The URL can be used to link to this page

Home My WebLink About20190593 Ver 5_I-5111_I-4739 Updated Application I-40ver5-UPDATEDAPPLICATIONaug31-2020 Staff Review Form NORFH CA.,i0:INA En vironmenfrr!QvoGry Updated August 24,2020 Staff Review Does this application have all the attachments needed to accept it into the review process?* 6* Yes r No ID#* Version* 5 20190593 Is this project a public transportation project?* (' Yes r No Is this a DOT ( Yes C No project?* Reviewer List:* Rob Ridings:eads\rgridings Select Reviewing Office:* Central Office-(919)707-9000 Does this project require a request for payment to be sent?* Yes r No Project Submittal Form Please note:fields marked with a red asterisk *below are required. You will not be able to submit the form until all mandatory questions are answered. Project Type:* r New Project ( New Project w Existing ID ✓ Pre-Application Submittal R More Information Response ✓ Other Agency Comments c Stream or Buffer Appeal ✓ Re-issuance\Renewal Request c For the Record Only(Courtesy Copy) Is this supplemental information that needs to be sent to the Corps?* r Yes R No New Project-Please check the new project type if you are trying to submit a new project that needs an official approval decision. Pre-Application Submittal-Please check the pre-application submittal if you just want feedback on your submittal and do not have the expectation that your submittal will be considered a complete application requiring a formal decision. More Information Response -Please check this type if you are responding to a request for information from staff and you have and ID#and version for this response. Other Agency Comments-Please check this if you are submitting comments on an existing project. Re-issuance\Renewal Request—Please check this if you are submitting for a re-issuance\renewal prior to expiration date for the corresponding 401/404. If submitting after the expiration date or if modification needed use New Project with Existing ID option. Project Contact Information Name: Kristi Lynn Carpenter for Chris Rivenbark Who is submitting the inforrration? Email Address: crivenbark@ncdot.gov Project Information Existing ID#: Existing Version: 20190593 20170001(no dashes) 1 Project Name: Interstate 40 Widening&Improvements(1-4739 1-51 1 1) Is this a public transportation project? Yes C No Is the project located within a NC DCM Area of Environmental Concern (AEC)? c Yes C No ( Unknown TIP#: WBS#: 1-4739 1-5111 County(ies) Please upload all files that need to be submited. Click the upload button or drag and drop files here to attach docunent 1-5111 1-4739 Individual Modification 8.29MB Wake_Johnston August 31 2020.pdf Only pdf or krrz files are accepted. Describe the attachments or comments: Original submitted via email.This current correspondence replaces the July 24, 2020 request with updated information regarding modifications to Site 44 and 17. Sign and Submit ....................................................................................................................................................................................................................................................................................................................................................................................................... 117 By checking the box and signing box below, I certify that: o I have given true,accurate, and complete information on this form; o I agree that submission of this form is a"transaction"subject to Chapter 66,Article 40 of the NC General Statutes(the "Uniform Electronic Transactions Act") o I agree to conduct this transaction by electronic means pursuant to Chapter 66,Article 40 of the NC General Statutes (the"Uniform Electronic Transactions Act"); o I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature;AND o I intend to electronically sign and submit the online form." Signature: Lr(r L7 4Aaee 6- fm-pre e. Submittal Date: Is filled in autocratically. STxiT@ (, Mam ,, STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER J.ERIC BOYETTE GOVERNOR SECRETARY August 31,2020 U.S. Army Corps of Engineers Raleigh Regulatory Field Office 3331 Heritage Trade Drive, Suite 105 Wake Forest,NC 27587 Attn: Mr. Eric Alsmeyer NCDOT Coordinator Subject: Revised Modification Request for Section 404 Individual Permit, Section 401 Water Quality Certification and Neuse Riparian Buffer Authorization for Interstate 40 Widening and Improvements from I-440/US 64 (Exit 301) to just north of SR 1525 (Cornwallis Road), including improvements to NC 42 and SR 1010 (Cleveland Road) in Wake and Johnston Counties, Federal Aid Project No. IMNHF-040-4(139)301; TIP Numbers I-5111 and I-4739, Division 5. Debit$570 from WBS Element 42346.3.1. Dear Mr. Alsmeyer: As you are aware, the North Carolina Department of Transportation (NCDOT) applied for permits for the subject project on May 7, 2019 and a modification on both December 20, 2019 and May 28, 2020. The Corps of Engineers issued the Section 404 permit for the project on September 6, 2019 and modifications on February 11 and June 11, 2020, respectively. The North Carolina Division of Water Resources issued the 401 Water Quality Certification for the project on July 10,2019 (NCDWR Project No. 20190593) and modifications on January 22 and June 3, 2020, respectively. This current correspondence replaces our July 24, 2020 request with updated information regarding modifications to Site 44 and 17. Site 44 A field revision is being requested at Site 44. Currently, stream SEQ is piped from the east side of I-40 to the west side, travels along the west side of I-40 for approximately 80 feet, then is piped back to the east side. The original design kept this drainage pattern by boring a new 54" steel pipe to the west side of I-40 and then extending the existing 60"pipe to convey SEQ back to the east side. The new design proposes to install a 54"pipe along the east side of I-40 that outlets to the same 60"pipe,thus eliminating the need to bore a new 54" steel pipe. The 60"pipe will still be extended to convey any drainage from the west side to the east as well as to act as an equalization pipe. For construction sequencing, stream SEQ be placed in the relocation channel,as currently authorized,for approximately 3 months. However, this will be a temporary diversion and shown as temporary excavation in wetlands on Permit Drawing Sheet 124. Once the 54"pipe is installed along the east side of I-40, this channel will be backfilled to preexisting elevations,vegetated, and restored as a wetland. MAILING ADDRESS: NC DEPARTMENT OF TRANSPORTATION TELEPHONE: 919-707-6000 LOCATION: ENVIRONMENTAL ANALYSIS UNIT FAX: 919-212-5785 CENTURY CENTER,BUILDING A 1598 MAIL SERVICE CENTER 1000 BIRCH RIDGE DRIVE RALEIGH NC 27699-1598 WEBSITE: NCDOT.GOV RALEIGH NC,27610-4328 This modification will result in the following: • 0.043 ac of permanent wetland excavation becoming temporary • +765 ft2 of impacts to Buffer Zone 2 through abandoning the channel When recalculating the impacts for Site 44, it became apparent that the wetland impacts had been inadvertently under reported in the initial application. These numbers have been corrected on the attached revised impact summary sheets. Permanent wetland fill increases by 0.04 acre to 0.78 acre total. Temporary wetland increases by 0.03 acre to 0.17 acre total. A cross-section of Site 44(Permit Drawing 93A)is also included as that had been