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Home My WebLink About20221612 Ver 1_DWR Comment Responses B14 01-10-2022_FINAL COMBINED_20230110yam" O� C STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION Roy COOPER J. ERIC BOYETTE GOVERNOR SECRETARY January 10, 2023 Mr. Garcy Ward NC Division of Environmental Quality Washington Regional Office 943 Washington Square Mall Washington, NC 28779 SUBJECT: Applicant Response to Additional Information Request Replacement of Bridge 14 over Beard Creek in Pamlico County Bridge Project No. 17BP.2.PE.94 Dear Mr. Ward, The following includes responses to the additional information request received December 14, 2022, from the NC Department of Environmental Quality (NCDEQ): • Agent Authorization Letter. One was not included in the submittal. An executed Agent Authorization Letter was sent to Garcy Ward, NCDEQ, via email at garcy.ward@ncdenr.gov on December 14, 2022. A copy is attached. • There is extensive mechanized clearing shown in the coastal wetlands on the west side of the bridge extending to the limits of the PUE and PDE. According to the utility drawings, the only utility being relocated is a 6" water line via directional bore on the north side of the road. Is this amount of clearing necessary for the water line relocation? If so, please explain. If clearing is needed, can the mechanized clearing be changed to hand clearing? Mechanized clearing is considered a permanent mitigable impact but it was not shown as an impact in the PCN. If the amount of proposed mechanized clearing cannot be reduced, then mitigation will be required as permanent impacts will exceed 1/10th of an acre. If the impact amounts and types are changed, please amend the PCN to reflect the changes.. Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION 2 PROJECT DEVELOPMENT GROUP PO BOX 1587 GREENVILLE, NC 27835-1587 Telephone: (252)-439-2812 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 1037 W.H. SMITH BLVD GREENVILLE, NC 27834 Clearing required for the utilities will be accomplished via hand clearing. The remaining mechanized clearing shown is necessary for the roadway construction. The Wetland and Surface Water Impact Drawings have been adjusted per the most recent set of final LBO plans. Per the comment above, the impact areas previously calling for "mechanized clearing" have been changed to "hand clearing, where possible. Mechanized Clearing has been reduced from 0.17 to 0.11 acres by allowing a 10-ft grading buffer from the slope stakes line and Hand Clearing the rest of the PUE. Permanent wetland impacts exceed the 1/10 mitigation threshold and compensatory mitigation has been identified for the project. Total permanent impacts are 0.16 acres. As such 0.32 wetland mitigation credits will be required. A copy of the compensatory mitigation Statement of Availability letter is included in this response. The revised quantity forms are located at the end of each plan set. A copy of the revised impact table is attached, and a Project Submittal Interim Form has been submitted with the revised impact table to reflect the comments above. The PCN in Section D.2. is showing 0.02 ac of fill in wetlands at Site 1 and 0.02 ac of fill in wetlands at Site 2 due to roadway fill/rock plating. The wetland impact summary table is showing 0.03 ac of fill for the same activity at the same sites. Please confirm which is the correct amount. The correct amount for rock