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Home My WebLink About20080737 Ver 4_More Info Received_20140515•R $Wf ° �n STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAT L. MCCRORY GOVERNOR May 15, 2014 Wilmington Regulatory Field Office US Army Corps of Engineers 69 Darlington Avenue Wilmington, North Carolina 28403 ATTN: Ms. Liz Hair NCDOT Coordinator Dear Madam: ANTHONY J. TATA SECRETARY Subject: Revised Request for Modification to Individual Section 404 and Section 401 Water Quality Certification for Fayetteville Outer Loop from I -95 South of Fayetteville to NC 24 -87, Cumberland, Hoke, and Robeson Counties. Federal Aid Project No. NHF -DPR- 0100(001), State Project No. 8.2441301, TIP Nos. X -0002 B & C, and U -2519 AA, AB, BA, BB, CA, CB, DA, & E. WBS 35196.3.19 References: Section 404 and 401 Individual Permit Application requested April 25, 2008 Section 404 Individual Permit issued October 23, 2008 (SAW- 2008 - 01413) Section 401 Water Quality Certification issued October 6, 2008 (003278) Section 404 and 401 Modification requested May 21, 2010 Section 401 Modification issued June 3, 2010 (20080737 v.2) Section 404 and 401 Modification requested October 7, 2010 Section 401 Modification issued December 16, 2010 (20080737 v.3) Section 404 Modification issued December 21, 2010 (SAW- 2008 - 01413) Section 404 and 401 Modification requested April 30, 2014 The purpose of this revised modification request is to provide revisions to the final design for U- 2519 CB and a portion of DA since the previous modification request, dated April 30, 2014. The previous modification request did not include a permanent stream crossing on TT4DA (site 18) at Fort Bragg's request. However, NCDOT has elected to install two 48 -inch RCPs with rip rap for embankment protection at the stream crossing. Additional compensatory mitigation will be provided as a result. Furthermore, fill slopes at sites 15, 16, 17, 20, and 25 have been reduced to 3:1; which has resulted in decreased wetland impacts from the previous modification request of 5.88 acres to 5.86 acres (4.35 riparian, 1.51 non - riparian). Conversely, stream impacts have increased from the of 739 feet along with 40 feet of bank stabilization to 882 feet and 60 feet of bank stabilization due to the permanent crossing at TT4DA. Also note, stream impacts at site 15 have been reduced by 4 feet, from 444 feet to 440 feet. Please see the attached revised permit drawings. MAILING ADDRESS: TELEPHONE: 919- 707 -6000 LOCATION: NC DEPARTMENT OF TRANSPORTATION FAX: 919 -212 -5785 CENTURY CENTER, BUILDING B PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS UNIT 1020 BIRCH RIDGE DRIVE 1598 MAIL SERVICE CENTER WE ®SITE. NCDOT.GOV RALEIGH NC 27610 RALEIGH NC 27699 -1598 Table 1. U -2519 CB Wetland Impacts and Descriptions Permit Site No. FEIS Site ID Riverine or Non - Riverine Permanent (ac.) Temporary (ac.) Mitigation Required 1 B Riverine 0.00 0.00 N/A 2 B Riverine 0.00 0.00 N/A 3 B Riverine 0.35 0.00 Yes 4 B Riverine 0.19 0.00 Yes 5 C Riverine 0.69 0.00 Yes 6 C Riverine 0.13 0.00 Yes 7 C Riverine 0.08 0.00 Yes 8 C Riverine 0.66 0.00 Yes 9 C Riverine 0.31 0.00 Yes 10 C Riverine 1.94 0.00 Yes 12 C2 Non - Riverine 