omitted from the initial permit application. Attached are the following revised permit drawings depicting the affected area, all of which have a revision date in either July or August 2020: • Permit Drawing 91: plansheet 42 without contours • Permit Drawing 92: plansheet 42 with contours • Permit Drawing 93: 60"RCP detail sheet • Permit Drawing 93A: cross-section of Site 44 • Permit Drawing 7: ditch detail sheet • Buffer Drawing 34: buffer plansheet 42 • Permit Drawing 124: summary table • Permit Drawing 125: summary table • Buffer Drawing 51: buffer summary table • Buffer Drawing 52: wetlands in buffer impact summary table Site 17 During a recent review, it was noted that the swale running along -Y5RPA-21+00-23+00 LT (near Site 17 in the permit drawing detail B) was closer to the ramp than depicted in the permit drawings. As a result, it is funneling water behind the new 60" RCP headwall as opposed to beyond it and causing erosion. It was determined that the least invasive solution would be to install an open-ended pipe to receive the flow and discharge to Stream SOE. An elbow will be installed at the base of the slope to direct the flow towards the channel. This will prevent flow in Stream SEO from entering the proposed pipe during higher flow events. Based on the drainage area,a 15"CSP is required. Installing the 15" CSP will not result in additional surface water impacts since this section of the SEO channel was being riprapped and considered fully impacted. However, this modification does increase buffer impacts: • +606 ft2 Buffer Zone 1 impacts • + 1,165 ft2 Buffer Zone 2 impacts Attached are revised permit drawings depicting the affected area, all of which have a revision date of either 8/3/2020 or 8/11/2020: • Permit Drawing 35: plansheet 22 without contours • Permit Drawing 36: plansheet 22 with contours • Buffer Drawing 18: buffer plansheet 22 • Buffer Drawing 47: buffer summary table • Buffer Drawing 51: buffer summary table Compensatory Mitigation NCDOT will request additional riparian buffer mitigation from the N.C. Division of Mitigation Services if necessary. REGULATORY APPROVALS Section 404: NCDOT requests modification to the USACE Individual 404 Permit for the project as required for the above described activities. Section 401: We are also requesting modification of the Section 401 Individual Water Quality Certification and Neuse Riparian Buffer Authorization from NCDWR. We are providing this request to NCDWR, for their approval. Authorization to debit the$570.00 Permit Application Fee from TIP No. I- 5111/I-4739/WBS 42346.3.1 is hereby given. A copy of the permit modification request and its distribution list will be posted at https://xfer.services.ncdot.gov/pdea/PermApp s/. If you have any questions or need additional information, please contact Gordon Cashin at gcashin@ncdot.gov or 919-707-6107. Sincerely, DocuSigned by: M,tek C. R:.vu.Gtk 111 AAAD1248B309416... for Philip S. Harris,III,P.E., C.P.M. Environment Analysis Unit Head Revised 8/31 /2020 PROJECT REFERENCE NO. SHEET NO. 1-5111/1-4739 2D-6 ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER DETAIL AR DETAIL AS DETAIL AT STANDARD BASE DITCH SPECIAL LATERAL'V'DITCH STANDARD BASE DITCH (Not to Scale) (Not to Scale) (Not to Scale) Natural Natural Ground ?•7 S"' Ground Natural Natural Ground ?. d D Natural 3, 1 A.A ag< Fill 1� Ground Geotextile g Min.D=2.25 Ft. Ground F7 e D F♦or Slope Min.D= SEE BELOW Max.d=2.25 Ft. B= SEE BELOW When B is<6_0' B=5.0 Ff. Std.No.876.01 Min.D= 1.0 Ft. -L-STA.429+48 RT,L=250',S=0.3% DOCUMENT NOT CONSIDERED FINAL Type of Liner= CL I Rip-Rap BEG.EL=273.50',END EL=272.80' UNLESS ALL SIGNATURES COMPLETED -L-STA.447+93 RT,L=34,5=2.1% -L-STA.454+50 TO STA.455+77 RT D=2.5',B=3.0' BEG.EL=257.30';END EL=256.60' -Y5LPB-STA.13+82.47 TO STA.17+50 RT PERMIT DRAWING SHEET 7 OF 125 REVISED 08/11/2020 DETAIL AU DETAIL AV DETAIL AW DETAIL AX DETAIL AZ SPECIAL CUT BASE SWALE LATERAL BASE DITCH BERM BASE DITCH LATERAL BASE DITCH LATERAL'V' DITCH (Not to Scale) (Not to Scale) (Not to Scale) (Not to Scale) (No}}o Scale) Natural •3.) o< Front Natural I f- Natural ♦ RDWY Natural F4q OR \O�� b Ground or A.1 et Ditch Ground 7 1„fit_ Fill y 9'• Ground F,q '� 1�.}. Fill •i' ♦ b Ground 3. �' C 6 Natuml 1 Fill Fyah`e D F♦a� Slope d I D 'S; Slope d •y�►rrEy�D�� d( '� D F '', Slope Ground ..y D ,j.� 1')t't. Slope Min.D=1.0 Ft. GEOTEXTILE Min.D=1.0 Ft. _Rom. GEOTEXTILE '� GEOTEXTILE�� Min.D=SEE BELOW iti Min.D= 1.0 Ft. Max.d=1.0 Ft. Min.D= 2.25 FT. 6=5.0 Ft. B=4.0 Ft. Max.d= 1.0 Ft. Max.d= 2.25 Ft. 'When B is< 6.0' B= 4.0 Ft. B=4.0 Ft. "When B is< 6.0' B= 4.0 Ft. -L-STA.237+00 TO STA.241+50 LT b= 5.0 Ft. b=5.0 Ft. 6= 5.0 Ft. Y2-STA.55+75 TO STA.57+50 LT,D=1.0' -Y2LPD-STA.16+20 TO STA.18+81 RT,D=1.0' -L-STA.229+50 TO STA.231+50 LT,CL B -L-STA.122+50 TO STA.126+50 LT -L-STA.231+00 TO STA.231+75 RT,CL I -Y2RPD-STA.24+43 TO STA.25+27 LT,D=2.25' -L-STA.231+75 TO STA.233+00 RT,CL I -L-STA.234+50 TO STA.238+00 RT -L-STA.233+00 TO STA.234+00 RT,CL B -SR1-STA.10+70 TO STA.12+50 LT,D=1.0' -L-STA.234+00 TO STA.235+00 RT,CL B -LCDWB-STA.99+23.62 TO STA.103+26.82 LT,CL -L-STA.235+50 TO STA.237+00 LT,CL B -Y2RPA-STA.22+75 TO STA.23+40 LT,CL I -L-STA.243+00 TO STA.245+50 LT,CL B -L-STA.263+00 TO STA.269+00 LT,CL B -L-STA.263+50 TO STA.265+00 RT,CL B -L-STA.274+50 TO STA.275+00 RT,CL B DETAIL BA DETAIL BB DETAIL BC DETAIL BD DETAIL BE RIP RAP AT EMBANKMENT PIPE OUTLET CHANNEL STABILIZATION PIPE OUTLET CHANNEL STABILIZATION STANDARD BASE DITCH CONCRETE DITCH (Not to Scale) Not scale) Nam scale) BEHIND WALL (Not to Scale) Natural Bed (Not to Scale) ♦TCS 10'min. Elevation Natural Natural BOND J�� ' - \M,Nz. --v�Qrotu�d awral Noon Ground 3 y T 9A SOUND BREAKER Ditch '+' r '�o� Group Ground D Ground WALL BREAKER Grade 1.0'min. r T=15" (CL I) o'tt. , T=15"(CL B dt Li 8,12" (CL B) K _ erg T=12"(CL el D B 1 ti� NATURAL T=15"(CL I) Geotextile B Min.D=1.0 Fr. GROUND T=12"(CL B) Max.d=1.0 FT. GEOTEXTILE GeotexBle CHANNEL BED Channel Bed (Variable) (Variable) "When B is< 6.0' B=4.0 Fr. D= 1.0' C Type of Liner= SEE BELOW Length= SEE BELOW q" Length= SEE BELOW Type of Liner- CL I or B Rip-Rap-Keyed-In(SEE BELOW) Type of Liner= CL B Rip-Rap B 1.0' -L-STA.257+25 RT,CL I RIPRAP Type of Liner= CL I or B Rip-Rap-Keyed-In(SEE BELOW) -L-STA.245+56 RT,L=20',CL I RIPRAP -Y1-STA.30+05 LT,L=50',S=1.6% -L-STA.259+50 TO STA.271+00 RT -L-STA.272+82 RT,CL B RIPRAP -L-STA.169+12 LT,L=5',CL B RIPRAP -L-STA.290+70 LT,L=35',CL I RIPRAP BEG.EL=315.80,END EL=315.00 -L-STA.276+00 TO STA.280+00 RT O -L-STA.272+87 RT,CL B RIPRAP -L-STA.172+65 LT,L=8',CL B RIPRAP -L-STA.111+82 LT,L=16',CL I RIPRAP -Y1RPD-STA.23+00 TO STA.23+31 LT,S=7.2% -L-STA.347+50 TO STA.366+50 RT -L-STA.273+27 RT,CL B RIPRAP -L-STA.176+20 LT,L=36',CL I RIPRAP -L-STA.121+50 RT,L=20',CL B RIPRAP BEG.EL= 302.27,END ELEV=300.0 -L-STA.250+00 TO STA.251+00 RT p -L-STA.274+95 LT,CL B RIPRAP -L-STA.284+50 LT,L=5',CL I RIPRAP -L-STA.124+36 RT,L=30',CL I RIPRAP -Y1RPD-STA.23+31 TO STA.23+96 LT,S=9.2% -L-STA.256+50 TO STA.262+00 RT _c -L-STA.322+48 LT,CL B RIPRAP -L-STA.396+41 LT,L=45',CL I RIPRAP -L-STA.126+90 RT,L=30',CL I RIPRAP BEG.ELEV=300.00,END ELEV=305.96 I) -L-STA.322+88 LT,CL B RIPRAP -L-STA.369+00 LT,L=5',CL B RIPRAP -L-STA.275+43 LT,L=25',CL I RIPRAP +' -L-STA.323+13 RT,CL I RIPRAP O -L-STA.386+30 RT,CL I RIPRAP -L-STA.381+90 RT,L-5',CL B RIPRAP -L-STA.395+82 RT,CL I RIPRAP -L-STA.416+93 LT,L=10',CL B RIPRAP -L-STA.447+84 LT,L=64',CL I RIPRAP m -L-STA.405+84 RT,CL I RIPRAP -L-STA.461+38 RT,L=30',CL I RIPRAP DETAIL BJ DETAIL BU 3 -L-STA.406+05 RT,CL B RIPRAP -L-STA.144+04 LT,L=40',CL I RIPRAP -o -L-STA.447+72 LT,CL I RIPRAP -L-STA.168+43 LT,L=45',CL I RIPRAP TOE PROTECTION BANK STABILIZATION D' -L-STA.447+93 LT,CL I RIPRAPNot to Scale (Not to Scale) -L-STA.174+80 RT,CL B RIPRAP -L-STA.101+3 LT,L=55'CL I RIPRAP I I -L-STA.205+30 RT,L=55',CL I RIPRAP 1.5:1 or Flatter m -L-STA.210+62 RT,CL I RIPRAP -L-STA.233+34 LT,L=45',CL I RIPRAP RETAINING -L-STA.215+34 LT,CL I RIPRAP Haw -L-STA.215+52 LT,CL I RIPRAP -L-STA.234+09 LT,L=40',CL I RIPRAP WALL N -L-STA.247+67 LT,L=50',CL I RIPRAP Ground b G'°°° 2' -L-STA.247+67 LT,CL I RIPRAP -L-STA.270+61 LT,L=33',CL I RIPRAP _ -L-STA.270+63 LT,CL I RIPRAP ply-- Id CLASS II RIPRAP d=2.0 Ft. GEOTEXTILE in b=2.0 Ft. Geotextile 7 U Type of Liner= CL II Rip-Rap i -L-STA.105+80 TO STA.111+00 LT -L-STA.103+95,Length=225' v) -L-STA.104+40,Length=250' c, DETAIL BF =o DETAIL BG DETAIL BH f 3 FALSE SUMP - . FALSE SUMP FALSE SUMP rn (Not to scale) c� (Not to Scale) (Not to Scale) • DETAIL BW 0 , Median Ditch , Outside Ditch DETAIL BV SPECIAL LATERAL'V'DITCH 7 Traffic Flow (Nor to style) Outside Ditch �2,0'� ►2'H ► Zg.: 0.7 2,� HAZARDOUS SPILL BASIN Traffic Flow ♦0•� 20:) TOTAL CAPACITY REQUIRED:Cl C N GI - (See Chart Below) ► GI TOTAL CAPACITY.0'F FREEBOARD C2 of E �-S- etc. f S F,' a. + *♦a oc Slope Natural ♦ Fill E e�c• �-S- etc. MIN EL2 Groans 7 o '"`or - YBRPA-STA.23+00 RT orye D L S=Ditch Slope fb Proposed Ditch S=Ditch Slope C Proposed Ditch Slope ,S- C1=17780cf S=Ditch Ditch u'. Dl '. > Ditch Grade L Ditch Grade L C2=18036cf C 0.0% To 2.0% 20' Over 4.0% To 6.0% _ 40' EL1=251.0' Min.D= 1.0 Ft. LLi Over 2.0% To 4.0% 30' Over 6.0% 50' } EL2=255.0' co \ / D1=3.0' -Y1RPB TEMP-STA.12+50 TO STA.13+28.76 RT I- ' - s1 L1=96.0' SLUICE GATE ELl 1 B2 81=12.0 LLJ CC wt1DWL Bl _ Rif 0_ / \ �- SBZ 0 30� Ri di o P:(919)878-9560 H- Ll -.1 8601 Six Forks Road,Forum 1,Suite 700 D Raleigh,North Carolina 27615-3960 o L2 NC License No.F-0112 ON-n-' I Engineers I Construction Managers I Planners I Scientists -_7 www.rkk.com m0-0 Responsive People I Creative Solutions /� Revised 8/31 /9090 o, '•rATCHI' OO Keg, 'l; D PROJECT REFERENCE NO. SHEET NO. 5/ll/l 4739 22 co SP. DET. HW 'YSSEE SS A, 62G ��b� • 'BDlip/ SEE 00 SEE AIL OUTLET / /�/ ROADWAY DESIGN HYDRAULICS �� E ; I. DETAIL-Y5RPA- q0 ENGINEER ENGINEER 5 csP •., ET 61 � CD STA.21+9BAnal \8 2 BOWS ..) i " %v�'��%;*'' ,�QP�S�� -.V.\ \ \ ‘,,... i SOE r. SITE 17 +/ \ ► \\ �` STANDARD V DITCH i� s/��iP�ga ,� `,• 1 W/CL I RIP RAP 'it� 1 4 4,• *gar egireAre , \ \ '\ AI SEE DETAIL P PERGO INC. At0/�L�� Ii#i/ II II V o � ' • �' � X � DOCUMENT NOT CONSIDERED FINAL 41,,//f��jl � I �'POq ry+ �1� I UNLESS ALL SIGNATURES COMPLETED v%'�°l��li �,/�� I IlV I I 7 �,/ �I !I �� D SP.DET.C\ \ ` illril II 141 /Ii�-�/',�� '�,+/� # / I I 2GIA WSS \ ` 7\ F\\ �. ,�% i,� SPECIAL CUT DITCH ei iff Aill ' ,�j�,Ij�,i,/'��/ / SEE DETAIL B \\��\� / '�G •;♦ N N ��\� 414# '�'� 1 / ,1/e/ il \ \ SSA %rti,\\ CIAL CUT$WALE W/HINGE �tAlir �, +�/i�i� ,/� ,I 11 ` \ \'7 �// ''��, I q \ SEE DETAIL G ` ,P*.- -,AI li �7/� 'f A. $EE C500 INLET �I� f/- DETAIL-Y5RPA- F N „ ---, I 4\\\ �' '/441%, ��` ''�'� II SEE INSET C �� \\ _ °PIP (P41 /,y ser �' Y' • II II SP.DET.H / \� \\\\\ \ CNN SO . ERAL V SWALE 15" SP r� NN ` ;" 71 2 Bows �2::,4;41-1. / -. _ \\\ \ ,6:‘,,,,,,,,,,„ \ v� !�j3 / (-- EE DETAIL AN INSET C - SPECIAL SEE.ETAIDBCH / , �~ .. ......„.0 /// \\ f\\ so 9 \ F z TONS cL B RIPRAP • C v v A\ \V 'Raw MnN �C / i W/7 SV GEOTEXTILE ,,�f /0. / SITE T E 1 7 \\\\�\\�\ \ \ \ >� ^�, / / 'ECIAL CUT DITCH \ \ \\ \ ^ �/ / / / LATERAL VDITCH /� ,E DETAIL B / ( / W/CLB RIPRAP / �/ \\ \ \� C SEE DETAIL AB ', n n SEE CTAIL OUTLET �\ v V • ,I F� ♦/ DETAIL-L2- \� \\ �W'4 STA.zn9+oe v vAV AV Get �,. N \\\ \\ Z IIIIiLTcTIL1I ! A S - SPECIAL CUT SWALE � ��\ ' y LLJ / / \-,SO —c __ C SEE DETAIL E �\ \\ nw I \F 2GIB �i\ e•, oan N \�j_/ �/ CAT-1 TMP�:B_7III I,I 6-77 • 2GIB-WSFAim' ' ' GREU Illahlik350 TL-3`. ' >Wwk �W — \\\ 4,._. �� W /�PF / /C \ PROP�� 1 > 1 RCP_III DI CONY T N= -y4K /' 10 J114MH PrCONO lilt 10'GONG IdCONC ACc. _1 0 IIMIMI I-40 BL '� EOT �Pq M REMOVE DI 1/11 _ __ M 245-1-0 TB 20I. . _ -- -- Eor LLJ +N Nr B Rc r—n — C ��O i..,i��:: 1iaZ COP —25 T UO I z•0 H N — s; a,, lI/• '7 ////1�1, = - _ z — .� - Kt, ndLL _ _ TB 2GIB_ST 1J LA LLI C • —L----_ , (c-F ,N !of IIYII C3 -EL- N 15"RCP-III- TB 2GIB-ST REMOVE DI--~ I N W Q_ TB 2GI6=5 - — —6 i�� >�_ 4Ir row POP —. U Q C/) N H— = H :w Ig o- Eor PLUG & I-Lu _c _ �— u I I-40 EBL 35'C : j _EDT FILL W/ Q a I I — __ a II -- OJT '4' ' -- --- -- -- 10'Car PLOWABLE I I W o 1 —_ — —r T—-�— W I — — N4 o -- �n"T"ur� co- —I N ci 3 — ,, h� A I v W o I� yy e 3 15"RCP-III s Z7 15"RCP-IB PROP.SBG 2GIB-WSF PROP.SBG �c 0 15"RCP-III 2GIB-WSF - — I L L L L l L i L 1 1 L 1 L L L -`- PROP.SOUND o- J 2GIB-WSF 1 n TYPE ;77 •P /I TYPE 77 0� ,U 2GIB" d 3 CAT 1 BARRIER WALL co = Um ;nglm .I / •� ,A WSF 0 .l. W W .�. NO.11 .� I II n M1 SP.DET ----- _ [W )• --ArZ_ ~ _ �• / — .1---0'�— Lug ` 41111111"- ,t < o.e ADrius.:j .• / ;t E �I►&Aist N .. _41. � x 0 .,n_ _--C� -. as ssW-- E 4 D1 .;1' ♦' / , , t / � � / O SPECIAL CUT SWALE m S w LATERAL 4'BASE$WALE WHINGE 7-1 SITE 16C /4 / . EE NLET SEE DETAIL U •R E NDIAN AMERICAN GARNER WHITE OA ,LLC SEE DETAIL G 3 'I / • ADDUS �� - D[/f IL-L2- B j LATERAL 4'BASE DITCH N Z Z8 1/38 SY GEOTEI LLE / / / / %' \ Ij// '/� ETA.249+09 4.W� F\ t. W/CL B RIPRAP o - H_20, / A 4,dpV �1<,. a7. \� 5_D { .,-. SPECIAL CUT EWAL�:T '. o �` & I Za (SEE DET d / �� o/.„.... 2 TONS CL B RIPRAP T N 7 ,\ Q /'/,/ W/7 SY GEOTE%TILE Nibr O o N / hi I • � l (n 2 ` v SPECIAL r'ALE / G l�,E/4' � /x _ �1G SEE DETAIL. PE ,;E P 0 / / �� DENOTES TEMPORARY liNi � "1 U , � / s, •p f /// FILL IN WETLAND CHANNEL CHANGE I _ \�• ="-' SZ Y.'♦• m , - \o Jo- �ATIO4 e, ��,t Vr��r DENOTES FILL IN co �W/CL I RIPRAP �f)♦ .>. ES N 1 �_ I x �F�EIDETAILV \ -s \• /� SITE 17 ��ir„ /•'�%v�� %�/1�/'IiA PERMIT DRAWING '� -.. I':�'n�� I V � 5 �� Y�Y I •4,�' n WETLAND HW �f,° I f 1 \ jl�Si i�i�•i�� 0/11:e.1110, ,. SHEET 35 OF 125 „K GR/FD l(;W it M } �I•�1��I �•II•I f, 3I��, 1 A „,•�„', ��/1, 1, i DENOTES IMPACTS IN _ �' ♦ • 7w A SURFACE WATER m 0 @�. �� t I� I I '1'. lll�y /+' SPECIAL CUT SWALE Q �j I '�I,' ../ ui E a �� J / f 1"I��1 • • i ♦ �/f m SEE DETAIL E C / Ilh�� '' I'0 I ♦ 'i fr 1�I ) ./,,/ E / „y, •�� '�►• •♦cI ►'/�,1 Ox Alai ��c , �,I �j'// MPAOCTSS INE SURFACE WATER 1. .'I ♦ _ I • I.I / r I� AIIOW • w SEE INSET A �' / /F // Iw .,�� :�•!. . `:�%.�' INSET co _ AI / �..�,* / tfi REVISED 0 8/0 42 0 2 0 0 „„„ / �: 4._ 20 25 \ 50�Z, / _ I(I( / ♦/ SOE ; 1 R/k-i) .'� `1 11 RK fC ,0211m I / // m C •p I G•// �/y i I SCALE FOR INSET P I919le789560 / .m B\ / I I Relelgh8601 %No hCaml Forks d,Forum lna 27615�396D Suite 700 ,1m, 6 4, cI / F� wFF ��l �� d 50 25 0 50 100 HcueenseNn_P-oltz o� ' ;� �� d �I/ L JInears ears T � ' " En Construction Managers Planners&enlists u I .rkkwm l �' // \Gp ti / // // I I / L SCALE `Responsive People!Creative Solutions Revised 8/31 /9_090 D cr PROJECT REFERENCE NO. SHEET NO. —YS MAT NLI NE 2 O� ^, ; i-5/l//1-4739 22 co SP. ET. HW fie. SEE STA. A J X u is ROADWAY DESIGN SHEET NO. HYDRAULICS 15BD 44 SEC/,, , i,SHEET6��+00 A�� 1, S, + O pLET, A/410� �� ENGINEER ENGINEER rr I/ 0 . a - I 6 `fir_ CD C� ' 17 , A. 1+9. / /�►,•�j•�'a�r , �V ` ��.�_ SITE 17 2 BOWS tv �� ,y4fr�ir 1 j, I Psi /v �a �,;is; II II m � �� \I STA .ARD CH ir ,,/ //':,�///� ��% �', I ` \ '�;� \\ �i SEELD TAIL PP INC. ��a�!6•yyyaay r� II m I I � . �� '� �. ! Bed /®%i*/ �.