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HomeMy WebLinkAbout20160464 Ver 1_USACE Correspondence_20170929U.S. ARMY CORPS OF ENGINEERS Wilmington District Action Id. SAW -2016-01442 Notification of Unauthorized Activi ermit Noncompliance Permittee: BMR Land Company, LLC Address: Attn: Sean Jones 109 South Wayne Avenue, Suite 200 Waynesboro, VA 22980 County Guilford Agent: Wetlands & Waters, Inc. Attn: Perry Isner Address:2712 Minden Road Pleasant Garden, NC 27313 Size and Location of Property (include waterbody, highway name/number, town, etc.) The proiect area is located on the west side of Randleman Road, directly opposite its intersection with Shoffner Court, at 3262 Randleman Road, in Greensboro, Guilford County, North Carolina. Description of Permit Non-compliance: Please reference the Nationwide Permit 39 verified for use on 7/22/2016. This letter is the result of a visit to Your property on 9/14/2017 where the extent of the permit non-compliance in wetlands was determined. The permit non-compliance located on your property include the following: 1) Permit Drawings Sheet 3of 3, submitted with your application dated 4/29/2016, shows a 0.045 acre area of wetland to remain undisturbed from the construction of the self -storage facility. However, the 9/14/2017 site visit found that the drainage pipe shown to route drainage from the wetland to the other side of the facility is set approximately 3 vertical feet below wetland grade. This grade difference is not shown on the plans and will result in the drainage of the entirety of the remaining 0.045 acre wetland area. Indicate which of the following apply: Unauthorized Activity River & Harbor Act, Section 10 (33 USC 403) X Noncompliance with Permit X Clean Water Act, Section 301 (33 USC 1311) Unless you have a Department of the Army permit for the above- described activity, it is a violation of federal law as specified above. You have agreed to do no further work in waters or wetlands without the required Department of the Army permit. Any further unauthorized work in waters or wetlands will be considered an intentional violation of federal law. If you do no further work in waters or wetlands, and perform the remedial action requested below, the Corps of Engineers will take no further action in this matter. If you continue to work in waters and wetlands without the required authorization, and/or fail to perform the requested remedial action, the Corps will take further administrative action, and may request the U.S. Attorney to file suit against you. If you need further information about the Corps of Engineers regulatory program, please contact me at (910) 251-4469. Remedial Action Requested: Within 30 days of the date of this correspondence, resubmit the Pre -Construction Notice (PCN) for this proiect, adding an additional line item to Section C.2 for 0.045 acre of wetland drainage, and re-signing and dating page 10. Further, to compensate for the additional loss of wetlands associated with this Project, please contact Kelly Williams with the NC Division of Mitigation Services (NCDMS) and request a new mitigation acceptance letter for HYdologic Unit Code 03030003; this request should be for the entire amount of wetland fill and drainage (0.235 acre) at a 2:1 ratio. Once I receive your updated PCN and NCDMS compensatory mitigation acceptance letter, I can verify the use