The URL can be used to link to this page

Home My WebLink AboutSW8111212_COMPLIANCE_20190911STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW DOC TYPE ❑ CURRENT PERMIT ❑ APPROVED PLANS ❑ HISTORICAL FILE COMPLIANCE EVALUATION INSPECTION DOC DATE WYYMMDD Compliance Inspection Report Permit: SW8111212 Effective:04123112 Expiration: 04/23/20 Project: Ryker Trace Section I at Carolina Plantations Owner: Carolina Plantation Development Corporation County: Onslow Actress: Ramsey Rd Region: Wilmington CitylStatelZip: Jacksonville NC 28540 Contact Person: Anthony W Sydes Title: President Phone: 910-455-6956 Directions to Project: From US 17 north, left onto Western Blvd., turn right onto Carolina Forest Blvd, at int. with Ramsey Rd, proceed across Carolina Plantation Blvd, left onto Merin Heights Rd, left on Radiant Drive project begins at powerlines. Type of Project: State Stormwater - HD - Wetlands State Stormwater - HD - Detention Pond Drain Areas: 1 - (Half Moon Creek) (03-05-02 ) ( C;NSW) 2 - (Half Moon Creek) (03-05-02 ) ( C;NSW) On -Site Representative(s): Related Permits: Inspection Date: 09/11/2019 Entry Time: 03:00PM Exit Time: 04:30PM Primary Inspector: Kelly Johnson Secondary Inspector(s): Kelly Johnson Phone: 910-796-7331 Reason for Inspection: Follow-up Inspection Type: Compliance Evaluation Permit Inspection Type: State Stormwater Facility Status: ❑ Compliant E Not Compliant Question Areas: 0 State Stormwater (See attachment summary) page: 1 Permit: SW8111212 Owner- Project: Carolina Plantation Development Corporation Inspection Date: 09l11/2019 Inspection Type Compliance Evaluation Reason for Visit: Follow-up File Review Yes No NA NE Is the permit active? ❑ ❑ ❑ Signed copy of the Engineer's certification is in the file? ❑ ❑ ❑ 0 Signed copy of the Operation & Maintenance Agreement is in the file? Copy of the recorded deed restrictions is in the file? Comment: See letter. File review to document that they didn't respond. L■>■ZET ❑ ❑❑■ page: 2 Compliance Inspection Report Permit: SW811Oro 15 Effective:10/16/12 Expiration: 08/09/21 Project: Bristol Heights and Bartlett Square at Carolina Plantations Owner: Carolina Plantation Development Corporation County: Onslow Adress: Ramsey Rd Region: Wilmington CitylState/Zip: Jacksonville NC 28540 Contact Person: Anthany W Sydes Title: President Phone: 910-455-6956 Directions to Project: From US 17 north, left onto Western Blvd., right onto Carolina Forest Blvd., left onto Merin Heights Rd., project begins at stream crossing on Arabella Dr I alternate entrance is from Sonoma Rd., in Regal Hill. Type of Project: State Stormwater- HD - Detention Pond Drain Areas: 1 - On -Site Representative(s): Related Permits: Inspection Date: 0411012019 Entry Time: 10:25AM Primary Inspector: Holley A Snider Secondary Inspector(s): Kelly Johnson Reason for Inspection: Other Permit Inspection Type: State Stormwater Facility Status: ❑ Compliant ❑ Not Compliant Question Areas: E State Stormwater (See attachment summary) Exit Time: 02:40PM Phone: 919-796-7315 Inspection Type: Transfer Renewal page: 1 Permit SVV8110615 owner- Project: Carolina Plantation Development Corporation Inspection Date: 04/10/2019 Inspection Type Transfer Renewal Reason for Visit: Other File Review Yes No NA NE Is the permit active? a ❑ ❑ ❑ Signed copy of the Engineer's certification is in the file? ❑ N ❑ ❑ Signed copy of the Operation & Maintenance Agreement is in the file? E ❑ ❑ ❑ Copy of the recorded deed restrictions is in the file? Comment: Bartlett Square certification needed. 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: Bristol Heiqhts Sect. I : the built upon area appears to be consistent with the approved plan. Bartlett Square: the built upon area appears to be consistent with the approved plan. 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? ■❑❑❑ Yes No NA NE ■ ❑❑❑ 0 ❑❑❑ Yes No NA NE ❑ E ❑ ❑ ❑ ■❑❑ E ❑ ❑ ❑ Comment: Bristol Heiahts Sect I : three (3) additonal catch basins have been installed near Lot 406/510 not shown on the approved plan. (digital files emailed by the Engineer on 4/15/2019 show the additional catch basins and i es) Swales at the rear of the lots have not been installed or require slope maintenance. Rip rap apron at the outlet structure of the pond was not visible. Bartlett Square: stormwater structures are located per the approved plan. Operation and Maintenance Yes No NA HE Are the SW measures being maintained and operated as per the permit requirements? ❑ E ❑ ❑ Are the SW BMP inspection and maintenance records complete and available for review or provided to ❑ ❑ ❑ DWQ upon request? Comment: Bristol Heights Sect I: repair slopes of swales at the rear of the Lots. Reinstall rip rap apron at outlet pipe and repair erosion at outlet pipe. Bartlett Square: measures appear to be maintained. Other Permit Conditions Yes No NA NE Is the site compliant with other conditions of the permit? ❑ 110 E Comment: Other WQ Issues Yes No NA NE Is the site compliant with other water quality issues as noted during the inspection? ❑ ❑ ❑ ❑ Comment: page: 2 perTntt SWO110615 Owner - Project Carolina Plantation Development Corporation Inspection Date: 0411012019 Inspection Type Transfer Renewal Reason for Visit: Other page: 3 Compliance Inspection Report Permit: SW8120710 Effective:12103114 Expiration: 09/20/20 Project: Ryker Trace Section II at Carolina Plantations Owner: Carolina Plantation Development Corporation County: Onslow Adress: Ramsey Rd Region: Wilmington City/State/Zip: Jacksonville NC 28540 Contact Person: Anthony W Sydes Title: President Phone: 910-455-6958 Directions to Project: From US 17 north, go left onto Wstern Blvd., right onto Carolina Forest Blvd at intersection with Ramsey Rd., proceed across Carolina Plantations Blvd left on Merin His Rd left on Radiance left on Cavalier site begins past Section 1. Type of Project: State Stormwater - HD - Detention Pond Drain Areas: 1 - (Half Moon Creek) (03-05-02) { C;NSW) On -Site Representative(s): Related Permits: Inspection Date: 04/10/2019 Entry Time: 10:25AM Exit Time: 02:40PM Primary Inspector: Holley A Snider Secondary Inspector(s): Kelly Johnson Phone: 919-796-7315 Reason for Inspection: Other inspection Type: Transfer Renewal Permit Inspection Type: State Stormwater Facility Status: ❑ Compliant ❑ Not Compliant Question Areas: State Stormwater (See attachment summary) page: 1 Permit SW8120710 Owner - Project: Carolina Plantation Development Corporation Inspection Date: 0411012019 Inspection Type Transfer Renewal Reason for Visit Other File Review Yes No NA NE 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? 0 ❑ ❑ ❑ Copy of the recorded deed restrictions is in the file? ❑ i ❑ ❑ Comment: Deed restrictions needed. Built Upon Area Yes No NA NE Is the site BUA constructed as per the permit and approval plans? ❑ ❑ ❑ Is the drainage area as per the permit and approved plans? Q ❑ ❑ ❑ Is the BUA (as permitted) graded such that the runoff drains to the system? M ❑ ❑ ❑ Comment: The built upon area appears to be consistent with the approved plan. SW Measures Yes No NA N£ Are the SW measures constructed as per the approved plans? ❑ M ❑ ❑ Are the inlets located per the approved plans? ❑ M ❑ ❑ Are the outlet structures located per the approved plans? ❑ M ❑ ❑ Comment: The rip rap apron and traneziodal swale at the outlet of the stormwater pond is absent or requires maintenance. The eastern inlet pipe is not visible and the slopes near the pipe location have failed. Operation and Maintenance Yes No NA N£ Are the SW measures being maintained and operated as per the permit requirements? ❑ 0 ❑ ❑ Are the SW BMP inspection and maintenance records complete and available for review or provided to ❑ M ❑ ❑ DWQ upon request? Comment: The rip rap apron and trapeziodal swale at the outlet pipe of the stormwater pond require maintenance. Repair slopes to provide an outlet for the eastern inlet tripe of the stormwater pond. Other Permit Conditions Yes No NA HE Is the site compliant with other conditions of the permit? ❑ ❑ ❑ Comment: Other WQ Issues Yes No NA NE Is the site compliant with other water quality issues as noted during the inspection? ❑ ❑ ❑ Comment: page: 2 Compliance Inspection Report Permit: SW8100714 Effective- 02/05/15 Expiration: 12/31/21 Project: Great Neck Section II Regal Hill and Tinley Estates at Carolina Plantations Owner: Carolina Plantation Development Corporation County: Onslow Adress: Ramsey Rd Region: Wilmington Contact Person: Anthony W Sydes City/StatelZip: Jacksonville NC 28540 Title: President Phone: 910-455-6956 Directions to Project: From US17 north, turn left onto Western Blvd, right onto Carolina Forest, proceed across Carolina Plantations Blvd., right onto Sonoma Rd. Site begins at stream crossing. Type of Project: State Stormwater - HD - Wetlands State Stormwater - HD - Detention Pond Drain Areas: 1 - (Half Moon Creek) (03-05-02) { C;NSW) 2 - (Half Moon Creek) (03-05-02) { G;NSW) 3 - (Half Moon Creek) (03-05-02) { C;NSW) On -Site Representative(s): Related Permits: SW8100510 Carolina Plantation Development Corporation - Great Neck Section I Crown Party Inspection Date: 04110/2019 Entry Time: 10:25AM Exit Time: 02:40PM Primary Inspector: Holley A Snider Secondary Inspector(s): Kelly Johnson Reason for Inspection: Other Permit Inspection Type: State Stormwater Facility Status: ❑ Compliant ❑ Not Compliant Question Areas: ■ State Stormwater (See attachment summary) Phone: 919-796-7315 Inspection Type: Transfer Renewal page: 1 Permit. SW8100714 Owner- Project: Carolina Plantation Development Corporation Inspection Rate: 0411012019 Inspection Type Transfer Renewal Reason for Visit: Other 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: Heed restrictions needed. Final certifications needed. 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: Great Neck Section II : The built upon area appears to be consistent with the anoroved plan. Regal Hill The built upon area appears to be consistent with the approved plan. Tinley Estates: The built upon area appears to be consistent with the approved plan. 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: Great Neck Section II : additional catch basins and pipes have been installed not shown on the Yes No NA NE ❑ ❑ ❑ ❑ ■❑❑ Yes No NA NE M ❑ ❑ ❑ s❑❑❑ ■ ❑❑❑ Yes No NA NE ❑ ■❑❑ ❑ ■❑❑ ❑ ❑ ❑ approved 121an. (digital files emailed by the Engineer on 4/15/2019 show the additional catch basins and pipes). Regal Hill: the stormwater measures appear to be constructed in accordance with the approved plans. Tinley Estates: the stormwater measures appear to be constructed in accordance with the aoroved l�— Operation and Maintenance Yes No NA NE Are the SW measures being maintained and operated as per the permit requirements? ❑ 0 ❑ ❑ Are the SW BMP inspection and maintenance records complete and available for review or provided to ❑ ❑ ❑ TWO upon request? Comment: Great Neck Section II : a large hole has formed next to the manhole over near the stormwater wetlands. The outlet structures of wet detention basin #1 and #2 lack riprap aprons and require repairs. The orifice of the stormwater wetlands appear to be clogged and the wetland vegetation is absent in some areas. Regal Hill : measures appear to be maintained. Tinley Estates : measures appear to be maintained. Other Permit Conditions Is the site compliant with other conditions of the permit? Comment: Yes No NA NE ❑ ❑ ❑ M page: 2 Permit: SW8100714 Owner - Project: Carolina Plantation Development Corparation inspection Date: 04/10/2019 Inspection Type Transfer Renewal Other WQ Issues Is the site compliant with other water quality issues as noted during the inspection? Comment: Reason for Visit: Other Yes No NA NE ❑ ❑❑■ page: 3 Compliance Inspection Report Permit: SW8111212 Effective:04123/12 Expiration: 04/23/20 Project: Ryker Trace Section I at Carolina Plantations Owner: Carolina Plantation Development Corporation County. Onslow Actress: Ramsey Rd Region: Wilmington CitylState/Zip: Jacksonville NC 28540 Contact Person: Anthony W Sydes Title: President Phone: 910-455-6956 Directions to Project: From US 17 north, left onto Western Blvd., turn right onto Carolina Forest Blvd, at int. with Ramsey Rd, proceed across Carolina Plantation Blvd, left onto Merin Heights Rd, left on Radiant Drive project begins at powedines. Type of Project: State Stormwater - HD - Wetlands State Stormwater - HD - Detention Pond Drain Areas: 1 - (Half Moon Creek) (03-05-02 ) (C;NSW) 2 - (Half Moon Creek) (03-05-02) (C;NSW) On -Site Representative(s): Related Permits: Inspection Date: 04/10/2019 Entry Time: 10:25AM Primary Inspector: Holley A Snider Secondary Inspector(s): Kelly Johnson Reason for Inspection: Other Permit Inspection Type: State Stormwater Facility Status: ❑ Compliant ❑ Not Compliant Question Areas: State Stormwater (See attachment summary) Exit Time: 02:40PM Phone: 919-796-7315 Inspection Type: Transfer Renewal page: 1 Permit: SW8111212 Owner - Project: Carolina Plantation Development Corporation Inspection Date: 0411012019 Inspection Type Transfer Renewal Reason for Visit: Other File Review - Yes No NA NE Is the permit active? ! ❑ ❑ ❑ Signed copy of the Engineer's certification is in the file? ❑ 0 ❑ ❑ Signed copy of the Operation & Maintenance Agreement is in the file? 0 ❑ ❑ ❑ Copy of the recorded deed restrictions is in the file? ❑ ®❑ ❑ Comment: Deed restrictions needed. Certification needed. Built Upon Area Yes No NA NE Is the site SUA constructed as per the permit and approval plans? 