♦!i4 I� 11 _'�' ,' • • I DOCUMENT NOT CONSIDERED FINAL �� ,//��jl��• �. �I� II w + LES SIGNATURES COMPLETED• 0/r� , �� UN S ALL m � . 4... *. 2 I S *.\k\<<)_T;'' 1'` 4/4).':',/ N., /� as��✓/ ILA rT.I H di /�i::11,1:41:04 i-41% (r �♦ ILT. ` r '40 'e N New #,♦y� �a�,a%j II I CI CUT SWAL'W/HINGE As ;='sf�VA' 44 '�,�> yp.II I *0'41111111' SEE DETAIL G .p.-Alif //� /�`� 1 EE C500 IN \\ \\ \\\ - �� , �♦ DETAIL-YS - ,AF S E I S STA.21+9: aek ��\ _ `- '�./,J �� II II SP.e444 \ �� M y S O I4 ..;'•.�+I,`011' � �L. i// SWAL. J � ,E t \ Nr �� 'Cs,{�a 1 \ I /14 , .ETAIL AN BOWS �' \\ \\ �� \F , ` \ ws.,,,, PEc cur.Irc � �� ,_ ��V �� O E:.ET L B �, ;41,/ ,N _, N S ET C ��, .nNz.,.., R •r II ' 1 W7SSGL. 41 �� 6 / SITE 17 ��\�� M / // 1 TE• VD H WA s^ P.'/ . \ •Yte. // ( W/CL B RI'RAP ® �/ .. / , �\ VSEE ET -�kr A,/ ^ e : _ _r ��' i Ia1-7-, 1,, 1fug )� :TAIL III \� \\ /11 Wo I � / ;TA.2-. I \� \\ (�� I �� 1111111 ��,_'__,_s_s �. r1 SOE s sl o• • A� \\ Q / ii 4, 40 c _VI ��_ CAT-1 TYPE B�7 iil TYPE:, 2 „� 1 TL-3 33. �. W PROP.SBG if I •P. B -"�— rW RCP ICY) ,// C- Ailrour 111 CONVERT/ - _ _, �,= JBvsM1H 0II Ia CONC I ' �� YCONC aCO'' \". O --- -- ---- REMOVE DI,_ l�i.: -- —I-4o :L 23'coNCAL__lir a--- --- - EOr _— �,•' -I �M CV) 245+OS re za: .,.. I I -- — Eor Z +(V B"Kt.-III - —� — .e - - - I ;I I ri�rai_/ �"1Y1� EOP —25-4U0 _•O I— C _® ... I: 1 la Kt -III CABLE - - GIB-ST'�' J LL)W ---- !�' EMMNM,1 - L. 3P-III TB 2GIB-ST _-_ =N W EOP ° 4ET± &IIiIii 1-40 EBL3 t/l. _ 15"RCP-III m i it EY —17 B77 / II 7� �— :.-ia�111/Aril,II".___...,., _]- ::in EN I I I I 1%A I CAT1 :ARRI�ER U ._'.' li iiiiirr- --- '.c F �_/� /ran �"• -� - 'e W / en. rr C 01 '/' `�i �)-0 ' //I' rw4-411-6-4- .---L,1--0:4-V"11/4011111.14"-- allirillir / SPECIAL cur SWAL y"' ,�� lA '/L 4': SWALE - W/HD GE E 7-1 ■ WQF SITE 16C ,// p�' �� I I.LET SEE r WAIL SU E IND, AMERICAI GARNER ITE OA ,LLC SEE DETAIL G =_ 18. .. C y,p r DI 9+0 1 ei' F TERAL 4'BASE D •H 4{' �. yl� ' 4 WW W/CL B RIP'o Z 2g- / - �sT�TEXTI !,/k •$-- / / l lII ,� '/1I) a� • SP:CIAL CUT SWALE ._ C -- H�:� / LL//yyl /T,{/r Ili �� / 5 D,,.•A. SW/HI E�tY -• 0 mL , ��/ . W/77 SY C• OTE/RIILLEP I � � �9/ • a er PECIAL R- •11- . J i p/�1/ _ __ '� 7/ 49, .: L �. t �L I / i - F , -%�� d/��., DENOTES TEMPORARY e_= SEE DE A14�� r I PLU E f aCP I ,y� S, I /�27,� /// FILL IN WETLAND CHANNEL CHANGE y/�'+! N5"C m ` _ \ y r4� !�♦� P o W/CL IRIPRAP ES. 1� r �� r `%e•/�I ti/11410' rI¢♦ + ♦ 9� /1 N DENOTES FILL IN iyi►� r•; I � PERMIT DRAWING x DETAIL V h �s S / / J� SITE 17 I F- �� ♦ ♦ I' �� ♦♦1 ��1117/ I� �\ � //y WETLAND 60../ /� i / 1 / 1 ♦4r0�F1/i♦�♦'�i /d/Iiy �/e� SHEET 36 OF 125 - SEE „__ O 1.&°/ ,"Syi'C2 P /O1. , I �/ - �' � � n, ♦�Ir♦�'•�I♦'I' I♦��_•♦• I JI�E�� r �.// DENOTES IMPACTS IN / / - /j// SURFACE WATER m - ;401 • lci, r� �,♦ ♦♦� ♦ ♦'♦7s�3L '- /�1 �` DENOTES TEMPORARY E I a►• i- ',®'♦' I' y♦��I'♦ ��flri , 1 IMPACTS IN SURFACE WATER r. /,I i'�I/ N fit �`/ /1 I `JAAi��.s� �" . ',��1; AEI♦dmr- rZ.�a °`� ♦ �� REVISED 0 8/0 42 0 2 0 w EE I S'T Ai /F �' W/QV �'� a�� '��. "% ♦�,♦„� IS ■ w „ s',I �� s► i4? "; "44f/161r.d � '' .• mti, .�� IRiCfC�� i% �lC= or 1 ,150i Forks d Forum 1 Suite 700�f,lll 1' V2 M/_/ - r / �� rs ScienLi//// /// ��zc,F r / \ /// // % 1 1 1 1 1 1 S_� �wrnv-rkkwm p -Q O , Responsive People Creative Solutions Revised 8/31 /2020 o- PROJECT REFERENCE NO. SHEET NO. o- 25 0 25 50 PERMIT DRAWING /// DENOTES IMPACTS IN % �^ �_ SURFACE WATER �, �. NAD 83 /—5/////—4739 42 j 1 11 SHEET 91 OF 125 -!.fir' R/W SHEET NO. --- z�. SCALE FOR INSET /' DENOTES TEMPORARY �_�� :,4z��` �� ,� . 4a/� ROADWAY DESIGN HYDRAULICS IMPACTS IN SURFACE WATER -%# ` `�� -,�, ENGINEER ENGINEER 50 25 0 50 100 F� � ��!! "I /// DE WETLAND IN ��; ��.��.., C 411141 - al II SCALE .* .* .. . DENOTES MECHANIZED ,•�••� C CLEARING C . �i`. ti ,, cl � u ss�;rC� 6' \''.1\II 0i,<s O sir 0 s!• Off:0 &� U� DOCUMENT NOT CONSIDERED FINAL o J B UNLESS ALL SIGNATURES COMPLETED WEP(1 ) - . , SON-L N . h m J REVISED 08/11/2020 I Q10=1 0.0 cfs SEQ SITE 44 �� Q*),- - V10=1.99 ft/s JB w/Slab, Lid i e 40 POSITION RIPRAP TO MAINTAIN CHANNEL INSET A l 28 ' WIDTH AS WATER EXITS PIPE II 48 TONS CL I RIP RAP ,_..., W/90 SY GEOTEXTILE t 3 TONS C RIPRA' LENGTH=16' W/10 SY GE• XTILE (SEE DETAIL BC) SEE INSET A k er 10' WIDE BERM TOP ELEV.=228.0' ,� ' ' SEE DETAIL J 'B'.� HW BERM 4' BASE DITCH 4. ;., '�� o W/CL B RIPRAP " t•�,4 SEE DETAIL AW iD i ' -I `- �`�� t '-go '�w�� TOE PROTECTION - 4 BERM V DITCH el / .�i�i� TOE PROTECTION p _ - SEE DETAIL AK i 1 ��,,•��% �� o SE/E DETAILAO SE/E DETAILO4 r�ururrrrrurrrruuvruuu��//' _ 0 ,., • ati ,1 l=,ii '' r1rrrrrrrrr11rrrrrll//rrr�R/WrMONlrrr/ri.., Y aal$ `��/ •��I. l6, ni►ii�yi��r . 1111009961061,110� � -�• C \ _ ,-.6,!U��#0,014��€XISTING /�� / \Q '�GA JB w/MH ��ii� � �i�orn�r, r��e.rrrrrurrrrrorruruiiuirlrrrro��r'r'�.�rrrur4iiiiiiiiiiiirrnr r�� • �_ -_-- -_-__ ��► e l 1 / .�ri, rrnr 3000000 nrnr ■■rnrr■rrrnnrrrrr�rrrmn�ir�rrrrr�� „ _ - \\ F Lu • LATERAL SWALE ! �' �:�rr;r ii::::::!i��u,i� ii :.��■rrnirnnir S , -,c X x x )C • _ i LU SEE D • 'M t+. 1. r . . . . . . . . • NOT BURIED 10'X10' N ..SP -----FS--------- ,_ W/CL B R RIPRAP ':i ii r 15" \ r� R/�MOr� IT��: _ " r � '� • • CONC IT °- SEE DETAIL IP?. JB w/Slab Lid . . po �► Z ��, ' HW/ a n • • 2GIB-WSS REU TL- 1 I cri' ')/, IL \ \ // w1 cn\ - - - -_a. --- ----— ' 6 IB-W `"_ T _ w //' ��cG SF /6.0 2GIB-WSFWWI _�\ _ — /�'� //cnty r CDILL --- --- -\\- - ---- --- ---- --- ---- - --- ---- --- ---- --- ---- --- -- ---- -j/ PLUS& _ � - --- ---- -- - „ O //• —I O - _ - -- -:-- // _ -� / - _ - — f i(� go\ \6 INTERSTATE 40 WBL 24'CONC ,/, �nll � // iILL \ \8. — / —II I - = DI - I/ r--_1 - r _ �- r 15'1ll RCP-III Z\\\\ /// REMOVE II TB SST /� ,� — r--=r _ — — N r TB 2GIB-ST oc\ _ __ — _ — _ _ _ B-ST _ _ - . _- ■ --- '— -°,-- _ _ --air. 1� _�.!' - II -- ---- - _ --- -- -- -- -- - -- RCP III — - - — i � � - - w - \ \ .3 I`.J'" UI.U- W // + c /i/ TB 2GIB-ST I �� 15" - II c r— — Q REMOVE _ G _ _ ^,);'ice 15" RCP-III II N DI \ / 11I"IL— -/ 4 0 — G\� — �\• �• ' •s' Q III I // Lu -- I \ \ INTERSTATE 40 EBL 24'C(s�[ i/ J — — ��\`\ - J. ii 0 011 II V • - L Q <t\' 0 / -- - -0 71/\ \ \i111 (V --- ---- --- ---- - ---- --- --T-- ,, <, - ---- --- ---- --- ---- --- -- III OW \ g_c %), \ AIAI ///' Pi . . Q -•--—_ _ .. } �_� 1 i �,fw� , �- .. - 11 . z�� "1 � z 1 zl ,1 .,!►'1�• r w 3- >� "'�,•!�;' .wil'i �.3}=ty��y- %}tL�:zL -*k 'ma }. . . .f II // _� __ _ _1 po. -wwslip, ,. 1-,�I�j�II pa, z,,II}_ 7j —S z . ,�/sir 41. z� .�} �.--i—E- r ,i *.or--* �� z�o •1�� ,, . • 11 2 ___ __ rn 3 = '11•'y�'��}1'�;5��'i�' �� 1��,��'}�i i'•�==''�i �_I ��iz'�-}-�.��i 1}��z 1 ' ~.sif'}3 V H _-- s��1 z�'z z�� }�� z�� ,�� z� ��',�►►��' �� iz�s��,�� l� z�I z- > 3�� '-��f-y _ - . - - z z 1 }��1 �►� � �' 1'','T''' �''�' i3'' �'��'7y�7�~w�' �}y'� 7'�'' - - _ --- --------------F \� v v v v EXISTI Ff . Qiw MON • . � z�'}�� T � lz'� �/ }� �. �r, Is �� zipover /kw. - �,11 'yr �tl z�� .. }' _-- � (J � .r. �►� i��ii z,��1 i� i1�i �. • �� !r ��a • ,�,��il i zi zi �i zee ,� r;�� zi ��i � z,.�� i� �%_:i � � i, }��•�� •►. -447 , ► ,�f��yz�is!i% !,��y�Ti�i�f�' 4ii1 �i !��►�� _ = _ _ 2 . 15$ .� z , z ' �4 �. !� z r if } t. R/W MON R/W MON �N 6 �� ,� z z � z z �� ._I z .... �I� !' rl�z�I1.,�/�z!i�*� i — 4 EX (� ® �I mo,! z�,! z z�j1 I/��z�'� ' 3� -�� --�:_„__� ;�,�: _ 4;'„, ��' ��j��,�r�Ii y�l�j�� _, . .��!�:>�� i z� z,� M^.,.