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HomeMy WebLinkAbout20181249 Ver 6_Modification Request Attachment_20210304 DocuSign Envelope ID.A7299D67-212B-4FC5-A69C-A8881293D2C0 5, ti b STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER J.ERIC BOYETTE GOVERNOR SECRETARY February 26, 2021 U.S. Army Corps of Engineers NCDEQ Water Resources Raleigh Regulatory Field Office 1611 Mail Service Center 3331 Heritage Trade Drive, Suite 105 Raleigh,NC 27699-1611 Wake Forest,NC 27587 ATTN: Mr. Eric Alsmeyer and Mr. Rob Ridings Subject: Request for Modification of the Phased Section 404 Individual Permit and Section 401 Individual Water Quality Certification, Neuse River Riparian Buffer Authorization for the construction of the Triangle Expressway Southeast Extension from NC-55 Bypass in Apex to I-40, Wake and Johnston Counties. TIP Nos. R-2721, R-2828, and R-2829. Debit $570 from WBS 376731.TA2. Reference: USACE Section 404 Authorization SAW-2009-02240, issued October 24, 2019, modified February 4, 2020, and corrected February 7, 2020, and modified April 30, 2020 and January 7, 2021. NCDWR Water Quality Certification Number 4179 and Neuse River Riparian Buffer Authorization, issued February 15, 2019, modified January 30, 2020, April 20, 2020, June 1, 2020, and December 29, 2020. Dear Sir: As you are aware,the North Carolina Department of Transportation (NCDOT) applied for a phased Section 404 Individual Permit, Section 401 Individual Water Quality Certification (WQC),Neuse River Riparian Buffer Authorization,Non-404 Jurisdictional Wetlands and Waters Permit for the subject project in September 2018. The project, also known as Complete 540, encompasses three NCDOT Transportation Improvement Plan (TIP) projects: R-2721 (NC-55 Bypass to US-401), R-2828 (east of US-401 to I-40 Interchange) and R-2829 (east of I-40 to US 64/264). Revised permit applications were submitted in February 2019 and the NCDWR 401 and USACE 404 Permits were issued in February and October of 2019. Additionally,NCDOT received a modified 401 WQC for the Complete 540 Project on January 30, 2020, April 23, 2020, June 1, 2020, and December 29, 2020 from the NC Division of Water Resources (NCDWR) and a revised Department of the Army authorization#SAW-2009- 02240 on February 7, 2020, April 29, 2020, and January 7, 2021. Mailing Address: NC DEPARTMENT OF TRANSPORTATION TELEPHONE: 919-707-2700 Location: TURNPIKE AUTHORITY FAX. 919-715-551 1 SOUTH WILMINGTON STREET 1578 MAIL SERVICE CENTER Customer Service:1-877-3684968 RALEIGH NC,27601 RALEIGH NC 27699-1578 WEBSITE:NCDOT.GOV DocuSign Envelope ID.A7299D67-212B-4FC5-A69C-A8881293D2C0 This letter is a request to modification on four sites of the R-2828 section of the Complete 540 project. Sites 32, 48, 49, and a new site (Site 91) are being modified. Permit Site 32: This double box culvert near Jordan Road has been completed, however,before the wing wall on the inlet side could be finished, excessive rain events caused the stream banks at the inlet at the wing wall to washout. The washout has required the installation of Class II rip rap on the bank. This work has been approved by the USACE and DWR and has already occurred. The rip rap has been placed below the original high-water mark; however, it does not extend across the channel. The bank is at about a 2:1 slope now that it is completed. As this bank stabilization exceeds the limits of the approved permanent impact, a permit modification is requested. • Permit Site 32 (Permit Drawing 74 and 75 of 171, Plan Sheet 20) o Additional rip rap bank stabilization: ■ Increase of 22 LF of bank stabilization impact. Permit Sites 48 & 49: Since the 4C meeting and receiving the final permit drawings, Lane-Blythe Joint Venture (LBJV) enlisted a trestle designer to fully design the trestle to include girder erection/ sequencing, crane placement during girder erections and to improve overall safety of operations utilizing the trestle. The original trestle plan placed the trestle on the south side of the two bridges west of Swift Creek and transitioned to between the bridges east of Swift Creek(Attachment A). This bend in the trestle posed significant concerns regarding the safe delivery and erection of the girders for the proposed bridge. The new design removes the bend with a straight haul road which results in a safer delivery and erection of the bridge girders, a depiction of which is provided in Attachment B. The new haul road design is provided in revised Plan Sheet 29, but there is no change in jurisdictional impacts. All girder deliveries will be along this straightened portion of the trestle. This proposed design improves safety related to the delivery of other related bridge materials, that include formwork and reinforcing steel and removes any turning movements for concrete deliveries. This proposed design also eliminates permitted disturbance between the bridges east of Swift Creek. The proposed design provides the following benefits: • The trestle crossing is more perpendicular to Swift Creek. • This placement decreased the required clear span width of Swift Creek from 110 feet to 85 feet; thus, minimizing the potential of any issues related to the spanning of Swift Creek. • The trestle fingers were designed with an increased distance from top of existing bank from the required minimum 10 feet to edge of the trestle pile to a minimum of 15 feet. This distance will be field verified prior to placement of the trestle pile and can be adjusted, if needed, to accommodate this requirement. DocuSign Envelope ID.A7299D67-212B-4FC5-A69C-A8881293D2C0 As previously committed, this trestle will not be used for the conveyance on any earthen material across Swift Creek. In addition, 10" x 10"timbers will be placed longitudinally on each edge of the trestle to act as a curb or stop which will further minimize the potential of material getting into Swift Creek and the adjacent Underhill Mitigation site. The new trestle design will result in the following changes in permitted impacts: • Permit Site 48 (Buffer Drawing 20 of 42, Plan Sheet 28) o Alteration of work trestle configuration: • Increase of 2,160 square feet (Sq. Ft.) of Zone 1 Buffer Impacts • Increase of 1,168 Sq. Ft. of Zone 2 Buffer Impacts • Permit Site 48 (Permit Drawing 105 and 106 of 171, Plan Sheet 28) o Alteration of work trestle configuration: • Increase of 0.014 acre of Hand Clearing Impacts • Permit Site 49 (Permit Drawing 105 and 106 of 171, Plan Sheet 28) o Alteration of work trestle configuration: • Increase of 0.06 acre of Hand Clearing Impacts Permit Site 91: During the design stage, a haul road was planned that traveled parallel to the project along Gentle Rain Drive,which is a little used dead-end road. The haul road then cuts over to the project area. This haul road is critical to the project. It is not only much safer by avoiding areas of high traffic volumes, but significantly decreases the haul route, thereby reducing emissions and expediting project construction. The original placement of the haul road considered jurisdictional features, but unbeknownst to the planner the mapping used to choose the route showed streams and associated riparian buffers, but not the complete wetland boundary of Wetland WED. The boundary for WED was not completely shown as it had been "clipped"to the original project area boundary. Thus, it continued just outside the project right-of-way. As a result, it was not until LBJV was performing due diligence for the haul road in January 2021 that it was realized the proposed haul road placement was through a wetland, as shown in Figure 1. Three Oaks personnel investigated the area to determine a route that would avoid and minimize impacts to Wetland WED and other jurisdictional features. After the field investigation, it was determined that Wetland WED could be avoided but Stream SDQ,which runs between Gentle Rain Drive and the project, could not be completely avoided. However, a section of the stream was identified where there had been a crossing at some point in the past. Utilizing this crossing would minimize impacts as the vegetation here was noticeably younger, the stream was straighter, and the area had already been graded to a gentler slope. Based on this information, the haul road has been revised