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HomeMy WebLinkAboutSW8040215_COMPLIANCE_20120316 (2)STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW8 04 02 I s DOC TYPE ❑ CURRENT PERMIT ❑ APPROVED PLANS ❑ HISTORICAL FILE COMPLIANCE EVALUATION INSPECTION DOC DATE 2012 0 3 I b YYYYMMDD EWA NCDENR North Carolina Department of Environment and Natural Resources Beverly Eaves Governor March 16, 201 Mr. Jay Bundy, Gen al Partner Hunter & Bundy P.O. Box 11540 Goldsboro, NC 27532 Subject: NOTICE O%1N Eastern Alumim Permit No. SW8 Onslow County Dear Mr. Bundy: Division of Water Quality Charles Wakild, P. E. Director Storage Facility k215 Dee Freeman Secretary On March 9, 2012, Steve Pusey of the Wilmi 1negional Office of the Divi�on of Water Quality (DWQ) inspected Eastern Aluminum Sto Facility in Onslow County to determine the status of compliance with Stormwater Managemeermit Number SW8 040215 issued on March 3, 2004. DWQ file review and site i evealed that the site is compliant with the terms and conditions of this permit Please of the serr�pletedfsrniifted "Compliance Inspection Report" _ er. W� j �,aL�r�,-,tr .> Cc ^ ^�r \ St r a \JI c6 ` S ` ISs v�o -I't�<.R ram` Fo b-� c« ct Please be advised that you are required to comply with�he terms, conditions and limitations of �^ P your Stormwater Management Permit under Title 15A North Carolina Administrative Code 2H .1003 and North Carolina General Statute 143-214.7, including operation and maintenance of 3" your permitted stormwater system. 5 ss.i W If the project has changed its name, ownership or mailing address, a completed and signed r rn P.— Name/Ownership Change form must be submitted to DWQ at least 30 calendar days prior to J' making the changes. Please include the name, mailing address and phone number of the person or entity that is now responsible for this permit on the Name/Ownership Change form. Please be advised that violations of your Stormwater Management Permit may be subject to the assessment of civil penalties of up to $25,000 per day per violation. If you have any questions, please contact Steve Pusey at the Wilmington Regional Office, telephone number (910)-796- 7215. Sincerely, Steve G.Pusey Environmental Engineer Enc: Compliance Inspection eport GDS\sgp: S:\WQS\Sto water\Permits & Projects\2004\040215 HD\2012 cc: Karen Higgi , WBS-CPU Todd Jone , Branch Manager, Eastern Aluminum Supply City of J ksonville inspections WIRO ormwater File DWQ entral Files Wilmington Regio Office 127 Cardinal Dri £"ztension, Wilmington, North Carolina 28405 Phone: 910-796-7215 \ FAX: 910-350-2004 \ DENR Assistance: 1-877-623-6748 Internet: www.ncwateiquality.org An Equal Opportunity 1 ARrmative Action Employer Compliance Inspection Report Permit: SW8040215 Effective: 12/12/11 Expiration: 03/03/18 Owner: Hunter & Bundy Project: Eastern Aluminum Storage Facility County: Onslow, 1124 Halltown Rd Region: Wilmington Contact Person: Jay Bundy Title: General Partner Jacksonville NC 28546 Directions to Project: One half mile south along US Route 17 from the intersection of US Route 17 and SR 1410 Type of Project: State Slormwater - HD - Detention Pond Drain Areas: 1 - (Northeast Creek) (03-05-02 ) ( SC;NSW) On -Site Representative(s): Related Permits: Inspection Date: 03/0912012 EntryTime: 10:15 AM Primary Inspector: Steven G Pusey Secondary Inspector(s): Reason for Inspection: Follow-up Permit Inspection Type: State Stormwater Facility Status: ■ Compliant 0 Not Compliant Question Areas: 0 State Stormwaler (See attachment summary) Exit Time: 11:00 AM Phone: 919-751-1440 Phone: Inspection Type: Compliance Evaluation Page: 1 Permit: SW8040215 Owner -Project: Hunter &Bundy Inspection Date: 03/09/2012 Inspection Type: compliance Evaluation Reason for Visit: Follow-up Inspection Summary: We recommend the following actions be taken: 1. Area around drop inlet at outside corner of storage yard should be stabilized. Until then, erosion control protection should be added to prevent silt or gravel from entering the stormwater pond. 2. The new inlet into the pond forebay is very close to the forebay berm. Therefore, we recommend adding riprap to the berm next to the new inlet to promote flow into the forebay, thus not allowing the flow to short-circuit the forebay towards the outlet. File Review Is the permit active? Signed copy of the Engineers