0 ❑ ❑ ❑ 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? 0 ❑ ❑ ❑ Comment: The built upon area appears to be consistent with the approved.plan, 5W Measyrres Yes No NA NE Are the SW measures constructed as per the approved plans? ❑ E ❑ ❑ Are the inlets located per the approved plans? 0 ❑ ❑ ❑ Are the outlet structures located per the approved plans? 0 ❑ ❑ ❑ Comment: The swale leading to the stormwater wetlands has not been constructed properly and water is being diverted from the wetlands to the existing stream. The stormwater wetlands lack deep pools, vegetation and the orifice appears to be clogged. Operation and Maintenance Yes No NA NE Are the SW measures being maintained and operated as per the permit requirements? ❑ 0 ❑ ❑ Are the SW BMP inspection and maintenance records complete and available for review or provided to ❑ ❑ ❑ DWQ upon request? Comment: The swale and stormwater wetlands require maintenance. Maintain the swale at the rear of Lots 735/736. Other Permit Conditions Yes No NA NE Is the site compliant with other conditions of the permit? ❑ ❑ ❑ Comment: Other WO Issues Yes No NA NE Is the site compliant with other water quality issues as noted during the inspection? ❑ ❑ ❑ Comment: page: 2 Compliance Inspection Report Permit: SW8100510 Effective:01/15/13 Expiration: 03/10/21 Project: Great Neck Section I Crown Park Bentley Place and The Burroughs at Carolina Plantations Owner: Carolina Plantation Development Corporation County: Onslow Adress: Ramsey Rd Region: Wilmington City/State/Zip: Jacksonville NC 28540 Contact Person: Anthony W Sydes Title: President Phone: 910-455-6956 Directions to Project: US 17north, left onto Western Blvd, right onto Carolian Forest Blvd project is at end of strett across Ramsey Road. Type of Project: State Stormwater - HD - Detention Pond Drain Areas: 1 - 2- 3- 4- On-Site Representative(s): Related Permits: Inspection Date: 04110/2019 Entry Time: 10:25AM Exit Time: 02:40PM Primary Inspector: Holley A Snider Secondary Inspector(s): Kelly Johnson Phone: 919-796-7315 Reason for Inspection: Other Inspection Type: Transfer Renewal Permit Inspection Type: State Stormwater Facility Status: ❑ Compliant ❑ Not Compliant Question Areas: ■ State Stormwater (See attachment summary) page: 1 permit: 5W8100510 Owner - Project Carolina Plantation Development Corporation Inspection Date: 0411012019 Inspection Type Transfer Renewal Reason for Visit: Other Inspection Summary: STORMWATER MEASURES: Great Neck Sect, I: Repair the level spreader and vegetated filter at the outlet structure of stormwater detention pond #2. Repair the level spreader and vegetated filter at the outlet structure of stormwater detention pond #1. Repair erosion adjacent to the wetlands and stream at both outlets. The portion of flume is blocked near CB #29. CB #24 has second CB. CB#9 has second CB. CB#8 has second CB. Crown Park: Repair the scour hole flow spreader at the end of the outlet pipe of stormwater detention pond #3. Burroughs Sect. I: Repair the rock hole flow spreader, vegetated filter and rock check dam at the outlet structure of stormwater detention pond. Repair the existing dislodged corrugated metal pipe within the stream. Remove sediment from stream and repair erosive slopes. Carolina Plantation Office Building: a pipe and curb outlet on the north side of the parking lot leading stormwater detention pond #3 has been constructed and are not shown on the approved plan. OPERATION AND MAINTNEANCE: Great Neck Section I: Repair the level spreader and vegetated filter at the outlet structure of stormwater detention pond #2. Repair the level spreader and vegetated filter at the outlet structure of stormwater detention pond #1. Repair erosion at the wetlands and stream near both of the failed outlet structures. Crown Park: Repair scour hole flow spreader at the outlet pipe of stormwater detention pond #3. Burroughs Sect I: Repair the rock hole flow spreader, vegetated filter and rock check dam at the outlet structure of the stormwater detention pond. Repair the existing dislodged corrugated metal pipe within the stream. Remove sediment from the stream and repair erosive slopes. page: 2 Permit SW8100510 Owner- Project: Carolina Plantation development Corporation Inspection Date: 04/1012019 Inspection Type Transfer Renewal Reason for Visit: Other File Review Yes No NA NE 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? ❑ M ❑ ❑ Comment: Restrictions needed. Certifications needed. Built Upon Area Yes No NA NE Is the site BUA constructed as per the permit and approval plans? ■ ❑ ❑ ❑ Is the drainage area as per the permit and approved plans? 0 ❑ ❑ ❑ Is the BUA (as permitted) graded such that the runoff drains to the system? ❑ ❑ ❑ Comment: Great Neck Sect I: the built upon area appears to be consistent with the a oved plan. Crown Park: the built upon area appears to be consistent with the approved plan. Bentley Park: the built upon area appears to be consistent with the approved plan. The Burroughs Sect. l: the built upon area appears to be consistent with the approved plan Office at Carolina Plantation: the built upon area appears to be consistent with the approved plan. SW Measures Yes No NA NE 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: see summary _Operation and Maintenance Yes No NA NE Are the SW measures being maintained and operated as per the permit requirements? ❑ M ❑ ❑ Are the SW BMP inspection and maintenance records complete and available for review or provided to ❑ i ❑ ❑ DWQ upon request? Comment: see summary Other Permit Conditions Yes No NA NE Is the site compliant with other conditions of the permit? ❑ ❑ ❑ Comment: Other WO Issues Yes No NA NE Is the site compliant with other water quality issues as noted during the inspection? ❑ ❑ ❑ ■ Comment: page: 3 Compliance Inspection Report Permit: SW8101110 Effective:06/27111 Expiration: 06/13/21 Project: Monarch Meadow at Carolina Plantations Stormwater Owner: Carolina Plantation Development Corporation County: Onslow Adress: Ramsey Rd Region: Wilmington CitylStatelZip: Jacksonville NC 28540 Contact Person: Anthony W Sydes Title: President Phone: 910-455-6956 Directions to Project: From 17 N, turn left onto Western Blvd right onto Carolina Forest Blvd., proceed cross Carolina Plantations Blvd., left onto Merin Heigh Rd site begins at stream crossing. Type of Project: ,State Stormwater • HD - Detention Pond Drain Areas: 1 - On -Site Representative(s): Related Permits: Inspection Date: 04/10/2019 Entry Time: 10:25AM Exit Time: 02:40PM Primary Inspector: Holley A Snider Secondary Inspector(s): Kelly Johnson Phone: 919-796-7315 Reason for Inspection: Other Inspection Type: Transfer Renewal Permit Inspection Type: State Stormwater Facility Status: ❑ Compliant ❑ Not Compliant Question Areas: 0 State Stormwater (See attachment summary) page: 1 Permit: SW8101110 Owner - Project: Carolina Plantation Development Corporation Inspection Date: 0411012019 Inspection Type Transfer Renewal Reason for Visit: Other File Review Yes No NA NE 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: Restrictions needed. 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 SUA (as permitted) graded such that the runoff drains to the system? Comment: The built upon area appears to be consistent with the a r oved plan. 5W 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? ❑ ®❑ ❑ Yes No NA NE ■ ❑❑❑ M ❑ ❑ ❑ Cl ❑ ❑ as No NA NE ❑ M ❑ ❑ ❑ ❑ ❑ ❑■❑❑ Comment: The swales along the rear of the lots appear to be absent or in need of maintenance. The yard inlet at function of pipes B8, B7 and B12 has failed and sink hole has formed. The rip rap apron at the outlet pipe of the stormwater detention pond is absent or in need of maintenance. Operation and Maintenance Are the SW measures being maintained and operated as per the permit requirements? Yes No NA NE ❑ ■❑❑ Are the SW BMP inspection and maintenance records complete and available for review or provided to ❑ ❑ ❑ DWQ upon request? Comment: The swales and riprap apron require maintenance. Repair yard inlet at the 'unction of pipes B7. B8 and B12, fill sink hole and provideyecletative cover. Other Permit Conditions Yes No NA NE Is the site compliant with other conditions of the permit? ❑ ❑ ❑ Comment: Other WQ Issues Yes No NA NE Is the site compliant with other water quality issues as noted during the inspection? ❑ ❑ ❑ ■ Comment: page: 2 f tt Compliance Inspection Report Permit: SVV8120710 Effective: 12/03114 Expiration: 09120/20 Project: Ryker Trace Section II at Carolina Plantations Owner: Carolina Plantation Development Corporation County: Onslow Adress: Ramsey Rd Region: Wilmington City/State/Zip: Jacksonville NC 28540 Contact Person: Anthony 1N Sydes Title: President Phone: 910-455-6956 Directions to Project: From US 17 north, go left onto Wstem Blvd., right onto Carolina Forest Blvd at intersection with Ramsey Rd., proceed across Carolina Plantations Blvd tell on Merin His Rd left on Radiance left on Cavalier site begins past Section 1. . Type of Project: State Slormwater - HD - Detention Pond Drain Areas: 1 - (Ha4 Moon Creek) (03-05-02) ( C;NSW) On -Site Representative(s): Related Permits: Inspection Date: 04/1012019 EntryTime: 10:25AM Exit Time: 02:40PM Primary Inspector: Holley A Snider Secondary Inspector(sj: Phone: 919-796-7315 Reason for Inspection: Other Inspection Type: Transfer Renewal Permit Inspection Type: State Slormwater Facility Status: ❑ Compliant ❑ Not Compliant Question Areas: State Stormwater (See attachment summary) page: 1 ' 'R Permit: S11-M12C710 Owner - Project: Carolina Plantation Development Corporation Inspection date: 0471012019 Inspection Type Transfer Rene .al Reason for Visit: Otner File Review Yes No NA NE Is the permit active? ❑ ❑ ❑ Signed copy of the Engineer's certi5calion is in the file? ❑ ❑ ❑ M Sioned copy of the Operation & Maintenance Agreement is in the file? ❑ ❑ ❑ Copy of the recorded deed restrictions is in the file? ❑ ❑ ❑ ■ Comment: Built Upon Area Yes No NA NE 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 perrnilted) graded such that the runoff drains to the system? 0 ❑ ❑ E] Comment: The built upon area appears to be consistent with the approved plan. 5W Measures Yes No NA NE Are the S%,V measures constructed as per the approved plans? ❑ 0 ❑ ❑ Are the inlets located per the approved plans? ❑ M ❑ ❑ Are the outlet structures located per the approved plans? ❑ M ❑ ❑ Comment. The rip rap apron and trapeziodal swale at the outlet of the stormwater pond is absent or requires maintenance. The eastern inlet pipe is not visible and the slopes near the pipe location have failed. Operation and Maintenance Are the SVV measures being maintained and operated as per the permit requirements Yes No NA NE ❑ ■❑❑ Are the SW BMP inspection and maintenance records complete and available for review or provided to ❑ E ❑ ❑ bWQ upon request? Comment: The rip rap apron and trapeziodal swale at the outlet pipe of the stormwater pond require maintenance. Repair slopes tc provide an outlet for the eastern inlet pipe of the stormwater pond. Other Permit Conditions Yes No NA NE Is the site compliant with other conditions of the permit? ❑ ❑ ❑ Comment. Other WQ Issues Yes No NA NE Is the site compliant with other water quality issues as noted during the inspection? ❑ ❑ ❑ M Comment: pace: 2 State Stormwater Inspection Report General Aroject tamer 1 ACE �t ! PerinitT °V SW9 jap-� �� Expiration Date: Contact Person: Phone Number, Inspection Type: 11Inspieciion Date: Ti rie 131: Time Out: jCun ent `breather: I Recent Rain (Date)? Rain — in Location Facility Address / Location: ' City: I Zip: Counr)': Lat: "\ Long: "NV E Permit Information Rule. Subject to (circle one): 1955 Coastal Rule 1995 Coastal Rule 2008 Coastal Rule Session Lave 2006-246 Goose Creek High Quality Waters Outstanding resource NVaters Density (circle one): 141gh (HD) Love (LD) Stormwater Best INlanagernent Practices (Bi\]Ps) (insert number of each): 1 Wet Ponds Infiltration Basins Infiltration Trenches LD Swales Stormwater Wetlands Dry Ponds Bloretention Permeable Pavement Sand filters (circle one) Open Closed Cistern Level Spreader/Filter Strip Other (speci)): File Review Yes No NIA N!E I I. Is the permit active? f J ' 2. Si ned Engineer's Certification on file? CV0_UV_ 3fi J 4. Recorded Deed Restrictions on file? Site Visit: Built Ur3on Area (BUA) t,Yes -No NIA N1E 5. BUA is -constructed and consistent with the pennii re uirements? i 6. BUA (as perrraitted is raded such that the runoff drains to fire system? (hi h density only 7. Drainage area is consistent with permit? (i.e. no un ermitted drainage to the SW BiMPs) S. Drain e area is stabilized? (to reduce risk of sedimentation to the SW Bi`IPS) Site Visit: _Stormwater BMPs Yes No NIA N/E 9. Stormwater BA9Ps are located per the an rovedplans? 10. Stormwater BiNIPs have dirn.ensions (eg. len ih, width; area) matching fne approved plans? I I. Stormwater BMPs are construcied per the approved plans? Site Visit: Or)eration and Maintenance Yes No NIA NIE 12, Access points to the site are clear and well maintained? 13, Trash has been removed as needed? 14, Excessive landscape debris (grass clippings, leaves, etc) is controlled? 1 15, Storm xater B11IPs being operated and maintained as per the 2ermif requirements? 