0.01 0.00 Yes 13 U Non - Riverine 0.27 0.00 Yes 15 S Non - Riverine 0.50 0.00 Yes 16 1 T Non - Riverine 0.20 0.00 Yes 18 IN Non - Riverine 0.53 0.00 Yes Total 5.86 0.0 'Site 18 was originally included with the U -2519 DA section as "future "; however, hydraulic design was not complete. Table 2. U -2519 CB Stream Impacts and Descriptions Permit Site No. FEIS Site ID Permanent (ft) Permanent (ac.) Temporary (ft) Temporary (ac.) Type of Stream Mitigation Required 1 2UTB 0 0.00 5 0.01 Perennial N/A 2 2UTB 69 0.01 19 0.01 Perennial Yes 2* 2UTB 10 0.00 0 0.00 Perennial No 13 JU 80 0.01 0 0.00 Perennial Yes 13* U 10 0.00 0 0.00 Perennial No 14 V 25 0.01 10 0.01 Perennial Yes 14* V 10 0.00 0 0.00 Perennial No 15 S /UTS 440 0.06 40 0.01 Perennial Yes 18 N 268 0.04 11 0.01 Perennial Yes 18* IN 130 10.00 10 0.00 Perennial No Total 942 10.13 185 0.05 *Denotes bank stabilization; when necessary, mitigation required by the USACE exceeds the amount required by NCDWR tSite 18 was originally include with the U -2519 DA section as "future "; however, hydraulic design was not complete. Compensatory mitigation for the reduction of 0.02 acre of wetland impacts will be credited back to the Privateer Wetland and Stream Mitigation Site. This brings total project wetland impacts to 51.26 acres (33.74 riparian, 17.52 non - riparian). The increase of 143 feet of stream impacts will be debited from the Privateer Wetland and Stream Mitigation Site, bringing the total project stream impacts to 13,173 feet. A revised debit ledger for the Privateer Wetland and Stream Mitigation Site is attached to this modification request. Proposed utility relocations have not been adjusted since the April 30, 2014 modification request. 2 Regulatory Approvals The let date for this project is August 19, 2014 however the review date is May 27, 2014. As the review date for the project is quickly approaching, we respectfully request expedited issuance of the permit modification in an effort keep the project letting on schedule. Section 404: We are hereby requesting the modifications described above and an expiration date of December 31, 2019 for the USAGE Individual 404 Permit signed October 23, 2008 (SAW -2008- 01413), for the above - described activities. Section 401: We are hereby requesting a modification to the 401 Water Quality Certification from the NCDWR issued October 6, 2008 (DWQ No. 003278). A copy of this modification request and its distribution list will be posted on the NCDOT website at: https: // connect. ncdot .gov /resources/Environmental Thank you for your assistance with this project. If you have any questions or need additional information, please contact Tyler Stanton at 919- 707 -6156 or tstanton @ncdot.gov. Sincerely, `. Richar W. Hancock, P.E., Manager Project Development and Environmental Analysis Unit cc: NCDOT Permit Application Standard Distribution List. 3 Privateer WM 026 -005 The Privateer Farms Restoration Site (Site) is located in Bladen and Cumberland Counties, North Carolina, approximately fourteen miles southeast of Fayetteville. Prior to restoration, land use on the Site over the past 20 years had been primarily row crop agriculture. Stream and riparian functions