of Nationwide Permit 39 with the new compensatory mitigation requirement. Any questions regarding NCDMS invoice amounts should be directed to NCDMS. If you need any clarification of this correspondence please don't hesitate to contact this office, attu: David E. Bailey at mailing address 3331 Heritage Trade Drive, Suite 105, Wake Forest, North Carolina 27587, e-mail David.E.BaileY2(ausace.army.mil, or telephone 919-554-4884, ext. 30. Your signature acknowledges receipt of this notification. Property Owner/Responsible Party Signature Amd..j Field Office Chief Signature °°"'°"°° "°" FOR THE DISTRICT ENGINEER Robert J. Clark Colonel, U.S. Army District Commander Date: 9/29/2017 Copy furnished: Sue Homewood, NCDEQ-DWR, 450 W. Hanes Mill Rd, Suite 300, Winston-Salem, NC 27105 Kelly Williams, NCDEQ-DMS, 1652 Mail Service Center, Raleigh, NC 27699-1652 Page 2 of 2 GUEIIIa IE(ON9 EX STING GRADE— EXISTING STORM SLVMR - PROPOSED GRADE 7� PROPOSED SPOT GRADE YARD INLET OR DROP INLET HI CURB INLET ■ 'JUNCTION UOX Q STORM SEWER G NERAi NUTtS: 1. BOUNDARY AND TOPOGRAPHIC INFORMATION YAS OBTAINED FROM SURV IY PROVOED BY SGRCI LAND SURVE)ING SURVE'ING, PLLC, DATED 1/2O/PDI&. 2. CONTRACTUR TO VERIFY ALL DIMEN90NS AND EXIS11HO FEATURES PRIOR TO COI ISTI UCTIC N. 3. IN17RT5 FOR EASTING UTILITIES SHAU BE VERIEED BY THE CONTRACTOR PRIOR TO CONSTmuCTION. 4. MATERIALS AND WORKMANSHIP TO CONFORM WITH STANDARDS AND SPECIFICATIONS OF LOCAL A IRESOICTIONAL AUTHORIIES 5. POTTER, PHON I CABLE AND GAS SERI INSTALLATIDNS SHALL BE COORDINATED WITH LDCAL UTIUTII PR OV DERS 6. ALL VIATER INSTALLATIONS ANO MATENALS SHALI BE IN ACCORDANCE WITH THE RECUIREMENTI OF GREENSBORO UTILITIES AND NCDENR. 7. F RE HYDRANTS MUST BE IN PLI CE AND FI INCIIONAL BEFORE COMBUSTIBLE CONSTRUCTION BEGINS ON SITE. GRAPHM WA 1,11 ]I 1e N e1 (IN FE") 1 h ,h = 90 fL DR �"'LFFNF-n StE muni YAP P -Airs GRAUING_NOTIS: 1. ALI FlL SHALL BE PLACED IN LIFTS UNDER THE D1REC70N IF INDEPENDENT SDILS TnSTING AGENCY, 2. ALL SIORM SEW7 15e AND LARGER MUST BE CLISS III RCP EXCENT AS .IT IERVASE NOTED. 3. ALL STCRM SI SHALL BE INSTALLED AND BAWILIED UNDER THE SUPENNSTON AND TESTING OF AN INDEPENDENT SOILS TESTING AGENCY. -I. IMPORTEI I EL SHALL BE SUITABLE ST UGT IRAL 1`11_1 AND APPRCV D FOR PLACEMENT BY THE GECTLCHN€CAL ENIINEEI 5, ANY SEDIMENT TRAC01) 0ISTR€ETE WITHIN THE DFAILOPMENT MOST DE CLEANED DAILY. 6.CONTRACTOR TO ENSURE THAT ALL ROOF DRAINAGE DISCHARGES IN . MANNER SO THAT IT IS ROUTED THROUGH THE PROPDSED BI 7.CONTRACTOR SHALL ENSURE POSVIVE DRAINAGE SO THAT RUNOFF NTLI FEE, 11 BY GRAVITY AWAY FTIOM BUILDINGS AND ACEOSS WALES, OITCHES O1 OVERLAND SHEET FLOW. S. STCRMWVATER RCP SHALL BE WVATFII—TIGHT O-RING GASKETED, VITH A IIIINIMUM PRESSURE RANG OF 10 PSI. AAA F caridleman Roac Stell SltoragEl April 18th, 20" 6 Permit Drawiric11- St Gel 3 all 3 ALL SPOT GRADES ARE LABELED AT BDTRMI OF CI IRB AFD OR ASPHALT GRADE UNLEIS OTHERVASE NOTED, ALL SPOT CRADES SHOVhT ON STOR STRUCTURES ARE AT GRATI ELEVATION 111111111 1 MI P (AIRY F HRIL 16, 2616 FOR REVIEW ONLY NOi FOR CCIPISIRLl4lIOPl HAIGEN ENGINEERfNG, PY I 3919 BATTLEGROUND AVE, SVEYL 3119 GREENSBORO, NC 27410 PHONE (336) -IRA 9796 FAX (336) 299-7N9u Lh�genrhagrn-engcom SKETCH GRADING PLAN AAA RANDLEN AN ROAD .3262 RA)IDTFdlA.1I ROAD GREENSTdaAO GIIYtA7Rf COU.IITY, FIG) TH 11A. WAIA .us Nouslx Tu... uW f•h1e_ na11 ➢�Iw 3MBMlnx 9heeL C V IP A