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HomeMy WebLinkAbout20191316 Ver 2_BR-0122 Nationwide Sampson September 18 2020_20200918 U STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER J.ERIC BOYETTE GOVERNOR SECRETARY September 18,2020 U.S.Army Corps of Engineers Wilmington Regulatory Field Office 69 Darlington Avenue Wilmington,NC 28403 Attn: Mr. Brad Shaver NCDOT Coordinator Subject: NWP 3 PCN for Bridge No. 348 on SR 1703 over Beaverdam Creek in Sampson County. USACOE Action Id.No. SAW-2018-02240, TIP BR-0122, WBS Element 67122.1.1 Dear Mr. Shaver: The North Carolina Department of Transportation (NCDOT) is preparing to replace the subject bridge. It was anticipated that this project could be performed with authorization under NWP 3 with no written authorization required, and you confirmed the applicability of NWP 3 for this project on October 1, 2019. However,due to the recent listing of wood stork in Sampson County by the U.S.Fish and Wildlife Service,and uncertainty over the bird's distribution in this county,the effect call by USFWS now requires us to obtain written approval. The following information is supplied to meet the requirements of the NWP 3 notification. Project description(Item 4) The purpose of this project is to replace Sampson County Bridge No. 348 on SR 1703 over Beaverdam Creek. The proposed bridge will have two 11'lanes with variable paved shoulders up to 4.4'. The existing bridge is being replaced due to its age and deteriorated condition. Traffic will be detoured offsite during construction. The project's potential impacts were evaluated in a Categorical Exclusion Action Form completed in July 2019. The current plans show 0.02 acre of wetland impacts from fill and 0.05 acre of mechanized land clearing,totaling 0.07 acre of permanent impacts to wetlands. A copy of the project permit drawings is attached. Delineation(Item 5) The project was delineated in October 2018 during preparation of a Natural Resources Technical Report completed in May 2019. You reviewed the wetland limits during a site visit on May 8,2019 with Mason Herndon and Joanne Steenhuis, issuing a PJD on May 22,2019. Mitigation (Item 6) Impacts for the project are minimal, and compensatory mitigation is not proposed. MAILING ADDRESS: NC DEPARTMENT OF TRANSPORTATION TELEPHONE: 919-707-6000 LOCATION: ENVIRONMENTAL ANALYSIS UNIT FAX: 919-212-5785 CENTURY CENTER,BUILDING A 1598 MAIL SERVICE CENTER 1000 BIRCH RIDGE DRIVE RALEIGH NC 27699-1598 WEBSITE:NCDOT.GOV RALEIGH NC,27610-4328 Protected Species(Item 7) Preparation of the CE document in 2019 addressed potential impacts on Federally protected species. However,the wood stork was added to the list for Sampson County earlier this year. Coordination with the USFWS indicates that the project May Affect,but is Not Likely to Adversely Affect the wood stork. Email correspondence is attached. Historic Properties (Item 8) Preparation of the CE document in 2019 addressed potential impacts on historic properties, with no adverse impacts anticipated. Items 9 and 10 on the PCN list,Wild and Scenic Rivers and Corps civil works projects,are not applicable to this project. REGULATORY APPROVALS Section 404: NCDOT requests written approval