to cross at this area. The haul road width has been reduced to 40' at the stream crossing and associated riparian buffers, which is the minimum needed to accommodate a single off-road scraper. This crossing will result in • Permit Site 91 (Permit Drawing 132 and 133 of 171, Plan Sheet 37) o Temporary crossing of Stream SDQ due to haul road DocuSign Envelope ID.A7299D67-212B-4FC5-A69C-A8881293D2C0 • 66 linear feet(LF) of Temporary Stream Impacts • Permit Site 91 (Buffer Drawing 25 of 42, Plan Sheet 37) o Temporary crossing of Stream SDQ due to haul road • Increase of 4,000 Sq. Ft. of Zone 1 Buffer Impacts • Increase of 2,577 Sq. Ft. of Zone 2 Buffer Impacts The haul road will be in place for 15 months. Upon removal, the stream will be restored to pre-existing conditions and the riparian buffers revegetated. No mitigation is proposed for the temporary stream impacts and the riparian buffers impacts are an allowable activity. Revised Impacts Summary R-2828 Due to the changes described above for R-2828, the total project impacts will now be as listed below. Revised Table 4.R-2828 Jurisdictional Resources Impacts Riparian Non- Riparian Wetlands Riparian Isolated Isolated Streams(lf) Buffer Impact Ponds (sq ft) Temp./ Wetlands Wetlands Ponds Type (ac) Zone 1/2 Perm. Perm. (ac) (ac) (ac) (ac) Perm. Temp. Structure* Stab. Neuse River 4.80/ 1,182,975/ Basin 19.49 0.07 0.25 8.32 n/a 16,820 1,702 2,065 719,806 (HUC 03020201) *Structure stabilization is pipe,culvert,and bank stabilization. Revised Table 19 has been modified to show the updated riparian buffer impacts and the amount that each total increased is noted in parenthesis below. Revised Table 19.Riparian Buffer Impacts (sq ft) Allowable Allowable Wetlands Impacts Mitigation Total with with Allowable^ in Requiring Requirement mitigation* mitigation** Impacts^ Buffer^^ Mitigation Zone 1 158,309 885,686 138,980 1,182,975 179,656 864,339 Impact (0) (0) (6,160) (6,160) (0) (0) Zone 2 103,074 528,324 88,408 719,806 84,166 547,232 Impact (0) (0) (3,745) (3,745) (0) (0) *Impacts other than Road Crossing. **Road Crossing,A Includes utility impacts,AA Allowable non-mitigable buffer impacts have been deducted from wetlands in buffers. DocuSign Envelope ID.A7299D67-212B-4FC5-A69C-A8881293D2C0 Compensatory Mitigation As noted, none of the modifications require compensatory mitigation, so there are no changes to the previous tables. REGULATORY APPROVALS Section 404: We are requesting a modification to the USACE Permit Number SAW-2009-02240 Section 404 Individual Permit for the above-described activities. Section 401: We are requesting a modification to the WQC Permit Number 4179 Section 401 Individual Water Quality Certification and the Neuse Riparian Buffer Authorization. We are providing this application to NCDEQ, for their approval. Authorization to debit the $570.00 Permit Modification Fee from TIP No. R-2828/WBS 37673.1.TA2 is hereby given. The individual permit modification package for the Complete 540 project (STIP Projects R- 2721, R-2828, and R-2829) is available at https://xfer.services.ncdot.gov/pdea/PermApps/ Thank you for your assistance with this project. If you have any questions or need additional information,please contact Deanna Riffey at driffey@ncdot.gov or 919-707-6151. Sincerely, E1iDocuSigned by: �s 'o4.! 7�OCh.1 i 2CF80ADB9B414F0... Rodger Rochelle, P.E. North Carolina Turnpike Authority Chief Engineer cc: NCDOT Permit Application Standard Distribution List DocuSign Envelope ID:A7299D67-212B-4FC5-A69C-A8881293D2C0 A Potential Crossing Location r 1� ti „ l y Exist Environmental Wetland Boundary f-j.h`r, 1 '�j ';i 'A ' '„ni ee id W \ 7 • r// ,• �. -*1>< it / 'u/ '9 • \+r 1 J �' A 1 Exist Hydro Jurisdictional Stream or Body of Water Mitigable •pj�t ; \\ `��'// Ji I. „ — O ti 'wilt /; / r '/ // j / r 1. , a/ill 1/!f�� L�.�l,O,/ / / , C i1 / !Ip J14/ A 1,‘ ijii ; ,, „...,,,,,, ...„,,_:„.:.......H..._, .. ____,....7,.... _______.„ dielf / 71/7 '' if: I ///J,,i Jf r 1,2, 1 Ell,.,� / ! ,0 / ! , //r/ 'J Jr 1~�-fir it, `( JJM?Hi/ fly 1% �',� \\\ / / `~,"``^_ Il Proposed H- • ! ) ,‘,,. #1,, / ' ' ;,/r/1/1/f;‘ii// 14 / Ake \ f.---.,,,,,,,,,, ...ii," I ; ,,PI / 1,,,I/I/ /Ay s\ . , I / ,1 �'(r 'I `' t ( /H ley/!/Jr' ? J t t ,,, 44464i4rhi.' . /I-- ,,, \ ♦ / -w 9/// / / [ It J/'-/ ���1��90011�11����� • 1, �•� / `41.,ice f ! .. ; 4 C i rf �' � �-�{ /./ . !2` � P 7 !11�.i� f 1K it \?°� l�L : 4 �/ f -�'\ _ �/�7 I� �r,/ �� „,, Jam! 1� J/(/( %0 zi� 9 ����\ ,,'' l '�.�, O,e r ® r Wriil �, -... C I i ,� �i /_,�r��+r /e/ice �..�. �"�•d^i !' i`5 //"T�fJI\ ��' _,` ` d •1 '\�V�� 1 \� .{yj� �"�' rrricm ,yr _, :504.1i 4 ( //".y. ,, ..,,ii/ .,4\,;,10/r/I,4113:#4/4,..;..IF.,..ii C,\NEER Prepared For: �� /N� of NOflTp 04 Complete 540 Date January 2021 Figure Q • TIP R-2828 yQ� q 9 Scale 0 150 300 Feet W r*+ I t I y4 El Permit Modification#3 Job No 18-105 99'F. QQ`� Proposed Haul Road f S ?'pr OF �Aa�So Drawn By Checked By 9N�e33N��a Wake&Johnston Counties, North Carolina NMSO MGW 1 Attachment A 861+00 862+00 863+00 864+00 865+00 866+00 867+00 868+00 869+00 870+00 SPAN A SPAN B SPAN C SPAN D SPAN E SPAN F SPAN G NOTES FILL FACE Q END BENT 1 C BENT 1 CE BENT 2 C BENT 3 C BENT 4 5 BENT 5 C BENT 6 FILL FACE COEND BENT 2 PERMANENT OR TEMPORARY STA.861+05.00 -L- ^ STA.862+40.00 -L- STA.863+75.00-L- STA.865+10.00-L- . STA.866+15.00-L- � STA.867+25.00-L- . STA.868+27.50-L- . STA.869+30.00 -L- STRUCTURES,INCLUDING E BRIDGES 0RE NOT ALLOWED G.P.EL.226.59 G.P.EL.225.57 G.P.EL.224.54 G.P.EL.223.51 G.P.EL.222.71 G.P.EL.221.87 C.P.EL.221.09 G.P.EL.220.31 WITHIN 10 FEET OF THE TOP -260 OF BANK FOR SWIFT CREEK. =250 -240 APPROACH SLAB /FINISHED GRADE DESIGN ALLOWS FOR THE FUTURE (TYP.)"\ EXP. FIX. FIX. FIX. FIX. EXP. EXP. FIX. FIX. FIX. FIX. FIX. FI%. EXP. CONSTRUCTION OF ONE ADDITIONAL -230 \\1 MEDIAN LANE IN EACH DIRECTION .220 I {� L} OF NC 540. .=210 �FILL�' u II 210 _ _ If�41TLI] =190 '-- -- ' RIPRAP CLASS II =180 (TOP.) (-)0.7611% (+)0.9974% .170 STEEL PILES 1�/2:1 SLOPE `� CUT PI STA =871+80.00 (TYR.) NORMAL TO CAP APPROXIMATE NATURAL STEEL PIPE PILES(TYP.) EL=218.41 =160 (TOP.) GROUND LINE (UNLESS OTHERWISE NOTED) VC=400' + GRADE DATA -L- END BENT 1 BENT I BENT 2 BENT 3 BENT 4 BENT 5 BENT 6 END BENT 2 2. SECTION ALONG EASTBOUND WORK LINE SECTION TAKEN AT RIGHT ANGLES TO END BENTS AND BENTS EASTBOUND BRIDGE SHOWN,WESTBOUND BRIDGE SIMILAR OT -L- CURVE DATA 825'-0" PI STA.861+96.33 - (TOTAL LENGTH FILL FACE TO FILL FACE) D=O'-28'-40.9"(RT) MEASURED D =0°-28'-38.0 l35'-6" 140'-0" 145'-0" 134'-0" 1 ALONG CL-L- L =658.57' 135'-0" 135'-6" J T=329.37' (SPAN A) (SPAN B) (SPAN C) (SPAN DI (SPAN E) (SPAN F) R =12,000.00' BEGIN APPROACH SLAB W.P.•1 W.P.•3 W.P.•4 W.P.•5 W.P.•6 GUARDRAIL(TYP.) W.P.•2 STA.860+81.00 -L- FILL FACE(J END BENT 1 BENT 1 BENT 2 BENT 3 BENT 4 BENT 5 STA.861+05.00-L- STA.862+40.00-L- STA.863+75.00-L- STA.865+10.00-L- STA.866+50.00-L- STA.:- • •• -- W.P.•7 1 \ / STAL 869+30.00 ND-LBENT 2 _ / RIPRAP CLASS I \ BRIDGE ID / TOP ,F / (TY'') gag END APPROACH SLAB STA.865+10.00 -L- `� BANK STA.869+54.00 _ GI / W.P.•15 m ` H I� / CONCRETE BRRILH HAIL �. /���1� DR II LED SHAFTS FILL FACE fJ END BENT 2 12 . �� 1 �* - / �„�, AT RENT 4 AND ♦�Li KE• \ I My : N.TO CURVE) Bq (WESTBOUND) p a 5. � -- _ �•W. (NC-540)- 5. \TA•T¢ �, W" - -/� .M. I- WORKLINE �..- ; _ o � Ir. t (EASTBOUND)_ • ,i �aN 'i� _ - - 1 ~ PROJECT NO. R-2828 AK JOHNSTON WAKE & JO NS ON U BEGIN APPR'ACH SLAB _--_ TENT86P*40.� -L- ----- -- BEMT-2---- - -- - -BENT 3 , COUNTY N S + N ._ __-- W.P.. STA.863+75.00 L STA.11( I , - 1 WP.•13 \ 11 W.P.•14 STATION; 865+10.00 -L W.P.•10 W.P •11. .. BENT 4 BENT 5 BENT 6 END APPROACH SLAB 0.00- +15.00-L- STA.867+25.00-L- STA.868+27.50 L STA.869+54.00 SHEET 1 OF 2 STA.860+81 - ---175-P5-BBB 135'-0" 135'-0" 105'-0" IIMI 0'-0"1 ( 102'-6" \_ 102'-6" STATE OF NORTE CAROLINA W.P.•8 (SPAN B)(SPAN A) (SPAN C) (SPAN D) (SPAN E (SPAN F) (SPAN GI MEASURED FILL FACE(6 END BENT 1 825'-0" ]ALONG C-L_ DEPARTMENT OF-L- TRANSPORTATION LEIGH STA.861+05.00-L- i (TOTAL LENGTH FILL FACE TO FILL FACE) PRELIMINARY PRELU ONARY PEAM8 GENERAL DRAWING DO BOOT MOLE FOR O0H8TRUOTOOM DUAL BRIDGES ON -L- (NC-540) PLAN OVER SWIFT CREEK - PILES NOT SHOWN FOR CLARITY /. `` UESIGNEU BY: J.SHERMAN OATS: AUG 2018 r 1 n DRAWN BY: G.MAYHAY OATS: AUG 2= LANE ,/// 3 BLYTHE n0 an opiREVISION5 ex, DATE: SHEET N0. i CHECKED BY: M.WAGNER DATE: AUG 2018 • S o0-1 UESIGN ENGINEER sIW ,.n D RECORD: DATE: n JOINT VENTV. 