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HomeMy WebLinkAbout20150362 Ver 6_Modifications_20191122Staff Review Does this application have all the attachments needed to accept it into the review process? r Yes r No ID#* Version* 6 20150362 Is this project a public transportation project?* r Yes r No Is this a DOT r Yes r No project?* Reviewer List:* Donna Hood:eads\drhood Select Reviewing Office:* Mooresville Regional Office - (704) 663-1699 Submittal Type:* Modifications Does this project require a request for payment to be sent?* r 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 r Pre -Application Submittal r More Information Response r Other Agency Comments r For the Record Only (Courtesy Copy) r Stream or Buffer Appeal 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. Project Contact Information Name: Kristi Lynn Carpenter for Michael Turchy Vft is subrritting the inforrration? Email Address: maturchy@ncdot.gov Project Information Project Name: 1-85 Widening (1-3802A) Is this a public transportation project? r Yes r No Is the project located within a NC DCM Area of Environmental Concern (AEC)? r Yes r No r Unknown TIP#: WBS#: 1-3802A 36780.1.2 (Applies to DOT projects only) County (ies) Cabarrus Rowan Please upload all files that need to be submited. Click the upload button or drag and drop files here to attach document 1-3802A Modification and NOV Lift Request 10.97MB November 13 2019.pdf Only pdf or krm files are accepted. Describe the attachments: Original submitted via email. P By checking the box and signing box below, I certify that: • I have given true, accurate, and complete information on this form; • 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") • 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'); • 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: c.{r rrz �r+r C' tort t Submittal Date: Is filled in autorratically. 44 STATE STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION Roy COOPER GOVERNOR November 13, 2019 U. S. Army Corps of Engineers Asheville Regulatory Field Office 151 Patton Avenue, Room 208 Asheville, NC 28801-5006 ATTN: Ms. Nicholle Braspennickx NCDOT Division 10 Coordinator JAMES H.TROGDON, III SECRETARY N. C. Department of Environmental Quality Transportation Permitting Branch 1617 Mail Service Center Raleigh NC 27699-1617 Ms. Amy Chapman Transportation Permitting Branch Supervisor Subject: Request for Modification of Section 404 General Permit No. 198200031 and Section 401 Water Quality Certification, and lifting of Notice of Violation Status for the Interstate 85 (I-85) widening and interchange improvements from north of NC 73 to north of SR 1280, Cabarrus and Rowan Counties, Divisions 9 and 10. Federal Aid Project No. NHIMF-085-2(61)55, TIP 1-3802A. Reference: 1) Section 404 General Permit No. 198200031 (GP 31), Action ID No. SAW- 2008-03229, issued July 6, 2015; re -issued January 13, 2017 and January 9, 2018. 2) Section 401 General Water Quality Certification No. 3886, NCDWR Project No. 20150362v.2, issued June 29, 2015; modified March 22, 2016, Project No. 20150362v.3; modified January 30, 2017, Project No. 20150362v.4; modified February 5, 2018, Project No. 20150362v.5. 3) Notice of Violation, NCDWR Project No. 20150362, dated October 22, 2019 Dear Madam: The North Carolina Department of Transportation (NCDOT) requests modification to the existing General Permit No. 198200031 and associated Water Quality Certification for widening and interchange improvements along I-85 in Cabarrus and Rowan Counties. This project is currently under construction. Revisions have been made to seventeen impact sites and are discussed in detail below. Two new impact sites are also discussed below (Site 36 and the Troutman waste site). Previously -authorized permanent stream impacts for the entire project, including all previous permit modifications, totaled 4,241 linear feet, which included 1,006 linear feet of bank stabilization. Previously - authorized temporary stream impacts totaled 674 linear feet. Previously -authorized wetland impacts included 0.34 acre of permanent impacts, no temporary impact, and 0.08 acre of hand clearing. The revised project impacts total 4,393 linear feet of permanent stream impacts (which includes 854 linear feet of stream bank stabilization impacts), 796 linear feet of temporary stream impacts, 0.34 acre of permanent wetland impacts, 0.01 acre of temporary wetland impacts, and 0.09 acre of hand clearing in wetlands. There are 72 linear feet of permanent stream impacts located in the Troutman waste area that were not included in the Wetland Permit Impact Summary sheets but are included in the total listed above. This modification will result in 0.01 acre of additional temporary wetland fill impacts, 304 linear feet of additional permanent stream impacts, and 7 linear feet of additional temporary stream impacts. There will be 152 linear feet less stream bank stabilization impacts than previously permitted. Please see the enclosed revised permit drawings where drainage revisions and/or field changes resulted in changes to permitted impacts. There are two additional impact sites; one (Site 36) is included in the revised permit drawings and the other (Troutman Waste Area Site 1) is shown on the last drawing attached. Permit impact sites where no changes were made to the drainage design or type of impact are not included in the revised permit drawings. All changes to previously permitted impacts and the two additional impact sites are summarized below. Permit Impact Site Modifications (shown in revised permit drawings) Site 10 (Sheet 15) — The permitted drainage design included a channel change with rip rap only on the banks for stream SDAA. Class I rip rap was installed in the bottom of the channel change for 300 linear feet to provide additional stabilization to address stability concerns. Also, the channel change was shortened by 20 linear feet to make a smoother transition to existing stream channel. Permanent stream impacts were reduced from 666 linear feet to 646 linear feet, which is 20 linear feet of less impacts. Site 21(Sheet 36) — The original drainage design attempted to minimize impacts by limiting bank stabilization for stream SCZA to 15 linear feet at the pipe outlet. During construction, the contractor inadvertently cleared an additional 67 linear feet of stream bank, which then required additional bank stabilization. Class I rip rap was later installed in the stream bed for the entire length of the channel to address erosion issues. Permanent stream impacts increased from 210 linear feet to 277 linear feet, which is 67 linear feet of additional impacts. The 15 linear feet of stream bank stabilization impacts from the original design are accounted for in the additional 67 linear feet of permanent stream impacts, therefore stream bank stabilization impacts are reduced to 0 linear feet at this site. Temporary stream impacts were reduced from 20 linear feet to 0 linear feet. Site 28(Sheet 28) — To provide additional stabilization, Class II rip rap was placed in the bed of the channel change for stream SFE on the upstream end of the crossing and existing channel bed downstream. Stream bank stabilization impacts decreased from 73 linear feet to 44 linear feet, which is 29 linear feet of less impacts. Permanent stream impacts decreased from 119 linear feet to 116 linear feet, which is 3 linear feet of less impacts. Temporary stream impacts increased from 29 linear feet to 58 linear feet, which is 29 linear feet of additional impacts. Site 30 (Sheet 29) —The drainage design was revised to allow for maintenance of flow during the installation of a replacement culvert. This required modifying the stream SGA channel at the culvert inlet and an addition of a channel change at the outlet