� rr- ' �i11 � }4 �'r ��li ,i Sze z� �>l z - / +60.00 �/ Ai,�liz_�� 1_%moo:Ii �i,krf� fAij 7.,� :4r �® eiR. zt.,�� Iy4/I� �� ' i0 4, •. ROW law ARMOR 2:1 SIDE �i�.�i�.' i ' �X.1E� � �% �` \ - ." F .�rw@:cif / F F \ / �, SLOPES W/CL II HW r:�Z<�J, 1\, = -,S� • /" ,. UP TO - 1 T. :J�CL��]h.i;..itB'_'�� Ts 1N c\fir... ^ T 'O 7 RY PIPE • �110,-,Airi� r,, _ B f i t�r•�' + CONSTRUCTION v �i a .�'ryi�ii � _ i6 TO BE PLUGGED & ��r�;� 18 TONS CL I RIPRAP SSEEI ET B 71 �e ""�� " '�� 1 E FILLED POST CONSTRUCTION W/38 SY GE=20' LE NS GLENN MILLER LENGTH=20' 3 re P• TEMPO' f��'s3'.SIC1 '�NEL \ \ ♦ WE0 (1 ) DB 4092 PG 374 , , / (SEE DETAIL BC) err1 FOR CON TI j , -A RIP P ON S LO CLARITY ' ' ✓. S re TO BE BAC \ /,/' Z SEP - -opis- rer\�re POST CONSTRU�T��1 - . o BZ 2J / V \ `ra N r l , \ / / L2377 Te \ \ CO / � WEO `2I \ / ^l N \ \r\ re - �I �* �oNoq p \ \ : ` . . v WE 66 PG 176 \` l- CBI — R� e66 b Lid ° .4"/ /V Tg Tg �� I' P\ SEC) eZ \ \ —1 - _ TB 41 7 re ��A tslr�� ZC 6 -->i \\ / /I �� TB TB TB• `l C71 \`$ b `l SP eI? F kFT \TB r O�N m —�'J�I W—L�V'—`Ir�'A—!`" / _...---- --___. -- -.. TWA?' Ry A r8re �I 1 --- TAIIMIAr__ -• ---- SITE 43 aNyS' 7 _ — ,AUffmgrAdrrAir &3 41 C 4- \ J �— ,l rB 4I al �__viptrAirp-w. __ . r v. I4Nrf A/ ,.. .. BZ �T r e_____------------- v 0 2 \ems_e B$ �� I i _ ; �s 4�7v-�—4?, .;; -- -‘rs \, 1...petwArra_Sri j GLENN MILLER worAdorAir &11Fir \ �� 1z DB 4092 PG 377 w • PB 66 PG 176 B2 2 ". � t: 0_ . ---') \ ->I rep . �=� RKsfdi (,-) • 7 / \ • �� -_ P:(919)878-9560 92 �'' 8601 Six Forks Road,Forum 1,Suite 700 o'i -A .I .j ->i 4' a Raleigh,North Carolina 27615-3960 c\i . • / --ejM re sv- • `� NC License No.F-0112 oN� BZ — \9 / 41 N °• ^ Engineers Construction Managers Planners Scientists N 7 . \ / ��N / www.rkk.com 09C'� F`\ Q N Responsive People I Creative Solutions Revised 8/31 /2020 cr �— PROJECT REFERENCE NO. SHEET NO. w��`�� _ _ N - l—5/ll/l—4739 42 25 0 25 50 DENOTES IMPACTS IN r` `� ' � • PERMIT DRAWING i �i�'�j, 'SURFACE WATERittitimiiiim._.milliiiiiiiiiiiiiiiiiiiiii SHEET 92 OF 125 / --- v- �t-ettitt�!� �'/ ir ♦ .r�•AI*.� �` RNd SHEET NO. SCALE FOR INSET DENOTES TEMPORARY �CO � 1m.��' --:. 1�� ROADWAY DESIGN HYDRAULICS iik `�� -4! ENGINEER ENGINEER IMPACTS IN SURFACE WATER -'�� "'" 50 25 0 50 100 •///C/ y DENOTES FILL IN � • •�♦ 1. • ail�, F WETLAND 1,` `♦�NA s hm SCALE . . * . DENOTES MECHANIZED - bill 1 1 4�..�,�.' • • . * CLEARING - N *V `" AIP* ‘‘.4i270.i\ ' CO v 'llib " -11-----Iir#47N11 e g. ,, fv‘ 5, \ it , Ai 2/Z --.. -j k°, i iIr 0 • • .. J B / DOCUMENT NOT CONSIDERED FINAL WEP(1 ) N<\ TTN mLEGNATURES COMPLETED P/ N23e SEQ] SITE 44illi J�� et irorp... ,, Si . .N ry�m e p , , ' mwti _TE. 250 \ \ N\st 9riski: ` E• ti 62 �•1 • oN ilt` si,E6' N �.- 10'WIDE B '+• ni `• , �;. `, TOP ELF.=' 1' • +1v v DETAIL J :ERM ' BALiR • Ir-).� �`2-��_-`� 4 230 270 CL B Y "�11�`+F'Oir�� ' SEE ► AI• r-r. •112 "' \ _ � DITCHI I P II I I.I I L � -' ��`• `►�' '• TO PRO • '=.` �� :�� ►i �-ti SEE DETAILAK/ � � ��'t '••,�•� TOPROTECTIO + Ate"-' 4r," 40 / ,• %ice W E D I TAI LW/C P � ��vr2 / • �i•.. 1 E DETAIL O v .�� .111r11/1U/jj1111rr/'i�rrlrlu/Ir11 . _ n�/ I� �� ` i • ♦♦'g0�%♦♦1I / //11// /LI r.�l/3EI�/IH/////�1■i,;, i�Iilk 1 \ �� _ pN -`/j/ .;,r�) ,.s •1 IIIIII,IIpIIII �♦wou mk ♦♦ ♦♦♦ ♦ --_- �' y�1'�/�,!' �'�l� as ►•ice./ , ' y. ///� _/III •n..-_., ■!/1�1��1 :!��!♦♦♦♦ / • � Tr / • . i, ewsli 11HI11Rt; ...u■! !u■1!!,rr1!II 411■/■►' u■633:j1: III/111lI.11 N' ( ,i 1•! '!/ \ I,yQ Irli►f, /III►y •• Ir/rrh�!i. /,//11111%111 11IIIIII 'LATERAL • ��. I�.+a _ n1� �� :.-rl /i■i■mee0.■1■J■r.r■,■■ri eeei: 0101:41 . ' �� ■ri►r ■nsogit■i// • .iirm'. i:!111111// • i" ri w au � �`ti'► �W \� 1 '�JI/Ill■..r //r,./.1.11, ...uiQll■■..._ I • - •I ITR� lllRy►W f �Ir1�1i T� NO BUIretirrIFr'XIO' .. m�ti 'I:•., W/C g .Ip�.jortra.saiiii F�»�ir� RM. �1 =r.�- . �� ,_a■ �� SE. DE IL11 � m � :1111110...„......„416tizaillii01000010Z2 ._scoorilkolli .0 . T _� 27 aA ift I 1 I I I II 1 -A I 1 1 lifA AWOL- 141 .1 • '1.1111111111at_ ____ .._ _- ---,"'-- -=--.. ....- 4. -_....=. 4mz.•-- --_-.. 11.-Ar -,m . .--wiimmlialli ...4 _P _1 .11- W -- bra,.. -- ...� .f. .: .,.L•i� '�._ �-� /Ei.o i••-� I ILI orkingam _ ........- _ — — ----7 -- .-----'' 111-u - ----1 e'c'i • v I ��•w ______.............00.0imimmimm......_ - 0yZ_ - .IT 09Z �' - I& Cs? W-Adl ~riMr40111 - - 9/8 4 -- CI> IIWr 0 ILL ; meimiwl7:1 --- miwww-AIMMWF inimmw-M1 --— IMM .--" IiitiV-- ' c:i L : ,i, INIMIMV NM. - iNIMIIIIWIMIIIIIIEW 1 , Q°\ \6 diMIMIMrr /NTERSTAT 40 WBL 24'CONC �_,� • ' 15'I RCP-III REMO - MelakitimmrwV.1 e, /1 , :2 ' — _ It- s — N �b _TB 2GIB-ST _ ila _DI __ _ i �-�• _�:�'._ ■� \` j �■1 M i.A •� —ram.` � • • —■ ■ � ■■�� ■ ■ ■� •■ _—• • �_ � ` —� • —•'%'—•_ I ■�.:� � � �� ■ ■ _— — ■ ■\ —■— =� ��■ ,� ==jm �_ 14 4- Q - w • — - — — — -- - ��,, i► /L'�� -- - / — — - ,�� I I i 11 R, / . REMO ^,;'/ -15" RCP-III - / ilalEti mg AMINIE - -.1 11 AC'/ w I 0 RSTATE 40 EBL 24'.Q�C - - 0-10 I C "111/1111116 0 �� uliiiiiiim �,rn N - - --- ---- - �- Ste- _ W • �0 = --. - . ze' ,��r•�JI•l i±e_i�ig_�Y_'�wr----: a_1� � V--iy,+i. i ��_jvm�iZ� --'.r�'�_' .t `„r_t✓='i-. y< �._ �r' �� -�'!• 7.4 , , i ZZ 'I� I .......� -/y1�-I��.....7 . � �'_ �L:�Ae�~•=i yl � -�.c._•,s�T� eles�..�_ir�3 ��-. �Z 24g �!► J 250 �- •±, .��-..�iY__I ��If� �,1-��./�oi��' i 11I__z.. 1�'sY� aN-V= -.L-1�� X=�-I i d/�•�-. I� iN �"� �- ��!'ia �I►ibzraI !rz� Aw I%� %ice- -ail �� S �IN•41 :� % -�� =% 3 = ,I/i�� -4/iz!I.��1/I: � ilr.>. �,3aiit._-_�r ��rile i w,..Am�,!�� M�r.,z�� i%�! .�_awe�.��,1.m 1 �tief� I I�.aimari i /� .ham�tt� ' �.--w i7s i 1�--� - r �_=3wf1.:1—fAH �Lim �� s1agfat i z�r •� z� . . t�' -- 'Igor U _� �I�z�11�. ��z��I�zI .► �Ii Y Al♦ l-�t��i � IIIsi� �. ��} �,�. 1�-� -I �yS�, --- U , •r��.%z�iniv ��.�� t� 1,v -,.__iiA�,EiJt��l! �. Icy� A I..��1�I W=gaz1.4r� �z � -- _ — /+ z�� I/z�/- �*! . 1..his! 1'r�i��' a: � �z�.i ��__�iil�f.0,-�..i,_.w / - i .fitirite- tzw o��izlJ' to �IIii�_.iI•i�/-��.Is % ��ai�•.,�-,1 ��,-I '4•I'.�� rial - - -6sv. I'�II> ��1�-/� I�� z}�I%��1�� i� %trv?�4 /��r �IY��•�i�� i�—sr. ►s_ _Ifliz��.rlfl�� • . ! EXIS I Ff/= I ,..iz._I I/ �� ,�I�s•I.'�� z_I �!■ /�sia �� -ZIP �_. _ ! `v i��1�/, I}�ZACAV E ►•�1_�ioyam- ,. �,� 11 �Zer11I- �ar ti� . /'..z .- �.� � � .� u.• - .�� .�I-WOAV! rreari-i• irf it yran s�Y."r if i rghram}!!-'��/�Y..lI �lMATOWi I�� A.l�J� � • - R/W M N`��'_-�� ._z_, ._ �..� ...� ..�., � •. ITE 4 . R,WM o �� .��- -_ !iz��ls�.�_�,� � r �i��_ -sue �-r. L9��,z� �: _��' #�i�� y., �- .zi%�� .}�•s S i .l�r�'_��`�r��_-'z��I��y-l�� ,�� ri��s� ��'�_��'"�t,=��%`I� �"�� ( ,,- +61 ,• Wr�y!,�� }� �� z l,� z� ''z�.z��r�`I� �/ �� . �.' ��.1r�i iI�lI� �d'i—y /�,' `� y�� I - ,/_ } ♦ � z� zI _ 3. �� 1 .3 ,f�_`io --� „��_ - �- lam' zI o T --il �,4 . \ ,04,4 4 �7„-vinIi`-h �ti�`�' j h M,„7- � 1f w. .�■�irmlaFi��ii/� f._ .'s'-_} S.�}�sL;- � . i L _ '•0 411,, •Pb- Ex+.6W/de•WIirlt l+��i�r�iARMOR 2:1 SIDE �SLOPES W/CL IIi�II: � 1�,:fr-.1.4r1:641.17:3_4," _„,_t_mir—=--:- mJ11(0000°,1/ ' ,,7•,:r" ,„..,- U P TO ‘. co ��►f•++`e n .-J�:�.�J]h,L�'(J` �� i1411��1— 4ys.•f�•;. ;Mk 16,_ i��I� /� , C re— TB — s �� j TO BE Yi�i .*6 • . • RIP ILE ►.v i � ;�� !►.�-'�'•,� FILLED POST • Ito '+, INS ET B tl. 1 _ �.► li� • BIIIIMILB 409'MILLER GL3R4 igne (SEE DETAI 26C) i _ TEMPO' •f� I SI 1 ��`��r- ` WEO (1 .E _ _ El. .ol_ _ y Ira_a�,� c0 _440, .i;, t,�"'`, ` FOR CON \ TI , ->I 41 \ NIL_ �� 1,• 1I1JZa':5__.�_ -�_ _�..�Ir i ..��mm 22QJ le p ��--- , re P\CONSTRU�T� 1 S E P i i,i,1 1 1 .m 1 1 1,i,1 1 i 1 1 i.i. ��- r , —----I"I'7 18'1 II I a 4 la 4 r souW E0 (2 ) --...„,\.