2 4 SXXS / Attachment B O'BUFFER TO JS SPAN C o \ B2 _ _ SPAN D -o B5 SPAN F , / FB1 B1 \ SPAN B B3 B4 SPAN E �o b ---- Of 0 0 Te o o Si Q SPAN A o \ o o N 0 0 5'BUFFER TO JS 30' 0" I o0po,41/ po0o0oo V o0o Ao o V o o O N JS \ _ _ y z —WLill I / 7 do- �g62+o0 864+00 _ il 866+00 `67+00 868+00 869+00 861+00 .� .. — — _ o In Be M `I 9 ✓ N N SPAN G � .., o 0 00 - - o JS— O �JS— Oti ° > - � 1p — O — ' — O O ''h p 1HoO — o l �1 i�- o \� O --- O 0 O O N O �g�M 1N _�_��_ O \ O = , M O ,� O o O o O O-.... �� 0 0 N I 0 o — O J O 0 \ 0 O x �I \ O O a 41 41 1.4 p O O O �� i- 0 aj TYP.FINGERS- ,- i !11111'—'MI �,3 1 THRU 3 '..' o i '.\—C CAUSWAY/WORK 1 V 2 \ 3 r 4 , i 5 6 \ 7 8 ♦ TEMP.BENT No. TRESTLE ��r !F , , r A B �� s E F G TREBLE SPAN N S, \ rw a? 354'-0%4:. �v. .... At '''4. . PLAN /4+,15 VA 230 A 2 220 — Jo ' i_ TOP OF FINGER I a TOP OF FINGER TOP OF FINGER ELEV.209.00 �� '1 J t ELEV.207.00 • ELEV.207.00 C ) 4 ,1 5' — hil\i" 1 I190 , 180 EB1 EB2 • - 3. B1 B2 B3 B4 B5 - 170 BC r:,FExs O � Newvrxs KCI ASSOCIATES OF NORTH CAROLINA,P.A. 9711 SOUTHERN PINE BLVD 5aewrcv.• ELEVATION K C I Co'or*,,o,M""— SUITE A CHARLOTTE,NC 28273 o 704-499-9452 ASSOCIATES OF NC www.kci.corn 73 WORK TRESTLE STRUCTURE 10:DUAL BRIDGES ON -L- (NC-540) OVER SWIFT CREEK WAKE AND JOHNSTON CO.,NC KCI JOB *911906280 NCDOT PROJECT NO.R-2828 JOB REF.'C19-69.07 DES.BY: CKD.BY: DATE: SCALE: SHEET NO.: a JMV AMC 10/20 NONE 1 OF 11 °- / " C STATE STATE PROJECT REFERENCE NO SHEET TOTAL CO NO SIMMS El v STATE OF NO II'�TII�I CAROLINA N.C. R-2828 IL DIVISION �yII HIGHWAYS �T• �V�/� ♦��\ �\1Vy,,/`��l � v' n ' 1lV V O V OF 1L JY `LJ� V V A J1 1l !J BI'ATB PRO"NO P.A.PRO".NQ -B .,:, Ai. • +�4 -' ' m ��. 35516.3.GV1 NHP-0540(043) DESIGN-BUILD _ � ��� ��� 35516.2.3.2. NHP-0540(043) RAW 35516.2.TA1 NHP-0540(043) RAN N r ; -=-y 4 ,1 WAKE & JOHNS TON COUNTY t. oo cV tokIttk I _ �, LOCATION: TRIANGLE EXPRESSWAY SOUTHEAST EXTENSION FROM END ��, I �4 EAST OF US 401 TO EAST OF I-40 , END TIP PROJECT R-2828 t*qEGIN PRO ECT �u��'=� r T Aro; ;�- �� TYPE OF WORK: DESIGN BUILD AS SPECIFIED IN THE SCOPE .p \LSTA. o Elliiill • IN THE RE 968+50.00 16014•11k.I.4 kit' %a PROPOSALS BEGIN CONSTRUCTION �`\\ aV .lif ligi , VII � n 3 _ - -Y22- STA.382+01.19 II. -Y22- LIIIIII ' ' a a i.� "° � SITE#82A �A\� fro 0 /` �t119r10. SITE#83 ��� �� ��- o WETLAND AND SURFACE WATER IMPACTS PERMIT oiit� ., SITE#84 ��� M v Pi �'� t Cell -mac S O W SITE#85 �, ° SITE#73 i..*oi4 h �' .F „et*. ` PACKAGE R-2828 -Y22BSITESIT 57A#57 ! �e. ityAir ,`1 ,o N., NEW BETHEL4 ,, °°D DATE: FEBRUARY 8 2021 °� Oe ; /� 1 I CHURCH RD.SITE #59 VICINITY MAP (NOT TO SCALE) STE #58 \�l * T� S #9 SEL SITE#58A *,..1 53 END TIP PROJECT R-2721BSITE#55 �� CAI BEGIN TIP PROJECT R-2828i\g. � SITE 54TE 6 �#10117 e �� 50 i �� \ BEGINCONSTRUCTION SITE#13A SITE#53 �1�G y �� .� Ilik--100 -L- STA. 500+00.00 SITE#14 SITE#52 �ti �f �'� �' S o SITE#13 SITE#16 SITE#51A "� , �.�, '/il SIT(=#$E# 2 -Y17- SITE#51 -�� SITE#77 SITE#11 � � � �ae� SR 1006 SITE#18A SITE#45 o OLD STAGE SWIFT t - /.ilkSITE#10 RD SITE#18B SITE#44 CREEK,p �� ' SITE#80 SITE#9 �� SITE#18 SITE#21 -� p'.. SITE#81 SITE#8 v rSITE#22 SITE#8TSI E#6 SITE#19A 411, SITE#50 -td\40V SITE#88 r PANTHER oaSil SITE SITE#24 -Y21 6 �l SITE#48 z T SITE#40B _ ti SITE#49 L NORFOLK .RANCHEND CONSTRUCTION c' SOUTHERN i�- SITE#19 HWY 50 v w711: (1 i I -Y22- STA.497+92.36 RAILROAD 7 LITTLE SITE#25 BENSON°' "' �` r r! CREEK SITE#31 RD �/ SITE#47 c ac� S\� SITE#26A 5 `�__ � -0 i r2 r3 P SITE#32 u 2 "% SITE#76 _ ` 6 � � ��',— w SITE#27 s SITE#75 m 111� ' L a�Y -r 1\,; HOLLY SPRI1Cj+ re� �� 4 15 SITE#28 ��16 I-540 ' I ; ( #4239 �� r �����t�S 11 SITE#7 SITE#70 SR 2725 -Y19- N —tn=- = - ° �` �. Vkar Y SITE#3 SITE#5 SITE#13A HOLLAND SR 2 ���� -! ,-+ ITE#40A V SITE#4 SITE#15 CHURCH RD. SAULS RD. GUFFY 0 BRANCH SITE#38 CLEARING ON THIS PROJECT SHALL BE PERFORMED SITE#15A SITE#26 SITE#37 " � C , TO THE LIMITS ESTABLISHED BY METHOD HI. SITE#29 SITE#33 SITE#36 SANE f BL�JTHE PERMIT DRAWING I SITE#17 SITE#20 SHEET 1 OF 171 3 THIS IS A CONTROLLED ACCESS PROJECT WITH SITE#30 SITE#34- ACCESS BEING LIMITED TO INTERCHANGES. SITE#35 } ° GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Pfe°0t°'° HYDRAULICS ENGINEER In `1` I R9P 1!I.'IE 1 I F STREET SUITE I580 R4LEIGH NC 3]681 3 TEE:191�.83G4040 + ADT 2018 = NA FA%1.98.E36.099 U 50 25 0 50 100 LENGTH OF ROADWAY PROJECT R-2828 = 8.055 Miles EIGENSE NG.F-01� - N®N? ° ADT 2040 = 53,400 FOR THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ��® � ° `l i•l D H V = 12 % 2018 STANDARD SPECIFICATIONS �@a - PLANS ft D = 65 % LENGTH OF STRUCTURE PROJECT R-2828 = 0.562 Miles P.E. 57, 50 25 0 50 l00 T = 11 % * RIGHT OF WAY DATE: DANIEL BRIDGES, PE SIGNATURE: ow J SEPT. 09,2 019 PROJECT ENGINEER ROADWAY DESIGN 0 V = 75 MPH TOTAL LENGTH OF TIP PROJECT R-2828 = 8.617 Miles ENGINEER k. ----7' ��PROFILE (HORIZONTAL) *(TTST 4 + DUAL 7) ®�N 10 5 0 10 20LETTING DATE: RONYELL THIGPEN, PET8�� ` ' I •• FUNCTIONAL CLASS: 11,2019 PROJECT DESIGN ENGINEER 2 2l0 ( , NCDOT CONTACT. DESIGN BUILD PROJECT ENGINEER DEC.— — v PROFILE (VERTICAL) FREEWAY TRANSPORTATION PROGRAM MANAGEMENT UNIT PE. N U� \ SIGNATURE J / o- s " to I PROJECT REFERENCE NO. SHEET NO. DENOTES IMPACTS IN INSET A 50 50 LANE r eLaTHs NL L'L.o"-, R y,,y828 SHHEET No. 20 7/y/ SURFACE WATER ,� GRAPHIC SCALE // DENOTESCT INE SURFACE WATER IV - ROADWAY DESIGN HYDRAULICS WDK ) / S TE #32 , B 1 / ENGINEER ENGINEER ���� DENOTES FILL IN - -- / / / ' / WETLAND - CL. II RIP P ti� J~ r/ Ete N / * * * * DENOTES MECHANIZED \ ,M- �• ******* CLEARING / v EST. 15 ON m / / `\ = ( �y / EST. 20 GF / / �� \m 1 TEMPORARY SURFACE �� za WDL WATER IMPACT S .. �� o E /ti / - / DOCUMENT NOT CONSIDERED FINAL it 77 *iv UNLESS ALL SIGNATURES COMPLETED ,aM SITE�31 0 0 A l _..��,.�.�p. .. . (4, ,,,w„�---- F SITE 2 ::^.............*.,., 40 \ \\ \\ ,...,.,.,;.,f CL. II RIP RAP •���\�� ^' EST. 30 TON 'SEA INSET ' ' m j co EST. 15 SY GF . \ SPI EEDINLET t; :,&ST4I Tlo ZOTECTION f r �, CL.I RIP RAP �►ETAIL 2-36 EST.17 TONCF �• � .. -� C • 0 i 1✓�ti �.. u / ' • ,� SEE INLET DETAIL 2-70 I3 F CL.II RIP T" T T ' t T T \mil. T T T T EST.15 EST.20 '' i —TOE PROTECTION �� ba SEE DETAIL 2-36 •�E ° �Iti��� � ` ® o o o o ® o ,..,,..,,...,..,,,. CL.II RIP RAP ••,.^ ^ — — Z .........,, ,-`p� EST.30 TON F,,,,,,,,,,,,,,,,,•....,,,...,,,,•..,,,,..,,,,,..,,,..,,,...,,,,....,,,,.....,,,....,,,..,,,,..,,,,...,,,,...,,,,..,,,,..,,,,�,,,,,,...,,,,,..,,,,..,, O /II �EST.15 SY G' ..........................................•...,..,,,,...,,,,.....,,,.....,,,,...,,,..,,,,..,,,,,...,,,,..,,,,..,,.,..,,,,....,,,,..,,,.,,...,,,•..,., 0 TOE PROTECTION i' a WSEE DETAIL 2-36 �- L� 1 PROPOSED SBG . � E.7,►S" �°INLET DE SAIL 2-70 . 4 - -. 2GI _ • rn - r F w g A,� , ..�Wtr► ' N 111 ��� n _ ,,,. ,.. _. O Li.,_. A1A/A N + fir' r, Px y 0 W M 735 zcl `�i\ Fs S 62`20'00.7"E 740 745 • F75G1 W F i+ul ill: •� m I , 18" 1 i + 2GI I I I 15" N in n n �jir� .� 01 n a' - n n n n n rT' I n n n n n n n n n n n n n n n n n n n n n n n n n n n Jf n n n 4;.m n n n n n n n n n n n n n n n �n i N n =< = ,1 �\�'; 0 2Gl PROPOSED DOUBLE FACED GUIDERAIL � W Q crl fi-44 \ .\II PI . am 11 L L L L 1 1 i,r A� L L L L l L L L L L L 1 L L L L 1 L L L L 1 L L L L L L L L 1 L L L L L L 1 L L L L _ L L L l 1 " CLASS I RIP ' P A'RON .:s \�,� 1EE OUTLET 2GI • 16 L X 8 W v✓0.3'X, si..p.�� ,4', I TAIL 2-71 2GI 26 TONS 49 S.Y :F k. CL II RIP RAP Irk' \ ST.11 TON pn -0 H � ic}T ��,` •T.5 SY GF v — TOE P .TECTO ti '� y '`I SEE DE IL 2 n6 �� ;., °r \� �(�, , a..... JB W/MH F• .... .. •. .. .. ::F::: ... .... .. ... ... .. .. .. .. ... ... •... .. .. .. F F F F dl op NJ iNco s _ co IFV-s,'' 7+.' • *,! **` •ILATERAL 4'BASE DITCH '� W/CLA55 RIP RAP / � �' ' ♦* 4'*�. TOE PROTECTION Ico nI.'t,'�\, * *r- �y\ EST..�P RAP SEE DETAIL 2-39 SEE DETAIL 2-36 R co m ��� �. j(` , �l L �Lya� c, ��\. ,T. 51 SY GF CVco /i.,4, 41I e �� �1EDEIL �1 \\ m JBW/MH 03% ( �' m nnmm..._ ..y. 494164 ti .n.ponn-:n. u :/ "� a, "i //�, ``L -.'4n :+• '+' �_a�so .• e . eP LATERAL 4 BASE DITCH 3 iJ + �r 4 .... �E ,.,,, ,, �� W/CLASS I RIP RAP � r' ��. �`►�i��� ES�:�P RAP SEE DETAIL 2-39 SITE#31 — SIT # 2 �'. 1 �E �E�E �E �E�E CL.II RIP RAP t4._ -"l� * 44 '. - SEE INSET B EST. TON �� ta. T * * .