end of the culvert. Permanent stream impacts increased from 44 linear feet to 134 linear feet, which is 90 linear feet of additional impacts. Stream bank stabilization impacts decreased from 71 linear feet to 0 linear feet. Temporary stream impacts increased from 21 linear feet to 25 linear feet, which is 4 linear feet of additional impacts. Page 2 Site 31 (Sheet 29) —The drainage design was revised to allow for maintenance of flow during the installation of a replacement culvert. This required modifying the stream SGAD channel at the culvert inlet. Permanent stream impacts increased from 37 linear feet to 116 linear feet, which is 79 linear feet of additional impacts. Temporary stream impacts decreased from 11 linear feet to 5 linear feet, which is 6 linear feet less of impacts. Site 36 (Sheet 34) —This site has been added to account for impacts resulting from the extension of an existing 36" pipe and installation of Class I rip rap in the stream bed at the pipe outlet. The pipe is located at the edge of the study limits and the stream was not identified in the original Jurisdictional Determination (JD). Permanent stream impacts increased from 0 linear feet to 61 linear feet. Also, a temporary sediment basin was added inadvertently in wetland WYB at the upstream end of the existing pipe crossing, resulting in 0.01 acre of temporary fill wetland impacts. Troutman Waste Area Site 1 (Last Sheet) — The contractor inadvertently impacted a jurisdictional stream with fill. This was identified by the North Carolina Division of Water Resources (NCDWR) representative during a site visit. A 24" pipe was later installed to maintain flow in the stream. An additional 72 linear feet of permanent stream impacts were created. Additional Permit Impact Site Modifications Site 1 (Sheet 5) — Stream bank stabilization impacts to stream UTK increased from 15 linear feet to 21 linear feet, which is 6 linear feet of additional impacts. Site 4 (Sheet 10) — The bank stabilization was extended downstream to stabilize a section of undercut channel bank at the direction of NCDOT Division personnel. Stream bank stabilization impacts to stream SBB increased from 14 linear feet to 30 linear feet, which is 16 linear feet of additional impacts. Site 12(Sheet 16) — Field measurements conducted after construction indicated changes in impact quantities. Stream bank stabilization impacts to stream SDA decreased from 22 linear feet to 9 linear feet, which is 13 linear feet of less impacts. Site 15 (Sheet 18) — Field measurements conducted after construction indicated changes in impact quantities. Permanent stream impacts to stream SDBA were reduced from 83 linear feet to 80 linear feet, which is 3 linear feet less impacts. Stream bank stabilization impacts increased from 20 linear feet to 28 linear feet, which is 8 linear feet of additional impacts. Site 17 (Sheet 20) — Field measurements conducted after construction indicated changes in impact quantities. Stream bank stabilization impacts stream SED increased from 16 linear feet to 22 linear feet, which is 6 linear feet of additional impacts. Site 17A (Sheet 21) — Bank stabilization for stream SEA at this location was eliminated at the direction of NCDOT Division personnel due to the presence of natural rock on the existing stream banks. The resulted in a decrease of 8 linear feet of stream bank stabilization impacts. Site 20 (Sheet 20) — Field measurements conducted after construction indicated changes in impact quantities. Stream bank stabilization impacts to stream SFB were reduced from 22 linear feet to 10 linear feet, which is 12 linear feet of less impacts. Site 23 (Sheet 37) — Field measurements conducted after construction indicated changes in impact quantities. Permanent stream impacts to stream SYA were reduced from 135 linear feet to 128 linear feet, which is 7 linear feet of less impacts. Page 3 Site 25 (Sheet 26) — Field measurements conducted after construction indicated changes in impact quantities. Permanent stream impacts to stream SFC were reduced from 63 linear feet to 46 linear feet, which is 17 linear feet of less impacts. Site 27 (Sheet 28) — Field measurements conducted after construction indicated changes in impact quantities. Permanent stream impacts to stream SFD were reduced from 70 linear feet to 64 linear feet, which is 6 linear feet of less impacts. Site 29 (Sheet 29) — Field measurements conducted after construction indicated changes in impact quantities. Permanent stream impacts to stream SGC were reduced from 128 linear feet to 119 linear feet, which is 9 linear feet of less impacts. Site 32 (Sheet 30) — Field measurements conducted after construction indicated changes in impact quantities. Stream bank stabilization impacts to stream SG-1 were reduced from 106 linear feet to 66 linear feet, which is 40 linear feet of less impacts. Revised Compensator, Mitigation The North Carolina Division of Mitigation Services (NCDMS) previously provided compensatory mitigation for 3,048 linear of permanent stream impacts and 0.34 acre of permanent riparian wetland impacts, as referenced in the January 9, 2018 GP 31 re -issued permit from the United States Army Corps of Engineers (USACE) and the February 5, 2018 401 WQC modification from NCDWR. Of the revised permanent stream impacts totaling 4,393 linear feet for this modification, 854 linear feet are the result of bank stabilization and are not considered loss of waters and therefore do not require mitigation from USACE or NCDWR (see Table 1 attached). As shown in previous permits, an additional 187 linear feet at Site 19 did not require mitigation. Therefore, impacts that require mitigation for this project, now totals 3,352 linear feet of permanent stream impacts. This modification will require additional mitigation of 304 linear feet of streams. There are no additional permanent wetland impacts, therefore no additional wetland mitigation is required. The 304 linear feet of required stream mitigation will be provided by the NCDMS. NCDOT will forward this acceptance once it is received. By way of this modification request, NCDOT also requests the lifting of the Notice of Violation for this project. Thank you for your assistance with this project. If you have any questions or need additional information, please contact me at maturchy@ncdot.gov or (919) 707-6157. Sincerely, j� Philip S. Harris III, P.E., C.P.M. Environmental Analysis Unit Head cc: NCDOT Permit Application Standard Distribution List Page 4 Table 1. I-3802A permit sites where revisions have been made to previously permitted impacts and the additional mitigation required. Permanent Stream Impacts Previously permitted (if) Revised Impacts (if) Difference (if) Additional Stream Mitigation Permit Site Type Additional USAGE Stream Mitigation Required Additional NCDWR Stream Mitigation Required 1 Bank Stabilization 15 1 21 6 0 0 4 Bank Stabilization 14 30 16 0 0 10 Channel Change 666 646 -20 -20 0 12 Bank Stabilization 22 9 -13 0 0 15 Bank Stabilization 20 28 8 0 0 15 Culvert extension and fill 83 80 -3 -3 0 17 Bank Stabilization 16 1 22 6 0 0 17A Bank Stabilization 8 0 -8 0 0 20 Bank Stabilization 22 10 -12 0 0 21 Bank Stabilization 15 0 -15 0 0 21 Fill 210 277 67 67 0 23 Fill 135 128 -7 -7 0 25 Channel Change 63 46 -17 -17 0 27 Culvert extension and channel change 70 64 -6 -6 0 28 Bank Stabilization 73 44 -29 0 0 28 Culvert extension and channel change 119 116 -3 -3 0 29 Culvert extension and outfall channel 128 119 -9 -9 0 30 Channel change and riprap 44 134 90 90 0 Bank Stabilization 71 0 -71 0 0 31 Channel change and riprap 37 116 79 79 0 32 Bank Stabilization 106 66 -40 0 0 36 (new site) Culvert extension and riprap 0 61 61 61 0 Troutman (new site) Culvert extension 0 72 72 72 0 Project Stream Impact Revision 152 304 0 Total Permanent Stream Impact Revision 304 - - Bank Stabilization Impacts Revision -152 - - Temporary Stream Impacts Previously permitted (if) Revised Impacts (if) Difference (if) Permit Site Type 21 Temporary Stream Impacts 20 0 -20 28 Temporary Stream Impacts 29 58 29 30 Temporary Stream Impacts 21 25 4 31 Temporary Stream Impacts 11 5 -6 TOTALS 7 Temporary Wetland Impacts Previously permitted (ac) Revised Impacts (ac) Difference (ac) Permit Site Type 36 Temporary fill 0 0.01 0.01 00'I APO MY FAVORITE PROPERTIES LLC m 8 N tOM STA. 15+75 TO STA. 20+05 —MOOSE— RT DETAIL 19 RIP RAP AT EMBANKMENT ( Not to Scale) 12'min. 