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HomeMy WebLinkAbout20131200 Ver 4_NOV Response_20160801earWaLer July 28, 2016 Mr. Andrew Moore NC Division of Water Resources 2090 US Highway 70 Swannanoa, North Carolina 28778 FILE COpy RE: Notice of Violation and Recommendation for Enforcement Tryon Equestrian Partners, LLC DWR Project # NOV-2016-PC-00306 Polk County, North Carolina Dear Mr. Moore, Please reference the "Notice of Violation" (NOV) letter dated July 22, 2016 (Attachment A) sent by the NC Division of Water Resources (DWR) in response to a site visit conducted on July 12, 2016. The subject property is owned by Tryon Equestrian Partners, LLC and is located in Polk County, North Carolina (Figure 1). The NOV cites sediment impacts to unnamed tributaries of White Oak Creek. The NOV requires responses to several listed concerns. The DWR concerns are addressed below. Required Response la.: "Evaluate all streams on site and downstream for unpermitted impacts. Provide a map of the project area and impacted areas downstream detailing all unpermitted impacts." C1earWater Environmental Consultants, Inc. (CEC) conducted a site visit on July 25, 2016. During this visit, streams located within areas of active site development were evaluated for unpermitted sediment impacts. CEC identified unauthorized sediment deposition within six unnamed tributaries of White Oak Creek. An In -Stream Sediment Removal Overview Map depicting these stream locations is included as Figure 2. Required Response lb, bullet 1.: "A narrative explaining how sediment will be removed including techniques, manpower, and tools to be used. " Sediment will be removed from the six unnamed tributaries by hand via the use of shovels and buckets. Sediment removal will begin at the upstream ends of each stream reach and progress downstream. The total number of buckets will be recorded to estimate the amount of sediment removed from each stream channel. Sediment removed from the channels will be relocated to upland locations approximately 30 feet from jurisdictional water. Mr. Andrew Moore July 28, 2016 Page 2 of 3 CEC will be available on site to provide oversight during the sediment removal process. Required Response lb, bullet 2.: "A proposed schedule with dates that indicate when you expect to begin and complete the removal of sediment. " Sediment removal efforts, utilizing the aforementioned techniques, were initiated on July 26, 2016 by Clary Hood Contractors. At that time, a twelve person crew began removing sediment from Streams KA and KB (Figure 2). Once remediation within these tributaries is complete, sediment removal activities will continue in an eastward progression to target the remaining impacted streams. It is anticipated that sediment removal from all six affected tributaries will be complete by August 12, 2016. Required Response lb, bullet 3.: "A diagram of all impacted stream channels, referenced with photo documentation of sediment impacts before and after removal. " Impacted stream channels and general photo locations have been identified on the attached In -Stream Sediment Removal Overview Map (Figure 2). Representative "before" photographs are included in Attachment B. Photographs depicting post - sediment removal conditions will be included within the final report. Required Response lb, bullet 4.: "A narrative explaining how and where the removed sediment will be disposed and stabilized. " Sediment removed from the unnamed tributaries will be transported by bucket and relocated to upland disposal sites located at least 30 feet from jurisdictional water. Sediment will be contained by a silt fence perimeter and a layer of pine straw will be applied to all sediment spoil piles. Required Response Ib, bullet 5.: "A narrative explaining how turbidity standards will not be exceeded. " CEC proposes the installation of a temporary stone check dam within Stream KD (Figure 2). This check dam would trap sediment deposition resulting from upslope construction and prevent additional sediment from transporting to areas of Stream KD that are not permitted for impact. This measure would be maintained throughout the project and be removed once Tryon Equestrian completes the authorized stream impacts associated with the 404/401 permits. The existing stone and gravel check dams located upslope from Stream KC will be cleaned