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Home My WebLink About20120727 Ver 3_Individual_20140123PRINU'X CONSTRUCTION, INC. Jennifer Burdette January 21, 2014 401/Buffer Coordinator 401 & Buffer Permitting Unit NCDENR – Division of Water Resources – Water Quality Programs 1650 Mail Service Center Raleigh, North Carolina 27699 -1650 Phone: (919) 807 -6364 Fax: (919) 807 -6494 Email: Jennifer.Burdette @ncdenr.gov Reference # 120727 —. Bojangles' Restaurants Inc – Bojangles' located at Dawn Drive and Fayetteville Rd, Lumberton NC Mrs. Burdette, Primax Construction Inc, on behalf of Bojangles' Restaurants Inc, would like to request an additional 2,582 sq ft of permanent wetland impacts for the referenced project. We are requesting this additional area permanent wetland impacts due to the process of properly and safely backfilling the retaining walls required us to disturb beyond the specified limits of disturbance. This was unavoidable as the retaining wall requires a minimum of 12" of backfill with a maximum slope of 10:1 slope (see attached wall design drawing 6 of 7). The permitted area of disturbance was in most cases only 8" to 12" behind the retaining wall. It is our understanding that this project was permitted for 0.49 acre of permanent wetland impact, requiring a total compensatory mitigation of 0.85 acre of riparian, non- riverine wetland credits. We are requesting an additional 2,528 sq ft of wetland fill and we propose to procure compensatory mitigation for this additional wetland impact at a 2:1 ratio from NCEEP. Based on discussions with Kelly Williams with NCEEP, it is our understanding that the additional 2,528 sq ft that we are requesting will still be within the original total square footage that Bojangles Restaurants Inc had already paid a mitigation fee for. We were however informed that there has been a rate increase since and we would be responsible and agree to pay the difference of $ 1,000 +/- (amount to be verified). Attached we have included a copy of the original disturbance plan and a plan showing the additional disturbance area. This plan also indicates the revised location of the outfall structure as you had requested we show. If there is any additional information that you require please let me know. I do thank you for your assistance in getting this matter resolved. Res full , racy Miller Project Manager (910) 235-4723 tmillerprimaxconstruction.com y�usi�a ��,wnn:u �g s�sirtzpA�,� U1-TV(l0 �J . VM �KW L ` V! � &�]all 293 Olmsted Boulevard, Suite 11 • P. O. Box 3229 • Pinehurst, NC 28374 (910) 295 -1846 • (910) 2154591 Fax SAMPLE AGENT AUTHORIZATION FORM PROPERTY LEGAL DESCRIPTION: ggjg��. ?0,n LOT NO. _ _ PLAN NO. PARCEL STREET ADDRESS:iri t�,�'�+t+� Please print: Property Owner: Property Owner: >..._.._,...__, The undersigned, registered prnperty owners of the above noted property, do hereby autlalme (Contactor /Agent) (Name of consulting Arm) to act on my behalf and take all actions necessary for the processing, Issuance and acaeptanoe of this permit or certification and any and all standard and special wndibms attadied. Property Ownees Address (if dftrerrt than property above): t ' —ry. ,� �i� rC -�^►Q n ✓ bt ice ; r � Y` ' Telaphone:_ 3 i We hereby certify the above Information submitted in this appikatlon is bue and accurate to the best of our knowledge. crV Sgnature r Authariaed Signature Tracy Miller From: Bailey, David E SAW [David E Bailey2 @usace army mil] Sent: Thursday, December 19, 2013 