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J \ TF/MPORARY-SMAC-iR PIPE li�(�VEI \ I j / i -= / �_7�•, /� � -_ =66 \ WATER IMPACT-- _NNGTHE - ��� / / -_ \ --_- ---_ _ - _ \ - 6q - - - -� ' _ \� - EiJ-�N6 709- `Q✓f�-- _ --__--__-_-__- -_- ice/ _ _ 92- 8=- 687 - -6 _6 _ - - _684 _ _ - ¢ // - _ / -- 89- �_ --_ - - - ' •i- �� /059/i_-- ------ -- - ---_ --%9 ___ _---�S -- �-9---869-_ EJ1� __/ �/•--_•569�_--_`�-__- !�-969102 ----_ _--------_- �69�_----.__ - - ---- ---- _ -'�--------_- - =--'ZO - - - - - ----_- --_ -- - -- -----IOL ------ __- ---- ---_ ZOL�_---�-------��_bOL__� _ - ------_60G- - _--- --- _ _____ - _------- --- \ -fOL------------_-__---�.SbBf---------£OL----_--LD-----_ - --- --imp --------- — ----- _-----_90L- ___--_ --__-------_LOL-=-- - _ ---.Bo - _-- -- I�- - --_-- _ - - _ _-_ZIL-------- \ \ ---------- o/L-----_---1 T .-r ---- IL SIL-----�---- - - - - - - - - - - - - - - - --9/ --,nf=---- - --- Rf1vt©V ATE III Q \\ \ _ �� �4-UNK / - EXISTING 24" RCP A III 'LOCATIOM - -p __OVE - - _ _7n- � / � IGRATE� --- ��=7rr—a3' ,PE��RECORD — __=—�ii l �� ---__ ,✓ -- -I� - 15"-RCP-111 - - - 2GhN� OUT°�C�.3- DENOTES TEMPORARY IMPACTS IN SURFACE WATER PERMIT DRAWING DENOTES IMPACTS IN SHEET 30 OF 128-=° SURFACE WATER 50• G- 50• 1�= - --� -' '- MODIFICATION �-=/ - AA715 1��017 GRAPHIC SCALE ���- — ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ PARSONS PROJECT REFERENCE NO. SHEET NO. CURVE DATA BRINCKERNOFF P�- 1-3802A 34 -Y2- -Y/- -Y/7--Y/70R1- -Y4- RW SHEET NO. Pi Sto 1/+5358 P1 Sto 16+6OB6 P1 Sto 22+38B4 P/ Sto 23+75.77 P/ Sto 13+2693 P/ Sto /3+33.68 P/ Sto /3+87B5 P/ Sto /4+16.41 P1 Sto /4+1454 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER D 2'00'42B'fRTJ D = 84* r28.4' fRTt D = //*27 33L' D = 14 9' 62'.fLT1 D = 38.45499' fLTt D = 145a35A'fLTt D = 304 0'26.9'fLTI OD = 22'55'059'l D = 15*26'37A'fLTI PERMIT DRAWING L = 297J7' L = 585.40' L = 14226' L = 13137' L = 14335' L = 12597" L = 33.48' L = 24,68' L = 56OB9' T = 15358' T = 363.70' T = 71.6r T = 6628' T = 77.68' T = 63.W T = 1728' T = 1235' T = 349.74' R = 476-W R = 390.00' R = 500.00' R = 400.00' R = 150A0' R = 383.00' R = 55.00' R = 250.00' R = 371.00' MODIFICATION DS = 35 MPH DS = 35 MPH DS = 35 MPH DS = 30 MPH DS = 20 MPH DS = 40 MPH DS = 25 MPH DS = 25 MPH DS = 30 MPH e = 0A4 e = 0A4 e = 0A4 e = 0.03 e = NC e = 0.04 e = NC e = NC e = 0A4 (�� /� pQ �/� RUNOFF-- 78' RUNOFF= 78' RUNOFF= 78' RUNOFF= 55' RUNOFF= 4Y RUNOFF= 78' 1 VY 2 {.A' L O19 W/N- 7NSNE s/yEE DENOTES TEMPORARY DENOTES IMPACTS IN DENOTES TEMPORARY Bl `JTHE <>, OFF C77 � 00 35 IMPACTS IN SURFACE WATER SURFACE WATER FILL IN WETLAND oot I 2 u '48L ;�o0 R ETC 5 � /o A IN & �— _ N HLII�E S 'S'uASBU 11/h CONC ISBLKBUS •F /k SA A All INC ./ LIAM S AUSTIN TERRY H & �, 36' CONC I n i I (HEFT 12 NAD a ATIQN 7 ./ 1822 PC,Uy TCA, F 5 Nz `MAC QlAOD GFiT/ ' II1' JTE A pT 11 �8�`3�1�$R$ ?00 UIIp 3 /EIP m 48'WD - ` L'¢ D B•vC z 5 , ,.,om 5 I I. I W, R sT, STA.+So �� g - U R' - ---___ 'WD d� - .,a NAROLD D B F _ _ ¢ 8R _ n, s I I PATSY B WHITLE ----- ISBLKBUS I S TERRY H & ry .. 8'vc ; ; OB 2495 PG 163 DO NO DISTURB a , . , i�Esai I HISTORIC PROPE9TY m I '_- / I I yN^ MDB 2 J METCALF INv=721.Iq• , ss I ' INV=722 B2' o h� CAI �` LY 1 �. I DB 2T43 PG ITT c I I B. L4 CKEY i s' TYANN R. DRIVER s`s, I\ I / I EIP x % I�+ APATROLWAY " R, DB gIPG HC6EY I ,sF$ _ OB 10303 PC 52 , a� / o /- i 5FD i A1VD KAZM RIZNY B 1 I ie PGA J; 4-� Cr 9,S} I - , NKKI STRICKL MgLIQI�It,A RIZNYK '-1"'9.1 60 ,0• / Q o ` \ e•v� § 1 k --- / DB 7289 PC 305 I p�00 PG SFp ; , 1 R JAMES A `?ISNER i F / r( \ \ o 08 6280 PG 13'6i`. I � � _ _ I Z / 1 STANDARD V DITCH // \` _ �\ C Eip ' _ R / I C 1 SEE DETAI #24 / / B E' r ROY D. MILLS. GTd TRUSTEE REMOVE / J DB 9725 PG I / �� / C PARCEL NO. PARCEL INFO TAMMY GOODMAN & 90 KENNETH COOLEY DB 2620 PG 64 DAVID P MAULDEN 206 wife, BEVERLY M MAULDEN DB 4383 PG 330 285 INEZ COOK STEELE DB 1964 PG 123 HORACE MIL TON THAMES,J 232 CAROLY TENNENT THAMES DB 1126 PG 321 i / 5 1 C lK-' /2 3 VAR. BK / S7CI UT DITCI-w 4PS / UE \ r, R ss TN T Q4T __----_-� ^ _ ok 3 G MANUFACTURING.INC. / SEE ETASKD 1 / DB 5T/16 PG 31 [m / a�T� ' t \ 9 N \ ��l / -r f y /"Ic / --- / RICHARD G. GOODMAN DB 255 PG 114 DB 358 PC 505 SEE DETAIL #24 �x F WILLIAM M.FORD DB 1438 PG 226 ice' c 0 ; '-- SOIL _ / 4J / \ p0 / RE WILMOT — I � / ,c/y BAR"I DB 21 4 PG 04 s '' coNC r�/ x \ / �X-x x 2' WD •WKE POM 0. R/11 E L SITION 1z•wD x� EZ C OK $TEE I I I FROM �T,Q B� DB 196 PGA 123 B/ j - II EXIST DI H `�AJ� sHEO //� \� ��� oL III I CL B RI RAP VAR•RT // 24'C& — II I I eKwAu X //i'z4c&G 2q•cz�=fir`C����� \ I _ I *o' III I I / ..m., /I�—CI— $ �\ I - L B RI� KAD E38 PGE 2�T c INS 0 X I II / / / 8 I I ST 7 SY GF C e I -TOE OTECT GTD /---- / CL / e EE DETA P-#9P X OI I �E E l/pIRE aG0 3' I a / CABA RUS C O 313 ATlOCOUNTY N"T82. Q' //// OB 1992 PG 326 \ CB A E0. R/ \ o� Q4 PON w I M �i BCx 4•GAs-ij IP RAP." - jARD A & a I 'F• �� T 5 PONS\NZER MARGARET \ Vpao °ie.2 —/ x l max/ x + Sr G" _ _ B 1563 PG 15 ElE �E i /� CL�RIP RAP\� /- ss EST TONS - - - - 3PIR I III y . WIT HIThM THE LOCAT x i5T 7 Y GF W '�yr STII@r, ABIONS J' / / / / ` I D/RECT/DN .. - t, �,�� , \ 24•CbG "o I I CL I RIP RAP \ 7p I I EST 15 TON \\\ Q SITE #36 \ �O� 3 1I II I EST 30SY F N \\ y LA 1 SEE SHEET 34A QoN G~� SSEE EE SHE&LCP 2-AWOFOR DI ROUNDABOUT BDETADETAIL 100' 0' 100' ILS SEE SHER. 96 FOR -Y2- P OFILE AV SEE SHE E'J+ 96 FOR -Y17- I ROFILE Va SEE SHEET 96 FOR -Y77 CENTRAL- PROFILE NOTE: SEE SHEET 97 FOR -Y4= P OFILE GRAPHIC SCALE SEE PM PLANS FOR LAYOUT AND LOCATION OF ALL CURB RAMPS. SEE SHEET 116 FOR -Yl- P OFILE I ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- PARSONS PROJECT REFERENCE NO. SHEET NO. CURVE DATA BRINCKERHOFF w;a :a��- 1-3802A 34 m -Y2- -YJ- -Y17- -Y17DR1- -Y4- RW SHEET NO. P/ Sto //+53.58 P1 Sto 16+60.86 P1 Sto 22+38.84 P1 Sto 23+75.77 P/ Sta 13+2693 PI Sto /3+33.68 Pt Sto 13+87.85 P1 Sto 14+16.41 Pt Sto 14+1454 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER D = 1200'42.8'fRTI D 4*4r 84' fRTI D = /628 04�fRT1 D = 14/49' 6Z fLTJ D = 38'4549.9' fLTI D = 1457'35.0'406 fLTJ D = 0410'26.9'fLTI D = 22'55'059'J D = 15*26'37A37 fLTJ PERMIT DRAWING L = 297J7' L = 585.40' L = 14226' L = 131.37' L = 143.35' L = 12597' L = 33.48' L = 24.68' L = 56OB9' T = 15358' T = 363.70' T = 71.61' T = 6628' T = 77.68' T = 6356' T = 1728, T = 12.35' T = 349.74' R= 476.99' R= 39000' R= 50000' R= 400.00' R= 150DU R= 383.00' R= 5500' R= 250.00' R= 371.00' MODIFICATION DS = 35 MPH DS = 35 MPH DS = 35 MPH DS = 30 MPH DS = 20 MPH DS = 40 MPH DS = 25 MPH DS = 25 MPH DS = 30 MPHn p RUNOFF-- 78' RUNO F 78' RUNO F 78' RUNOF03 55 e = NC RUNOFF 4P e = NC e = NC RUNOFA4 78' 1 0/ L a L 019 W N YINCINE S DENOTES IMPACTS IN DENOTES TEMPORARY l/VF ST HE DENOTES TEMPORARY COFF C//�00 3, IMPACTS IN SURFACE WATER SURFACE WATER FILL IN WETLAND --- \••. ; u�, it/�\I il��� li�L R ` MATC HLINE SHEET T 12 _F Y jSUASSU$— 4,COWCON1// SA A SASBNC` LIAM S AUSTNY N& \ !I:1C 1822 PG TERARP RATION GHT aw IP WD STEART ST � STA. 7 7 SO HAROLD D & J _ .N I \ /\ , n -MAVIS J METCALFMv_T _ �`-� v\ ` I ass II MV=7 SY B WNITLE No 12•ND E' �'� _`` I o zl.w• Q ``` 2495 G K3 Iv F DO NO DISTU R� a � \ \ .