plating at Sites 1 and 2 is 0.02. The PCN reflects the correct amount. • There is 0.02 ac of hand clearing as shown on the plan sheets and quantified in the wetland impact summary table. This also needs to be listed as a temporary impact in Section D.2. in the PCN. The revised quantity form is located at the end of the revised plan sheet. A copy of the revised impact table is attached, and a Project Submittal Interim Form has been submitted with the revised impact table to reflect the comments above. Buffer impacts. Is clearing of the riparian buffer to the limits of the PUE and DUE necessary in all 4 quadrants? If so, please explain. As noted above, the proposed clearing limits previously calling for "mechanized clearing" have been changed to "hand clearing, where possible to minimize impacts to the buffer. The remaining areas calling for mechanized clearing are necessary for the roadway construction. A copy of the latest utility drawings is attached to this submittal to assist in your review. If you have any questions or need additional information, please contact Michael Aman at mcaman@ncdot.gov or (252) 439-2812. Sincerely, Michael Aman, PE Division Bridge Program Manager Division 2 Project Development Group STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION Roy COOPER GOVERNOR MEMO TO: Tom Steffens US Army Corps of Engineers Garcy Ward NC Division of Water Quality Stephen Lane NC Division of Coastal Management FROM: Michael Aman, PE Division Bridge Program Manager Division 2 Project Development DATE: 12/8/2022 J. ERIC BOYETTE SECRETARY SUBJECT: 17BP.2.PE.94 Replacement of bridge 14 on SR 1005 Neuse Road, Pamlico County Stream and Wetland Delineation and Permitting Consultation: Tom, Garcy and Stephen: I, the current landowner or municipal official, hereby designate and authorize SEPI, Inc. to act in my behalf as my agent in the processing of permit applications, to furnish upon request supplemental information in support of applications, etc. from this day forward for this specific project. This notification supersedes any previous correspondence concerning the agent for this proj ect. Sincerely, 4� Michael Aman, PE Bridge Program Manager Mailing Address: Telephone: (252)439-2812 Location: NC DEPARTMENT OF TRANSPORTATION Customer Service: 1-877-368-4968 1037 W.H. SMITH BLVD DIVISION 2 GREENVILLE, NC 27834 PROJECT DEVELOPMENT GROUP Website: www.ncdot.gov PO BOX 1587 GREENVILLE, NC 27835-1587 WETLAND IMPACTS Impact Type of Impact Area Site # Reason Type Type of W W name Forested Jurisdiction (AC) Roadway Fill and Rock Salt Brackish 1 Plating P March WA Yes Both 0.02 Perimeter EC / Easement Salt Brackish 1 Clearing (Mech Clearing) P March WA Yes Both 0.04 Perimeter EC / Easement Salt Brackish 1 Clearing (Hand Clearing) T March WA Yes Both 0.06 Salt Brackish 1 Bridge Construction P March WA Yes Both 0.01 Bridge Construction (Hand Salt Brackish 1 Clearing) T March WA Yes Both 0.01 Roadway Fill and Rock Salt Brackish 2 Plating P March WA Yes Both 0.02 Perimeter EC / Easement Salt Brackish 2 Clearing (Mech Clearing) P March WA Yes Both 0.07 Salt Brackish 2 Bridge Construction P March WA Yes Both 0.01 Bridge Construction (Hand Salt Brackish 2 Clearing) T March WA Yes Both 0.01 Total Temporary Wetland Impact (AC) 0.08 Total Permanent Wetland Impact (AC) 0.16 Total Wetland Impact (AC) 0.24 ROY COOPER Governor ELIZABETH S. BiSER Secretary MARC RECKTENWALD Director Mr. Michael