3 05 PM To: Tracy Miller, Claude Clark Cc: Karen Higgins, Turlington, Chad Subject: FW Bojangles' Restaurants, Lumberton, Robeson County, NC - Permit Modification Request, Action ID SAW- 2012 -00771 (UNCLASSIFIED) Follow Up Flag: Follow up Due By: Monday, December 30, 2013 9 00 AM Flag Status: Flagged Classification UNCLASSIFIED Caveats NONE Tracy and Claude, Please see the NC Division of Water Resources' (DWR) comments about your proposed permit modification for the Bojangles' recently constructed in Lumberton, Robeson Co , NC Please follow their instructions and send them your modification request letter and attachments As noted they have a permit fee (contact Karen Higgins <919- 807 - 6364 >, Jennifer Burdette <919- 807 - 6364 >, or Chad Turlmgton <910- 433 -3320> for the amount) that has to be paid Note that we cannot issue our permit modification until DWR has revised their Water Quality Certification Please let me know if you have any questions -Dave Bailey David E Bailey Regulatory Specialist US Army Corps of Engineers CE- SAW -RG -L 69 Darlington Avenue Wilmington, North Carolina 28403 -1343 Phone (910) 251 -4469 Fax (910) 251 -4025 Email David E Bailey2 @usace army mil <mailto David E Bailey2 @usace army mil> We would appreciate your feedback on how we are performing our duties Our automated Customer Service Survey is located at http / /per2 nwp usace army mil /survey html <http / /per2 nwp usace army mil /survey html> Thank you for taking the time to visit this site and complete the survey - - - -- Original Message---- - From Higgins, Karen [mailto karen hggins @ncdenr gov] Sent Thursday, December 19, 2013 2 39 PM To Bailey, David E SAW, Turlmgton, Chad Subject [EXTERNAL] RE Bojangles' Restaurants, Lumberton, Robeson County, NC - Permit Modification Request, Action ID SAW - 2012 -00771 (UNCLASSIFIED) Hey David- DWR's only comment is that they will need to request a modification to the 401 WQC as well (with appropriate application fee) If they have any questions, feel free to direct them to me or Jennifer Burdette (919- 807 -6364) Thanks - Karen Karen Higgins 401 & Buffer Permitting Unit Supervisor NC DENR - Division of Water Resources 1650 Mail Service Center, Raleigh, NC 27699 -1650 Phone (919) 807 -6360 Email karen higgins @ncdenr gov Website http / /portal ncdenr org/web /wq /40lbufferpermtting E -mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties - - - -- Original Message---- - From Bailey, David E SAW [mailto David E Bailey2 @usace army mil] Sent Thursday, December 19, 2013 10 25 AM To Higgins, Karen, Turlington, Chad, John_Ellis @fws gov, Renee Gledhill- Early, Dunn, Maria T , Bowers, Todd Cc Tracy Miller, Claude Clark Subject Bojangles' Restaurants, Lumberton, Robeson County, NC - Permit Modification Request, Action ID SAW- 2012 -00771 (UNCLASSIFIED) Classification UNCLASSIFIED Caveats NONE Good morning, Please reference the Individual Permit dated 2/20/2013 issued to Bob angles' Restaurants, Inc to construct a Bojangles' commercial restaurant, including a 3,808 square foot building, drive -thru lane, and 74 parking spaces, involving the discharge of fill material into 0 49 acre of riparian, non- nverine wetlands On 12/16/2013, Pnmax Construction, Inc , on behalf of the permittee, requested a modification to the above referenced permit The proposed revision entails an after - the -fact approval of backfilling the footings of the originally permitted retaining wall a mimmum of 12 vertical inches, with a maximum