and maintained to prevent the migration of sediment downslope to the stream channel as well. Tryon will install a temporary coir check dam near the confluence of Stream KD and White Oak Creek and at the lowest downstream point on Stream KE. The check dams placed in the unnamed tributaries would trap re -suspended sediment for removal at the end of the project. Mr. Andrew Moore July 28, 2016 Page 3 of 3 Required Response 2a, i.: "Ae unpermitted boulder placed within the unnamed tributary of White Oak Creek. " Clary Hood Conti -actors will remove the unpermitted boulder placed within Stream KD during the sediment removal process. Required Response 2a, ii.: "Please confirm that the gravel and rip rap check dams placed within the valley between two jurisdictional features are not located within jurisdictional features and that none of the rip rap and gravel has migrated into jurisdictional waters. " CEC collected GPS points on the gravel and 6p rap check dams during the July 25, 2016 site evaluation. These points are reflected on the attached In -Stream Sediment Removal Overview Map (Figure 2). The referenced check dams are not located within a jurisdictional feature. No rip rap or gravel was observed downslope within jurisdictional waters, however, one to three inches of sediment accumulation was identified within Stream KC. Required Response 2a, ii.: "Please coordinate with the North Carolina Division of Energy, Mineral, and Land Resources to bring the sediment and erosion control measures into compliance to prevent additional water quality violations. " Odom Engineering and Clary Hood Contractors are working on the sediment and erosion control BMPs, and this work should be completed by July 29, 2016. Odom Engineering will be in communication directly with the North Carolina Division of Energy, Mineral, and Land Resources to schedule a site visit and inspection. Please do not hesitate to contact me at 828-698-9800 if you have any questions or comments. Sincerely, A1111 Xaylie A. Biologist Cc: Ms. Jenifer Burdette, NCDWR Mr. Steve Kicbefski; Corps of Enmigeers Clement Riddle, P.W.S. Principal ryon Cqueslrian ray U iUr5, LLk—.# 1G5 1©8 r C. AI R/ Ad 108 Mill Spring t Mill Spring x Z L r S h att a+i 2 ° a r� cin Rd Idtop Rd 6,f c E Project Boundary °` nr qL - 9 st t t ky y 1 ioyo $�awttt 5d tf, kd Pd 11• • Rd f P is �s i F o c a r N a .. 1 6 d Legendfled Fox r C. Ott country 0 0.5 1 2 Project Boundary c+ub Miles L------ c Drawn bj+_ KAY 7.27.16; CEC Project# 644 4,. Polk County, CLearWater Site Vicinity North Carolina 32 Clayton Street Asheville, North Carolina 28801 Figure 1 s (F K, s 1G5 1©8 r C. AI R/ Ad 108 Mill Spring t Mill Spring x Z L r S h att a+i 2 ° a r� cin Rd Idtop Rd 6,f c E Project Boundary °` nr qL - 9 st t t ky y 1 ioyo $�awttt 5d tf, kd Pd 11• • Rd f P is �s i F o c a r N a .. 1 6 d Legendfled Fox r C. Ott country 0 0.5 1 2 Project Boundary c+ub Miles L------ c Drawn bj+_ KAY 7.27.16; CEC Project# 644 4,. Polk County, CLearWater Site Vicinity North Carolina 32 Clayton Street Asheville, North Carolina 28801 Figure 1 I ". Stream KB, Flags 1-5 (Below Culvert) Photos 3-4 Stream KA, Flags 1-26-, .- Photos 1-2 Legend Stone Check Dam ® Coir Check Dam In -Stream Sediment (+/- 3,793 Total LF ) Permitted Stream Impact (+/- 432 LF) Stream Drawn by: KAY 7.28.16; CEC Project# 747 Polk County, North Carolina Tryon Equestrian Partners, LLC °° Proposed Check Dam Q Stream KC, Flags 1-3 Photo 5 i i St a t KD Flags 1-10 ! Photos 6-7 CLearWaLer 32 Clayton Street Asheville, North Carolina 28801 1^ 01 Photos 8-10 Stream KF, Flag 1 L 0 250 500 1,000 Feet In -Stream Sediment Removal Overview Aerial Photograph (NCCGIA 2015) Figure 2 WaterResources ENVIROHMNYAL QUAt f Y July 22, 2016 CERTIKED MAIL 7012 1010 0002 1965 7376 RETURN RECEIPT REQUESTED Tryon Equestrian Partners, LLC Attn: Jeff Brown 2569 Sandy Plains Road Tryon, NC 28782 CERTIFIED MAIL 7012 1520 6003 5463 0332 RETURN RECEIPT M-UESTED Clary Hood Inc. Attn: Tom Addley 150 Conway Black Road Spartanburg, SC 29301 PAT MCCRORY Co'mflt DONALD R, VAN DER VAART Secretary S. JAY ZIMMERMAN Dwav, Subject: NOTICE OF VIOLATION and RECOMMENDATION FOR ENFORCEMENT NOV-2016-PC-0306 Stream Standard Violation — Other Waste (In -stream sediment) 401 Water Quality Certification (WQC) Conditions Polk County Required Response Date: August 5, 2016 Dear Mr. Brown and