„,, 11 LF BZN 2 �->I �q�Os ...i 1%1 ''11•ri.t��"1111"k I I"I''•� cry 0 , WEN 09 P 3 >e rem �ogRr az ' 4.11,71V1r ‘ cp SE0141111111141%1114. e41 re �9,«-�„�� z� b 4\—: - 6 .1 411101r TB vI�T: TB N !1011VA dilli".404k7'_ __4.4.141.„„,.._ 3 -OZZ m S B� re z I Vier SITE 4 3 •N UN�gR a -. -), ->, 141 41 a _' VIP - _ ;If or ------- . . /�/ .� C - _a �- yTe ••. _ B i TB TB 41 +I 4141 41 �l �i��/�' s id" � �� - \--_____ C �� ,, _ F \ J _ -:� Tee � � � + � �'�_ N BZ 2 �Te re v _ �— • . 1,/ t"I'r.w4t.„2*..Azzo--4--_ __-4.4E-.---------,.7.4- ArAly >" \ . . / Li .-ilk, A , I , ,, •. -. . w� :14p,,,......„.0.1\-...‘\,\ _>, _,, obt,;\ cr) „ , , , . , liSlitillw NrAir.vorrAr-,,.. ..arAfrirr, --a.,,Sit-i ,.....„, „, <,, , 41,:„.fr - _.i. .,;...ti 11511"1 0,4 _ Iv AL. nide •', P6 6el 6 PG 176 T w Willr RKqefl\ 11 L P:(919)878 9560 o ? 4 �.>Z 62 7\ \ \� 41. 41 41 41 -1 - �� 8601 Six Forks Road,Forum 1,Suite 700 41 41 -7i1 Raleigh,North Carolina 27615 3960 c� + �87M lei 4 NC License No.F-0112 �� mtiti BZ 0 � \�i� / \ - -41 _ e,M. �I - - co �� Q Engineers 1 Construction Managers I Planners I Scientists N - CO °' www.rkk.com .. a) �� _ 1 _ / ,_� ��2 ditW I Responsive People 1 Creative Solutions Revised /31 /2020 I7, PROJECT REFERENCE NO. SHEET NO. 4 /-5/////-4739 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER `7Ni S E 44 L3 112 + 45 A FVS DOCUMENT OT CONSID COMPLEAL TED IT DRAWING 245 ■■ —L3— STA.112 45 T.93 0 125 245 —51(FW-7 R 020 240 240 235 —I—� — ::: 230 ` I• 1 \ s) 225 / \ 225 / - / I / N 220 i \\ 220 / 1 / \ 215 // 215 / \ / 210 // \ \ � / EXISTING 210 / \ GROUND 205 j 205 Ir / w 1 \ n .0' CS 200 / or . (NOT BUR —_ _--_ 200 X 60" RCP—IV „ / 60"' RCP (EQUILIZE J ---- --- w (� El' BURIED fi.2'Q ilia rTR} ----- ----�'t / OUTLET BURIED ---- µ / LJ 195 ELEVATION—193.4' NN 1/� j NNr —PROPOSE 195 _� �—\ /II — --- 9 ELEVATION 99.1' co 190 _ ,— S=0.0% — ___ / S=0.6°ID 190 In PROPOSED PIPE-— / / ELEVATION=192.17' / U 185 JUNCTION BOX 185 JUNCTION BOX W✓SIAB 00 180 W/SLAB LIB I I 180 - RETAIN P EQ UILIZ $ PIPE 175 ngt = I 175 0 E c 0 L w PLANS PREPARED EY E u, 5 NE - RUMMEL,KLEPPFFS A KAHI I I• o 900 RIDGEFIELD:DRIVE SUITE 35C o RACE.,H,NORTH CAKt/LINA e760Y-eco0 ,)' ., - _ ENSE NO.F-0112 • (919)87E-95o0 4, 300 250 200 150 100 50 0 50 100 150 200 250 coIr-c - • : I I 1 II 0 10 20 PROD.R1EFERE1/ —NCE NO. SHEETX—N1O. - . , :a I I .3 .I : .. /Ii � / . 11 111 .11 .11 J :.J o 1 1 hioTllitbki III/if11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 1■ '-'�'1 II�I�G,_■-��=.■i■ran■■i- - —""'i�""''•■■=��,- +____�_�==�=91111 �'1, ' ''' IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIi3i1l i111111111111�1:1I11111111111111111111111111111�7Ei1Ei1111111111111111111lIIIIIIIIIIIi�1�1111111i111�1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111i1�111 ■:::::.::::::::::::::::�•••••••••••••••• °°° - .=1:illlllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllii61111111i1111111:EN11 ERR' 11111111111111111111111111111111111111111111111111111111111111111111111111111111:IG .,, 111[M111111111114/ �� 11�IIIIIIIII.IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiII 111111111111111 ' 1 i i ' 1111'��'i"Ii 1 1 1 fill 1111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIE7��l�1!11!!laliii!!!!!1!?� G111111111ii1�17I ��Iiii1111119EI IIIIIIIIIIIIIIIIIIIIIIIIII11 11111 :::::::::!Fl!!: 1IIIIIIIIIIIIIIIIIIIIIIIIIIE!IIII111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111:1i■ii■■■■■■■■■�7�■■■■■II1111111111111IIIIIIIIIDi751lIIIIIIIIlili111i'ICI:l:iiiiiii■.!■■■■■iirallllllllllll ?rr: .!!r iuIIIIIIIIIIIIIIIIIIIIIII ■■■ ■■■■■■■■■■■■■■■■■■■■■■■■�■�■■■�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIi1�Jii111111111111lii1111111111111111111111111111111111ii111i111111111111111111111111111111111111i911111111:if111PI R Ir k�G I1111111111111111111111111 1111111111111111111111111111&i ill! Pi . IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111111111ii11111111111111:I!I1:!I:Illiiiil HIIIIIIIIi 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111I-'''''��II - -- llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllliiillllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllli` I I IIIIIII IyI111111111111111""Inill111111001100011011111111111111111111111 IIII ��_. : _ I11 III�' /g° Illllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllu .! 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 hIIIIIIIIIIhI'!�IIIli 1 � 2.- III�i��111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111� _1____-�..1:, .■ i1GfilI111111i11 11IE131[IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII,■I■■■■■nllllll11111111 •,.. ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: 230 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111111111111111111111111111111111111111111 ll11111iii1111111.1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 ''^ 920 ■ .l.I_ � I �r� 111E7�7IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII■i.iillllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll 1 ,I / ill lllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll I I I ••u 1 I ■ _ 2 IIMIyllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll„111 III i. ! 111 I I I I IIIIII III I I 200 11240IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiIliii' I ICI '90� IIIIIIIIIIIIIIIIIi ,rII:II��1111111111111111111111111111' I ..T r . IIIIIII11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 ! i•r ^y1��uII � h1111 IIII'�9=LIIIIIII�17�C1111111��]��,Illn 11111111111111111111111111111 1111111111111111111111111111111111111 240 lira■■■■■■:,131111:■' ii`iilfiiiG ■■ IIIIIIIIIIIIIIli111■!:!l111111111111111111111111111111111111111111111111111111111111111i�i!_1:i1111111111111111111ii11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111i11111111IN7�°"�� '= 111........................■...■.....■.■:::::::::::::::::::::::::::::::::::�••: ° :: i IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiii1:1lII11111111111111111111111111111111111111111111111iilllllllllllllllllllllii1111111111111111111111111I� ��I��r�� ii 111111111111111111111111111111111111111111iiiii:��.111��111111111111111 1II1111I111111111111111111111l:1I1111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiiilll.Illllill�1,11 • .................................■. :: • IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiiii!!1lAEA111111111111111111111111!'Jii111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111::1! "��! " " " ' " !■ ° '1 2/0 '•' ' ••••••••' ••••••••' ••••••••' ••••••••' •••' ' ''" 'IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII!l:I:iilllllllllllIIIII ��. ..1��.1��.1��.1��.1��.11111.111111111.11..11111.111111i1rl1_IIII_I�I - 111111y1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111EIIIE11111111111111111111111111111111111111111111111111111111111111111i1111i11iiiiiiiiiiiiiiliiiiiiiiiiiiii1i NI11111111111111111111111111111111 9a 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111! A 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111101a1'+, � a1�• " � rlll!!IIII�III0111111PMI . 290 _,��i�� 1,11 IIII� ill■... esae000.:. I�.,;� IIIIII-- III■■... _ _ - ^=i■.ea'_'SwJlll :�-■--- .■d■■Gi =��^ � I _�� I IIII 1111111111111111.IIII_IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII_IIIIIIIIIIIi111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 1111111II1i1,L._ .■.■ �r ! 's 1 i 220 -.■ _ I" I111I1 1r -.I1I1IIIIIIIII111IIII� HII !! i' !ii!I1 " IiIII I II10" .