in any of the I I categories of "storm water discharges associated with industrial activity," (except construction activities). lfyou feel your facility can certify a condition of "no exposure:", i.e. the lacilty industrial materials and operations are not exposed to stormwatcr, you can apply for tic no exposure exclusion. For additional information contact the Central Oflice Storrnwater Staff member listed below or check the Stormwatcr & General Permits Unit Web Sitc ai http://li2o,enr.state.nc.LIslserlStor•mwater.litm] If the subject stormwatcr discharge to waters of the state has been terminated, please complete the enclosed Rescission Request Form. Mailing instructions are listed on the botuom of the form. You will be notified when the rescission process has been completed, If you have any questions regarding the permit renewal procedures please contact Ricky Revels of the Fayetteville Regional Office at q 10-486-1541 or Aisha Lau of the Central Office Stormwatcr Unit at (919) 733-5083, ext. 578 Sincerely, Bradley 13c1111ctt, Sulpervisor Stormwater and General Permits Unit cc: Central Files Fayetteville Regional Office N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 (919) 733-7015 Awn NCDENR Customer Service 1- B00-623-7748 State of North Carolina Department of Environment, Health and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Wayne McDevitt, Secretary A. Preston Howard, Jr., P.E., Director ALT!WA lia IDEHNF?L September 11, 1997 MICHAEL GROSSKOPF CBP RESOURCES, INC.-CAPE FEAR PO DRAWER 20687 GREENSBORO, NC 27420 Subject: Reissued Stormwater General Permit for Certificate of Coverage No. NCGO60160 Cumberland County Dear Permittee: In response to your renewal application for continued coverage under the subject permit, the Division of Water Quality (DWQ) is forwarding herewith the reissued stormwater general permit. This permit is reissued pursuant to the requirements of North Carolina General Statute 143-215 .1 and the Memorandum of Agreement between North Carolina and the US Environmental Protection agency dated December 6, 1983. The following information is included with your permit package: ■ A copy of the stormwater general permit. ■ A Stormwater Pollution Prevention Plan Certification Form. This form certifies that you have developed and implemented the Stormwater Pollution Prevention Plan (SPPP) required in your permit. This form must be completed and returned to the Division within 30 days of receipt of this letter. DO NOT send the SPPP with the signed form. ■ Five copies of Analytical Monitoring forms. ■ Five copies of Qualitative Monitoring forms. w A copy of a Technical Bulletin on the stormwater program with outlines program components and addresses frequently asked questions. ■ A corrected Certificate of Coverage if you indicated a name or address change on the Renewal Form returned to the Division. Your certificate of coverage is not transferable except after notice to DWQ. The Division of Water Quality may require modification or revocation and reissuance of the certificate of coverage. This permit does not affect the legal requirements to obtain other permits which may be required by DWQ or permits required by the Division of Land Resources, Division of Air Quality, Coastal Area Management Act or any other Federal or Local governmental permits that may be required. If you have any questions concerning this permit or other attached documents, please contact the Stormwater Group at telephone number (919) 733-5083 Sincerely, for A. Preston Howard, Jr., P. E. P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-5083 FAX 919-733-0719 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper State'of North Carolina Department Of Environment, Health and Natural Resources Division of Environmental Management James B. Hunt, Jr., Governor Jonathan B; Howes, Secretary A. Preston Howard, Jr., P.E., Director Mr. Michael Grosskopf CBP Resources, Inc. P.O. Drawer 20687 Greensboro, NC 27420 Dear Mr. Grosskopf: IqT W?FA 4 0 � J 1:3 F= F1 June 17, 1994 � � .fliiNt 22 1994' ENV. MANAGEMENT FAYETTEVILLE REG. OFFICE Subject: General Permit No. NCG060000 CBP Resources, Inc. COC NCG060160 Cumberland County In accordance with your application for discharge permit received on May 16, 1994, we are forwarding herewith the subject certificate of coverage to discharge under the subject state - NPDES general permit. This permit is issued pursuant to the requirements of North Carolina General Statute 143-215 .1 and the Memorandum of Agreement between North Carolina and the US Environmental Protection agency dated December 6, 1983. If any parts, measurement frequencies or sampling requirements contained in this permit are