horizontal slope of 10 1, thus extending the wetland fill footprint between 5 and 21 linear feet outside of the original fill limits The fill is designed to properly and safely backfill the retaining walls on site, which are 8 feet tall in some locations and contain fill for the parking lot of the restaurant Please see the attached pdf for the permittee's proposal and associated plan sheets The proposed extension would impact an additional 0 058 acre of wetlands adjacent to Saddletree Swamp, Bottomland Hardwood Forest according to the NC Wetland Assessment Method (NCWAM) If authorized, the revised total project would result in the permanent discharge of fill material into 0 548 acre of riparian, non - riverme wetlands The permittee proposes to compensate for the additional wetland fill by purchasing riparian wetland credits in Lumber River Basin (03040203) at a 2 1 ratio from the North Carolina Ecosystem Enhancement Program (NCEEP) Threatened and Endangered species and Historic and Archeological Resource concerns are not expected to be affected by the proposed project modification as the additional wetland fill would occur no more than 21 linear feet outside of the originally permitted footprint The District Engineer, based on available information, is not aware that the proposed activities requiring DA authorization will affect any species, or their critical habitat, designated as endangered of threatened pursuant to the Endangered Species Act of 1973 The Corps has consulted the latest published version of the National Register of Historic Places and is not aware that any registered properties, or properties listed as being eligible for inclusion therein are located within the project area of will be affected by the proposed work Given a lack of applicable comments received during the original Public Notice period and the relatively small magnitude of the proposed additional impacts, I will not place this project back on a formal Public Notice However, I am requesting feedback from the included agencies regarding the project modification Please send any comments or responses to this project modification, especially related to the expanded purpose and need and potential secondary and cumulative impacts, within 2 weeks (by Thursday, 1/2/2014) If you have any specific questions regarding tins request please give me a call at 910 - 251 -4469 or just respond to this email Thanks in advance for your assistance -Dave Bailey David E Bailey Regulatory Specialist US Army Corps of Engineers CE- SAW -RG -L 69 Darlington Avenue Wilmington, North Carolina 28403 -1343 Phone (910) 251 -4469 Fax (910) 251 -4025 Email David E Bailey2 @usace army mil <mailto David E Bailey2 @usace army mil> We would appreciate your feedback on how we are performing our duties Our automated Customer Service Survey is located at http / /per2 nwp usace army mil /survey html <http / /per2 nwp usace army mil/survey html> Thank you for taking the time to visit this site and complete the survey 'Classification UNCLASSIFIED Caveats NONE Classification UNCLASSIFIED Caveats NONE "1 certify that this mop Was dr supervision from an actual surN supervision (.d 6eAllescnption re page 257, tt�RZVp bound clearly fi1� �$j tlrQWn from indicated, -*Pot the %ioFjo bf pre accuracy -is 1 294900 +„ and th requirsyneit�s 6-0*e $-fandords Surveyir)g la,,orthJC&toyaa (21 This 6th _ afoy%R Decer 4 N D M c Professional Land Surveyor L -4394 Registration umber Reference Plot Book 48, Page 78 Deed Book 