� \ t- � ,n a TERRY H & � L � HISTORIC PROP ""o o LY rn OB 2743 PG qT - ,�KELTRC LY R.LACKEYI '' '' + TYANN R. DRIVER ! ''��� 1 2.Bz• -- /F - -- Ai,IIK EIP _ I 1 1v �T 1� o 1 \ ` N��� •�\\ R, DS 19nBp� NC6 EY i$1Q \I = m DB 10303 PG 152 \\ `\ \\ I� �T \ x ISFD / 1 n KAZMIR RIZNYK & g ri 3ID OB 158AO R1 YK- _ r / DB 289 PC U IS -PG-1 yv JBM6280 G 1i36 - / $TA DARD V DITCH/�� _ J / t 1 TA VI C 4 i _ - i� y ! T I / - - / i ROY D. MILLS. G TRUSTEE 'I REA )VE B Eip 9725 PG 1 // 11/ �l -- /\\ e _1 T s V I /\ �E ' A� m / 14 DI i �� 1 SPEC T D1T tW AT/ 3 G MANUFXCTUF*G.DK. DB 5T,r6 _�1 J/ 1 / SFo Ili r� -a i i/ �• I/ SPECIAL CUT DITCH % c / RIC DS 255 ARD G. GODMAN AT BACK OF] CURB L"' C C / // I / �/ `r "\\ �� \ 114 DB 358 PG PG 505 sEE DETAIL, 24 /'� / - / 1 / / /� . 1 � i / / �� 1 A / �J m k / I I I /d' yl . V l l �, � � 1 m ' // I i i••��•`•• ,.• li" � I 1 -a --% � // I I \ \ \ 1 I :/ / �/ Ii /�`I \\\ ` A ; 1 _ ,I / / � \ / / / % / 1 / / / 1 1 1 I I it 4uM �eFORa,,, \ \ � �-•�- -- y ;A,- sou 1 / \ / / �,N• j/ �� // ! _ l ��.,�/ l II II "/ �/I I I v �" \ I j E / I II \ / �jv i j / - J J J i i I /R'E WILMaT�---- / / g40at+/ , / /i/jl/I l I i /J DB 2X4�P& 04_ \ \\\ / / / � I 1, •••-•.,�• / _ ac�X 2• � //// � / ���/ I l / —� 6 0K TEE C / /l III l FROM SITION\ Vol Iy XIST \DI NB� II I B RI RAP AR. NT �� ��\ I JI^l \ e \ �- \ \ \ TOE orFCT '1 L I' - - _ - - i i' \ I I \ \ W/CL P�RP.P X /: �I I% l \ _- waeag23. / \I a i� - �� I / \`i i �\\\\\\ \ cn / 111•!�� '_� i / Y��yT- \ \�__ /ix DB x IP MAP' IP a / A �/ /�I v tiK• -��� / /� / /� _-�/ vsAvVAAAAA\ I �A 14 Dw w,rc �x - ,i �vv�vvv s�GF Eli/ \\\\\\\\\\\\\\\ \ Mv n 1 1\ q/ a \- m a� - �q cbc i �jY \\\\\\\\ \\\ - ,!�� ` SITE #36 j w! ` t �/ SEE SHEET 34A ulAI / a� 1\ 100, 0' 100, QFi!1\\ 1 \\, I I \ \�\\ GRAPHIC SCALE SEEETPM PLANS FOR LAYOUT AND LOCATION OF ALL CURB RAMPS. I I BL'JTHE I NqD �BSRS PARCEL NO. PARCEL INFO TAMMY GOODMAN & 90 KENNETH COOLEY DB 2620 PG 64 DAVID P MAULDEN & 206 wife. BEVERLY M MAULDEN DB 4383 PG 330 285 INEZ COOK STEELE DB 1964 PG 123 HORACE MILTON THAMES. J 232 CAROLY TENNENT THAMES DB n26 PG 321 \ " x O u \n KI\�HLEE�5T6l1!�j .\ c;B IP INS' \ ARO-A- I ZER MARGARET Lri63-PG�15 HW - WITHIN•[ THE LI CS - - C-Lklp / \ 2- SEE S X�FQR�RQ ABC�� DETAIL \ \� SEE, HE 3=AW FOB M H-DETAILS SEE SHEEL 96 FOIt-YZ SEE' SHEB'i' 96 FOR -Y17- ROFILE � SEE SHEET 96 FOR -Y17 C SEE SHEET 97 FOR -Y4- P NTRAL- PROFILE ''FILE SEE SHEET 116 FOR -Y1- P OFILE Hq0 8�'V SRS 2p�� PROJECT REFERENCE NO. SHEET NO. 1-3802A 34A Rw SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER 1V BL'J- THE II � REI WILMOT G /' DB 21 4 PG 04 ' ^h //� — —E 100' DUKE P X— � � I Wp 2,. E � y co,. ..'DUKE POWER R/W INEZ C OK\STEE / �= �E DB 196 PGI� 123 I CB/ �_ 2q°C&G C. =�� ,S\ �\ \ B \\c� L B RIP KATHLEEN STEWART m E o f �� F i I \ NS DB 318 PG 32 e TOE OTECT1 \ �GTD ST 7 SY GF E Ie W/CL B I RAP EE DE TA 9 C --E _- e CABARRUS COUNTY - -- - --- - DB 2204 PG 313 l T I PG 326 I cv�i I ----- --; / X DB 99 CB I I boa° �a DUKPO WE WER R/ \+ I RAP �,� I — NZER ARD A & X \ T 5 'TONS\�/ I i NZER MARGARET S�( GF�'/ i 15' s B 1563 PG 15 iX Q RI \ — — — 3 „1 R I I 1 s ESTONS g^D _ P 1 - -- - --- - ----- W TH q THE LIHW DO F IP T 7 Y GFEXISTII$G OABIONS X i I oz k \ FOT z ss 3� o I I I I CL I RIP RAP Qo III EST 15 TON SITE #36 � PERMIT DRAWING �z I EST 30 SY F N MODIFICATION DENOTES TEMPORARY 10/2&,2019 FILL IN WETLAND I I Qe �o�� Cl DENOTES TEMPORARY IMPACTS IN SURFACE WATER v J so• o• so• y W DENOTES IMPACTS IN � v� GRAPHIC SCALE SURFACE WATER / a ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ I I I SHEET NO. PA N -^ PROTECT REFERENCE NO. I BRINCKERHOFF W°�..a� 1-3802A 34A I � RW SHEET NO. I ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER HqD �820 SRS BL'JTHE I N. B /PEE WILMOT- DB 21 4 �� 04 \ \ \\ \ _-- - \ \\ 1 �E 109 UKE P I \ _ \ V / /W / INEZ C 5 T E E —�� 1 DB 196 PGA �?3 v i — CB1 v vv v� Ls 4"C&G—%E A __ \_, I\ ,\ \ B \� L g\ Ip-KAfHLEEN,�`s- �/ 1 o f v \\v \ I xo `vw`v v v G 3Z�J v N' 6�6 318 Ev vvo TOE OTgCTII \ vI T�vvv SO S�GF j vvvW/CL B 1VkAP 612' X-DB i�- R 32 \\\\\\��\\\ N� \\\ I\\\\\ \ / CB \ I I / \ 0�\8 a"\\GI - - - ------ - / \\\\\\\\\ \\\ \\ \ \ \ — oa- I I \ i I' W I�IZ- I P RAER - AR�—A—a' P — — \ I \ \ TONS N7-�R MARGARET _--- GF I / \\\ \\ 1�63 PG I�' \ \\\\ \ \ I I 7. TH I THE LI F \ IP -- X gs \\\\\\\\ \\\\\\\\\ III I \ \ -� ° \ \\\\\\\C \\ \\\\\\ \ �\ \ o I I L LRI P �t,4� �vvvvvvv vvvvvv vv v 3 , I v _ — \ \\\\\\\ \\\\\\\\ \ � I I III ,-ESL -VON — S �1 . —_—_--- \\\ \\\\\\\\ \\\\\\\\ \\ �2 III I l % G \ ' -ES 3d°2S� F\ - °$ - - - PERMIT DRAWING MODIFICATION o\ \\\ DENOTES TEMPORARY I I / I I1 / ` 7 `\ \\ ��0��% FILL IN WETLAND �I i I! I 1 \\ \�2 �� \\\ \\�'� \ Q \ \ / �— \ DENOTES TEMPORARY \ IMPACTS IN SURFACE WATER 50' 01 50' y / / LIT — DENOTES IMPACTS IN \\ \\ \ \ GRAPHIC SCALE WNW// SURFACE WATER \\\\ \\ \I \f\\ \ ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ / PARSONS PROJECT REFERENCE NO. SHEET NO. BRIHCKERHOFF ='",,w- 1-3802A 36A v-9Q RW SHEET NO. DWAY DE DENOTES TEMPORARY W0 & MT � ROAENGIN ERS GN ENGINEER IMPACTS IN SURFACE WATER F F F DENOTES IMPACTS IN _ oho U�U -R3Z _ _____ I- . F SURFACE WATER c 1------- ---- °o CONC WW -- � 7.3' CONC. HW MODIFICATION �, 00' TOP=680.21' I 10/28r2019 i5. / �' 1V BL`J-THE I I V - 50' 0' 50'moll / ff iiii•i•i•i•i•i•!•JJsfE�ili ffEffff�� i!'fff I I ' EEEE...... I IIv GRAPHIC SCALE �� /ZJ 77—Y�� \V �,� �/ EDDIE B & WIFE F- PERMIT DRAWING ��� IAA CONNIE G DURHAM N — F SHEET 73 OF 128 �� / DB 568 PG 508 JANIE VFHALYBURIFO ti \a I�/ DB 482 PG 363 �P� �P Q TEMPORARY 36 IL HWi_ NED PI Fh� JE JO L„ ' r�i%/ Fir` �� j \ \ ' I \\T TD F PERMANE URFACE 2 PIPE C�i1Ttt H L \ I WATER I C GR B HA`RV r� SEE Ef #17;" 1 R c� rn Q DB d _ NOEL C r d \ GTD N/ DB 7 ' ARD 'V'ITCH P o \ \ DETAIL #\moo \\' \ \\ \a ------ C _-__ h C N M rir/ /G HW 15, RCP-1 C ,,, _ �l o� BERM 'V' DITCH \ a ✓ �G ,pI r _ �o \ o SEE DETAIL #1 XISTII JB m \ b RCP Nc� /,-w/ H CB a \ 48 42 RCP- N III e J Conv. o JB — CB 0 o C Q�O GTD 15' .RG.E-1 F I C o PQ OF ti �' 0 F — vy lot'. GTD \ . GTD SP 1 -�N��'c GTD c� b \ OjCB --- , I E aV 48„ I 160° 4 P \ ;� -� ---�v F '��� / ORIA KACORRI a " _ ��\ DB PG 206 - I OL - R V1 S� C c' ROLINA OIL CO °I I ' t I z OF 332 CONCORD INC �� Q w D� 693 PG \off o� \� p HW 474 PG 577 / F C ��<vIP=672.14 — ° T IN-662.84 oUT=662.79 (15"VCP N \ RICKY . & rn �s oQgQeQ ti F- S0 O �� O EXISTING \ AROLYN B WRIGH c� ---. B 463 PG 232 SITE #22 f� PIPE Z9(JTPL�Z) N <D, � C HAN N L \ TEIARY SURFACE SEE DETA #17 LINE BED W/CLASS I RIP RAP %Tfft IMPACT k \ FORM SMOOTH TRANSITION CAROLYN G. KEE Q FROM PIPE OUTLET TO EXISTING DB 10375 Pf; IF) J' I , OYp STREAM BANKS I \/ ---------------------------------- I I I I I I ' PARSONS -^ PROTECT REFERENCE NO. SHEET NO. / BRINCKERHOFF I-3802A 36A RW SHEET NO. _-!A� _ ROADWAY DESIGN HYDRAULICS DENOTES TEMPORARY-703----_—_—_—P — — — _ ENGINEER ENGINEER -` 701= —--=_ —7 ------ ----- — — lL IMPACTS IN SURFACE WATER _----_-/ DENOTES IMPACTS IN z- - --___ --==- - - - 7o�_ SURFACE WATER o MODIFICATION '/OOT��/�J,--" riI � 3To��so:2i'`\ 10i28/2019 I. i. / /tom\\ \ \\ \ems,\ // // I BL`=THE GRAPHIC SCALE°.` / \ \ I \ I I \ \ PERMIT DRAWING %� �^vfie // ����v f�DDI� B y HF� v v I v II F \ \&� �I -- /� (o/ j�/ \ C I�iN.IE � 0 \ \ \ \\ \ \ \6 / I F - SHEET 74 OF 128 ,� �9' /' g6\5'�8\\PQ \ \ \ \ l�ANIE V 14L�\(BUOON \ \ \ P6 363 - - �- it �N. Q \ \ TEMP--ORARY 36� _ — I Al \ NOD I \`' F\ PIPE JT ICE NE :.. __i C) L*t i Fres L J �I� s I *A DBB� , sb \e /, SEE Ef # 17;� \,, /' IRI I c� \\ _695 NOEL C c ARID <yV\��TC o \ / \ \\ GT \ o\ \ \\ \\\\\\ \6� \\ DB 7 \ DETAIL AfS3TD\ -�-- \\ \ �6B se6 \ \\\\\ 1 ` s ~` \✓ M ISM VE 5 ti Fi HW I A JI __✓ G I ;=678 C -_ I o� .I XISTII--- /JB \ iff RCP- \ \ ° -\ _- _RCP - - a ((6 Y y — pp of 12 GTD _686- c ee� C 15'a RAGE -'I _664- � /. Co s , Poe 'y TD — /\ \ 5j• V��vv �v -� v Fv g I \ ar E n/ / 18"�� ,eL \ IA KAlQORRI E \\ 48 — \ V S INA -OIL CO l i I 4 ` 673— -�, T ,X,ROL \_ OF CONCORQ INCrn '�1' I I, `\,\ \\ \ '"�; P_\ D 693/ PG 1332 v �,____ �- . 