� IIIIII � IIIIII 200 w O N / Nc0 CCU- Revised 8/31 /2020 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) 39A -L- 98+30-99+62 LT ROADWAY FILL-WEM 0.07 0.02 39B -L- 101+93-102+66 LT ROADWAY FILL-WEM 0.01 0.01 40 -L- 103+59-104+95 LT& RT BANK STABILIZATION -SDG 0.14 < 0.01 334 10 41 -L- 107+69-109+35 LT ROADWAY FILL -WEP(1) 0.02 _ 42 -L- 104+95-108+09 RT ROADWAY FILL- SDN, WEN 0.29 0.01 0.05 0.02 200 43 -L- 110+24-110+66 RT ROADWAY FILL- SEO < 0.01 40 44 -L- 111+78-114+64 LT& RT 60" RCP, ROADWAY FILL- SEQ, WEO(1) 0.04 0.03 0.04** 0.02 269 -L- 111+58-111+85 LT BANK STABILIZATION - SEQ < 0.01 < 0.01 16 11 45 -L- 144+01-144+56 LT 48" CSP - SEU 0.01 154 -L- 143+75-144+08 LT BANK STABILIZATION - SEU < 0.01 < 0.01 40 11 46 -L- 164+25-164+78 RT 30" CSP/36" RCP - SEA, WOE 0.02 0.01 168 47 -Y1RPA- 16+63-17+14 RT 54" CSP - SLV < 0.01 62 -Y1RPA- 16+58-16+65 RT BANK STABILIZATION - SLV < 0.01 < 0.01 45 11 48 -Y1RPA- 16+66-17+11 RT ROADWAY FILL, RIPRAP - SLW < 0.01 < 0.01 14 51 49 -L- 171+49-174+67 LT& RT 66" WSP/66" RCP - SLU, WC, WOB 0.06 0.03 284 -L- 171+40-174+63 LT & RT BANK STABILIZATION - SLU < 0.01 < 0.01 64 30 50 -LCDWB-64+67-68+61 LT & RT 60" CSP, CHANNEL CHANGE - SLS,WOA 0.05 0.02 0.06 < 0.01 588 57 51 -Y2RPA3- 23+20-23+82 LT ROADWAY FILL -WNZ 0.02 -Y2RPA3-20+23-23+20 ROADWAY FILL - PBL 0.58 -L- 199+51-205+31 ROADWAY FILL, 66" RCP - SLR 0.02 230 -Y2RPD3- 15+76-16+19 LT BANK STABILIZATION- SLR < 0.01 < 0.01 55 15 52 -Y2RPD3- 23+65-24+43 LT DITCH, ROADWAY FILL-WGG 0.01 0.02 53 -L-210+53-215+65 LT 54" RCP/66" RCP - MILL BRANCH 0.06 < 0.01 401 7 -L- 210+21-210+61 RT BANK STABILIZATION - MILL BRANCH < 0.01 < 0.01 29 17 TOTALS*: 0.55 0.08 0.04 0.13 0.98 0.03 2953 260 0 REVISED 08/28/2019, 12/12/19, 7/2/20, 8/11/20 NOTES: *Rounded totals are sum of actual impacts NC DEPARTMENT OF TRANSPORTATION ** Site 44 excavation in wetlands is temporary DIVISION OF HIGHWAYS AUGUST 2020 WAKE AND JOHNSTON I-5111 I-4739 o SHEET 124 OF 125 Revised 8/31 /2020 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) _ 54 -L- 232+69-233+35 LT 54" WSP - SJ, WI 0.06 < 0.01 82 -L- 233+33-233+44 LT BANK STABILIZATION - SJ _ < 0.01 < 0.01 45 10 55 -L- 233+94-234+19 LT 48" RCP - SK, WJ < 0.01 < 0.01 78 -L- 234+02-234+11 LT BANK STABILIZATION - SK < 0.01 < 0.01 40 10 56 -L- 246+22-246+77 RT CHANNEL CHANGE - SEE < 0.01 < 0.01 102 10 57 -L- 246+73-247+65 60" WSP - SDD, WFF 0.01 0.02 < 0.01 238 10 -L- 247+59-247+78 LT BANK STABILIZATION - SDD < 0.01 < 0.01 55 9 58 -L- 269+75-270+63 LT ' 36" WSP - SQ < 0.01 100 -L- 270+58-270+85 LT BANK STABILIZATION - SQ < 0.01 < 0.01 33 27 TOTALS*: 0.09 0.06 < 0.01 773 76 0 PROJECT TOTALS*: 0.78 0.17 0.11 0.16 1.55 0.22 7665 1582 REVISED 08/28/2019, 12/12/19, 4/22/20, 7/2/20, 8/11/20 NOTES: *Rounded totals are sum of actual impacts NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS AUGUST 2020 WAKE AND JOHNSTON 1-5111 I-4739 SHEET 125 OF 125 'pp V T `'Revised 8/31 /7_0 7 q 6 PROJECT REFERENCE NO. SHEET NO. BUFFER DRAWING �K.4`4 ALLOWABLE IMPACTS ZONE 1 r 5 MA•CHLII VE �!] 0� i1Q f I IO 47 22 SHEET 18 OF 52 R EE $7,q 6 `� J X �1�� w� ` , /v ROADWAY RNV SHEET NO. HYDRAULICS F�.�.�.�.L. MITIGABLE IMPACTS ZONE 1 S O '� �p. >, 1 SEE C500 OUTLET / �.��! EE SHEET 6 + �G.ep-• b 1 + 35 it.: r11 i. DETAIL-YSRPA- qQ I 11�� n�1e ENGINEER ENGINEER GLI j////� MITIGABLE IMPACTS ZONE 2 I AE/ �C�� 7.�T 1 : ! STA.21+9B 8 QP 5 �m °Eiik, 8i SOE SITE 17 A REVISED 08/04�2020 ��' �� II �yh�5- \\+\� ,, \ S9q``to ft �' STANDARD V DITCH S� 51 • I I I \\ \ \ W/CL I RIP RAP q0 \ ``• A N_I SEE DETAIL P PERGO INC. fie'' �'. DB 9039 - PG 2178 �� RC I I I \� A \\ O 19 DOCUMENT NOT CONSIDERED FINAL �� 'I'O .� GI UNLESS ALL SIGNATURES COMPLETED � 4 y I I SP.DET.C `// \\2GIA-WSS \ �� \ � Il I I I SPECIAL CUT DITCH \ / \ N L\\ y P.�G SO O�t' II II SEE DETAIL B \ \\\ \ �s a♦ \\ N N \\ @. I I Il• l \ 'A�p CIAL CUT SWALE W/HINGE a I I a \ �� OQp \ \\\ 9 N. SEE DETAIL 55 II SEE C500 INLET 1 \ � Y1 I DETAIL-Y5RPA- I y \ / \\\\\ �' �� \\F 1\\\ {ti STA.21+98 O /\ \\ 1 \ \ •/ II II SP.DET.H IPA!.1 / \\ \\\\\ N so! ;\ N LATERAL V SWALE 3 ♦4.,e�j ' \ ' \ \\ f �7+\ C, \ (/ \ j 3' SEE DETAIL AN '�+��IA ,�� ,� / -. _ _ \\ \ \\ \ \ 4 SPECIAL CUT DITCH II �Ijf/"��. -.�� j�1• / N - C f V �F °' O SEE..ETAIL B F , -j1•L �111�i / Ao \\ \ \\ \\ \ `-' / 2 TONS CL B RIPRAP /„��111�11��• •/III SITE17 N \\ \\ \ •\�RAW•moo, N ,/� /� I W/7 SV GEOTEXTILE //�•�•I�I•ri�' • • -111♦• / \ \\\ \\ \ /', r03 // ILATERAL V DITCH ��'♦1�� - I/ / 'ECIAL CUT DITCH \ �\ —_ ` ' `Y / .11.E «,III/ \\ \ �\ / // / W/CL B RIPRAP //��;'I�1111 III / �E DETAIL Boft �� /i C SEE DETAIL AB ��I�I'I •fI�I SEE C400 OUTLET \ \\ v. CV &y�Y// _ F 3 ��,�y/ ��'l 3/ DETAIL-L2- \\\f \\ \, 410 �y1i STA.249+09 - v\V� \\ ,, V Vj \� �/ "L___-� _-_ �1�1I�. , SOE — SPECIAL CUT SWALE C\�\ \\ \ CO /// F -- Vm ♦1,�,_\\ N C �� _ C SEE DETAILS \\\\\� actQ / nw N \ �� 44 _\\\ _�i II \F 2GIB \\�\.C4c 64 CO_ N \\C _— �C I 2GI8-WSF )• ��_W55 C J �\ 1 LU / � / PROP. �I // 1 PROP.SBG I RCp- vv w /// / �lll CI CONVERT VIL _Air Pr, IIMIMI Q' CONC -- — ID'CONC 10'CON0 IdCONC + _ REMOVE DI ,_ 1-40 WBL 23'CONC a EOT �Pq 0 M Cr) ----- 2-454-0 TB 2C1: . t 'I I/ _,- _ _-_ --_ // �..,i��- --�"� EOT ti w +N S IS"RCP-III =c-,a ai- - - ••Z`. 11 I' 1. -. — MT ',. _ EOP "r UO I Z•0 i_ N,- rt- -rr-�- — I ' I" HIM INI.7' r.= — — — .— _.Wr 11I1L -- -I- TB 2GIB-ST� Lu —>__i < _ I� /// REMOVE. ; 'J N w AD C3 �J 15"RCP-III TB 2GIB-ST '`rZ,t - MIL _—T- TB 2GIB=5�` i I —'L 7L i — , OL EOP v 1 rn -- �- ad"r�rau N — — / II -- a' E07 PLUG Q I— N O —ry-+ / CNC --_ I-40 EEL 35' �:ff/ J EOT FILL W/ (�W a I 'ILL // O JR- f J�Qp-- --- __----- -- �LewABLE f w —N-_ ro'coNc �' LLI Mr Iz ,y h I v I� /� e`' // a 15"RCP-III -oZ - PROP.SBG 2GIB-WSF �/ PROP.SBG .�c 15"RCP-III 2GIB-WSF t. ROP.SOUND L J 2GIB-WSF 4 u f // 4,� C7 22GIB" ._3 BARRIER WALL M y m-^III / //� •� A�'// WSF - Om / m W W .�. ' NO.11 __---_ _ -- SP.DET - --_---R W '— i /�,ADSUS��`pin' ��1�1�.♦,l�Y .N — • �`��.:.� �w • D1 ,1111��1111 � / �' '�-e--- 29 E c01 - / \e ':r / /C /♦Y//Aa1# `4 / LATERAL 4'BASE SWALE / O SPECIALHCUT SWALE q- S WQF SITE 16C 41,41,111 - •EE INLET SEE DETAIL U _ -•R E INDIAN AMERICAN GARNER WHITE LLC SEE DETAIL G m / i A IIII1.45 �I l� DET IL-L2- 1 ♦ , g� LATERAL 4'BASE DITCH♦ r"1 Ir / i'�1 DB 14427 - PG 2532 18 TONS CL I RIPRAP / �• /1 i� / !Ii §TA.249+09 p.. e L Z ZB /38 SY GEOTEXTILE 7 / / %' r ��4WF44W�1• ./� r q o W/ �t. W/CL B RIPRAP SPECIAL CUT SWALE te,444n3"y•41.:4,4•. ,Aw, ` E�I1I ♦ / ¢ D :I -a YYi; 1 za (SEE DET' d 7 / l /. I� 1 .+ 2 TONS CL B RIPRAP �..ETAIL �' N ` & / I /Q / *� � �.14*4. W/7 SY GEOTEXTILE - 8 U ��& SPECIAL • 'ALE UG • `'" / :1,1 `. / E SEE DETAI. Pl �' � ♦ / 1111r /J�� -;.. �Efi CHANNEL CHANGE ��, - ��, i �' N`'� Rq/w MoA -2 0�� =�� s`F'' �W/CL I RIPRAP rt1j�Y J / 1N �r. I o`. SITEy ,e° �FZEIDETAIL V �(�� %".�' i /� 2 17 t i i >y +m' ThLCUTSWALEB / , a �J / =r= �� ESEE DETAIL E 2 ( Ca ` / // " • �2 \ �' J �' O /2. (/ :// rWQV // // eI I 2��sa E I w 1 �� _ (/T / �' SOE I RiC fC p D // m / I f P'.(919)878-9560 Z m / \ / _ \ 8601 Six Forks Road,Forum 1,Suite 700 3o I / I Raleigh,North Carolina 27615-3960 o„ C/ • / `F WFF NC License No.F-0112 NN,, A I Engineers I Construction Managers I Planners I Scientists v?k / I `wJnv-rkkwm ooCCT ,// \�G� i / / // r I 1 Responsive People I Creative Solutions Revised 8/31 /2020 or BUFFER DRAWING r••••• .. MITIGABLE IMPACTS ZONE 1 PROJECT REFERENCE 9N SHEET NO. O•.