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HomeMy WebLinkAbout20160299 Ver 3_401 Application_20170522Carpenter,Kristi From: Sent: To: Cc: Subject: Follow Up Flag: Flag Status: Rivenbark, Chris Monday, May 22, 2017 10:23 AM Andrew Williams (Andy); Norton, April R AI-Dhalimy, Nadia A; AI-Ghandour, Majed N; Chapman, Amy; gary�jordan@fws.gov; Jones, Brandon H; King, Art C; Carpenter,Kristi; Lauffer, Matthew S; Mellor, Colin; NCDOT Service Account - Roadway Design; Ridings, Rob; Staley, Mark K; Wilson, Travis W.; Twisdale, John W; Barclay, Carl A; Dilday, Jason L; 'clarence.coleman@fhwa.dot.gov' (clarence.coleman@fhwa.dot.gov); Harmon, Beth; svc.pwayscue; Shumsky, Michael J Permit Modification Request for R-2536, Randolph County Follow up Flagged The permit modification request for R-2536 has been prepared. The electronic copy can be viewed/downloaded at https://connect.ncdot.�ov/resources/Environmental/ This email serves as our modification request to the U.S. Army Corps of Engineers and the N.C. Division of Water Resources. Chris Rivenbark Natural Environment Section North Carolina Department of Transportation 919 707 6152 office crivenbark a(�.ncdot.qov 1598 Mail Service Center Raleigh, NC 27699-1598 1020 Birch Ridge Drive Raleigh, NC 27610 Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER GOVERNOR May 22, 2017 Mr. Andy Williams NCDOT Coardinator U.S. Army Corps of Engineers 3331 Heritage Trade Drive, Suite 105 Wake Forest, NC 27587 JAMES H. TROGDON, III SECRETARY SUBJECT: Request for Modification of Section 404 Individual Permit and Section 401 Individual Water Quality Certification for the new location facility Asheboro Southern Bypass and Zoo Connector, Asheboro, Randolph County; Division 8; TIP No. R-2536; Debit $ 570.00 from WBS Element 34450.11 Reference: US Army Corps of Engineers (USACE) 404 Permit issued July 22, 2016; Action ID: SAW2002-01260. NC Division of Water Resources (NCDWR) 401 Water Quality Certification Permit No. 4059 issued May 20, 2016, NCDWR Project No. 20160299, Modiiied May 20, 2016; WBS Element 34450.3.51 Dear Mr. Williams: The proj ect was authorized by the USACE and NCDWR as referenced above. The purpose of this letter is to inform you of changes in the project that required updated design plans and in some instances resulted in changes in impacts for Sections 1, 2, and 3 of R-2536. Attached is a Permit Modification (Revision Log) table which list by roadway section details of each permit drawing revision/modification. The majority of project design/construction related changes did not result in modiiications to impacts to regulated resources. There were four changes that created modiiications in the total impacts to streams and wetlands. These are highlighted on the attached and include: Section 1: Site 3— 0.03 acre of additional wetland vegetation hand clearing due to aerial utility impact (approved via email correspondence with NCDWR 11/7/2016 and USACE 11/9/2016). Section 1: Site 4B/4C - A reduction of 127 feet of permanent and increase in 20 feet of temporary stream (waters of US) disturbance/filling. Requested to leave existing vegetation along stream banks inside loop and not install rip rap along banks (approved verbally by NCDWR 10/18/2016 and via email correspondence with USACE 1/3/2017). Mailing Address: NC DEPARTMENT OF TRANSPORTATION PROFESSIONAL SERVICES MANAGEMENT UNIT 1592 MAIL SERVICE CENTER RALEIGH, NC 27699-1592 Telephone.• (919) 707-7130 Customer Service: 1-877-368-4968 Website: www.ncdot.gov Location: 1000 BIRCH RIDGE DRIVE BUILDING A, SUITE 184 RALEIGH, NC 276 • Section 2: Site 48 — Increase of 6 feet of permanent and a decrease of 6 feet of temporary impacts to a stream (waters of US). The inlet improvement channel excavation extended to just beyond the channel relocation tie in and rip rap on banks was extended to the end of the extended channel excavation. • Section 3: Site 87 — Increase of 0.1 acre of additional wetland vegetation hand clearing, 19 feet of permanent and 22 feet of temporary stream impacts due to revised transmission line relocation. The revised permit drawings and wetland impact summary sheet are attached for your files and approval. Please see the attached NCDMS mitigation acceptance letter ref�ec�ing the proposed changes in impacts to the project. Due to the permanent impacts to regulated resources we are requesting a permit modification for the impacts noted. Thank xou for your time and assistance with this project. Please contact Jason Dilday at either � ld� ildavna ncdot.� or (919) 707-6111 if you have ariy questions or need additional informa�ion. Sincerely, Philip S. Harris III, P.E., C.P.M., Manager Natural Environment Section cc: NCDOT Permit Application Standard Distribution List En viranmental Quality RC'rY CC)OPER Governor Mr. Philip S. Harris III, P.E., CPM Natural Environment Section, PDEA North Carolina Department of Transportat►on 1598 Mail Service Center Raleigh, North Carolina 27699-1598 Dear Mr. Harris: May 1$, 2017 Subject: R-2536, US 64 - Asheboro Bypass, Aandolph County Reference: USACE 404 Individual Permit issued on July 22, 2016 (USACE ID 2002-01260) The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide the stream and wetland mitigation for the subject project. Based on the information supplied by you on May 17, 2017, the stream and wetland impacts are located in CU 03030003 of the Cape Fear River basin and in CUs 03040103 and 03040104 of the Yadkin River basin in the Central Piedmont (CP) Eco-Region, and are as follows: Stream & River CU Gco- Stream Wetlands Wetlands Basin Location Region Cold Cool Warm Riparian Non- Coastal Ri arian Marsh Impacts Cape Fear 03030003 CP 0 0 14,279.0 2.98 0 0 Impacts Yadltin 03040103 CP 0 0 11,521.0 1.24 0 0 Impacts Yadkin 03040104 CP 0 � 6,089.0 2.21 0 0 ���„r �< «,C �u Ca,�, a,�u weuanu ��npacts may oe proposea �o oe mic�gatea ac a i: i m�nganon ratio, 5ee permit application for details. This acceptance letter replaces the acceptance letters issued on August 26, 2�14 and March 23 and June 9 and 14, 2016. Some of these impacts and associated mitigation needs were under projected by the NCDOT in the 2014 impact data. DMS will commit to implement sufficient compensatory stream and riparian wetland mitigation credits to offset the impacts associated with this project as determined by the regulatory agencies using the delivery timeline listed in Section F.3.c.iii of the In-Lieu Fee Instrument dated July 28, 2010. If the above referenced impact amounts are revised, then this mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from DMS. If you have any questions or need additional information, please contact Ms. Beth Harmon at 919-707-8420. Sincerely, . jame B. �tanfill DMS redit Management Supervisor Cc: Mr. David Bailey, USACE - Raleigh Regulatory Field Office Ms. Amy Chapman, NC Division of Water Resources - Raleigh File: R-2536 Revised 4 -�'-''Nothing Compares�-�.t. State oF North Carolina � Environmental Quality 2l7 West Jones Street I 1601 Mail Service Center � Raleigh. North Carolina Z7699-1601 9l9 707 8600 US 64 6 ass R-2536 Permit Modification Revision Lo -�� �-��-���.��- ��f- Yp , ( g) '� �� �°' �" RK K 5/16/2017 Permit Drawings Nearest Permit Additional / Less Permit Drawing Sheet # Site Location Change / Issue Impact Date of Change Re-Issued Permit Revision Date Revised Begin and End stations and Added or Removed ditches from details to 2, 3, 4 N/A N/A N/A 11/23/16 Yes 3/30/2017 match plan and profile. 8, 9 2 -Y1A- Roadway and Drainage revised for -Y1A- N/A 1/11/17 Yes 3/30/2017 12, 13, 14 3 -SR1-Sta. 19+00 Revised pipe from str. 745 to 744 from CSP to RCP N/A 11/23/16 Yes 3/30/2017 12, 13, 14 3 -SR1- Sta. 18+50 RT Request for additional hand clearing due to aerial utility impact; approved via email +0.03 ac 3/30/17 Yes 3/30/2017 correspondence NCDWR 11/7/2016 and USACE 11/9/2016 Hand Clearing � Request to leave existing vegetation along stream banks inside loop and not to 3 12, 13, 15 4B -LPD- Sta. 10+00 LT install ri ra alon banks• a roved verbal) b NCDWR 10 18 2016 and via email '127' Perm. Stream, 3 30 17 Yes 3 30 2017 �' p p g ' pp y Y �� +20' Temp. Stream �� �� �"� correspondence USACE 1/3/2017 Z 12, 13, 18 6B -L- Sta 62+40 LT Added rip rap to Channel Change to match detail. N/A 11/23/16 Yes 3/30/2017 � W~ -L- Sta. 64+00 LT 23, 24 6C (_RPA- Sta. 21+50 LT) Added rip rap to Channel Change to match detail. N/A 11/23/16 Yes 3/30/2017 c/i 23, 24 18B -FLY- Sta. 45+50 Pipe 5804 revised to tie to str. 0709 and revised to RCP N/A 11/23/16 Yes 3/30/2017 25, 26 19 -L- Sta. 44+00 RT Added rip rap to Channel Change to match detail. N/A 11/23/16 Yes 3/30/2017 44, 45 13? -L- Sta. 182+20 RT Added str. 1520 at -L- Sta. 182+25 RT and revised pipe 1505 from CSP to RCP N/A 11/23/16 Yes 3/30/2017 53, 54 21 -Y2- Sta. 31+15 RT Extended ditch Detail W to -Y2- Sta. 31+15 RT N/A 11/23/16 Yes 3/30/2017 61, 62, 63 N/A N/A Revised Begin and End stations and Added or Removed ditches from details to N/A 10/14/16 Yes 3/30/2017 match plan and profile. 87, 88 33 -L- Sta. 354+00 LT Revised Ditch Detail Reference from Detail C(with CI. B rip rap) to Detail AI (w/out N/A 10/14/16 Yes 3/30/2017 rip rap) from -L- Sta. 353+20 to 354+00 LT. c� � 94, 95, 96 104 -Y9RPB- Sta. 22+25 Lowered inlet invert of str. 3007 and revised pipe from CSP to RCP N/A 12/9/16 Yes 3/30/2017 N Z 98, 99 38A, 38B -L- Sta. 408+00 Added str. 3114 at -L- Sta. 408+00 LT and revised pipe from CSP to RCP N/A 12/9/16 Yes 3/30/2017 � � -Y10 END- Sta. 19+00 U103, 104 41 - �T Added rip rap to Standard Base Ditch to match Detail BA. N/A 10/14/16 Yes 3/30/2017 W Revised inverts and slopes from -L- Sta. 433+20 to 435+00 RT and added 2' wide � 103, 104 40 -L- Sta. 433+20 RT berm for ditch depth requirements. Also, revised outlet inverts on pipes at -L- Sta. N/A 10/14/16 Yes 3/30/2017 433+70 and 435+00 RT. Inlet Improvement channel excavation extended to just beyond the Channel +6' Perm. Stream; 119, 120 48 -YS- Sta. 41+75 LT Relocation tie in. Rip rap on banks extended to end of extended channel 3/30/17 Yes 3/30/2017 -6' Temp. Stream excavation. 150, 151, 152 59 -L- Sta. 485+00 Revised location of temp. work/haul bridge (shifted from south of proposed bridge No 3/30/17 Yes 3/30/2017 Q to north of proposed bridge). U +0.1 ac Hand Clearing, M Revised utility transmission line location. The revised location impacts wetlands 213, 214, 216 87 -Y17RPD- Sta. 30+00 LT +19' Perm. &+22' 3/30/17 Yes 3/30/2017 Z WY-C, west of site 87. Tem Stream � p � 221, 222 95 -Y17- Sta.53+00-58+00 Roadway revision for lane continuity. Taper added along -Y17- and Drainage N/A 3/30/17 Yes 3/30/2017 (� revised in loop. W � Roadway revision for lane continuity. Median Taper revised and concrete island 239, 240, 242 100 -Y17- Sta.75+00-84+00 N/A 3/30/17 Yes 3/30/2017 added near -SRD6- 248 Summary Table 3/30/17 Yes 3/30/2017 � � Q 252 Summary Table 3/30/17 Yes 3/30/2017 G C 255 Summary Table 3/30/17 Yes 3/30/2017 � � 257 Summary Table 3/30/17 Yes 3/30/2017 R:\Hydraulics\PERMITS_Environmental\Forms\R-2536 Permit Revision Change Log.xlsx #, text Changes requiring modifications to permit impact numbers (+/-) � U W � N O O H 3 � 2 9 � � ;2 DETAIL A BERM DITCH o a I Nai �a s<aie� �� F N 5.0' VAR. I VAR. � t0.o'V.C.?