4� PG 577 =�= s C'3 HVIiOUT�66224.79 (hT"_v1 \ - �\ ;� 1 \ ♦ \ \`:� �� � \ \ vvv ICK rn v v vvvv EXISTING \� \ AROLYN B WRIGH \ -� _ \ \`\`\ SITE #22 I PIP i�il(& z a "=\ -7, \\ \\ B 463 PCd=232 f / . \C - LINE BED W/CLASS I RIP RAP / TRY SURFACE SEE- E3€ G \\ \ \ \P FORM SMOOTH TRANSITION \A%T\Ekit IMPACT FROM PIPE OUTLET TO EXISTING h POP0� CAROLYN G. KEE DB 10375 PG IFn J' STREAM BANKS I ------------------------------------------------------- a DETAIL 44 CHANNEL CHANGE AT PIPE OUTLET ( Not to Scale) — Na�tural Croun NWS SO _ _C round ti. GEOTEXTILE, TYP. — CHANNEL BED Length = 51 Ft. (+/-) (Variable) Min. d=2.0 Ft. Type of Liner = Cl 'I' Rip -Rap No Rip Rap Shall Be Placed In Channel Bed FOND zr CL 'I' RIP RAP Ln EST 35 TONS EST 125 SYGF CHANNEL CHANGE AT PIPE OUTLET SEE DETAIL 44 GRADE=0.35% (+/-) SEE SHEET 28B _ UT' TC9 r O - ----- a O C M C 2GI 7 Q N -- -- 4. J1-85 SBL —_-- _-- L 'M n �j DETAIL 60 BANK STABILIZATION ( Not to Scale) Not Ura� _ _ Natural �aUD �{.�. y'"y� NWS r ryP - 2.0', TYP. GEOTEXTILE, TYP. CHANNEL BED (Variable) Type of Liner = Cl 'II' Rip -Rap TEMPORARY IMPACTS IN SURFACE ERS CL'I'RIR;''RAP AT EMBANKMENT —y/,3RPB— ST Stc. /0+00.00= SEED AIL 61 -L- POT STA.410+20.46.59.00' LT /' CITY STANDARD TAIL BASE DITCH W/CL 'I' 48 TO IPE=6 E=9.90% (+/-) SEE ETAIL 43 OF CONCORD O HAZARDOUS SPILL BASIN 2 SEE DETAIL HSB-2 p 65 0 FEN OP PIP E= -------- __ BURR If "' TOP- s'D1 ALSE SUMP EE DETAIL 2 R .� 8-PVC m. X `s TIE TO EXI i F C F �� J H ENDWALL 24" CSP W2 ELBOWS /j 48" CAT-1 1�2,GI- EMOy JB -- BST TRA --- R T — 2 RIF�FIRAT�LEV— -- BST Z�' rr /4 -- ---- 15" RCP -III 1 610.0 LF ?)F 30" h 0.312' SW ITEEL CASING I LINE SEE DETAIL 42 MTL GATE TDE CL'B'RIP R, EST 1 TON SPECIAL LATE L BASE DITCH EST 5 SYGF LINE W/CL'1 8 .0 LF - "DIP SEE DETAIL 4 m (PER \ CL'I'RIP RAAiiANK ti 'ES . 5TOHi ' RGE F ` SI E #27RGE F T SI E #27 EST SYGF 5 F NE BOST .R TEMPORARY I ACTS ISEEIN SURFAC SAE T 2< ATERS DETAIL 36 BANK STABILIZATION ( Not to Scale) _-- -- rouatural >roun �.�sT"c z.,To nFNWS - nd 2.0', TYP. GEOTEXTILE, TYP. CHANNEL BED (Variable) Type of Liner = Cl 'I' Rip -Rap No Rip Rap Shall Be Placed In Channel Bed EST 2 TONS F F — — — F- 18" F REMOVE o TB 2GI DETAIL 61 RIP RAP AT EMBANKMENT ( Not to Scale) 10'min. Ditch 1.0'miJ 2 Grade � .0 GEOTEXTILE NWS Channel Bed Type of Liner=CL 'I' Rip -Rap / N HAZARDOUS SPILL BASIN 3 SEE DETAIL HSB-3 vvi SEE SHEET 28C M TEMPORARY IMPACTS CL ' ' TOE PROTECTIC CL'B' RIP RAP ITE #285j IN SURFACE WATERS SEE ETAIL 35 EST 5 TONS \S CL 'll' RIP RAP BANK EST 16 SYGF 1 EXP LIZATION, TYP 'B' RIP RAP ED 8'DI TOP PIPE- a 'STABIEE DETAIL 60 iT 3 T01R5 PI E EST 110 TONS s '/' EST 495 C 'B' RIP RAP ST 11 SYGF E 1T GF m F U�q' F 113 15" CSP _--- -- F \ —_Fi ELE _ I 2GI It GRAU 350 CONC. FUNNEL A TOP=689.83' C NC C C C ` — — _ c sm c PEN END " RCP III =X— TOP=694.75' NV=678.71' SPECIAL CUT����.��'Y1ITC4�i SEE'�D�TAIL 4$,,rr�� f7 `W '90 v � 15" RCP -III \ti IIIIIII'�'".. _- WENam- ME M.00 '�" ................. ............ SEE DETAIL 12 CL'B'TOE P T E DETAIL IEE S. T 2 DETAIL 45 CHANNEL CHANGE W/FLOODPLAIN BENCH ( Not to Scale/__ posed Natural rGround Ground NWS �—_PFiII5lope GEOTEXTILE I o Floodplain Bench Exist. Channel Channel Bed w/Coir Fiber Matting Min. D=2.0 Ft. Max. d = 4.0 Ft. B = 5.0 Ft. b=Varies 1 Ft. to 20 Ft. Type of Liner= CI'II' Rip -Rap On Banks & Bed, 2'-0" Thick Coir Fiber Matting on FP Bench IN EST E CL 'B• PROTEC. SEE DETy PROJECT REFERENCE NO. SHEET NO. 1-3802A 28 RW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMIN,4RY PLANS DO NOT USE FO•• CONSTRUCTION d� BLWTHE mRuw�p sHO 10� 1025 Wade Avenue V S E P I Raleigh, 89 27805 C Ia. 9 9 -789- 9 9 ENGINEERING 8 Fax:919-769-9591 C O N 5 T R U C T 1 O N License: C-2197 100, 0' 100, GRAPHIC SCALE PERMIT DRAWING O SHEET 93 OF 128 O J DENOTES IMPACTS IN o� SURFACE WATER (V LL LL N LU Z m � DENOTES TEMPORARY = IMPACTS IN SURFACE WATER V Q NOTES: 1. EXISTING PIPE MAY BE RETAINED FOR TEMPORARY DRAINAGE DURING CONSTRUCTION. ONCE PROPOSED DRAINAGE SYSTEM IS INSTALLED AND FUNCTIONING PIPE IS TO BE REMOVED. THE PORTION OF PIPE REMAINING UNDER NEW PAVEMENT IS TO BE PLUGGED AND THE FILLED WITH FLOWABLE FILL. SEE SHEETS 73 & 74 FOR -LSB- & -LNB- PROFILES SEE SHEET 93 FOR-Y13RPB- PROFILE SEE SHEET 94 FOR-Y73RPC- PROFILE C m C 0 0 DETAIL 44 DETAIL 60 DETAIL 61 = CHANNEL CHANGE AT PIPE OUTLET BANK STABILIZATION RIP RAP AT EMBANKMENT ( Not to Scale) ( Not to Scale) ( Not to Scale) 10'min. �o--- NNaatural G�rou[a�---�Miy qry� .._.._.. �.._. r uri I Croun NWS \to-�Grourid GrouncT chy y, NWS d Ditch 7 \�ti` d -� r�N° ° r, � 1.0'min. 2.0' ..----.. �.._� e e 2.0 ,TYP. Grade / / _.._..7 NWS I111 GEOTEXTILE - GEOTEXTILE, TYP. GEOTEXTILE, TYP. / CHANNEL BED CHANNEL BED I \I ! Channel Bed / Length=51 Ft. (+/-) (Variable) (Variable) I Type of Liner=CL 'I' Rip -Rap s; Min. d = 2.0 Ft. /� Type of Liner = Cl'I' Rip -Rap/ Yp No RipRShall Be Placed In Channel Bed % i Type of Liner = Cl 11 Rip -Rap a p aoceIA11 ° Av����NV\\ll I I.2 �� �HA�ARDdu�sblLde%sl�l3 ,s�� 1 ET158 S I/ ///p/ //"( RFACEMPACTS .: i� — \\ / I G\. gip \\\\\�I\\��\\\\\4� \\\\\\\�\ I I 1 I SEE P�I°'III HI�BI-311 I/ PO4D // L'I'RIP / S7 3� TONF 7 / / / lJ WATERS ry/'yj�/ /ARSEE�DETA� 4 / 1. /,6�//// //7� / SEA DETAIL 61- j / j� yfl/�// �r i/�� l,3RPP� /O�" O E. ooOO `iT \ \ P�� \ \ \1 \\ \ \ \ \ \ \ \ \ , \ T PC1Ri1RY IMPACTS CL ' 'TOE PRO I( 1\ \\ / / r 03d / CL'I'RIP�''RAPAT-�Mf� FW� �� _ \ / �i� /' % ) I / / /5/ / / // i/ / // / `� \ \� 1g�jECTJCjN ,6' 7 / //��/lid/ // /�/ / s ___ \ \ \ S� \ \ �L 'BURP RAP '��;/Jq\� \ \IN\ URFACE WATERS SE\ NAIL 35 \, �� EST5 \\\\ \ ��� \\ \ �� \\ 44"Y Y0 SCl�P BANK -\ U'�JsOB - SUS SR\ \ � \\ \EST116�rS � \ 1 \ = \ \ ['RIP RAPIP D iAL\ 1LL�BA�IN ` \ ' 'P 0 8•�' \ `3 r\ SEF�D�TR.IL HS�z EST 14o J J TCI9 o `SSE, i ( � + M I \ l C _ \ C0 to `I-85 J` SBL - _ \ \ - �_��// E I4ET ' f / a0 s N �95_' e FE E EXI s. FENCE F -24' ESP s W2 ELBOWS B TPA R T — BST-- - _ - _ III - �G _ 'emu-GF %- i-�— — S77 i'6 3� E$T\49J5_ B' RIP RAP ON / J S YSYGF �fOP �• \ s NV 6 v PROJECT REFERENCE NO. SHEET NO. 1-3802A 28 R,W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMINJRY PLANS DO NOT USR FO CONSTRUCTION i� BLWTHE mRuwS MIMCKHO �0"' 1025 Wade Avenue Raleigh, NC Te19 C E N G I N E E R I N G & Fax:919-789-9591 C O N S T R U C T I O N License: C-2197 100, 0' 100, GRA'IIIC SCALE PERMIT DRAWING SHEET 94 OF 128 a- n5'/ R T NG F NC P - _- F A_'-- �y/F/ MTL — — — REMOVE a 18" RCP -III _ - 15" RCPIII I DENOTES IMPACTS IN -—c— — -- — _ — - -- -- - ! 6§e�-SJ'B--- — -------TB JB /MH _ 9G----`— .. P —TB - 2GI -- 45" RCP -II — - — - __ �- r— � - CPI - — ,- =HF CN --SC7 _ — -". __ — In Ll�l — _ PER PLAM, — — �y 15" RCP -III asz _ — — 1 tg.CJ 7B — — W — _ -- — —c2 --- —----- T — -- — ---- ll.a BST � _ Z _ - 9z _ — — — _ `-__� COI�NffEL _ 6e9 — — _ 693 6 � FA —--��AI Lf - (I�ER END RPER l \ lE FO EXl / O� — \ 1$" RCP III 1 C � � DE IL 35. \ � \ \ `_� IIQ� �, r0P-694.75' P TERAL BASE 151T01b 3 / (. o � �- � �— ~ / INV=�78. 6m— �- LINE - —�. SEE DETAIL 4Q L/G�,TE Is"PVC O I Is^Pvc < SEE DETAIL 12 ICIIAITC TD TDE I6. \ \ >\ I I IEfT IBTpPi SEE { h \ SPECIAL LATE L BASE DISQFi I \ I I I I) I SI C�F CL'B' TOE P I6 LINE /CL (PERE IX V '" \ i O �s V E DETAq SEE DETAIL ���Ie7�/sr �xvvo-�rrce. ar.><r Irk 1' c„ gi 00 4 CL 'TRIP RA.P�BAN �\v— S TAB C1ATION P. ( =�6� V��r III 1I1I I I I �� h SHE �� 28� sEE,DETAIL' \ 5 /j5- � V� / / / , S'IE'M TONS /i�E BOB III,' )lsl/ l �I x \ EEST 1dO B1'GF DETAIL 45 TEMPORARY I ACTS, SEE (+ / w I \ CHANNEL CHANGE W/FLOODPLAIN BENCH IN SURFAC A'lRS" ` E �7 I I 0 \— (Not to Scale) I / b DETAIL 36 Natural NaturalNWS --- Proposed ___ Fill Slope Ground BANK STABILIZATION Ground - ------ 699 \ ( Not to Scale) d _ . ..L.. D tuEcrl..