•••••• NAD 83 5/ll/1 4739 42 SHEET 34 OF 52 -co R'W SHEET NO. 1 , j MITIGABLE IMPACTS ZONE 2 ROADWAYHYDRAULICS ENGINEER SIGNENGINEER iiiil DOCUMENT NOT CONSIDERED FINAL WE P(1) UNLESS ALL SIGNATURESR/ COMPLETED SON-LAN CLASSIC DEVELOPMENT COMPANY,LLC REVISED 08/11/2020 Q10=100 ``r SEQ SITE 44 V10=1.99 Ws tI POSITION RIPRAP TO 40 MAINTAIN CHANNEL II /4 <>9 WIDTH AS WATER EXITS PIPE �,. 48 TONS CL I RIP RAP - W/90 SY GEOTEXTILE 3 TONS C : RIPRA' LENGTH=16' W0 SY GE• ILE (SEE DETAIL BC) �"' 10'WIDE BERM TOP ELEV.=228.0' SEE DETAIL 1 'I HW BERM 4'BASE DITCH W/ RAP V'I SEE EB RI AW ,.it s x� �.�\ $EE DETAIL AW Iti e�. �`I �..♦ __ 0 eir .�l� ar T,.. TOE PROTECTION TOE PROTECTION _ BERM V DITCH � ' v .s�� r SEE DETAIL AK \\ ,„ •• s s.� W/CL I RIPRAP W/CL I RIPRAP i7/ ' - _�.. .4 H SEE DETAIL O _,'I �?'.,..... .........." __., ii, 4,,,,.„ >�j '®�....` �' _ SEE DETAIL O •� erg u .............rR - W sss . ...... .... - . ,...,41,,,,!..„,........ , ,,,,,,,,,,. ,...„,„,....,..... .. TERAL :,I3r♦.A.APA� •��s ynn. wawa---runr mnuururu. .-_rr•e_. r r.... ni.r rn it rrp• _ /_ T� ....... .... any s...................... r W 1 r��Fry �� •��,!( , u..ar•r uu „';.ru w uo r n T CAr. -------, i. IAA �4 SEE D�17�j�.,,a, .♦ r -... .. .. �' ) ".•P -- —_ X x x �A �� .r IPRA 'ns.• r �, •- .. `_ .. I0'xI0' - -- � �- W/CL B R p •.a 2..lit-d 1. COLIC S SEE DETAIL IZ ,rr �� 2GIB wsS s rn . _ S 3 s„s. LLI ' lik -- —41 -- - �'�G . , - ArU IB-WSF �.. �. LLJ •GIB-WSF - - - - - - -- - - .. .. .. n ri Co r- N tr ) fl -- _ — 1 O ILLS - -i ce , -iL � � , L i s -L-i- r--z �PLIJ� FILL - , z--� s--- --_---,CjO O W/ -EL-WBL- f w ,. L - _ _ FLOW. e 3 z_--_ _ ;ILL T o' INTERSTATE 40 WBL 24'CONC - - �tEMM�= --- F 15'RCP-Ill 2 `'4 - - - REM•VE I IB :.S� / __ - __ - N -A'ir -•f/T/ — — `F TB 2GIB-ST — •— .— _._ — _ — — —_ / /I 15"RCP-III _—_— T .41 REMOVE C ^e 15"RCP-III N � .— _ -EL-EBL- y _ _ — 0 JINTERSTATE ao EeL 2a'cgy 5, — m Q—1- .-- -- cal — �� SEQ -- f3% — -- --- jO m N LLI / / r T , —_ T � O rn -��..� is a �c o _hi vw/� N 4-1.744401.11,4 i. ettslials _ I- ��I j�#�j#,%�%�I��I�I �I®�a�lll�!I% ��•�s��II��•I%�I��ear �I1G��I��I s�s�I�a,or I� 4 ril () psi/ si /j I I I I # / ._se-,,S s / #L •♦ /j y w 2 M_ W - ci ,I I#�� I��>%'�,I' �,/F'�Ikl'�J,%'��'�,ll'/��!/j.,I Irj,Ij�,I�ss,//,j�>',Q�,��s,/ __-- - II_// - -- - VW MON _. - �i�,i� ii�i� ice,ii�of �i��r i•� �s��ri� i��i 4i• ��i 0i i e4�i`�",y>i� ��c�� _ F -I -°, i44�-sir �yyekitiaSSAiri�/ Pr,:I,'�e f v=�Vtia,�irpi a Piir/':I,�II�'�I':I�+�"�l-ss f',/'�•rit SITE 44—--- aiw uOn \\ F / G W c ,'ii stir ...ea'/�/•'W, ��O tlp1,,ett�iX A �i t e -4,,C.-, 10:-.4,00-.03�,,it% EX. 60.00 . 441 on Ii �/ �4^Ari i a 6.• A,r. � 4 ai� gir4tg.iSm�ggiret*P A'4.,41/P�j' \ / ROW y A��i1�u�a�s�alc+..f��s�s�®`®®��.�.�,r�ii�'1.7-7'''. .�� -h 'k .►%� - p \\ / 7- ,,- si. �iNr•�.��1a�.< .rs�" rR��— E i —mo , O.�®®• 4ri °.•.3,,�a. - _in' 1414 .- _- _ .. .. -. ,♦..♦.®�,, ��/ ,.. / ..: W TONS GEOTEXTILE I !R GLENN MILLER LENGTH=20' \ ( ) (SEE DETAIL BC) / ,----7 0 2NN MILLER \\al \,,` al 8412 .qN°s\ WE'D(2) co WEN 1 ;,� ez 4, - - a°°°S p° 41elw -�zF °o� �� rn RI B22 E h / RI jqN / / JSy y N ° JS} 41 MI 4I 41 \W[ SITE 43 °N°4Rra � � � � 8�,� � � / LBZ 2 ,.,\\,�w -- -� al 4I �d al il MI f �wia-___- co / MI N 1- a' . 6.9Z.L0 N _ 1i E GLENN MILLER 1 � �I-?� MI MI 41 4' ten° 0_ al Mi 4 -„ -4 4' '9e d,ae°w° — - \ RWC �l �I\� 1t3w 41 .-1 �1�- P'.(919)87&9560 BI \ \\. � �l �I -W � 3 8801 Six Forks Road,Forum 1,Suite 700 �I 4 i Raleigh,Norlh Carolina 27615-3960 �'�� -' / )m- 4.\41 Mt Mi Mt MI -N NC License No.F-0112 \_ // 82�� \e�3 y/ \ s,w \ Engineers Construction Managers Planners Scientists / \ w.v.rkk.wm • -c• C \ �f� _/ro / `Responsive People I Creative Solutions Revised 8/31 /2020 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) 14A -L- 168+89-169+89 LT BANK STABILIZATION - SRM X 1658 946 2604 14B -L- 172+50-172+88 LT BANK STABILIZATION - SRM X 1824 1680 3504 14C -L- 175+81-176+98 LT BANK STABILIZATION - SRM X 2795 277 3071 15 -L- 186+18-188+55 LT ROADWAY FILL - SRJ X 0 90 90 16A -Y5RPD- 22+19-22+50 RT EXIST. 24" CMP PLUG X 2032 2231 4263 16B -Y5RPD- 24+79 RT EXIST. 15" CMP PLUG X 613 306 918 16C -Y5RPC- 53+20 LT 60" RCP - SCF, WQF X 1489 0 1489 -Y5RPC- 54+38-55+47 RT, 17 L- 250+27 LT, BANK STABILIZATION - SOE, WQV X 12732 5068 17800 -Y5RPA- 21+91-23+05 RT 18 -L- 256+39-257+51 LT & RT DITCH, 66" WSP- SOI, WSD X 6922 3626 10548 19 -L- 272+67-275+51 LT & RT DITCH, 66" WSP - SNF X 8722 5049 13771 20 -L- 281+93-284+50 LT & RT CHANNEL CHANGE - SNH, WQE,WRX X 3953 956 4909 21 -L- 322+40-323+33 LT & RT CHANNEL CHANGE, 72" RCP, SNY X 8579 4452 13031 22 -L- 323+52-325+32 RT CHANNEL CHANGE - SOC X 3438 1054 4493 23A -L- 361+15-364+65 LT CHANNEL CHANGE - SLF / SEM X 10192 2082 12274 23B -L- 368+90-369+15 LT BANK STABILIZATION - SEM X 1037 0 1037 23C -L- 374+40-378+99 LT CHANNEL CHANGE - SEM X 11509 228 11738 24 -L- 378+63-379+21 LT BANK STABILIZATION - SLI X 1108 0 1108 25 -L- 373+59-374+08 RT ROADWAY FILL/ DITCH - SNM X 61 775 836 26A -L- 381+90 RT BANK STABILIZATION - SNK X 422 0 422 26B -L- 385+01-385+81 RT ROADWAY FILL - SNK X 1025 0 1025 -L- 385+80-386+06 RT BANK STABILIZATION - SNK X 712 0 712 27 -L- 386+06-386+88 RT BANK STABILIZATION - SNO X 1765 1079 2844 28 -L- 387+14-387+47 LT 60" WSP - SEM X 1116 0 1116 TOTALS*: 31431 15161 46592 52273 14737 67011 0 0 NOTES: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS AUGUST 2020 WAKE / JOHNSTON REVISED 12/12/2019 I-5111 / I-4739 8/3/2020 42346.3.1 Revised 2018 Feb SHEET 47 OF 52 Revised 8/31 /2020 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) 39 ONLY IN PERMIT SET 40 -L- 99+00-107+44 LT & RT BRIDGE X 14449 7030 21479 1104 2993 4097 41 ONLY IN PERMIT SET 42 -L- 106+42-107+44 RT ROADWAY FILL - SDN, WEN X 7169 5126 12295 43 -L- 109+63-114+04 RT ROADWAY FILL - SEO X 7471 4557 12028 44 -L- 110+99-115+29 LT & RT 60" RCP- SEQ, WEO(1) 1 X 12849 6826 19675 45 -L- 143+25-145+12 LT 48" CSP - SEU X 11384 6539 17923 46 -L- 164+25-164+78 RT 30" CSP / 36" RCP - SEA, WOE X 10987 7345 18332 47 -Y1RPA- 16+15-17+72 RT 54" CSP - SLV X 5350 2012 7362 48 ONLY IN PERMIT SET 49 -L- 170+95-175+40 LT & RT 66" WSP / 66" RCP - SLU, WC, WOB X 20163 9924 30087 50 -L- 178+00-184+97 LT&RT 60" CSP, CHANNEL CHANGE - SLS,WOA X 38684 25634 64318 51 -L- 199+51-205+31 ROADWAY FILL, 66" RCP - SLR, WNZ X 17316 9930 27247 52 ONLY IN PERMIT SET 53 -L- 209+51-217+29 LT & RT 54" RCP / 66" RCP - MILL BRANCH X 27804 17778 45582 54 -L- 232+37-234+37 LT 54" WSP - SJ, WI, WJ X 8694 5213 13907 55 ONLY IN PERMIT SET 56 ONLY IN PERMIT SET 57 -L- 246+11-248+25 LT & RT 60" WSP - SDD, WFF X 15680 9394 25074 58 -L- 269+75-270+63 LT 36" WSP - SQ X 10972 7749 18721 TOTALS*: 28492 14255 42747 181583 113795 295378 0 0 PROJECT TOTALS*: 116816 55819 172635 302460 168876 471336 0 0 NOTES: 1. SEQ under fill slope RT is a total take, 765sf of Mitigable BZ2 Impacts accounted for in totals but not hatched in plan view due to location outside PDE NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS AUGUST 2020 REVISED 8/28/2019 WAKE / JOHNSTON 12/12/2019 I-5111 / I-4739 7/2/2020 42346.3.1 Revised 2018 Feb 8/11/2020 SHEET 51 OF 52 Revised 8/31 /2020 WETLANDS IN BUFFER IMPACTS SUMMARY I WETLANDS IN BUFFERS SITE ZONE 1 ZONE 2 NO. STATION (FROM/TO) (ft2) (ft2) 42 -L- 106+08-107+45 RT 2367 3001 43 -L- 109+63-111+26 RT 1618 840 44 -L- 113+34-114+92 RT 3110 2145 49 -L- 174+33 RT 1439 50 -L- 183+49 RT 680 54 -L- 232+68-234+16 LT 1926 902 57 -L- 246+36-246+93 LT 379 204 TOTAL: 11519 7092 'PROJECT TOTALS: 19641 8829 NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS AUGUST 2020 REVISED 8/28/19 WAKE / JOHNSTON 7/2/20 I-5111 / I-4739 8/11/20 42346.3.1 SHEET 52 OF 52