� D �' Min. D= 1.Of1. -L- STA. 27+00 TO STA. 28+00 LT -L- $TA. 71 ��-00 TO $TA. 72+00 LT -L- STA. 89+00 TO STA. 90+00 RT -L- STA. 106+50 TO STA. 110+50 RT -L- STA. 166+00 TO STA. 169+00 LT -L- STA. 207+00 TO STA. 210+00 LT -Y- STA. 25+50 TO STA 26+65 LT -Y2- STA. 64+00 TO STA. 65+00 RT -Y2- STA. 74+00 TO STA. 78+22 RT -Y2- STA. 79+18 TO STA. 82+50 RT DETAIL B LATERAL BASE DITCH � Not to Scole7 rol I �-- I Go�nd 2:J p 1'� t^F�. fill Slope I e I Min.D�� 1.OF. �'-'� B= 4.OFt. b= S.OFt. -L- STA. 133 ��-59 TO STA. 137+50 LT -SRI- STA. 15+25 TO STA. 15+75 LT -SRI- STA. 18-69 TO STA. 19+50 RT, B=2' -SR E- S7A. 11+00 TO STA. 13+00 LT -Y2- STA. i8+50 TO STA. 29+00 LT w/PSRM Liner -Y2RPD- STA. 22+50 TO STA. 23+50 RT -Y2RPD- STA. 11+67.06 TO STA. 15+35 LT DETAIL G LATERAL 'V' DITCH �No��o Swle) b No�uml - Fill Grou�d z'1 D ', «�1. SIaPe d Min. D= 1.OFt. Mox.d= tAFt. 6=5 F. Type of Liner- PSRM -DR6- STA.10+37 TO STA.11+59 LT -DR6- STA. 10+50 TO STA. 11+50 RT -FLY- STA. 12 +� 85 TO STA. 13 �i� 66 RT -FLY- STA. 18+00 TO STA.19+25 LT -FLY- STA.31-50 TO STA.36+80 RT -FLY- STA. 39 r 88 TO STA. 41 I 50 LT -FLY- STA. 41+66 TO STA. 43+50 LT -L- STA 25+78 TO STA. 26+20 LT -L- STA. 32+50 TO STA. 33+84 LT -L- STA.50'-64 TO STA.50+80 RT -L- SiA. 89 i� 50 TO STA. 90 �i- 57 LT -L- STA. 125+00 TO STA. 128+16 LT -L- STA. 176+50 70 S7A.176+60 L7 -L- STA. 179+45 TO STA. 181+50 LT -L- STA.183'-00 TO STA.184+00 RT -L- STA. 196+50 TO STA. 197+50 LT, D=1.5', d=1.5' -LPD- STA. 20+73 TO STA. 23+22 LT -SRi- STA. 11+00 TO STA. 13+00 LT -SRI- STA. 16+26 TO STA. 17+50 RT -SR2- STA. 11+40 TO STA. 14+00 RT -Y- S7A. 15-99 TO STA. 16+40 LT -Y- STA.28-82 TO STA. 29+38 LT -Y- STA. 62+00 TO STA. 63+50 RT -V- STA.23+00 TO STA. 24+75 RT -Y- STA.24-55 TO STA. 25+50 LT -Y- STA. 55 �i� 76 TO STA. 58 �1� 00 RT -V2A- STA.11+15 TO STA.11+50 LT DETAIL O BERM DITCH �No��o Scole) Oa �F „ 5.0' VAR. 5.0' V 7: J p ti.� lo.o' V.C. d Gea�enile � � Min. D= Type of Liner- Class B Riprap Max. d- -l- STA. 28+00 TO STA. 29+50 RT -L-STA.161+00 TO STA.166+�00 LT -Y2RPB- STA.20+50 TO STA. 22+00 LT DETAIL V LATERAL BASE DITCH �No1fo Scalu) f�No�urol FII Ground 7) ....p ry� 1':H. SIOPe d GEOiE%TILE B Min. D=1.5 Ft. Ma�. d-1.5 Ft. 'When B is � 6.0' 8= 2.0 Ft. Type of Liner- Class B Rlp-Rap 6- 5.0 Ft. DETAIL H SPECIAL NT DITCH � Nal io Scole) � Fronf o mn urcl J_ p'� �� Slope Ground �:l p F� Ne� i Min. D= 1.OFi. -L- STA. 71+00 TO STA. 72+62 LT -L- STA. 192+50 70 STA. 195+50 LT -L- STA. 192+50 TO STA. 196+00 RT -L- STA. 202 �I� 00 TO STA. 203 1� 00 LT -SRI- STA. 20+97 TO STA.21+97 RT -SRI- STA. 33+50 TO STA. 34+50 RT -SR G STA. 10+25 TO STA. 10+50 RT -SR C- STA. 70+71 TO STA. 70-50 LT -SR C- STA. 17+00 RT TO STA. 17+05 LT -SR F- STA. 13+50 TO STA. 16+00 LT -SR F- STA. 14+00 TO STA.16+00 RT -Y- STA. 25+50 TO STA. 27+50 LT -Y- STA.63+50 TO STA. 64+33 RT -Yl- STA 22+00 TO $TA. 24+50 LT -Yl- STA.22 ��-00 TO STA.24+50 RT -Y2- STA.21-83 TO STA.22+00 RT -Y2- STA. 27+00 70 STA.29-00 LT -Y2A- STA. 74+50 TO STA. 15+50 LT DETAIL C LATERAL BASE DITCH (Norio s�ole) �b�� Nai�.al I �- I r�ii Ground ?'1 p ti� 1"h�- slope d GEOTfXTILE-�� g Min. D= I.OFf. Mox.d= 1.OF. •When B is < 6.0' 8- 4.OFt. Type of liner= Closs 8 Rip-Rap 6= S.Oft. -DR- STA. 10+50 TO STA. 13+65 LT -DR- STA. 14 I� 25 TO STA. 14 - 45 LT -FLY- STA. 79+25 TO STA. Zl �-25 LT -FLY- STA. 36+80 TO STA. 37+50 RT -L- STA. 90+50 TO STA. 92+50 RT -L- STA. 137+05 TO STA. 138-50 RT -L- STA. 178 �. 50 TO STA. 181 i�50 RT -L- STA. 198+00 TO STA. 198 �-57 RT -L- STA. 199+00 TO STA 200+15 RT -RPA- STA.20+50 TO STA.23+39 RT -SRI- STA.19+50 TO STA. 20+97 RT, B=2' -SRI- STA. 26+80 TO STA.27 �-98 RT -Y- STA. 30+00 TO STA. 34+50 LT -Y- STA. 38+25 TO STA. 38+50 RT -Y- STA. 44+75 TO STA. 45+00 LT -Y- STA. 47+00 TO STA. 47+50 LT -Y- STA. 58+00 TO STA. 60+30 RT -Y2- STA. 35+00 TO STA. 3fi+92 RT -Y2- STA. 52+00 TO STA. 56+00 LT -Y2RP0. STA.20+27 TO STA.22+50 RT DETAIL I TOE PROTECTION (Noffo Smle� �� _ 1'��EQ' sLOPE �aoUNo F d d= 7.OF1. �Eor[xme Type of Liner= Clou B Rip-Rap -DR- STA. 14+50 TO STA. 17+50 LT -L- STA.34+00 TO STA. 35+50 LT -L- STA.62+40 TO STA. 63+20 LT -L- STA. 64 r 00 TO SiA. 64 I-35 LT -L- STA. 156+25 TO STA. 156+60 LT -L- STA. 176+50 TO STA. 178+50 RT -L- STA. 183 �i. 00 TO STA. 183 �F 50 LT -LPD- STA. 13+50 TO STA. 14+25 RT -SR E- $TA. 12+50 TO $TA. 74+00 RT -SR E- STA.13+00 TO STA. 14+00 LT -SR F- STA. 11+00 TO STA. 13+50 LT -Y- STA 23+55 TO STA 24+50 LT -Y- STA.54+50 TO S1A. 55+30 LT DETAIL D LATERAL'V' DITCH (Notto Smle� �;ouml I �' F'ill ��d z:, 11, �. =�aae Min.D= 1.OF�. b= S.OFl. -DRb- STA.11+50 TO STA.12r30 RT -FLY- STA. 13+66 TO STA.14+63 RT -FLY- STA. 41 i 50 TO STA. 41 r bb LT, D=125' -FLY- STA. 43+50 TO STA. 44-85 LT -L- STA. 31+56 TO STA. 32+50 L7 -L- STA. 33 i 84 TO STA. 34 i 00 LT -L- STA. 168+18 TO STA. 168+50 RT -L- STA. 182+00 TO STA.183+57 L7 -L- STA. 182 �-85 TO STA. 183+00 RT -RPA- STA. 23+39 TO STA. 24+50 RT -SRI- STA. 151� 75 TO STA. 17 ', 00 LT -SRI- STA.20+47 TO STA.21+97 LT -SR E- STA.10-20 TO STA.17-00 LT -SR F- STA. 31+00 TO STA. 33+10 LT -Y- STA.27-50 TO STA. 28+50 RT -Y- STA.37-25 TO STA.38+25 RT -Yl- STA.20-62 TO STA. 22+00 LT -Yl- STA.20+63 TO STA. 22+00 RT -Yl- STA.31+50 TO STA.33+00 RT -Y2- STA. 39+09 TO STA.40+00 RT -Y2- STA.52+50 TO STA. 53+60 RT -Y2RPD- STA. 26+50 TO STA. 29+95 RT DETAIL 1 SPECIAL LATERAL 'V' DITCH �No�to S�ole� NoNral � p.\ °� � Fill Ground F I o p F\o�e� Slape ahe�� Min. D= 1.OF. -Yl- STA.28+50 TO STA. 33+00 LT -Y1DET- STA.19 �-77 TO STA.21+84 RT DETAII P DETAIL Q DETAIL R SPECIAL CUT DITCH SPECIAL BACK OF CURB CUT DITCH STANDARD BASE DITCH �Noflo Scolc� �NOTTO SCALE) �Nol�o Scole� Orifch NATURAL Nat�rol Nalurol Ground z�1 F� �e Slope � GROIIND Ground 2�� D ,L�\ Ground D - - - - d d ?,.I --��� 'y'� - Geo�edile- B Min. D= 1.OFt. GeoteMile Min. D= 1.OFi. Man. d= 1.OFf. Type of Liner= Class B Rip-Rap Mox. d= 1.OFf. �whe� s is < 6-0' B= 4.OFt. DETAIL NOT USED IN SECTION 1 DETAIL NOT USED IN SECTION 1 ryoe of l�ner= Class B Rio-Rao DETAIL W STANDARD V DITCH (Nolb Scole� Shoulder � Shoulder in� Z. � Poini Fo eo� 'y�\ �¢< -FLY- STA.16+99 TO STA. 18+00 LT, 5=5.9% BEG. ELEV=696.0, END ELEV=690.0 -L- STA. 63+00 RT, L-28', 5-0.32% BEG. ELEV-637.11, END ELEV-637.02 -L- STA. 168-20 RT, L=19', 5=3.2% BEG. ELEV=754.6, END ELEV=754.0 -Y-STA.58+30 TO STA.56+69 LT,S=4.46% BEG. ELEV=755.00, END ELEV=753.28 -Y2-STA.31-75 TO STA.33+67.86 R7,S=0.3% BEG. ELEV=696.51, END ELEV=695.75 -Y2- STA. 33 � 67.86 TO STA. 34 i 50 RT, 5=5.67 BEG. ELEV=695.75, END ELEV=691.14 -L- STA. 181+50 RT, L-36', 5=1.08% BEG. ELEV=707.4, END ELEV=707.0 -LPD- STA. 20+73 LT, L=48', 5=0.75%, D=2.75' d=2.75', eEG ELEV=661.4, END ELEV=661.0 -Y2- STA.63150 LT, L=35', 5=9.3% BEG. ELEV-753.3, END ELEV-750.0 DETAIL X BERM BASE DITCH (Nai�a Swle� urol .��� � RDwv� Ground 7� p I� � Min. D=1.0 Ft. B= 4A R. 6= 50 Ft- -SR F STA.14+25 TO STA. 16+50 LT S- -SR F- STA. 21+00 TO STA. 29 �-80 L' -Y- STA. 21 �I- 50 TO STA. 23 F 50 LT -Y- STA. 34+50 TO STA. 38+75 LT -Y2- STA. 65+00 TO STA. 68+00 RT DETAII E L4TERAL'V' DITCH �Not�o scole� b NONraI - Fill G�ound :) ' p 'L'� �"iF�. sloPe d Geo�enile Min. D= 1.OFt. Mox. d= 1.OFf. Type of Liner= Class B Rip-Rop 6= S.OFf. -FLY- STA. 14+63 TO STA. 15+11 RT -L-STA.90-I-57 TO STA.90+80 LT -L- STA. 152+25 TO STA. 152+63 LT. D=1.5'. d=1.5' DETAIL K TOE PROTECTION � Not b S�ole� F 1� �Ee' sioaE F� caour+oJ d �cEorexrne d= 2AFt. Type of Liner= Closs I Rip -Rap -Y2RPB- STA. 13+15 TO STA. 14+82 LT DETAIL F CHANNEL RELOCATION (No7}o Scole) �Fill Notural Slope ���F�� �a C ,�Ground M1 A= 8.0 Ft. 7� � 1., 6- 10.0 Ft. �min� � 6= 8.0 Ff C= 8.0 F. D- lA Ft. -l- STA.66+22.64 TO STA.71+00.00 RT DETAIL L BERM BASE DITCH �Nor�o S�ole� b Norurol ,y.\ � oNT Ground 7;� p d Min. D= 1.OF. B GEOi[xn�[ � Mox, d= 1.OFt. 8- 4.OFt. 6= S.OFt. Type of Liner= Class B 2ip-Rap -RPA- STA. 15+20 TO STA. 19+50 RT -SR F- STA. 16+50 TO STA.21+00 LT -Y2RT6- STA. 18+50 i0 STA. 20+50 LT -Y- STA. 39+00 TO STA. 40+00 LT -Y- STA. 47+50 TO STA. 50+25 LT -Y- STA. 53+00 TO STA. 56+50 LT DETAIL S SPECIAL LATERAL BASE DITCH ( no� ro s�oie� Na��ral Ground 7�� A�� �e� s�lope d p F�a Goo�oMile �� ' g Min. D= 1.OFt. Man. d= 1.OFt. B= 4.OFt. pe ofLiner= Glass B ftip-Rop OETAIL NOT USED IN SECTION 1 DETAIL T STANDARD BASE DITCH �Ho��o S�ol�� Noturol NoNrol Ground Gro�nd Z. � p ry.� Min. D- 1.SF. � B= VARIES -L- STA. 81+43 RT, L=90', 5=23.6% BEG. ELEV=754.0, END ELEV=732.68 -Y- STA. 24 i-75 RT, 6=2', L=34', 5=0J6% BEG. ELEV=664.5, END ELEV=664.2 DETAIL Y BERM 'V' DITCH (No�to Smle� I I G�ound ?:/ 1� d ROWY -I D Min. D= 1 Ft. i d = 1 F. .-�eo�e.ile 6- 5 R. Type of Liner= CL B RIPRAP DETAIL NOT USED IN SECTION 7 PROJECT REFERENCE NO. SHEET NO. R-2536 20-1 RhV SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER 5N 6/2017 6H 4/2016 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED P E RM I T D RAW I N G P�NS P�PA�D BY : SHEET 2 OF 257 RK � RUMMEI, KLEPPER & KAHL, LLP 900 RIDGEfIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609-3960 NC LICENSE NO. F-0112 •(919) 8�8-9560 DETAIL M LATERAL BASE DITCH �Not�o s�ale� �NoNrol �� Ground ?'I p 1'� 'i4 Slope d.. GEOiEXiILE� � B M'in. D= 1.OFt. Mox. d= 1.OFt. 'Wne� 9 Is < 6.0' B= 4 Ff. Type o( Liner- Class I Rip-Rop 6- 5 Fi. -L- STA. 126+ � -SRI- STA. 14+90 TO STA. 15+25 LT -Y- STA. 12+81 TO STA.13+82 LT -Y2- STA.29+00 TO STA. 30+47.23 LT -Y2- STA. 34+50 TO STA. 35+00 RT -Y2RP� STA. 18+25 TO STA.19 I 00 RT DETAIL Z STANDARD 'V' DITCH �Na�la Scole� Naturol G�aund 1.� 1\ Ground D d Min. D-1.0 Ft. Type afLiner= PSRM Mox.d=7A ft. DETAIL NOT USED IN SECTION 1 ixE aFc""""aEror`�o`� s S� PLAN VIEW OF E%ISTING LNANNEL DETAIL N SPECIAL LATERAL 'V' DITCH �No�to Scole� � F�II NoN.al A� �g� Slape c.o��d ?�� p P° d ceo�ee�ile Min. p= 1.OF. Type of Liner- Closs e Rip-Rap Mox. d= 7.OFf. DETAIL NOT USED IN SECTION 1 uucomnncreo SNA SiRENM pN\ 3 BPCNFZ'L 1.5' 5' N 0' NISM GRAOE� o cxaxxei aiocKsvecxrxeo ix r � � i' � exrexaF .d eevoxo r��w OFNE%ISTING CHPNNEL ' ixvERi� ^+� \ � a°�KF��°� i -Ba�KFa�° mxx +.o oeotx�� SECTION p_p ��pss = iry MS"! STONE uNGOmPAtiEU-� BAGKFILL SECTION B-B CHANNEL BLOCK DETAIL U rvar .o scnie DETAIL AA SPECIAL CUT BASE DITCH �No��o S�olc� urol Gro�nd ?:) p b�o Oi��h � ° � f�°�10 Slope ;r,� Min. D= 1.OFf. B= VARIES -SRI- STA. 33+50 TO STA. 35+00 LT, 6=2.0' -Y- STA. 61 i� 60 TO STA. 63 I-00 LT, 8=4.0' -RPA- STA.22+76 LT -L- STA. 62 -r 75 LT -L- STA. 70+65 RT -L- STA. 127+21 RT -L- STA.176+90 LT -L- STA.179+23 LT -L- STA.200+15 LT -Y- STA. 45+55 RT -Y2- STA.31+25 RT -Y2- STA. 53+65 RT NO1E5: �� � OJECT B�ECIFICnT�ONS,T�STALLEO IN ACCORGPNLE WITH TXE 2) e U 6E INStALLEU AT TME INTERFACE BEPXEEN E%ISTING a� soiiom�ap snouio�a n mxxxmum oF i.o sE�ow .xe ixvext a� a m�m oF s.o aEroxo ,.E �:M:rs aF ,x 5� i wiix s� c i io exiexl rossxa�e ox nr rxe ocnecrxox ov DETAIL AB CONCRETE DITCH BEHIND RETAINING WALL ///��� RETAINING (NoBOND e Jj�� wALL BREAKER � B I ry� NATURAI GROUN� q. D= 1.0' B = 2.0' DETAIL NOT USED IN SECTION 1 � � � � ro DETAIL AC LATERAL BASE DITCH � Noi m s�aiel � �--- I Ground 3;� p �'� i"iF�. Fill Slope I e I Min. D=1Ft. ���'� 6=5Ft. DETAIL NOT USED IN SECTION 1 DETAIL AI LATERAL BASE DITCH �No��o Scole� I --- � No�uml c.o��a z:� p T` v�h,. vm siane I„ I Min. D= 2.OFf. ��-� 6= 4.OFf. 6= S.OFt. -Y- STA.29 I�38 70 S7A.30+00 LT -Y- STA 58+69 TO STA. 60+75 LT -Y2- STA. 30+47.23 TO STA. 35+04 LT Pipe or I Ouilet � DETAIL AD RIP RAP AT EMBANKMENT � No� m s�oiel 1� Di�ch � 0'mi� Grode �'S GEOTEXTILE � Type ofL'iner-CL 1 Rip-Rap DETAIL NOT USED IN SECTION 1 DETAIL AJ BANK STABILIZATION AT PIPE OUTLEi oI _ �No1�o Scole) ry��� G%d - z o ��t - - Ground rva �Ro t�':� � ¢�'A CHaHNet e (Vorioble� Closs I Rip Rop -FLY- STA. 35 I� 76 RT, L=50' -FLY- STA.42+03 RT, L=35' -FLY- STA. 45+52 RT, 1=36' -L- STA. 781+69 RT, L=50' -L- STA.198+57 RT, L=50' -LPD- STA.11 rg7 LT, L=42' -SRI- STA. 16+30 RT, L=50' -SR2- STA. 11+42 LT, L-50' -SR3- STA. 13+50 RT, L=50' PREFORMED SCOUR HOLE DETAIL AP "NOT TO SCALE PLAN VIEW INSTALL LEVEL AND FLUSH WITH NATl1RAL GROl1ND A J SECTION A-A F� PIPE (d = 15" OR IS") S�� f D �RM INFLOW NqTURAL I - GROUN� LINER�, C1A55 B RIPRnP 'r- B- I WITH GEOTEXiILE MIN.1'TUCK DETAIL NOT USE IN SECTION 1 B- 4.OFt., D= 1.OFt. W= 4.OFt� 3A0 DETAIL AE BERM DRCH �No��a Scale� � Oa �F VAR. 5.0' V 1o.0'V.C. ?