certification is in the file? Signed copy of the Operation & Maintenance Agreement is in the file? Copy of the recorded deed restrictions is in the file? Comment: Built Upon Area Is the site BUA constructed as per the permit and approval plans? Is the drainage area as per the permit and approved plans? Is the BUA (as permitted) graded such that the runoff drains to the system? Comment: SW Measures Are the SW measures constructed as per the approved plans? Are the inlets located per the approved plans? Are the outlet structures located per the approved plans? Comment: The new inlet into the pond forebay is very close to the forebay berm. Therefore, we recommend adding riprap to the berm next to the new inlet to promote flow into the forebay, thus not allowing the flow to short-circuit the forebay towards the outlet. • Operation and Maintenance Are the SW measures being maintained and operated as per the permit requirements? Yes No NA NE ■ ❑ ❑ ❑ ■ ❑ ❑ ❑ ■ ❑ ❑ ❑ Cl ❑ ■ ❑ Yes No NA NE ■ ❑ ❑ ❑ ■ ❑ ❑ ❑ Yes No NA NE ■❑❑❑ ■ ❑ ❑ ❑ ■ ❑ ❑ ❑ Yes No NA NE ■ ❑ ❑ ❑ Are the SW BMP inspection and maintenance records complete and available for review or provided to DWQ ❑ ❑ ❑ ■ upon request? Comment: Area around drop inlet at outside corner of storage yard should be stabilized. Until then, erosion control protection should be added to prevent silt or gravel from entering the stormwater pond. Page: 2 ■ GURLEY F:NGINEENNIG, INC. Firm License No. C-2380 P.O. Box 10806 • Goldsboro, NC 27532 ■ (919) 581-8055 phone ■ (919) 581-8045 fax ■ main@gudeyengineedng.com March 14, 2012 Mr. Steve G. Pusey Environmental Engineer Division of Water Quality NCDENR Wilmington Regional Office 127 Cardinal Drive Extension Wilmington, NC 28405 Re: Designers Certification Stormwater Project No. SW8 040215 Eastern Aluminum Storage Facility Onslow County, NC Dear Mr. Pusey, Please find enclosed the following materials for the subject property: 1. Designers Certification and Attachments If I may answer any questions regarding this submittal, please do not hesitate to contact me. 4S' avi E. y) Gudey, III, PE Enclos a cc: Jay Bundy & Bill Hunter, Eastern Aluminum r Pusey, Steven From: Trey Gurley [trey@gurleyengineedng.com] Sent: Wednesday, March 14, 2012 5:51 PM To: Pusey, Steven; 'Jay Bundy'; 'Bill Hunter' Subject: RE: Eastern Aluminum Supply Attachments: Eastern Aluminum SW8 040215 Cart 031412.pdf Steve Please find attached the Designer's Certification for the Eastern Aluminum Facility in Jacksonville. There are two attachments describing measures to be undertaken by the Owner to remain in compliance as discussed at our site inspection on Friday, March 9, 2012. It is my understanding you will be issuing a letter of compliance subsequent to you receipt of the attached certification. Mr. Bundy Please the attachments and have your landscaper complete the two items described, stabilization of the area around the drop inlet and the installation of rip rap adjacent to the new pipe in the pond. Please do not hesitate to call should you have any questions. Thanks ■ GtKLY rKINITRINc, inlc. D.E. "Trey" Gurley, III, PE Gurley Engineering, Inc. P.O. Box 10806 Goldsboro, NC 27532 (919) 581-8055 phone (919) 581-8045 fax trev(@aurlevenaineerina.com Firm License No. C-2380 From: Pusey, Steven rmailto:steven.ousev(a)ncdenr.gov] Sent: Wednesday, March 14, 2012 2:27 PM To: Trey Gurley Subject: Eastern Aluminum Supply Importance: High Trey, I am getting ready to enter the inspection report on our system. Part of the compliance is receipt of the engineer's certification. Do you have that ready to send yet? If so, please send via email and followup by sending a hard copy in the mail. CU_ J-1 -Tlm!,"Iff O;A �v i4ov,.6kl1 In The only exceptions that I can think of are 1) that they need to stabilize the gravel area next to the drop inlet inside the storage yard, and 2) that they need to add some riprap on the forebay berm next to the new inlet to prevent short- circuiting the flow to the main pond (in lieu of flow going into the forebay). I am going to issue a compliant inspection but we will be following up on these items in the future to make sure they are handled promptly. Thanks, Steve seavv . q. -P••.