16. Inspection and Maintenance records are available for ins ep ctioil? (hamdensity only, 1995 — present only) I L� Site Visit: Other Permit Conditions Yes No NIA NI 17. Is the site compliant with other conditions of the ermii? Site Visit: Other Water Quality Issues Yes No NIA N1 — 1 S. Is the site compliant with_other_ water aaality issues as noted during the inspection? ,r I I I State Stormwater inspection Report, Version 3.4_3-09 Page ] of2 State Stormwater Inspection Report Comments Inspection Pictures (some of the pictures taken during the site Compliance Status ❑ Compliant ❑ Non -Compliant Letter Sent (circle one): Yes No Letter type CEI NOV NOVRE Other Date Sent: Reference Number: Inspector Name and Signature. Date: State Sto rnwater Inspection Report, Version 3.0_3-09 Page 2 or2 � Permit No. 1 {(o be provided by DM) of wAr�,q NCDENR STORM4VATER MANAGEMENT PERMIT APPLICATION FORM 401 CERTIFICATION APPLICATION FORM WET DETENTION BASIN SUPPLEMENT This form must be filled out, printed and submitted. The Required Items Checklist {Part 111) must be printed, filled out and submitted along with all of the required information. [I. -.,PROJECT INFORMATION.' Project name Ryker Trace Section I at Carolina Plantations Contact person Anthony W. Sydes _ Phone number 910-455-6956 Date 12114/2011, Revised 2110)12 Drainage area number 1 IV DESIGN INFORMATION Site Characteristics Drainage area 1,271,986 ftz Impervious area, post -development 502,907 fe % impervious 39.54 % Design rainfall depth 1.5 in Storage Volume: Non -SA Waters Minimum volume required 64,537 ft3 OK Volume provided 73,272,ft3 OK, volume provided is equal to or in excess of volume required. Storage Volume: SA Waters 1.5" runoff volume ft3 Pre -development 1-yr, 24-hr runoff ft3 Post -development 1-yr, 24-hr runoff ft3 Minimum volume required ft3 Volume provided ft3 Peak Flow Calculations bL^^aCEI FM Ll V i:.i Is the pre/post control of the 1 yr 24hr storm peak flow required? Y (Y or N) 1-yr, 24-hr rainfall depth 3.5 in FEB 1 17 q 2012 Rational C, pre�development 0.30 (unitless) Rational C, post -development 0.50 (unitless) Rainfall intensity: 1-yr, 24-hr storm 2.73 inihr OK� Pre -development 1-yr, 24-hr peak flow 4,19 ft3lset Post -development 1-yr, 24-hr peak flow 2,11 ft3(set PrelPost 1-yr, 24-hr peak flow control -2.08 ft3fsec Elevations Temporary pool elevation 42.50 fmsl Permanent pool elevation 39.50 fmsl SHWT elevation (approx. at the perm. pool elevation) fmsl Top of 10ft vegetated shelf elevation 40.00 fmsl Bottom of 1 Oft vegetated shelf elevation 39.00 fmsl Sediment cleanout, top elevation (bottom of pond) 28.00 fmsl Sediment cleanout, bottom elevation 27.00 fmsl Sediment storage provided 1.00 ft Is there additional volume stored above the state -required temp. pool? N (Y or N) Elevation of the top of the additional volume fmsl Form SW401-Wet Detention Basin-Rev.8-9117109 Parts 1__ It_ Design Summary, Page 1 of 2 ', ) Permit No. Y (to be provided by DWQ) III. DESIGN INFORMATION Surface Areas Area, temporary pool 27,930 ft' Area REQUIRED, permanent pool 17,808 ftZ SAIDA ratio 1.40 (unitless) Area PROVIDED, permanent pool, Ap ,,,_pd 18,980 ftZ OK Area, bottom of 10ft vegetated shelf, Abc4 0r d 15,309 ft' Area, sediment cleanout, top elevation (bottom of pond), Abatya,d 2,945 ftZ Volumes Volume, temporary pool 73,272 ft' OK Volume, permanent pool, Vim --Pm 108,877 ft3 Volume, forebay (sum of forebays if more than one forebay) 21,701 ft3 Forebay % of permanent pool volume 19.9% % OK SAIDA Table Data Design TSS removal 90 % Coastal SAIDA Table Used? Y (Y or N) MountairdPiedmont SAIDA Table Used? N (Y or N) SAIDA ratio 1.40 (unitless) Average depth (used it SAIDA table): Calculation option 1 used? (See Figure 10-2b) N (Y or N) Volume, permanent pool, Vp--,d 109,877 ft' Area provided, permanent pool, A,.,,,,_pw 18,980 ft2 Average depth calculated ft Need 3 ft min. Average depth used in SAIDA, d. (Round to nearest 0.5ft) ft Calculation option 2 used? (See Figure 10-2b) Y (Y or N) Area provided, permanent pool, Ap _" 18.980 fit Area, bottom of 1 Oft vegetated shelf, Abt-, 15.309 ft2 Area, sediment cleanout, top elevation (bottom of pond), Ay.t_pwd 2,945 rye "Depth" (distance btw bottom of 1 Oft shelf and top of sediment) 11.00 ft Average depth calculated 7.01 ft OK Average depth used in SAIDA, d. (Round to nearest 0.5ft) 7.0 ft OK Drawdown Calculations Drawdown through orifice? Y (Y or N) Diameter of orifice (if circular) 100 in Area of orifice (if -non -circular) in' Coefficient of discharge (Cp) 0.60 (unitless) Driving head (Ho) 1.00 ft Drawdown through weir? N (Y or N) Weir type (unitless) Coefficient of discharge {unitless) Length of weir (L) ft Driving head (H) ft Pre -development 1-yr, 24-hr peak flow 4.19 Wisec Post -development 1-yr, 24-hr peak Flow 2.11 ft3lsec Storage volume discharge rate (through discharge orifice or weir) 0,24 1131sec Storage volume drawdown time 3.53 days OK, draws down in 2-5 days. RECEIVED Additional Information Vegetated side slopes 3 :1 OK FEB 9 201� Vegetated shelf slope 10 :1 OK d Vegetated shelf width 10.0 ft OK Length of flowpath to width ratio 3 :1 OK B Y; Length to width ratio 3.0 :1 OK Trash rack for overflow & orifice? Y (Y or N) OK Freeboard provided 1.0 ft OK Vegetated filter provided? N (Y or N) OK Recorded drainage easement provided? Y (Y or N) OK Capures all runoff at ultimate build -out? Y (Y or N) OK Drain mechanism for maintenance or emergencies is: Pump Form SW401-Wet Detention Basin-Rev.&-9117109 Parts 1_ — II_ Design Summary, Page 2 of 2 Permit No. a? (to be provided by DWQ) III. REQUIRED ITEMS CHECKLIST Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a requirement has not been met, attach justification. Pagel Plan Initials Sheet No. 1. Plans (1" 50' or larger) of the entire site showing: - Design at ultimate build -out, Off -site drainage (if applicable), - Delineated drainage basins (include Rational C coefficient per basin), Basin dimensions, Pretreatment system, High flow bypass system, Maintenance access, Proposed drainage easement and public right of way (ROW), Overflow device, and Boundaries of drainage easement. t l 2, Partial plan (1" = 30' or larger) and details for the wet detention basin showing: U Outlet structure with trash rack or similar, Maintenance access, Permanent pool dimensions, Forebay and main pond with hardened emergency spillway, Basin cross-section, Vegetation specification for planting shelf, and Filter strip. 3. Section view of the wet detention basin (1" = 20' or larger) showing: �1 Side slopes, 3:1 or lower, Pretreatment and treatment areas, and Inlet and outlet structures. 12,_ 4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified � on the plans prior to use as a wet detention basin. Se[. Galas 5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay, yy to verity volume provided. 6. A construction sequence that shows how the wet detention basin will be protected from sediment until the entire drainage area is stabilized. 7. The supporting calculations. B. A copy of the signed and notarized operation and maintenance (0&M) agreement. V tnc. 9. A copy of the deed restrictions (if required). �� Ic• 10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County UUU soil maps are not an acceptable source of soils information. 7BY: CEIVE C 2 2 2011 Form SW401-wet Detention Basin-Rev.8-9117109 Part Ill_ Required Items Checklist, Page 1 of 1 Permit Nurnber: �li� / Z__ (to be provided by D111Q) Drainage Area Number: t Wet Detention Basin Operation and Maintenance Agreement I will keep a maintenance record on this BMP. This maintenance record will be kept in a Iog in a known set location. Any deficient BMP elements noted in the inspection will be corrected, repaired or replaced immediately. These deficiencies can affect the integrity of structures, safety of the public, and the removal efficiency of the BMP. The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the vegetated filter if one is provided. This system (check one): ❑ does ® does not incorporate a vegetated filter at the outlet. This system (check one): ❑ does ® does not incorporate pretreatment other than a IForebay. Important maintenance procedures: — Immediately after the wet detention basal is established, the plants on the vegetated shelf and perimeter of the basin should be watered twice weekly if needed, until the plants become established (commonly six weeks). — No portion of the wet detention pond should be fertilized after the first initial fertilization that is required to establish the plants on the vegetated shelf. — Stable groundcover should be maintained in the drainage area to reduce the sediment load to the wet detention basin. — If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through the emergency drain should be minimized to the maximum extent practical. — Once a year, a dam safety expert should inspect the embankment. After the wet detention pond is established, it should be inspected once a month and within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal County). Records of operation and maintenance should be kept in a known set location and must be available upon request. Inspection activities shall be performed as follows. Any problems that are found shall be repaired immediately. BMP element: Potentialproblem: How I will remediate theproblem: The entire BMP Trash/debris is present. Remove the trash/debris. The perimeter of the wet Areas of bare soil and/or Regrade the soil if necessary to detention basin erosive gullies have formed. remove the gullv, and then plant a ground cover and water until it is established. Provide lime and a one- time fertilizer application. Vegetation is too short or too Maintain vegetation at a height of lon —approximately six inches. Form SW401-Wet Detention Basin 0&CM-Rev.4 F2ECEIVED DEC 2 2.2011 Page 1 of 4 Permit Number: (to be provided b), DIVQ) Drainage Area Number: BMP element: Potentialproblem: How I will remediate theproblem: The inlet device: pipe or The pipe is clogged. Unclog the pipe. Dispose of the Swale sediment off -site. The pipe is cracked or Replace the pipe. otherwise damaged. Erosion is occurring in the Regrade the swale if necessary to swale. smooth it over and provide erosion control devices such as reinforced turf matting or riprap to avoid future eroblems with erosion. The forebay Sediment has accumulated to Search for the source of the sediment a depth greater than the and remedy the problem if possible. original design depth for Remove the sediment and dispose of sediment storage, it in a location where it will not cause impacts to streams or the BMP. Erosion has occurred. Provide additional erosion protection such as reinforced turf matting or riprap if needed to prevent future erosion problems. Weeds are present. Remove the weeds, preferably by hand. If pesticide is used, wipe it on the plants rather than spraying, The vegetated shelf Best professional practices Prune according to best professional show that pruning is needed practices to maintain optimal plant health. Plants are dead, diseased or Determine the source of the dying. problem: soils, hydrology, disease, etc. Remedy the problem and replace plants. Provide a one-time fertilizer application to establish the ground cover if a soil test indicates it is necessary. Weeds are present. Remove the weeds, preferably by hand. If pesticide is used, wipe it on the plants rather than spraying. The main treatment area Sediment has accumulated to Search for the source of the sediment a depth greater than the and remedy the problem if possible. original design sediment Remove the sediment and dispose of storage depth, it in a location where it will not cause impacts to streams or the BMP. Algal growth covers over Consult a professional to remove 50% of the area. and control the algal growth. Cattails, phragmites or other Remove the plants by wiping them invasive plants cover 50% of with pesticide (do not spray). the basin surface. FBY: IVED 2 .ZQ1] Form SW401-Wet Detention Basin O&M-Rev.4 Pale 2 of 4 Permit Number: (to be provided b_y DRQ) Drainage Area Number: BMP element: Potentialproblem-: How I will remediate theproblem: The embankment Shrubs have started to grow Remove shrubs immediately. on the embankment. Evidence of muskrat or Use traps to remove muskrats and beaver activity is present. consult a professional to remove beavers. A tree has started to grow on Consult a dam safety specialist to the embankment. remove the tree. An annual inspection by an Make all needed repairs. appropriate professional shows that the embankment needs repair. if applicable) The outlet device Clogging has occurred. Clean out the outlet device. Dispose of the sediment off -site. The outlet device is damaged Repair or replace the outlet device. The receiving water Erosion or other signs of Contact the local NC Division of damage have occurred at the Water Quality Regional Office, or outlet. the 401 Oversight Unit at 919-733- 1786. The measuring device used to determine the sediment elevation shall be such that it will give an accurate depth reading and not readily penetrate into accumulated sediments. When the permanent pool depth reads 11.5 feet in the main pond, the sediment shall be removed. When the permanent pool depth reads 11.5 feet in the forebay, the sediment shall be removed. Sediment Removal Bottom Elevati BASIN DIAGRAM (fill in the blanks) 28.0 Pe anen\ �2L7 ------------- -- Volume .0 -ft Min. Sediment Storage FOREBAI' Form SW401-Wet Detention Basin 0RM-Rev.4 Permanent Pool Elevation 39.5 Pool Sediment Removal Elevation 28.0 ----- Volume ------------------------------------ ------ Bottom Elevation 27.0 1-ft MAIN POND RECEIVED DEC 2 2 .2011 BY: Page 3 of 4 Storage Permit Number: (to he provided by DIVA) I acknowledge and agree by my signature below that I am responsible for the perfonnance of the maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to the system or responsible party. Pi-aject name: Ryker Trace, Section I at Carolina Plantations BMP drainage area nuniber: 1 - Wet Detention Basin Print name: Anthony W. Sydes Title: President Address: PO Box 7122 Jacksonville NC 28541 Phone: 910-455-6956 Signature: Date: a Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a resident of the subdivision has been named the president. 