Aman, P.E. NCDOT Division 2 Bridge Program Manager North Carolina Department of Transportation 1037 W. H. Smith Boulevard Greenville, North Carolina 27834 Dear Mr. Aman: Subject: Mitigation Acceptance Letter: NORTH CAROLINA Environmental Quality January 9, 2023 Division 2 Project — Replace Bridge 14 on SR 1005 (Neese River Road) over Beard Creek, Pamlico County, WBS # 17BP.2.PE.94 The purpose of this letter is to notify you that the North Carolina Department of Environmental Quality — Division of Mitigation Services (NCDEQ-DMS) will provide the mitigation for the subject project. Based on the information received from you on January 6, 2023, the impacts are located in CU 03020204 of the Neuse River basin in the Southern Outer Coastal Plain (SOCP) Eco-Region, and are as follows: Neuse Stream Wetlands Buffer (Sq. Ft.) 03020204 SOCP Cold Cool Warm Riparian Non -Riparian Coastal Marsh Zone 1 Zone 2 Impacts 0 0 0 0.160 0 0 0 0 (feet/acres) NCDEQ-DMS will commit to implement sufficient compensatory mitigation credits to offset the impacts associated with this project as determined by the regulatory agencies using the delivery timeline listed in Section F.3.c.iii of the In -Lieu Fee Instrument dated July 28, 2010. If the above referenced impact amounts are revised, then this mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from NCDEQ-DMS. If you have any questions or need additional information, please contact Ms. Beth Harmon at 919-707-8420. Sincerely, for James B. Stanfill DMS Deputy Director cc: Mr. Tom Steffens, USACE — Washington Ms. Amy Chapman, NCDWR Mr. Brad Chilton, NCDOT — EAU Ms. Anna Reusche, TranSystems File: SR 1130 — Bridge 54 — Division 6 North Carolina Department of Environmental Quality 1 Division of Mitigation Services '®}Jl[ 217 West Jones Street 1 1652 Mail Service Center I Raleigh, North Carolina 27699-1652 NOPTH CAFULM aepakh & Eawl�aaa� , n \ /"� 919.707.8976 U O U DETOUR ROUTE STATE OF DIVISION OF HIGHWAYS PAMLICO. COUNTY PERMIT DRAWING SHEET 1 OF 9 LOCATION: BRIDGE NO.14 ON SR 1005 (NEUSE ROAD) OVER BEARD CREEK TYPE OF WORK: GRADING, DRAINAGE, PAVING, AND STRUCTURE FQ 0 N TO SR 1101 (KENNELS BEACH ROAp) WETLAND AND SURFACE WATER IMPACTS PERMIT THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. GRAPHIC SCALES 50 25 0 50 100 PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) 10 5 0 10 20 PROFILE (VERTICAL) DESIGN DATA ADT 2022 = 915 ADT 2040 = 1,600 K = %D D - -- %D T = 6% * V = 60 MPH * TTST = DUAL = FUNC CLASS = MINOR COLLECTOR "SUB -REGIONAL TIER" PROJECT LENGTH LENGTH ROADWAY TIP PROJECT 17BP.2.R.94 = 0.141 MILES LENGTH STRUCTURE TIP PROJECT 17BP.2.R.94 = 0.025 MILES TOTAL LENGTH TIP PROJECT 17BP.2.R.94 = 0.166 MILES PreXred In Its Office of. �!°$w%1 Glenwood Avenue Raleigh, NC1701 �fl9' Te1919.789.9977 Fa,:919.789.9591 sl''S� a0a License: C-2107 le Engineering & CansVuc[ion, Inc. 2018 STANDARD SPECIFICATIONS RAJIT RAMKUMAR, PE PROJECT ENGINEER RIGHT OF WAY DATE: JUNE 21, 2022 DANIEL W. GARDNER, JR., PE PROJECT DESIGN ENGINEER LETTING DATE: SEPTEMBER 28, 2022 MICHAEL AMAN, PE NCDOT CONTACT STATB STAR PROIRCT RRFRRENCE NU GREET NO TOTAL SXBBTB N.C, 17 B P.2 . R. 94 STATE PROJ.NO P.n.P-O DESCRIPTION 17BP.2.PE.94 WA PE 17BP.2.PE.94 WA RNJ & UTILITIES 17BP.2.R.94 WA CONST. TO NC 306 HYDRAULICS ENGINEER P.E. SIGNATURE: ROADWAY DESIGN ENGINEER INCOMPLETE PLANS DO NOT USK FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ® DENOTES FILL IN WETLAND DENOTES