� D ry.,-L . Geotenile � � � d Min. D=1.0 Ft. TYPE OF LINER= PSRM Max. d=7.0 k. -L- STA. 82+00 TO STA. 89+00 RT DETAIL AK STANDARD BASE DITCH �Not�o Scole) G��oi Nowoi ound 7�� ti� Ground d D B . Min. D=1.5 Ft. Max.d=1.5 Ft. 'Wne� B is �: 6a' B=3 Ft. Type af Liner= PSRM DETAIL NOT USED IN SECTION 1 DETAIL AQ FILL IN POND W/ROCK PL4TING �No��o scaie� xwca uHE � VAHIES �\ ���! Existing �� \ � Tp��.W.S. \� CIA55 IRIP-RAP -L- STA.168+20 RT DETAIL AW LATERAL BASE DITCH (Noi�o s�ale� No��rol � � � Fill Ground :) D ry�'� �����' Slope d GEOTEXTILE � B Min. D= 2.SFt. Max.d= 2.SN. �Wne� 9 rs� 6.0' B- 4.OFf. TVPe af Liner= Class B Rip-Rop 6= S.OFt. -Y2RP8- STA. 16+20 TO STA. 18+50 LT 70P OF FLOODPLAIN TCP OF FLOODPLAIPo' ^OIR FZBER BENCH (TYPJ COZR FIBER MATTING BENCH MA7TING ITYPJ WZNGWALL �WINGWALL WINGWALL WINGWALL � I � NATURAL � � GROUND COZR FIBER MA7TING CfASS 7I RIP RAP� W/GEOTEA'TILE FAf3 1.5 KEY-ZN (TYPJ I ��� - � �ELOW STREAMBED � 8.0' ITYPJ 8D' �(YPJ SFCrION B-B (OUTLETJ GOOKING DOWNSTREAM (NTSJ �NcrH=ioa � - CLASS I( RIP RAP W/ GEOTEX77LE FAB �� PLACE F ZLL � �,.� \ � NATURAL - LOW FLOW � � Ki GROUNO CHANNEL 1SKEY-IN ITYPJ'�., 7.0' BURY BELOW STREAMBED !_OW F�LOW 8.0' (7YPJ CHANNEL VARIES VARIES 0'-8' B.0'-9.0' SECTION A-A (INLETJ IOOKING DOWN57REAM (NTSJ �ENcrH=io9 NLVERT INLELOUTLET DETAILS -L- STA 65+84 DETAIL AF SPECIAL CUT DITCH �No�io s�aie� � Ditch 1_ p�1 °� slope G�ound 4�1 D F\�e� q Po� Min. D-1 ft. DETAIL NOT USED M SECTION 1 DETAIL AL STANDARD 'V' DITCH � r+oi io s�oic� Noturol Noiurol Gro�nd 2,� ,�� Graund D Min.0-1 F. -Yt- STA. 27+25 TO STA. 27+60 RT, 5=0.60% BEG. ELEV=778.68, END ELEV=778.47 -Y- STA. 44+00 RT, L=30' 5=2.6% BEG. ELEV=666.2, END ELEV=665.5 DETAIL AR STANDARD BASE GRASSED SWALE �Nette Scale) G�oun' �R 3. ���� G�ounol D �f F�9�.FR � O�F B `NOTES: 1) LONGITl101NAL SLOPES BETWEEN 03°� AND 4.0°0. l) MODIFICATIONS MhY BE NEEDED, AS APPROVED 0Y ENGINEER. DETAIL NOT USED IN SECTION 1 DETAIL AG CHANNEL C QANGE �Notfo Sc le) t� Nolural- i Propased Ground � Notur I _ _FiII5lope � Groun� 7: �... 1'iFt. r-- d o \ �� GEOTE%TILE B Min. D=2.0 Ft. �-Esist. Channel Max. d=2.0 Ft. B=Vories Type of Liner= See Below 6=5 Pt. -L- STA. 62+40 TO STA. 63+11 LT, 6=4', CL I -L- STA.63-i�95 TO STA.64 i-35 LT, B=4', CL 1 -L- STA. 64+90 TO STA. 66+24 RT, B=4', CL I -L- STA. 127+16 TO STA.133+50 RT, 8=4', CL I, D=2.3', d=2.3' -L- STA.133+50 TO STA. 136+50 RT, B=5', CL I, D=2.7', d=2.7' -L- STA.136+50 TO STA. 137+05 RT, 8=5', CL B, D=3.9', d=3.9' -L- STA. 152 i�63 TO STA. 156+� 43 LT, B=4', CL B -L- STA. 176+80 TO STA. V8+30 LT, 8=3', GRP.SS, D=3.8', d=3.8' -L- STA.178+30 TO STA. 179+34 LT, B=3', CL e -RPA- STA. 21+50 TO STA. 22+77 LT, B=4', CL B -Y- STA. 13+82 TO STA. 15+99 LT, B=4', CL B -Y- STA. 43+91 TO STA. 45+92 RT, 6=9', CL I, D=2.6', d=2.b' -Y2- STA. 30+67 TO STA. 31+50 RT, B=6', CL B, D=3.5', d=3.5' -Y2- STA. 53+47 TO STA. 54+35 RT, B-6', CL I, D-4.8', d-4.8' -Y2- STA 56 I�25 TO STA. 56 i-65 LT, 8-6', CL I, D-4.2', d-4.2' -Y2- STA. 58+08 TO STA. 58+78 LT, 8=6', CL B, D=4.0', d=4.0' DETAIL AM BERM BASE DITCH �No„o s�aiell I Grural ,�.\ aDWY ound ?:� p d N Min. D-1.5 H. B - GEOTExnLE '� Max.d=1.5 F. 8-2 Ft. b=5 Ft. Type ofLiner= Closs B Rip-Rap DETAIL NOT USED IN SECTION 1 DETAIL AS STANDARD BASE DITCH (No��o Scole� NONraI Naturol GrounG f 7�� p ,L�� Ground d eoexile� I B Min.D- 1.OH. Max. d= 1.oFt. 'WAen 8 is � 6.0' 8= 4.OF{, Type of L'iner- Class I Ri�Rap -FLY- STA.74+63 RT, L-52', 5-7.7% BEG. ELEV=649.9, END ELEV=649.0 -FLY- STA.78+90 LT, L=47', 5=14.9% BEG.ELEV=685.O,END ELEV=678.0 -L- STA. 31+59 LT, L=88', 5=8.1% BEG. ELEV-688.0, END ELEV-680.9 -L- $TA.48+00 RT, 1-47', 5-72 3% BEG. ELEV=690.5, END ELEV=684.7 -LPD- STA. 13+50 RT, L-36', 5-11.9% BEG. ELEV=689.0, END ELEV=684.7 -SR F- STA.14+00 Ri, L=315', 5=5.1% BEG. ELEV=737.0, END ELEV=721.0 -Y- STA.45+00 LT, L=50', 5=11.2% BEG. ELEV=698.0, END ELEV=692.4 -Y- STA. 45+85 RT, L�-40, 5-12.6% DETAIL AX BEG. ELEV=674.5, END ELEV=669.5 LATERAL 'V' DITCH (Nolb Scolc� I Ij�� b �7I urol j� I �"' Fill Ground Z.� ,L�� "k�. Slopa D Min. D= 1.SF. b= s.oH. DETAIL AY SPECIAL CUT DITCH DETAIL NOT USED IN SECTION 1 ��°"� s`O1e� - pronf cF NoNrol � A� �( Slope c�o��a z.� p \o e� Min. D= 2.OFf. DETAIL NOT USED IN SECTION 1 7"OP OF FCOObPLATN i0P OF FLOODPL.AIN BENCH "'OIR FZBER MATTIN� BENCH r� WINGWALL I WIN�WALL WINGWALL -'�� �.._-� �� �NATURAL GROUND AB y 15'XEY-IN (TYPJ VARIES� �VARIES 7.5'-B.G' 0'-8' OUTLET CHANNEL/MPROVEMENTS LOOKING DOWNSTREAM (N7SJ LENG7H=56' DETAIL AH SPECIAL CUT DITCH � H no s�oia� From Nofural Q� °� Dilch Ground Z:) D F�O�te� Slope d Min.0=1 Ft. Type of Liner= PSRM Mox d-1 Ft. DETAII NOT USED IN SECTION 1 D ETAI L FALSE SUMP �Notto Scale) Med�an D'ich _ 9 -.� 2 �- - �see chon aelow� -�.-.. zo' � -� GI � 5 - etc. S=Dit<h Slope 4 Proposed Dirch � DETAIL AO LATERAL BASE DITCH No�ural 1 Noi o Scolef Ground i � 3.� p 3.� I ^h�. Fill siov� I„ I Min. D=3 F. lr.! B-5 Ft. 6 - 5 Ft. DETAIL NOT USED IN SECTION 1 DETAIL AT MEDIAN V DITCH (No�lo Scole� sno�me, � sno�iae, in� Q , o� Poin� FD eo� P�\o gC DETAI� NOT USED W SEC710N 1 DETAIL AZ LATERAL BASE DITCH (No��o Scole� 1� No�urol Fill Ground a. 7:/ D ti�, ���' Slope GEOTE%iILE B Min. D= 2.OF. Max. d= 2.OFf. 'When B is � 6.0' B- 4 H. Type of Liner= Closs I Ri�Rap 6= 5 H. DETAIL NOT USED IN SECTION 1 CDIH FZBER MATTING W.TNGWALL CCASS Z RIP RAP W/GEGTEX7ILE FAB NATURAL GROOND KEY-IN ITYPJ 3URY �W STREAMBED INLET CNANNEL/MPROVEMENTS L.00KING DOWNSTREAM (NI�SJ LEN67H=53' CUWERT INLETNUTLET DETAl1.5 -L- STA 153+70 PROJECT REFERENCE NO. R-2536 RhV SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 20 -2 HYDRAULICS ENGINEER REVISED 5N6/2017 REVISED 6/74/2016 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PLANS PREPARED BY : R�C �C RUMMEI, KLEPPER & KAHL, LLP 900 RIDGEfIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609-3960 NC LICENSE NO. F-0112 •(919) 8�8-9560 DETAIL AN CHANNEL CH�ANGE ( No� to Sc le) � Proposed Natural� Nafv�al _ _%�II SIOPe Gro�nd � Z'iroun�T ?:/ D t. � - - - d �� �J CL B Rip-Rop � B � GEOTF%illE �" Exisl. Chonncl - Min. D=3 Ff. Mox.d=3 Ft. B=VARIES Type af Liner= CL 6 Rip-Rap 6=5 R. DETAIL AU RIPRAP TRANSITION AT JURISDICTIONAL STREAM �No�io swie� K� � 10' (TYP.� PLAN VIEW G�ovnd �� 'C��'0. G�o�nd & a R q-0FR D_`O p�D' e �, d, and B will match Type ofLiner= Closs B Rip Rop incoming difch -L- STA. 8+85 LT -L- STA. 128+05 LT -L- STA. 197+46 LT -Y2- STA. 35+15 LT DETAIL BA STANDARD BASE DITCH �No�ro Scale� Na�uml Na��ral Ground 7;� .��� Ground d � Geofe.�ae g Min. D- 2.OF. Max. d= 2.OF. ^When B �is < 6.0' B= 4.OFt. Type of Liner= Class B ftl�Rap DETAIL NOT USED IN SECTION 1 NATURAL GROUND� ' ' ' ' ' ' ' . -i CLASS I RIP RAP W/GEOTEXTILE FAE EXCAVATION DETAIL NOT USED IN SECTION 1 DETAIL AV L4TERAL BASE DITCH �Nafla Scale� � Ground z F�ill d :/ p '1,.� 1':ft. 51oPe GEOTE%TILE B M'in. D= 2.OFf. Max.d= 2.OF. 'When B is < 6.0' B= 4.OF1. Type of Liner= Class B Rip-Rap 6= S.OFt. -L- STA. 156+43 70 S7A. 161+00 LT -Y2RP0. STA. 15+35 TO STA. 20+27 LT -L- STA. 181 �+69 TO STA. 182 ��� 25 RT -L- STA. 198 �-57 TO STA. 199+50 RT -Y- STA. 45-00 TO STA. 45+20 LT -Y2- STA. 35 -i- 04 TO STA. 40 I- 50 LT -Y2- STA.57+90 TO STA. 62+00 RT DETAIL BB BANK STABILIZATION AT PIPE OUTLET � Nof �o Scole) GO n� - . '- - ��nd e��To t `1cer2a CHrvo�oble�Eo Class I Rip Rap -L- STA. 90+55 LT, L=36' -Y- STA. 58+00 RT, L=30' � �EXCAVATIUN NA7URAL �RO(1N0 � . . _ y� � CL�55 II RIP RAF W/GEOIEXTILE FAB IN (TYPJ KFY-ZN (TYPJ lNL�7 CHANNELIMPROVEMEM"S �UTLET CNANNELIMPROVEMENTS L00/<lNG DOWNSTREAM lNTSJ LOOKlN6 DOWN�7REAM (NTS) LENGTH=3Y L�NGTH=45' CULVERT INLET/OUTLET DETAILS -Y2- STA 55+28 PERMIT DRAWING SHEET 3 OF 257 DETAI L SH EET FO R S ITE 3 PROJECT REFERENCE NO. SHEET NO. R-2536 7A � RhV SHEET NO. ROADWAY DESIGN HYDRAULICS h ENGINEER ENGINEER �\q f1 j ��Q � REVISED 5/16/2017 � � � � � � � � � � � DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED GLI PERMIT DRAWING SHEET 14 OF 257 DENOTES HAND CLEARING DENOTES MECHANIZED CLEARING DENOTES IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER 25 0 2� �T_�li SCALE ALANS PREAARED BY : R�C �C RUMMEL, KLEPPER & KAHL, LLP 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH GAROLINA 27609-3960 NC LICENSE NO. F-0172 •(919) 878-9560 SITE 5 SM—AA ����� \ -- � �,� REMOVE PIPE MATCH BASE DITCH '!�� TO EXISTING� STREAM SEE INSET A�� PUE PUE B PUE PUE � CHANNEL CHANGE SEE pETAIL AG F„ - SEE INSET B 15" CSP � �TERAL BASE DITCH SEE 2 EL80WS ' - _ R@D & LUG �� ��—� _� �_ � i \ /� � i 2GI FS ��� REM�VE � '-------------36 T (NOT ��� 2 E' 2GI FS 2GI R�„ �s,, a � --�\ i � � / C / \ / i � � STANDARD BASE DITCH � \ SEE DETAIL AS .� INSET A �P2 � � SITE 4A DETAIL SHEET S E—AA `I FO R S ITE 4& 5 � � PUE PUE PUE � '� I N S ET B �e 1B wiSlab Lid — — I �,- .� LATER.4L V DITCiH �����I � SEE DETAIL G � � 5„ CSP ___-------- � 2 ELBOWS C F ROD & LUG COLLAR EXTEND p. Det. J8 ilab Lid S E—AA / i '�� � BANK STABILIZATION \ AT PIPE OUTLET SEE DETAIL AJ J0� � CB _ CB 15„ ' RCP-III N � a3= w Umad �nw� ^NOI , „ F� ��ITE 4� , � � / \ , ��, LATERAL V DITCH \ � SEE DETAIL G \ � � SEE INSET C \�� 2G1 � FS \ � � � �S� \�� � ���� , \ � � \ � "�� \ STANDARD BASE DITCH LATERAL V DITCH \ SEE DETAIL R SEE DETAIL G C\ � � � — --- ---------------_-- � F � HW � � i � CHANNEL BLO( � SEE DETAIL U SITE 4C �INTERMITTENT v' � S E—AA � PERENNIAL 15" RCP-I PROJECT REFERENCE NO. SHEET NO. R-2536 7B RhV SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER REVISEDIS/16/2017 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED GLI PERMIT DRAWING SHEET 15 OF 257 INSET C �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER 50 25 0 50 100 SCALE 25 0 25 50 SCALE FOR INSETS ALANS PREAARED BY : R�C �C RUMMEL, KLEPPER & KAHL, LLP 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH GAROLINA 27609-3960 NC LICENSE NO. F-0172 •(919) 878-9560 DETAI L SH EET FOR SITE 6 � � � ''�� 30" RCP-I I I , � �� �,,!,(NOT BURIEDj� �� i TERAL V DITCH� \` � SZZ—/Vl SEE DETAIL G STANDARD -BASE DITCH ' SEE DETAIL T `SEE INSET A BEGIN JS HW LATERAL V DITCH SEE DETAIL D i— -------_ / , , LATERAL V � DITCH SEE / DETAIL G / � � � , ; , ,is�� csP �� � / z ELBOWS \ ROD & LUG INSET C LATERAL V DITCH SEE DETAIL G _ SITE 6A // / / / / � � � � i � , � � SEE INSET B INSET A __------- �,. � _ * ( \ \ A �,� c WU U—/`�if� � � ` � ` �"�� ���, � � � � ��_J�S� \\�,� �`:,� � � ��� �� � _ � �1 � � �' 1 � �, �� A � � � \\ � \ �� � \ `�n1"1' � \ ; � %' \ �'0 \ �. : ���, SITE 6B �'�,�'�� `, � ��� \ \ \ � � � ��� SEE INSET C `� ��� � � � \ �� CHANNEL CHANGE �� SEE DETAIL AG TOE F SEE 1AN�EL BLOCK SEE ETAIL U PROJECT REFERENCE NO. SHEET NO. R-2536 7D � RhV SHEET NO. ROADWAY DESIGN HYDRAULICS h ENGINEER ENGINEER �\q f1 j ��Q 2 REVISED 5/1612017 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED GLI PERMIT DRAWING SHEET 18 OF 257 INSET B � DENOTES MECHANIZED CLEARING � DENOTES FILL IN W ETLAN D �DENOTE$ IMPAGTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER 50 25 0 50 100 SCALE 25 0 25 50 �177 � � SCALE FOR INSETS ALANS PREAARED BY : R�C �C RUMMEL, KLEPPER & KAHL, LLP 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH GAROLINA 27609-3960 NC LICENSE NO. F-0172 •(919) 878-9560 SZZ—AA F SITE 6C / ioN / C i SET A i N � 't�--- � HW CHANNEL CHANGE 4f�_ , - - -, , SEE DETAIL AG �.Q' - +..s—��� s sa ��� � R�P_��� "^"I \ 1 _ � r a� �►z a. m rn '`�a� m N � '� mD � � F �� _--_�_ OI� \\\\� T LATERAL BASE DITCH (,Jj SEE DETAIL C � INSET A � i ' 54" RCP-III �' � r 1-1 i�� � \ \ �\ INSET C � �� '.