170TWNME a Notary Public for the State of County of ()M[ p VV do hereby certify that e personally appeared before me this day ofhL4& I�C.Y �, aor , and acknowledge the due execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal. SEAL My commission expirese (Zwba 14,v 15 Form SW401-Wet Detention Basin O&M-Rev.4 77CEIVED fIEC 2 2 .2011 BY: Page 4 of 4 r A'I ��y NCDENR STORMWATER MANAGEMENT PERMIT APPLICATION FORM 401 CERTIFICATION APPLICATION FORM WETLAND SUPPLEMENT This form must be fitted out, printed and submitted. The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all the required information. Project name Contact name Phone number Date Drainage area number Ryker Trace, Section I at Carolina Plantations Anthony Sydes 910-455-6956 December 14, 2011 2 o�oF W A r�,9OG { o r. A.�. ,�-�z:.:_'�n;�_ �"� ,.��:�: �.�:-'r��•„_�t .;:.-�� ._.r:��:. - i; Site Characteristics Drainage area 103,303.00 ft2 Impervious area 27,681.00 ft2 Percent impervious 26.8% % Design rainfall depth 1.50 inch Peak Flow Calculations 1-yr, 24-hr rainfall depth 3.53 in 1-yr, 24-hr intensity 2.73 inlhr Pre -development 1-yr, 24-hr runoff 1.77 ft3lsec Post -development 1-yr, 24-hr runoff 2.95 W/sec PrelPost 1-yr, 24-hr peak control 1.18 ft3lsec Storage Volume: Non -SA Waters Minimum required volume 3,758.00 ft3 Volume provided (temporary pool volume) 3,760.00 ft3 OK Storage Volume: SA Waters Parameters 1.5" runoff volume ft3 Pre -development 1-yr, 24-hr runoff volume ft3 Post -development 1-yr, 24-hr runoff volume ft3 Minimum volume required ft3 Volume provided ft3 Outlet Design Depth of temporary poollponding depth (Dp,,,J 12.00 in OK Drawdown time 2.88 days OK Diameter of orifice 1.00 in OK Coefficient of discharge (Co) used in orifice diameter 0.60 (unitless) calculation Driving head (Ho) used in the orifice diameter calculation 0.33 ft Provide calculations to support this driving head. REC EIVED DEC 2 2 .2011 Form SW401-Wetland-ftev-6-11116109 BY: : Parts I and II. Project Design Summary. Page 1 of 3 r Surface Areas of Wetland Zones Surface Area of Entire Wetland 4,699.00 ft' OK Shallow Land 1,879.00 ft' OK The shallow land percentage is: 40% % Shallow Water 1,922.00 ftZ OK The shallow water percentage is: 41 % % Deep Pool Forebay portion of deep pool (pretreatment) 472.00 ft2 OK The forebay surface area percentage is: 10% % Non-forebay portion of deep pool 426.00 ft2 OK The non -forebay deep pool surface area percentage is: 9% % Total of wetland zone areas 4,699.00 ft2 OK Add or subtract the following area from the zones 0.00 ft2 Topographic Zone Elevations Temporary Pool Elevation (TPE) Shallow Land (top) 40.50 ft amsl Permanent Pool Elevation (PPE) Shallow Water/Deep Pool (top) 39.50 ft amsl Shallow Water bottom 39.00 ft amsl Most shallow point of deep pool's bottom 37.50 ft amsl Deepest point of deep pool's bottom 37.50 ft amsl Design must meet one of the following two options: This design meets Option #1, Y (Y or N) Top of PPE is within 6" of SHWT, If yes: SHWT (Seasonally High Water Table) 40.00 ft amsl OK This design meets Option #2, N (Y or N) Wetland has liner with permeability < 0.01 in/hr, If yes: Depth of topsoil above impermeable liner 4.00 in OK Topographic Zone Depths Temporary Pool Shallow Land 12.00 in OK Permanent Pool Shallow Water 6.00 in OK Deep Pool (shallowest) 18.00 in OK Deep Pool (deepest) 24.00 in OK Planting Plan Are cattails included in the planting plan? N (Y or N) OK Number of Plants recommended in Shallow Water Area: Herbaceous (4*cubic-inch container) 481 Number of Plants recommended in Shallow Land Area: Herbaceous (4'cubic-inch container), OR 470 Shrubs (1 gallon or larger), OR 75 Trees (3 gallon or larger) and Herbaceous (4+ cubic -inch) 9 and 360 Number of Plants provided in Shallow Water Area: Herbaceous (4'cubic-inch container) 481 OK Number of Plants provided in Shallow Land Area: Herbaceous Wcubic-inch container) 70 More required if not planting shrubs or trees. Shrubs (1 gallon or larger) 64 More required if not planting herb. and/or trees. Trees (3 gallon or larger) and 0 More required if not planting herb, and/or shrubs. Grass -like Herbaceous (4+ cubic -inch) 0 More recommended if planting trees. RECEIVED DEC 22.2011 BY: Form SW401-Wetland-Rev.6-11I16/09 Parts I and !I. Project Design Summary, Page 2 of 3 Additional Information Can the design volume be contained? Y (Y or N) OK Does project drain to SA waters? If yes, N (Y or N) Excess volume must pass through filter. What is the length of the vegetated filter? ft Are calculations for supporting the design volume provided in the Y (Y or N) OK application? Is BMP sized to handle all runoff from ultimate build -out? Y (Y or N) OK Is the BMP located in a recorded drainage easement with a Y (Y or N) OK recorded access easement to a public Right of Way (ROW)? The length to width ratio is: 2.46 :1 OK Approximate wetland length 113.00 ft Approximate wetland width 46.00 ft Approximate surface area using length and width provided 5,198.00 z ft This approx. surface area is within this number of square feet of the entire wetland surface area reported above: Will the wetland be stabilized within 14 days of construction? Y (Y or N) OK REC EIv-D DEC 2 2 1011 BY: Form SW401-Wetland-Rev.6-11116109 Parts I and 11. Project Design Summary, Page 3 of 3 Permit No. (to be provided by DWQ) III. REQUIRED ITEMS CHECKLIST Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a requirement has not been met, attach justification. Initials Pagel Plan Sheet No. �•� 1 Z � � f T� 1. Plans (1" - 50' or larger) of the entire site showing: Design at ultimate build -out, Off -site drainage (if applicable), Delineated drainage basins (include Rational C coefficient per basin), - Wetland dimensions (and length to width ratio), - Pretreatment system, - Maintenance access, Proposed drainage easement and public right of way (ROW), - Overflow device, and Boundaries of drainage easement. 4 J21 13 2. Plan details (1" = 50' or larger) for the wetland showing: Wetland dimensions (and length to width ratio) Pretreatment system, Maintenance access, Proposed drainage easement and public right of way (ROW), Design at ultimate build -out, Off -site drainage (if applicable), Overflow device, and RECEIVED Boundaries of drainage easement. DEC 2 2 Z,911 3. Section view of the wetland (1" = 20' or larger) showing: Side slopes, 3:1 or lower BY Wetland layers All wetlands: Shallow land depth, shallow water depth, deep pool depth Option 1, no clay liner: SLWT depth Option 2, clay liner: Depth of topsoil on top of liner, liner specifications lr L 3 4. A detailed planting plan (1" = 20' or larger) prepared by a qualified individual showing: A variety of several suitable species (not including cattails), Sizes, spacing and locations of plantings, Total quantity of each type of plant specified, A planting detail, The source nursery for the plants, and Fertilizer and watering requirements to establish vegetation. 2, 13 5. A construction sequence that shows how the wetland will be protected from sediment until the entire drainage area is stabilized. En C. 6. The supporting calculations (including drawdown calculations). 1FVVC.- 7. A copy of the signed and notarized operation and maintenance (O&M) agreement. Enc' 8. A copy of the deed restrictions (it required). �nC 9. A soils report that is based upon an actual field investigation and soil borings. County soil maps are not an acceptable source of soils information. SW401-Wetland-Rev,6-11/16/09 Part III, page 1 of 1 L� PermitNumbe (to be provided by 1)WQ) Drainage Area Number: Stormwater Wetland Operation and Maintenance Agreement 1 will keep a maintenance record on this BMP. This maintenance record will be kept in a log in a known set location. Any deficient BMP elements noted in the inspection will be corrected, repaired or replaced immediately. These deficiencies can affect the integrity of structures, safety of the public, and the removal efficiency of the BMP. Important maintenance procedures: — Immediately following construction of the stormwater wetland, bi-weekly inspections will be conducted and wetland plants will be watered bi-weekly until vegetation becomes established (commonly six weeks). — No portion of the stormwater wetland will be fertilized after the first initial fertilization that is required to establish the wetland plants. — Stable groundcover will be maintained in the drainage area to reduce the sediment load to the wetland. — Once a year, a dam safety expert should inspect the embankment. After the stormwater wetland is established, I will inspect it monthly and within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal County). Records of operation and maintenance will be kept in a known set location and will be available upon request. Inspection activities shall be performed as follows. Any problems that are found shall be repaired immediately. BMP element: Potentialproblem: How I will remediate theproblem: Entire BMP Trash/debris is present. Remove the trash/debris. Perimeter of wetland Areas of bare soil and/or erosive Regrade the soil if necessary to remove the gullies have formed. gully, and then plant a ground cover and water until it is established. Provide lime and a one-time fertilizer application. Vegetation is too short or too long. Maintain vegetation at an appropriate height. Inlet device: pipe or The pipe is clogged (if applicable). Unclog the pipe. Dispose of the sediment Swale offsite. The pipe is cracked or otherwise Replace the pipe. damaged if applicable). Erosion is occurring in the Swale (if Regrade the Swale if necessary to smooth applicable). it over and provide erosion control devices such as reinforced turf matting or riprap to avoid future problems with erosion. DECEIVED Form SW401-Wetland 0RM-Rev.4 DEC 2 2.2011 Page 1 of 3 BY: BMP element: Potentialproblem: Forebay Sediment has accumulated in the forebay to a depth that inhibits the forebay from functioning well. Deep pool, shallow water and shallow land areas Embankment Micropool Outlet device Receiving water Erosion has occurred. Weeds are present. Algal growth covers over 50% of the deep pool and shallow water areas. Cattails, phragmites or other invasive plants cover 50% of the deep pool and shallow water areas. Shallow land remains flooded more than 5 days after a storm event. Plants are dead, diseased or dying. Best professional practices show that pruning is needed to maintain optimal vlant health. Sediment has accumulated and reduced the depth to 75% of the original design depth of the deep pools. A tree has started to grow on the embankment. An annual inspection by appropriate professional shows that the embankment needs repair. Evidence of muskrat or beaver activity is present. Sediment has accumulated and reduced the depth to 75% of the original design depth. Clogging has occurred. The outlet device is damaged Erosion or other signs of damage have occurred at the outlet. Form SW401-Wetland O&M-Rev.4 RECEIVED DEC 2 2.2011 BY: Permit Number. (to be provided hr DWQ) How I will remediate theproblem: Search for the source of the sediment and remedy the problem if possible. Remove the sediment and dispose of it in a location where it will not cause impacts to streams or the BMP. Provide additional erosion protection such as reinforced turf matting or riprap if needed to prevent future erosion problems. Remove the weeds, preferably by hand. If a pesticide is used, wipe it on the plants rather than spraying. Consult a professional to remove and control the algal growth. Remove invasives by physical removal or by wiping them with pesticide (do not spray) - consult a professional. Unclog the outlet device immediately. Determine the source of the problem: soils, hydrology, disease, etc. Remedy the problem and replace plants. Provide a one-time fertilizer application to establish the ground cover if necessary. Prune according to best professional practices. Search for the source of the sediment and remedy the problem if possible. Remove the sediment and dispose of it in a location where it will not cause impacts to streams or the BMP. Consult a darn safety specialist to remove the tree. Make all needed repairs. Consult a professional to remove muskrats or beavers. Search for the source of the sediment and remedy the problem if possible. Remove the sediment and dispose of it in a location where it will not cause impacts to streams or the BMP. Clean out the outlet device. Dispose of the sediment off -site. Repair or replace the outlet device. Contact the NC Division of Water Quality 401 Oversight Unit at 919-733-1786. Page 2 of Permit Number: (to be provided by DW ) I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to