on the Site had been severely impacted as a result of agricultural conversion. Harrison Creek had historically meandered through the Site, but was channelized in the early 1980s to reduce flooding and provide a drainage outlet for the extensive network of ditches excavated across the Site. Subsequent to channelization, Harrison Creek existed as a large canal running straight through the Site. Restoration activities for the Site involved moving the stream channel back to its historic location and elevation, and filling drainage ditches to raise the local water table and restore wetland and stream hydrology. The plan also included scarification of the fields and breaking of the local plow pan to increase surface water storage and provide a range of hydrologic conditions suitable for a variety of native wetland plant species. The restoration plan for the Site predicted the restoration of 405 acres of riverine wetlands, 25 acres of riverine wetland enhancement, and 33,985 linear feet (LF) of stream restoration. Following construction, the as -built data indicated that the total area of restored riverine wetlands was 402.5 acres (excluding 2.5 acres for road accesses), with 25 acres of enhanced riverine wetlands, and 34,005 LF of restored stream channel. As of fall 2009, the Site has met all prescribed hydrologic and vegetative monitoring criteria and been recommended for closeout. According to the April 2014 permit mod, there were an additional 0.36 acres of wetland impacts associated with T.I.P. U- 2519CB and an excess of 612 linear feet of debits to the Privateer Mitigation Site. To offset the additional 0.36 acres of unavoidable wetland impacts, the Privateer Farms Mitigation Site will be debited at a 3:1 ratio, totaling 1.14 acres wetland debits. Privateer will be credited 775 linear feet of stream credit from the over debit of 516.6 linear feet at 1.5:1 ratio from preliminary design. These debits and credits are reflected in the following ledger. HUC I Mitigation Type 11 Starting Amount I Additional Notes 30300041Stream Restoration I 256761* *Out of service area ratios: 1.5:1 ratio for am impacts 3:1 for wetland impacts 3030004 Riparian Wetland 185.58 * *Out of service area ratios: 1.5:1 ratio for Restoration stream impacts 3:1 for wetland impacts Privateer W M 026 -005 Mitigation Type Debit Amount (Ln.Ft.) Status Site TIP Action ID# Notes Stream 19759.5 Close U-2519 2008 -01413 Debit amount includes all Restoration Out modification request including Status Site TIP Action ID# U- 2519CB(5/15/14) Stream 615 Close U -2519 2008 -01413 Restoration Out Mod Debit Mitigation Amount Status Site TIP Action ID# Type (Ac.) Riparian 153.78 Close U -2519 2008 -01413 Debit amount includes all Wetland Out modification request including Restoration U- 2519CB(5/15/14) Riparian 1.29 Close U -2519 2008 -01413 Wetland Out Mod Restoration Riparian R- 1992 -03237 7.38 Close Wetland Out 2303A Restoration LEGEND PROJECT REFERENCE NO. SHEET NO. REVISIONS ti ti U- 2519CB /0 DENOTES IMPACTS IN i'' i ROADWAY DESIGN HYDRAULICS Ln , tr SURFACE WATER ENGINEER ENGINEER i } DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES FILL IN /Ln WETLAND PRE Ld�'Ti BN RY ]P]LANS �DENOTES