� �� SEE IN ET � ��� ���:-- \ � �-� - --�E- — �CN�� � �� MP'S�( P��� � ,F�-S�E SN 36„ ac o�E ITE 18C ����� ��� � - --� �� � � � � \ S H—AA , � `� � SITE 7 \`�, \ �� ITE 18B � \� � � G—/`�/"� \ � � \� \ SEE 0 �� �.�F v�i � _ \ S E CULVERT INLET STA.65+84 �IT T�F I I �j�---- �c � \� \� � �� � � F � 2GI � � � \ �r3� � � \ � � � � O° �\ �I \ � \ \ \ � � � I TCH � � � ��\ �\ � � � �\\\ �\ I1 E 7 \' � ` F' \ .�QE \ \ �F J � rO� �\ i�O�/ \\ �� , SG—AA � � � � �\ _ ' \ F\ _ � � � � � \ F--- -_ - - �� �. ./�� ---_ E CULVERT INLET � \ o c \ � �_ \_ ,...,..s \ \ , � \ _ � � �_,) � �, � ��— � �\ �� N \ � \ � � I\ � � � \ � ` :��� __ 15" CSP\\ 2 ELBOWS� 1 �- —�� A ROD 8 lUC'� � y � \ -- / i < /9� MATCHLINE -Y- STA. 28 + 50 SEE SHEET 7 sP oe�. 18 whla6 L'id m ' 18 w,51ab � \ ��a � LATERAL V DI CH � � SEE DETAIL ,p � � IF m MATCHLINE -FLY- STA. 54 + 00 SEE SHEET 59 2 ,5 �sRr 2 ELBOVYS 00 8 ��� GLI -15" � 1 LATERAL V DITCH�..... RCP-III� SEE DETAIL G ��� � SEE IN T D � 18 hlo6 Lidl, uRiEv SH—{.i m� ATE BASE SITE 1 DITC SEE DET IL AI 0 m m PROJECT REFERENCE NO. SHEET NO. R-2536 58 RhV SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER REVISED 5/16/2077 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 23 OF 257 �q7 �� �PO � �5q Jo � DENOTES IMPACTS IN 1 m � � SURFACE WATER J �' ` �DENOTES TEMPORARY IMPACTS IN SURFACE WATER ^� � W�R m . � _� � � -- .; � -�_ --"- LATERAL BASE - ��� I DITCH SEE � DETAIL C . I m ' INSET D ;; = \/� � F7 � � a'� m �'�� �v �' % ��A>� � �� � , %J �kA�s � � �� � --� i� �� � ,� �� �� � -Y- STA. 38 + 00 c m v m �G m � m ,AZ,��� f/��� /��� � �\ �, � � 25 0 25 50 SCALE FOR INSETS 50 25 0 50 100 SCALE ALANS PREPARED BY : R�C �C RUMMEL, KLEPPER & KAHL, LLP 900 RI�GEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609-3960 NC LICENSE NO. F-0172 •(919) 878-9560 � � _ r cn Z mrn m I N � '� mD rn � N �� N O -I- tn 0 SZZ—AA c iT�� TOF _ -� . \ s e NLveRT �n STA. 65+84 _i�e89 TOF � � �VA��\ � T�F\ INSET A �; ��- —_—�� F -----_ - - ;�°_ �. ,1�� - — - _ ' 54" RCP-III E CULVERT INLET 1 PROJECT REFERENCE NO. SHEET NO. � MATCHLINE R-2s3s 5a � -Y- STA. 28 + 50 �NN SHEET NO. -- ' SEE SHEET � ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER � � � I 1�1 C CT r" 51 �-,�„�, I ; � �., �', ��� `� � �� � , � � � <, \ �l e ''' � , �- i '-�� � � / �j s� � �- �N4 I \ f ��\� �� � \ ' � '� I � � I ��\_ •� \ �— \ \ 66 � �CN�� � �� _.�5� aEE�� � r � � ��1� = a � I '\ � \ I u- _ �� ' ) � �� ' ' , �� -�, J � ��� - � � �� �� � � ��� a 1 � J .. � � ��.� � ��h�� � �� �S� i ,) J"��:� �� � � �,I�� LATERALV DI � � I � SEE DETAIL _ _,_ /' ; ���> �, � MATCHLINE �� j�qTCHLINE -FLY- STA. 54 + 00 _Y- STA. 38 + 00 SEE SHEET 59 cFF CHFFT �o I / c m D TCH / �IL � � m �G / m\ I m REVISED 5N6/2017 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER INSET D / ai� � ��� -' � / A,�, `� �,, � ��� ; �� � ��`i� -�a ,a2� � ��� w� ��,��� 25 0 25 50 SCALE FOR INSETS 50 25 0 50 100 SCALE \ � � ALANS PREPARED BY : R�C �C RUMMEL, KLEPPER & KAHL, LLP 900 RI�GEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609-3960 NC LICENSE NO. F-0172 •(919) 878-9560 S � � � ro �� ,-------� --------------= � r � W W _ N W W N O O + O � � Q H N I J � W Z J _ U F 2 INSET A � �-�_ ,� � PROJECT REFERENCE NO. SHEET NO. R-2536 /5 RhV SHEET NO. NqQ 8 ROADWAY DESIGN HYDRAULICS � ENGINEER ENGINEER � PERMIT DRAWING SHEET 44 OF 257 REVISED5N6I2017 DOCUMENT NOT CONSIDERED FINAL GLIUNLESS ALL SIGNATURES COMPLETED INSET B �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE 25 0 25 50 SCALE FOR INSETS 50 25 0 50 100 SCALE �o � � W W _ N W W N O O + M � � Q H N I J � W Z J _ U � 2 PLANS PREPARED BY : R�C �C RUMMEL, KLEPPER & KAHL, LLP 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROIINA 27609-3960 NC LICENSE NO. F-0112 •(919� 878-9560 ;i x � — _ — — _ — _ � _ _ — — _ — — — — _ _ _ _ < — — — — �1�� \� � INSET A ; � � _ � _- _ � � , �� �� _ _ � – � — � _� -_ , � �'��-����� , , � � � � � � _ � ` ����'-��_ asc -- --- \ \\ � � ' -�� \� �an `��� i �— � 09��� � BS��� � � � . _ . �. � � , � __ � � �' �� —��� � '� �, , .. . , —_, ,� ,;�� a � � _, _ � . � - �o��� � \ r _ \eBG� _ � :\ � � \.`\ � � `�� \ \ , �, � . . __u6L—_ . . � � i w _— ---- \e � w � _ _ � � \ � i _ _ — � ',. � . j . —_� . CSP .. // �i . � � � � .. _ — _ � � ,5 �UG �� � � � __—� aoo & �i � W � .. .. � . 2GI \ F i� . W � �� N Fs O O + � 170+00 � Q � N J � 175+00 2G� J . . \. � �� ��� ��� �\� ���// C TCiI 2 ` \'� --'� - U---__ _ ,�— F-------- --�� --------- / `a � �� ---- � �� ,\ Ci � � - � � R� ...-- ... __. _... \)9 \ 0 �,� ,� ��� --� � � �� SITE 13 ���a, S K� CHANNEL SEE DE' CHANNEL BLOCK / SEE DETAIL U /� PROTECTION �. �5" � E.DETAI� I 3�.EL@py�s � eo��� i�G I INSET B PROJECT REFERENCE NO. SHEET NO. R-2536 /5 RhV SHEET NO. NqQ 8 ROADWAY DESIGN HYDRAULICS � ENGINEER ENGINEER � PERMIT DRAWING REVISEDS/76/2017 SHEET 45 OF 257 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED GLI _,� , \ \� � \� // � � � , ��'sa ��� SITE 14 ' � � � �� �� � SI—AB � �; � � �--�— � CHANNEL CHANGE SEE DETAIL AG ,ri� / ' �— ( �-- — / ��� — _ BASE DITCH DETAIL C � � SITE 15 � \ .. LATERAL V DITCH w ', SEE DETAIL G W LATERAL V DITCH - � � SEE DETAIL D ��_ � N —__--- F W - W N s�i zci O is ecr-iii =_ 0 � + �"OO 2GI ^ FS 2GI-A M sa RCP-m 00 � 15" RCP� III F$ . r Q � n N - I 2GI J � � � � SEE INSET B ao cse W .� N Z ROD 8 L G i--- �� Z -------- ���� � U �-.� ... ,' � LATER L BASE DITCH / i�� � SEE DETAII AV STANDARD BASE DITCH � %I � /� SEE DETAIL R t. BANK STABILIZATION � � "� �� AT PIPE OUTLET �,Oi.ATERAL V� SFE DEfAILAI ����,j j% DITCH SEE 'r ' DETAI� D . \ \\ �` �"' � �\ ���� SJ—AB � � � � � � � � � � ��,v� � � � , � � m ���.s s , 1 a , �r � I . i � , I .. � . N . . . I� I 'I l �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE 25 � 2S S� SCALE FOR INSETS 50 25 0 50 100 SCALE PLANS PREPARED BY : R�C �C RUMMEL, KLEPPER & KAHL, LLP 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROIINA 27609-3960 NC LICENSE NO. F-0112 •(919� 878-9560 �� � ,���__ ., � �� ' �, �, �� i � � � ,n � '4 .. � L;r' ��-�., �� . �,���s \ -� ��� \ �� : : ��� 'i,'� �'' � �7a a� < �r �; � ���?�sr� _ ��, � � �� , � �,`' n �, � �� J� 2 / F � SPKIAL CUT DITCH � /v SEE DETAIL H � / / R � k / C \ / F ----_ / M 5, / � / � � —Y2A— /��� V..� / / J`�' Q / J`' C � , , - ------- "��Ol b�,� � �JR ,,, `�0 Sp. Det.. JB w/ Slab Lid INSET A � � / / / LATERAL BASE DITCH SEE DE7AIL M W ,� W J_---�� REM�JE i' � / _ _ � � �� N � �-- �------ SPECIAL CUT DITCH� W C—� � SEE DE� ' �5" CSP W — � 2 ELBOWS- N ROD 8 LUG � O 0 -�- 25+00 � N Q EMOV � 15,. N � I ---- _-----____—� � C �.�..� L �� Z�r`^-�v' -� ,_l w� �T � —�" • _�, '',: 2 L' RAMP �WD PCST � �sFgu. < � ...-J�_ �. . .._ . TOF TOF �_ �RADE TO — DRAIN ` � C —_— F ��� y. � G� ��i ---PUE— �Q INSET B LATERAL BASE DITGH _ SEE DETAIL AI LATERAL BASE DITCH $EE �ETAI� AI GLI PERMIT DRAWING SHEET 53 OF 257 � TDE � H PROJECT REFERENCE NO. R-2536 RhV SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SO—AB�S I—AA SITE 21 �� -s- �5=- / TDE ,�S , L4TERAL BASE DITCH LATERAL BASE DITCH i�/ � SEE DETAIL AV SEE DETAIL AI �,�� _--�- TDE TDE � � SEE INSET A / 5 _ � � HW � l I . , _ --- --- --- _ _-----F r ����--��� �pteV�\�o\ o,.�G � _ ,, � � m — _. �_-- _ _�� - wQ . ..,.. / � . . 18„--�___ — NOi - � � RCP-III 15" LSP � 2 ELBOWS � � COLLAR zG1 ROD & LUG 2GI 30 S ll' 47' 34.9" E _--� �'m \\ COLLAR � � \ \\1� � \ \ PUE PUE �� \ � \ ' _ \\ � . � v � � I STANDARD V DITCH I � SEE DETAIL W �� � % CHANNEL BLOCK � SEE DETAIL U � NEL CHANGE � SEE DETAIL AG � � 2 z � ��� �. Del.. C N� � I JB w� � "G l06 Lid 2GI N 2GI I cr-in N � D 35 00 = DI DI 15" 15" p� 15". RCP-Iil V RCP-III RCP-III I� T � 0 24" CSP rn L4TERAL BASE DITCH I,qTERAL BASE DITCH 2 ELBOWS SEE DETAIL M SEE DETAIL C ROD & LUG N �-- Z � rn �-: � F aut � PUE � W __--------_ � - � �,��< 0 � BANK 5 ABILIZATION � � AT PI E OUTLET T�F o see eTni� ni TDE � DE— SITE 21 �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER 25 0 25 50 SCALE FOR INSETS 50 25 0 50 100 ��l�il� j � SCALE ALANS PREAARED BY : R�C �C RUMMEL, KLEPPER & KAHL, LLP 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH GAROLINA 27609-3960 NC LICENSE NO. F-0172 •(919) 878-9560 � � ro � � � z � U Q co 1 n 3 � m ❑_ D �� m PROJECT REFERENCE NO. SHEET NO. � % %� R-2536 63A GLI � SHEET NO. ROADWAY DESIGN HYDRAULICS � ENGINEER ENGINEER \a _ M � ____ _____ �' - 2 PERMIT DRAWING ------' --- SHEET 54 OF 257 ./� _ ,� bo��� ���\�Q� REVISEDSH6/2017 f / {. �.. . . . �— ��-� � �u�o�_�_- � � , % � � � � � �� �� " �� �- '- - DOCUMENT NOT CONSIDERED FINAL ow;, ,y �; . �,� ,r ; � - � � ,, , _ � . � � UNLESS ALL SIGNATURES COMPLETED o �o `� / �� � C� � „\�`" � � � �4 / �� � a. ; _ . . 5 -' � �� � � � ,���' s �' � � _ Sp. 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F // � / ( 1 /( %� l� -J / . . � ' / / � LATERAL BASE DITCH j/ 1`?� �/ LATERAL BASE DITCH q -� " SEE DETAIL AV SPECIAL CUT DITCH r 1 JI � � ' / SEE DETAIL AI '� - SEE DETAIL H / � k, � 6� --;- ' � . � ' R %� � e� � i � _ - �- — „—� � � / �-rde r�e Toe-��� ,- ,, k � , � _ � � � �F � � j �m� -�%, �_/--�_>��_ �� � - � o SEE INSET A �,5 - - i / \ � �` � � � m - LAIt1VCL BASE DITCH ~ � � " (�' (� 5� � / � ' m LATERAL BASE DITCH \" � $EE �EiAI� AI R HW " ,�•1 � / QJ SEE DETAIL M -- ��/ /1 � -Y2A- ��c C i = vr LATERAL BASE DITGH — \'-' W / R C SEEDETAILAI ___ --� � _ __ ---F I� W � _ � ` p\ _ — — � � -.. � ft MOJE ' / � I \ � � `^ � o gJ��E O ^' .� � Ri 2 E , __-- ,,,��' �mm \�S ��`� N -- — 'PESEELDETAI DHCHF` ROOLBO UG y � � %� /' / /'- ' � 5� b � O � �.'__-� --____--_ _ _ . � rOi ��� � W C �— 15" CSP � 18 ��--- 15' CSP -- . � S Def.. � � � �- RCP III 2 ELBOWS N W .. . I 2GI � COLIAR � 2GI ROD & LUG 2GI - '�<I 2GI 2GI I N 0 � �. u�� acr-w N 0 A -�- 25+00 � 30+00 n � D 35 00 �, � z = oi oi ' N S//' 47' 34.9" E p r � RCP m RCP III oi is' Rca-ui V Q . . ... - . � . EMOV , I 2 + � � RE OVE GRADE TO Q � � 15' DR.41N � I � � � � _. � u z-z�i ` N O � ------ --- ---------- -- � - � --- F __ N3� ._ .. - . .. �, --------- �°�e V� �- _. .��- -- � � �. za^csP m c � i... . .. \ i�u I . -�' .. '___ _. . �OLLAR SEE DETAIL L E A A IT H �& US T ��- � .. ' COLLAR^ � O +I --- ----_ STAS DADET I DIT H �- Q SMSCH ATSEELDETAIL C C OD�� _ G N L4TERAL BASE R � ���,.- � � ,,r �j a � ' �-'�� �� �' � ?-4 z� — 2 ZiW, �T ' - � , - ---- o �, � � _ . �� A mFs � rn 2 21 L RAMF_ -�WD PCST � � C _ "� _ � \ F � L G� �i -- PUE PUE PUE � �B'l� � .P� (A (> � -,�-^,��,�*�-��-� �Qv � . P�t PUE � _ i�Fgu� A . � < — \ � o.. , , _ rs � \ J �0� / . Q \ cnnNNSEE CNSET B _ - .� � ---------- - c � �- - _- � , Fss �j, � I 1 \ \ � � \ SEE DETAIL U � . ' 7 i i�, �, ( 1 ,\ \ e . NEL CHANGE — . . .. . . . . . . . � . �.O SEE DET=1L AG � � . � . F / Q \ � . BANK 5 ABILIZATION � 0 \ \ -- � . TOF �_ INSET B � _— TpF R SITE 21 � AT PI E OUTLET � SEE ETAIL�'(DE , � � � DE � � �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER �� � , � _ __ �aa—� , �� 25 0 25 50 � �, �1� 11= —{� � SCALE FOR INSETS 50 25 0 50 100 I'LANS PREAARED BY : �����= I-- � R� � SCALE RUMMEL, KLEPPER & KAHL, LLP 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH GAROLINA 27609-3960 NC LICENSE NO. F-0172 •(919) 878-9560 DETAIL A � BERM DITCH o a I N��o s�aie� :F N 5.0' I VAR. y p V I VAR. 1 t0.0'v.C.?