1901, Page 252 Deed Book 1901, Page 257 Robeson County, North Carob Ac —Ault Stnrm 1Nntpr nrninnne 1 nrntinn GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft Original Permitted Wetland Disturbed Area = 21,372 sf Additional Disturbed Area = 2,582 sf Total Disturbed Wetland Area = 24,314 sf 120 YAN cBRYDE LAND SURVEYING • PLANNING L4,LII C# C -2680 P 0 Box 1013 105 -A Parkway Dr AbcrdLLn NC 28315 PhorL /Fax(910)944 -2310 Survey For Bo jangles Project #BOJ -1201 Partial As —Built Survey Lumberton Township, Robeson County Lumberton, North Carolina December 6, 2013 JOB# 130205 10 1 MAX SLOPE PUCE GEOGRM IN NEXT 8 LAYER OF BLOCK IN A MANNER TO REINFORCE GAPS LEFT BY PREVIOUS LAYER OF GEOGRID MIN 3 OF SOIL BETWEEN OVERLAPPED GEOGRID (TYP ) SHEET 6 OF _ 7__ I _I PUCE GEOGRID IN NEXT LAYER OF BLOCK WITH THE MAIN REINFORCEMENT RUNNING 9O TO THE PREVIOUS DIRECTION BELOW PLACE WITHIN CURVE ONLY ------------ 8 RETAINED BACKFILL CONCAVE CURVE GRID LENGTH (SEE ELEVAPON VIEW) - KEYSTONE— — — — — —� — — — I Co MPAC UNIT REINFORCED BACKFILL GEOGRID LOCATION DETAIL FINISH UNIT CORE FILL I (WALE NTS) GRADE 4 0 PERF PIPE 2% GRADE LEVELING PAD APPROX EXCAVATION LINE —2 –0" TYPICAL CROSS - SECTION KEYSTONE WALL COMPAC UNITS 1' SETBACK BATTER (SCALE NTS) /—RAILING (BY OTHERS) NOTES ATTACH GEOGRID OVER PINS AND • INSTALL GEOGRID IN TENSION PULL TRAM BEFORE PLACING BACKFILL •COMPACT SOILS TO 95% STANDARD PROCTOR BACKFILL k COMPACT IN FRONT • COMPACT SOILS IN FRONT OF WALL OF WALL BEFORE BUILDING WAIL • UNIT CORE FILL INSTALLED TO 12' BEHIND UNIT BEYOND 5 HEIGHT SHALL BE 3/4' MINUS STONE • OUTLET DRAIN LINES THROUGH WALL AT 100 0 C WITH SCHEDULE 40 PVC 4' DIA. PIPE B' uw LDW PEIRMEABLE •STABLE FOUNDATION SHALL BE APPROVED BY A soa ORNNAGE SWALE ro GEOTECHNICAL ENGINEER DNIIN SURFACE WATER CAP UNIT (ATTACH WITH CONSTKICEION ADHESIVE) — PUCE GEOGRM IN NEXT 8 LAYER OF BLOCK IN A MANNER TO REINFORCE GAPS LEFT BY PREVIOUS LAYER OF GEOGRID MIN 3 OF SOIL BETWEEN OVERLAPPED GEOGRID (TYP ) SHEET 6 OF _ 7__ I _I PUCE GEOGRID IN NEXT LAYER OF BLOCK WITH THE MAIN REINFORCEMENT RUNNING 9O TO THE PREVIOUS DIRECTION BELOW PLACE WITHIN CURVE ONLY ------------ 8 RETAINED BACKFILL CONCAVE CURVE GRID LENGTH (SEE ELEVAPON VIEW) - KEYSTONE— — — — — —� — — — I Co MPAC UNIT REINFORCED BACKFILL GEOGRID LOCATION DETAIL FINISH UNIT CORE FILL I (WALE NTS) GRADE 4 0 PERF PIPE 2% GRADE LEVELING PAD APPROX EXCAVATION LINE —2 –0" TYPICAL CROSS - SECTION KEYSTONE WALL COMPAC UNITS 1' SETBACK BATTER (SCALE NTS) /—RAILING (BY OTHERS) GEOGRID ATTACHMENT DETAIL (SCALE. NTS) CAP UNIT 12• BLOCK 6�2 A� UNIT (TY'P ) G PINS (TYP ) 1— STRUCTURAL GEOGNIDS (TYP) (SEE ELEVATION VIEW FOR ACTUAL PLACEMENT LOCATIONS) ATTACH GEOGRID OVER PINS AND — — — PULL TRAM BEFORE PLACING BACKFILL BACKFILL k COMPACT IN FRONT OF WALL BEFORE BUILDING WAIL — — — — BEYOND 5 HEIGHT GEOGRID ATTACHMENT DETAIL (SCALE. NTS) CAP UNIT 12• BLOCK 6�2 A� UNIT (TY'P ) G PINS (TYP ) 1— CONVEX CURVE F KEYSTONE UNIT 6 "t If 6 UNREINFORCED CONCRETE LEVELING PAD OR 8 WASHED STONE 2 –0 LEVEIJNG PAD DETAIL (SCALE NTS) mom I HOLES FOR GUARDRAIL MAY BE AUGERED THROM GEOGRID � 12• 2. MAXIMUM OIAMEIEA OF PENETRATIONS IS TO BE 6 LONG AXIS OF STRUCTURAL GEOGRID APERTURE 3 A MINIMUM SPACING BETWEEN POSTS SHALL BE 6 Ff (PERPENDICULAR i0 WALL FACE) TYPICAL ROADWAY GUARD RAIL DETAL GEOCM ORIENTATION (SCALE NTS) (SCALE NTS) CONVEX CURVE F KEYSTONE UNIT 6 "t If 6 UNREINFORCED CONCRETE LEVELING PAD OR 8 WASHED STONE 2 –0 LEVEIJNG PAD DETAIL (SCALE NTS)