for NWP 3 as required for the above described activities. Section 401: Written approval for these activities is not required from the N.C. Division of Water Resources. A copy of the permit application and its distribution list will be posted at https://xfer.services.ncdot.gov/pdea/PermApps/. We appreciate your assistance to meet the project letting scheduled for January 19, 2021. If you have any questions or need additional information, please contact Gordon Cashin at gcashin@ncdot.gov or 919-707-6107. Sincerely, EDocuSigned by: fite4 C. IZ+.uc4.4111 AAAD1248B309416... for Philip S. Harris, III,P.E., C.P.M. Environment Analysis Unit Head From: Jordan,Gary To: Cashin,Gordon E Cc: Rivenbark,Chris;Wilson,Travis W. Subject: Re: [EXTERNAL]Wood stork issues,BR-0121 and BR-0122 Date: Wednesday,September 16,2020 8:19:10 AM Ex11110111.1111111111111111111.1111111101111rs unless you verify.Send all suspicious email as an attachment to report.spam(@nc.gov Gordon, The breeding season for wood storks begins about April 15. We have limited evidence of breeding in Sampson County. Overall, the species is exceptionally rare in Sampson County, especially so from about November to early April. Given these facts, and given that the two projects would either be completed or well underway prior to the breeding season, I would have no problem providing concurrence with a May Affect,Not Likely to Adversely Affect conclusion. I would provide that concurrence without a survey. However, if either of the projects got delayed and the let got moved to during the breeding season, a survey may be needed for concurrence. I recommend you go ahead and send me an official request for concurrence with that conclusion. Please provide the rationale for the conclusion with your request. Gary Jordan Fish and Wildlife Biologist, Liaison to NCDOT U.S. Fish and Wildlife Service P.O. Box 33726 Raleigh, NC 27636-3726 Phone: 919-856-4520 x.32 Email: garyjordan@fws.gov From: Cashin, Gordon E <gcashin@ncdot.gov> Sent:Tuesday, September 15, 2020 3:59 PM To:Jordan, Gary<garyjordan@fws.gov> Cc: Rivenbark, Chris<crivenbark@ncdot.gov> Subject: [EXTERNAL] Wood stork issues, BR-0121 and BR-0122 This email has been received from outside of DOI- Use caution before clicking on links, opening attachments, or responding. Gary, These two projects are located in Sampson County, where the stork has been added. Looking at the NRTR's, both sites appear to have potential foraging habitat available, at least to me and my limited knowledge off storks. BR-0121 is located next to a vegetated pond, and BR-0122 next to a freshwater marsh wetland with a pond in the study area. GIS didn't reveal any records of stork anywhere nearby. Even had we visited during the survey window, our odds of seeing one would be remote, but it wouldn't stop one of the big white birds from dropping in ten minutes after we left. So it remains a bit of a mystery how best to address the stork. It looks like it should be May Affect- Not Likely to Adversely Affect to me, but perhaps not. Are wood storks nesting in NC now? I know they have been basing summertime operations down around Sunset Beach for some time. BR-0121 is scheduled for letting in November, and we had covered