the system or responsible party. Project name: Ryker Trace, Section 1 at Carolina Plantations _ BMP drainage area ► umber: 2- Stormwater Wetland Print name: AnthonyW. S des Title: President Address: PO Box 7122, Jacksonville NC, 28541 Phone: 910-455-6956 n Signature: Date: Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a resident of the subdivision has been named the president. a Notary Public for the State of (� do hereby certify that )ersonally appeared before me this day of e the due execution of the forgoing stonnwater wetland maintenance requirements: Witness my hand and official seal, .9 ' •,•��f1ifltiitltt��` SEAL Ceuh� q41 V7 k? My commission expires:DI//&r 14, A01-6 Form SW401-Wetland O&M-Rev.4 RECEIVED DEC 2 2.2011 BY: Page 3 of 3 �. r !' t �. t ' Aw �t Johnson, Kell From: Sent: To: Subject: Attachments: Kelly, Parker & Associates, Inc. [paitext@bizec.rr.coml Thursday, April 19, 2012 11:05 AM Johnson, Kelly FW: RYKER TRACE I Skaggs (Autos aved).xIsx I have forwarded Haywood's email responding to information requested for the Skaggs Method. His excel spreadsheet is also attached. The pond's actual distance from the wetlands almost doubles the required setback. Also, regarding comment #2, the open space lots for the BMP's will be recorded with the lots at the time of Final Plat. Please let me know if you need anything else. Sincerely, Jonathan L. McDaniel, PE/ rmh Parker & Associates, Inc. Engineers * Surveyors * Planners (910) 455-2414 Firm License Number - F-0108 From: Haywood Pittman [ma iIto: pittmansoil@yahoo.com] Sent: Thursday, April 19, 2012 6:15 AM To: John Parker Subject: RYKER TRACE I JONATHAN I Have attached the completed spreadsheet for your review. I have revisited the site and obtained additional information as outlined in the email from Kelly Johnson using information recommended by Dr. Skaggs. If any additional information is needed please let me know. Haywood Pittman LSS Pittman Soil Consulting PO Box 1387 Richlands, NC 28374 (910) 330-2784 i' SWB 111212 - Ryker Trace Section I at Carolina Plantations Add Info 02, 2/27/12 Description Variable Example 1 (p.10 Ska s're rt Section 1-1 Section 2-2 CountyNew Hanover Onslow Onslaw Depth of Pit d Ift(ftt 20.00 16.00 16.DO is the bat tam of the it inside the clayey impermeable Nyer? Example Said that the pkt is excavated down to a ciayey impermeable layer Top of clayey Impermeable layer msl 3 4 Bottom of clayey Impermeable layer msl 1S 15 Bottom of it msl 161 16 Distance Surface Wetland to Bottom Pit h, ft 22 14.2 15.3 Effective Lateral Hydraulic Conductivity K tn/hr 2.0 0.3 0.1 Effective Lateral Hydraulic Conductivity K ft/day 4.0 0.6 0.2 Orainable Porosity f 0.03S 0.635 0.035 Surface Storage Depth (Needed ro read T rs Table) S In 2.0 2.0 2.0 Water Table Elevation Above Impermeable Layer at Tts h=ha(25cm or 10 In( It It 21.17 13.37 14.47 H=h/ho H - 0.962 0.941 0.946 D=d/h, D - 0.909 1.127 1.046 Boussinesq Parameter, 1/n- 1/n 0.960 1.060 1.050 Time to Drawdown to 25cm Tis days 3.2 4.1 3.7 Distance Surface Wetland to Water Level in Pit at Closure it 2.0 56.0 Sfi.O Required Setback for the Pit: D[sta nce from Ditch/3arrow Pit/Pond Where Water Table Drawdown Is 25cm at time=Tts x=sgrt((K/f)' h,'T25V(1/n) x it 93 29 17 Example 1 F-q—!. SeMeadc Hiram rk illis •c nqf.4 roc Pact Etaere of M pile �p�iSUt,'tP+nlT POND DEPTH MINUS SHWT DERIVED FROM SOIL BORINGS DERIVED FROM SOIL BORINGS GROUND ELEVATION MINUS BOTTOM OF PROPOSED POND General Data: Impervious, Drainage Area and Volume PROJECT NUMBER: SW8 111212 Reviewer: K. Johnson DRAINAGE BASIN: White Oak Current Date 23-Apr-12 Original Run Date: 11-Jan-12 DA Number 1 2 3 4 5 6 7 8 9 10 BMP Type Wet Pond Wetland No BMP in DA No BMP In DA No BMP In DA No BMP in DA No BMP In DA No BMP In DA No BMP in DA No BMP In DA Receiving Stream UT Half Moon Cr UT Halt Moan Cr Stream Index 19-6 19-6 Class C; NSW C; NSW 1. Impervious Area Proposed Impervious ALL IMPERVIOUS Total ftz: 502,907 27,681 0 0 0 0 0 0 0 0 Onsite Buildings 318,500 17,500 Onsite Streets 155,851 9,513 Onsite Parking 0 0 Onsite Sidewalks 18.556 668 Onsite Other 0 0 Future 10.000 0 Offsite 0 0 Existing 0 0 P.r vi I -Permitted Im ervious Oid Rule ft2� 0 0 0 0 0 0 0 0 0 0 Onsite Buildings Onsite Streets Onsite Parkin Onsite Sidewalks Onsite Other Future Offsite Existin P.ro ased Im ervious Subject t0 2008/P.hll Rule fee- DraInane Area Drainage Area Total ft : 502,907 1,271,986 27,681 103,303 0 0 0 0 0 0 0 0 Onsite ft: 1,271,986 103,303 Offsite f?: 0 P.r vious -Permitted Draina a Area Old Rule f 22- 0 0 0 0 0 0 0 0 0 0 Onsite fe 0 0 Offsite ftz: 0 0 Proposed DA (Being Added By Mod) , ft : 1,271.986 103.303 Draina a Area Subject to Old Rule f?: 0 0 0 0 0 0 0 0 0 0 Drainage Area Subject to New Rule ft2: 1.271,986 103,303 Percent Impervious Overall, per DA: 39.54% 26.80% Volume Required Volume Required, Old Rule ft3: RvpwD,,,,bp,,,ent, Old Rule: Design Storm Old Rule in: Volume Rectuired, New Rule 113: 64,527 3,760 RvPral)mlopment. New Rule: 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 Rvpe., D—I.pm,nt, New Rule: 0.41 0.29 Design StormDa Rule, in: 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1,5 1.5 1.5 Design Storm 1 r24hr in: Subject to SA? Y or N N N Volume Requiredobpule, ft : 64,527 3,760 Volume Required,yn4h„ ft : 0 0 Volume Required, Total Old +New Rule ft3: 64,527 3,760 Wet Ponds PROJECT NUMBER: SW8 111212 Reviewer: K. Johnson DRAINAGE BASIN: White Oak Current Date 23-Apr-12 Original Run Date: 11-Jan-12 DA Number 1 2 3 4 5 6 7 8 9 10 BMP Type Minimum Surface Area Wet Pond 39.5% Wetland 26.80% No BMP In DA No BMP In DA No BMP In DA No BMP In DA No BMP In DA No BMP In DA No BMP to DA No BMP to DA % impervious Lower Impervious 30.0% 20.0% #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Upper Impervious 40.0% 30.0% #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! TS5 85 or 90 : 90 Lower SAIDA #NIA #NIA #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Upper SA/DA #NIA #N/A #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! SA/DA ratio #NIA #NIA #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! PP Surface Area req, ft': Stara a Calculations Elevation, -l[op of Sediment bottom and jrT sl: #NIA 28.00 #NIA #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Elevation, Bottom of shelf, fmsl: 39.00 Elevation, Permanent Pool, fmsl: 39.50 Elevation, Top of Shelf, fmsl: 40.00 Elevation, Temp. Pool, fmsl: 42.50 Area, Top of Sediment bottom pond), 2,945 Area, Bottom of Shelf, 15,309 Area, Perm Pool, ft: 18,980 Area, Top of Shelf, : 22,410 Area, Tem .Pool, : 27,930 Volume Provided (Temp Pool), DWQ Calculated, ft3: 73,273 0 0 0 0 0 0 0 0 0 Volume Provided(Temp Pool), Provided per Consultant, ft3: 73,272 Volume Required TernPool), DWO Calculated, fi : 64,527 3,760 Consultant Provided Enough Volume? Y Average Depth Option f or Option 2 Enter 1 or 2? 2 Average Depth Provided, ft: 0.0 Average Depth - OPTION 1 -, DWQ Calculated, ft: 5.74 #DIVID! #DIWO! #DIV10! #DIV/O! #DIV/O! #DIV/O! I #DIVIO! #DIVIO! #DIV10! Average Depth - OPTION 2 -, DWQ Calculated, ft: Forebay Volume Permanent Pool Volume, ft: 7.0 108,969 #DIV10! 0 #DIVIO! 0 #DIV10! 0 #DIVIO! 0 #DIV/O! 0 #DIV/O! 0 #DIVIO! 0 #DIV/O! 0 #DIVIO! 0 Forebay Volume, Required, ft3: 21,794 0 0 0 01 0 0 0 0 0 Forebay Volume, Provided, ft3: 21,701 Percent of Permanent Pool 18-22% is Target): 20% #DIV10! #DIVIO! #DIVIO! #DIV/O! #DIVIO! #DIVIO! #DIVIO! #DIVIO! #DIV/0! Max. Pump, hp: 1/3 NIAJ NIA NIA NIA N/A NIA NIA N/A NIA Drawdown Av era a Head, ft: 0.96 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 Average Flow Q2, ft3/sec: 0.373 0.022 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Average Flow Q5, ft /sec: 0,149 0,009 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Q2 Area, in : 11.408 #DIVIO! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 05 Area, in : 4.563 #DIV/O! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! No. of Orifices 1 Orifice Diameter, in: 3.00 Orifice Area, in 2: 7.069 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Weir Height, in: Weir Length, in: Weir C: #DIVIO! #DIV/O! #DIV/O! #DIVIO! #DIVIO! #DIVIO! #DIVIO! #DIV10! #DIV/O! #DIVIO! Weir L, Effective Len th, ft: -0.192 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Average Orifice Flowrate, DWQ Calc (Qowo) ft1sec: 0,231 0,000 1 0.000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 Average Orifice Flowrate, Reported (QRep rted) ft lsec: 0.240 Average Orifice Flowrate is Adequate? sea Range in calc lose Enough? Runoff Coefficient Cc: 0,250 0,250 0,250 0.250 0.250 0,250 0.250 0.250 0,250 0,250 1 yr 24 hr rainfall depth, in: 3.80 1 yr 24 hr Intensity 1in/hr: 0.158 0,000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0,000 1 yr 24 hr Pre -Development (Q), ft3lsec: 1.156 0.000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Avg. Orifice flow<Pre Q? OK N #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Drawdown, days: 3.23 #DIV/01 #VALUEI #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Soils Report Data Ground Elevation at Boring in Soils Re out, fmsL 45.70 Distance Ground to SHWT per Soils Report, in: 74.40 Distance Ground to SHWT per Soils Report, ft: 6.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SHWT Elevation, DWQ Calculated, fmsl: 39.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SHWT Elevation, Reported by Consultant, fmsl: 39.50 Distance SHWT to PP, ft: Design OK if.- 0<= Value <= 0.5 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Permanent Pool Elevation, fmsl: 39.50 0.00 0.001 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Pump Max HP: 1/3 NIA N/A N/A NIA NIA I NIA NIA NIA I NIA Constructed Wetland PROJECT NUMBER: SW8 111212 Reviewer: K. Johnson DRAINAGE BASIN: White Oak Current Date 23-A r-12 Original Run Date: 11-Jan-12 DA Number 1 2 3 4 5 6 7 8 9 10 BMP Type Wet Pond Wettand N* eIMP in DA No BMP In CA No BMP In DA No BMP In DA No BMP In DA No BMP In CA No BMP In DA No BMP in CA Surface Areas Ponding Depth, ft: 1.00 Area to Provide, Minimum, ft2: 313 Area Required, Deep Pool Non-Foreba , 5% Minimum, fe: 16 Area Required, Deep Pool Foreba , 10% Minimum, fi : 31 Area Required, Shallow Water Area, =40%, ft2: 125 Area Required. Shallow Land, 30% Minimum, ft2: 94 Area Provided, ft2: 4,699 Area Provided, Deep Pool Non-Foreba , ft2: 426 Area Provided, Deep Pool Foreba , ft2: 472 Area Provided, Shallow water Area, ft2: (perm &2ool surface area 1,922 Area Provided, Shallow Land, ft2: ternool surface area 1,879 % Provided, Deep Pool Non-Foreba between 5-15% 9.1% % Provided, Deep Pool Foreba between 10-15% 10.0% % Provided, Shallow Water, = 40% 40.9% % Provided, Shallow Land, between 30-40% 40.0% Area Adequate?, Deep Pool Non-Foreba : TRUE Area Adequate?, Deep Pool Foreba : TRUE Area Adequate?, Shallow Water: TRUE Area equate?, a ow an : Depth & Elevation Bottom of Deep Pool fmsl TRUE 37.5 Bottom of Shallow Water, fmsl: 39.0 Top Shallow Water =Bottom Shallow Land),Perm Pool Elev, fmsl: 39.5 Top Shallow Land =Bottom Upland), Temp Pool Elev, fmsl: 40.5 Top Upland, fmsl: Depth, Deep Pool between 1,5' and 3' ft: 1.50 Depth, Shallow Water, between 0,25' and Of),ft: 0.50 Depth, Shallow Land 1' max ft: 1.00 Depth, Upland(optional),ft: SHWT elevation fmsl: 40.00 Depth Adequate?, Deep Pool: TRUE Depth Adequate?, Shallow Water: TRUE Depth Adequate?, Shallow Land: Y Volume Provided 3,760 Volume Provided(Temp Pool), DWO Calculated, ft3: Volume Provided (TeMp Pool), Provided per Consultant, ft3: 3,760 Volume R uired TernPool), DWO Calculated, ft3: 64.527 3,760 Consultant Provided Enough Volume? Drawdown Y Head, Average on Orifice, ft: 0.32 Average Flow 02, ft lsec: 0.373 0,022 Average Flow 05, ft lsec: 0.149 0,009 02Area, in : 1,151 05 Area, in : 0,461 No. of Orifices 1 Orifice Diameter, in: 1.00 Orifice Area, in2: 0.000 0.785 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 Weir Height, in: Weir Len th in: Weir C Value: #DIV101 Weir L', eff. Length, ft: Average Orifice Flowrate, DWQ Calc (Qo n) ftlsec: 0.015 Average Orifice Flowrate, Reported ft lsec: 0.015 Average Orifice Flowrate is Adequate? Y Drawdown, days: 2.93 Number of Plants: Required, Herbaceous Plants: = ��L 9.40 Required, Shrubs & Small Trees: 6.27 Required, 2.5" cal. Trees: 1.57 Provided, Herbaceous Plants: 64 Provided, Shrubs & Small Trees: 0 Provided, 2.5" cal. Trees: 0 ROY COOPER Governor MICHAEL S. REGAN 5ecmary S. DANIEL SMITH NORTH CAROLINA Director Env&-une►etai QuaW September 12, 2019 Carolina Plantation Development Corporation ATTN: Anthony Sydes, President PO Sox 7122 Jacksonville, NC 28540 Subject: Notice of Inspection SW8 110615 Bristol Heights of Carolina Plantations SW8 120710 Ryker Trace Section H at Carolina Plantations SW8 100714 Great Neck 11, Regal Hill, Tinley Estates at Carolina Plantations SW8 111212 • Ryker Trace Section I at Carolina Plantations SW8 100510 Great Neck I, Crown Park, The Burroughs at Carolina Plantations SW8 101 110 Monarch Meadow at Carolina Plantation Dear Mr. Sydes: On September 11, 2019, the Wilmington Regional Office of the Division of Energy, Mineral and Land Resources (DEMLR) was contacted by the HOA to check on the status of the maintenance items that were due on September 6, 2019. The DEMLR has not received notification that this has been addressed. Please find enclosed: 1. The May 6, 2019 letter containing the inspection detailing what needs to be done, 2. The July 16, 2019 email discussing the September 