� D � Min. D= 1.Of1. -L- 5TA.210+00 TO STA.212+00 LT -L- STA. 229+00 TO STA. 230+00 RT -L- STA. 301 �-50 TO STA. 303+50 LT -L- STA. 339+12 TO STA. 340+50 LT -L- STA. 449+70 TO STA. 451+50 LT -SR Q- STA. 17+30 TO STA. 20+48J6 RT -SR (?- STA 22+48.77 TO STA 26+81.87 RT -Y4RPA- STA. 33+40 TO STA. 35+80 RT -YS- STA. 18+50 TO STA. 19+50 LT -Y9FLY- STA. 40+00 TO STA. 44+00 RT -Y9- STA. 37+75 70 S7A.41+50 LT -Y9- STA. 48 i� 58 TO STA. 50 I-00 RT -Y9RPD- STA. 19+00 TO STA. 22+00 LT -Y9RPD- STA.23-00 TO STA.25+00 LT DETAIL G LATERAL 'V' DITCH � rvoi �o Scole) G�urol r- Fill o��d 7. p �:` �„h�. Sioae d Min. D=1.5 Ft. Max. d=1.5 Ft. 6=5 Ft. Type of Liner= PSRM -L- STA. 329+06 TO STA. 333+00 LT -L- STA. 329+82 TO STA. 333+00 RT Y3 DET- STA. 15+21.74 TO STA. 15+91.75 LT -Y9- STA. 16+63 TO STA.20-00 RT -Y9- STA. 48+00 TO STA.48+58 RT -Y9- STA. 48+00 TO STA. 49+29 LT -Y9A- STA.29+00 TO STA. 33+50 RT DETAIL O BERM DITCH � Not�o s�olel � Oa �� N 5.0' vAR. 5.b V VAR. 2.� � 10.0' V.C. �-.0 Geotex�ile �� - Min. D= Type of Linei= Closs B Riprap Mox. d= DETAIL NOT USED IN SECTION 2 DETAIL V LATERAL BASE DITCH �N ��o s�oie� f�Nu�urol Fill Gro�nd �'I p 1� "h - Slope d GEOiFxiILE g Min. D=1.5 Ft. Max. d=1.5 Ft. 'When B'�s < 6.0' 8= 2.0 Ft. Type of Liner= Class B Rip-Rop b== 5.0 Ft. DETAIL NOT USED IN SECTION 2 DETAIL B LATERAL BASE DITCH �No��o 5�ale� �Gai�.al ro�nd z.� p 1� ���Rt. F'ill 51ope I„ � Min. D= I.OFt. l.".l B- 4.OF. b= S.OFl. -L- STA. 252+75 TO STA. 254 �-50 RT -L- STA. 346 i 37 TO STA. 347 �r 25 LT -L- STA. 357+00 TO STA. 359+50 lT -L- STA. 392+00 TO STA. 393+00 LT -L- STA. 455+37 TO STA. 455-75 RT -L- STA. 457+50 TO STA. 460-00 RT -SERRDi- STA. 14+00 TO STA. 18+00 LT -SERRD3- STA.23+00 to STA. 25+25 LT -SERRDS- STA.12-00 TO STA.15+00 LT -SR Q- STA. 12+48.76 TO STA. 14+48.76 RT -SR Q- STA. 20+46.76 TO STA. 20+88 RT -SR Q- STA. 34+19 TO STA. 37+04 RT -SR Q- STA. 37+56.54 TO STA. 42+00 RT Y4- STA. 38+60 TO STA.40+50 RT -Y4LP6- STA.11+65 TO STA.20+50 RT -Y4LPD- STA. 11 �-41 TO STA. 79+50 RT -Y4RPD- STA. 21 �i� 50 TO STA. 23-i-23 LT -Y7- STA 20+85 TO STA. 23+00 LT -Y9- STA. 28+53 TO STA. 29+25 RT -Y9- STA. 30+20 TO STA.31+50 RT -Y9- STA. 70+00 TO STA. 73+50 LT -Y9- STA. 78 i� 50 TO STA. 80 �i 00 RT -Y9- $TA. 78+50 TO STA. 79+00 LT -Y9B- STA.12+00 TO STA. 15+00 LT -Y9C- STA. 11 -� 50 TO STA. 13 + 55 RT -Y9FLY- STA.10+00 TO STA.I1+50 RT -Y9FLY- STA.16+50 TO STA. 19+50 LT -Y9RY- STA. 20+50 TO STA. 22+80 LT -Y9LPB- STA.16+90 TO STA. 19+77 RT -V9RP6- STA.18+90 TO STA. 23+15 RT -Y9RPC- STA. 19+50 TO STA.23+50 LT -Y9RPC- STA 20+50 TO STA. 23+50 RT DETAIL H SPECIAL CUT DITCH I�m�o xae� r,o �,ai �- a� � �iace G ound 7.� p F\o�;e� Min. D= 1.OF. -L- STA 219+50 TO STA. 227+50 LT -L- STA. 220+75 TO STA. 226+00 RT -L- STA. 227+50 TO STA. 228+00 RT -L- STA. 247+50 TO STA. 249+00 LT -L- STA. 307+50 TO STA. 307+50 LT -L- STA. 302+00 TO STA. 303+50 RT -L- STA. 336+50 TO STA. 339+00 LT -L- STA. 337+50 TO STA. 339+00 RT -L- STA.451+50 TO STA. 455+00 LT -L- STA. 449+50 TO STA. 453+00 RT -SERRDI- STA.21+00 i0 STA. 21+41 RT -SERRD3- STA.10+00 TO STA.71+50 LT -SERRD3- STA. 43+99 TO STA.45-85 RT -SR I- STA. 10+50 TO STA. 14+50 LT -SR I- STA. 15+50 TO STA. 18+50 LT -SRl2- STA.12+00 TO STA.14+00 LT -SR 12- STA.12+00 TO STA.14+00 RT -SR Q- STA.11+50.47 TO STA.12+48.76 RT -SR Q- STA. 14+48J6 TO STA. 15-98.76 RT -Y3- STA.70+50 TO STA.11+50 RT -Y3- STA. 20+50 TO STA. 20+87 RT -Y4- STA. 49 i� 00 TO STA. 50 + 00 RT -Y4- STA. 50+50 TO STA. 54+50 RT -Y4- STA. 86+00 TO STA. 86+42 RT -Y4LPA- STA. 13+50 TO STA.14+00 LT -Y4LPC- STA.23+25 TO STA.23-85 RT -Y4RPA- $TA. 35+08 TO STA.36+08 RT -Y4RPC- STA.21+00 TO STA 22+50 LT -Y4RPC- STA.21+00 TO STA. 25 �-00 RT -YS- STA.70+00 TO STA.11+00 LT -Yb- STA.13+00 TO STA. 74+00 LT -Y6- STA.15+00 TO STA.16+00 RT -Y7- STA. 10+00 TO STA. 10+50 RT -Y7- STA.11+00 TO STA.14+50 RT -Y7- STA. 23+50 TO STA. 24+30 lT -Y7- STA. 23+50 TO STA. 24+16 RT -YB- STA.9+75 TO STA.10-50 LT -YB- STA. 9+75 TO STA. 17+00 RT -Y8- STA. 13+00 TO STA. 74+00 LT -YB- STA. 28+50 TO STA. 29+55 RT -Y9- STA. 34+50 TO STA. 36+50 RT -Y9- STA. 42+50 TO STA. 44+50 RT -Y9- STA 52+00 TO STA. 53+00 RT -Y9- STA. 52+00 TO STA. 54+50 LT -Y9- STA. 58 I-50 TO STA. 60 i 00 RT -Y9A- STA. 72+40 TO STA. 14+00 RT -Y9A- STA. 13+50 TO STA. 14+50 LT -Y9A- STA.37+50 TO STA. 39+00 RT -Y9A- STA. 47+00 TO STA. 42+50 RT -Y9� STA. 16 �i-50 TO STA. 18 i 00 RT -Y9FLY- STA. I1+50 TO STA. 14-00 RT -Y9FLY- STA. 40+00 TO STA. 43+00 RT -Y9RPC- STA. 19+00 TO STA. 19+50 LT -Y9RPC- STA.20+00 TO STA. 20+50 RT -Y9RPD- S7A.17+00 TO STA. 77+50 LT -Y10. STA. 23+00 TO STA.23+99 RT -YlOA- STA. 15+00 TO STA. 15+74 RT -YlOEND- STA. 74-00 TO STA. 16+00 RT -YlOEND- STA. 78-00 TO STA. 19+50 RT DETAIL P SPECIAL CUT DITCH ( N f ro Scole� � F.o�� How,oi p�> °` ou�n Gro�nd ?'/ D F\ �g� Slope d Geo�exr;le Min. D- 1.OFi. Type of Liner= Class B Ri�Rap Max. d= 1.OFt. -SR I- STA. 24+00 TO STA. 26+36 LT -YSA- STA. 14+50 TO STA. 15+00 LT -Yl0EN0. STA.21+50 TO STA.22+34 RT DETAIL G LATERAL BASE DITCH �No��o Scole� �� -�b �!� Z FII c�o��d �� �� p ti�� i°��. sioao d GEOTEX�ILF g Min. D= 1.OH. Max. d= 1.OFt. •when a �: < 6.0' B= d.OFt. Type of Liner- Closs B Rip-Rap 6= S.OFl. -L- STA. 228+00 TO STA. 229+00 RT -L- STA 23d+50 TO STA 235+00 RT -L- STA. 254+50 TO STA. 261-50 RT -L- STA. 274 I� 47 TO STA. 277 �i� 65 RT -L- STA. 346+00 TO STA. 346+37 L7 -L- STA. 355+00 TO STA. 357+00 LT -L- STA. 393+00 TO STA. 396+65 LT -L- STA. 433+06 TO STA. 435+00 RT -L- STA. 455+75 TO STA. 457+50 RT -SERRD7- STA. 18 �-00 TO STA. 21+67 LT -SERRDS- STA. 13+85 TO STA.14+50 RT -Y4LPD- STA. 10+00 TO STA. 17+41 RT -Y4RPA- STA. 10+00 TO STA. 13+38 RT -Y4RPC- STA.12+50 TO STA. 76+40 RT -Y4RPD- STA.13+35 TO STA. 14+77 RT -Y4RPD- STA. 24+20 TO STA. 25+44 RT -YS- STA. 12+21 TO STA. 14+50 LT -YS- STA.12+31.67 TO STA. 15+00 RT -YS- STA. 46+50 TO STA. 50+50 LT -Y9- STA. 16+50 TO STA. 78+20 LT -Y9- STA. 22+00 TO STA.24+00 LT -V9A- STA.3�+00 TO STA. 38+25 L7 -Y9C- STA.11+00 TO STA. 13+00 LT -Y9FLY- STA.19+50 TO STA. 20+50 LT -V9FLY- STA 50+00 TO STA.51+15 R7 DETAIL I TOE PROTECTION �No��o Scale� O�' ti��-R�� siorE caour+o d F d= 1.OF. �eorexrae Type ofLiner= Class B Rip-Rap -L- STA. 327+50 TO STA. 329+05 LT -L- STA. 352+00 TO STA. 353+82 LT -L- STA. 354+90 TO STA. 357+50 RT -L- STA. 360 I 00 TO STA. 364 I 50 LT -L- STA. 360+00 TO STA. 363+25 RT d- STA. 364+50 70 S7A. 365+50 R7 -L- STA. 405 �i� 25 TO STA. 414+� 30 LT -L- STA. 406+85 TO STA. 412+00 RT -l- STA. 431+50 TO STA. 433+00 LT -L- STA. d55+00 TO STA. 458+10 LT -L- STA.462+50 TO STA. 465+00 RT -SERRD3- STA.41+35 TO STA.42+39 LT -SERRO3- STA. 20+70 TO STA. 23+75 LT -SERRD3 DRl- STA.11+58 TO STA.12+68 LT -SERRDS- STA. 12+50 TO STA. 13+80 RT -SERRDS- STA.15+00 TO STA. 17+00 LT -Y4RPC- STA. 16+40 TO STA 21-00 RT -Y4RPC- STA. 79+78 TO STA. 21+50 LT -YS- STA.21+00 TO STA.23+00 LT -Y5- STA. 45+50 TO STA. 46+50 LT -Y9- STA. 15+75 70 S7A. 16+50 RT -V9- STA. 23+50 TO STA. 25+00 RT -Y9- STA. 27+00 TO STA. 29+40 LT -Y9- STA. 31+25 TO STA. 32+50 LT -Y9- STA. 36+35 70 STA. 37+50 LT -Y9- STA. 45+45 TO STA. 46+00 RT -Y9- STA. 61 �I- 00 TO STA. bl i� 50 RT -V9- STA. 62+60 TO STA. 63+05 RT -V9- STA. 67+45 TO STA. 67+90 RT -Y9RA8- STA.lO�I-55 TO -NC159 SPUR- STA.72 100 LT -Y9G STA.13+50 TO STA.14+00 LT -Y9FLY- STA.10+75 TO STA.11+80 LT -Y9FLY- STA. 77+00 TO STA. 19+50 RT -Y9FLY- STA.24+30 TO STA. 27+25 RT DETAIL Q SPECIAL BACK OF CURB CUT DITCH �NOT TO SCnLE� NANRAL � GROUN� - - - 1.7 � ��_ 1 - DETAIL NOT USE W SECTION 2 DETAIL W STANDARD V DITCH INo�ro Scole� Snoulder Snoulder Pain� 7. � Poin� i Fo Qor tiF o e� -L- S7A.221+50 TO STA. 222+00 RT, L=61' 5=0.31%, BEG. ELEV=833.1, END ELEV=832.9 -SERRD3- STA. 39+80 TO STA. 41+35 RT -Y4RPA- STA. 26+00 RT, L=73', 5=0.41% BEG. ELEV=822.8, END ELEV=822.5 -Y4RPC- STA. 22+50 TO STA. 25+50 LT, L=300' 5=0.30%, BEG. ELEV=836.1, END ELEV=837.0 -Y9A- STA. 42+50 RT, L-20', 5-0.35% BEG. ELEV= 630.1, END ELEV=630.0 -Y9LP8- STA. 16 �i 00 LT, L=50', 5=7.6% BEG. ELEV= 643.8, END E�EV=640.0 DETAIL D L4TERAL 'V' DITCH (No�ro S�ole) �Gaiural round 7� � �,.\ 1"iF�. 51opc D Min. D= i.OFf. b= s.aFr. -L- STA.244-00 TO STA.245+23 LT -L- STA. 252-50 TO STA.253-75 LT -L- STA.249-00 TO STA.249-65 LT -L- STA. 299+36 TO STA. 301+50 LT -L- STA. 455+00 TO STA. 455+37 RT -SERRD3- STA. 40 �-82 TO STA. 41+87 LT -SERRDS- STA.10-00 TO STA.17-00 LT -SR 1 DRl- STA. 12 i� 00 TO STA. 15 + 29 LT -SR 1 DRl- STA.12+00 TO STA.15-29 RT -SR Q- STA. 46+50 70 STA. 47+50 LT Y3 DET- STA. 15 I- 91.75 TO STA. 18 �I� 20.50 LT -Y4- STA. 74-54 TO STA. 80+35 RT -Y4LPA- STA. 17+20 TO STA. 23+39 RT -Y4LP8- STA. 18+30 TO STA. 20+00 LT -Y4LPC- STA. 20+50 TO STA. 23+25 RT -Y4RPA- STA. 21 I- 50 TO STA. 24 I- 00 RT -Y4RPB- STA.14+90 TO STA. 16+25 LT -Y4RP6- STA. 18+75 TO STA.20+25 LT -Y4RP6- STA.21+25 TO STA. 25+50 LT -Y4RPB- STA.30+65 TO STA.31+60 LT -Y4RPD- STA. 15+18 TO STA. Ib-75 LT -Yb- STA.27+00 TO STA. 29+00 LT -Y7- STA. 74-50 TO STA. 16+50 RT -YB- STA. 10+50 TO STA. 13+00 LT -YB- STA. 14+00 TO STA. 15+00 LT -Y9- STA. 19+90 TO STA. 22+00 LT -Y9- STA. 44-50 TO STA. 45+25 RT -Y9- STA. 60-00 TO STA. 60+96 RT -V9- STA. 78-00 TO $TA. 78+50 RT -Y9A- STA. 33+50 70 STA. 35-00 RT -Y70- STA. 11 I� 00 TO STA. 13 I� 50 RT DETAIL E LATERAL 'V' DITCH �No��o Smle) b Na�urvl �- Fill G�o��d 7� p 1'� i"Rt. Slop� d Geoter�ile Min. D= 2.OFt. Max.d= 2.OFt. Type of Liner= Class B Rip-Rop 6= S.OFt. -L- STA. 336+77 TO STA. 337+50 RT -YS- STA. 23 ' 00 TO STA. 24 I� 81 LT -YSA- STA. 11+00 TO STA. 13+00 LT DETAIL J DETAIL K SPECIAL L4TERAL 'V' DITCH TOE PROTECTION (Not�o S�ole� �Not�o Scole� O.QrG'� ural � °� �Fill GROIIN� 1�„�0. SLOPE �•o��d z:�o F��e� sioae d F � c[oTexrn[ d- 7.OF. Min. D= 1.OFt. Type of Liner- Class I Rip-Rap -Y4RP8- STA. 27+27 TO STA. 30+42 RT; 4:1 -Y9- STA. 36+50 TO STA. 37+00 RT -YS- STA. 37 i� 75 TO STA. 41 i 08 LT -Y9- STA. 53+00 TO STA. 54+00 RT DETAIL R STANDARD BASE DITCH �No��a Scale� No�ural Na�urol Gro�nd 7;� D ,L� Graund d Geore.��le-� g M'in.D- 1.OF�. Mox. d- 1.OF1. •wne� e ��. < a.o� s= a.oFi. Type of Liner= Closs B Ri�Rap -Y4LPA- 19+90 LT, L=82', 5=7.3% BEG. ELEV-829.0, END ELEV-823.0 -Y4LPD- 22+75 RT, L=89', 5=6.0% BEG. ELEV=825.0, END ELEV=817.7 -YS- 46+00 RT, L=50', 5=8.0% BEG. ELEV=806.0, ENO ELEv=802.0 -Y9- STA. 53+33 L7, B=2', 5=0.53%, D=2J5' L=68', BEG. ELEV=626.4, END ELEV=626.0 -Y9- STA. 79+� 00 LT, L=56', 5=3.8% BEG. ELEV=611.5, END ELEV=609.4 -Y9FLY- STA. 26+50 LT, L=134', 5=8.34% BEG. ELEV=700.0, END ELEV=688.8 DETAIL X BERM BASE DITCH � No� �0 5<el��� No�urol ,L.� pµ,`, Gro�nd 2:� p I� Min. D=1.0 Ft. B= 4.0 Ft. 6= 5.0 F. 13 I- 99 TO STA. 16 i- S 25+00 TO STA.27+ DETAIL 5 SPECIAL LATERAL BASE DITCH (Notto Scale) Natural Graund ?:� � A�` Ke� Slave d p F\a Geoie*��ie- g Min. D= 1.OFt. Max. d= 7.OFt. B- 4.OH. e of Liner- Closs B Rip-Rap -SERR�I- STA.17+25 TO STA. 14+00 LT DETAIL T STANDARD BASE DITCH � Noi �o s�oi�� Natural NaNrol Ground ?.� D 1.� G.oun Min. D= 1.Sft. � 6= VARIES -L- STA. 314+35 LT, 6=2', 5=1.00% L-50', BEG. ELEV-854.0, END ELEV-853.5 -L- STA. 445+54 RT, B=4', L=92', 5-6.5% BEG. ELEV=690.0, END ELEV=684.0 -NC159 SPUR- STA.12+00 LT, B=4' S=4.1% BEG. ELEV=610.0, END ELEV=600.9 -SR 12- STA. 13+25 RT, B=3', L=76', 5=0.45% BEG. ELEV-7�2.3, END ELEV-772.0 -SR 1 DRl- STA. 13+25 RT, B=4', 5=0.34% L=129',BEG ELEV=764.O,END ELEV=763.6 -SR Q- STA.40+00 LT, L=30', 5=Q50% BEG. ELEV= 6172, END ELEV=617.1 -Y3- STA. 15+80 RT, L=44', 5=0.68% BEG. ELEV= 877.5, END ELEV=817.2 -Y4LPB- STA. 20 i 50 TO STA. 21 -r68 RT, B=4' 5=1.73%, L=118', BEG. ELEV=821.2, END ELEV=819.I -Yb DET- STA. 11 + 31.48 RT, 6- 4', 5= 0.96 % L=78', BEG. ELEV=846.8, END ELEV=646.0 -Y9B- STA. 15+00 LT, L=76', 5=8.8% BEG. ELEV=723.9, END ELEV=7V2 DETAIL Y BERM 'V' DITCH �No�to Scaie� �� NafV�al o I.