it with a non-written NWP 3, under the assumption we had No Effect on all the species covered by the NRTR. So we will have to hustle to get it covered by a written NWP without delaying the let. BR-0122 doesn't let until January so we have more time to redo the permits. I have attached the 2 project NRTRs so you can see the maps and the habitat descriptions. Perhaps we can talk about this Thursday? I will be in the Beaufort County tomorrow looking for T&E plants. Gordon Cashin (919) 749-0442 Email correspondence to and from this sender is subject to the N.C.Public Records Law and may be disclosed to third parties. !Ii 17wF1V North Carolina Department of Transportation S I()!'17 iwj trt' Highway Stormwater Program STORMWATER MANAGEMENT PLAN (Version 2.01;Released December 2014) FOR NCDOT PROJECTS WBS Element: 67122.1.1 TIP No.: BR-0122 County(ies): Sampson Page 1 of 1 General Project Information WBS Element: 67122.1.1 TIP Number: BR-0122 Project Type: Bridge Replacement Date: 8/5/2019 NCDOT Contact: Mason Herndon Contractor/Designer: Wetherill Engineering,Inc./Harminder Singh,PE Address: Highway Division 3 Address: 1223 Jones Franklin Rd. 5501 Barbados Blvd. Castle Hayne,NC 28429 Raleigh,NC 27606 Phone: 910-341-2036 Phone: 919-851-8077 Email:tmherndon@ncdot.gov Email: hsingh@wetherilleng.com City/Town: N/A County(ies): Sampson River Basin(s): Cape Fear CAMA County? No Wetlands within Project Limits? Yes Project Description Project Length(lin.miles or feet): 0.08 Surrounding Land Use: Rural,wooded Proposed Project Existing Site Project Built-Upon Area(ac.) 0.3 ac. 0.2 ac. Typical Cross Section Description: Proposed Project conditions are two 11'lanes with variable paved shoulders up to 4.4'. Existing road conditions are two 10'lanes with variable grass shoulders. Annual Avg Daily Traffic(veh/hr/day): Design/Future: Year: Existing: 110 Year: 2019 General Project Narrative: Existing drainage conditions around the bridge are being maintained.There will be no deck drains on this project.Runoff will be picked up on the line-ahead side of the bridge (Description of Minimization of Water and outlet onto a riprap pad in the wetlands.This area is already effected by ROW. Quality Impacts) Waterbody Information Surface Water Body(1): Beaverdam Swamp NCDWR Stream Index No.: 18-68-1-1 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Swamp Waters(Sw) Other Stream Classification: None Impairments: None Threatened/Endangered Species? Comments: NRTR Stream ID: Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? No (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the (If yes,provide justification in the General Project Narrative) General Project Narrative) r SHEETOTAL See Sheet 1-A For Index of Sheets STATE n STATE STATE PROJECT REFERENCE NO. 61 ]1 ATE OF NORTH CA II OLIN� NO. SHEETS 0- See Sheet 1-B For Conventional Symbols N.C. B R-012 2 i m See Sheet 1 C-1 TO 1 C-2 For Survey Control Sheets DIVISION OF HIGHWAYS SSATB PROI.N0. P.A.PROl.N0. D69CRIPTION 67122.1.1 PE // I 1378 1522 1521 u 521 ,r ff" SAMPSON COUNTY 1373 �l �1 � ° �� ® 1520 I 1521 `I / °\' �y 1223 Jones Franklin Rd. `ll �; LOCATION: BRIDGE NO. 810348 OVER BEAVERDAM CREEK ® / Raleigh,N.C.27606 NI f �ETHERILL License No.F-0377 N `- l .