* Environmental Engineer NCDENR - Div. of Water Quality Surface Water Protection Ph (910) 796-7334 / Fax (910) 350-2004 QBefore printing this email, please consider your budget and the environment. E-mail correspondence to and from this address maybe subject to the North Carolina Public Records Law and maybe disclosed to third parties. =. c. c+ - [s r , V .. .__ _ 1� y '�� .. _ � _. �_ tU it 4 I �_ Y^ C� C •� (. ,'t �� r {: 441icar!// 4t4L 2 ?61- 2- IL u I ■ GURLEY INGINEERING, INC. Finn License No. C-2380 P.O. Box 10806 • Goldsboro, NC 27532 ■ (919) 581-8055 phone ■ (919) 581-8045 fax ■ main@gurleyengineedng.com November 17.2011 Mr. Steve G. Pusey Environmental Engineer Division of Water Quality NCDENR Wilmington Regional Office 127 Cardinal Drive Extension Wilmington, NC 28405 Re: Corrective Actions Notice of Inspection Stormwater Project No. SW8 040215 Eastern Aluminum Storage Facility Onslow County, NC Dear Mr. Pusey, Please find enclosed the following materials for the subject property: 1. Plan Revision Application Form (Original and one copy) 2. Site Plan (Two copies) 3. Calculations The original permit allowed for a 7,500 SF future building expansion. At this time the permitee has chosen to add 5,760 SF of stone for storage of building materials in place of the building. An area of 1,740 SF of future stone has been denoted on the plan for the balance of the original 7,500 SF of impervious surface. Stormwater from the stone surface will be directed to the forebay of the existing wet detention basin. If I may answer any questions regarding this submittal, please do not hesitate to contact me. Since s-��- David E. (Tre uriey, III, PE cc: Bill Hunter. Eastern Aluminum RECEIVED NOV 2 3 2011 BY: G MY ENGINEERING, INC. Firm License No. C-2380 P.O. Box 10805 ■ Goldsboro, NC 27532 ■ (919) 581-8055 phone ■ (919) 581-8045 fax ■ main@gudeyengineedng.com October 20, 2011 Mr. Steve G. Pusey Environmental Engineer Division of Water Quality NCDENR Wilmington Regional Office 127 Cardinal Drive Extension Wlmington, NC 28405 Re: Corrective Actions Notice of Inspection Stormwater Project No. SW8 040215 Eastern Aluminum Storage Facility Onslow, County, NC Dear Mr. Pusey, In response to your letter dated September 19, 2011 regarding the subject project and as a follow up to field meeting, the following is offered: 1. A stormwater plan revision package will be submitted to you for approval. The plan will provide a means to capture stomrwater runoff from the newly installed stone adjacent to the existing building. The runoff will be conveyed to the forebay of the existing detention pond. As we discovered in the originally approved plan, the newly installed stone is within the permit parameters as long as the runoff runs through the stormwater bmp. A plan depicting this arrangement along with a stormwater plan revision application will be submitted to you for approval within 3 weeks of this letter. If I may answer any questions regarding this submittal, please do not hesitate to contact me. Sin rel , David E. IT ley, III, PE cc: Bill Hunter, Eastern Aluminum f�A �r NCDENR North Carolina Department of Environment and Natural Resources Division of Water Quality Beverly Eaves Perdue Coleen H. Sullins Governor Director September 19, 2011 Mr, Jay Bundy, General Partner Hunter & Bundy P.O. Box 11540 Goldsboro, NC 27532 Subject: NOTICE OF INSPECTION Eastern Aluminum Storage Facility Stormwater Permit No. SW8 040215 Onslow County Dear Mr. Bundy: Dee Freeman Secretary On September 15, 2011, Steve Pusey of the Wilmington Regional Office of the Division of Water Quality (DWQ) inspected' Eastern Aluminum Storage Facility in Onslow County to determine compliance with Stormwater Management Permit Number SW8 040215 issued on March 3, 2004. DWQ file review and site inspection revealed that the site is not compliant with the terms and conditions of this permit. Please find a copy of the completed form entitled "Compliance Inspection Report" attached to this letter, which summarizes the findings of the recent inspection. As indicated in the attached inspection report, the following deficiencies must be resolved: 1. Engineer certification of the stormwater system is required. 2. New impervious area (packed gravel lot) has been constructed in the area of the plan marked "future 7500 sf addition." This area is draining off the back of the property, bypassing the pond. A permit modification with a revised plan must be submitted, showing how drainage will be collected and routed back to the forebay of the wet pond. Also, engineer calculations must be submitted, showing that the drainage piping is sized correctly to handle additional runoff. 