MECHANIZED CLEARING ® DENOTES HAND CLEARING ®DENOTES IMPACTS IN SURFACE WATER \ ® DENOTES TEMPORARY IMPACTS IN SURFACE WATER HTR � � I IS' tIPPE RETAN --pF�— PIP WOODED rn a v a E 15t� INSE 4i Raleigh, NGNC 27627803 S 11G1gh 0Pe Te1:919.789.9977 Fax 919.91 � License: F-045 F-0453 A Division of TranSystems PROJECT REFERENCE NO. SHEET NO. PERMIT DRAWING SHEET 2 OF 9 17BP2PE94 4 ROADWAY DESIGN ENGINEER INCOMFLE DQ NOT USB MR HYDRAULICS ENGINEER 50 25 O SO 100 E FLANS /W ACQUISITION WOODED ® 30' NEUSE BUFFER ZONE 1 JS� RIP RAP AT I .` NKMENT CL 11, RIP NI E TYPE U TERIAL w w i SEE D AIL 5 u NHW REMEXISTIN l ( IC ' � I 1 RIDG TS MPORARY I CTS SURFA1E TER TIN a PACTS W00 ED I A�iA T SURFR CE / �iDOD%i / / CHANIZ�D ARING At /MATE LS I LIE RO K TIF3G STAGING EA �SOpDE yy AS ,' I' P RAP AN TY M IPJL �,� WOODED 1 \ U ICI SYY 1 PUE f5Y14F F * .. �r � y EXISTING R/WR T ICJ IS' DP _ — — T — — — — TB2GI 'O SR 1005 !NEUSE RD) 22'BST TR9GI_MOM" EM (STING Rix � E" ' F F �* � * �; BE * � T LA S 'll'R PTRp�P I�QTESBRIO�"E H =ERK CONC SF�T E BDE GRANITE TY'E it SIEE �' (, v WOODED / �[ DETAILy�1 SIT �G (fbASIT4 WEAAND� :[ �ME HA�1ZEf�c CLiyP.RING Nk � * :k by4 T� 04 WETLAND �� / / T M Y IMPACTS 2 30' NEUSE SU SUR AGE WATER BUFFER ZONE 1 R NHW h NHW DETAIL 1 ROCK PLATING (Norio scale) 1.5 Ft. 5 c—IV G.o��d wa; PIP'o'yPa aial DETAIL 2 SPECIAL CUT BASE DITCH I Nor fo Scale) Nprurpl � Eronr Group 37 3'� ° Diid+ d D F�°XXec slope Gaofaxlile B Min. D= 1.0 Ft. Max. d= 1.0 Ft. Type °f Liner=A Class'B'Rip-RaP^ Bc ^A Ft. FROM STA. 24+15 TO STA 25+00 -L- RT DETAIL 5 RIP RAP AT EMBANKMENT (Nor ro SBA 1G'min. Ditch 1 O'min. 1 25' Grade GEOTEXTILE Egpe oGI liner Geo'e I RipJ. SwGrpnire Type Mprenpl FROMr STA. 23+85 TO STA. 24+10 -L- LT I UTUE— TUE TUE rt 66DUE�—DUE DUE- -4, C j2aaT— C C 11 =7 i 5' GOP PU WOODED O DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED RUINS - SR 1005 (NEUSE HD) 22'BST ---Oil-------�E-- DETAIL 3 DETAIL 4 SPECIAL CUT 'V' DITCH SPECIAL CUT BASE DITCH (Nora Sroo (Nof to scale) .X °i Franf Gorurol °c Erom Gro............. nd ',ac Dacli round 3. �'`p><a` Dircn D P° slope Slape Bj Mi, D=1.0 Ft. B=2.0 Ft. Min. D= 1.0 Ft. FROM STA. 25+00 TO STA. 28+50 -L- LT FROM STA. 25+00 TO STA 28+00 -L- RT SEE SHEET 5 FOR -L- PROFILE SEE SHEETS S-1 THRU S-26 FOR STRUCTURE PLANS _f '� I. �"' 2" �, 2� J� J f�/ / (I {�B�Y �/ J� �// d 1 I- -�\ -� �`\ ♦ I Il \' r , I i f , I l 1. I ' " r PROJECT REFERENCE NO. SHEET NO. > 3 �7 3 R✓ / (" r\�(\�` /J1 /// .N^l (� DENOTES FILL IN 1 GlenwoodAvenue l7BP.2.PE.94 4 I ��,"��c n`�� WETLAND PERMIT DRAWING Raleigh, NC27603 "a } () S 1 SROADWAY DESIGN HYDRAULICS x / /`� �( �`9�-J' P` / �//% u9�D v 0^ J �` �� + S �Q �v v \+ 1 1 "� F-91197899591 ENGINEER ENGINEER 3�� +�2-a '/ J V DENOTES MECHANIZED �� ✓ 51(�j� . N� — �� i 0 CLEARING SHEET 3 OF 9 , icense: F-0453 \pa p+ ^ l� 1� >� '� i A Division of Transystems DENOTES HAND 550 25 0 50 100 (, INCO rE �2 1T%/', Li / 1 �� \ ? j L� �3)l ` �N L�® CLEARING \�\� �l �J �C no NOT USEEPO& rw CQUACQUISITIONr- /` \ l Zf 1 /p�� 2 DENOTES IMPACTS IN /� �11��,�P3 C �`L�® SURFACE WATER E Lam' SON' ��/ �{7�l DENOTES TEMPORARY r �� 11 DETAIL 5 { / N��l �' f \ 1 \ �.y✓ �7, d" I�� < 'D' E `6 \ ® IMPACTS IN SURFACE WATERS( F `� / RIP RAP AT EMBANKMENT S ~�' 1}2 10'min.�15 ^.`� f �`9^FLC r n Dncn •� DOCUMENT NOT CONSIDERED FINAL I e- UNLESS ALL SIGNATURES COMPLETED �UCA� (� ta / \ L r ) J \ v I C ( / I lT I d_ ` C ; L� LJ l ) GEOTExn LE a J / �J' y V/ Z �i 2 C��(1C"UJ^23�JN 'mil �"?