\� !` EST. .b SY EST.10 SY GF aSi �— (; 4) r e ITE #32 PERMIT DRAWING SEE I S T B P OUTLET CHANNEL STABILIZATION a F it EE DETAIL 2-32 • /\ SI �Tyl`3 \ / SHEET 74 OF 171 i L— 5 INSET B 05.°O� RT w �� TEfVIPORARY `� T ;1 —°\( . RY . �1+V.�X CP 100 0 100 50 0 50c' 35 -�1FZF CES C Q SCE �,5 3� GRAPHIC SCALE cfsVV/'�IR IMPAC WRM ACTa \ I' GRAPHIC SCALE to I PROJECT REFERENCE NO. SHEET NO. =, 0 50 0 50 LANENN R-2828 20 ' DENOTES TEMPOR IN N S E T A BLEIT~E DE OTES IMPA4F RhV T NO C0 �ii %I'suRa WATER GRAPHIC SCALE �� •••�' SHEET IMPACTS IN SUR AR YO AT I �� �I � TB� �, i _ ROADWAY DESIGN HYDRAULICS /// r E� ENGINEER ENGINEER _.----,: K rap. DENOTES FILL IN „m - - - - - v -' p �� ��•. I ERN DENOTES�ND "• �� !� " ' eM � 1 CL II RIP/ �ti �� :1_S _11 'QD. WETLAND // / 7 C ARICH NIZED _- i I / / / E ST. 1 J N QQ�� I EST. 20 /GF �/�II,yIrI I 11 ( TEMPORARY SURFACE 4/ 4 t z D i �W WAT R IMPACT � ti S .fi __ 'I �� DOCUMENT NOT CONSIDERED FINAL / �; .. ' G O UNLESS ALL SIGNATURES COMPLETED I f SITE#31 � ;:4:4;:.#74•414:4*IlL4e:*. Iv" .Inp, aon.nlo11ao11ul,Il.In m > d ors -��.� �� .I,.Ip. �7 �L. II121f�� Ri�Po .X.,„„i SI E 2 ,....,,,.,,I,.11„.3 .>:) , , IsaSEE ItVSET �'� ��� NEST. 3� TONPIE INLET 'NB ST.�: •01 tCTEST �15SY GF ..ETAIr 2-3 u• 41 ii tPsi . 44 I ; - 60 OA // / - - /1" CL.rlit,Pi , ,I 1 SEE INLE ET•IL 2-70 MO Ng**41 ,..., r 9 ,..,,T.,._,,,, ,...,,,, # PIPVII‘• Adv "frw/; 7.414, f,,, . . . .w. P to. ,\L A / , .0 f 0 OP a EST.207 '' i 01 lfd i . . i t,,, TO PROTECTION l \ i ' Oil L SEE DETAIL 2-36 - f� In :::;y,;;::;j"• .r•: .. •. .. F — ZO ;...y....,..;•...•. I EST II RIPTAP .• .. ... •.. ... ... .... ..... .. .. .. .. .. •. .. ... .. .. . � F CL p H TOE PROTECTIC EST.,Y6 SY G• \ _ I4 .... ... .. . w SEE DETAIL 2-36 I® ��\ P OP SE. 'BG � ,, �� AIL 2-70 •¢ ... O CAI GI !.mal NIII. I"____ N irrirri -NII,I14, W� t � _ �I'� �� �n W Nam- =0 co O az \`' � r/1 2GI W„F I 2GI• �G IQ.7" 7I0 l8" 2�1 4 FS N n ��n n`_ n n n OPOSED DOUBLE FACED C UIDn��n 111,1 �� m m n, n �n� N a 1Tj =fMW +_ W ' Ai 401111FA Iliriapill J y 1� Fri ;oU J N 0 C�J �1 "cJs V.N ' L iss 'JIFF '� isiN = V J N Q L L1' 1 L L L L L L 1 L 1 L L I M. Pi Aide I- I L L ` L L L 1 L L L 1 L L m 1 S P A RON �� `"1 1 EE ••° T 2�1 1 1 1 �` 2GI 6 L X 8 W v✓0.3/ 'EL \@ I TAIL 2-7T wo 1� �3 26 TONS 49 S , ;S I CL II RIIp RAP _ _ ST.1 flip "p n a M 1 SY GF F TOE P'•TECT O �. r ...........,..,::::',..Ng,,,,,,,:::::::::::::::::, ... :...:::... ,— \\ 4 SEE ODE IL 2 '6 �' _ _ , A W/MH . .. .. ..... .... F .. .. .. ... •... F F a \ ' ° "'c ...: •.. I ' M® �, W/CLA 5 RIP7 RA ... II co \ FIF _ � �t *re 7 d+P`�5'���° '. �.I �P,TERA 4'BASE DITCH r s • PR is / 4110,7**144%,,tAlk � SOE DETOAIL 2TI06N, kfr,... � t d iE d ,P ' SE DE AIL 2 34////.�' 1 iiiiillig _ /� /��\us �� . 16 EST. �I,�1 ropri ��rN 1 , r � . _ 1 co L �2s ' N I41' �, � "Po i i l 205.00'RT �� _ ��� / twl,\K �E �TECTON 0,4t �� \ 1 i3 , •y IQ_ 9981=\ DE IL 2—t6 �' --ii INER,= Class IWill ' SC F M ,urn I nu nwnelnmmwlml �laln�l 1 • 3`'.. iI .a �I •°:..aa�no wu u � u 111 ` sat IIIII„IIIII I J .,I 1 \ / / 7 W J ( .�, , TERAL 4" f3AS 4�T ' s� --� V� '^ IL., , Ifb !� )♦ y ����0�,.�IS,r'TATrcf► SECLAS¢ I RIP RAP J rsli a SEA DETAIL 2-39 SIT #3 �� � �� �� �• c 9- T 2 l 1 IN_ - * #* -' � �@► EST. :2 �+ EST.11 RIP O < `- . EST. b SY 3 S E INS EST. SY G �' �' .� _fct.. _. .yF.: .i�� AS1� o , I S T. 1 RI OUTLET CHANNELSTBIL 10 '� T \ r •,,4,44\ 1I #J PERMIT DRAWING e ,r m ,e '� EE DETAIL 2 32 �v� � L- ? lifSHEET 75 OF 171 r • 05.00 RT *Eso �''i. \1 50 TEfVIPORAR � T M O �Y� sil o0 o ioo -SURFACE rS • �°� GRAPHIC SCALEIMPACTS Is' GRAPHIC SCALE � cr to I PROJECT REFERENCE NO. SHEET NO. SITE#48 NOTES: / LANE l aLaT~E o P 165 R R,W 58 ET NO. 28 1. PERMANENT FILL IMPACT FOR PERMANENT BENTS. 2 ROADWAY DESIGN HYDRAULICS O ENGINEER ENGINEER 2. ALL CLEARING, INCLUDING UPLANDS, UNDER BRIDGE WILL BE HAND CLEARING. ,+\ i / �� ((�,��' �/777 // 'z za z ze SON\ za 0,_____. , , \ � ( h I( / 'r\�re�1B 1 'o a DOCUMENT NOT CONSIDERED FINAL \\\ `/ \/ \/ \e\ \\ \ �� WD` , ,,\\I \� 4----- m 15��J5�_--. �� \ UNLESS ALL SIGNATURES COMPLETED \m `C �C `C \ \\ V IN. �15� / JS - \N\a FILTRATION/HAZARDOUS SPILL BASIN - \/ WDW \/- \ \ \/� 3- j WITH MEDIA FILTER \a / ----Ts ,s -' =-L-886+73 SEE DETAIL 3-41 SHEET 2D-14 \\ 1 S7• )1, V 1123 t/s+ {t'\` i SS 3H ��X—X�X X/ X \ °\ _ . z� Lzs7 / m, LI 0.056 '�� 4'BASEDITCH}�� \/ / LINER - Class B SEEDETAIL 3Hx-" X1 \/� X�X�ct-X�X `/� I �C'm �c -_ l� // y` 01 m1' �zza CL. RAP GSQ S-0TC: �y1 IV `c X� �C �c I \a �. / y1 °'�, .� ff / ze E5T.2 T S \8 00� - ex FI / I x�n // �e-- ///" T.7 SY G +� yJEI' SITE#47,o-' \ 'k '''-i-/ \h 1 _ ' S�/-" �� s JB wM1H / X., 1 _ ---� I// ' 4/---- ------>-- -- '' -' L' ,... . -----__ OUTLET STRUCTURE v,� "' m; � ,c m_-- / I _ (r\) - -e __-\I I� "�7 ;OE i°BARS �i AND 3-4g� �r� / _ .. M - $ x x F !ice i /M /tom e�-JfF_uks �� as m v7 :H w o �.. �m�eis- \\ I 2.------' ERG J 4 RC I II G 1 {l• s. ��15 1/ / ) DISSI 8ATO A51 48"RCP-III Q / X \ SITE V �c',6 E DET•L 2-4 ,,max F tiJZiIt \r WET N_D FILL SIT f Ff F .•::..::••• CRIPRAP LASS II IMP PACT, TY\ tam f�S m Ail,—CLASS T 0 / RAP II TOE DETAIL 2-36 ._-y� \ \� \ / u Ra / 1�" RIP WDV VI At. .ra. W2Prirrra_- — G I , ; ',sue _ _ .- v. - �r1.S______�a711/�WV", !�a_e , I .■-Y�____PM ^MEDIAN III ' C) x 1 N Ia.' i • IL •411__---.------__--_----_- �� pitTel,llitil x - !WPM Mate r,"�'�' 1'<��� �11„—��/�/�����C�.%!/ /���i�JO� tiara !Iry 2GL< 0 N ►®� / �a ��II��� dui l\or +si�+:Ili li Iisi - +i/1iinll�finll m 0+/v./0%4'Jl MWItFJii II is i W o li'la � �1 I �:�:�: I�NIII\a 3 � '�II�CII�, I�IiM N .;,qll//�° y�I/e�1r.��/!fir iill�.t� x o • lu� �� �I.., . . non gi rJ�s��li it 9 h' d Xg01 /l�7Msffi�I/iIN I W%6 I r ii N + W 4�� x ' Il t►1a I_■� I II 11N1 ��I 1� lii.. O x c ��= w��� /1�� 860 2GI � oce„-y 1 /, f ;' ■il Ill�l■Ill�����1�7/'�/ ��i / __ /� i w co to + ��� �� ����_ *F 's_ i/ .1 asp 1 ._ ■ ■ ` t �I 63`5/'02. .r W -- -�'�_— 111/� l 'III III ��' ai �idi ,■WI 1111 A W ! �i �•�'— ' Al �rati " i-1,/� 4n 0411 'a��l• Y i I-s4■1 aid t I■�/mama �IIIIIMIII •/, �w/� W Q (/� f1•' i.a• --. r_�_- — �IIL,I�iW I" lRgl; ���- +v �I1 I,l ■`7111 • , Z r INIINyy� IIIINIn11af�`��IIlI11lu���_ �lillf..l�I .a ?III ��1 9�■�r e� NIl1�QliI1y a it/� I-, W .,... III_IN111WEI MAIIIII�11111 � �!/Illl��lllll�l�I,�i+�!,�•�tA lmEl�,'l: Nt�`N�111iIIIIJPI �►�A5: IllW' 1 J v) z 1®I����.� mu�lu_ nlliuliu - :alala ■1 �� r.?'° .. : � 11 ■��IJ��i,l.. �.; �I•�IC\ — l�ll l J 1- ff— g0a -; 1_�0 1 � l 1 : u IMES 11� J N 1`. � jial R-; ilNi;MSEMK`NN%Ii;i RIF il;■��en if�Iildlil1a��1�1■O=21IIIINHI►.. .• _ co 5 ■ !ice %%� -'__=�._: Nll�9� 'i//IiuNlii�� Ili i■Ni �9�" I i1�11iii� =1111IR111 ��il '-III 1 a ■j loon nnlul l► �__ I men I ', A o Q --- _-- - /I),7 �y OW -.. 1----- - —L Ill i l a��l®�.�.�l.�=�■I1r owl 11 -- ,1�D -- a — — `/ --- ETLA D FILL ,� �� ��� u I PACT T - _ I a WDV Fir � X X48 D FX CH / 1 , • M30'HAUL R.ADY E y x i Y DI s ih 3[p7F* 'R'- \ _- BANK STABILIZATION �� /--Lk , I� ,f� I // -�. T" x - �/ NV \ SEE DETAIL 2-51 i •�• / %7 ' i'.6 I I h< 7/ ent / N -` '� TOE PROTECTION \\\ TEMPORARY ' I I I to Ax/ SEE DETAIL 2-36 , I -� / SITE #49 tr op ,x� WORK TRESTLE 9 D . SITE #47 \/_ 1/_ II \/ i\ WD� m ..�' �Il I : I/ \ //� DENOTES FILL IN a ! u "' WETLAND --- + + + + DENOTES MECHANIZED \/ 4 \/ \/_ I / IP \\ - N I - \� ++++."+ CLEARING zi �C �C �C , \ I �C m e \ \I W l / DENOTES HAND o 4 4 \\ UNDERHILL MITIGATION SITE / \%\\ �/ ---WLs \ \\ \ (// / CLEARING / \\' \\ \ \ 4- 4- // \ 4- \ SITE#48 \ Lza c m za 3 \ X ir UN L WDV I Wa- MITIGATION AR A PERMIT DRAWING SHEET 105 OF 171 4 - I / I �n ,/4- 4- y ,/ ;4 I ,4 \ \ 100 \ 0 100 I m / \\ 3/ / ,GRAPHIS ALE N OD \a / / 2. m g " � I PROJECT REFERENCE NO. SHEET NO. SITE #48 NOTES: 0 LANE l aBLUTHE R-2828 28 .. �/� ', r,,„o.,,,,,, RAY SHEET NO. 1. PERMANENT FILL IMPACT FOR PERMANENT BENTS. ROADWAY DESIGN HYDRAULICS 2• ALL CLEARING, INCLUDING UPLANDS, UNDER BRIDGE \ ENGINEER ENGINEER WILL BE HAND CLEARING. � '� '' Ai" o iv''IlljrwlilltiriilP vrAgli,, 14"- (,-------- - i , , -71' Z. '� Q a , WDV m\\ �—e— /? �-E - - DOCUMENT NOT CONSIDERED FINAL f � _ F I•N/ RDOUS SP1 L SIGNATURES COMPLETED \ >e .� JS- �Q UNLESS4ALL \ \ `/ \/ j � \ • \ `�� \ �w' 111 �Amf �� -'� I e\ NIS.E DETAIL 13-4 ,AS�c �c Dc !,,,, __. ,, ,e �, Se _- i_ ` i 14, Y 1ME I. ILT R H T S E 2.