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Home My WebLink About20191628 Ver 3_DWRNo_20191268_Buffer Impact Update Package_20220602 .'000 N*M20A./� July 8, 2020 Ref: 39080.00 Division of Water Resources 1617 Mail Service Center Raleigh, NC 27699 Re: Mingo Creek Buffer Impacts Updated Permit Drawings DWR Number 20191268 Rob Ridings, The Town of Knightdale received a 401 Water Quality Certification for unavoidable impacts associated with the installation of the Mingo Creek Greenway, TIP Number: C-5604HA. During the NC Division of Environmental Quality sediment and erosion control permitting review a few changes were made to the Neuse River riparian buffer impacts, there were no changes to stream or wetland impacts. These changes were made based on shifting easement lines and adjusting the limits of disturbance to those new limits. The overall impact amount decreased in Zones 1 and 2. Table 1 demonstrates the changes by Site and Zone, with red numbers showing increases and green numbers decreases for specific sites and zones. Table 1 Riparian Buffer Impacts Differences by Site and Zone Site Original Original Original Revised Revised Revised Number Zone 1 Zone 2 Total Zone 1 Zone 2 Total Impact Impact Impact Impact Impact Impact 1 6144 4722 10866 6359 4834 11193 2 2113 2624 4737 2095 2624 4719 3 3545 1950 5495 2581 1368 3949 4 7314 5960 13274 7946 5943 13889 5 4302 5217 9519 3441 5432 8873 6 3005 4790 7795 2737 4547 7284 7 1915 5117 7032 1864 4926 6790 Totals 28338 30380 58718 27023 29674 56697 Venture 1 940 Main Campus Drive,Suite 500 Engineers I Scientists I Planners I Designers Raleigh,North Carolina 27606 P 919.829.0328 F 919.833.0034 Division of Water Resources Ref: 39080.00 July 8,2020 Page 2 vhb The final difference for Zone 1 was a decrease of 1,315 sq.ft. of impact and for Zone 2 a decrease of 706 sq.ft. of impact. There were no changes to the linear footage or acreage impacts for streams or wetlands. The updated buffer permit drawings are attached. Please contact me if you have any questions or need additional information. Sincerely, VHB Engineering NC, P.C. g, /�—� Heather Smith, LSS Senior Environmental Scientist hsmith@vhb.com CC: Michael Repsch, PE \\gbldata\projects\Raleigh\39080.00 MingoCreek Grnwy\EEData\NR\Permitting\Buffer Impact Update Cover Letter.docx-NoPane.docx BTAS6 8TA'1'8 P80J8C1'88P888NCB NO. 9H88T O NO. P N.C. C-5604HA 1 TO)" OF KIN[IGHTDALE STASB P801.N0. P.A.PROI.N0. D88CgVSRIH Lock rt ° 264 b Ele ' z64 PUBLIC WORKS DEPARTMENT BUFFER DRAWING ,�. SHEET 1 OF 6 h ry� B GIN , PR JECT i 0 tg 6a R ert n t `C 0 MINGO CREEK GREENWAY EXTENSION _ e � N 35 N n Q a �N Q7 _ BILL SUMMERS JAMES ROBERSON ° z� TOWN MANAGER MAYOR 64 VICINITY MAP PROJECT LOCATION BUFFER IMPACTS PERMIT 7,0 $ owe 9 g —MKN— KN�H� BEGIN CONSTRUCTION a —L1 R— STA. 14+34.42 9 5 6 : Q SITE 7 O M/ EK PARL7— j s �l SITE 4 SITE 6 �6 — SITE 5 SITE 3 SITE 1 SITE 2 THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE TOWN OF KNIGHTDALE. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. THIS PROJECT IS WITHIN THE NEUSE RIVER BASIN 0 AND IS SUBJECT TO RIPARIAN BUFFER REQUIREMENTS. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH END CONSTRUCTION ALL TOWN OF KNIGHTDALE AND/OR NCDOT —1-6— STA. 94+13.60 STANDARDS AND SPECIFICATIONS. Prepared by: PROJECT LENGTH LENGTH OF ASPHALT TRAIL = 1.08 MILES VHB Engineering NC,P.C.(C-3705) LENGTH OF CONCRETE TRAIL = 0.17 MILES 940 Main Campus Drive,Suite 500 Raleigh,NC 27606 LENGTH OF BOARDWALK = 0.04 MILES TOTAL LENGTH OF PROJECT = 1.29 MILES awa�.rMa„iaa. This n desig has been reviewM by We Eagweer for the]'own ofA ghWa aadto the bestofmy knowledge and belief,it GRAPHICSCALES —frro,w 6e�i---blished is fe Soadard Specifications afore Tawa of Kaightdale. dy: Dee: 300 150 0 300 600 Tow Eag agar These plans ere approvM by the T ofK ghtdale and serve as coaswcgoa pleas for-project. 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SHEET NO. m C-5604HA 1 9 IRW BUFFER D RAW I N G ROADWAY DESIGN SHEET NO. HYDRAULICS xxxxx ALLOWABLE IMPACTS Z E 1 SHEET 5 OF 6 ENGINEER ENGINEER 10 ALLOWABLE IMPACTS ZONE 2 a� 0o e DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ✓q BENCH M TIE IN O -'N'dj � a��a 20"OAK BB 2U1 �tgSr'r'S co ww111 S. lanni"at ELEV=325.3 b?DJj PC'BY � �, suMe It a1�el CLASS B RIP RAP Q � Durhemp9o948C4e�8o4148 27701 EST.3 TONS Z INC License V-1301 EST.11 SY GEOTEXTILE saa` ENGINEERING PAD LENGTH=8' WIDTH AT PIPE=4' WIDTH AT END=12' \ sass F Bl l\ SITE 7 mr ar e2 S`,S��0 P N a 24"HDPE ® 090 �oetiryo`�s e� d` 117 �y � a rs-tiF ccF SYy waB, waa �`� � 350 .11-50 .... .... .... .... . . .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... e L d L E ... : :. 330 m .. .. N1111111 _ kH :. .. .. 3-20 ro 0 m V C N E C 0 290 W H f G' W d U Q� O� m� 72+50 73 74 75 76 77 78 79 80 81 82 83 84 85 86 BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 SITE NO. STRUCTURE SIZE/TYPE STATION (MAP ID) CROSSING BRIDGE IMPACT (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) 1 MULTI-USE TRAIL FILL -L1 R-STA. 16+81 TO X 6359 4834 11193 STA.22+30 2 MULTI-USE TRAIL FILL -L1 R-STA.23+46 TO X 2095 2624 4719 STA.27+08 3 66"RCP -L1 R-STA.29+18 TO X 2581 1368 3949 STA.31+23 RT. 4 BOARDWALK -L4-STA.61+26 TO STA. X X 7946 5943 13889 65+97 5 MULTI-USE TRAIL FILL -L4-STA.66+04 TO STA. X 3441 5432 8873 69+00 6 MULTI-USE TRAIL FILL,30" -L4-STA.69+00 TO STA. X 2737 4547 7284 HDPE 71+70 7 MULTI-USE TRAIL FILL,30" -L4-STA.71+70 TO STA. X 1864 4926 6790 HDPE 74+12 TOTAL: 27023 29674 56697 MINGO CREEK GREENWAY WAKE COUNTY PROJECT: C-5604HA 7/6/2020 SHEET 6 OF 6 Rev.May 2006