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Home My WebLink About11_NCS000559_Sediment Inspection Example_20220512TOWN OF CLAYTON Public Services — Engineering Division 111 E. Second St., P.O. Box 879 Clayton, NC 27528 Phone: 919-553-5002 EROSION CONTROL INSPECTION REPORT Inspection Information Fax:919-553-1720 Date: Type of Inspection Construction Stage 3/31 /22 ❑ Initial Inspection ❑ Pre -Construction Date of Inspection: 3/30/22 ❑X Routine Site Inspection ❑X Initial Grading Inspection by: Kevin Watson ❑ On -Site Meeting ❑X Infrastructure ❑ Progress Inspection ❑ Temp Site Stabilization Others Present: Susan Locklear, TOC ❑ Final Inspection ❑ Vertical Thad Valentine, NCDEMLR, Lauren Garcia, NCDEMLR, Julie Coco, NCDEQ, Joshua ❑ Plat Inspection ❑ Final Site Stabilization Baird, TOC, Jonathan Jacobs, TOC ❑ Spot Check Inspection ❑ Complaint Inspection Photos: ❑X Yes: ❑ No Weather and Site Conditions: Cloudy, 65 degrees Development/Owner Information Project Name: Camel Street Townhomes Project Number: County: 19-094-C TOC: 21-90008 Project Location: This Report Sent To: Camel Street Townhomes Email: mitch.t.murphyggmail.com accountinggglenwoodhomes.com nick e hearthpointe.com nick.larson providence.construction ❑X File Copy Land Owner of Record: Person Financially Responsible for Land Disturbing Glenwood Homes, LLC Activity: ❑X Same as owner 9220 Fairbanks Dr., Suite 120 Raleigh, NC 27613 1. Is site currently under a notice of violation? ❑ Yes ❑X No 2. Potential National Pollutant Discharge Elimination System (NPDES) Violation? ❑X Yes ❑ No If yes, see section 7. 3. Has sedimentation damage occurred since last inspection? ❑ Yes ❑X No If yes, where? (Check all that apply) ❑X Lake/Natural watercourse on the tract. Revised 10/1/2020 ❑ Lake/Watercourse off the tract. ❑X Riparian Buffered Area ❑ Other: 4. Is the site in compliance with the Town's Soil Erosion and Sedimentation Control Ordinance? ❑ Yes ❑X No If no, see section 5. 5. Violations: ❑ 5a. No approved plan, Chapter 156; ❑ 5h. Inadequate buffer zone, Chapter 156; 156.103(3) and Article 2; 156.217 156.104(1) ❑ 5b. Failure to follow approved plan, ❑ 5i. Graded cut and fill slopes too steep, Chapter 156; 156.104(7) Chapter 156; 156.104(2) ❑ 5c. Failure to submit revised plan, Chapter ❑X 5j. Unprotected exposed slopes, Chapter 156 Article 2; 156.215 156; 156.104(2) ❑X 5d. Failure to provide adequate ground ❑X 5k. Failure to install and/or maintain cover, Chapter 156; 156.104(4) measures, Chapter 156 Article 9; 156.900 ❑X 5e. Insufficient measures to retain ❑ 51. Failure to conduct and record self - sediment on site, Chapter 156; 156.103(4); inspections, Chapter 156 Article 3; 156.300 Article 4; 156.400(5) ❑ 5f. Failure to take additional protective ❑ 5m. Unacceptable fill material, Chapter measures, Chapter 156 Article 9; 156.901 156; 156.104(3) ❑ 5g. Failure to have approved plan onsite, ❑X 5n. Other (describe) Chapter 156 Article 2; 156.214 Rain gauge broken and self inspection reports incomplete. 6. Comments: Inspection conducted during MS4 stormwater permit audit by the State of North Carolina. Multiple items for correction, see below. 7. Corrective Actions: Re -inspection will occur in 7 days to ensure items are repaired. A- Rear perimeter silt fence/silt fence outlets need cleaning, maintenance, fresh stone, and/or repairs. Some outlets on East portion of site were recently refreshed. Silt fence outlets should have washed stone on the hardware cloth to filter the water, straw hay bales should not be used. Several areas of off -site sediment on the East and West ends of the site have occurred into the buffer and directly in the creek. These should have been caught on your self inspections and reported to the State DEQ/DEMLR staff. Coordinate clean-up of lost sediment into the buffer and creek using low impact methods. B- FES 3 on the East side of site needs to have rip rap pad and plunge pool installed per the approved plan. What's in place has eroded out. Ensure pipe/FES were installed at the right elevation. Slope is real steep and not ideal for proper rip rap dissipater and plunge pool installation. C- Drop inlet protection needs to be in place on all inlets installed. Some are missing or full of sediment and needing cleaning out with fresh stone. D- Diversion ditches going into basins need to be cleaned out and stabilized to maintain positive flow into basins. Revised 10/1/2020 Page 2 of 13 E- Ground cover needed immediately on East portion of the project where no grading activity currently in place. F- Both sediment basins need to be mucked out and baffled chambers restored so they can hold designed capacities. G- Rain gauge on inspection box was broken and self inspection reports were incomplete. More info besides rain totals should be recorded in those. 8. Photos: Diversion eroded/unstable Inlet protection needs maintenance Diversion eroded/unstable Dissipater/plunge pool maintenance FES 3 Revised 10/1/2020 Page 3 of 13 Washed stone instead of straw bales Muck out basin/restore baffles Dissipater/plunge pool maintenance FES 3 Silt fence outlet repair/sediment loss NE Revised 10/1/2020 Page 4 of 13 Silt fence maintenance/sediment loss Revised 10/1/2020 Page 5 of 13 W 4hr' @$'�B r r r+�• 1, er r9`-, s c+* Silt fence maintenance/sediment loss Revised 10/1/2020 Page 6 of 13 j r _ MMI 9 � Silt fence/silt fence outlet maintenance/offsite sediment Revised 10/1/2020 Page 7 of 13 Offsite sediment in the buffer and creek Revised 10/1/2020 Page 8 of 13 Silt fence outlet repaired but off site sediment not cleaned Off site sediment in the buffer Revised 10/1/2020 Page 9 of 13 Silt fence outlet repaired but off site sediment not cleaned Muck out basin/restore baffles Revised 10/1/2020 Diversion eroded/not stable Silt fence outlet maintenance/off site sediment Revised 10/1/2020 Page 11 of 13 Silt fence outlet maintenance/off site sediment Inlet protection needed Revised 10/1/2020 Page 12 of 13 TIYL( CENTI- MrENS 12- — 11-= 10� r 8� =2.5 5`-2 -�1 Rain gauge broken Revised 10/1/2020 Page 13 of 13