-4 I l;� -XX _- re- W 4"BASE DITCH�,,, lir ���\ X SEE DETAIL 3-3• x" I \/ O XX X- `/ , ' - /' r CL.: � � SQ 3OTC: ®�®\ �c X� o �c I Q .. r Hir,111rAiiiiri �_..,. - c� - EST 2�T• S �$ �5,,, 1t jorepavtL‘ FK� SITE#47 � � �„it .. /^, a illi��,._-_ u°° �,.:_0 a „ YGQ0 ,B�,H �r6 (4 F O �� .' ,R1 ' ,•� -• `N �im ,` OUTLETE;. 7.40/1 1 IR4 ' - ` III �)... 7 x ', EE 1 ETAI4R-4 AND 3 44 R. 5 lt) ti;a00411 740-;,:door.- .,-- - - ".."... ' , _ .tea.: .-. i _ ERG t . H \ V.___x, ,.. , , , n /� DISSI'ATG .-I RCP-III Iiii X , ', SITE i � .;q s '�„ ,, ))vE DET'LESti I �X ���, � - impTAcTN Q FILLI,, // ���i1 X F -...•'....... .. � �__ _ _ SITE � \ _ F cy, , _ w n �I * \ Z ...........:'..^.. ... '• TOE DETAIL PROTECTION l I WIrilit.. . ,..... `\ \\ P L ' / P/ / V D G I �' tif II A LJ WDV S IL 2-36 .: •�+»IA�T. .�4f7I�:�.�I��'}:!?�.. 11 _ a otatio �. �� e /1 �IIII� R Cr) N ������• WINIIIIIIIIJILI'L 9_, �� ®>� III cm O ��� it ilh!!!� INNIII®Q� III► I�IsQ I II��Qrm �/O,/�//sa 7 L1J�® _ � ivi �;ll ��.�. IhNili�a � ���II®n Ir,��FILE �,�iiri� ��� ��i w • l��li•• ! Eonl�1�EJ /'���+.�i�I. 9 iai+•1��� l%it���b�NIIMIlM1".� g61115 �////0/�I!I� v)ocIIIIIIII - ��� 2GI � N D �4I��� arai I I Of I•I W• 860 0� 1 �� � i i1.4.01111, �� D w►i © - -IW�. -- �� �►� Illl�lillill�fi�ll ='�'1�I � ��►� I�ill�lillAer � i' W •�.-...— - PINIfi�,ll iI u isarl s. ��i ilYII ui ic. Y.l; : �� aYr lAv-m---— IIIIMIIII �� IIIIIIMIIII i n� W Q L111A.�1�� iial lu l i fNFAVEN iii ll�ue� _f � Ilin4 AEI' - Ii ,A �i( INIMP• f1II IlIII.0 i IT.pi , , z a Kilts,�ti 11 Ii®�� �ILrI�UII� �-girlia , . 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I e s I 1 ,, --f /IDS Ail,NI ° II \ SEE DETAIL 2-51 • / % �� �I �..- X� . �aa►m• V',L TOE PETAIL 2I 1/ 6N \ 12�� WORK TRESTLE ; WDV 3 SIT #47 , II \ ��y� 1,4 : , �/� DENOTE D. a /�{/ ¼ V.ENO1)S'��I LL IN EIL= r - _ MECHANIZED • CLEARING o s � 4 I III R o „ d A �6> _ �/ 4 DENOTES HAND o ,A� � 4 4 �c \ UNDERHILL MITIGATION SITE '�\"\ �c '-was \I ---> r/ /�� iCLE RING', �/ Q i v SITE#48 z WDV' VI UNDERHILL, �i p �\� �� W` MITIGATION AR A `, PERMIT DRAWING 4 4 o 4- -\ 0 �/ ) h SHEET 106 OF 171 / y j 1 L *4-G PHISALEiii A va>. ��r n / '! r m PROJECT REFERENCE NO.cr (\ SHEET NO. NNNI ) LANE rBItlTHE R-2828 28A ro ,,. "hd'"o,f'° PM SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ili 10'BUFFER TO JS DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ip ',i i :of ,/ I f / EB1 B1 \'\SPAN B \ — — B2— — — — — B3 SPAN D g4 Sc SPAN E / B5 SPAN F EB2 �, , SPAR'C ..... 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EB2 - 170 B1 B2 B3 B4 B5 B6 cc 1 1 l tD �` KCI ASSOCIATES TOFH RN PINE CAROI.INA,P.A. �—- nnE 0 97II SOUTHERN PINE BLVD sue. SUITE.A CO CHARLOTTE,NC 282]3 ELEVATION K C j-"" ` 704-499-9452 El D U WORK TRESTLE D STRUCTURE 10:DUAL BRIDGES ON-L-(NC-540) E WORK TRESTLE AT STRUCTURE 10 OVER SWIFT CREEK WAKE AND JOHNSTON CO.,NC KCI JOB#911906280 IMISSING TRUCK BEAMS ON 40'SPANS NCDOT PROJECT NO.R-2828 JOB REF.#C1969.67 DES.BY: D�.aY DATE. SCALE: SHEET.,. `" JMV I AMC I 04/20 NONE I 3OF3 m u 0 PERMIT DRAWING a a) SHEET 107 OF 171 0,5. Iv.c. o„I, N N� N-A Roa: to I PROJECT REFERENCE NO. SHEET NO. INSET A -SDJ ��� �_� LANE rBLllTM6 2828 29 ro Vt:, ate z�� x�r,�„o.a.,,, RW SHEET NO50 0 50 SATE #50 ' •,` TEMPORARY / ROADWAY DESIGN HYDRAULICS SURFACE . ENGINEER ENGINEER GRAPHIC SCALE \ A1 �, WATER IMPACT tics, 0 -', i _____/--- 4., 1 - * "=; SURFACE /- I k' R z JB w/MH N� itii**I„,,,,,,, ..„ i, WATER IMPACT / bl TO PROTECTION / ,1 � � DOCUMENT NOT CONSIDERED FINAL �c " yF SEE DETAIL 3-14 ( / li 5// CSpeiYllll.%IIeY,,,,' ?'',';i� ''' �4i UNLESS ALL SIGNATURES COMPLETED BO ir . i 4114.1.4i'PIL C L. II ':IP .. wO ST. 6. TON F/ .� - � . 36SYG T T ` '. r1 i' bv T T T T 4",' .i) �4'BASE DITCH 1 ,S / .R� EE DETAIL 3-36 CL. II �� ;� � �►� SEE INLET DET kL''3-57 / - `%. EST. ' ,��,1' CLASS IY WITH / I y� S) E#50 CLASS I RIP RAP T SEE DETAIL 3-40' i-� / / I \ SEE INSET A 2/5 TOE PROTECT!? SEE DETAIL 3-147' f/ 4� m // 11110111 �� .�e/ i wL jj � / / 6'PERF PLASTIC,0.5%SLOPE B I� #50A \/, ��' ///' �'■ornln 0 / / ffi �/ / / •R]rrF a /1 / / o ilr I I _ j BERM 'V'DITCH / �� J H '�F��I ..�'- C \ SEE DETAIL 3-5 _�Tg. \/ e•�/ Di , C/// // , ��%� �> A '�� / / O Q 2/5 2GI . � C I-vi SEE DETAIL 3-45_ -- - 'R. CAT-1 �' 18 wASH A\II i *''•' //// / / - w TO PROTECTION C 0 //// S 2GI y JO~Q �IJ� H �1 �'I'`. <� CL.II..I SEE DETAIL3-14 ,! 2GI ///' ,! GREU TL-3 O J 6 1L80 SP' ��, \ ST.6: TON F ue Q W GREU TL-3 36"RCP-III w � 4 36 SY G / F' • PROPOSED GUARDRAIL / U SPRAY FIELD Q= Ay 1 � w x A. �� TI Ifs/1 � �k'i+/ - T _ T - T T / / m W z� PROPS SED GUARDRAIL cL.u r i'% ;Fr<r , COMIMI I I r ufzroaIa '�®DET o �j W w w o o c I I r.�,..��i cL.12gr6 RAP o / / o• o o c I C Lll 0 p p O EST. 1 TON v ago LLIW . 1 C�I I if�..E '.26 SY //// W ct ok� �0 MEDIAN V'DITCH I 1 DETAIL 3-83 �1 � d " / z�� CO W 870 ROPOSED GUARDRAIL GREU TL-3 PROPOSED GUIDERAIL 8 5 �� PROPOSED DOUBLE FACED GUIDERAIL 880 / / W CO 94„ I n n n I u uminizi....44-47 /, -roam L t I 3c, - I S 7-I_Ae e P W CO r CFI n n S2 w MEDIAN 'V'DITCH GREU TL-3 N 63`5/'02.3"E ,I �� E e ETAI -39 2GI-A ///' W . Cry-I W Qaaat WQ SEE DETAIL 3-83 ���. �� ,y.R,SILLS AND BAFFLES QO H I- ° NMIpVr# ki /6i�// H H J �y,,�L� a▪z,_-a x F g - g I I�■,1.,...%/.�.-. I►k.. h 0 /i ^� x F w J (-n▪ V) 1 1� GI1 - q. gp� ■' is r i ?W O �Z L 1 e - 1i, 1 1 1 t 1 1 1 1 1 1 1. 1 1 1 1 1 1 1 11 29I r- zQ a m �� • o , D GUARDRAIL -- 2GI — F azW — — — — PROP OH SIGI r . o %F 4! / Q Q 3 C C — — — '1 __�} FS, - _/ ___ PROPOSED W E 30'HAUL ROAD C 1 / . �t ' �`1 ., PROTECTION - C CL�B RIP RAP GUARDRAIL S O O r a >M 11 ! ,r1 EE DETAI - EST.2 TON WWI, * e .. / EST.7 SY GF r j Crag.s O 6 yl,l 1 `. IIFI/ ** O O O �� ,� � �E E� �,I I °{, P, I E� ooN� III ' .1 SITE#50A oNN� I = NNN� � 11 SURFACE \ �. � ior, •E O� 1'�+ETAIL 3-+ � I I � y� \i /n .. I���m A IMPA T F r" ; til I � � rN��7 I co _ .1•,/ .. E. o CD v.. I O ► ►I � � . V A ,/, DE WETS FILL IN W WWr I ���y 11 L , L . L SITE #50 1 1\il4- \ * DENOTCLEhAVGNIZED p T 1 � F °R P D SEE INSET ill `� DL `-\I DENOTES IMPACTS IN +' ���j P O O \ // SURFACE WATER D I �Z�� F,: IL� DENOTES TEMPORARY a II!�I,i y�311: J "�,� O i4 1 _ _ I I` // IMPACTS IN SURFACE WATER J t Er•--� lll41 �IvA2ti�6L'��wer A p, I►1i 11►% / A EMP•RARY `/ .�J`' *** • * PROTL \\ / \ �T ��' _''****** EE DETAIL GL.II RIP RA' /`/� `w ` \ \ SURFACE 7 f;*** ** EST.RI T. / \ c •[ WAtE' M'��CT T '1 *** *** ° EST.9 5Y GF PERMIT DRAWING�[1 SHEET 111 OF 171 a I I4 �I11 ✓ •' �ILIZAT N / \A \1 \ - 0 I I 3• _ ./ SEE- 56 oti� \I V �' ; i o II II '� I I INSET 5 et- �,/ 0 50 \ " - \\ 10�Y' 0 100 �o S� � J INSET B _ _ _ _ � I I 1;i _ _ _ _ a/ GRAPHIC SCAE N�g GRAPHIC SCALE V / -- �� INSET A \ / !ii'iP'j�I���R ii , »������� 1�JJI1f�'�1 NE r e� rHE " I ) PROJ 828ENO. S 2 EE HEETNO �� '��, ® ; '�' i /" et` A RhV SHEET O. .� a .3....,�..p�...,..., xo to HJ.a•� 50 \ 'T� �� ' POR �� 11 _ ROADWAY DESIGN HYDRAULICS Aci? ) ��lh, ENGINEER ENGINEER \� T MPO i GRAP L ' „� . 1 ACT �ylll a/// 3IRF _..... � `�I '� SURFAC �" ' i1 I��'III`Ili���� µ' ii /- I P, z WATER IM ACf 4/4 �� �,J B w/MH �' ..., . o ;,a. TO PROTECT! \kw �? ..... ..: 7 ._ it...0.410 4�.� C1C / 0! DOCUMENT NOT CONSIDERED FINAL \ rr,Yyirr"YYYYmYP-�.rAe��r41lA�,743 ...rr ��.Y r ►Ef D E 'I -1 / .,i UNLESS ALL SIGNATURES COMPLETED .1'�:P .rnr 7N�'�6�\�Yi r I I l n ///fi , i '4 1 \�C 4 I r , tr�r�' r 0 t* it '''-F/ Al' ,,,,, Allr ii • Ar 444. Wallerai _141. 11 ._ I 1 A , Adilk _...„„„.,,,,,,..r . 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PRO.�SED GUAR'• I ce wogCO MET; e e• ml r"?+ll% "� '�® ii�� ®� ►�11 -��SS�� , �� o J�2 N ®o® 1r Nwma mm_l� » f ® o�.�%il 445 ��'r�',,�`� i o_ Aahmttll "��EW��i M • lgff" ESI _ '� / IL � lWAT O WRINJEMI KIMMINS:NEM W • Utzw y + ,EL DETAIL 3 :� - ®� ���/Fcn=AIMO LL LL- W o 70 FA ROPO' D GUA__RDRAIC GREU TL-3 PROF POSED GUIDERAI ' _ 5 � ® PRO•• e s• e • D '•'1 8"I ".IN■-_ W 2 pp 1 I --'= �I_�ii'� LSD®rl /r ,,:,ra 1��sas�°a � j�� 1 fir^I.ea.Ml.®.a W 03 til z JQ W QIIISITMMEill[ ' ' GREU TL-3 ,� k 1 A4/ �E .erAl 3-sA 11�„ / /, W Q N 63`5//02.3' ®f y R SILLS AND ElearfABENneWalli- ‘11WW0a1=1‘14x11‘iimwal&Williriam__Alli Mrflumeril n NrieL- er-.-1.�,�7I© z o ., 0 Lvi �� msrmmm iwrral aram_--mr ': .: :¢ 0 MW1/4.9=MMEIIIMMMIMILMIX W INIMIm� , W 0 cr)cv m _ ` �ERI III T �� E Q m 1-i-z1,--z , ir t;Aizo 1 x ems, �R ! �!r- / / F IJJ'QQIJ3 Ytti� �� R PROPOS�e D G�I J LLI r.W O�a 4u1100•101441_, 'HA ROAD .