�C J// T9�1 2 a3 n ~C '� -�r/l r Tvfle o� une,= C I xiN-anP .,�G,onne TVPe Mme�nl I� i,p �L� .5T a •F C \ �2 • I I�� / r /` �1 Est. ]0 tons, GeoteMile= 3 /.. / / I / ` ✓ .��i� I /,7 �I l- lJ, Y / FR M 0$ S Z\ 0 L- L I W 1 ` V ��-� ''� -.ram r� ('� ��" � �S �, t" �i'��. a� � =ti \1-� L 2,� 56 a ! \� 4 1 t�y /�.� \ J��` ! \ I I p� u y.- I T' "� g P /��ti \✓� �V 'P� �vs® i \\ �1-.1� --ti 6 \.� J`-� �--. - �, 1i�j,�� / �. I -� � S- �„ �\ �/�� j �� 1 1, � � ,✓ �—�—� s `` �. c "Y �- � fi- .� is ti —` ✓ ( .� f 1\ � T [��,;\J S _ \ �8 S ` �? r JJ� �/ I' �' E V g 3 / woD / r✓.;•1 16. �1 \ til _/> / �4013ED \,A J hi w�j SAre�1 14 ff jr- U I WOODED ^� 8+ UINS I 1 TUE\�— TUE� T E . I� —S�DUE--DUE C l )) m C S. P C C STING R�1 \ SR D05 (NEUSEED)22'1?� �/0� C E%STINC fl/N WrEID �J °� fs t J) Jar /1< 1 'o.-/P ify/ ,�/ 8 e vG✓ 6 �'`�� ` ' \r-� i° >�J E (� �\ —J �j"v;\ \ �V� \ --- ham( f 6, a e 4q\"s, \ 5 � I, 1a Z. a 11',.�'.,� \ '� ?i---------- ROCK IJI° y- \\ \ \ r 5 rM U 6 \ \� DETAIL 1 \� a C�> l� el 1 ) 5 `r-� z PLATING "mil \� T DETAIL 2 DETAIL 3 DETAIL 4 / / \ SPECIAL CUT BASE DITCH SPECIAL CUT 'V' DITCH SPECIAL CUT BASE DITCH ✓ y\.\ /_ -�� 1.5 Ft. r J 3 �/ J INor to scale) 1 / 1 INot 1° Scale) (Nora Scolel ,� ( 5 ✓� r � r cl 3 � `9� oars Iv �s"L.. 33 \/ J Natural Q�I'i' R o k vlolr�for rlol � \J 2 �v\ \ \VSlone Notund .t;P D fix Slone FMi, Diofle f-. 10 C F n Z 1 5% 8 Min. D=1.0 Ft. S / I ` kuN„ti"p pC � \ 1\ \ !~ Gcore.Nle B G a=l.o Ft. 1U� �f SS P v a C lyN (f r� / \ `3 Mo en�l S �� Ft. 7 / � e C /g Min. D= 1.0 Ft. rr / (, IB ) J M . 2 O A. + c^ 3 /~ \\// d= 1.0 Ft. o \ {�7 T c�FRChA ST 00 TA. +50 - LT-- M... // J 1 ? (� P ST +73 O S A.2 +7b T �3" �„ t\ / B= 2.0 Ft. ,A1 /�( `� S� b �l/x�( /t/2—r 3f 2 h �.rf' \ \\F�/ �g a TYPe °f Liner= Class'B'Rip-Rap OM $TA. +00 5 28+00-L<-�\tT \ J i ' J / �� -✓ .r C l �� f l 1 @ \ i `N�� ---f Z 4 /" \,\ (� M STA. 24+00 TO STA. +00 -L- /r L FROM STA. 24+15 TO STA 2 00 -L- / r r / 1 �•� 1� ��/,0//)� r ✓' a ?�l�(' ;,,\ .�(3t„� -�—� ��, \\�_' �( �-6 �e�'-� �' s� 1�-i.,^-tie ) til—��,1�\1l\�_ �r-� /� ,}? ` ` J�3 LJc 3 p, (�Ci z w a / "� s t 1 l J7 \ / 1\\� `t ! / f // l �, �ScJ �� V�r �' �p II �\��~� �� r(\�� mil✓ —�v P� v J 5 C�6 1v �j � r �3 to i��2 412 1 ( f�� l t) S HIT ort ( 2 ti�2 Kj a J ] J 9 / ✓ �Z r _y 1 HR Rt 1 �E PLANS ✓� 2 J \"� \ / r p \�JS�\ ; S� �J� �./.r� \ Z��S\ 2 PFFER NE 1 f ✓" �v l�NKMENT 'J V\ i RAP AT C NI E TYPE r W�Pv / r \ ARE TER AL D AIL 5_---11�=1��\1 E -IN �� \,� II.II/ S ( e l 11 I p� y�y��MPORARY I ; �-- 7 / Q`JQ�� E.1N� �. yN SURFA /\ L�IViI \ q C/NI ARING\.y\\\ aRl CTSDG �\ 1 1 9 TER +� RARY PACT r1 I \4, CE ATER II '\\1\ IW00 Eb. / \ AT GIN � UE / RO'TIf3U `I �C -wo E �� AS P RAP WOODED \ ICI ,'I' .TY M JYC �c 1 - PUEp U C --a— - T142GI - - /' SR 1005 tNEUSE 90 22,897 E..T, 'RAT G E�RID& H CONC 5 T 'll' RIP T Rp�P I�Q TY hEE DIET �IcL JT4� I � IL I 1 I I i' f//U JWOOpED �, SI C \ �C CfOAISTA 4YET�ANDI LEHAL�IZEf CLP.RIN*Zk X? ,3``IJd I f r �1 BUFFS(f& ZONES % \9�J �14��U \ �r / / ) !" P I WPAAcrs �✓/�` 5 \VnW �� I / J 2 C g2^ �� DETAIL 5 DENOTES FILL IN DETAIL 1 WETLAND ROCK PLATING RIP RAP AT EMBANKMENT norm s=°Iel INar ra s=al=1 DENOTES MECHANIZED CLEARING Dirch® y> 0— ry Grade 710ol-n:.1,�" 1,25Set' DENOTES HAND PERMIT DRAWING SHEET 4 O F 9 25 12.5 0 25 50 I Glenwood Avenue Re1:999789.99773 Licen 9.739.9591 � License: C-2197 Engineering& Construction. Inc. PROJECT REFERENCE NO. SHEET NO. 178P.2R.94 4A ROADWAY DESIGN ENGINEER INCOMFLE PAVEMENT DESIGN ENGINEER E FLANS CLEARINGDO NOT USH PO& /W ACQUISITION G—LE `k PloM1ng ® DENOTES IMPACTS IN R cp�l, r T f uaer= Class w ao ,G.aaae T I SURFACE WATER P E0.. 