--- .y7H _-___1ptytral GEOTEXTILE R Floodplain Bench Exist. Channel roun er�sTNc z.7To NWS Ground LBJ w/Coir Fiber Matting a,Nr PF.._.._ �.._. y 2.0', TYP. Channel Bed Min. D=2.0 Ft. GEOTEXTILE, TYP. Max. d = 4.0 Ft. I I` ; I B - 5.O Ft. CHANNEL BED — (Variable) \\ b=Varies 1 Ft. to 20 Ft. 1 Type of Liner = Cl 'I' Rip -Rap \) I I / Type of Liner= Cl 'll' Rip -Rap On Banks & Bed, 2'-0" Thick No Rip Rap Shall Be Placed In Channel Bed Coir Fiber Matting on FP Bench CL 'B' W W LU 7 M DENOTES TEMPORARY = IMPACTS IN SURFACE WATER �1 UgnEST 6 S \]EST S`F 2F�5 \ 1\\\\ A I \T ), MPPbRAR _IMPACTS '� � ( \� \INJ NOTES: SURFACEERS 11 �\ 1. EXISTING PIPE MAY BE RETAINED FOR TEMPORARY DRAINAGE DURING CONSTRUCTION. ONCE PROPOSED DRAINAGE SYSTEM IS INSTALLED AND FUNCTIONING PIPE IS TO \ \\ \ \ m� BE REMOVED. THE PORTION OF PIPE REMAINING UNDER NEW PAVEMENT IS TO BE \ PLUGGED AND THE FILLED WITH FLOWABLE FILL. \\�\\ J SEE SHEETS 73 & 74 FOR -LSB- & -LNB- PROFILES ✓ 1 / / / ((/�%�/ SEE SHEET 93 FOR-Y73RPB- PROFILE SEE SHEET 94 FOR-Y13RPC- PROFILE PROJECT REFERENCE NO. SHEET NO. 1-3802A 28C RW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMINARY PLANS DENOTES IMPACTS IN DENOTES TEMPORARY DO NOT USE FOR CONSTRUCTION SURFACE WATER IMPACTS IN SURFACE WATER d BLWTHE eRPARSONS O I R.I Wade Avenue V Raleigh, NC 27605 SEPI Li O C ENGINEERING S Fa.Tel99-789--E59 1 C O N S T R U C T I O N U ce95B: C-2197 O 1 ^rI N 50' 0' 50, v / GRAPHIC SCALE v PERMIT DRAWING SHEET 99 OF 128 CL 'I' RI I�'RAP AT EMBANKMENT -Yl5RPB- ST Sto. 1Of00o00= Q10=15.4 CFS -,, TEMPORARY IMPACTS SEED AIL 61 IN SURFACE WATERS -L STA. 410+20.469 59v00' LT v10 = 7.2 FPS n CL 'B' TOE PROTECTION =POT - 0° p CL 'B' RIP RAP *% ITE 20 SEE DETAIL 35 EST 5 TONS CL 'll' RIP RAP BANK CITY OF CONCORD EST 16 SYGF ,+, STABILIZATION, TYP. STANDARD TAIL BASE DITCH LINE W/CL 'I' HAZARDOUS SPILL BASIN 2 SEE DETAIL HSB-2 65 CL 'B' RIP RAP EST 3 TONS SEE DETAIL 60 EST 110 TONS ss EST 495. 'B' GRADE=9.90% (+/-) +O EST 11 SYGF CL RIP RAP SEE DETAIL 43 EST 1 T ES YGF CL ' 'RIP RA _ EST 2 To F - - ES 7 G o A 8"PVC ss --- ---- D RESET EXISTING FENTiTT-- -----------=- - TIE TO TO EXIST. ______ FENCEF___ ___ ____ ____ ________________ `;I ,''/=----LBOWS ---- ---_ _�-HW -__F __________________________=_==========__F -------= v F___ ��_-_FiW ELBMOVE -=_-_=_=_=_=-=_=-============ — --- ----------- Ln -_---s---- ---s--- - 2Gf 2G1 — --—L ---GI MY L --- ---- ---- ---- �\ 1 �°p REMOVE 18" RCP -III �w 15" RCP -III SB TB JB w/MH TB 2G1TB 2G1 - 15" 1�GP-I -�---� - � "-RCP -I -fIi-LL TB 2G1 72° coNC REMOVE DI TB 2G1 7CONc TB M aA \ 1-85 NB TB 2GI TB 2G1 Lu REMOVE DI PROJECT REFERENCE NO. SHEET NO. 1-3802A 28C RW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMINARY PLANS DENOTES IMPACTS IN DENOTES TEMPORARY W NOT USE FOR CONSTRUCTION SURFACE WATER IMPACTS IN SURFACE WATER \ \IIII 1 I / / s � I ! l I l l / / J I � ' � � � / l�s I I / �'l / / / / �/ / / � i BLWTHE �PARSONS � / / �S i i S i � / p"t, I 1025 Wade Avenue Raleigh, eie 9-ass ss77s 1 1 1144 E N GI N E E R I N G 8 Foeme: C-21971 CONSTRUCTION LIGEOSB: C-2197 -7i� // IIIA /IIII III wI I I C\\j/ <� so' so' GRAPHIC SCALE 11�1l ` v v PERMIT DRAWING SHEET 100 OF 128 v v v v v CLv ' I''j�AP_ AfiM�AE�IT I I l J L/ p / / I %/3�1PU— - v -ST StG- l0fo ��-v v v v v v Q10�15.4 CFS \ v v v v s ,TEIvMPdMRY IMPACTS v yN ` I v v FN WATERS �Q SEt/ / v / T� i/ POT \ �� ST A. �10 �POe�69 �v00 �T �s v v v V A v v V V10 7.2 FPS \ V� \� 1 1 A \ \ V A V V v SUS CE v v v ` w' � �� ` �L\ EI POTEC 6N , � � 'B' P, P RAP v v v SEES D€T IU 35 �� v �\ T 5 TONS v v v �� WvRAPS v v /IT Og SON dB��—, ` \ \ ��� ,— \ � v v v v�6 SYOF, �A� 11 A V A v v �� vS�A�FLI c� iF�. /,� / i I��cJ��ES -S 6 /��� Bi TC`F�/ // / / /�-I % / i ZAI�DQI}S�SP�Lfi BASIN �� �v`vSEE,DETAIl HSB-2 O � V •_� C P - s� ST 3v" I�S� v I \ I V Av � A� ��v Q �� �� -x v w `BEST 1J9 Td�& / l / °ems-- / \ 'd s I v Y� v ES 11 SYG \ \ I ��� �_, E T�495 �,ti v \ \ SQL �B' qp\f SEJE-)���������/�����4/ v v I /Yi'� - / --- /PST � ING FENNC ��P ,�/ �, --------- - - ----- -- �E,n�c�= I---- t--- _�— = ---------- _ ---- __=__=___=__=_ -- / / / SL10 Jam==; / F 1 ------ = — -__==�-y __-_--__-\='_` _ --- '- = -_ - 3 _ --- - --------- ---�` - - -= -_--=--- - - s - ---/ -- =y�y -- ---Lsy-- ---_ __- =y----------- - - - -- - " RED---_=' 1� �1 � 1vtOVE 5 r ------- ---- - -- ----- -_ ��-----_-« - — — — — — — --- — — — 5---= ---- ----- -- -_ \ �_---- -Gi -�--fi- — — — — - — ----- � ——...-.- -----— — by--- - - _ �0 -___ _ REMOVE __ - \\ \------ 18" RCP -III �w ___--' 15" RCP -III \\ �ti _ --- -- -- --- �---_----- - - - -_---tip-� -------------------- -- - - - - -- - - --- - � �, - - --- - - - —�J� - - - �-- -- - , l -85 SB - - TB JB w/MH ------------- �5��------------- - _ TB 2G1 \ \ �� --- -- 7 -_ _-0--3� - _ - -_ --- 1�GP-I = _ - - -1-"�tCP- - ___ ---�,\ --ul 1sy -- -TES 2GI 72" C�� -� --TB 2G1 -- - -- � - -=ss---- sy-- ----_1-85l—' -- - --- `- ----------- TB �� �„ ------ _ ,--- \ �2—G]---�--O,5 w--- --- --- -----� - - —--� -- 6 6 PROJECT REFERENCE NO. SHEET NO. 1-3802A 28D RW SHEET NO. ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER DENOTES IMPACTS IN DENOTES TEMPORARY PRDONG USE FOICYSTRUCLTIlINS SURFACE WATER IMPACTS IN SURFACE WATER �ootiS�'S� 18" REMOVE a g - - - - -- — .g���+.1' -------Z--- T---�-�#--�_ BLWTH E Raleigh, NC 27605 SEPI 1025 Wade Avenue - - - ---- GI -z---s---- s---- �GT 2GI \ \ -----L---�-- - ---MTL _ _ Tel 919-789-9977 Fax:919-789-9591 =0 REMOVE C-) \ \F ENGINEERING S C O N S T R U CT I O N LlcenSe: C-2197 18" RCP —III U W 15" RCP —III Rep 50' 01 50 1 —V 5 ✓B TB JB w/MH TB 2GI r� \ \ �� GRAPHIC SALE ��-��B CGS -_ -- "MCP -Ill -------- --� "�iC - - --- -= PERMIT DRAWING REMOVE DI TB 2GI 72° —Co N-C TB I a \ \ TB 2GI 72' Cow SHEET 101 OF 128 1-85 NB TB 2GI 4 Z \ \ TB 2GI W REMOVE DID _ �y Lui TB 2GI -Yl3RPC - N \\ \ COLLAR AND -- - XTEND_ GRAU 350 I ,z------z--- ,----_--- 1 ---z---�---r CONC. FUNNEL----r--- �- '��,, ---------- C NC FA SEE E D TAI L 22 \ C C __ t - C ---�' C GRADE OPEN END TO D - - -- 18" RCP -III = Q10=0.2 CFS S V10=1.7 FPS a 0 N ss s 15"PVC SPECIAL CUT 'V' DITCH �1 ILCg � c� tsj SEE DETAIL 12 SITE #28 c O CL 'B' TOE PR6TE&-iot4. TIE TO EXIS v' E DETAIL 35 FENCE \ �� Q) I� Q10=1.0 CFS Q 10=2.1 FPS I � Q- O co � II � I � I J 70 TEMPORARY IMPACTS I N SURFACE WATERS U BRANTLEY LEWIS K TRUST LOCKLEAR RICHARD DWIGHT/TRSTEE Q- .f-n 43 - QZ ``\-BASE DITCH E W/CL 'I' S IL 43 GRADE = .89% -) 'I' RIP TIE ES N ENCE CL 'B' TO,E-' ' PROTECTYf� o / U^ SEE DET CHAN EL GE /FL DP IN B H S /45 G E 45 C (C DAMEST b ONS EST 7 S F ;OIR FIBE MATT �200 S I DENOTES IMPACTS IN DENOTES TEMPORARY SURFACE WATER IMPACTS IN SURFACE WATER -f5 - M-I —LIJVI—{- - --- _ REMOVE ` - s 18" RCP -III �Lu _- 15" RCPeke PROJECT REFERENCE NO. SHEET NO. 1-3802A 28D RW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMIN jRY PLANS w NOT USR FO•• CONSTRUCTION 13 BLWTHE I 1025 Wade Avenue Raleigh, NC 27605 C Tel:919-789-9977 ENGINEERING S Fax:919-789-9591 C O N S T R U C T I O N LiGenSe: C-2197 _ 50' 0' 50, i hy-------— ------ GRAPHIC SCALE =h 5- '- - _----- - - -TB JB w/MH 1 -------------����-- ----- TB 2GI\�� _ _LF� [8=-�BG� _13-41IFF - -I = FIF PERMIT DRAWING _- TB 2GI, 7z° c lEmO D __TB 2GI ----- -- 2, coy,---��y- TB I ate- \-�_ - SHEET 102 OF 128 TB LJJ ----L_85 ----- F - ---- - - -- ----- ---- --- --------------- --� , J>��GL ------ -- ------------ - - �sl -JENEW �� co �s� TB 2GI hy - PC- -- - - - \ COLLAR AND - — - --------- - ----- ------TEND--------- _ __ - -- GRAIj L _-- =----- C0Nt� ttNNEL-53y--- - 53�4 - -- - -- - - - - --_ _ - -�__- NC ------- FA � / C/-� v C -----� --.