Mr, Addley: On July 12, 2016, Andrew Moore from the Asheville Regional Office (ARO) of the Division of Water Resources (DVvrR) conducted a site inspection of the Tryon International Equestrian Center (TIEC) in Polk County. The Site inSPCCtiOD was initiated in response to a complaint alleging excessive turbidity in White Oak Creek.. Stream standard and 401 Water Quality Certification (WQC) violations were Doted during the inspection and file review. Sediment impacts to unnamed tributaries of White Oak Creek (Class C) were documented. As a result of the site inspection, the following violations were identified: Srtc of North Camhu I EtiviTol=tMal QuAty I Wa= Rraouf= u.S, P., -y 7() 1 S,ti-mnianoti, North Caruana 2817F U 796 4540 Tryon Equestrian Partners, LLC July 22, 2016 Page 2 of 5 VIOLATIONS I. Other Waste (In -Stream Sediment) - 15A NCAC 02B.0211 (12) - An undetermined length of unnamed tributaries of White Oak Creek (Class C) was impacted by sediment deposition measured up to 11 inches in depth in pools within stream reaches. Tide 15A North Carolina Administrative Code 02B .0211 (12) requires that "Oils; deleterious substances; colored or other wastes: only such amounts as shall not render the waters injurious to public health, secondary recreation or to aquatic lffie and wildlife or adversely affect the palatability of fish, aesthetic quality or impair the waters for any designated uses;" 11. 401 WQC Condition Violation - Tryon Equestrian Partners, LLC submitted a Pre - Construction (PCN) dated October 31, 2013. The impacts were requested under U.S. Army Corps of Engineers Nationwide Permit 39, and the corresponding General Water Quality Certification 3890. DWR issued an approval letter for the impacts on February 17, 2014. Tryon Equestrian Partners, LLC also submitted an Individual Permit Application for a U.S. Army Corps of Engineers Section 404 Permit and a North Carolina Individual 401 Water Quality Certification dated June 2015. DWR issued an approval letter for the impacts on February 2,2016. Both approval letters specify that the activities must follow the conditions listed in the corresponding Water Quality Certification, as well as additional conditions listed in the letter. Accordingly, the following observation and/or permit condition violations were noted during the DWR inspection and subsequent file review. - 1. No impacts Beyond those Authorized in the Written Approval of Beyond the Threshold of Use of the Certification. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the footprint of the impacts depicted in the PCN, as authorized in the written approval from the Division or beyond the thresholds established for use of the Certification without written authorization, including incidental impacts. All construction activities, including the design, installation, operation, and maintenance of sediment and erosion control Best Management Practices shall be performed so that no violations of state water quality standards, statutes, or rules occur. In addition to the in -stream sediment documented as an impact beyond those authorized in the written approval, the following were also observed: Tryur) Equestriati Partners, LLC July 22, 2016 Page 3 of 5 a, A large boulder was observed to have been intentionally placed within an unnamed tributary of White Oak Creek. A review of the file indicates this is an unapproved impact. b. A settling basin with two gravel and rip rap check darns was observed within a valley up -gradient of a jurisdictional perennial stream and downgradient of an jurisdictional intermittent stream reach. It was not clear at the time of the inspection whether the basin and check dams were in jurisdictional waters. 2, Standard Erosion and Sediment Control Practices Erosion and sediment control practices must be in full compliance with all specifications governing the proper design, installation and operation and maintenance of such Best Management Practices. mxqff��� Accordingly, you are directed to respond to this letter in writing by August S, 2016. Your response should be sent to this office at the footer address or via email to Andrew.W.Moore@nc;dcnr.g0 and include the following: 1. Stream Standard — Other Waste (In -Stream Sediment) a. Evaluate all streams on site and downstream for unpermitted impacts. Provide a map of the project area and impacted areas