unacceptable to you, you have the right to request an individual permit by submitting an individual permit application. Unless such demand is made, this certificate of coverage shall be final and binding. Please take notice that this certificate of coverage is not transferable except after notice to the Division of Environmental Management. The Division of Environmental Management may require modification or revocation and reissuance of the certificate of coverage. This permit does not affect the legal requirements to obtain other permits which may be required by the Division of Environmental Management or permits required by the Division of Land Resources, 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 Steve Ulmer at telephone number 9191733- 5083. Sincerely, hed BY p�1gin., SiSullins Goleen H. A. Preston Howard, Jr., P. E. cc: Fayetteville Regional Office P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-5083 FAX 919-733-9919 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES DIVISION OF ENVIRONMENTAL MANAGEMENT GENERAL PERMIT NO, NCG060000 CERTWICATE OF COVERAGE NO, NCG060160 STORMWATER DISCHARGES NATIONAL POLLUTANT DISCHARGE ELIMINATION Y T M 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, CBP Resources, Inc. is hereby authorized to discharge stormwater from a facility located at Cape Fear Feed Products Co. 1309 Industrial Drive Fayetteville Cumberland County to receiving waters designated as the Cape Fear River in the Cape Fear River Basin in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts I, I1, III and IV of General Permit No. NCG060000 as attached. This Certificate of Coverage shalt become effective June 17, 1994. This Certificate of Coverage shall remain in effect for the duration of the General Permit. Signed this day June 17, 1994. Original Signed i BY Coteen H. A. Preston Howard, Jr., P.E„ Director Division of Environmentid Management By Authority of the Environmental Management Commission 3183 �sx• `�a°a' II 1\}'� 1, If 1 yr rq" '���.� . {HIS I Grnyr1l al d ?nd W / _'`'iii' r, 1�1C h,r� t Q % S s S1 � {� �'�. ..�''�.+��� 'x.1\ � -�`' :1 `� �..44` �5 c• ', `,: ••'' R 1 E E IC _ r�L _ "'`" f �� /�' I 1 �.� }`';;l•.� 4 - �„ .. � ,� 6elr;_-_ 'ate ��= li l �5, � r'11 �i--• �,, a � w�l l�� `, �1'�;,e,...'�:�, 11 py5;;5'l5'• ;ra/PO g si f" :�• �• r, if: c, �,; 87 St Valli t7 OI J tile•:'' .' r'. -��11 •�( 'l''.✓ , •�ep� '� ` VR 1•0 l� �1,• 4S t• I•i�`'' �c•=1 ,'�` .i—�1.� `.�� ;,... + .4 j�l f't�,J ! '�•r \` Iypjt / y '. •ty + i a r01 j fps Sch Ri ei i _ �� fia , i4 •,'• j L�i.,ayett 51 evjit -'14,�•—� . . 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A '• - sl �i bD `•; :.�'� i 11 \'�' it � � _ _ �, _' ' M I J, i.,: 1 �� l 4.'I' tO3 �• , ((JJ,,0 //}}1 3a` 44• \ Sand 1 �j .• ,--�? .o I ■ 8201 GREENSBORO DRIVE SUITE 800, TYSONS CORNER McLEAN, VIRGINIA 2210E-3805 TELEPHONE 1703) 734-4334 FAX: 1703) 734.4340 600 LIBBIE AVENUE SUITE EA RICHMOND, VIRGINIA 23226 TELEPHONE 1604) 697-IE00 FAX: 1804) SOB-8366 DIRECT DIAL (804) 697-1312 BY TELECOPIER AND FIRST-CLASS MAIL MAYS & VALENTINE L.L.P. it 11 EAST MAIN STREET P.O. Box 1122 RICNMOND, VIRGINIA 23218-1122 (804) 697-1200 FAx: (804) 697-1339 November 27, 1996 Public Information Officer North Carolina Department of Environment, Health and Natural Resources Division of Environmental Management Fayetteville Regional Office Wachovia Building 225 Green Street, Suite 714 Fayetteville, NC 28301-5094 Dear Sir or Madam: 2525 DOMINION TOWER 999 WATERSIDE DRIVE NORFOLK, VIRGINIA 23510.3300 TELEPHONE 1757) 627.5500 FAX: 4757) 627.5200 4425 CORPORATION LANE SUITE 420 VIRGINIA BEACH, VIRGINIA 2349E TELEPHONE 4757) a16.3200 FAX: 1757) 518-32!10 FILE NO. r,rl, "itr ,t i 71771o,,IT DEC 8 1996 ENV. MAh+ P-M' ff FAYETTEVILLE AEG, OPPIM Coe ?t A)66b�al6 0 'a h. t AAA -C 1 %) 1 f Please send one copy each of the current air pollution and water pollution control permits applicable to the rendering facility owned or operated by a firm doing business as Carolina Byproducts at or near Fayetteville, North Carolina. In addition, I would like to have any documents concerning enforcement actions taken during calendar 1996 with respect to such permits or under related regulations against this facility. Finally, I would like to have copies of the correspondence in your file for the last three months concerning this facility. If the total number of copies requested exceeds 100 sheets, please call me so I can determine whether it is necessary to reduce the scope of this request. Otherwise, please send me the copies at the address shown above and invoice me for the cost of copying. Thank you very much for your assistance. With best wishes, I remain 96/581 *357172 Of 'an, Jr.