6, 2019 due date, and 3. The August 28, 2019 return letter also discussing the September 6, 2019 due date. Please inform this Office in writing before October _14- 2019, of the specific actions that will be undertaken and the time frame that will be required to correct the deficiencies, including an anticipated completion date. This due date corresponds with the recommended planting season Please act now so that you do not miss the window to adeauately crow veaetation. If this is not addressed, a Notice of Deficiency will be issued on Tuesday, October 15, 2019, which will begin the permit violation enforcement process. Failure to provide the requested information, or to respond to this letter with a plan of action, including a timeline to resolve the identified deficiencies, by October 14, 2019, are considered violations of the permit. If the requested information is not submitted to this office by the due date, then DEMLR staff will re -inspect the site and may issue a Notice of Violation. Please also note that any individual or entity found to be in noncompliance with the provisions of a stormwater management permit or the stormwater rules is subject to enforcement action as set forth in NCGS 143 Article 21, including the assessment of civil penalties of up to $25,000 per day. �� North Carolina Department of Environmentai Quality I Division of Energy, Mineral and Land Resources •/ Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405 NORTH GViOlYLI °�'•""�a"��0i4\ � 910.796.T115 If you have any questions, please contact me at the Wilmington Regional Office, telephone number (910)-796-7331 or via email at kelly.p.johnson@ncdenr.gov. Sincer ly, e y j nson Environ ekal Engineer Enclosure: 5/6/19 Letter 7/16/19 Email 8/28/19 Letter GDS\kpj: \\\Stormwater\Permits & Projects\201 1\110615 HD\2019 09 CD deficient 110615 \\\Stormwater\Permits & Projects\2012\120710 HD\2019 09 CEldeficient 120710 \\\Stormwater\Permits & Projects\2010\100714 HD\2019 09 CEldeficient 100714 \\\Stormwater\Permits & Projects\201 1\1 11212 FID\2019 09 CEI deficient 1 1 1212 \\\Stormwater\Permits & Projects\2010\100510 HD\2019 09 CEI deficient 100510 \\\Stormwater\Permits & Projects\2010\101 110 HD\2019 09 CEldeficient 101 110 CC: Cameron VanOrsdel (via email only, cameron@premiermanagementnc.com) Leah Quinn, (via email only, leahquirn@sydescommunities.com) Richard Muni, PLS, Parker & Associates (via email only, office@parker acksonville.com) WiRO Stormwater Permit File, SW8 110615 WiRO Stormwater Permit File, SW8 120710 WiRO Stormwater Permit File, SW8 100714 WiRO Stormwater Permit File, SW8 111212 WiRO Stormwater Permit File, SW8 100510 WiRO Stormwater Permit File, SW8 101110 ROY COOPED Governor MICHAEL S. REGAN Secretary S. DANIEL SMITH interim Director dIA d•', SL4Tf' o- 4 s� � tr NORTH CAROLINA Environmental Quality May 6, 2019 Carolina Plantation Development Corporation ATTN: Anthony Sydes, President PO Box 7122 Jacksonville, NC 28540 Subject: Notice of Inspection — Request for Additional Information SW8 110615 Bristol Heights of Carolina Plantations SW8 120710 Ryker Trace Section II at Carolina Plantations SW8 100714 Great Neck II, Regal Hill, Tinley Estates at Carolina Plantations SW8 111212 Ryker Trace Section I at Carolina Plantations SW8 100510 Great Neck I, Crown Park, The Burroughs at Carolina Plantations SW8 101110 Monarch Meadow at Carolina Plantation Onslow County Dear Mr. Sydes: After receiving State Stormwater Permit Transfer Applications for the subject projects on February 25, 2019, the Wilmington Regional Office of the Division of Energy, Mineral and Land Resources (DEMLR) inspected the subject projects on April 9, 2019, They are located in Carolina Plantation in Onslow County. 1. HOA Information Needed: The latest data for the HOA online with the NC Secretary of State is from 2011. Please submit the meeting minutes showing current HOA President's name and contact information. (The transfer applications were not signed by the incoming permittee, Carolina Plantations Owners Association. They are all signed by the current permittee, Anthony Sydes, the President of Carolina Plantation Development Corporation.) 2. Impervious Area per Lot: Each permit contains the following language, "The permittee is responsible for the routine monitoring of the project for compliance with the built -upon area limits, grading, and the storm drainage system established by this permit, the permit documents, the approved plans, and the recorded deed restrictions. " I understand that there was some confusion about the necessity of monitoringitracking the impervious area that has been constructed on each lot. Since there is not a spreadsheet tracking impervious area that has been constructed, we will have to identify an alternate path forward. Please determine the impervious area constructed on 10% of the homes (the larger horses) in each permit per county records or other means in order to demonstrate that the homes have been constructed within the appropriate allocations. Please submit a summary with your resubmittal. # Lots 10% SW8100510 356 36 SW8 100714 141 14 SW8101110 209 21 SW8110615 207 21 SW8 111212 96 10 SW8120710 45 5 North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources Q roam» cuiax�+ d Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405 �J A F-m-KP1Fw—'e°" a\ r 910,796,7215 State Stormwater Permit No. SW8 110615, SW8 120710, SW8 100714, SW8 111212, SW8 100510, and SW8 101110 Page 3 of 10 Attachment A - Permit Transfer, 5W8 110615 1. Most Recent Issue Date: 10/16/12, Plan Revision to reallocate BUA 2. Expiration Date: 819121 (No Extension per Legislature) 3. Session Law 2011-256: Transfer to HOAs a. 50% lots are sold to individuals? Yes b. Common area transferred to HOA? i. Please submit the common area deed showing that the HOA owns it (in Bristol Heights Section 1 B). ii. What is the bookipage number of the common area deeds for this permit? c. Permit is in compliance? i. File Review: 1. Deed Restrictions: a. Permit: i. Bristol Heights: 4,500sfllot ii. Bartlett Square: 3,379sfllot b. Recorded: Ail restrictions are recorded. (See the Excel file for book/page.) i. Bristol Heights: 4,500sflEot ii. Bartlett Square: 3,379sfllot 2. 0&M on File? Yes 3. PE Certification, Bristol Heights: a. On File? Yes b. Deviations? No c. Date: 1117113 d. After Most Recent Permit? Yes 4, PE Certification, Bartlett Square: Please submit the certification for Bartlett Square. a. On File? No b. Deviations? c. Date: d. After Most Recent Permit? - ii. BUAILot Summary: 1. Number of Lots in Permit: 207 2. Number of Lots in Summary: 207 (plus one common area) 3. Notes: The 10/16/12 Plan Revision was a single letter that did not list the number of lots. The previous version, 5/18112, listed 207 lots. 4. Field Inspection, 4/9119: a. BUA: i. Bristol Heights Section I: The built upon area appears to be consistent with the approved plan. ii. Bartlett Square: The built upon area appears to be consistent with the approved plan. b. SW Measures: i. Bristol Heights Sect I: 1. Three (3) additional catch basins have been installed near Lot 406/510 not shown on the approved plan. (digital files emaiied by the Engineer on 4115/2019 show the additional catch basins and pipes). Please address this discrepancy. (No Photo) 2. Rip rap apron at the outlet structure of the pond was not visible. Please ensure that the rip rap apron is installed appropriately. (See Photo) ii. Bartlett Square: 1. Stormwater structures are located per the approved plan. 2. Swales at the rear of the lots have not been installed or require slope maintenance (between Lots 6771678, between Lots 6401641, and between Lots 636/637). (See Photos) c. OEM: i. Bdstoi Heights Sect I: Please repair the slopes of swales at the rear of the lots. Please reinstall the rip rap apron at the outlet pipe and repair the erosion at the outlet pipe. ii. Bartlett Square: Measures appear to be maintained. State Stormwater Permit No. SW8 110615, SW8 120710, SW8 100714, SW8 111212, SW8 100510, and SW8 101110 Page 4 of 10 Attachment B - Permit Transfer, SW8120710 1. Most Recent Issue Date: 12/3114 2. Expiration Date: 10/20/10 (No Extension per Legislature) 3. Session Law 2011-256: Transfer to HOAs a. 50°% lots are sold to individuals? Yes b. Common area transferred to HOA? i. Please submit the common area deed showing that the HOA owns it (in Ryker Trace Section II). ii. What is the book/page number of the common area deeds for this permit? c. Permit is in compliance? i. File Review: 1. Deed Restrictions: a. Permit: 3,500sf1Lot b. Recorded: 1. Please submit the recorded deed restrictions. ii. Please submit the data shaded in yellow in the Excel file. 2. 0&M on File: Yes 3. PE Certification: a. On File? Yes b. Deviations? No c. Date: 5122/17 d. After Most Recent Permit? Yes ii. BUAILot Summary 1. Number of Lots in Permit: 45 2. Number of Lots in Summary: 45 (plus one common area lot) 4. Field Inspection, 419119: a. BUA: The built upon area appears to be consistent with the approved plan. b. SW Measures: The rip rap apron and the trapezoidal swale at the outlet of the stormwater pond is absent or requires maintenance. The eastern inlet pipe is not visible and the slopes near the inlet pipe location have failed. c. 0&M: The rip rap apron and trapezoidal swale at the outlet pipe of the stormwater pond require maintenance. Please repair slopes to provide an outlet for the eastern inlet pipe of the stormwater pond. State Stormwater -Permit No. SW8 110615, SW8 120710, SW8 100714, SW8 111212, SW8 100510, and SW8 101110 Page 5 of 10 Attachment C - Permit Transfer, SW8100714 1. Most Recent Issue Date: 215115 2. Expiration Date: 12/31/21 (Extension Previously Granted) 3. Session Law 2011-256: Transfer to HOAs a. 50% lots are sold to individuals? Yes b. Common area transferred to HOA? i. Please submit the common area deeds showing that the HOA owns them. ii. What are the book/page numbers of the following common area deeds for this permit? 1. Common area, Great Neck Sec2A: 2. Common area, Great Neck Sec2B (Deed #1): 3. Common area, Great Neck Sec2B (Deed #2): 4. Common area, Regal Hill: 5. Common area, Tinley (Deed #1): 6. Common area, Tinley (Deed #2): c. Permit is in compliance? i. File Review: 1. Deed Restrictions: The permit lists "Great Neck Section II", but it appears that it should have been "Great Neck Section 1113". Please confirm. if this is the case, I will issue a correction with the transfer. a. Permit: i. Great Neck Section II (Lots 142-231): 4,500 sf; (90 lots) ii. Regal Hill (Lots 247-274): 3,500 sf; (28 lots) iii. Tinley Estates (Lots 1-23): 4,500 sf (23 lots) b. Recorded: Great Neck Section 11 was included in the summary, but it does not appear to have been included in the permit. Please clarify which permit Section IIA is permitted under. i. Great Neck Section 11 1. Section IIA (Lots 166-199): 4,500sf (34 lots) 2. Section IIB (Lots 142-231): 4,500sf (90 lots) ii. Regal Hill (Lots 247-274): 3,500 sf; (28 lots) iii. Tinley Estates (Lots 1-23): Please submit these restrictions. 2. O&M on file: Yes 3. PE Certifications: Both certifications were completed in 2014. But, the permit was modified in 2015. That modification does not appear to have changed the design of the systems. However, both certifications have the item, "The drainage area to the system contains no more than the permitted amount of built -upon area." This element of the certification was changed in 2015. Please submit the updated certifications. a. Two Wet Pond i. On File? Yes ii. Deviations? No iii. Date: 9/17/14 iv. After Most Recent Permit? No b. One Stormwater Wetland i. On File? Yes ii. Deviations? No iii. Date: 11114/14 iv. After Most Recent Permit? No ii. BUAILot Summary 1. Number of Lots in Permit: 141 2. Number of Lots in Summary: 141 (plus six common areas) State Stormwater Permit No. SW8 110615, SW8 120710, SW8 100714, SW8 111212, SW8 100510, and SW8 101110 Page 6 of 10 4. Field Inspection, 419/19: a. BUA: i. Great Neck Section II: The built upon area appears to be consistent with the approved plan. ii. Regal Hill: The built upon area appears to be consistent with the approved plan. iii. Tinley Estates: The built upon area appears to be consistent with the approved plan. b. SW Measures: i. Great Neck Section Il: Additional catch basins and pipes have been installed not shown on the .approved plan. (Digital files emailed by the Engineer on 411512019 show the additional catch basins and pipes). Please address this discrepancy. iii. Regal Hill: The stormwater measures appear to be constructed in accordance with the approved plans. iii. Tinley Estates: The stormwater measures appear to be constructed in accordance with the approved plans. C. O&M: is Great Neck Section II: A large hole has formed next to the manhole over near the stormwater wetlands. The outlet structures of wet detention basin #1 and 92 lack riprap aprons and require repairs. The orifice of the stormwater wetlands appear to be clogged and the wetland vegetation is absent in some areas. Please maintain these items. ii. Regal Hill: Measures appear to be maintained. iii. Tinley Estates: Measures appear to be maintained. State Stormwater Permit No. SW8 110615, SW8 120710, SW8 100714, SW8 111212, SW8 100510, and SW8 101110 Page 7 of 10 Attachment D • Permit Transfer, SW8111212 1. Most Recent Issue Date: 4/23/12 2. Expiration Date: 4/23/2020 (No Extension per Legislature) 3. Session Law 2011-256: Transfer to HOAs a. 50% lots are sold to individuals? Yes b. Common area transferred to HOA? I. Please submit the common area deed showing that the HOA owns it. ii. What is the book/page number of the common area deed for the common area in Ryker Trace Section IC? c. Permit is in compliance? i. File Review: 1. Deed Restrictions: a. In Permit: I. Ryker Trace 1A: 3,500sf ii. RykerTrace 1B: 3,500sf iii. RykerTrace 1C: 3,500sf b. Recorded: i. RykerTrace 1A: 3,500sf ii. RykerTrace1B: 3,500sf iii. Ryker Trace 1 C: 1. Please submit the deed restrictions. 