�-. o ENGINEERING Bus 919 851 8077 \ \ ON SR 1703 (OLD GOLDSBORO RD) Fox: 919 851 8107 J O /- �►� . .11.1111111111 TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN 1 .4 / TYPE OF WORK: GRADING,DRAINAGE,PAVING & STRUCTURE CIVIL/SITE DESIGN - G/S/GPS - CONSTRUCTION OBSERVATION 14 / .___ 139 � 1373 \ 10509 _ WETLAND AND SURFACE WATER IMPACTS PERMIT BRIDGE #810348 1372 \ / 1376 1510 �-� \ • • PERMIT DRAWING Esim 1509 15081561 / �� 1375 �111 Co) 1361 I R41 517�3167 1508 1561� ♦\L� SHEET 1 O F 5 r_` 1 1883 // took. BEGIN BRIDGE END BRIDGE 4 -L- STA.15+79.00 -L- STA.16+39.00 END NCDOT PROJECT BR-0122 -L-POC STA. 17+99.00 e „...,....._ ___ -L- \ SR 1703 SA. \ —=— (OLD GOLDSBORO RD) 11( -,.,,,_ --,,,. ,,Nr ---- ---- A/2446 v ± BEGIN NCDOT PROJECT BR-0122 I I R !>pl 1-1 -L-POT STA.13+75.00 (4444, _c BFAtiv Oiv SITE I w '�i ce al co c 2 0 72 INCOMPLETE PLANS y DO NOT USE FOR R/W ACQUISITION E C CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III MODIFIED. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED C • • THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF NEWTON GROVE. GRAPHIC SCALES DESIGN DATA Prepored for: PROJECT LENGTH DIVISION OF HIGHWAYS HYDRAULICS ENGINEER ADT 2019 = 110 STRUCTURES MANAGMENT UNIT c 50 25 0 50 100 1000 BIRCH RIDGE DRIVE RALEIGH NC,27610 0 08®WN? I 1 111_ — LENGTH ROADWAY PROJECT BR-0122 = 0.069 MILES 2018 STANDARD SPECIFICATIONS , °440 N PLANS LENGTH STRUCTURE PROJECT BR-0122 = 0.011 MILES f r T 7 % RIGHT OF WAY DATE: EDWARD G,WETHERILL, PE SIGNATURE: P.E 4 0 PROJECT ENGINEER 50 25 0 50 loo V = 35 MPH TOTAL LENGTH PROJECT BR-0122 = 0.080 MILES ROADWAY DESIGN ` I APRIL 3 2019 01 ■ 1 I 1 1 * (TTST =3% + ENGINEER f °, PROFILE (HORIZONTAL) DUAL =4%) LETTING DATE: GREG S. PURVIS, PE ���+— O 10 5 0 10 20 FUNC CLASS = NCDOT CONTACT: DAVID STUTTS, PE OCTOBER 3,2019 PROJECT DESIGN ENGINEER ® p9p O Y P cap) RURAL LOCAL PROJECT ENGINEER -PEF/PROGRAM MGT. ` 1 �11� Z °NPROFILE (VERTICAL) SUBREGIONAL TIER ` P.E. Z_O a \ SIGNATURE: J 0' 1223 Jones Franklin Rd. PROJECT REFERENCE NO. SHEET NO. I BEG.APPROACH SLAB END BRIDGE V/ Raleigh,N.C.27606 PERMIT DRAWING //F� DENOTES FILL IN �`WINEERIN 9 BR-0/22 -L-STA.15+68.00 -L-STA.16+39.00 J ENGINEERING Liscense No.F-0377 co q'-5" TYPE III q'-5" VA" in 4-5• / WETLAND Bus: 919 851 6077 R'W SHEET NO. SHEET 2 O F 5 ---r Fax: 919 851 8177 11'�!�l��l�■� ROADWAY DESIGN HYDRAULICS 11' * DENOTES MECHANIZED TRANSPORTATION PLANNING/DESIGN-BRIDGE/STRUCTURE DESIGN ENGINEER ENGINEER �'R®M�!M■� CIVIL/SITE DESIGN-G/S/GPS-CONSTRUCTION OBSERVATION 100' 0' 100' � ������ * * * * CLEARING ■ ■ ■ ■ ■ 4'-5" TYPE III 4•_5" 1•_1"TY'H III 4'-5 I C1 ANNIE W.SMITH • ■ ■ • • BEGIN BRIDGE ENDB APPROACH Y, Y . GRAPHIC SCALE STA.15+79.00 -L-STA.16 50.00 V SKETCH SHOWING BRIDGEPAVEMRNT LELATIONSHf' 1 T yl LUTHER D.WILLIFURD x O / O / I SWAMP WAS DRY j Al THE IdE oP suRv OLD GOLDSBORO Nl6°7,11 E. OLD GOLDSBORO ROAD.LLC \ ROAD,LLC a"CH \ a A Ll K \ - ± BEAVER DAM ± /, UNKNOWN CEMETERY / Y / o \ PROPERTY LINE IS RUN / a ,o% / I OF BEAVER DAM CREEK , / // / / / / ~ 2/� CEMETERY N 392 PIPE EXPOSED ICY `HE ± / / OF NEk,"TO OWN ERY -BERT E.LEE TOWN OF NEWT r1 GROVE /" / RETAIN/ / Com�harfe�GROyf o- O I // //// ari Century Cf0/2/ FiP WOODS 1 IY �..;� /�/ RETAIN / �p'��o \�� - ,.