3. Some erosion was noticed at the outer corners of the new impervious area (packed gravel lot) on the back side of the fence. These areas need to be stabilized. Please inform this Office in writing on or before October 20, 2011, of the specific actions that will be undertaken and the time frame that will be required to correct the deficiencies. Failure to provide the requested information, when required, may initiate enforcement action including the assessment of civil penalties of up to $25,000 per day. If a written plan of action is not submitted to this office by October 20, 2011 then DWQ staff will re -inspect the site and issue a Notice of Violation if the listed deficiencies have not been addressed. Wilmington Regional Office 127 Cardinal Drive Extension, Wilmington, North Carolina 28405 Phone: 910.796-72151 FAX 910-350-20041 Customer Service: 1-877-623-6748 Internet: v .nceatelquality,org NorthCw-oli na Naturally An Eaual Oonorlunih 1 Amrmalive Action Emolover Eastern Aluminum Storage Facility Onslow County Stormwater Permit No. SW8 040215 Please be reminded that if any ownership or name change has occurred it is the permittee's responsibility to notify this office in writing. If you have any questions please contact me at the Wilmington Regional Office, telephone number (910) 796-7215. Sincerely, Steve Pus �� Environmental Engineer Enclosure: Compliance Inspection Report; Designer's Certification GDS\sgp: S:\WQS\Stormwater\Permits & Projects\2004\040215 HD\2011 09 CEI_deficient 040215 cc: Karen Higgins, WBS-CPU Todd Jones, Branch Manager (Eastern Aluminum Supply) City of Jacksonville Inspections WiRO Stormwater File i DWQ Central Files Paee 2 of 4 Eastern Aluminum Storage Facility Onslow County Stormwater Permit No. SW8 040215 Designer's Certification I, , as a duly registered in the State of North Carolina, having been authorized to observe (periodically / weekly / full time) the construction of the project, (Project) for (Project Owner) hereby state that, to the best of my abilities, due care and diligence was used in the observation of the project construction such that the construction was observed to be built within substantial compliance and intent of the approved plans and specifications. Required Items to be checked for this certification to be considered complete are on page 2 of this form. Noted deviations from approved plans and specifications Signature Registration Number Date SEAL cc: NCDENR DWQ Wilmington Regional Office Pafze 3 of 4 Eastern Aluminum Storage Facility Onslow County Stormwater Permit No. SW8 040215 Certification Requirements: 1. The drainage area to the system contains approximately the permitted acreage. 2. The drainage area to the system contains no more than the permitted amount of built -upon area. 3. All the built -upon area associated with the project is graded such that the runoff drains to the system. 4. The outlet/bypass structure elevations are per the approved plan. 5. The outlet structure is located per the approved plans. 6. Trash rack is provided on the outlet/bypass structure. 7. All slopes are grassed with permanent vegetation. 8. Vegetated slopes are no steeper than 3:1. 9. The inlets are located per the approved plans and do not cause short- circuiting of the system. 10. The permitted amounts of surface area and/or volume have been provided. 11. Required drawdown devices are correctly sized per the approved plans. 12. All required design depths are provided. 13. All required parts of the system are provided, such as a vegetated shelf, and a forebay. 14. The dimensions of the system, as shown on the approved plans, are provided. Paae 4 of 4 Permit: SW8040215 County: Onslow Region: Wilmington Compliance Inspection Report Effective:03/03/04 Expiration:03/03/14 Owner: Hunter & Bundy Project: Eastern Aluminum Storage Facility 1124 Halltown Rd Jacksonville NC 28546 Contact Person: Jay Bundy Title: General Partner Phone: 919-751-1440 Directions to Project: One half mile south along US Route 17 from the intersection of US Route 17 and SR 1410 Type of Project: State Stormwater - HD - Detention Pond Drain Areas: 1 - (Northeast Creek) (03-05-02) ( SC;NSW) On -Site Representative(s): Related Permits: Inspection Date: 09/15/2011 Primary Inspector: Steven G Pusey Secondary Inspector(s): Entry Time: 01:00 PM Reason for Inspection: Follow-up Permit Inspection Type: State Stormwater Facility Status: ❑ Compliant ■ Not Compliant Question Areas: ■ State Stormwater (See attachment summary) Exit Time: 02:00 PM Phone: Inspection Type: Compliance Evaluation Page: 1 Permit: SW8040215 Owner - Project: Hunter & Bundy Inspection Date: 09/15/2011 Inspection Type: Compliance Evaluation Reason for Visit: Follow-up Inspection Summary: 1. Engineer certification needs to be submitted. 