MECHANIZED oo Nor vs8 1=o coNSrRVCrwN 83 CLEARING ® DENOTES HAND CLEARING ' ' ® DENOTES EXCAVATION PERMIT DRAWINGS IN WETLAND SHEET 14 OF 55 DENOTES WORK BRIDGE ' REVISED 5/13/14 I 00 E Q LLJ DO LLJ W W W W L/) N O O) + + M CO I- N Q N W Z W J Z J U = U CQ Q G 0 L N n T D U m N 7 O L n T 0 3 T) O O D U m N 7 0 0 -L- 835 +00 TO 837 +50 (LT) EST. DDE- = 35 CY SEE SHEET 35 FOR -L- PROFILE -L- 839 +60 TO 840 +90 (LT) dE B (VARIES 2'}0 10') \ SEE SHEET 64 -TTI- FOR PROFILE o;u uv m.E.PnI F P o�u uv la.P. p.l P P \ - �� - -� —E 'E � —P� E- � � E _ E�E E E� ` FGTO f� E • r C C F — - N 24 /5' 48.9' W ,0 -- -- - - - - - -- — ------- - - - - -- - — b' BASE DITCH � F C C F C C F F GTD C C I SEE DETAIL AB C BERM 'V' DITCH i � -- �' BERM 'V' DITCH SEE DETAIL N SEE DETAIL N C * *>K BERM BASE DITCH �� - -� —.— SEE DETAIL WW 18" RCP -III SITE 4 FS 1 ELBOW SEE DETA GRAU�50 3GI � T----T F I 2GI-FG - - - F F F M -350 F F F N 24 /5'48.9'W , _______________ _ M -350 3GI p '-SEE DETAIL 2GI - ',' FSM- e� _ F F u = 15" RCP -111 F �l F / SEE DETAIL m F p CFS�RCP� � C 2GI F U' �i q10= 15.5 ds C FSR DETAIL F I q10- 9.70 cfs SITE 3 `I �0- , 20 fp= VAR. WIDTH LAT. BASE DITCH R � C SEE DETAIL O R , r Sr \ DETAIL WW E AIL AB BERM BASE DITCH BASE ITCH - 1 Not to Scale) L 1 Not Scalel N\ ral l NotuD p crouna MD O �tB g MIn. D= 2.5 Ft. B= Ft. f Llner= PSRM - Type of Line - PSRNL -L- 831 +60 832 +50 100 TO 31 +60 (LT) -� ✓ r� -'S iLA i EST SY F"" PnNO EST. PSRM Sy EST. DDE = 32 DETAIL DETAIL 0 / I VAR. WIDTH, LATERAL BASE DITCH BERM tcV' DI I NOt to scole� FIII � Natural SIPPe B% Gr and \I/ RDWY e Mln. q� - Fi. B_ ��FFYY � ' -L- 83. +65 ro 840 +50 R PROJECT REFERENCE IN SHEET NO. REVISIONS =- I ` I ' " --- - -_ `2 •� - -- _ I _ -- _ - - - LEGEND A U- 25/9CB l0 N \ ` ` "— ti all _ ® DENOTES IMPACTS IN �\ \` / - 24y. -'�I \I '� o'�� - - - - -" SURFACE WATER ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER �`�j S(''Y `` - - -- �` �•• ___' - -` _ �z^a'� DENOTES TEMPORARY \ 239 + - 24+- - - - - -- �'� - - --- ; � � 23�� IMPACTS IN SURFACE WATER 'I i ( - -- - ' I - - -- �•24s, y I i / - DENOTES FILL IN 'g", . WETLAND PLAN S AMR DO NOT USE FOR CONSTRUCTION - - -- DENOTES MECHANIZED 1Q 23 �t - ___z3a__ - ______ CLEARING _ ________z36_____ 3s_ � � `��e, - �14v_ •�• s -tipD i DENOTES HA ND _________ ----------- CLEARING __ _ -- _____ 233' -- __ _.2ao' ' _ �'9a�,' r' / ® DENOTES EXCAVATION PERMIT DRAWINGS x'232_______- _- ____ -` IN WETLAND _____ 235 SHEET J-5- OF 53- _ _ ______231. DENOTES WORK BRIDGE /1 229_ REVISED 53/14 ___' _22 `2 ♦��23 "- -_!' ii��l - \` I.'r� /I • ' - -23q. ♦ / 232_ '-233--',-' / I I I I 9 I , I I I I I !�' '/ -____� ________ ___ " -� '� -___ ♦,2` -__ _ X23 _ ''�- /Y -22 � /rya' /' i t r 30\ _ I I J /4Q 4 `,`} ;v o / /,,'\ �♦`` �\ � -225. '�r @qN(�. i I I 1 Ir I 5,✓'{ x''1 ,___ _______- 1 _- - 22q -_' _ �____- _ -_ -- /ry9_ _. J _zz6- ( �ti /,i.4' /�yv�rirr rl - - - - -- _ ---- - - - - -' 3 I ' � ,2zz 220 -------- 2 I n/H HV • I I r 'N - - - —E - - ' (G.i zf _ 224 _ GTD E .OiI+RV,to,Ev2 _ �E --------- ?