�. -- ExiSI R/ WOODS F� F f1 v 8 II 4/. ` SR/703/OV __ ••- --rss- j -'O• --rss-- _ � Ate- _ _i / / B'RCP O GOLDS - - -- --- -���e:�_..�.=� �e�+ 8'HOPE ________-1 BR BORO ROJ o = ,, t �"'ti N 553E'598"� ■MIaga i. ��-r �I l8��opt2 /�V0:4./yv.w .• r8„___ W __ ^ SRp P 1_ i" --IBC- /S?/NCo_ EXISTING R/W 1~ •„jy�_�M�,�q.a`� W .\ \ \rI lellAW! � M �<E;1E,1F11"tle 1 E`.i.e}'! "1 „ - -_._,a. _. . 3\ \7 II WOODS I M7 ta� ►► _ � \\ WOODS XI e / \�j FF // ml to / /I /S RCP •± _O We _ // RMpNTow �WO c E Nq0 N3N�p/ SITE f" I / / 2 \ w \ PROPERTY LINE / S RUN \ OF BEAVER // v�In ; \ x DAM CREEK P.B.JERNIGAN _ NANCY J.WISE �' MARY MACK'S DEVELOPMENT,LLC. I WILLIAM T.HERRING O \ SEE SHEETS S-1 THRU S-8 I I O - FOR STRUCTURE PLANS I 200 200 190 q STA 16+08 L I ������������! �����������! 190 � CROWN ELE . .■M■■■■ rrrr■V■■■■■■ ■■■■■■■■■■■ N ■ 10 65'Cr I11I AB 24'W/4.0 CA' III�I�IIIIII� IIIIIIIIIIII rn - 90 DEGRFt `I 11 W 180 W O RI= /4+60.00 -PI- 17+20.00 nnnnnn !!!!!!!!!!!N EN 180 ct o EL = /65.95' Lu • E _ VC = l62' o VC - 15805 Lu 4. N 1 _ z DS -950MPH= m �v K = /69 :87: a170 - ���° z m o =DS = 6OMPH+ C, 170 mN �� W • _12.5/98 / 120300% *�—�_ _ - -' - .!+J0 58.7x- ERADE " 160 c c _ ,._T %ggi-1 — +J0.825'�� BRIDGE HYDRAULIC DATA 160 q =NE_TS SUBPEG'0/JAL TIEP LOWESTCHORD DESIGN DISCHARGE = 500500 CFS • GUIDELINES EXCAVATE TO E .. XLAVA -I IU '''1 �'r ELEV.= 159.0' \ \ DESIGN FREQUENCY = 25 25 YRS LEV.= 123.0' �I DESIGN NW ELEVATION = 160.460.4 FT CL.II RIP RAP 150 CL IRIP RAP KEY-IN 35' BASE DISCHARGE = 700700 CFS 150 KEY-N 3.5' BASE FREQUENCY = 100 100 YRS - -- . I ■i�■i N' - BASE HW ELEVATION = 1601160.8 FT N, _ -- - - - - NW - --- -- OVERTOPPING DISCHARGE= 380E1+/-CFS NEEN- -- - - - ELEV.= 158.5' - OVERTOPPING FREQUENCY= 500.300+ YRS 140 - I W.S.ON 12/6/2018 - - - OVERTOPPING ELEVATION= /65.765.7 FT 140 - - - _ ELEV.= 157.5' •• - - - o - - - - ■■ - DATE OF SURVEY = 12/629�/20I8 -La 130 IIIIIIIIIIIII1IIII�II II AT DATE OF SURVEY = /57.ffi7.5 FT 130 s i N m m 120 BM1 ELEVATION = 177.79 BM2 ELEVATION . 159.85 - 120 m N 549342 E 2194683 N 549541 E 2195150 - m c L STATION 11.65.06 45.29 LEFT L STATION 10.09.78 40.21 RIGHT Q.0 BENCHTIE NAIL IN BASE OF 22' OAK BENCHTIE NAIL IN BASE OF 24' OAK min cE- 110 �1 II I II I I I I I I I I IIIIIIII I I III I IIIIIIII I I I I I I I I I II I I I I II I II I I I I I I IIIIIIII I I I I IIIIIIIII 110 �m 10 11 12 13 14 15 16 17 18 19 20 21 ma-, inn c,-, PERMIT DRAWING / 30' 0 ' 30, • • • • • SHEET 2A OF 5 / / , "> " " ' CRAB - IC SCALE > >E EXPOSED �3Y *HT / - TOWN OF IXEWTCXI GROVE RETAIN 03ET E. 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BEG.APPROACH SLAB END BRIDGE / i pV ETRERILL Raleigh,N.C.27606 BR-O/2,2 PERMIT DRAWING L_STA.15+68.00 -L-STA.16+39.00 �/�j DENOTES FILL IN �` Lisaense Na.F-0377 ENGINEERING 4'-5" TYPE in 4'-5" 1'-1"TYPE III 4-5, / WETLAND I i Bus: 919 851 8077 RW SHEET NO. co SHEET 3 OF 5 ---=.- Fax: 919 851 8107 11'I�II�II��II��I - ov' i ROADWAY DESIGN HYDRAULICS 1 I / I TRANSPORTATION PLANNING/DESIGN-BRIDGE/STRUCTURE DESIGN ENGINEER ENGINEER 11'IIIIM®��!%■� * * * DENOTES MECHANIZED , I 1 I\ / CIVIL/SITE DESIGN-GIS/GPS-CONSTRUCTION OBSERVATION ■ • • • • 4'-5" TYPE III 4'_5" P-1"Tr III 4•_5 'I CLEARING / 1 // /O \I ANN11E W.SMITH BEGIN BRIDGE END APPROACH / r -L- LAB I \ /''`, . 