2. Please provide the data shaded in purple in the Excel file. 2. 0&M on file: Yes 3. PE Certification: There are two certifications on file. One is for the wetland. The other is for "Ryker Trace, Section I at Carolina Plantations" (which does not specify that it is for the wet pond). Please verify that the 4/8113 certification was for the wet pond. a. Stormwater Wetland i. On File? Yes ii. Deviations? No iii. Date: 4125/13 iv. After Most Recent Permit? Yes b. Wet Pond i. On File? Yes (need clarify) ii. Deviations? No iii. Date: 418113 iv. After Most Recent Permit? Yes ii. BUA1Lot Summary 1. Number of Lots in Permit: 96 2. Number of Lots in Summary: a. Should be 96 b. Lots were omitted from the original Excel files. Emailed engineer 4/30/19. 4, Field Inspection, 419119: a. Bt1A: The built upon area appears to be consistent with the approved plan. b. SW Measures: Please address the following issues: i. The Swale leading to the stormwater wetlands has not been constructed properly and water is being diverted from the wetlands to the existing stream. ii. The stormwater wetlands lack deep pools and vegetation. iii. The stormwater wetland's orifice appears to be clogged. c. 0&M: Please address the following issues: i. The swale and stormwater wetlands require maintenance. ii. Maintain the swale at the rear of Lots 7351736. State Storrnwater Permit No. SW8 110615, SW8 120710, SW8 100714, SW8 111212, SW8 100510, and SW8 101110 Page 8 of 10 Attachment E - Permit Transfer, SW8100510 1. Most Recent Issue Date: PR 1115l13 2. Expiration Date: 6/21120 (Extension Previously Granted) 3. Session Law 2011-256: Transfer to HOAs a. 50% lots are sold to individuals? Yes b. Common area transferred to HOA? i. Please submit the common area deeds showing that the HOA owns them. ii. What are the book/page numbers of the following common area deeds for this permit? 1. Burroughs Section 2A: 2. Burroughs Section 2B: 3. Great Neck Section 1 (Deed #1): 4. Great Neck Section 1 (Deed #2): 5. Great Neck Section 1 (Deed #3): 6. Great Neck Section 1 (Deed #4): c. Permit is in compliance? i. File Review: 1. Deed Restrictions: a. In Permit: L Crown Park: 3,500sf (103 lots) ii. Great Neck Section I: 4,500sf (38 lots) iii. Bentley Park: 10,000sf (16 lots) b. Recorded: There are several recorded covenants on file. However, I cannot line them up to the permitted lots. For instance, I have "Crown Park Section III", "The Burroughs, Section iB", "The Burroughs at Carolina Plantations", "The Burroughs, Section 1A", "Great Neck", and a variety of other titles that do not match the section names in the permit. Also, the permit shows that there are 157 lots in the permit. But, the summary indicates 362 lots. Please address this discrepancy by providing: i. Clarification on the recorded restrictions ii. The data in green in the Excel file. Row Lab eb swa 100510 1 Bentle ark Secl BentleyPark Sec2 Burroughs S1A Burroughs SIB Burroughs SIC Burroughs S2A Burroughs S2B CrownPark Secl CrownPark Sec2 CrownPark Se-c3 GreatNeck Secl 2. O&M on file: Yes X Count of OBJEC71D 362 11 2 54 18 72 25 35 26 59 18 42 State Stormwater Permit No. SW8 110615, SW8 120710, SW8 100714, SW8 111212, SW8 100510, and SW8 101110 Page 9 of 10 3. PE Certification: a. Pond 1: The certification was completed in 2113/12. But, the permit was modified in 2013. That modification does not appear to have changed the design of the systems. However, the certification has the item, "The drainage area to the system contains no more than the permitted amount of built -upon area." This element of the certification was changed in 2013. Please submit the updated certification. i. On File? Yes ii. Deviations? Project Area Not Fully Constructed iii. Date: 2113/12 iv, After Most Recent Permit? No b. Pond 2 i. On File? Yes ii. Deviations? No iii. Date: 5/21 /13 iv. After Most Recent Permit? Yes c. Ponds 3 & 4 i. On File? Yes ii. Deviations? No iii. Date: 11/19/13 iv. After Most Recent Permit? Yes ii. BUAILot Summary: Please address this discrepancy. 1. Number of Lots in Permit: 157 Lots Total 2. Number of Lots in Summary: 356 (plus 6 common area lots) 4. Field Inspection, 419/19: a. BUA: i. Great Neck Sect I: the built upon area appears to be consistent with the approved plan. ii. Crown Park: the built upon area appears to be consistent with the approved plan. iii. Bentley Park: the built upon area appears to be consistent with the approved plan. iv. The Burroughs Sect. I: the built upon area appears to be consistent with the approved plan v. Office at Carolina Plantation: the built upon area appears to be consistent with the approved plan. b. SW Measures.- Please address the following issues: i. Great Neck Sect. 1: Repair the level spreader and vegetated filter at the outlet structure of stormwater detention pond #2. Repair the level spreader and vegetated filter at the outlet structure of stormwater detention pond #1. Repair erosion adjacent to the wetlands and stream at both outlets. The portion of flume is blocked near CB #29. CB #24 has second CB. CB#9 has second CB. CB#8 has second CB. ii. Crown Park: Repair the scour hole flow spreader at the end of the outlet pipe of stormwater detention pond #3. iii. Burroughs Sect. I: Repair the rock hole flow spreader, vegetated filter and rock check dam at the outlet structure of stormwater detention pond, Repair the existing dislodged corrugated metal pipe within the stream. Remove sediment from stream and repair erosive slopes. iv. Carolina Plantation Office Building: a pipe and curb outlet on the north side of the parking lot leading stormwater detention pond #3 has been constructed and are not shown on the approved plan. c. OW Please address the following issues: i. Great Neck Section I: Repair the level spreader and vegetated filter at the outlet structure of stormwater detention pond #2. Repair the level spreader and vegetated filter at the outlet structure of stormwater detention pond #1. Repair erosion at the wetlands and stream near both of the failed outlet structures. 6. Crown Park: Repair scour hale flow spreader at the outlet pipe of stormwater detention pond #3. iii. Burroughs Sect is Repair the rock hole flow spreader, vegetated filter and rock check dam at the outlet structure of the stormwater detention pond. Repair the existing dislodged corrugated metal pipe within the stream. Remove sediment from the stream and repair erosive slopes. State Stormwater Permit No. SW8 110615, SW8 120710, SW8 100714, SW8 111212, SW8 100510, and SW8 101110 Page 10 of 10 Attachment F -Permit Transfer, SW8101110 1. Most Recent Issue Date: 6127111 PR to reallocate 2. Expiration Date: 12/8/2020 in Permit, Need to Extend to 6/1812 3. Transfers: a. Session Law 2011-256: Transfer to HOAs i. 50% lots are sold to individuals? Yes b. Common area transferred to HOA? 1. Please submit the common area deeds showing that the HOA owns them. ii. What are the book/page numbers of the following common area deeds for this permit? 1. Monarch Meadows Section 1A 2. Monarch Meadows Section 26 c. Permit is in compliance? i. Permit Correction Needed: The permit was originally written in 2010. That permit said, "The subdivision is permitted for 130 lots (current section) and 81 lots (future section), each allowed a maximum of 3,500 square feet of built -upon area." It was modified in 2011 to show, "the final layout and built -upon -area allocation for Section II of the approved Monarch Meadow plan." The 2011 Plan Revision was a single cover letter. It did not update the permit text; however, it should have done so in order to clarify that the deed restrictions from the 2010 "future section" became "Section 11" in 2011. 1 will clarify this in the permit when it is transferred. ii. File Review: 1. Deed Restrictions: a. Permit i. Monarch Meadow Section 1: 3,500sf (130 lots) ii. Monarch Meadow Section 2: 3,500sf (81 lots) b. Recorded: i. Monarch Meadow Section 1A: 3,500sf (46 lots) ii. Monarch Meadow Section 1 B: 3,500sf (45 lots) iii. Monarch Meadow Section 1C: 3,500sf (39 lots) iv. Monarch Meadow Section 2A: 3,500sf (44 lots) v. Monarch Meadow Section 213: 1. Please submit these restrictions. 2. Please submit the data shaded blue in the spreadsheet. 2. 0&M on file: Yes 3. PE Certification: a. On File? Yes b. Deviations? Yes c. Date: 11/7113 d. After Most Recent Permit? Yes iii. BUA/Lot Summary 1. Number of Lots in Permit: 209 2. Number of Lots in Summary: 209 (plus two common area lots) 4. Field Inspection, 419/19: a. BUA: The built upon area appears to be consistent with the approved plan. b. SW Measures: 'lease address the following issues: i. The swales along the rear of the lots appear to be absent or in need of maintenance. ii. The yard inlet at junction of pipes B8, B7 and B12 has failed and sinkhole has formed. iii. The rip rap apron at the outlet pipe of the stormwater detention pond is absent or in need of maintenance. c. 0&M: Please address the following issues: i. The swales and riprap apron require maintenance. ii. Repair yard inlet at the junction of pipes B7, B8 and B12, fill sink hole and provide vegetative cover. Johnson, Kelly From: Johnson, Kelly Sent: Tuesday, July 16, 2019 8:47 AM To: office@parkerjacksonville.com Cc: leahquinn@sydescommunities.com; Tony Sydes (asydes4851 @gmail.com) Subject: FW: [External] Carolina Plantations Stormwater Transfer (SW8 110615, SW8 100714, SW8 120710, SW8 111212, SW8 100510, SW8 101110) Rick, - I received a large package yesterday that looks like it is a single submittal for six permit actions, but this is not a complete package? Below, I have re -Formatted the list of items in your previous email to organize each item per permit. The blue items were received. The red items were not received. (And, FYI, the green items were received but are not needed. We do not need copies of documents that DEMLR has previously approved.) I have not gone through the package to compare what was received to the May 6th additional information request letter. If items requested in that letter were not received, please ensure that everything is submitted, For instance: 1. There are several permits that needed revised plan sheets to show the revised configuration, but no plan sheets were submitted. 2. For SW8 100714, please clarify which permit Section IIA is permitted under. 3. For SW8 111212, there was a discrepancy in the number of lots in the Excel file provided v/s the permit. 4. For SW8 100510, there were additional discrepancies. 5. There maybe more instances. I only spot-checked the submittal. ease consider this a second request for additional information and A become complete after that, I will unfortunately have to return the transfer application packages. In the future it would be helpful to receive a separate package for each permit because they are all filed separately. In cases like this we typically receive a single package, but binder -clipped sections labefed with which items go with which permit. Thanks, Kelly Minor Modification Applications Submitted: a. SW8 110615: Bristol Heights of Carolina Plantations i. Minor Niodification Application for SW8-1 10615 — Received but need original signature ii. Certification (this wasn't on the list below, but it was received) iii. Carolina Plantations H.O.A. Meeting Minutes iv. :approved Name Change for Permit 4SW8-1 10615 b. _SW8 100714: Great Neck II, Regal Hill, Tinley Estates at Carolina Plantations i. Minor ytodification Application for SW8-100714 ii. Common Area Deed for Regal Hill/Tinley Estates (SW8-100714) iii. Restrictive Covenant Affidavit for SW8-100714 iv. Certification (this wasn't on the list below, but it was received) v. Amendment to Declarations for Great Neck II/Regal Hill (SW8-100714) vi. Carolina Plantations H.O.A_ Meeting lvlinutes Additional Information R uest Responses a. SW8 120710 Ryker Trace Section H at Carolina Plantations i. Common Area Deed for Ryker Trace I (SW8-120710) ii. Carolina Plantations H.O.A. Meeting Minutes b_ SW8 111212 _Ryker Trace Section I at Carolina Plantations i. Common Area Deed for Ryker Trace Section I (SW8-1 l 12121) ii. Stormwater Wetland Swale Narrative for Ryker Trace, Section I (SW8-1 1 1212) iii. Final Stormwater Certification for Ryker Trace I (SW8-1 1 1212) iv. Carolina Plantations H.O.A. Meeting Minutes c. SW8 100510 Great Neck I, Crown Park, The Burroughs at Carolina Plantations i. Common Area Deed for Crown Park (SW8-100510) ii. Common Area Deed for Crown Park/Burroughs (SW8-100510) iii. Common Area Deed for The Burroughs I (SW8-100510) iv. Certification (this wasn't on the list below, but it was received) v. Carolina Plantations H.O.A_ Meeting Minutes vi. approved Plan Revision for SW8-100510 vii. Approved Plan Revision and Extension for SW8-1W 10 d_ SW8 101110 Monarch Meadow at Carolina Plantation i. Certification (this wasn't on the list below, but it was received) ii. Carolina