— i C s v 6\11AiQEv - ��- yhy- OPEN END"TQDP, v `ss 18" RCP -III v \ S ss , 15°PVC / _SPECIAL CUT 'V' DITCH _ - _ ` r ITC ) SEE DETAIL 12 v A I V _ N ------- # =- 169 -u p = - ` \ \ \ D \, \ CL �B' TOE P I TIE TOE `o` \\ \ \ \ ,'11,� - - 8-�\/ Q =\ sy E DETAIL 35--FEN \� \\�\\ \ \ RIP -- ss _ - \\ \\. ES -TON TIE �ftfff/, ENCE Q1A=1.0 CFS \ \�� \\\�^\ CL B TOE- gyp' 10=2.1 FPS `v \VA s� A PROTECTI� SEE EL P IN -- ,f45i \T j� J �s `v�Q_ ��� �� �� ,t TEMPORARY IMPACTS v bq ST 6 SURFACE WATERS U \ EST /5 ANTLEY, LEMS �vTRUST LOCKLEvA\R RICHARD DW`IGHT/TRSTEE\ OIf� FIRE v \ r RA DAIS > F \\\\\I V \ \\\ \\ % A�T1Fl , I Q10=0.2 CFS V10=1.7 FPS -Y1nn3a..nnLANE ST 203T rrsTSz%�ws 1dIIbG -L-I-85 DETAIL 50 PIPE OUTLET CHANNEL ( Not to Scale) NatlaL--- ¢--- N�a�tural �ounT / NWS to S--Grourid d GEOTEXTILE, TYP. CHANNEL BED (Variable) Type of Liner = CI 'I' Rip -Rap No Rip Rap Shall Be f•. Cy 'I'A - till `LJ is �a•ro s. f 4 / ro WO pp c 1pwio \ Y r _L- Fix .4 66 �`' END MWE -113- STA30 mm �a z• \� \ ENO .SCAB 51 1A +5W2 z 4, , e x CENTRAL ISfANO 4•S ` z4us / P ' ° \ \\ m: PC S1. 0+00W e , �s mil•£/. %h \\ ga. Ji `�zit:n s.E 0 ox xirtR DENOTES IMPACTS IN SURFACE WATER k- v PRBLIMIN RY PLANS o'Z 5"S/IIIKU zoo' C' 200' .o.x �SEPI.— I & I\ I GRAPHIC SCALE co.f.c>sx ° 11. PERMIT DRAWING Sa2+0B07 I SHEET 104 OF 128 \ o Q CENTRAL ISLAND -A PC SIa 0*W.00 \ \ CENTRAL ISLAND -A PT Sra 3+7693 -n3- STA25+14DO O 1 /�J -Yr3RPH- PT SIa. 24+6578 -- - ILIA rx nxx ens R a x "nvv su........ . A- PT �51 � /1) a _ :.. ,SEE C SHEET 29C ooEa.76oxxE o°xx.� EET �9A Q.� - ca a aessc TEI P RARY MPACTS \ \' / SITE #30 $ II SURFACE WATERS \ / zun iS n.z ro°uz nv sss \ #29 `Y/-YAPq\ �E 2 ry / / v J9 v /P y� yT < TEMPO RY IMPACTS O c w °Q Ey, IN SURF CE WATERS s Naf verruz II— z " � r BEGIN APvaDACx _a,, . , �"i'3 �w- � - ✓ Z NEll aF.a c TEMPORARY IMPACTS WATERS ,� y n,N _ � i ruse zu 's za eoe.'`a"n rA V � I am wo-to it* m D�, FEMME, SIT .._..w�..c „ SEE 30 � DETAIL 51 SHEET 29B P"e CHANNEL CHANGE AT PIPE INLET /OUTLET -Y13RPD' ( Not to Scale) / Y13RP0 23 9191 \ / LANDS--- NNaatoral / szy Croun� NWS l ,,O --Ground �I�.._ t�ti d 3WI • Y GEOTEXTILE, TYP. CHANNEL BED (Variable) `" l Min. d=2.0 Ft. Type of Liner = Cl 'II' Rip -Rap DETAIL 50 PIPE OUTLET CHANNEL ( Not to Scale) -Y13-LANE ST \I\\\ Natut SE�--- Natural \ �ounT r NWS to—Grourid o -L-I-83 %Iel GEOTEXTILE, TYP. CHANNEL BED (Variable) n 7 Length = 30 Ft. Min. d=3.5 Ft. Type of Liner = CI 'I' Rip -Rap No Rip Rap Shall Be Placed In Channel Bed _ate— - .< 4` :. ,\) c sc N � \ / �_ .�n ✓ N>— I e � WO �— 'I -e zm 11�))IIIIIII(llllla\� „z A� rcmS c \ a — _ — Ex0 BRIDGE STA30+. END Ae RuxN \ 9 } Ml3NTRAL - PI SIa. 32 \\\'CE00m � n _ i L a, \ JIIIIIIrs ll Irrll ��_r — l/ \ / i I �� ,� l (fill✓i1 y I/ a`\ \\ ft/. I 1 \\e\\/ \ S > �\\\ J \ \ � � i -. �— t ' M,` I I n3Rnc- Pr '\ N somo9sEr+ v k� v PRBLIMIN RY PLANS Vol zoo' C' 200' �SEPI AAA\/%( GRAPHIC SCALE MT s1u. zT+oBOT III (1v 1111 vv; , v� >l;�iii PERMIT D RAW I N G vv`!�Wily� SHEET 105 OF 128 / ENTRAL /SLAND-A IT Sla =762 GEATRA IsuxO a P sra 3�ru9v . / / �/ j� ! x?� '%i i G� (�! I ! i % _r13- sTA25+14X - � �, ' ) IaC l l; / /� l ////// n //Sa" / /i/� .. ��// i � �/� � — SEE �/-r13RPe- Pr sra. zalsve A J... I I r �uf= yyi p�a///r // /lnr / / // a�i%/%/%� /�/�� VL�iJ 3 _ Y6 "A iii/: /� — /�///i/i� — / I o,/-- ;/,,,�� SHEET 29C #2 TE PORARY PACTS �j //J/Y/�/ I� X I� — .— - //J/ // �,... SITE #30 \ IN SURFACE WATERS - !/l"2aac� MPACTS WATERS- ° Nrz \ i I _ 1s�aa my 0 CENTRAL ISLoWD L o 1 1 11 i BEGIN o ) RDACN Y'll .Ill 1 1 \ Y — `= -� - — av-m� _ � _ Y ✓� R, uzz m� 1 musss � a _ �a m TE PORARY MPACTS a8.\\\ INMSURFACEI WATERS SITE I SHE 8.. i DETAIL 51 / H I — CHANNEL CHANGE AT PIPE INLET /OUTLET _= i '11\I m ( Not to Scale) AxD-B s/ 3 &%W Nat e _ uraI ! �\ , u,E z+TSBs - Groun WS roun .�t0 d \ .E xr �' �, \ \ \ CENTRAL ISLA40-B a I+BBEj � � GEOTEXTILE, TYP. CHANNEL BED 1. MaY T. . (Variable) �, /� ,\ GNUNB 536E 388 DENOTES IMPACTS IN DENOTES TEMPORARYW04/// �p�`3\ANEsj SURFACE WATER IMPACTS IN SURFACE WATER Min. d=2.0 Ft. Type of Liner = Cl 'II' Rip -Rap DENOTES IMPACTS IN DENOTES TEMPORARY SURFACE WATER IMPACTS IN SURFACE WATER - MEDIAN W' DITCH LINE W/PSRM :�:W �9 + I 1 i 2GI I tmruKAKY IMYAI I - ,I IN SURFACE WAT i FALSE SUMP SEE DETAIL 21 TO Exisr. ;E SITE AND EXTEND CL-wAo P DVE HW / FAH /EXISTING CHANNEL P " HW BURIED 1-FT v TEMPORARY IMPACTS IN SURFACE WATERS v m .CHANGE W/CL 'II' DETAIL 51 ITE 31 CL 'II' RIP RAP J! EST 25 TONS EST 100 SYGF PROJECT REFERENCE NO. SHEET NO. 1-3802A 29B RW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMINr4RY PLANS DO NOT USE FO•• CONSTRUCTION B L WTH E eR N KERHO I 1025 Wade Avenue Raleigh, NC 27605 C Tel:919-789-9977 E N G I N E E R I N G 8 Fa. 919-789-9591 C O N S T R U C T I O N License: C-2197 50' 0' 50, GRAPHIC SCALE \. HARTIS DIANNE S & JANICE S W r 6 6 m PROJECT REFERENCE NO. SHEET NO. 1-3802A 29B RW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER odN �OV00,11- ( 5�5� PRELIMINRco sTPLANS o DENOTES IMPACTS IN DENOTES TEMPORARY SURFACE WATER IMPACTS IN SURFACE WATER mmms -- BLWTHE uvacERFro - _ - _ - J REMOVE - _ - - - Fi — — — — — _ _ — — �— // _' 025 Wade Avenue - _------_-____ --- - - - - S E P — — — — —_ — - — — - — _ — _ — _ Raleigh, NC 27605 -LINE W/PSRM--------- —_ -------eOLL/AD _ CONSTRUCTION Liceme: C-2197 FiU z1Y — —/ --v ENGINEERING 8 Fax 919-769-95 1 �E-9ETA1�9 ---------------- — —_--soy-------- O 50' of 50, GRAPHIC SCALE C - - _VERfFY FI - O - = _ TAIN -- E COPERMIT DRAWING COLLAR -_ - _ _- � SHEET 109 OF 128 - REMOVE_ DI- 7 — n -- --- ----- _ TB ---Tyce ==--L1- � I I I I ;-�79=�S" �STrN'C� A1�f �t v v I I�_ � li � III li II v Iv Iv Iv 0 �U �a, i y>-�-7C7'—:7_ /. / / — —�oA� _ :F- r / / F - - / by r / / / / rIN /3CAti --, - i / // / /�i/ / /- / 50 / / \ / i�� I /SIN SURFAY IWAT \ � CEWAT ��4 V /E A�NEL CHANGE / /v DE . � v , ��� F/,�m /INE W/CL !�// _� SEE DESAIfiLg_\ TI9�--- CL_N RIPAP SITE ���� _ —E'ST 25 NS— LO / i� —J / / / EST 0/SYGf / / \ ` \\��` �� `\ ` \ \ \\I \ I < -� A \ V \ V 1 1 M; vvHmRITId� I�IAN�EvvS \& vJAINIEv PROJECT REFERENCE NO. SHEET NO. 1-3802A 29C RW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMIN RY PLANS DO NOT U56 FO CONSTRUCTION DENOTES IMPACTS IN DENOTES TEMPORARY SURFACE WATER IMPACTS IN SURFACE WATER B LWTH E BRMCKIMHO 1025 We Ae e j//aeNC 27805 SEPI recsis- /.789-9591 ENGIsNEERINlG 8ax coNrRucroNUceC-2197 M IMPACTS_TEMP SURFACE WATERS ---- A— — ------= �/ / �c������i /' //�—���— I / l l l�f I U � / I / � so' ol so' �— J i j—— / GRAPHIC SCALE C-, n3/F'"'— ---ass__----- �� I l ri/ // // / /' l l ' / I l l /III ////��'''//' // PERMIT DRAWING // SHEET 111 OF 128 AQ c Si / ,/ / hli}�XJU'JSPILL11.. ��— I — BACKFILL EXISTING/ I�Yi // / / // �� /i/ /, / / / / —5 ( SUITABLE TERIAL/A -DIRE N _ __ —� v / / / F�/iii/j/ ��/l///����� —_ v / / / / � / y ��'—"NJ �/// l'Y cv / Si 21 / l � \ oN,s ESTE �Y 7 GF -- -E7bTAk�S'I HW - -- PATTER ON -FRANK\ J _-------- � \ \ \ _ / � J/ � / I I ✓� III l/ \ / I��--�-cy--1 �� — _— =— _ :. — � A"ii _—Ar C —'-c F 77 _ I — — - - - - I f 2GI — ��� `� —_ I — I —IT /ILY--- // CAT- 18 _ I +; -- — ---- = -- — R N10 E — --- L \ RCP N,- -— DENOTES IMPACTS IN SURFACE WATER c: DENOTES TEMPORARY IMPACTS IN SURFACE WATER TEMPO IMPACTS SURFACE WATERS SITE #30 BACKFILL EXISTING CHANNEL WITH SUITABLE MATERIAL AS DIRECTED BY / THE ENGINEER HARTIS DIANNE S & WENSL JANICE S 79 CHANNEL CHANGE LINE W/CL 'II' SEE DETAIL 51 78 PATTERSON FRANK J c C � c c A -------------_______ c _ c 2GI REMOVE %-%JLL/11C --; AND EXTEND 2GI 2GI 18" RCP -IV / 7/ PROJECT REFERENCE NO. SHEET NO. 1-3802A 29C RW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMIN RY PLANS DO NOT USR FO CONSTRUCTION 13 BLWTHE I 1025 Wade Avenue Raleigh, NC 27605 C Tel:919-789-9977 ENGINEERING 8 Fax:919-789-9591 C O N S T R U C T I O N License: C-2197 50' 0' 50, GRAPHIC SCALE PERMIT DRAWING SHEET 110 OF 128 n HAZARDOUS SPILL BAS 5 SEE DETAIL SB-5 C IU � 48" WOVEN �y "[/sue'.• i REMOVE .. 