�x**ir** iEE PROTECTIONIP 111111"1111111.16 — ELTS72PTO�N� G�AI¢DRA,// LIJ Wr"Y at it it at itEilk "' i ,Y. -S-. -', ;la. Illk _AM11111011411.111....._ 444 61 14'_ AA 1 . ens, wil U .) ` m7111.‘, Wr '' tilt IIMMIMAIITE 5 \ OON NN N 92 Y � V / O ___,, \\ , \A „ A ,„. , A Ali,' - 1 IIIINPANIFAIPZTA RATIN= , 1,JLL.K I i PINEWMMIIPLAY A°t'' A I 1 ar."2:111kiP°". 1 ??2. 1 WL SITE#50 i ' ' • ' A 1 D ! SEE INSET is I D y DENOTES JMFAC I, o I OV. 410. ^ 'LmSURFACE WATELSA' �� . • • T DELOTES ifMPOIt pppyyy��/7�/g// qs.a .,I I'//�/* IMPACTS--I#-- - E WATER C i-r- I1194..Mal I1�111U)RI�OI.� - ,,, ,PROTEA v N EMPORAR ,VP ► v v v SUFFACE i 1,140.* EE DETAIL SspRSYR°� �// ' O PERMIT DRAWING o WAT : M- • �' *:* *** 41Ig ' 4 , - \\ _ SHEET112 OF171 NSEEDETAI -6 / , r :/// 1 V It \ - 1 R o IIIIII. ,� � J _ 1 U ---� 'i� D 50 A' --- -I �� l0l '_�/ I 100 N . n V I ,� A e GRAPHIC SC e ppEEVV� //99�2p2p Y22FL CC!�5/lN�0.H�B0.S ~ ��� I111E 3..r.". "l l n°:s R A 2828s N°. sx�° 'AOOEDjTO ACCONMOOAiEPTENPoF0.Rl CONO.TroN.£D/�CH WAS . •\::.........) �! , r°. j DENOTES IMPACTS IN S DT �� I T E #58 _ink S D , BZ - F�°��E@ w`��Er SURFACE WATER ir SITE 5 9 yr 1 Z// DENOTES TEMPORARY �y 1 0� Gy4% �y - ,VO ��° /, IMPACTS IN SURFACE WATER m / Clb� ��- - :Z Q \ ��� TEMPORA Y Islet iDOCUMENT NOT CONSIDERED FINAL TEMPOR ICY a� itii.� UNLESS ALLSI�NATURESCOMPLETED v. �m SURFACE SURFACE �, �;1,�+i e, r:,;l 11 i y 6i �`� WATPCT �v.. 48;:i. /Ii ��®/I�e�1����Nei�A� ��� SEE DETAI 79 � � �dL��■ _..'��/►���.:�.��i�.•.:: il���..:a�i�a� is....i.i: ion PIPE OUTLET //----- ��� a+ F�{i���� �RlI%. �0� ��///I� . //I�liib �II>%r1 „„„ v..`ar_ li �0--4-!z-,--,ii!i ky4 ,",.', --,- �� P liCHANNEL STABILIZATION \ a.�� SURFAG . ......!�isyu; — Will J Ey IER IMPACT '�� — _ _ I III CLASS II RIPRAP \ , m \ �����Il�i SURFACE t SEE DETAIL 3-19 s —� INSET A < �� � �? WATER IMPACT INSET B ,� \\ ��v GRAPHIC SIM CALE ^�� GRAPHIC SCALE ry > ° �� _ _ #59 Afr �m T • SITE #58A \;;, � ,°° �� �n� %'� -a 1 SEE INSET A \ SITE #91 ��� ` -- —� � . a SEE INSET D � _ , OA ,n n °E,°n .4_SDQ ALICEc / �` ,° /.. SZ =mo \ OP� ,SITE #59A INSET C WSEE EE INSET C INSET B �_n ''. y �� '�''. u�, r-----„,....„:„ . m P • �__ —=� s o a�--�/ _.ter ' � ✓ �,,��,� Cl G ! —� OOA� D,- � `"fie J—\�� T� "� �� - y~j�+13 \ '' ". 11114.- `1�^ \" � 's^„P�RI \� o "—�� a�,w� - ITE #58A WGREU R.a ��®'\��� Q PROPOSPEADIL \ _ .. .. .. . b H GUARD P \ Q — i-44.4,14. 4m 4 ir ili � .Y2PPn.zy JJ r 1 _ `• ' :ram �`11' . ' 1 tl ��_�_�_ y)M .n 11\►;�_ At ‘,Zetk,--- ----- . #, CI61a Osn@�, y\4411� ��P Il��-"j17I.... i Ni' i //.m�`I0s * aa,z, ii •• as��� •®I LA � MOB\\ •I \��A\ -ti •v /74e..:;ftgglfSW. �- Pt.t., \ ' WF• - taxi v°x e\sueuu\wu R �w' GRAPHIC SCALE 50 F, WC soon:: v �; i/ y ,N� � / ..., TEMPORARY 40'HAUL ROADNSET41" ,mR �4. 1� 7/ // s� zzeg :.rtr*41,4 SITE #91 SEITE #58 \�`@+ �� PROP OH /;;/1 B \\ ?B i'� 6 �...:::::: NitAri I - 8 / ADO ...�H�� �%f'" " \ ,A� yj0yh� V `az�' zze i SEE SHEET 37A „ �•� ' p11 \`4AAiu -d'4� / SDQ PERMIT DRAWING Ay41xo ds ti`' �1 SHEET 132 OF 171 a a J�y ,ti y/�/ /j leN o �L P_i & By\ o0 o ao /'� if " 4''Q � � GRAPHIC SCALE N • r3 e wrce wns �I�I� �� *— 1 wE Gh ..,,.,.. �� I) MaER� 1 No is '/./ T • - DENOTES IMPACT$ IN D ))S D " �� o I T E #58 S , - N� wGN� SURFACE WATER � �y � � � / /�;4,� y ���� DENOTES TEMPORARY —81 S I V I : veA/ �� JMPACTS IN SU FI{p.CE,�1lATER'�° m erg " ��� I �' / reilliehi- 1 DOCUMENT ALL SIGNATURES SDR.ereo TEMPORA Y 4 Ilk' TEMPORAI ,Y,iS,1I 1141:i1I...2 46. r-11.-1mra s.vAS. :sO Ar..r.v•4A SURFACEAi.p..,m-8(i SURFACE 14 101 1 I.Lh61.%.i..ii.ii, ..aI lI _ Ii mm 0i°.04)T01er.,0°1 II 511" — 'AO V1% TER IMPA�� , WATER IMPACT �j��s m�� . � a �::1iri:1171Mie:6ST�1 ��, ST ND SEE D'TAI 1 CH ���� r A ' \ ���� * PII�I�:A///�a "���rm� iL'2 a n 8 , ��� AI/%/�li� '.�Ij%% ' I-11,:F ` POTLETo o `FT .,' �ni� � i4R °841 mrl� CHA STABILIZATI®. ' ,,L \\‘.,.•..... :1/44 rvVt- c�...SURFAC i a���ny�� �iayy.. 4L4L39 4� 4 -, LyypTER IMPACT -���v� �! — - m� 44 INSET /`1 WATER IMPACT i ISE B., p o 4*a zs 8 zs o \ zs ' ,� • ° I GRAPHIC.SCALE .4 N ` t GRAPHIC SCALE \\ 1 e _______ \ 1 11 11111 , g. ,*ihr*.ii"l slifr>kle-7 1 i t,,,C'' tea. .,, ,,. ' --\'- „'- :1.--71 ,._...„____,.../,,M,,,INi)_____\i -1 ..... 11,4'_... -16---. ,,'.--"',AI'P—,--.".-,•%. SITE#58A , a< m T 0 61%7V.....31.:.4..... SEE IJ,S�T A � ,, iff ---.smi IN ukw A IM 1 L_e,.8—,7 t— o zoo ® Y-'� SIT 4 9 N �6 �, NS • SEE `—� INSET B . A.07 as a Q u . \CAT �� M1 �� �� '+ �--./ 1 � .• _�� _ \ ^ w .,� Ill N G � �— ay. OSfD - t "�IIFMIMo `�f- \, s/ � .. ss ��� M1 NLT i -w11 l ikLum W o �'��_ U �' TIII 1� f ,'� .;;/ i e V _"�W tk _-3a� .`k �` nR sOM, 111P. 'llwwll� .. ..�" u RgIL r SZIT • moa GRfU TL'� -_ - -- r PROPOSEDL w yr GUPRDRJ`I ��� � � er -A1 , 5.+ V .J -� - �S 4 1 III i IIN1� ,,0 ''9 lakil" _...111' '''' ,,,,'''T—Z.,:- *k. Akat SJ rN � f ` t e7 W `�,R.. 1„�II N .+IV/ �" Ip2___.._____ f9N iv_ \/'1011 , w41111% l�.r ,,a, ‘ \ \, M'--\\ ,7,„ N. vs S� �` / 1 I �` `7'I,�+� Ieb 1p 1. g '�\ �..` 50 50 Cam V of SD` oN N iP ' oE.N d_ : J 1r :. °�� ~e saw .�'yip''. \.. 1 GRAPFIIC SCALE: / �" - DF i > :- � s�� - PORARY -Q - - ---�� a. H�--ROAD All 01111119'' ''' m N. IVSETLD 4I\ ��.; �9r : ,. /\._,/\ ITS #91 N SITE #58 o ,a oa.,. e r raa ; c oNSiirli >.�g �Fof/ OE _ gQ m SEE SHEET 37A l�2p o �ry�° Atif e\ em'44s' -(� PERMITI DRAWING e y ,ti 2:1111'1;:' _��"� e�_� a SHEET 33 OF 171 u4llb 6 a R �\ l00 0 100 GRAPHIC SCALE WETLAND AND SURACE WATER IMPACTS 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) 26A 707+50 Roadway Fill (SCM) 0.01 < 0.01 266 35 26A 707+50 Culvert Stabilization (SCM) < 0.01 65 27 705+75 - 714+00 Roadway Fill (WDH) 2.44 0.03 0.24 28 711+00 - 714+00 (LT) Roadway Fill (SCN) 0.01 < 0.01 156 10 29 726+50 - 728+00 (RT) Drain Pond (PY) 1.40 30 728+00 - 734+50 (RT) Channel Change (SCQ) 0.06 673 31 736+00 Roadway Fill (WDJ, SCQ) 0.38 0.09 0.03 < 0.01 130 58 32 736+70 (LT) - 738+00 (RT) 2 @ 8'x9' RCBC (SCP) 0.07 0.02 379 92 32 736+70 (LT) - 738+00 (RT) Culvert Stabilization (SCP) < 0.01 44 32 736+70 (LT) - 738+00 (RT) Bank Stabilization (SCP) < 0.01 29 33 759+00 (RT) - 759+82 (LT) Roadway Fill (WDM) 0.39 0.03 34 767+65 (RT) Roadway Fill (WDN) < 0.01 35 782+00 (LT) 9'x8' RCBC (SCT) 0.05 < 0.01 441 37 35 782+00 (LT) Culvert Stabilization (SCT) < 0.01 47 35 782+00 (LT) Bank Stabilization (SCT) < 0.01 18 36 782+00 - 787+20 Roadway Fill (WDO) 0.71 < 0.01 0.06 37 785+90 (RT) - 787+70 (LT) 48" RCP (SCV) 0.03 < 0.01 394 20 37 785+90 (RT) - 787+70 (LT) Pipe Stabilization (SCV) < 0.01 37 38 788+00 (LT) Roadway Fill (WDP) < 0.01 39 812+00 - 813+00 (LT) Roadway Fill (W DS) 0.08 40 812+90 - 813+37 (LT) Channel Change (SDB) < 0.01 54 40 813+50 (LT) Channel Change (SDC) < 0.01 93 40A* -Y21- 40+00 (LT) Roadway Fill (W DR) 0.09 40B -Y21- 44+40 (RT) Roadway Fill (SCZ) < 0.01 < 0.01 52 13 SHEET 3 SUBTOTALS***: 4.09 0.03 0.43 1.70 0.03 2878 265 0 NOTES: *Represents an isolated wetland impact (also non-riparian) NC DEPARTMENT OF TRANSPORTATION **Represents any non-riparian wetland impact DIVISION OF HIGHWAYS ***Rounded totals are sum of actual impacts 03/04/2020 WAKE & JOHNSTON TIP NO.R-2828 WBS NO. 37673.1.TA2 Revised 2018 Feb SHEET 168 OF 171 WETLAND AND SURACE WATER IMPACTS 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) 41 813+50 (LT) - 829+50 (RT) Channel Change (SCY) 0.21 0.05 1453 187 41 -Y21- 44+50 (RT) 18" CSP (SCY) < 0.01 58 41 -Y21- 44+50 (RT) Pipe Stabilization (SCY) < 0.01 21 41 829+50 (LT) - 834+00 (RT) Bank Stabilization (SCY) 0.08 283 42 BRIDGE 832+50 (RT) Work Trestle (WDU) 0.02 44 BRIDGE Bridge 0.02 0.55 0.05 238 44 BRIDGE Bank Stabilization 0.01 44 45 841+78 - 843+00 (LT) Roadway Fill (WDV) 0.05 0.03 47 856+50 - 861+50 Roadway Fill (WDV) 0.37 0.05 48 861+40 - 866+30 Work Trestle (WDV) 0.02 < 0.01 0.65 49 867+50 - 868+50 Work Trestle (WDY) < 0.01 0.17 50 876+00 14'X8' RCBC (SDJ) 0.03 < 0.01 318 46 50 876+00 Culvert Stabilization (SDJ) < 0.01 42 50 876+00 Bank Stabilization (SDJ) < 0.01 48 50A 875+50 - 877+00 Roadway Fill (WDZ) 0.56 0.09 51 890+00 42" RCP (SDK) < 0.01 < 0.01 32 10 51 890+00 Pipe Stabilization (SDK) < 0.01 21 51A 890+00 Roadway Fill (WEA) 0.29 52 895+00 60" RCP (SDL) 0.05 < 0.01 588 20 52 895+00 Pipe Stabilization (SDL) < 0.01 39 53 900+50 (LT) - 906+50 (RT) 42" RCP (SDM) 