2D Geotextile= 27 P w YPe Maleria Mormd loon FROM STA. 20+73 TO STA. 22+75 eL- LT FROM STA. 23+85 TO STA. 24+10 -L- LT DENOTES TEMPORARY FROM STA. 20-73 TO STA. 22+75 -L- RT ® IMPACTS IN SURFACE WATER O. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INSET 4A 4 Z �S _ � / O �sl\ ✓S 30' NEUSE BUFFER ZONE 1 IS RIP RAP AT NKMENT k� ✓S, / rr-k-k �k� C L N 1 E TYPE Y w TERIAL S E E D AIL 5 w w Q � NHW 1- IC' i fA TL�I� EM EXISTIN o BRIDG r- MPORARY I CTS 1N SURFACE TER TEMPORA Y PACTS k IN SURF CE WATER W00 ED I�OD*D CH�&cNIZ `D ARING MATER LS , UE ROCK TING -k -k WOODED / STAGING EA i I ENO DE �/ AS 1' P RAP � II �I m /GAN TY MAT IAA � \ -k w � S E D A L 1 ICI PUE DUE DU � W -N Icpl rrn P F IIN C — --- EXISTING R/NR T ^ r _ 15" PDRE F — +« �E C — —T F0--- -----TB2GI —o CD O SR (005 (NEUSE RD) 22' BST TB2GI — — — �__ MISTING R/W F E 3�- �RLA i LASS 'II RIPTF I ITE.-$RID*-E HA CONC � S AT N C DE C PUE / wiGRANIT� TY &4,TER L �V WOODED DETAI 1 SITF Cb TAB WE11AI D MECHAyZEb(- CLEARING i.� 404 WETLAND k 30' NEUSE T MPO RY IMPACTS SUR ACE WATER BUFFER ZONE 1 NHW NHW DETAIL 5 DENOTES FILL IN I Glenwood Avenue DETAIL 1 WETLAND PERMIT DRAWING ROCK PLATING RIP RAP AT EMBANKMENT Re1:999789.99773 norm s=°Iel INar ra s=al=1 DENOTES MECHANIZED SHEET 4 O F 9 Licen 9.739.9591 CLEARING � License: C-2197 Dirch® Engineering& Construction. Inc. y> 0— ry Grade 710ol-n:.1,�" 1,25Set' DENOTES HAND 25 12.5 0 25 50 PROJECT REFERENCE NO. SHEET NO. 178P.2R.94 4A ROADWAY DESIGN ENGINEER INCOMFLE PAVEMENT DESIGN ENGINEER E FLANS CLEARINGDO NOT USH PO& /W ACQUISITION G—LE `k PloM1ng ® DENOTES IMPACTS IN R cp�l, r T f uaer= Class w ao ,G.aaae T I SURFACE WATER P E0.. 2D Geotextile= 27 P w YPe Maleria Mormd loon FROM STA. 20+73 TO STA. 22+75 eL- LT FROM STA. 23+85 TO STA. 24+10 -L- LT DENOTES TEMPORARY FROM STA. 20-73 TO STA. 22+75 -L- RT ® IMPACTS IN SURFACE WATER O. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 4 INSET 4A Z ti /fir ` \�/J \ JS^ J ` J'- �r �� j7 P r ,� ✓S '1 1 HER £�NE 1 fir\ / f �� ,� �1) , �� ~ li 1� I �� r / �� RIP RAP AT 1 I I 1 �� / , �� — ✓ — �� 2 J�� NKMENT TYPE '-- c w — E D TAIL-5=_ i --REM/EE ISYIN �-k TjEMPORARY I CTS 1 1 7�\\\ ¢1 CTS II I� �I C✓ ) i �3 �� 11N SURFAC,E/' TER 1 4 F E T�R (� / JW00 ENv/ LAND / I GMAT i l UE K TRIINNG WOODED— � � STAGING �v0 / AS I' P RAP aFA I E ,' 1 II /— m�RNTYMAT I, / 1�cN N l 1 l l 1 I I I I I I / DU \/ SSE DAL 1 /� �I p D E N J W ZA7t' 1 i rI5 '�kID�E — + T — �— a— �F I Wee a SR i005 (NEUSE RD)2- — �— — — — — —TB2G1HIM — I — — — �l �x✓i��iw F / �_E � _)/ 77 C �LA I�l' RIPT P IITE�$RID€ HA \ C SATN C RANIT E L / / I l 1 / I I (00( ED C � /QE DETA 1 I lG 11 / I I I I J I �H � SITE' � C'0AI TAB WE11A1 b 1 �jAV ��IIECHAZEI GLARING � � � �-�---� f _ �WETLJ�ND GCI �� \ �--�—� / /��t�✓ — �Pd �IMPACTS � E WAT�I��J/�-7 —3 NE l!SE €EFLZONE 1 J ` 12 i j 9 P _ NFfW 00000 .......... MMMMMMMrQv M!!!M R= MOMMOMMEME !!!!!!!!!! MMMMMMMMMM MENOMONEE!.! .........E nommommoom MGM9T;• MMMMMmMM 0000 .......... .......... ■................... .................... r,■■■■■■■■r.u■■■■■■r "MENEM e0000s .................... .................... .................... .................... .................... .................... .................... .................... .................... .................... .................... .................... .................... .................... .................... .................... .................... .................... .................... .......... .....r..