2G All Sediment Traps and Temporary Silt Each Area Shall Be Completed and Seeded Prior to Ditches Shall be Monitored, Maintained and Begining Work an the Next Area. Flagging Shall be Repaired as Per Project Special Provisions Placed Along Silt Fence Adjacent to Juris. Stream. JIII I _ i I T� �iV f i ,j 72 LF OF PERMANENT-- / �AR EA6 v �I 1 1 SURFACETER MPA- - I 1 ---� Permit / Troutman 'Waste Area #1 / I I �A _ 72 LF of 24 CSP r I /j l / r ,J TI� / = -S C� lJ BA E _ - r/ AREA PERMIT DRAWING MODIFICATION 10/28/2019 AREA 1: SILT BASIN TYPE B Drainage area: 2.2 ac Disturbed Area: 1.3 ac i10-(Tc-5 min)10 YR: 7.19 m/hr Q10 9.5 cfs LTOP:123 ft LEASE: 114 ft WTOP: 41 ft WBASE: 32 ft Depth: 3 ft Weir Length: 24 ft Baffles: 3@31 ft AREA 2: TEMP. SEDIMENT DAM B Drainage area: 1.8 ac Disturbed Area: 0.98 ac i10 (Tc 5 min)10 YR: 7.19 m/hr Q10= 7.8 cfs LTOP:111 ft LBASE: 102 ft WTOP: 37 ft WBASE: 28 ft Depth: 3 ft Weir Length: 4 ft Baffles, 3@28 ft AREA 3: TEMP. SEDIMENT DAM B Drainage area: 1.4 ac Disturbed Area: 0.96 ac i10 (Tc 5 min)10 YR: 7.19 m/hr Q10 6.0 cfs LTOP:99 ft LBASE: 90 ft ATOP: 33 ft WBASE: 24 ft Depth: 3 ft Weir Length: 4 ft Baffles, 3@25 ft AREA 4: TEMP. SEDIMENT DAM B Drainage area: 0.9 ac Disturbed Area: 0.47 ac i10-(Tc=S min)10 YR: 7.19 in/hr Q10 3.9 cfs LTOP:81 ft LBASE: 72 ft WTOP: 27 ft WBASE: 18 ft Depth: 3 ft Weir Length: 4 ft Baffles: 3@20 ft AREA 5: SKIMMER BASIN Drainage area: 7.8 ac Disturbed Area: 5.8 ac i10 (Tc 5 min)10 YR: 7.19 m/hr Q10 33.4 cfs LTOP: 192 ft LBASE: 183 ft WTOP: 64 ft WBASE: 55 ft Depth: 3 ft Weir Length: 56 ft Skimmer Size, 2.5 In Orifice DIa, D: 2.7 in Spillway Barrel: 4' Baffles: 3@48 ft AREA 6: SKIMMER BASIN Drainage area: 9.8 ac Disturbed Area: 5.3 ac i10=(Tc=5 min)10 YR: 7.19 in/hr Q10= 42.3 cfs LTOP: 213 ft LBASE: 204 ft WTOP: 71 ft WBASE: 62 ft Depth: 3 ft Weir Length: 63 ft Skimmer Size., 3.0 in Orifice Dia, D: 2.9 in Spillway Barrel: 4' Baffles: 3@53 ft l l I \ J �� Erosion & Sediment Control Measures Legend Syrnb.1 Description Std. / � ; /� , ; _ ( I I / / Sr sF Temporary Silt Fence 1605.1 Grovel Construction Entrance 1607.01 i �Tso�� Temporary Si lt lt Ditch 1630.03 J TB-96- Temporary Diversion 163Q05 Temp Rock Sediment Dam Type-B 1634.02 , I Temporary Seeding Schedule from Project Specifications 120 0 120 240 360 Waste Area #3 - Troutman GRAPHIC SCALE -FEET Desi ner Level III-B Certification Number: 3008 W I 00 LO r7 U � q) O O N U E N r i O �U00 �ozl o�D a r U � Iz a^ LZ_ ­t 0 CD 0] N U.i NJ L.f_ Z O om O Z E N 0 Fn (n 0) 0 �_ (-) � U to w c Z m I 0 �� o � � N 0 U Q �U Z 0 0�`O° U� � � o 73 6 a- Z �' a U 0 U w w U z W U w w L0 (n C1.1 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Site No. Station (From/To) Structure Size / Type Permanent Fill In Wetlands ac Temp. Fill In Wetlands ac Excavation in Wetlands ac Mechanized Clearing in Wetlands ac Hand Clearing in Wetlands (ac) Permanent SW impacts (ac) Temp. SW impacts (ac) Existing Channel Impacts Permanent (ft) Existing Channel Impacts Temp. (ft Natural Stream Design ft 83+00 -L- BANK STABILIZATION < 0.01 < 0.01 21 10 2 94+68 -L- BANK STABILIZATION 0.04 < 0.01 172 20 3 97+00 -L- EXTEND EX 30" RCP -III < 0.01 < 0.01 15 20 4 157+27 -L- EXTEND EX 42" RCP -III < 0.01 < 0.01 7 10 4 157+25 -L- BANK STABILIZATION < 0.01 < 0.01 30 10 6 193+25 -L- FILL 0.01 95 7 193+00 -L- 6' LATERAL BASE DITCH 0.03 < 0.01 140 20 7A 44+87 -Y7- REPLACE EXIST. 48" CMP < 0.01 < 0.01 23 24 8 195+25 -L- 4' LATERAL BASE DITCH < 0.01 15 9 205+50 -L- BANK STABILIZATION < 0.01 < 0.01 9 5 9A 205+50 -L- BANK STABILIZATION < 0.01 < 0.01 5 5 10 230+75 - 237+60 -L- CHANNEL CHANGE 0.10 < 0.01 646 30 10A 229+40 -L- BANK STABILIZATION < 0.01 < 0.01 7 12 12 241+00 / 248+00 -L- BANK STABILIZATION < 0.01 < 0.01 9 20 12 241+40 -L- EXTEND EX 48" RCP -III < 0.01 < 0.01 25 10 UC-1 257+45 -L- 6" WATER LINE 0.01 56 12A 257+45 -L- BANK STABILIZATION < 0.01 < 0.01 21 20 13 267+70 -L- EXTEND 36" CSP 0.08 0.01 14 268+45 -L- 18" RCP -III 0.03 < 0.01 106 16 14 267+00 -L- FILL < 0.01 < 0.01 < 0.01 3 14 267+00 - 267+25 -L- 6' LATERAL BASE DITCH < 0.01 0.02 15 269+50 -L- EXTEND EX 42" CMP < 0.01 20 15 269+50 -L- BANK STABILIZATION < 0.01 < 0.01 28 4 15 271+00 -L- FILL 0.01 60 SHEET 126 SUBTOTALS": 1 0.08 < 0.01 0.03 0.25 0.05 1442 307 0 'Rounded subtotals are sum of actual impacts NOTES: 11/2019 Modification Changes Shown in Red. WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Site No. Station (From/To) Structure Size / Type Permanent Fill In Wetlands ac Temp. Fill In Wetlands ac Excavation in Wetlands ac Mechanized Clearing in Wetlands ac Hand Clearing in Wetlands ac Permanent SW impacts ac Temp. SW impacts ac Existing Channel Impacts Permanent ft Existing Channel Impacts Temp. ft Natural Stream Design ft 16 279+00 -L- FILL < 0.01 17 305+00 -L- FILL, OTCB 0.01 < 0.01 10 17 306+00 -L- EXTEND 30" RCP -IV < 0.01 12 17 306+00 -L- BANK STABILIZATION < 0.01 < 0.01 22 6 17A 317+76 -L- BANK STABILIZATION 0 17B 322+90 -L- BANK STABILIZATION < 0.01 < 0.01 6 5 18 338+00 -L- BANK STABILIZATION 0.03 < 0.01 185 35 18 338+00 -L- BANK STABILIZATION 0.02 30 18 338+00 -L- PIER REMOVAL 0.07 125 19 340+00 -L- FILL < 0.01 0,07 < 0.01 356 15 20 350+50 -L- EXTEND 54" RCP -III < 0.01 < 0.01 12 10 20 352+00 -L- BANK STABILIZATION < 0.01 < 0.01 10 10 21 48+75 -Y3- FILL 0.04 210 0 21 48+75 -Y3- BANK & BED STABILIZATION 0.05 67 22 50+00 -Y3- FILL, EXTEND 54" RCP -III 0.02 130 22 50+00 -Y3- OUTLET PROTECTION < 0.01 < 0.01 15 10 23 58+00 -Y3- FILL 0.10 < 0.01 0.03 0.01 128 65 23 58+00 -Y3- BANK STABILIZATION < 0.01 < 0.01 11 10 24 16+00 -Y34- EXTEND 36" RCP -III < 0.01 0.01 < 0.01 80 10 36 18+18 -Y17- EXTEND 36" PIPE < 0.01 1 26 36 18+18 -Y17- OUTLET PROTECTION < 0.01 35 36 17+70 -Y17- SEDIMENT BASIN 0.01 SHEET 127 SUBTOTALS`: 0.11 0.01 < 0.01 0.02 0.28 0.10 1335 311 0 Rounded subtotals are sum of actual impacts NOTES: 11/2019 Modification Changes Shown in Red. 2013 10 24 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Site No. Station (From/To) Structure Size / Type Permanent Fill In Wetlands (ac) Temp. Fill In Wetlands (ac) Excavation in Wetlands (ac) Mechanized Clearing in Wetlands (ac) Hand Clearing in Wetlands (ac) Permanent SW impacts (ac) Temp. SW impacts (ac) Existing Channel Impacts Permanent (ft) Existing Channel Impacts Temp. (ft) Natural Stream Design (ft) 25 388+34 -L- CHANNEL CHANGE < 0.01 < 0.01 46 10 25 388+34 -L- BANK STABILIZATION < 0.01 35 26 388+34 -L- 72" WSP WORK AREA 0.02 27 405+66 -L- EXTEND 48" RCP < 0.01 14 27 405+66 -L- CHANNEL CHANGE < 0.01 < 0.01 50 7 27 405+66 -L- BANK STABILIZATION < 0.01 < 0.01 31 12 28 412+82 -L- EXTEND 72" RCP /42" WSP 28 412+82 -L- CHANNEL CHANGE & RIPRAP 0.04 < 0.01 116 41 28 412+82 -L- BANK STABILIZATION < 0.01 < 0.01 44 17 29 20+91-Y13RPA- 42" RCP 0.01 93 29 20+91-Y13RPA- OUTFALL CHANNEL < 0.01 < 0.01 26 8 30 437+82 -L- 48" WSP 30 437+82 -L- CHANNEL CHANGE & RIPRAP 0.02 < 0.01 134 25 30 437+82 -L- BANK STABILIZATION 0 31 437+82 -L- CHANNEL CHANGE 0.02 < 0.01 116 5 32 449+92 -L- BANK STABILIZATION < 0.01 < 0.01 66 23 33 470+69 / 473+73 -L- LATERAL BASE DITCH 0.11 0.04 0.02 34 1 470+85 / 477+45 -L- LATERAL BASE DITCH 1 1 0.03 1 1 427 34 470+85 / 477+45 -L- 42" ALTERNATE PIPE 0.02 234 34 470+85 / 477+45 -L- BANK STABILIZATION < 0.01 13 35 478+17 -L- BANK STABILIZATION 0.02 < 60:0:1d 99 30 SHEET 126 SUBTOTALS*: 0.08 <0.01 0.03 0.25 0.05 1442 307 0 SHEET 127 SUBTOTALS*: 0.11 < 0.01 0.02 0.28 0.10 1335 311 0 SHEET 128 SUBTOTALS*: 0.11 0.04 0.04 0.20 0.03 1544 178 0 PROJECT TOTALS*: 0.30 0.01 0.04 0.00 0.09 0.74 0.18 4321 796 0 *Rounded subtotals and totals are sum of actual impacts NOTES: In addition to the project totals listed above, this permit includes a total of 0.01 acres of Temporary Impacts in Wetlands for Erosion Control Devices per the NCDOT Roadside Environmental Unit. 1112019 Modification Changes Shown in Red. 2013 10 24