� p ti�1 d RDWr Min. D= I F. `' d = 1 Ft. Geo�es�ile 6- 5 Fr. Type ofLiner- CL B RIPRAP DETAIL NOT USED IN SECTION 2 DETAIL F CHANNEL RELOCATION ( Not io Scale) ��r n rvar�, i slope �.�'�. N C ,�Go�nd ti A= 8.0 F�. z�� D 1� 6= l0A Ft. (min� � B= 8.0 F1 C = 8.0 F. D= 1.0 Ff. DETAIL NOT USED IN SECTION 2 DETAIL L BERM BASE DITCH �Not�a Scale� b NoNral ,�.� � RDWY Ground 7�� �p d Min. �- 1.OFt. B GEOTEX�ILf � Max. d= 1.OFf. B= 4.OFt. 6= S.OFt. Type of Liner= Closs B Ri�sRop -L- STA.212-00 TO STA.216+50 LT -L- STA.222 �, 00 TO STA.228 I-00 RT -L- STA. 230+00 TO STA. 234+50 RT -L- STA. 317-20 TO STA. 318+20 LT -Y5- STA. 76+69 TO STA. 18-50 LT -YS- STA. 19+50 TO STA. 21+00 LT -Y9- STA.31+50 TO STA.42i-00 RT DETAIL M LATERAL BASE DITCH i No� �e s�o�e� r-� Na+�ral F'�II Gro��d ?'/ p �,� i^R�. Slop� d GEoiEXTILE g Min.D= 1.OFt. Max. d- 1.Of1. 'when B�s < 6.0' B= 4 Ft. Type oi Liner= Closs I Rip-Rop 6= 5 Ft. -L- STA.280+00 TO STA.280+50 LT -L- STA. 368+00 TO STA. 371+50 RT -SERRDS- STA. 74+50 TO STA. 1J+17 RT -SR Q- STA.46+00 TO STA. 47+60 RT -Y4- STA.71+00 i0 STA.72+50 RT -Y4LP8- STA.10+00 TO STA.11+45 RT -Y4RPD- STA 23+23 TO STA 24+20 RT -Y9- STA. 10+00 TO STA. 1d+50 RT -Y9A- STA. 29+00 TO STA. 32+83 LT DETAIL Z STANDARD 'V' DITCH (Not�o S�ole� ural Ground 2;� - 1.1 Ground D d Min. D-1.0 ft. Type of Liner= PSRM Mox. d=1.0 Ft. DETAIL NOT USED IN SECTION 2 MINE�o cxaxxei e�ocK�� <�' OF BEYOND LIMITS PLAN VIEW OF E%ISTTNG LHANNEL PROJECT REFERENCE NO. SHEET NO. R-2536 2D-1 RhV SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER REVISED REVISEDI6/14/2016 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 61 OF 257 DETAIL N SPECIAL LATERAL'V' DITCH � Na11a Scole� - Fill �rol p� �� Slope G�ound z) D F�o��g� d Gea�enile Min. D= 1.OFt. Type of t'iner- Closs B Ri�aRap Ma�. d= 1 OFt. DETAIL NOT USE IN SECTION 2 UNCUMPPLTED NEW STREFMBRNK o BPCKfILt ASASPECIFIEOp[N PLANS� FINISHSGRApE-� E�or�"�o�eerouo i ve \ OF�E%ISTING CHANNEL � � ixvExi� \��� ' .11' Gcomracreo� j qip_q c�oMracreo ancKrxu cuss�i acKFu� mxx �.o� oerixJ SECTION A-A ,i� an sroxe COMFqtTfO� BACKFitI SECTION B-B CHANNEL BLOCK DETAIL U NOT TO SCALE DETAIL AA SPECIAL CUT BASE DITCH I Na>>o s�olel Naiurol o< D�,�� Ground I.� �p d` �e� i ch � ° � F�� Slope �,a Min. D= 1.OFt. 8= 4AFt. -Y9- STA.26+00 TO STA 27+00 LT. Min. D=1.5' OTEMp1) C xNE� B�OLK Sxn�� B[ INSTqL�EO IN ACCOHUPNLE WITX THE rxoaec* snEcxr�cnrioxs. 2) BLOC[ SXONlO BE IxSTaILED Ai TME INTERFPLE BETWEFN E%ISTING cxnxxe� n o vxovosFo cxnxxe�. 3� OFTTME E%ISTING C� a MixIMUM OF �.0' BELOw TME INVENt a� e�ocK snouio e mum oF s.a aeroxo rxe �xmirs oF rx s� i nccoxoaxce wxrx 6) C L TO EXTENT POSSIBLE OR AT TME UIPECTION OF -L- STA. 433+50 RT -Y9- STA. 74+60 lT -Y9- STA. 75+72 LT -Y9- STA. 76+20 LT -Y9FLY- STA. 71+54 LT -Y9RP8- STA.21+90 LT -Y9RP8- STA. 24+30 LT -Y9RPB- STA.25i 25 LT DETAIL AB CONCRETE DITCH BEHIND RETAINING WALL /�, RETAINING INoBOND e' �j� \ �yq�� BREAKEN \\ p 8 -f ,..� \, I NATURAL - GROUND 4 B_ 2:0, ALANS PREAARED BY : DETAIL NOT USED IN SECTION 2 �� � RUMMEL, KLEPPER & KAHL, LLP 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH GAROLINA 27609-3960 NC LICENSE NO. F-0172 •(919) 878-9560 � N U W U� 1� N O ✓ G H 3 F � d m � � � n� DETAIL AC L4TERAL BASE DITCH I No� m s�oiel � Gra�nd J:/ p 3.1 t";Fr. F'�li smaa I e I Min. D=1Ft. �-� 6=5Ft. DETAIL NOT USEO IN SECTION 2 DETAIL AI LATERAL BASE DITCH (rv rro s�ole� ral � G�a�nd 7:) � 0 �.'� 1"iF�. FII 5lope I e I Min. D= 2.OFt. �'�'� B= d.OFt. b= SAFt. -L- STA.353+82 TO STA. 355+00 LT -SERRD3- STA. 19+50 TO STA. 20+49 LT -YS- STA. 24 I- 81 TO STA. 29 I� 46 LT -Y9- STA. 75+00 TO STA. 16+50 LT -Y9- STA. 24+00 TO STA. 26+00 LT Pipe orl Ouile� � DETAIL AD RIP RAP AT EMBANKMENT � No� ro s�ale� 10'min. Ditch 1.0'mi� 1.5' Grade GEOTEXTILE � Type o(liner=CL 1 R'�p-Rap DETAIL NOT USED IN SECTION 2 DETAIL AJ BANK STABILIZATION AT PIPE OUiLET � No� ro Scale) No'u �� - �� .� _ ound a'" cn'vonoblc�Eo Class I Rip Rap -L- STA 242+90 RT, L=3Y -L- STA. 329+80 RT, L=50' -L- STA. 356 i� 89 RT, L=45' -L- STA. 363+29 RT, L=45' -l- STA. 458+70 LT, L=45' -Y9A- STA. 43+05 RT, L=30' -Y9- STA. 16+53 RT, L=48' -Y9- STA. 60 �i� 40 LT, L=35' PREFORMED SCOUR HOLE DETAIL AP "NOT TO SCALE PLAN VIEW INSTALL LEVEL AND FLUSH WITH NATl1RAL GROUND J SECTION A-A y PIPE (d = 15" OR 18"J �( S�O F D �RM � INFLOW NATURAL GROUND LINER�. C1A55 B RIPRAP � B-'+ WITH GEOTEXTILE � MIN.1'TUCK -L- STA. 250+20 LT -�- STA. 408+00 LT NATURu GROUND -CHANNtL EXCFlV�fION lTYPI WINGWALL WINGwALL _____ �Q� _ CIA55 I RIP RAP W/GEOTEXTZLE _ FAB (rYPJ CHPNNEL ro eum 25'-4' BELOW STREAMBED (TYPJ !NLEi (DOKING DOWNSTREMI fNTS) LFNGTH=]5' B- 4.OFf. D= 7.OF}. W= 4.OFt 3A8 DETAIL AE BERM DITCN I No+�o s�aiel � 0¢ �E 5.0' S.0' V vAR. \ i0.0'v.C. �� � M1 d � cea�e.we Min. D=1.0 Ft. ttPE OF LINER= PSRM Moz. d=7.0 fi. -L- STA. 451+50 TO STA. 455+00 LT -Y4RPA- STA. 37+50 TO STA. 33+40 RT DETAIL AK STANDARD BASE DITCH � Nat�o Scalc) G�urol Nalural aund 2:/ D 1�� Ground d B Min. D=1.5 Ft. Mox. d=1.5 Ft. ^wFen a is < 60' B=3 it. Type of Liner= PSRM DEfAIL NOT USED IN SECTION 2 DETAIL AQ FILL IN POND W/ROCK PLATING �No�+o Scale� RWCA LINE � RIES �\ 43, Existing �� \ �NWS. � � � l CLA55 IRIP-RAP DETAIL NOT USED IN SECTION 2 DETAIL AW LATERAL BASE DITCH �No.m s�oiel ,�� Gaiural F'ill .ound 7'/ p ,�'\ "rF_ 5lope d GeOi[xri�e B Min. D= 45Ff. Mox. d= 2.SFt. 'Whm B is < 6.0' 8= 4,pFt. Type of Liner= Class B Rip-Rop 6= S.OFt. -L- STA. 234+25 TO STA.241+50 LT -L- STA.433+20 TO STA. 435 �I�00 RT, Min. D=3.5' 8=6.0', (W/2' WIDE BERM UP TO ELEV 639.75, -L- STA. 433+35 TO STA. 434+45 RT -Y9- STA. I1+50 TO STA. 75-00 LT r- NaruRa� 6ROUN0 -CHANNEL XCAVFlTION (TYPJ WlNGWALL �WIN6WALL I ,a OrEX R�7£P RAP tic fTYPJ ChANNEL i a euar 25-9' BElDW STREAMBc"G ITVPJ CULVERT INLETiOUTLET DEfAILS -Y4- STA 80 I� 35 our�r IDOKING GOWNSrREAM 1NT51 LENGiH�"G' DETAIL AF SPECIAL CUT DITCH I �o+w s�oie� �rk F Nonral � p� � Slopa Grou�d 4�/ p F\�e� o e�� - Min. D=1 N. DEfAiL NOT USED IN SECTION 2 DETAIL AL STANDARD 'V' DITCH (No�fo Scolc� No�uml No��ral Ground z J- Ground � p 1.� Min.O-1 F. -L- STA. 247+56 RT, L=80', 5=4.8% BEG. ElEV=746.0, END ELEV=742.2 -SR I- STA.16+90 RT, L-41', 5=2.0% BEG. ELEV=820.8, END ELEV=820.0 -SERRD3- STA. 45+85 RT, L=125', 5=7.38% BEG. ELEV=786.0, END ELEV=J76.8 -SERRD3- STA. 45+85 LT, L=32', 5=0.32% BEG. ELEV=774.3, END ELEV=7742 DETAIL AR STANDARD BASE GRASSED SWALE � Not to Scale) Nataral Natural Groun pR ���� Gro�n D � F�9�.FR � O�F `NOTES 1� LONGITU�INAL SLOPES BETWEEN 0.3°6 AND 4.0%. 2 MOOIFICATIONS MAY BE NEEDEO AS APPROVED BY � ENGINEER. � DETAIL NOT USED IN SECTION 2 DETAIL AX LATERAL 'V' DI7CH � No� to s�o1e� ural I ~ ' J- Fill Ground 1:I p 2� .,iF�. SIoPe M'in. D= 1.SFf. b= S.OH. -L- STA.227--50 TO STA.229a-74 LT DETA�L AG CHANNEL CHANGE �Notto Scale) I� �ProPosed Natural � FiII5lope Gound � Nafural r - - c�o��d z:� p �„�f. �\ � d GEOTEXTILE- B Min.D-2.0 Ft. �Exist.Ghannel Mox. d=2.0 Ft. 6 = VARIES Type of Line�= See Below 6=5 Ft. -L- STA. 237+00 TO STA.243+00 RT, B=4', CL B -SR Q- 34+19 RT, L=3Y, 6=4', CL I, D=3.4' -Y4- STA. 80+35 TO 80+66 RT, B=3', CL B, D=3.6' -Y4RPD- STA. 25+44 TO 26 �-48 RT, B-5', GRA55 -YS- STA, 40+28 TO 41+63 LT, B-4', GRA55 -Y9- STA. �3+50 70 STA. 76+31 LT, B=4', CL I, D=3.5' -Y9- STA. 79+06 TO STA. -NC159_SPUR- 12+09 LT, 6=4'-11', CL 6, D=2.8' DETAIL AM BERM BASE DITCH � Nal lo Scole) � Gro��d 2;� 1� owv� d � � Min. D-1-5 Ft. B ' GEOTEMILE '� Max.d=1.5 Ft. 8-2 Fi. 6=5 Fi. Type of Liner= CL B Rip-Rop -L- STA. 335+00 TO STA. 336+35 LT -Y9RPD- STA. 72+20 TO STA. 19+00 LT DETAIL AS STANDARD BASE DITCH �No�m s<aie� No��ral NaNrol Grou�Geo�exti?.� ,�� G�ound d � le g Min D- 1.OFt. Mox.d= 1.OFt. 'When B is � 6.0' B= 4.OFt. Type of Liner= Glass I Ri�Rop -L- STA. 354+62 RT, L=80', 5=13.7% BEG. ElEV=735.3, END ELEV=724.3 -L- STA 455+37 RT. L=78', 5=3.8% BEG. ELEV-658.5, END ELEV=655.5 -SERRDI- STA.10+00, B=4', 5=0.3% L=70', BEG. ELEV=709.4, END ELEV=709.1 -SERRDI- STA. 71+00, B=4', 5=9.0% 1=70', BEG E�EV=715J, END ELEv=709.4 -SR Q- STA.13+48.57 LT. L=45', 5=6.0% BEG. ELEV=632.4, END ELEV=629.7 -Y9� STA. 17 i-20 Ri, L=137', 5=9.5% BEG. ELEV=722.0, EN� ELEV=709.0 -Y9FLY- 12+00 LT, L=60', 5=9.6% BEG. ELEV=712.5, END ELEV=706.7 DETAIL AY SPECIAL NT DITCH �No�m s�ai�� D'i�<h ��oi d'� � sioae G�o��d 2.�" D F�o��s. Min. D= 2_OFf_ -Y9FLY- STA. 33+00 TO STA. 37+95 RT -YlOEND- STA.21+50 TO STA. 22+05 LT 70P OF FLOODPLAIN BENCH LOW fLOW COIR FZBER MATTING CHANNEL CLA55 I RIP RAP NATURAL W/GE07EX77LE FAB GROUND .���-..-- - N.._.._.._.._"_ -� - ._. i o .1•\ 1 �. _.__ .�5, � 1.0'BENCH 1.0' BURY � BELOW 57REAMBED VARIES VARIES 0'-7' 3.5' 3.5-6' OUTLET CHANNELIMPROVEMENTS LOOKING DUWNSTREAM (N7Sl LENGTH=38' DETAIL AH SPECIAL CUT DITCH �No��a Scole� pronl �o� i<F Gro��d z:l p pF�o��e< Slope d Min. D=1 Ft. Type o( Liner- PSRM Mox d=1 Ft. DETAIL NOT USED IN SECTION 2 PERMIT DRAWING SHEET 62 OF 257 DETAIL AN CHANNEL CHANGE ( Nm to Smle) � Nafural Proposed Ground � F�II Slope Gr�oun� ?:/ D 1' t. -- �-.- d � � -� CL B Ri{rRap J B � GEOTE%TILE � Exisf. Chonnel Min. D=3 Ft. Maz. d=3 Fr. 6 = VARIES Type of Liner= CL B Rip-Rap 6=5 Ft. -Y9FlY- STA. 11+54 TO S7A. 71+76 LT, L=24', 5=2.0% BEG. ELEV=707.7, END ELEV=707.6, 8=4' -Y9RP� STA. 22+00 TO STA. 22+50 LT, L=62', 5=1.6% BEG. ELEV=722.6, END ELEV=721.8, �2' -Y9RP6- STA. 24+45 TO STA. 25+90 LT, L=162', 5=1.8% BEG. ELEV=716.8, END ELEV=713.6, B=2' DETAIL AT MEDIAN V DITCH �Notfa Scale) Sha�lder J Shaulder ��i o � ro���i Fo Qo� A"� � \or�s� -L- $TA.220+00 TO $TA. 226+00 CL -Y9FLY- STA. 40+00 TO 43+00 CL DETAIL AZ LATERAL BASE DITCH � Nofla Scale� � Z. 1";F�. G�aund d ! D 1'� slaae GEOTE%iILE B Min. D= 1.SFl. Mox.d-= 1.5F. •wFen B is -- ba� 8= 4 Ft. Type of Liner= Class I Rip-Rop 6= 5 Ft. -L- STA. 435+93 TO STA.439+00 RT -Y4RPD- STA. 26+48 TO STA. 31+30 RT PROJECT REFERENCE NO. R-2536 RhV SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. HYDRAULICS ENGINEER REVISEDI6/14/2016 DOCUMENT NOT CONSIDERED FINAL NLESS ALL SIGNATURES COMPLETED DETAIL AO LATERAL BASE DITCH Na�uial (Notto S�ole� Ground N F. = y 3:) p 3'� ` 1"��_ F�II smaa I e I Min. �=3 Ft. 4�.J 6=5 F. 6=5 Ft. DETAIL NOT USED IN SECTION 2 DETAIL AU RIPRAP TRANSITION AT JURISDICTIONAL STREAM (No��o ScoleJ F I II F 10' (�"P I PLAN VIEW G�aund '� �,'C�F'A Grou�d � O� � d R D ry� B D, d, and B will maich Type of Liner= Class B Rip Rop inmming ditch -L- STA. 252+60 LT 8 RT -L- STA. 247+56 RT -Y4- STA. 80+33 RT -Y9- STA. 16 F 65 RT -Y9- STA. 60+94 R7 -Y9- STA. 74+58 LT -SERRD3-STA.40-1�88 LT DETAIL BA STANDARD BASE DITCH � N � �o S�ale� NaNrol GoIV ol Gro�nd �:� ti�� o nd d_ o Geo�e,�ile B Min. D= 2.OFt. Max, d= 2.OFt. �WM1cn B Is < fi.0' 8= 4.OFf. -YlOEND-19+00 LT,L=41',5=1.1% BEG. ELEV=641.5, END ELEV=641.0 -Y4- STA. 23+47 RT, 6=4', 5=1.25"/0 1=72', BEG. ELEV=782.9, END ELEV=762.0 70P OF FLOODPLAIN BENCH L�luV FLOW COIR FIBER MA7TING CHANNEL W/�E07� � Z�ERFAB N �. NA7URAL � v GROUND �'�, _� 1.0'BENCH I 1.0' BURY � BELOW S7REAMBED VARIES VARIES 0'-7' 3.5' ^'3.5' NLVERT INLETiOUTLET DETAILS -I-STA 296-r26 INLET CNANNELIMPROVEMENTS LOOKING DOWNSTREAM lNT51 LENG7H=47' DETAIL AV LATERAL BASE DITCH �Notto Scale) �NoNrol Ground 7./ p ry.� 1„h�. s�lope d GEOiEXTILE B Min. D= 2AFt. Max.d= 2.OFt. 