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I \ �� -:-< OF BEgqk€R \ 1 1 / 1 , I 1 1 e `-°// I \ \ \ \ \ \\`\ \ \ \ \\\ \ \ _-- ..d, ± ± ___ ____X DAM AREEK \ yypp \rIt N\ \I 1 1 1 . I / \\ \\ - \. \\\\ \ \ '' '''In 'IP \ i111 ) i \ .\ I \ \ NANCY J.WISE J / I /.'-- - MARY MACK'S DEVELOPMENT,LLC.\\ \\ \ \ \ ^1\\IIII I LLIAM T.HEF�RING \ 11\\n' 1 \ \ / /� / / 4y , n I /, _ i �� \ SEE SHEETS S-1 THRU S 8 I \ \ \ \ \ - ' 11 1 1 ' I F- \ 1111 r// --� \ v 1 v v-vA v II In" '4' 1 0 �<t1 /I I / i J v. v vvv i i / FOR STRUCTURE PLANS 200 200 190 IWN ELE. ■I,uuuu. _IIIIIIIIIIII,■IIIIIIIIIIII • 190 ■ �� 9006E C t Mil AB 24'W/4.0 CA' III!I�IIIIII Illlllllllllo■ 0 - -- - ■ 90 DEGREE Mil W s 180 ly o PI= 14+60.00 i PI= 17+20.00 nnnnnn� nnunnn 180 Q o EL = /6595' W E _ — *� VC= 962 On �� VC = 15805 �cz� N �' ` ? DS = 50MPH= m+ *) cots) DS =1660MPH+ CC 4-Lrl000000110000110 L170 c ' --�LLn-w W� o �W�w � � - - - -- - -- `-- � 170 Ex.GRA m� �111111111111��111111111111 m l 12.5/98% ./-140300r - *�-9_ _ _ _ f' 0 160 .� i U.''6 R 1+1058e7x +J0.82^ - r ■. � ►♦ BRIDGE HYDRAULIC DATA 160 q 'MEETS SUB0EG10NAL T/rP LOWEST .OW ;l��' • OHORJ DESIGN DISCHARGE = 500500 CFS GUIDELINES I r EXCAVATE TO LEV./p 11�3 T . / T�0 ELEV.= 159.0' DESIGN FREQUENCY = 25 25 YRS E DESIGN HW ELEVATION i CL.II RIP RAP _ 160.960.4 FT 150 • C KEYRIN 3 5' KEY-IN 3.5' \ BASE DISCHARGE = 700700 CFS 150 BASE FREQUENCY = 100 100 YRS L,1 - --- I I �.�i BASE HW ELEVATION = 160.6608 FT OVERTOPPING DISCHARGE= 9505+/-CFS �_ -- - - --- - --- EWEv.= 158.5' - OVERTOPPING FREQUENCY= 500500+ YRS CT 140 f W.S.ON 12/6/2018 - - - OVERTOPPING ELEVATION= /65.765.7 FT 140 ELEV.= 157.5' ii o I ■■ - DATE OF SURVEY = 12/629W/2018 111111111111111111111 II AT DATE OF = /57!B -La 130 7.5 FT 130 s EN m m 120 BM1 ELEVATION = 177.79 BM2 ELEVATION . 159.85 - 120 m N 549342 E 2194683 N 549541 E 2195150 mil' L STATION 11.65.06 45.29 LEFT L STATION 10.09.78 40.21 RIGHT Q.0 BENCHTIE NAIL IN SASE OF 22' OAK BENCHTIE NAIL IN BASE OF 24' OAK min 0,TH 110 1 "1 1 1 I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I 1 1 1 1 1 1 1 I I I I I I I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 I I I I I I I 1 1 1 1 1 1 110 r.Kim 10 11 12 13 14 15 16 17 18 19 20 21 ma-, inn m 0 5 10 PROJ.REFERENCE NO. 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(Ru ■ ■■ ••• i r.-yr � :4al ` \ - �W/ = • CC 3.1 _ •■• 164.35 EXIST. \ \ NM NM ME= .� - — �_ �_.._ - ...._ _ — N 155 - - ■■■■■■■■■•�11111—II• ■ 1111.11111_ A. N nnnn- 1111111••• I I I ••••E••_ :w _ ••••• • !!!!! !J!: '! 11111111111 co II 1111111111. 11111111111111111111111llIlil11 .1111111111111111111111111111111111111111111111111111111111111111111I o 111 111111....�T� T I "� III 7; 70 65 60 55 50 45 ,_•=1M 1111�L1111®11111.5•.t•IIMI : it : 11111 ©1111II I I11111♦.`B . ma. WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size/Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 -L- 14+75 to 18+05 65' Bridge 0.02 0.05 TOTALS*: 0.02 0.05 0 0 0 *Rounded totals are sum of actual impacts NOTES: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5/22/2019 BR-0122 Sampson Co. Revised 2013 10 24 SHEET 5 OF 5