2. New impervious area (packed gravel lot) has been constructed in the area of the plan marked "future 7500 sf addition." This area is draining off the back of the property, bypassing the pond. In order to correct the situation, a permit modification with revised plan must be submitted showing how drainage will be collected and routed back to the forebay of the wet pond. Also, engineer calculations must be submitted showing that the drainage piping is sized correctly to handle the additional runoff. 3. Some erosion was noticed at the outer corners of the new impervious area (packed gravel lot) on the back side of the fence. These areas should be reseeded and stabilized as soon as possible. Page: 2 Permit: SW8040215 Inspection Date: 09/15/2011 Owner - Project: Hunter & Bundy Inspection Type: compliance Evaluation File Review Is the permit active? Signed copy of the Engineer's certification is in the file? Signed copy of the Operation & Maintenance Agreement is in the file? Copy of the recorded deed restrictions is in the file? Comment: Engineer certification needs to be submitted. Built Upon Area Is the site BUA constructed as per the permit and approval plans? Is the drainage area as per the permit and approved plans? Is the BUA (as permitted) graded such that the runoff drains to the system? Reason for Visit: Follow-up Comment: New impervious area (packed gravel lot) has been constructed in the area of the plan marked "future 7500 sf addition." This area is draining off the back of the property, bypassing the pond. In order to correct the situation, a permit modification with revised plan must be submitted showing how drainage will be collected and routed back to the forebay of the wet pond. Also, engineer calculations must be submitted showing that the drainage piping is sized correctly to handle the additional runof f. SW Measures Are the SW measures constructed as per the approved plans? Are the inlets located per the approved plans? Are the outlet structures located per the approved plans? Comment: Operation and Maintenance Are the SW measures being maintained and operated as per the permit requirements? Yes No NA NE ■ ❑ ❑ ❑ ❑ ■ ❑ ❑ ■ ❑ ❑ ❑ ❑ ❑ ® ❑ Yes No NA NE ■ ❑ ❑ ❑ ■ ❑ ❑ ❑ ❑■❑❑ Yes No NA NE ■ ❑ ❑ ❑ ■ ❑ ❑ ❑ ■ ❑ ❑ ❑ Yes No NA NE ■ ■ ■ Are the SW BMP inspection and maintenance records complete and available for review or provided to DWO ❑ ❑ ❑ E upon request? Comment: Some erosion was noticed at the outer corners of the new impervious area (packed gravel lot) on the back side of the fence. These areas should be reseeded and stabilized as soon as possible. Page:3 GURLLEY ENGINEERING, INC. P.O. Box 10806 ■ Goldsboro, NC 27532 (919) 581 8055 phone (919) 581.8045 fax ■ mainQa gurleyengineering.com June 6, 2011 Ms. Angela Hammers Environmental Specialist Division of Water Quality NCDENR Wilmington Regional Office 127 Cardinal Drive Extension Wilmington, NC 28405 Re: Notice of Inspection Stormwater Project No. SW8 040215 Eastern Aluminum Storage Facility Onslow County, NC Dear Ms. Hammers, In response to your letter dated May 3, 2011 for the subject facility, I am writing to give a course of action. 1. 1 will visit your office on June 8, 2011 for file review to gather the permit application, original plan, and calculations. 2. Also on June 8' I will make a site visit to gather information. 3. A plan will be drafted to address the issues and presented to you within 30 days of this letter. 