'When B is < 60' q_ q,OFf. Type of Liner- Class 6 Rip-Rap 6= SAFt. -L- STA.274+50 TO STA.275+00 LT -L- STA.353+82 TO STA. 359+50 LT -L- STA. 363 +- 73 TO STA. 364 i- 50 RT -L- STA. 365+50 TO STA. 368+00 RT -SERRD3- STA. 37+26 TO STA. 38+65 LT -Y4- STA. 72+50 TO STA. 74+54 RT -Y4RPA- STA.13+38 TO STA.21+50 RT -Y9- STA. 14+50 TO STA. 15+75 RT -Y9RPC- STA. 23+50 TO STA.29+38 RT DETAIL BB BANK SiABILIZATION AT PIPF OUTLEf (Noi�o Scale) �� � �� - - �und x � �G�,a CH�HNE�B'Eo Class I Rip Rop -L- STA.229+60 LT, 1=25' -L- STA. 346+96 RT, L=25' -L- STA. 470+75 LT, L=30' -L- STA. 414+35 LT, L=10' -SERRD3- STA. 20 i 29 LT, L=24' -SERRDS- STA.13+85 RT, L=35' -Y4- STA. 58+92 L7, L-20' -YS- STA. 12 i�32 RT, L=16' -YS- STA.21+95 RT, L=25' -Y9- STA. 36+00 LT, L=25' -Y9- STA. 45+52 LT, L=35' -Y9- S7A. 49+12 RT, L=16' -Y9RPC- STA. 25 i-21 LT, L=45' -Y9RP�- STA. 16+91 RT, L=30' DETAIL FALSE SUMP ( Not io Smle) Median D'rch _ ' 9 -� z �.- - � �- (See Chan Below� �-+-,r-� ]0' � -�{ C�I � 5 - etc. S=Diich Slope 4 Proposed Ditch ALANS PREAARED BY : R�C �C RUMMEL, KLEPPER & KAHL, LLP 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH GAROLINA 27609-3960 NC LICENSE NO. F-0172 •(919) 878-9560 roP oF F�000P�atN BENCH COIR FIBER MATTING CLA55 I RIP RAP CLASS I RIP RAP _ W/GE07ExTILE FAB -W/GEOTEX77LE FAB � � � /j N ��?1 N 2.0' BENCH NA7URAL J `� _� 7.0' BURY 6ROUND LOW FLOW BELOW STREAMBED CHANNEL � VARIES VARIES -s s a 20 OUTLET CNANNELIMPROVEMENTS LOOKING DOWNSTREAM lNTSI LENG7H=74' TOP OF FLOODPLAIN BENCN CLASS 1 RIP RAP — COIR FIBER MA771NG W/G€OTEX77LE FAB — PLACE FILL CLASS I RIP RAP W/GE07EXTILE_FAQ _ _ � • N h� � •9i' 2.OBENCH NaruRa� —r ' ti GROUND LOW FLOW 1.0' BURY CHANNEL BELOW 57REAMBEO VARIES �� � VARIES �5' S' 0'-20' INLET CHANNELIMPROVEMENTS LOOKING DOWNSTREAM fNT51 LEN6TH=62' CULVERT INLETroUTLET DETAILS -YS- STA 41+00 TOP OF FLOODPLAIN CL455 II RIP RAP BENCH � r CLASS II RIP RAP WN NEOWE�XTILE FAB r COIR FIBER MATTING I WiGEOTEXTILE FAB I ON TOP OF FLOOOPLAIN BENCH NATURP.L . ' � GROUND . � � �� NATURAL GROUN� CLA55 II RIP RAP ,� ,� � CLA55 II ti � W/GEOTEXTILE FAB RIP RAP (TYP.) rv 1.0' W�EO. FAB 1.0' (NP.) LOW FLOW �OW FLOW CHANNEL CHANNEL 12.0' VARIES 12.0' VARIES 0.0'-16.0' 0.0'-16.0' INLET OUTLET LOOKING DOWNSTREAM (NTS� LOOKING DOWNSTREAM (NTS) LENGTH = 45' LENGTH = 85' NLVERT INLET/OUTLET DETAILS -Y9- STA 29+09 r COIR FIBER MA7TMG COIR FIBER MATfiNG CLASS II RIP RAP CLP,SS II RIP RAP WK'iEOTE%TILE FAB WiGEOTE%TILE FAB TOP OF FLOODPL4IN TOP OF FLOODPL4IN BENCH W�NGWALL BENCH WINGWALL WINGWALL WINGWALL �NATURAL NATURAL GROUND, � _ GROUND - � �G a � � — — � � p�^ `� C1A55 II RIP � p� CLA55 II kIP `�' RAP W/ RAP W/ I �. GEOTEXTILE I GEOTE%TILE � �\ FAB ITVP-) .� �j„�`.. FAB (TYP.) 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AAP W/ RAP W/ T GEOTE%lILF GEOTEMILE I FAB �iYP.) FAB INP.� BENCH BEp BOVE ^i�I -� BENCH BEo BOVE STREnM �qRIES �- 3.p'J \-�OW FLOW lOW FLOW-� 3.��qRIESiREAM o.o•-a.o• cnnNNEi cnnHNEi o.o�-a.o� INLET OUTLET LOOKING DOWNSTREAM (NTS� IOOKING OOWNSTftEAM �NTS) LENGTH-CO' LFNGiH-25' NLVERT INLET40UTLET DETAILS -Y9- STA 73+26 PERMIT DRAWING SHEET 63 OF 257 PROJECT REFERENCE NO. SHEET NO. R-2536 2D-3 RhV SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER REVISED 5/i6/2017 REVISED 6/14/2016 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED NO UPSTREAM OR DOWNSTREAM STRUCTURES THAT WERE IN PLACE AT THE TIME THAi THIS PROJECT WAS DESIGNEO WILL BE ADVfRSELY IMPACTED BV THIS PROJECT. BED MATERIAL: SAND AND GRAVEL — \ r�i �caou o J ie xer rv c�osirv J P ^ v q � xEraH um e[o 00-30 3.0 �<nArvrv[� cnnrvnn I a.o' I oo-.�.o eeo oUnEr LooK a+, �Nis� loo m �rvi6� NLVERT INLETiOUTLET DETAILS -L- STA 408-00 ALANS PREAARED BY : R�C �C RUMMEL, KLEPPER & KAHL, LLP 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH GAROLINA 27609-3960 NC LICENSE NO. F-0172 •(919) 878-9560 � � � PERMIT DRAWING SHEET 87 OF 257 �DENO7ES TEMPORARY IMPACTS IN SURFACE WATER �DENOTES IMPACTS IN SURFACE WATER �_, � T I ��� }5I � =��� l �� 47 I 'i �� � � � � �L� i . ,FF � � � � G '�,° z5 0 ���^ l o y � �5�,' `��'F�y.�ti�, ./' �Frq �( l� �� �7" . /o� ���� ���� Q� f� i � �'/",' � �L'� , �,%%F�%� � � F � � Z � W � PROJECT REFERENCE NO. R-2536 RhV SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. HYDRAULICS ENGINEER REVISED SN6I2017 REVISED 6/14I2016 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED �, . �,.� <'� iREES / _- - - . � � TRE„ ES � 'tr�^�,Y.�'^ - r`. %��1�-"' —��"-� � �lr�.. 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ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER Z � REVISED 5/'16I2017 W � REVISED 6/14I2016 v� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED �f �� � LATFRAL BASE DITCH� �; �������� �� SEE INSET A � � � ' pUE � i j _� � ����� i� �� � — �� I i—� pUE . /� pUE / . � �. � —PUE' � . ��� � `I� — PUE � � PUE �l�--��' �`., .. ¢= PUE — . I �i � m � n .,,1`-'�v�` ,s.. .u,a � �ReEs . .. . - �d6a� � .- ' ': �" '. _ : �:-r.� ,_ - . � . - - . ,. . ��� � . 50 25 0 50 100 SCALE ALANS PREAARED BY : R�C �C RUMMEL, KLEPPER & KAHL, LLP 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH GAROLINA 27609-3960 NC LICENSE NO. F-0172 •(919) 878-9560 ITE 37A "'�N(iNE ` R zsss sa DETAIL SHEET sQQ B EE°oEa�. 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F-0112 •(919) 678-9560 0 m � i � 0 m `a E 0 � � ti F � w d u r� oi NZ tiT \:_ P�L �_�.-� ` � PROJECT REFERENCE NO. SHEET NO. PERMIT DRAWING R-2536 3� .. —\ / ; .. , ...-._ ' . RhV SHEET NO. �� \ ,� 7, � -`JS'� -� � � � �� I �� � � .'� � � I I I / ii -� S H E ET 9 9 O F 2 5 7 ROADNGIN DRSIGN H NGI EERS _ � � � �� � � � / � ' . � , - , ---- � , _� �� - , . � , _. �s,, � -— — � ����; , �� � � � ,; , „ ,, � , �� _ _ �� , � � �� ��� ��� ,�� � � ��. � — _ � \ �_ � \v��, � � � \/ � � � � . � 0�' , � � �� � . . ���-- REVISEDSN6/2017 � \�' � SEE NLVERT OUTLET I;n '. __. � _ _ _' \ Vi ---- ---- � � _� � � m . -� . -" \ � � S KK—B oETA�� _�_ i - �� � STA.408+00 �� --.. I � il ' - / ' `� . / - � � � � � � / � � � � � � - -- - � �— PUE P�E PUE P�E� DOCUMENT NOT CONSIDERED FINAL _ ' r �,�s .. ��g �r �� � _ ��s� . '���� � - � ��� � � �� . � � UNLESS ALL SIGNATURES COMPLETED „ J � '^ � , Q PROP 47"W�N� FENCE .� i SEE .I���. SET A ^� � R _ �� P1-9 ��� C PROP.47" WW FFNCE R . . , � ' i �/ ,.. ; �.- �: - �l . ' � " W ' . � . _ SITE 38A SITE �,� ` TE ��8C � ----` O � � _—�— N �`'� P�,�E R�Pa�P ;�� Q10 = 36.6 CFS , _ � _ � � _— M � �k— ; � � ' -- � ONLY ON SLOPES PS„ � �� V10 =1.36 F� --- �- � � �� � �� � IN WETLANDS SEE DETALL AP ,: - �� # � , � -� � / � _ j' � w ' . .. * '� .�__ .TOE PROTECTION ... � ��..., —� �� �' . _ - w �h �- # ��� - SEE DETAIL I � // ' i ,---- � W 2 * * * * * * * * * * * PLy CE RIPRAP ONLY ON * * . C /� /- / _ � ,. SLOPES IN WETLANDS � / N 15" CSP � � * # F �K / / � '� � � ' N O / 2 ELBOWS * * � * *.� / . . � �'� `W RO� & LUG F F F F F F F F . F F�� � F'� ... F i� �� � . / '� �J��G� 2GI FS w � i F N 1B hlab Lid .� � F F,, ' F F '� .. F F F � 'Y � � i�� .. .' �� G�i� OJ N N y O SYSTEMS DO NOT CONNECT = ',.� ���� -�� 2GI � ' Q- N: � O � DEN,OET ANDL IN A� 0 u � F F . �F F �. F � �� F . . _ .. , 0 � � F� F . F F... F F � � I � F F F. F ��F - ^ ,'� . 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V V L \.� �' � �y �� F 402 — � TOE PROTECTION � . .: '�a w,�CL B RIPRAP /''� N Y�' , ,�.. �g ��' JERRY T �� P c^IA1 (� — '' G 0190AgY / _� . / CH���T � , , ` -., �J I V I V ��.J EST 63 TONS � Q� _ SEE DETAIL I/ ^ �.N - EL j3�(EMENT _ . ' !(•• EST.11� TONS CL��1fitlP RAP � .r �S - .. / _.. . _, ., r ^y nO �� EST_ 7'. SY GEO FAB '�% . '_ � k / 'V ._., I � N BEGIN PERM \ ' � MiL � I � IMPACTS IN �S � GATE ,$ �\` / - � � - �;: SURFACE WATER \�./g� ;' o xJ / � � BEGIN TEMP. IMPACT "`- / �—� � � - . .__ IN SURFACE WATER - � / L4TERAL BASE DITCH , � 1GQ ��� G� � ..., . � W/CL I RIPRAP � ^. � �� ��'� � E,Si 86 TONS BEGIN TEMP. � , � � . . ' \ � / � L E$b'147 SY GEO FAB 2S� � � URfACE IWATER � � � ' �,.. ` � zG �+�, SEE DETAIL CO ZSO � :' ._ ' �, .. ...- . ____ - / 4Y BEC.IN PERM. r`'; `� O BE b SBG P i3, {,. , SCC/SEE-C GDON �MPACTS IN ADLETTA DELK . � f -� ., � -' '�If�S . / pL � � � � . O . �- �'- � G� nO jT �_ � _ SURFACE WATFR > L- = e.� UY �In_., f`-> I96 \O O . V O � / GI j� '. 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' .. .. � � GEO FAB / � SURFACE WATER O E Q i" W 7 � � W CLIRIPRAP DITCH W EO FAB.. ,' � F`� � � ZS� f ���!- �. 0�/ ... . + 1 `��r I� eII �I � UI EST 602 iONS k ' �� W z�i-n " z + p� I -� � l _� SITE 87 j N SEE DE7AIL CN t0 � . v ' END SBG • � FS 15+� __ I � � � � i „` —Yl7RPD— CS`28+7�2� � �� � �< _ <, — � EST 1088 5Y GEO F (n _ a-- {f �j / c." � — � 3I' 45.6 � `' �ee� se� � gp _ tn M � O � — =�`�s �� � so z�i o �� � - � ' �� r , � _ _ � v i— i' �F— — _. -- ' " n . , . _, � w i � t Z °.° � 20a-00�� � � ; �, zc� �� � � ��-_ .. � � � � 2 J Q W � . �-.. . . �O 2GI r tn � =F- W �� _ Uv�= u° yi w � ENb W � � � Cn . r�� . BEG SBG 2GI RCP=111-:� . Q W �� ..� ...: �' ." � ._� G:1'� .. 2GI-A FS +68 }-';� �-'S � W J Z N � � � N ' / �{' z�i � „ zci Fs - � � � _ � �— , ° -�,,..:� _ I� l ly Fs _�� <� (> � �` _ _ s. � � � '� I � gpp 18" CSP BERM — � �l � �_ � ; � t � z e�sows = Q � C� _ _ __ _ L� _ J_ _� _ y_ � � �� � �� ;�� � BERM DITCH 5 TONS CL 8 RIPRAP � DITCH C � _ � � ROD & LUG W/14 SY GEO FAB � 2 TONS 5EE < �- � � LATERAL BASE DITCH � CL B RIPRAP �� � '. 22 LF OF OUT T �, ���� � SEE DETAIL CA � W/CL B RIPRAP `N�7 S DETAIL CC � X ��_ � ��` —�i �= b� EST 308 S�YNGEO F Bry �'"�ESTA25 TONSRCA55 IRIP RAP GEO ? � CSP ,� %� � I BERM DITCH � SEE DETAIL BZ` EST. 2� SV GEO FAB g€EED TAii BEaDITCH 2 � LBOW$ LEGEND Ro4 8 ��� SEE DETAIL CA � BEGIN PERAA. IMPACTS w ;�%� '� '�. --W�e— - DENOTES WETLAND BOUNDARY :: C iN SueFnce wnree i� �-� __. �10RD ^r H � � . BEGIN TEMP. IMPACTS C R F DENOTES FILL W �� �N SURFnCE��W.aTER �\ �{' , � +os � WETLAND �� � �� '� z� � �- a isna , �• ` � WP-C� ���.W� �� � � o od� ,. z- ; DENOTES HAND ��+ � `� d ,7 t .,,. �� �n-� �; �j � � , 251 ,� � CLEARING SDD-C � � Z I O O O I O O 2 O O' HARMoN TROGDoN � �_ , � w � DENOTES TEMPORARY . ���� Z � IMPAGTS W SURFACE WATER �� ' ��� ` SITE 86 And 87 r' n Z N � � W� GRAPHIC SCALE DENOTES PERMANENT � �5 5�� � U� � PLAN VI EW � IMPACT$ IN $URFACE WATER �c'� r� l) Z � z � w w Z nZ o ,,, �Q �v '� 5121 Kingdom Woy, PROJECT REFERENCE NO. 5 s��,e ,00 R-2536 . Roleigh, NC 27607 '-. � \ \ \ ��� \ k�� ���� �� RAEFORD & MARY ROUTHfLIFE ESTATE) � Efl ineerin NC License No: F-0258 WW SHEET NO. � � TONY`�& MARK ROUTH � �\ \ � � \ � � � � ��IATERAL BASE DITCH W'C B� ROADWAY DESIGN HYDR, ` � \ � 1 � :,. 411 RIPRP.P ES�f 166 TONS ''- ENGINEER ENG \ � p� � � \ � \ \ ' EST 314'SY GEO FAB r� � � � \ .9 � � � \ 4j2 OSEE DETAIL'8U � � \ �� \ � � \ � �' � \ � � � k/ ,� ^`� \\ O ae�i�^N�e��iP�r��3ncrs �` '� NAD 3�9$ 5 _. � � \ \ � � � \ � � \ � � � \ � �� IN SURFACE :WATER / Tj� I�T(��IPLE E PLAi � `` \ \ � r �ENNETH SYMES - `/ _ DO NOT USE FOR /W ACQVISIT � \ ry ..\� \ \ ���` ���\ ���\ �� \ \�OZy\`\ N \ BEGIN TEMP!IMPAQS � �� . ' `� � \ � � � � � \ k \ \ IN SURFACE WATER /� �/ `�, ��,,��-,_ �OF'9��� � �,, ���,� `� ��_, �`� ' ��� ���ro�plYeaeHes �,F�y� REVISED 5✓Ib201' � ��� �� �� ��_ `��� / FF � PERMIT DRAWIN� \ \ \ \\ `��\ �� \� i ��� \ 03 F H �`y� \ \ `\ \ � \ `\ � � \ \ \ ` \ ` \ \\�s -5�- �F%� �' � ` \ \ ` \ \\�\�k� �' � `: _ SHEET 2 4 OF ` \ \ \ � ` \ / --- � _ _ ` \ � 1 G � DOCUMENT NOT CONSIDERE[ ` _ _ _ .. ,_._ ._ .. __ ��`\ � ` _ � _ �., � � �� �� _ _ 404 // y � � ��`�►����_` �� � �\ �\ OF�` � ___ _-` ��\ ��\ `_-6.. - �,. S��'9� UNLESSALLSIGNATURESCON \ \ \ 3 ..,\\\- \�� �\\ \�\ �� \� \� � ----�-- \�� ��\ �-___._-.. � �� � ----_ �� � � �� �� ������ `��� � � ��_ XD FOR -Y17FLY- PROFILE SEE SHT.129-130 � '-��� �� �� �� �� \�_ _ 0£9---���� �� � �wg�F oF iN�ET --- ` � FOR -YVRPC- PROFILE SEE SHT.208 � � _ _ _ __ � � \ �` � � � � \ � � \ ��� � � \ CHSRNEL-iMRRQVEMENT � \ SITE 86 FOR -Y17RPD- PROFILE SEE SHT. 209-210 .... � � \ � � ` _X� - _ _ - -� - - � _ �. � `.,, \ � �ST. 80 TONS Cl II RIP RA �..