Plantations H.O.A. Meeting Minutes 3. Which permits do the_foliowina items support?: a. Common Area Deed for The Burroughs 11 A&B — This wasn't in the package b. Common Area Deed Book 4397. Page 895 for Great Neck 1. Regal Hill, Great Neck II -A. Monarch Meadow 1-A. Great Neck 11-B. Bristol Heights I-B, Carolina Plantations Commercial Tract, Ryker Trace 11, Tinley Estates and Burroughs I I -A. —This wasn't in the package c. Restrictive Covenants Deed Book 3435, Page 457 for the above referenced sections. — This is a 50-page document. If there are relevant portions per permit please list the page numbers per permit that are applicable. d. Amendment to Restrictive Covenants Deed Book 3490, page 915 for the above referenced sections. From: Johnson, Kelly Sent: Thursday, July 11, 2019 11:17 AM To: office@parkerjacksonville.com Subject: RE: [External] Carolina Plantations Stormwater Transfer Have the hard copies been mailed? I haven't seen them yet. Thanks, Kelly From: Rick Muni fmailto:office@parkerlacksonville.com Sent: Thursday, July 4, 2019 9:54 AM To: Johnson, Kelly <kelly.p.johnson@ncdenr.gov>; Snider, Holley <holley.snider@ncdenr.gov>; Scott, Georgette <georgette.scott@ ncdenr.gov> Subject: [External] Carolina Plantations Stormwater Transfer Ms. Johnson, In response to your request for additional information dated June 7, 2019, we submit the following: 1) Carolina Plantations H.O.A. Meeting Minutes 2) Approved Name Change for Permit #SW8-110615 3) Minor Modification Application for SW8-110615 4) Common Area Deed for Ryker Trace [I (SW8-120710) 5) Cornmon Area Deed for Regal Hill/Tinley Estates (SW8-100714) 6) Restrictive Covenant Affidavit for SW8-100714 7) Amendment to Declarations for Great Neck H/Regal Hill (SW8-100714) 8) Minor Modification Application for SW8-100714 9) Common Area Deed for Ryker Trace Section I (SW8-111212) 10) Stormwater Wetland Swale Narrative for Ryker Trace, Section I (SW8-111212) 11) Final Stormwater Certification for Ryker Trace I (SW8-111212) 12) Common Area Deed for Crown Park (SW8-100510) 13) Common Area Deed for Crown Park/Burroughs (SW8-100510) 14) Approved Plan Revision and Extension for SW8-100510 15) Common Area Deed for The Burroughs I (SW8-100510) 16) Approved Plan Revision for SW8-100510 17) Common Area Deed for The Burroughs 11 A&B 18). Common Area Deed Book 4397, Page 895 for Great Neck I, Regal Hill, Great Neck II -A, Monarch Meadow I -A, Great Neck 11-13, Bristol Heights I-B, Carolina Plantations Commercial Tract, Ryker Trace Il, Tinley Estates and Burroughs [I -A. 19) Restrictive Covenants Deed Book 3435, Page 457 for the above referenced sections. 20) Amendment to Restrictive Covenants Deed Book 3490, page 915 for the above referenced sections. Please review the enclosed information. Hard copies will follow as required. Thanks. Richard C. Muni, P.L.S. / dih Parker & Associates, l[iuc Jacksonville NC, 28540 Firm License Number F-0108 910-455-2414 - Office 3 ParkerJacksonville. com virus -free. www.avast.com ROY COOPER Governor MICHAEL S. PEGAN Secretary S. DANIEL SMITH Director August 28, 2019 NORTH CAROLINA Environmental Quality Carolina Plantation Development Corporation ATTN: Anthony Sydes, President PO Box 7122 Jacksonville, NC 28540 Subject: PROJECT RETUR-N SW8 120710 Ryker Trace Section U at Carolina Plantations SW8 l 1 1212 Ryker Trace Section I at Carolina Plantations SW8 100510 Great Neck I, Crown Park, The Burroughs at Carolina Plantations SW8 101110 Monarch Meadow at Carolina Plantation Onslow County Dear Mr. Svdes: The Wilmington Regional Office received and accepted State Stormwater Management Transfer Permit Applications for the subject projects on February 25, 2019 and requested additional information on May 6, 2019. A partial response was received on July 4, 2019. On July 16, 2019, I sent a second request for additional information requesting both a complete response and collated responses with data organized Per permit so that it could understand which items were submitted for each of the four permits. On August I, 2019 we received another submittal which was also incomplete and not collated per permit. We discussed the situation via email and over the phone with your consultant on several occasions in August, and eventually set August 27, 2019 as the final response date. Unfortunately, complete responses have not been received. The permits transfers cannot be issued for the projects as proposed. Per the requirements of Title 15A NCAC 02H .1045(4)(a)(ii) of the Stormwater Management Rules, this Office is hereby returning the subject application as incomplete. The four (4) $505.00 application fees have been forfeited and new fees will need to be provided if you choose to resubmit these applications in the future. Maintenance and Resubmittai: 1. #1v! h enance:7Please'1 Resubmittal: a. Minor Modification: Please apply for minor modifications for any applicable projects to correct the items discussed in the May 6ffi letter. Modifications need to be processed before permit transfers. Modifications must also have an original signature per 15A NCAC 02H .1040(1) as opposed to a photocopy or emailed copy. (7f you determine that a major modification is needed in lieu of a minor modification as you address the May 6th letter, then please submit the full major modification package including the fee.) b. May 6, 2019 Letter: After obtaining the necessary modifications, please address the items in the May 6, 2019 letter in your transfer resubmittals. c. Collated Submittal: In order to clarify which documents submitted are for each of the four permits, please collate the submittals such that they can be put directly into four different folders. This will ensure that I review the intended items for each permit. For instance, when we receive a package with a single roil of plans that do not have permit numbers on there. I cannot ensure that I have everything that you intended to be reviewed for that permit. Similarly, if there is a single stack of deed restrictions that are not labeled per permit I cannot determine which documents were intended for each file. We will not be able to accept incoming packages that are not collated per permit. North Carolina Department of Environmental Quality 1 Division of Energy, Mineral and Land Resources ,ORTn CAAOU rn e Wilmington Regional Office 1 127 Cardinal Drive Extension E Wilmington, North Carolina 28405 910.7963215 d. Plans: The plans must be sued, dated, sealed, and to scale. Please submit two copies [15A NCAC 02H.1042(2)(g), .1042(2)(h), .1042(2)(1), .1042(2)(m), and .1050(16)] If you.wish to pursue construction of this proposed project, you must reapply for a permit to the Division - Your application package must include a completed and signed application form; supplement form; signed O&M agreement; application fee; signed, sealed and dated calculations; and 2 sets of signed, sealed and dated site layout and grading plans with details. Please note that the most recent permits for each project remain in full force and effect. Please be aware that the construction of any changes to the originally approved and permitted plans prior to the receipt of a modified permit is a violation of NCGS 143-215.1 and is subject to enforcement action pursuant to NCGS 143-215.6A. If you have any questions concerning this matter, please contact Kelly Johnson at (910) 796-7215 or via e-mail at kelly.p.johnson@ncdenr.gov. S inceryely, S. Daniel Smith, Director Division of Energy, Mineral and Land Resources GDS/kpj: 111StormwaterlPermits & Projects120121120710 HD12019 08 return_project 120710 WStormwaterTermits & Projects1201 111 11212 HD12019 08__ return —project 111212 WStormwaterTermits & Projects120101100510 HD12019 08 return_project 100510 WStormwaterTermits & Projects120101101110 HD12019 08_ return_project 101110 cc: Richard_ Muni, PLS, Parker & Associates PO Box 976, Jacksonville, NC 28541-0976 Building Inspector, Onslow County Building Inspections Onslow County Engineering WiRO Stormwater Permit File, SW8 120710 WiRO Stormwater Permit File, SW8 111212 WiRO Stormwater Permit File, SW8 100510 WiRO Stormwater Permit File, SW8 101110 ROY COOPER Governor MICHAEL S. REGAN Secretary S. DANIEL SMITH Director August 28, 2019 NORTH CAROLINA Environmental Quality Carolina Plantation Development Corporation ATTNN: Anthony Svdes, President PO Box 7122 J Jacksonville_ \1C 28540 Subject: PROJECT RETURIN SW8 120710 Rvker Trace Section II at Carolina Plantations SW8 l 1 1212 Rvker Trace Section 1 at Carolina Plantations SW8 100510 Great Neck 1, Crown Park; The Burroughs at Carolina Plantations SW8 lOil 10 Monarch Meadow at Carolina Plantation Onslow County Dear Mr. Sydes: The Wilmington Regional Office received and accepted State Stormwater Management Transfer Pennit Applications for the subject projects on February 25, 2019 and requested additional information on May 6, 2019. A partial response was received on July 4, 2019. On July 16, 2019, 1 sent a second request for additional information requesting both a complete response and collated responses with data organized per permit so that it could understand which items were submitted for each of the four permits. On August, I, 2019 we received another submittal which was also incomplete and not collated per permit. We discussed the situation via email and over the phone with your consultant on several occasions in August, and eventually set August 27, 2019 as the final response date. unfortunately, complete responses have not been received. The permits transfers cannot be issued for the projects as proposed. Per the requirements of Title 15A NCAC 02H .1045(4)(a)(11) of the Stormwater Management Rules, this Office is hereby returning the subject application as incomplete. The four (4) $505.00 application fees have been forfeited and new fees will need to be provided if you choose to resubmit these applications in the future. Maintenance and Resubmittai: 1. Maintenance: Please be reminded that the maintenance issues raised in the May 6, 2019 letter are due on September 6, 2019 as discussed in the Julv 16, 2019 email. Resubmittal: a. Minor Modification: Please apply for minor modifications for any applicable projects to correct the items discussed in the May 6' letter. Modifications need to be processed before permit transfers. Modifications must also have an original signature per 1 5A NCAC 02H .1040(1) as opposed to a photocopy or emailed copy. (Ifyoi! determine that a major modification is needed in lieu of a minor modification as you address the May 6"' letter, then please suhinit the full major modification package including the fee.) b. May 6, 20] 9 Letter: After obtaining the necessary modifications, please address the items in the May 6, 2019 letter in your transfer resubmittals. Collated Submittal: In order to clarify which documents submitted are for each of the four permits, please collate the submittals such that they can be put directly into four different folders. This will ensure that I review the intended items for each permit. For instance, when we receive a package with a single roll of plans that do not have permit numbers on them I cannot ensure that I have everything that you intended to be reviewed for that permit. Similarly, if there is a single stack of deed restrictions that are not labeled per permit I cannot determine which documents were intended for each file. We will not be able to accept incoming packages that are not collated per permit. e North Carolina Department ofEnvironmental Quality I Division of Energy, Mineral and Land Resources / Wilmington Regional Office 1 IZ7 Cardinal Drive Extension I Wilmington, North Carolina 28405 IJ(1FiSH CNRJLR'N 910.796.7215 Plans: The plans must be signed, dated, sealed, and to scale. Please submit two copies [I5A NCAC 02H. 1 042(2)(g), .1042(2)(h), _I042(2)(i), .1042(2)(m), and .1050(16)] If vou.wish to pursue construction of this proposed project, you must reapply for a permit to the Division. Your application package must include a completed and signed application form; supplement form; signed O&M agreement; application fee; signed, sealed and dated calculations; and 2 sets of signed; sealed and dated site layout and grading plans with details_ Please note that the most recent permits for each project remain in full force and effect. Please be aware that the construction of anv changes to the originally approved and permitted plans prior to the receipt of a modified permit is a violation ofNCGS 143-215.1 and is subject to enforcement action pursuant to NCGS i43-215.6A. If you have any questions concerning this matter, please contact Kelly Johnson at (910) 796-7215 or via e-mail at kelly.p.johnson@ncdenr.gov. Since elY; i S. Daniel Smith. Director Division of Energy, Mineral and Land Resources GDS/kpj: %StormwaterTermits & Projects120121120710 HD12019 08 return_project 120710 m A\\Stormwater\Perits 8 Projects1201 I\1 1 1212 4D12019 08_ retumproject 1 1 1212 %StorTnwvaterTernnits R Projects120101100510 HD12019 08 retumproject 100510 %Stormwater-Termits R ProjectA20I0\101 1 10 I-1.D12019 08_ rerurn_project 101 1 10 cc: Richard Muni. PLS. Parker R. Associates PO Boh 976, Jacksonville, NC 28541-0976 Building Inspector, Onslow County Building Inspections Onslow County Engineering WiRO SCorMWater Permit File, SW8 120710 WiRO Stormwater Permit File, SW8 1 1 1212 WiRO Stormwater Permit File, SW8 100510 WiRO Stormwater Permit File, S W8 101 1 10