4. Physical activities and measures required at the site will be addressed within 90 days of this letter. If I may answer any questions regarding this submittal, please do not hesitate to contact me. Sin David E. dieI6 Gurley, III, PE cc: Bill Hunter, Eastern Aluminum North Carolina Beverly Eaves Perdue Governor May 3, 2011 �r NCDENR Department of Environment and Natural Resources Division of Water Quality Coleen H. Sullins Director Mr. Jay Bundy, General Partner Hunter & Bundy P.O. Box 11540 Goldsboro, NC 27532 Subject: NOTICE OF INSPECTION Eastern Aluminum Storage Facility Stormwater Permit No. SW8 040215 Onslow County Dear Mr. Bundy: Dee Freeman Secretary On April 4, 2011, Angela Hammers of the Wilmington Regional Office of the Division of Water Quality (DWQ) inspected Eastern Aluminum Storage Facility in Onslow County to determine compliance with Stormwater Management Permit Number SW8 040215 issued on March 3, 2004. DWQ file review and site inspection revealed that the site is not compliant with the terms and conditions of this permit. Please find a copy of the completed form entitled "Compliance Inspection Report" attached to this letter, which summarizes the findings of the recent inspection. As indicated in the attached inspection report, the following deficiencies must be resolved: 1. The level spreader was not built according to the approved plan and the existing rock check dam is not functioning as designed, but is channelizing the flow 2. Operation and Maintenance is not being implemented including cattail removal to less than 50% surface area coverage, repair of erosion, and removal of sediment at the inlet pipe of the pond. For more information please see the attached inspection report. 3. A certification of the stormwater system was not found in the file. Please inform this Office in writing before June 6, 2011, of the specific actions that will be undertaken and the time frame that will be required to correct the deficiencies. Failure to provide the requested information, when required, may initiate enforcement action including the assessment of civil penalties of up to $25,000 per day. If a written plan of action is not submitted to this office by June 6, 2011 then DWQ staff will re -inspect the site and issue a Notice of Violation if the listed deficiencies have not been addressed. Please be reminded that if any ownership or name change has occurred it is the permittee's responsibility to notify this office in writing. If you have any questions please contact me at the Wilmington Regional Office, telephone number (910) 796-7215. Sincerely, Angela Hammers Environmental Specialist Enclosure: Compliance Inspection Report; Engineer Certification Form GDS\akh: SAWOS\Stormwater\Permits & Projects\2004\040215 HD\2011 05 CEI deficient 040215 cc: Todd Jones(Eastern Aluminum Supply); City of Jacksonville Inspections; WiRO Wilmington Regional Office 127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One Phone: 910-796-72151 FAX: 910-350-20041 Customer Service: 1.877-623-6748 NOPthCarOtltla Internet: wxrvumceaterquality.org Awmally An Equal Opportunity 1 Affirmative Action Employer Compliance Inspection Report Permit: SW8040215 Effective: 03/03/04 Expiration: Owner: Hunter & Bundy Project: Eastern Aluminum Storage Facility County: Onslow 1124 Halltown Rd Region: Wilmington Jacksonville NC 28546 Contact Person: Jay Bundy Title: General Partner Phone: 919-751-1440 Directions to Project: One half mile south along US Route 17 from the intersection of US Route 17 and SR 1410 Type of Project: State Stormwater - HD - Detention Pond Drain Areas: 1 - (Northeast Creek) (03-05-02 ) (SC;NSW) On -Site Representative(s): Related Permits: Inspection Date: 04/0712011 Entry Time: 10:00 AM Primary Inspector: Angela K Hammers Secondary Inspector(s): Reason for Inspection: Other Permit Inspection Type: State Slormwaler Facility Status: ❑ Compliant ■ Not Compliant Question Areas: ■ State Slormwaler (See attachment summary) Exit Time: 10:30 AM Phone: 919-796-7215 Ext.7317 Inspection Type: Compliance Evaluation Page: 1 Permit: SW8040215 Owner - Project: Hunter & Bundy Inspection Date: 04107/2011 Inspection Type: Compliance Evaluation Reason for Visit: Other Inspection Summary: The following deficiencies were noted during the inspection: 1. An engineers' certification of the stormwater system was not found in the file. 2. The approved concrete level spreader was not observed. A layer of rocks with a channelizing split in the center was observed at the start of the vegetated swale. 