�_o.■nvuo oo■■,►�1o..o..u..o.�o��o\:o:Ru7n1Po'.' ■fo��Au.........d.. 3C..■LLf.w■:..■■tea■...............M�w i===sr==q�_.n■■o■nai_.4. ioao_i.•■.�•■�1.o_......._ mmull ------------------------- WETLAND AND SURFACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Site No. Station (From/To) Structure Size / Type Permanent Fill In Wetlands (ac) Temp. Fill In Wetlands (ac) Excavation in Wetlands (ac) Mechanized Clearing in Wetlands (ac) Hand Clearing in Wetlands (ac) Permanent SW impacts (ac) Temp. SW impacts (ac) Existing Channel Impacts Permanent (ft) Existing Channel Impacts Temp. (ft) Natural Stream Design (ft) 1 20+87 to 22+75 -L- LT Roadway Fill/Rock Plating 0.02 1 20+61 to 22+75 -L- LT Perimeter EC/Easement Clearing 0.04 0.06 1 22+75 to 23+06 -L- LT Bridge Construction < 0.01 0.01 2 20+76 to 22+75 -L- RT Roadway Fill/Rock Plating 0.02 2 20+40 to 22+75 -L- RT Perimeter EC/Easement Clearing 0.07 2 22+75 to 23+02 -L- RT Bridge Construction < 0.01 < 0.01 3 23+08 to 23+17 -L- Rip Rap Bank Stabilization < 0.01 71 3 23+17 to 23+27 -L- Proposed Bridge Bent 0.01 3 23+77 to 23+87 -L- Proposed Bridge Bent 0.01 3 23+87 to 23+97 -L- Rip Rap Bank Stabilization < 0.01 3 23+85 to 23+94 -L- Rip Rap at Embankment < 0.01 3 23+06 to 23+13 -L- LT Stream Access/Turbidity Curtain < 0.01 11 3 23+07 to 23+14 -L- RT Stream Access/Turbidity Curtain < 0.01 21 3 23+32 to 23+42 -L- Removal of Existing Bent < 0.01 33 3 23+62 to 23+72 -L- Removal of Existing Bent < 0.01 4 3 23+80 to 23+95 -L- LT Stream Access for Stabilization < 0.01 13 3 23+88 to 23+95 -L- RT Stream Access/Turbidity Curtain < 0.01 6 TOTALS*: 1 0.05 1 1 1 0.11 1 0.08 1 0.03 1 0.02 1 71 1 88 1 0 *Rounded totals are sum of actual impacts NOTES: 2018 Feb L a I O I I I rn LJ C� m O L n 1-11 m / L w / / 0 / rn Ln rn Lv n N m I n W O O CV O C�1 C�1 O C�1 Q Cal O Cal c� Iw O Ln / O co Lri � w CV w Q c� L z O (L)O- Cal > Iw O {{} �cn-60- ti H CyAress 0 s"tt, Store ° et e On eUse Road ChuYc Town Road Scott Town oad Y 3p6 z C apel andin9 Roa °ma � UniChu h 0 qj PROJECT 1 P.2.R 9 ° 3p6 n Nand Fi 1d Rd Ln Ca ton m ad Cemetl S �o p,,niry o- �eC r �q Churc� boa oa Ne e Ro R m 3 6 a oo5e Gre �� euse RO R° �o 5- � e0 cos VICINITY MAP GRAPHIC SCALES 50 25 0 50 100 PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) 10 5 0 10 20 PROFILE (VERTICAL) STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS UTILITIES BY OTHERS PLANS PAMLICO COUNTY INDEX OF SHEETS SHEET NO. UO-1 UO-2 T.I.P. NO. SHEET NO. 17BP.2 . PE.94 UO-1 'NOTE: ALL UTILITY WORK SHOWN ON THIS SHEET IS DONE BY OTHERS. NO PAYMENT WILL BE MADE TO THE CONTRACTOR FOR UTILITY WORK SHOWN ON THIS SHEET. LOCATION: BRIDGE NO. 14 ON SR 1005 (NEUSE ROAD) OVER BEARD TYPE OF WORK: UTILITIES BY OTHERS RELOCATIONS ( � SR 1 NNELS�O7 7BEACH Rpgp) DESCRIPTION TITLE SHEET UBO PLAN SHEET —L— STA. 19 + 2 5. 