� .. �, . � . '--� � ♦ �� � -__-//� __ ��,_` �\ esT.s-osr�eo�na_ `\��� \ FOR -Y17RPDA- PROFILE SEE SHT.211 � � \ � \ �\\\�� ` �\_� -_ __ / _ '---______` '__- ��-e..� a\ � e . / , `:� , BR�B � � � . .. ` - � � . � � __� ..._ , �� � � 251 - - >. l i t - oX � � � °ey _ _ A � ; � , c8 c .. � \ � � � � - - - - - � _ � � HARMON TROGDON - WZ� \ €y n . � F . �� 0 .. \ \ � -_ .,_ � �\ . ., \ — _ x __ �__`__ \ �,. �y��- � ` — o�s_ G � � � — — \� � \�� '�__ � ` ` `' \ � r .�, F 402 - �� -_ � ��� � - � � - TOE eRotEcrio `� •:.. \ � �--� ���` W CL B RIPRAP N� �� S�l JERRY T _:....,\ � � � ��.___ _- �bg_. -.EST63TON5 1 / 1 / .\,� _ 1g � : \ w \\ �� �- k/��` _-�� ` ... _,..�� GEO �FA� ��� . . � OC- 5 . 'b.F WLET / SNN�C \ � ...., r �� ,. � � \ ; -- -_ - ' \ ETAIL i� � ` ' `. CHA�� [L IfaR(is. EMENT p / I � \\ \ � \ � - \ �. \ SEE D � � � . Q�' � EST. 11 TONS CL � ,5�.� ' �� �� ---_ \ � : �� � � � � fL � EST. )- SY GEO FA8 ��\ '� ;� p. � \ � a \ k � ` � "_ . T '1 �� � � �.��.;\ BEGIN PERM. .� '.� _. �!'a50 � � % � � � ,saTe � � � � � �'� ...� ., iMrnas w �s� . .. ���5 =- � --�� / �\ �� � �� � SURFACF WATER i� � °i � N o � � � .� � y-� ` -., � \ \ ..� BEGIN TEMP. IMPAC� � � � � I ` � '^ � �`��- � ' � �� �� ` � IN SURFACE WATER � i S . ° � ��-=> � � _�-�, �..'.� � ` \ � .ni:�` L4T`RALBASE�DITCH ... �.. .. � __ _ . . � - • _ � .. '_� � v � -- � \ . .. . � �� ., `` � � PAS�FI�RE \ \ � .� �.. ,� � C I RIPRAP BEGIN TEMP. a � 5 � W/ � `� �LQ.' GI �..... '�� \ � � � � � / F� 86 TONS IMPACTS IN . '�. -'- ' � .' . - \ � � � �3'1D4�' SY GEO FAB ��..�` � . � ..../ 2G ��-� \ � � � ZS� �:� SURfACE WATER � �, � \ ?�JO �����` lY _ �` � O �.\ � . _ � /BE b.SBG �'qJ�.\ � �� \� \�£��\ ' ��_�� �-OZ9=E\�T E �C GDON Bf�IM PERM. � �� ` � / � O � ` _ \ ` \ \ � \ F / - �� SCCIS \ E $URFACE WATER AIL _ � qDLETTA DELK � � . . " '�If�S � . '-. � .L _ < �A , \ � ` � \ � - IMPACTS IN � � �` II�IREa w' � 186 � . ...�Tf'O � 2 .. � � � \ _ - � � \ E� .. � . ___ .' ; �i . �� � _ . . � ` _�_ -� _ O � \ ��_ /. . ', GI ....... � \ \ . o �J�A� �� � ` `� �-� \��� ��� � ��� ------- _ � � . . - - . � _ y/ _ �j MEallifl V�17C � � ' -. • � � � � � � . . � _'- - . _---� ` � ��p SEE D�TAILAT� / �� � \� �----�__ __ ^ I\ o� .. TILN � � ; �_ �� �� \� � \ � _ � BEGIN PERM. STREAM < � ^ `� , � �' �� �Qs�p � \ � � � � _ _ ___ _ WY � � �.IMPACTS IN � CROS$ING ,, . �. ... - _ _ _ -� _ . - � . �-� �- � '- - � � ; � \ � � i'l \ � ��SURFACE WATER � ._-..; �.\� .-� .' � j- ,;' .. . , ' ��+ \_� � � \ ������,� \� \ \� BEGIN TEMP. /� \ � � � / /2GI ��C/ - ' �C' � `' � � - - � - \ � � iMrncrs iN � � \ I " .._�---�- l�� ---� '/ \1`-r / i . .. FS . . '.. � � ��\ �� � �\ �-� �� \� ,� 1 ' SURFACE WATER i \ � ,� x� �/. � � \ \ � � � `i � w� I � i . . , � i � .- ,p � . . � \ � � � - � � \ I � � O BEGIN TEMP. �,.�,�����_ ��.i • ' � � -' �., : ., . � � h- � ..C�° � �\ � - \\ �� \ � rcI / � R MPACTSIN O � ',�� ..... ' �'�.�i � , N ',. "':..��� ... �f `4ATERAL 9ASE DITCH � � � ' � ��e / � � � SURFACE WATER .,. i Q . ` : � �' �� . n(1 :9yi _- . ,, \ � W%C6,1 RIPRAP � � � 7 C _ i - - - �r'J'��� � °zci � �� �" � � �� see o�rna cN � � � � / � � � � t� , . . �'' � i< 1 / W N � ' � � r ._ _ .. � .� . � Q� /��' \ \�' � \- \ I ,� � �/ / � LF ,yjF INLET �3��� , _. r •� � r � � � -- � \ . \/ � TONS � � �" �. �1 � � � / �ANNIEL IMPRO ME � Z • W � ` � � C $ RIPRAP � � \ / / �5T.35 T BEG J Q . � � '� �._ '�- � ��TONS � � '�' � , n \ � HARM�, TROOOON � � � rj� 5T. 35lSYO GS�� i � IMPACT�IN . = N = . �� , .. �P� � � CL 9.RIPRAP /� , ' . �� GEO F� � \ ~'� \\ / / � I / '' � � . O N , � � � W/21 SY'� / ' - " � y� \ � � � � / � � / I . / \/ SURFACE WATER O U LA7ERA1_BASE D17f � O FAB ! I� � N \ 251 ' / / � K.( X. , Q 1- W ..-�,.. � . wrc� i aiPw�� W � ,� . . . , � � �s�� � � � . � � ' f � � ) � ��i . r �J W z�i-n ' esr soz roNs� � � � � � � � � ' ♦ � � -k \ � � � SITE 87 M �y N . ��. EST 108�iY GEO F (n � � �\ � � \ Ul � ..' , .�� � END SBG � \ -$EE DETAIL �N (O � v � \ � W \ � Fs 15� � co � � � � �. � `� � w � � -Yl7RPD- CS'28-F7�,0�:� � � ` �a — Q �j o / ��o� \� �` ���=� � °31'�5.6' � �� �� u' c �, �\ \ �' ;�f-ee� se� � �� 30 N c^> 0 : � � � �� � � J� � �so z�i `n �'�, � . � , � � 1 � � � - + � . . _ ._ -a. � �� � � � A � � � . _. . ._ ��� . �, � .. A �� � � . � . � W _ - ; pp � `��'� , . .. � . . „� � \� �� �� n� � � �� � '-- ��� � _ Z , � ,. A � � � �� � ` - � � - �- _ . � , - , . � _ � � _ � �. — . , . r J Q W � ..,; .. �. � .,� � � �s . ... � 2GI r tn _ � w � � .. _. ,. � ._.. ., - u_ ..... ., . . . "n .. . . � x N � � a. " � N ._ �. __ k ' .. 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'� �, � / � 3 : I , .. � ��� � A � � 1 � �. � �� � � � �� : . . - -V4�s- - DENOTES WETLAND BOUNDARY / � � - � � ( EAS III�ESTMENTS,LLC �� � \\ \ \ , 1 CAS�INVESTI�EN�TS,LLC�r �i��' 0£1��� \ - BEGW TEMP.IMPACT9 \� � PAVEMENT REMOVAL � � � � � � / / � � � � � � � � � ' ��� _ �� �� `� � `�,��N SuaFnce wnTea� , DENOTES TEMPORARY '. 1 ` , � �� -__ ., � � � � � IMPACTS IN SURPACE WATER ij u, �. i � / � \� �, \ ?76 1 � � \ _ � ., � FOR -Y17-, -SR5- & -SR6- O Z� � \�£o � � � �a � � ��' �� �\ \ � `i` � \ \�'� � INTERSECTION DETAILSEE SHT.26-3 c � 1 t � � � �� c� � � ���� � DENOTES PERMANENT FOR -Y17- PROFILE SEE SHT.206-207 Z� ' � � � \� �� \, iMPACTs IN SURFnCE WATER FOR Y176- PROFILE SEE SHT. 213 � a SITE 99 AN D � OO � � \ � \\\� �. FOR -Y17C- PROFILE SEE SHT. 213 w IOO� O� IOO� ZOO� � \ � � � \\ � * * • • DENOTES MECHANIZED FOR -$R5- PROFILE $EE SHT.213 - � /� �� PLHN VIEW \� \ *#*¥*�* CLEARING FOR -SRb- PROFILE SEE SHT.214 . �\ \\� � o W � F,� � \ � \�� FOR -SR6DR3- PROFILE SEE SHT. 215 � _ � F POR -SR6DR5- PROFILE SEE SHT. 215 a GRAPHIC SCALE , � DEN`OETLAND� IN ��� � z � z a w z � c� o „Z, �Q �V DETAIL SHEET FOR S ITE 100 LEGEND DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES PERMANENT IMPACTS IN SURFACE WATER � • • •• ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln 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) 1A -DR- 13+32 - 14+56 4' X 4' RCBC, L=70', SB-AA 0.03 < 0.01 211 10 1B -L- 7+80 SCOUR STABILIZATION, SB-AA < 0.01 < 0.01 26 12 2 -FLY- 13+02 - 48" RCP, L=251', SD-AA; TOTAL: PA-AA, WYZ-AA, WXX-AA 0.12 1.15 < 0.01 472 11 -SR1- 16+47 BANK STABILIZATION, SD-AA < 0.01 51 3 -SR1- 18+44 - 19+30 36" CSP, L=153', SAA-AA, WB-AA < 0.01 0.03 0.02 < 0.01 205 14 4A -Y- 15+96 - 16+08 36" CSP, L=32', SE-AA < 0.01 < 0.01 69 10 4B -LPD- 11+21 - 13+06 42" RCP, L=169', SE-AA 0.04 394 BANK STABILIZATION, SE-AA < 0.01 < 0.01 42 20 4C -FLY- 32+99 - 37+12 54" RCP, L=496', SE-AA 0.07 < 0.01 759 20 BANK STABILIZATION, SE-AA < 0.01 36 4D -L- 62+82 - 63+15 BANK STABILIZATION, SE-AA < 0.01 < 0.01 11 21 4E -L- 64+72 - 70+83 FILL, SE-AA 0.07 < 0.01 753 10 5 -Y- 13+18 - 16+08 FILL, SM-AA 0.01 < 0.01 258 25 6A -LPD- 28+45 - 36" RCP L=328', SZZ-AA, WUU-AA 0.33 0.02 0.02 < 0.01 424 10 -FLY- 42+22 BANK STABILIZATION, SZZ-AA < 0.01 34 6B -L- 62+21 - 63+23 FILL, SZZ-AA 0.01 < 0.01 111 20 6C -L- 63+77 - 64+68 FILL, SZZ-AA < 0.01 < 0.01 82 10 7 -RPA- 24+13 -L- 71+29 2@ 8' X 8' RCBC L=601', SG-AA 0.26 < 0.01 1330 20 BANK STABILIZATION, SG-AA < 0.01 24 18A -Y- 29+31 - 29+45 FILL, SH-AA < 0.01 < 0.01 42 10 18B -FLY- 45+56 - 45+81 36" RCP L=253, SH-AA 0.02 < 0.01 270 12 BANK STABILIZATION, SH-AA < 0.01 36 18C -RPA- 22+46 - 22+81 FILL, SH-AA < 0.01 < 0.01 71 10 19 -YRT- 13+79 - 16+14 FILL, SK-AA; TOTAL: WD-AA < 0.01 0.06 < 0.01 312 20 20 -Y- 57+91 - 59+37 FILL, TOTAL: WE-AA 0.07 TOTALS*: 0.51 0.02 0.03 1.81 0.03 6021 264 0 *Rounded totals are sum of actual impacts Revised 05/ 16/2017 NOTES: Revised 2013 10 24 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln 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) (tt) 48 -Y5- 38+67 - 41+84 3@ 10' X 7' RCBC L=160', WXX-B, SAA-B 0.96 0.09 0.17 0.05 < 0.01 340 15 49 -Y5- 40+06 - 40+85 FILL, SWW-B 0.01 < 0.01 100 10 50 -Y9A- 43+05 BANK STABILIZATION, SKK-D < 0.01 < 0.01 36 20 51 -Y9- 10+00 - 12+61 DRAIN POND; TOTAL: PA-D 1.18 52 -Y9- 14+39 - 17+02 48" RCP L=313', SH-D 0.03 404 BANK STABILIZATION, SH-D, WZZ-D < 0.01 < 0.01 < 0.01 38 15 53 -Y9- 28+19 - 29+83 2@ 10' X 14' RCBC L=138', SG-D 0.09 < 0.01 291 21 BANK STABILIZATION, SG-D 0.01 36 54A -Y9- 53+24 - 53+40 FILL; TOTAL: WD-D 0.02 54B -Y9- 53+24 - 53+40 ROW; TOTAL: WE-D 0.02 55 -Y9- 60+09 - 61+01 36" RCP L=104', 42" RCP L=140', SF-D 0.02 319 BANK STABILIZATION, SF-D < 0.01 < 0.01 82 21 56A -Y9- 72+52 - 76+35 6' X 7' RCBC L=170', SC/SD-D 0.06 < 0.01 810 21 56B -Y9- 78+92 - 79+23 DITCH, SC/SD-D < 0.01 < 0.01 20 10 56C -Y9RAB- 80+53 - 81+03 PIPE REMOVAL, SC/SD-D < 0.01 49 56D -NC159- 11+77 - 12+24 DITCH, SC/SD-D < 0.01 < 0.01 42 10 104 -Y9RPB- 22+00 - 26+00 FILL, SPP-B 0.02 < 0.01 345 49 TOTALS": 1.00 0.09 0.17 1.51 0.02 2912 193 0 *Rounded totals are sum of actual impacts Revised 05/ 16/2017 NOTES: Revised 2013 10 24 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln 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) 84 -L- 669+26 RT FILL, DIVERSION DITCH; TOTAL: WK-C < 0.01 < 0.01 85 -L- 670+00 60" RCP L=207', FILL, SX-C, WL-C 0.05 0.02 0.02 < 0.01 278 44 BANK STABILIZATION, SX-C < 0.01 < 0.01 40 57 86 -Y17FLY- 22+13 2@ 10' X 8' RCBC L=289', SNN-C; TOTAL: WZ-C 0.03 0.06 0.03 341 120 BANK STABILIZATION, SNN-C 0.02 120 87 -Y17RPD- 30+09 1@ 6' X 7' RCBC L=79', SCGC < 0.01 < 0.01 81 66 BANK STABILIZATION, SCGC < 0.01 65 UTILITY INSTALLATION, WY-C 0.10 < 0.01 < 0.01 19 22 -Y17RPDA- 25+91 - 88 26+95 RT FILL & CUT, WAA-C 0.12 0.02 0.07 89 -ESRS- 15+50 BRIDGE REMOVAL, SNN-C < 0.01 31 BANK STABILIZATION, SNN-C 0.02 57 90 -Y17- 41+00 LT TAIL DITCH BANK STABILIZATION, SNN-C; TOTAL: WV-C < 0.01 0.02 20 32 91 -Y17- 44+57 LT TAIL DITCH BANK STABILIZATION, SNN-C < 0,01 < 0.01 13 23 92 -Y17- 44+57 LT TAIL DITCH & BORE HOLE, WTA-C 0.03 0.03 0.02 -Y17- 44+90 LT RIP-RAP PAD, WTA-C < 0.01 -Y17- 44+08 - 47+64 LT UTILITY INSTALLATION, WTA-C 1.13 93 -Y17- 42+00 RT RIP-RAP PAD, WW-C < 0.01 -Y17- 40+81 - 44+82 RT UTILITY INSTALLATION, WW-C 0.85 0.03 -Y17- 44+57 RT TAIL DITCH AND BERM, WW-C 0.02 0.02 < 0.01 94 -Y17FLY- 46+76 2@ 12' X 8' RCBC L=96', SNN-C 0.02 0.03 98 105 BANK STABILIZATION, SNN-C 0.02 80 95 -Y17FLY- 49+00 RT FILL, WTA-C < 0.01 96 -SR6- 15+40 LT 24" RCP L=83', TAIL DITCH, SMM-C < 0.01 < 0.01 124 18 TOTALS*: 0.27 2.01 0.08 0.12 0.13 0.22 0.15 1336 518 0 *Rounded totals are sum of actual impacts Revised 05/ 16/2017 NOTES: SITE 95 ONLY INCLUDES PERMANENT FILL AT STA. 49+00 -Y17FLY- RT 2013 10 24 WETLAND PERMIT IMPACT SUMMARY - PROJECT TOTALS WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wet�ands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) SUBTOTAL SECTION 1 PERMIT SHEET 248 0.51 0.02 0.03 1.81 0.03 6021 264 SUBTOTAL SECTION 1 PERMIT SHEET 249 0.66 0.03 0.62 0.19 5500 247 SUBTOTAL SECTION 2 PERMIT SHEET 250 0.68 0.18 < 0.01 0.31 1.28 0.02 6694 270 SUBTOTAL SECTION 2 PERMIT SHEET 251 1.63 0.03 0.16 2.47 0.02 3102 250 SUBTOTAL SECTION 2 PERMIT SHEET 252 1.00 0.09 0.17 1.51 0.02 2912 193 SUBTOTAL SECTION 3 PERMIT SHEET 253 0.17 3.11 0.20 3189 627 SUBTOTAL SECTION 3 PERMIT SHEET 254 0.42 0.05 0.02 3.01 0.09 2514 329 SUBTOTAL SECTION 3 PERMIT SHEET 255 0.27 2.01 0.08 0.12 0.13 0.22 0.15 1336 518 SUBTOTAL SECTION 3 PERMIT SHEET 256 0.01 0.01 0.07 0.07 474 131 PROJECT TOTAL: 5.35 2.19 0.25 0.84 0.16 14.10 0.79 31741 2829 *Rounded totals are the sum of actual impacts Revised 05/ 16/2017