3. More than 50% of the surface area of the forebay was covered by cattails; a sediment pile was observed at the eastern most inlet pipe; pond slopes have eroded (possibly from close cut mowing); swale slope on west side of building also had erosion, roof drains from the east side of the building are eroding, creating holes adjacent to the swale. To bring this system into compliance, the following must be completed: 1. Submit an engineers' certification of the stormwater system. 2. Install the level spreader in the vegetated swale per the approved plan. 3. Remove cattails to cover less than 50% of the surface area. NOTE: these plants should be encouraged to grow along the vegetated shelf and forebay berm. 4. Remove sediment pile at inlet pipe. 5. Repair and re -vegetate eroded areas. 6. Repair eroded areas at the end of the drain pipes on the east side of the building. 7. Implement an O&M inspection process to identify issues and perform maintenance activities required by the Operation and Maintenance Agreement. File Review Is the permit active? Signed copy of the Engineer's certification is in the file? Signed copy of the Operation & Maintenance Agreement is in the file? Copy of the recorded deed restrictions is in the file? Comment: An engineers' certification of the stormwater system was not found in the file. SW Measures Are the SW measures constructed as per the approved plans? Are the inlets located per the approved plans? Are the outlet structures located per the approved plans? Comment: The approved concrete level spreader was not observed. A layer of rocks with a channelizing split in the center was observed at the start of the vegetated swale. Operation and Maintenance Are the SW measures being maintained and operated as per the permit requirements? Yes No NA NE ® ❑ ❑ ❑ ❑ m ❑ ❑ ®nrin nn®n Yes No NA NE n ® n n ❑ n ❑ nnn� Yes No NA NE nM❑❑ Are the SW BMP inspection and maintenance records complete and available for review or provided to DWO ❑ ❑ n upon request? Comment: More than 50% of the surface area of the forebay was covered by cattails; a sediment pile was observed at the eastern most inlet pipe; pond slopes have eroded (possibly from close cut mowing); swale slope on west side of building also had erosion; roof drains from the east side of the building are eroding, creating holes adjacent to the swale. Page: 2 STATE OF NORTH CAROLINA Department of Environment and Natural Resources WIRO Regional Office FILE ACCESS RECORD SECTION SWP DATE/TIME NAME '� y `� G F� REPRESENTING- ��p Guidelines for Access: The staff of the Regional Office is dedicated to making public records in our custody readily available to the public for review and copying. We also have the responsibility to the public to safeguard these records and to carry out our day-to-day program obligations. Please read carefully the following before signing the form. 1. Due to the large public demand for file access, we request that you call at least a day in advance to schedule an appointment for file review so you can be accommodated. Appointments are scheduled between 9:00 a.m. and 3:00 p.m. Viewing time ends at 4:45 p.m. Anyone arriving without an appointment may view the files to the extent that time and staff supervision are available. 2. You must specify files you want to review by facility name or incident number, as appropriate. The number of files that you may review at one appointment will be limited to five. 3. You may make copies of a file when the copier is not in use by the staff and if time permits. There is no charge for 25 or less copies. cost per copy after the initial 25 is 2.5 per copy. Payment is to be made by check, money order, or cash in the administrative offices. 4. Files must be kept in the order you received them. Files maynot be taken from the office. No briefcases large totes etc. are permitted in the file review area. To remove, alter, deface, mutilate, or destroy material in public files is a misdemeanor for which you can be fined up to $500.00. 5. In accordance with GS 25-3-512, a $25.00 processing fee will be charged and collected for checks on which payment has been refused. 6. The customer must present a photo ID, sign -in, and receive a visitor sticker prior to reviewing files. FACILITY NAME 2. 3. (Please # Copes:_ Amt. Pd: COUNTY 1.Wo Time In Time Out IQ 7WI-SMI V4 ,L7)ml dwXq Qftffw" 4P12NWJ1' 1-""Ml IQP*d *--)"V la" $99Q J"VA1035 qgWVor> 91 0.1. j."l Ac%XL *Wglft A39)orolS 24t%1n0 t4l Air jle r., kim