00 BEGIN TIP PROJECT 17BP.2.R.94 BEGIN APPROACH SLAB -L- STA. 22 + 75.00 BEGIN BRIDGE -L- STA. 2 2 + 8 7.00 UO-2) —L— STA. 28+00.00 END TIP PROJECT 17BP.2.R.94 4 UTILITY OWNERS WITH CONFLICTS (A) POWER — TIDELAND EMC (B) TELECOM — CENT UR YLI11 rK -L- SR 1005 (Neuse Road) END APPROACH SLAB -L- STA. 24 + 29.00 +/- END BRIDGE -L- STA. 24 + 17.00 +/- PREPARED IN THE OFFICE OF: � HINDE ENGINEERING License No. C-2639 401 Harrison Oaks Blvd., Suite 220 Cary, NC 27513 (919)-653-0001 TO NC 306 Clint L. Stevens, P.E. UTILITY COORDINATION PROJECT MANAGER Harris Winters PROJECT UTILITY COORDINATOR Jordan K. Chapman PROJECT UTILITY DESIGNER CREEK DIVISION OF HIGHWAYS DIVISION 2 2815 ROUSE ROAD EXTENSION KINSTON NC 28504 PHONE (252) 775-6100 FAX (252) 208-7862 Jeff Cabaniss, P.E. DIVISION ENGINEER Cadmus Capehart, P.E. DIVISION CONSTRUCTION ENGR UBO PLANS ARE FOR INFORMATION ONLY AND ARE NOT TO BE USED FOR CONSTRUCTION. ALL PROPOSED RELOCATION INFORMATION SHOWN ON THE UBO PLANS WAS PROVIDED BY 3RD PARTIES. HINDE ENGINEERING, INC. ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE ACCURACY OR VALIDITY OF 3RD PARTY INFORMATION PROVIDED. c is s rn Q N El 0 L I I C� w CV n rn i 0 i (2 / 0 m is c i Q) Q) c c w / Q) / c T a� 0 / Ln I m C� w w n m 0 W Cn CV CV _l W 0 rz, n Ln/, 0 rn, LC] OL �, \ "p, is CENTURYLINK UG FO & TELE LINE / EXISTING R Q15'AbPERETAN / — \—T— —TV FD— — — 0 —— — — — — — — — — — — — — —?UTL— — — — — — — — EXISTING R/W GEORGE BRINSON, et ux WOODED DB 524 PG 700 MB 3 PG 13 N 80°31'45" W 140.16' 1 2 GILBERT FRANKLIN BRINSON, III°oo�, —DNS=B 228 PG 800 s �� TIDELAND EMC OH POWER LINE ' P IAL CUT 0 _ w 2-FT DITCH o °' w/CLASS RIP RA SE ETAIL � C3 I CC EMO EXISTI z Q / � . BRID m WO DE JL ' CL. 'B' RIP RA T.1�0 TUE EST.5 SYG� � _sr� �N 0 D E D AS B'P C E TECT10 =� w SSE D� I Z I Z) PCI E P "E � PUE � t��TA-I}I F _ k PRo H P�4u / "U U/CFTEL & FO CABLES F F SR 00 RD221BST ra Ql_� Lam, ,��► al i � — _ / 75. 11 :.Ssr.q.u��. ..��..�...��. �i , i■ r m; RIP P AT OODED EMBAN MENT D AIL 5 m w �\SEE `� PU 6? N � PROTECTIQ� N I TE�BRID� HAS CONC4S AT #E bETAtC 1 -k VOODED -k JCL. 'B' RIP RAP c� / EES1. 5 TThNS k -k �_k k CLASS 'II' RIP RA o / -k TO ELEV.5. DES Q6 QQ WOODED N O CL J I C) N L: i I SPECIAL CUT 2-FT BASE DITCH TUE i SEE DUAIWE — PUE Cr PUE —DUE C — P-O//H POW l L ASVDONE SPECIAL CUT 2-FT BASE DITCH w/CLASS 'B' RIP RAP SEE DETAIL 2 ti APPROXIMATE LOCATION OF I OLD BRIDGE TURNTABLE Q Q O O i 3 ANN B. BATCHELOR, et al DB 442 PG 743 TIDELAND EMC OH POWER LINE — TUE PUE p WOODED PROJECT REFERENCE NO. SHEET NO. 17BP.2.PE.94 UO-2 THIS SHEET CORRESPONDS TO RDY-4 UTILITIES BY OTHERS NOTE: ALL UTILITY WORK SHOWN ON THIS SHEET WILL BE DONE BY OTHERS. NO PAYMENT WILL BE MADE TO THE CONTRACTOR FOR UTILITY WORK SHOWN ON THIS SHEET. 6 VERA R. GASKINS, et al DB 159 PG 35 DRAWN BY PAMLICO COUNTY GIS CENTURYLINK UG FO & THE LINE rUI PRO O/H POW LPEStL- )P-JJ/r TEL CABLES — T _E E E WOODED SPECIAL CUT 'V' DITCH SEE DETAIL 3 t EXISTING R/W U r —TV FO— T SR 1005 (NEUSE RD) 22' BST ° U2�� FRANCES B. HOLT a o DB 228 PG 797 N GEORGE BRINSON, et ux UNRECORDED MAP DB 524 PG 700 >`� _/ A MB 3 PG I3 ��'+ ELLEN B. JOHNSON, et al DB 544 PG 229 TRACT THREE / N 79°36'16" W Q a 297.89' O v °Oh C� O� P� O� NOTE: PROPOSED SHOULDER BERM GUTTER —L— STA. 22 +44 TO STA. 22 + 75 LT. & RT. Q� WITH GUT OF PLO TO BEARD/S CRE RANCH ENG WOODED EXISTING R/W ELLEN B. JOHNSON, et al DB 544 PG 229 LmJ HINDE MLA ENGINEERING License No. C-2639 401 Harrison Oaks Blvd., Suite 220 Cary, NC 27513 UBO PLANS ARE FOR INFORMATION ONLY AND ARE NOT TO BE USED FOR CONSTRUCTION. ALL PROPOSED RELOCATION INFORMATION SHOWN ON THE UBO PLANS WAS PROVIDED BY 3RD PARTIES. HINDE ENGINEERING, INC. ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE ACCURACY OR VALIDITY OF 3RD PARTY INFORMATION PROVIDED.