0.05 < 0.01 948 20 53 900+50 (LT) - 906+50 (RT) Pipe Stabilization (SDM) < 0.01 47 54 911+00 (LT) - 913+75 (RT) Roadway Fill (WEC) 1.88 0.10 SHEET 4 SUBTOTALS***: 3.19 1 0.27 1.40 0.45 0.10 3942 521 1 0 NOTES: *Represents an isolated wetland impact (also non-riparian) NC DEPARTMENT OF TRANSPORTATION **Represents any non-riparian wetland impact DIVISION OF HIGHWAYS ***Rounded totals are sum of actual impacts 03/04/2020 WAKE 86 JOHNSTON TIP NO.R-2828 WBS NO. 37673.1.TA2 Revised 2018 Feb SHEET 169 OF 171 WETLAND AND SURACE WATER IMPACTS 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) 80 -Y22FLYBD- 83+50 (RT) Roadway Fill (WEV) 0.03 81 -Y22RPDE- 29+50 (RT) Roadway Fill (WEU) 0.04 82 -Y22FLYBD- 113+30 (RT) HSB Outlet SEH, (WFN(2)) 0.05 < 0.01 10 82 -Y22FLYBD- 113+30 (RT) 12" Pipe Stabil. (SEH) < 0.01 15 82A -Y22SEC2- 382+00 - 386+00 (LT) Channel Change (SEM) 0.04 < 0.01 422 20 83 -Y22SEC2- 396+50 (LT) Channel Change (SEK, WFF) < 0.01 < 0.01 < 0.01 28 13 84 -Y22SEC2- 405+00 (LT) 60" CMP & 72" WSP (SEL) < 0.01 10 84 -Y22SEC2- 405+00 (LT) Pipe Stabilizatoin (SEL) < 0.01 37 85 -Y22SEC2- 416+00 (LT) 30" RCP Pipe Extension (SEV) < 0.01 < 0.01 59 10 85 -Y22SEC2- 416+00 (LT) Pipe Stabilizatoin (SEV) < 0.01 19 87 -Y22SEC2- 474+20 (LT) 42" Pipe (SES) < 0.01 10 87 -Y22SEC2- 474+20 (LT) Pipe Stabilization (SES) < 0.01 10 88 -Y22SEC2 (LT) - 80+00 (LT) 48" RCP (SES) 0.02 < 0.01 244 20 88 -Y22SEC2 (LT) - 80+00 (LT) Pipe Stabilizatoin (SES) < 0.01 30 91 Y22FLYCC 121+30/121+90 (RT) Haul Road (SDQ) 0.01 66 SHEET 1 SUBTOTALS 2.36 < 0.01 0.08 0.16 3.88 0.01 2538 103 SHEET 2 SUBTOTALS 6.82 0.39 0.86 0.85 3.40 < 0.01 1834 57 SHEET 3 SUBTOTALS 4.09 0.03 0.43 1.70 0.03 2878 265 SHEET 4 SUBTOTALS 3.19 0.27 1.40 0.45 0.10 3942 521 SHEET 5 SUBTOTALS 0.09 0.03 1.56 0.36 0.02 4253 399 TOTALS***: 16.62 < 0.01 0.50 1.79 3.81 9.88 0.20 16309 1504 0 NOTES: *Represents an isolated wetland impact (also non-riparian) NC DEPARTMENT OF TRANSPORTATION **Represents any non-riparian wetland impact DIVISION OF HIGHWAYS ***Rounded totals are sum of actual impacts 03/04/2020 WAKE & JOHNSTON TIP NO.R-2828 WBS NO. 37673.1.TA2 Revised 2018 Feb SHEET 171 OF 171 o, 0 CO STATE STATE PROJECT REFERENCE NO SHEETN0. TOTAL 9NEBT3 El STATE OF NO II'�TH CAROLINA N.C. R-2828 i , 1.1 ' \ \\ STATE PROJ.NQ P.A.PROJ.NQ DESCRIPTION /IT • . s. ��� 35516.3.GV1 NHP-0540(043) DESIGN-BUILD °` 101*103010.1-1=16. 6Pillirik, , 35516.2.3 N H P-0540(043) RrW 41.0- mrammit*-.,,, - _ii; ,„„,„. 35516.2.TA1 NHP-0540(043) RNV Ni" *0 \III; ; ► Iiii,_ n WAKE & JOHNSTON COUNTY op titkiek.:14,_,, , TRIANGLE EXPRESSWAY SOUTHEAST EXTENSION FROM ' C) V s EAST OF US 401 TO EAST OF I-40 - 1. BEGIN PRO ECT %���(' END TIP PROJECT R-2828 PRO ECT !!� J A" , `'' DESIGN-BUILD UILD AS SPECIFIED IN THE SCOPE o END CNSUC -ow i r '���� OF WORK CONTAINED IN THE REQUEST FOR c� w 1 _ v is Q \ TO +1' TION 50.00 V �" CWM PROPOSALS BEGIN CONSTRUCTION _M\ v . :. a -Y22- STA.382+01.19 _.II1V -Y22- R 6...L44 - i� oem.--nn ill oo BUFFER IMPACTS PACKAGE �'!P1tYtP EI W ' it eir SITE#83 �sopt a°, c: �� SITE#84— o o. W' SITE#73 6 `� _� oi4 i ' � A m PACKAGE R-2 82 8 NEW BETHEL SITE#57A I-540 3 !■�� DATE. FEBRUARY 8 2021 /� 1 4 1 I CHURCH RD. SITE#57 jal �// VICINITY MAP NOT TO SCALE) SITE#58To Plill SITE#91 �� SEASITE#58A *...,..- 0 s SITE#55 M g. END TIP PROJECT R-2721B SITE#56 ( 5� OW BEGIN TIP PROJECT R-2828 V �° ° 50BEGIN CONSTRUCTION SITE#53 ;�� �� �� -L- STA. 500+00.00 SITE#52 g2 �' 0- -o /b ,t..44., SITE#82 o YI7- SITE#51 �� 7E#90 r SITE#11 SR 1006 j agII a SITE#10 OLD STAGE SWIFT `5��'� � SITE#78 ,, RD. CREEK,, _-/�" a SITE#46 �� 03‘‘') SITE#79 v SITE#14 SITE#18A 2� /� SITE#87 ;aSITE#6 pANTHER oill SITE#44 ^ -'w SITE#88 l SITE#26 HWY 50 j END CONSTRUCTION -0 NORFOLK I RANCH a Y21 2 /'' SITE#48 v C 0 SOUTHERN .� "�``, SITE#19 6 jj RAILROAD M 7 -A-. 9 1st" LITTLE SITE#25 SITE#72 BENSON 2 x +' -Y22- STA.497+92.36 - 1+ CREEK RD. /% SITE#76 4 `�, �����I� r A SITE#26A SITE#32 u 2`' " N ►f_ - -__— � 2 1 w ,► s SITE#75 I Y20- SITE#42 SITE#74 (.1' HOLLY SPRING 1-540 rn ,���- � 4 15 Ti/ +w��-�� .�i+\,, U 6_ 16- co 4v T 16 -L- oRD BUFFALO 1 "�♦ 119 �� ��� S' 2723 '1 _� 1. >� ���� r .,*4. 18 I-540 R�AN CREEK 2 * SITE#41 +�`�tiraitire • vii FANNY BROWN \ 19 20 23 , �• �'Mr��� ��Z_�� ,*� 3 SITE#13 Yl,_ UNIPER _%t ��' 21 22 �A SITE#40B r'� � �����' L `�� SITE#2 SITE#7 R 2725 BRANCH -n9N ��_ ���► �� a� ° SITE#3 SITE#70 HOLLAND SR 2 awnit o O SITE#4 CHURCH RD. SAULS GUFFY ��' o CLEARING ON THIS PROJECT SHALL BE PERFORMED RD. BRANCH SITE#35 N V TO THE LIMITS ESTABLISHED BY METHOD rn. SITE#26SITE#29 SITE#37 % ' LANE BLWTHE BUFFER DRAWING a THIS IS A CONTROLLED ACCESS PROJECT WITH SITE#30 SHEET 1 OF 42 3 ACCESS BEING LIMITED TO INTERCHANGES. SITE#31 Eititi ° GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Pfe°0fe°'°„t° °�°' HYDRAULICS ENGINEER In " I R9P AIEVII I F STREET SUITE I500 MINT 3]601 TEL:191�.83G4040 ADT 2018 = NA FA%1.99.E36.099 ° 50 25 0 50 100 LENGTH OF ROADWAY PROJECT R-2828 = 8.055 Miles EIGENSE NO T-ONE ®�1 ° ADT 2040 = 53,400 FOR THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ® # l i l t . D H V = 12 % 2018 STANDARD SPECIFICATIONS �V a PLANS D = 65 % LENGTH OF STRUCTURE PROJECT R-2828 = 0.562 Miles P.E.ESIGNATURE: ow 50 25 0 50 100 T = 11 % RIGHT OF WAY DATE: DANIEL BRIDGES, PE 57, N t_lin J SEPT. 09,2 019 PROJECT ENGINEER ROADWAY DESIGN ,� V = 75 MPH TOTAL LENGTH OF TIP PROJECT R-2828 = 8.617 Miles ENGINEER ‘___7' �� PROFILE (HORIZONTAL) *(TTST 4 + DUAL 7) ®�N a- 0 10 5 0 l0 20 LETTING DATE: RONYELL THIGPEN, PEpR�� ` ' ' "� FUNCTIONAL CLASS: DEC. 11,2019 PROJECT DESIGN ENGINEER O O�� ( 1 NCDOT CONTACT. PORTA ON P PROJECT ENGINEER - — v PROFILE (VERTICAL) FREEWAY TRANSPORTATION PROGRAM MANAGEMENT UNIT � PE. N U� \ SIGNATURE: LANE to I PROJECT REFERENCE NO. SHEET NO. SITE#48 NOTES: / l a�aT~E oP 165 R 28 R,W SHEET NO. 1. PERMANENT FILL IMPACT FOR PERMANENT BENTS. 2 ROADWAY DESIGN HYDRAULICS O ENGINEER ENGINEER 2. ALL CLEARING, INCLUDING UPLANDS, UNDER BRIDGE WILL BE HAND CLEARING. w// ((,�3 ./ // 'z za z ze SON\ \ i / /// za o,.____. „p . \ �- (‘4 I( 'w �re1B1 'oaDOCUMENT NOT CONSIDERED FINAL \\\ `/ \/ \/ \e\ �\ \ �� WD` , \\I \ +a�_��m 1S�`J5�_ . 7� \ UNLESS ALL SIGNATURES COMPLETED `C �C `C \ \\ _ V I \ ,15� / JS _ Nap FILTRATION/HAZARDOUS SPILL BASIN \/_ \/ WDW \/- \� \ \/� �- I-, 1 WITH MEDIA FILTER \" �n Ts ___g 73 SEE DETAIL 3-41 SHEET 2D-14 I St .. QA. 14.76 cfs+ \ \/ �/ / \ \am D --.--- .-- )1, V 1.23 Ws �C " 77�ss--iS�„n -re_/�a I S 0.3% �{— '/ 711/ S5= 3 H 1 X�X X�C X X �1 _ z� 1Ze / LINER= Class B SEE DETAIL 3-36 \ \/ I \ N = 0.056 ':7 / 4'BASE DITCH x� 1 X�X 1 xsm \ �c / -_ . .. 1� h� o` m�' �` G 3 8TC �1`` X X X 4- I CL.• ' RAP cr., wan /X� \o c� J /. fl E5T.2 T• S . 1�00� -y� / T.7 SY G F Z r /,4" / G4 <2B15> m z l ( \ -.l• sly M .,0 JB w/MH f`� ,_1, `/� 1 _ OUTLET STRUCTURE .l, "' W e �.. �c --- I r _ e�M-__1 1, a4 .$/ -x , DXE i°�ARS -43 AND 3-4g4 m ,� 1 1 G At_ 4� su•s I% I I /IPIAIIII �..• a. s J - n BIM- �_� \ ✓ o K 'B �/ ERG -1 4S Y ' i s - ,p �,SS / / DISSI'ATO 48"RCP-III • x Skiff. ''' >•, BAST Cq \ E DET•L 2-4 �i Yi �/ F ••.. •.. .. .... ... yy', \ r !S _'UNDERHILL MITIGATION SITE j" Nel<2819> c\ F0V..... , , cussu � O • .. .....:. I urti'�� \ ,tM �` CLASS II TOE PROTECTION k \__ _ _ DG .2 ,���� �"111 \ -C 'Ra RIPRAP .\ SEE DETAIL 2-36 -_-wLe--- �./���������/ A♦♦♦ P' 4 / 'FAIIW -,WDV 1�ti�i���� - , _-__----_-_ - - Gia_D x '�� • - _ I Ve �Z,i��l%/!//��/i..�0ii�i�� � �J//y MEDIAN—I Cs1 _ Ifr///1 ,,}yam' �fI Ifni . , N III■5PliriIIIIri III d % ei ♦ iiMtV21r♦i►��16ff f/ V 2L 1-c c �1 cm �� .,M ! wring: Ili■als-'�� � A>ffyil%'. a '11r-,`` z o wwI��a��� -1►.�:R �. in_ l�i�j aiI,Inul1- 9 _� _lio %il�,7�i� /II��yi1igfrji • u,o Ts. a vet vv i 860 2GI women ���� 2-i�♦nII i ��� � �t z�� mot top" {.....,sell, a .O �' �� j/ , Y� IR �-_ . �IIE r 1� ■ ��I�/J.J�� �Y /-�♦�♦ �ii�i /I� ---- ,PP� �>— ,,C00 W in- I. FS -----.-•i21'�i� �r y.. Rom., I l ��Ir Jlt_ IRI !I11imam i/-171%� enil li�_ �.-- / Nil - • � ' w _ ....... i �-�c� .� Ri.mil .,- �_._en..•i 1 04,A. IEI a iF_i_,! �'_ 4, 1�IM111 / I.11 Q CO ..t�'�� /, -, �....._�-- i I Iiii��l� IMiil an6.4• llfl■illid lfl�,l srNEO `n IIII■IIl�7d I� z a I 1�1' i,.� IMVIII■Ai oIII�YI�c m - - IUI■IIII4 mIII■I L IF���II I �vv`I!/M1■III P - ~ u M. _1 co t- �� � �oi���C� /_im!ii �la::l �P11� II��.,,, G"mil■■::1 IJ''nLalll d - - I-4 !