downstream detailing all unpermitted impacts. b. Submit a Sediment Removal Plan (Plan) to this office for review and approval. The Plan must address removal of accumulated sediment from all surface waters. Sediment impacts to the stream on-site and downstream of the site must be removed. You must secure and environmental consultant experienced in stream restoration to assist you with developing your Plan, and obtaining any necessary approvals. It is recommended that your consultant contact Andrew Moore of the Asheville Regional Office for additional guidance during Plan development. The Plan should include: • A narrative explaining how sediment will be removed including techniques, manpower and tools to be used. • A proposed schedule with dates that indicate when you expect to begin and complete the removal of sediment. ® A diagram of all impacted stream channels, referenced with photo documentation of sediment impacts before and after removal. • A narrative explaining how and where the removed sediment will be disposed and stabilized. • A narrative explaining how turbidity standards will not be exceeded. Tryon Eauestrian Pamicrq, LLC July 22, 2016 Page 4 of 5 c. Once the work is complete, a final report documenting the results of the sediment removal activities should be submitted to Andrew Moore. 2. 401 Water Quality Certification Condition Violation a, Please provide an explanation as to why the project has not been maintained in compliance with the Certification and the specific steps you plan to take to return the site to compliance with the Certification. Specifically address: i. 'fhe unpermitted boulder placed with the unnamed tributary of White Oak Creek. ii. Please confirm using GPS that the gravel and rip rap check dams placed within the valley between two jurisdictional features are not located within jurisdictional features and that none of the rip rap and gravel has migrated into jurisdictional ' waters. Energy, Mineral, iii. Please coordinate with the North Carolina Division of and Land Resources to bring the sediment and erosion control measures into compliance to prevent additional water quality violations. Once the work is complete, a final report documenting the results of the sediment removal activities should be submitted to Andrew Moore. Thank you for your attention to this matter. This office requires that the violations, as detailed above, be abated immediately and properly resolved. Environmental damage and/or failure to secure proper authorizations have been documented on the subject tract as stated above. Your efforts to undertake actions ctions to bring the subject site back into compliance is not an admission, rather it is an action that must be taken in order to begin to resolve ongoing environmental issues. Tryon RquesLrian Partners, LL.0 July 22, 2016 Page 5 of 5 Pursuant to G.S. 143-215.6A, these violations and ally future violations are subject to a civil penalty altv assessment of up to a maximum $25,000.00 per day for each violation. Your above- mentioned response to this correspondence, the degree and extent of.harm, to the environment, and the duration and gravity of the violation(s) will be considered in any civil penalty assessment process that may occur. Should you have any questions regarding these matters, please contact Andrew Moore at (828) 296-4684 or Andrew. W.MoLorc@ cderingov. Sincerely, G, Landon Davidson, P.G., Regional Supervisor Water Quality Regional Operations Asheville Regional Office cc: Karen Higgins — 401 & Buffer Permitting Unit Jennifer Burdette — 401 & Buffer Permitting Unit (via email) David Odom — Odom Engineering, Inc. (via email) Wayne Watkins — Odom Engineering, Inc. (via email) Steve Kichefski - US Army Corps of Engineers (via email) Stan Aiken — Division of Energy, Mineral, and Land Resources (via email) Shawna Riddle — Division of Energy, Mineral, and Land Resources (via email) ARO file Polk County Planning 0:\WkIWQ\I)olk1401sXNon-L)OT1TryonEqucstrianCcntcr\2016 NOVVNOV-2016-?C-0306,7-22-16,docx Representative i +1 i 1 (Dated July 25 & 261 2016 fit A b" xAll G a13 30, rs. A ` t fir• . I� 34� • _ ..r'!'- �,.r` .spew. � • ..y 6 2'0 1 6 4 0U Y • 7k' o, M5 11 ?to 5: Stream KC (Flag • Ir I ,tif' F _I a ice_• b OF 44 F _I OF 44 si 'ata � � :. `ate-,+ - �.a<� ;. '1�-��•!"M1� ....,�-� _ �:'hY� Kms• :*� i �t K �^�� _� .r *...'�e..ii!