�. RE !l ill ♦♦� • I r YI'wln ro J") 1-� o C� 1�1 Yllinda�`�//,II.IYI.II1• I�i�il�llVIII I 1MIl iiMMtk t a 011I11■11111W d■1■_ - / -1 MUM ■_ --- _ IIIINIIIIIS�IIMIII. : : MMI .I NIIIII■IIIE!M■I■ .' 1 2GI 1 I- (0 J i� � I o%.A1 �� limn! ilim11 11 !i_mi€..iy, E �s /IIIIIYIII 11�11 a s -------- 2GI y-� - _ — _ �. • _ - -- - -- L a � { - � -`_ 7-*--j--1 --L ' WO ONI-w� —-—- rr ----- - ------ — 11/_=iiii--:11i��.®Y r-_77i� ,,A 'i I '�'C :,.• � ul lrf i , 1 - - n 7 • ♦i�. 1 ♦i o x_ ,_ -_- & CH X/ I I 1 30 HAUL ROAD y a WDV' _ � x 4e w� 1 - H 73 s —. — — \ — BANK STABILIZATIONco / J — —/ x'� 6 \ SEE DETAIL 2-51 / �� i.� I h.CO Aft 7/ \' — �''�� TOE PROTECTION ` \\\ TEMPORARY / y I 10 I nNi jX/ SEE DETAIL 2-36 / I / - 1 /� N �x 4- 4 WORK TRESTLE J 1 -k 4- 4- WDV „ - ' _h I 0 1 4N IT I , I 1 4- \ e� \ \- N /w♦♦ ALLOWABLE IMPACTS ZONE 1 o \ \ UNDERHILL MITIGATION SITE ♦\\ ---wLe N C \ N N\ (/ ♦I♦i♦I♦i♦i♦A a � %.> �/ ' \'k. \\ \ �/ N^ \\ \ , ��'''''I ALLOWABLE IMPACTS ZONE 2 o m ,' UNDERHILL,,\ "\, 1 o WDV IIN W0 MITIGATION AR A BUFFER DRAWING a I ie I 4- 1 SHEET 20 OF 42 1I -7 ,, \ i. / m -co II. II. \\ / GRAPHICS ALE o I PROJECT REFERENCE NO. SHEET NO. �cr \` LANE el arH.s t 2 2828 29 a) / al 5 I / i x�,..�.o a.,a, RS SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER V lit 4,/ R / i azl (3// "' /u 1 E'1 ,of RZz , / 4 / / // J�: o' DOCUMENT NOT CONSIDERED FINAL CI // / / _ aUNLESS ALL SIGNATURES COMPLETED •TERAT c /HAZARDOUS SP BASIN // / / r /U` TH MED i' ILTER a /y�/ m vO S. DETAIL 3 -'-.HEEr 2D-14 ((yy /0/ w / h —e4'BASE DITCH "-� 0 BAN •TABILIZATION / .try EE DETAIL 3-36ill I // / / .F EE. DETAIL 3-56 / // // ',i7 o, yAiriry CLASS I WITH // I d / SJ E#50 CLASS I RIP RAP /li ° SEE DETAIL 3-4° i-� // I2/5 ■■,,pp TOE PR&EC7`IO' SEE DETAIL 3-14/— 411! m / ail :.. n1} 4© .i /i / L'>S111 .. i m / / 6'PERF PLASTIC,0.5%SLOPE l�Einili glillil B // I /•.G //// iLM ;I. I w' '� E / ..I. . 9t p 1 1 0 CD ICS) U C��F��'• C BERM 'V'DITCH I l .1 D j -- '�� H �i + �'- - �' /SEE DETAIL 3-5 -(�T B 1\ ,�/� C I �� pr ' // /.> C ///, C6 215 d GI - C'• / ♦i ♦� -••••• i�if C / / I- SEE DETAIL 3-45 -- - k"� •' 16 9wrMH �,�e♦i< �. f, - - / / ♦�••'+ I I` 0 id ,• H -k ♦♦♦ �+ddd,'0�:�r y3 / / S 2GI , I �:� Y♦♦ ♦♦ ♦♦ I/' PROTECTION C <�28>� — , / Z I ( Q "�''S . I / 15"CSP {A1E ♦♦ _ r1� `'DETAIL 3-14 26I //// �! O J� S.I LBO, ' ♦♦a ♦� Al ...TRAY �J �/ F. • / w k .-A. T T T T T T T �, I ♦♦1{eR4V�\ %/:�_ Milli - m Wok CD I . r CL.II r f vi 57 ��' / / p L 073 CV EST 23 S /d�A ®MI �A � / / ®�/ CV) m O _ O G N a 4'� �. - �� G / / O. O U N O V NI mos. o O Hp Q O O W O « 01 0 0 i a �a�' `r� / / LLJ W C'4.W O MEDIAN 'V'DITCH ( / / O y + 15EE DETAIL 3-83 I ii /�Q• • //// N + co 20 W O 1 1 �i 1 1 1 1 1 .- n n n �, a p18T5 • .5.: 'e&��®�._:i/ 880 / / 9:v W 03 I/' W I� 870 1 Cb r 94" ■ i _ I n °�Y1♦s�s�s� ♦ - ♦. S��LI 3SI° / 'S� °TI-A' co O W N � ♦ ♦♦ ♦ '/ / / 30" co ti Qv1 JB wMH - MEDIAN 'V'DITCH re i 39 �2903> , , Q W SEE DETAIL 3-83 ••. •.. ♦�♦♦♦+♦♦^ ° 2GI-A / / (n J W Z Q ♦.♦♦ ♦ - ♦��� AND BAFFLES / / W Q CY Q J CO LO o C� Oli C• : ��/'s� _ _t':`' / //r-Y N /O�` a 8.1 J Qom =J c ll c . I :❖:4yya'AIA ® ®®B�.S/. ��11 , // z. T =J Q C9 F 1 N 0>1 %w1\O��®> .� f •ETAIL 3.. cry 0 .P / // U C.) . Z W O s — 2GI lol , ®� Or .24 SY G �' �. _ ' / // 91 rL r-_ .Jai` T 1� L J 1 1 1 1 1. L 1 1 1 1 1 1 1 1 2GI r� W W .- _ 77 I ./4, I RAP I 7..._„....:- F C — PROP OH SIGN; �/ ., 99 TON _ _ _ _� � A! Q QJn C C .;r1 I . 485Y GF../ F F FSC ___ / 9 J J W 30'HAUL ROAD C ¢ �� �+ :♦iii� / — .:,I•..•�pOiO� •• E DETAIEST.7 SY GF <291A 0 0 a I I • I♦♦�♦�♦/♦1 E; PROTECTION C EST.2I TON ION ctZ�m IE E 1 FI !11I%, �C E� NNO� I 1 , �1 `S. fo 0 oNN QI 1 F \\ NNNip 1 • I \ / N WWW"" /(��a A i SITE #50 i \ , vv 1 DZ /1 E m l 0 1 r I ���������������� i I / y 1 — •—___ ,�����=���=���� MITIGABLE IMPACTS ZONE 1 o / \ - \\ I \ \ j////� MITIGABLE IMPACTS ZONE 2 3 0 J EST RIP RA' //�/ \\ \\ \\ / ESTT9tSYGF , �` .e BUFFER DRAWING \ SHEET 21 OF 42 \ a / \\ / hILIZAT N /� 1 \ \ 3 //——NLB�/ \_WL,,_—_ / SEEDETAI 560 ohh / 11 �c �C \ / �/� \ � / / / ,— GRAPHIC SCSCALENo8 / .V -V .V .V / _V I -'- v v II II v " d'f8 3Ze€€b�oawn" &Ao�ewc w� u�n6 a......0 8yyo 1403, \---- ------------ // 7-i-- ' .z ., 111111 I _____-__ -1- 7-- ____ ______ ______ ---- _,_ . s� �, , / �� — _,ate.•` e� CDrT SITE #58A :` e\ �� ----- SITE#91 . i ____ lsD • ff.�.,,,, E. w� %i�� � — SITE #59A , ir o fta • Wtiro ° i. p D EId � ' e 4 J �� � f \� MoNti I , I r it : - : lot y A Wei to 17, ` Aiiii/ <^ Q©; +N� ° �� °I mw :17•71...44.1%,;711r--:,,W:iiiiegw:_y_i_.:N7.,-------- �-- -i ° �Jr f.,::ki • , � Cil _PSI Ze''. - , - *j- ig IS RP-- . �a \----4.--v,„,„ m, „„ Life q z - m, • WIQ� itiiiis �g vo • R~ A.•; • uruu msru - �I - .. .. .. .. . Ny �° u, SITE#5• �., ."'I '"'__ , \\\ ift 11.91:allillgt.,�F � PROP OH [1l�wa.0'fi--i' �.••' .,7"° _ / / / �� v %�/ ro iii""" ALLOWABLE IMPACTS ZONE 1 -"'�+� ����yhh \\\\\\ ALLOWABLE IMPACTS ZONE 2 ® `� �\,.t� °j P�•Oi4�4i40�•� MITIGABLE IMPACTS ZONE 1 �� � o��a°' 1. !O, ,,pp BUFFER DRAWING 0 0 �-"Wiry oItyS,�F� SHEET 25 OF 42 y �� ca.N i MITIGABLE IMPACTS ZONE 2 SNP1555551 ^' �4�N• GRAPHIC SCALE 'rQ RIPARIAN BUFFER IMPACTS SUMMARY IMPACTS BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT Site Station Structure ROAD PARALLEL No. (From/To) Size / Type BRIDGE ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 CROSSING IMPACT (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) _ (ft2) 40B 803+66/804+26 Roadfill Ditch (SCY) x 5079 2317 7396 41 803+66/804+26 18" CSP (SCY) x 5095 1729 6824 41 812+81/827+66 Roadfill Ditch (SCY) x 79241 46967 126208 41 831+01/831+19 New Channel Tie In x 1027 911 1938 41 828+33/838+25 Bridge (SCY) x 65438 37217 102655 46 844+25/844+76 36" RCP x 270 270 48 866+00/868+47 Bridge (SDG) x 16900 13266 30166 50 875+30/877+40 14'X8' RCBC (SDJ) x 25494 15386 40880 51 888+93/889+94 42" RCP (SDK) x 6023 5029 11052 52 894+45/895+98 60" RCP (SDL) x 36709 21474 58183 53 900+35/907+05 42" RCP (SDM) x 59490 36433 95923 55 914+63/919+22 2@ 9'x9' RCBC (SDW) x 50950 33292 84242 56 913+58/917+59 Roadway Fill (SDV) x 31949 22268 54217 57 Y22RPB 24+86/26+00 54" RCP Pipe Extension (SDT) x 6816 4456 11272 57A Y22RPB 25+94/27+66 Roadway Fill (SDS) x 6090 4471 10561 58 Y22FLYBD 48+12/46+10 42" pipe (SDT) x 14654 8100 22754 58A Y22FLYCC 127+31/122+31 54" pipe (SDT) x 32839 21340 54179 59A Y22FLYCC 116+13/117+87 Roadfill (SDQ) x 3201 4149 7350 70 Y17A 11+15/11+61 24" CSP (SCB1) x 1931 589 2520 72 Y21 C 10+70/11+70 Roadfill x 829 1377 2206 73 Y22FLYBD 35+23/34+64 Roadfill x 2357 1339 3696 74 Y22FLYCC 33+58/34+58 Roadfill (SDV) x 1566 2406 3972 75 Y22FLYCC 36+14/38+48 Bridge x 13991 9505 23496 76 919+00/929+36 Roadfill (SDO) x 64308 45001 109309 TOTALS*: 111525 70812 182337 420452 268480 688932 0 I 0 NOTES: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 02/24/2020 WAKE & JOHNSTON TIP NO. R-2828 WBS NO. 37673.1.TA2 Revised 2018 Feb SHEET 38 OF 42 RIPARIAN BUFFER IMPACTS SUMMARY IMPACTS BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT Site Station Structure ROAD PARALLEL No. (From/To) Size / Type BRIDGE ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 CROSSING IMPACT (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) ( 2) ft 78 Y22FLYCC 75+50 60" RCP Pipe Removal (SET) x _ 785 618 1403 213 969 1182 79 Y22FLYBD 82+61/84+16 54" RCP (SET) x 37554 25277 62831 79A Y22RPDE 26+30/28+76 Borrow Site Excavation x 0 721 721 82 Y22FLYBD 113+57/113+98 Widening HSB (SEH ) x 2133 1426 3559 82A Y22 382+23/385+82 New Channel Tie In x _ 13251 880 14131 83 Y22 395+85/397+04 54" RCP (SEK) x 1507 377 1884 84 Y22 403+56/405+39 60" CMP & 72" WSP (SEL) x 2355 565 2920 87 Y22_SEC2 473+60/474+66 36" RCP (SES) x 2764 1099 3863 0 397 397 88 Y22RPDE 19+72/17+57 42" RCP (SES) x 16259 8963 25222 88A Y22RPDE 13+30 Borrow Site Excavation x _ 0 1075 1075 90 Y22LPA 14+70/16+90 Roadway Fill (SDT) x _ 551 405 956 857 857 91 Y22FLYCC 121+30/121+90 Haul Road (SDQ) x 4000 2577 6577 SHEET 1 SUBTOTALS 13360 10234 23594 513905 295720 809625 0 0 SHEET 2 SUBTOTALS 109365 69644 179009 420452 268480 688932 0 0 TOTALS*: 136820 86945 223765 1001634 603339 1604973 0 0 NOTES: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 03/04/2020 WAKE & JOHNSTON TIP NO. R-2828 WBS NO. 37673.1.TA2 Revised 2018 Feb SHEET 39 OF 42