�.,E��''y E� Ef� F f� �E C - -- F C _ - -- - - -- C — N 24' l5' 48.9" W 0 4'BASE DITCH I — — - -- — --- - -� - -- _ -- -- ' SEE DETAIL AB r -�i `Y I _ ` •ez IC i2_ F , - _ 2ry1 /. C C F R GTD ; C C 'BERM 'V'DITCH BERM 'V' DITCH , 1 5EE DETAIL N SEEDETAIL N - -- J,l I _ I ' - r' '� I�I�'� I� '� IV-- — — — — BDO — 8 I _ Ly C — BERM BASE DITCH ^ I I I _ — P — ' I- LU �- -- — SEE DETAIL WW ` -- _ -2t9' SITE 4 w '` 11 \ \ \ 2 18" RCP 1111 2 LLI �y \ ` il`J 18" v�d _2 \ 2 ti 'I 233 rll 0 2 s �2,a FSL I 23z i - (n -� I. I I i 7 ECBOW - 2t; - - SEE DETA - r,/') v, 11 GRALI 5 II II 'I `I ♦ 2 GI _ _ w �I \� \ LLJ I n _ _ _ _ LC-I LLJ 2GI -FG F ' II \I F` CLL 0 _ __ __ II - F F F Lf) T --1 LL . -a - -- - _ CC) `,, M -350 ,' i I I 11 I ° 3GI F- - _ 2p9_ F SEE DETAIL 2GI ' -- - -_- 00 11 F _ T l5" RCP I� ..� P 1 ry T_. T �___ T -�_ T ' I I N \ ` " \ F _ - FSM 2GI -FG - _ - - `- I F - F - - - - -- ---- _ F III z N Z --- -- - W P o I I I 0 t r� 1 ♦ 1 I F °' , ` a a ' ' I _ J I I i _____ J Z / I 15" RGF -III F E DETAIF F _ _ . # *F _ — -C t�RCP�L ♦20. - 2GI i� F — � C 155 ds �\- - - - -- SEE DETAIL Q i C _ — FSR I _ .p , ♦ -22i - — o I -tit, - -' ,d' � ✓., r ,� ��,( - `` QIO- 9.70 cfS SITE 3 __ \\\�\.I ' ,2�' ��.- V10- 1.20 fps z'9 - -- y' Il - R _ _", - `�t \d♦ \ VAR. WIDTH LAT. BASE DITCH - - 216 " � - -- I J SEE DETAIL O R - \ \ ` '. .' �' _ -_ -" 209 "� 2 � / � '*� ♦ \ ♦ I \ \ \ ♦ \ \ \ ' ` \ `\ `♦ ` �. .' _206 -205 /' , - \ yr' A/ l� r ( + - ♦ 2 ♦ I I I 1 ` \ `` \ \ `�`oS \ \ `\ ` ` � _�- i' �- ,' __ �- __________�'','�__'- � r^ , \�DO.` + 20 X20 \` Oe ♦ `\ NI I ` `�Oa ♦2 _______ �'� ______203 -- ,201'' ''� '� 'll ______ I (-��` �JJI 'i '�I?'1�. � �' /y'� ,' - _ - ^�`` 2� `2 °S` ?°O` `2 `� 2 ♦5'' ^p' \\ �_ '200 '_20a� _ __ 9 �'T _ ��'- `- `' \�I// ri _ -_ _ -; _'•j - -_ �9S •\� I �w /�/ _ -` ♦��` \� �`` ' "v` \\N` 0'I '� � -___ __'� '.196-__ ` \I\I/ � I - -_ rr - - _ tf 11 �' __ r/ �\ �\`` `� ♦ � -- :� m `209" '2 �, _'' - W/ /'' - 'Jr' __ -I.`` ,' \`.♦ \ '.200'. _ _ ` ♦` !� l ty -�=99t /' yl ' �y519a \ I,' \�`�\ N DETAIL WW AB BERM BASE DITCH - _' "- - BoSE Scale/\i '(Net to Scale) Natural 1 - / N t / I Notur 1. Gft 3. Ground - RDWY D 2.\ ' B •s �: _' .0= 2.5 (( - I I•'r �`�'� / BI JL ., 4 B= Ft -- '. ✓.'' TYD liner PSRM Type of Lire <� +Da TO 3aeD6 Ry I -L- 831 +60 632 50 jiTf \- ^9 ,_a6t -- �yz.. / ESP _ - Y �,� i� ' II, III �°,"` ♦•`�`. `�.�:. - -_ - - ` ! I,� PQNC Cam. . . ♦2 EST. PSRM 40 SY EST. DDE ♦ � I `l r f y mu'W IT' --I�� _ DETAIL 0 'sel ---DETAIL N '1. ;VAR. WIDTH LATERAL BASE DITCH �� -_ A� _ ��I 'r,•6 r r' r �•• E M ta' DI H F WIDTH, to Scale) �x< b rat Siooe Oun j5 B Min Ft. y� o B= Ft.' �_ ___ - �., _� ♦. -0`3'9_Ft. _coz' -_ d6�` ` ♦ . /' '� �" / _ _ - L EST.H DEto 8 35 +CYO IRT) _z5< e - -L S +9Rdi `�87 +SD �T °o�O+' __ 93 A 7 "ICI SEE SHEET 35 FOR L PROFILE -- \ ♦ s � s vI � I ,_, ,�,�1L' �� /� ; ,' not' �4 �, -`4 I I _ ( ) � SEE SHEET 64 1TI- FOR PROFILE ,d- 8 +60 ^TO 40X90 LT 3E B VARIES 2' to 10' I�� NONE I..... .....I Iiuui �uii I. .............I mm lJRol/L11�....... u.....1 A FA pol 40 20 0 20 I..... i ,..... iiiiiii■ I , N m PR E➢ U56 FO dA [IN��gg PLANS DO NOS CONSTRUCTION Il I ...........................O ■�0 ON ON I ............................ .. .............. I ..................u........ .. .............. MMMMMMMMMMMMMM ONEENEENEEMENE .u.. �N .... ........... o .............. .. u ........ � .............. MOMOMMOMMOMMOMM IIII.................. . . .... ................................. ON ............. ..... .. MENEM ...........NON I........... . .. .............. iiiiiiiiiMINE ii i.iii .. . . . I.o....uuumu o 0000 iiiiiiiii uu....0 .......... I........ CUMBERLAND COUNTY I........ PROJECT: U2519CB iiiiiiiii FAYETTEVILLE OUTER LOOP iiiiiiiii FROM SOUTH OF iiiiiiiii • EAST OF , OF PROJECT REFERENCE NO. SHEET NO. l U — 2519CB - _ ROADWAY DESIGN HYDRAULICS 7 ._ ... _._ .... ENGINEER ENGINEER LII--LLII mm lJRol/L11�....... u.....1 A FA pol 40 20 0 20 I..... i ,..... iiiiiii■ I , N m PR E➢ U56 FO dA [IN��gg PLANS DO NOS CONSTRUCTION Il I ...........................O ■�0 ON ON I ............................ .. .............. I ..................u........ .. .............. MMMMMMMMMMMMMM ONEENEENEEMENE .u.. �N .... ........... o .............. .. u ........ � .............. MOMOMMOMMOMMOMM IIII.................. . . .... ................................. ON ............. ..... .. MENEM ...........NON I........... . .. .............. iiiiiiiiiMINE ii i.iii .. . . . I.o....uuumu o 0000 iiiiiiiii uu....0 .......... I........ CUMBERLAND COUNTY I........ PROJECT: U2519CB iiiiiiiii FAYETTEVILLE OUTER LOOP iiiiiiiii FROM SOUTH OF iiiiiiiii • EAST OF , OF o' PROJECT REFERENCE NO. SHEET NO. REVISIONS LEGEND N U- 2519CB 11 DENOTES IMPACTS IN r SURFACE WATER ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ®DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES FILL IN _. >Z WETLAND PRE' LI IN RY ]PLANS __ - -- - -- "''"' -4;-� FI DENOTES MECHANIZED Do NOT USE vo CONSTRUCTION e sort ___ _______ _ ____ CLEARING -•�•� ® DENOTES HAND CLEARING _ - ® DENONEWEXCAVATION PERMIT DRAWINGS IETLAND SHEET 18 OF ii 1\ DENOTES WORK BRIDGE REVISED 5/13/14 83� o 0 Ln O CN Lu w W W V) Ln W W W W Ln O O LO + M LO 00 Q Q Ln W W Z Z J J C� C� L Iq n T L L U N 7 O L CL T O a 0 0 a U m N N 7 0 O Q SEE SHEETS 35 & 36 FOR -L- PROFILE o SEE SHEET 64 FOR -TTI- PROFILE -L- 849 +50 TO 853 +00 LT) -L- 855 +00 TO 855 +50 (LT) SEE SHEET 65 FOR -TT2- PROFILE o -L- 853 +50 TO 855 +50 (LT) 11 11 .I � I i Ipl � e ._ /H HV 10.E.P 1 C E.P.1 P E d P .., aiH Nv Io.e.P.l • f E-�� 1 1 m a-- ____ - � -- N 24'l5'48.9'W FALSE CUT ..�'..: _ ___ SEE DETAILQ - C SPEC. CUT DITCH T� , SITE 5 _ F — — J` � SEE DETAIL P SPEC. CUT DETAIL F * * * * * * ** * * * 2GI -D SEE DETAIL P �� SEE DETAIL > FSL � > F F F F F F F F .pQ F F F F i 2GI 2GI N 24 /5' 48.9' W 15" RCP -III SEE DETAIL SEE DETAIL FSM F F F F FSM F F � F F F F - F GRAU -350 � WFF CAT -1 F F F in -- � F PREFORMED SCOUR F F HOLE DATA PREFORMED SCOUQ1010.50 fs Q7= cfs HOLE DATA V10= 1.60 fps PREFOD SCOLE 470= 1.00 cfs PREFORMED SEE SHEET 2 -Y � T E 6 SEE SHEET 2 -Y 6 =5' W =5' \ \ B =5• W =5• � D =2' d =0.5' D =2' d =0.5' I SITE 7 �/ DE AIT L D DETAIL P AL u SP IAE�i -DITCH cNOt to Scale) p -GI / (Not to $c01e1 2.0' I \I/ Front EL.220.00 � At0 { {6� FIII \ 01 +cn Nat Oral � \ S {6� 51000 PIDe 2.0• {O SIOPe \ / \ Min. O= I.0 Ft. t. 0ltch \ \ Bea 1 rvl ♦" - - _ - -- REVISIONS - -' `- -- -- - - 2_ -- - - - " - ' 'III" m � �� °' ` 2� ` \ ` �� . 2S LEGEND PROJECT REFERENCE NO. SHEET NO. - --- - - - - - - �.^'' 232, - - - - -\ .23s. , r �l _ _ - U -25/9C ll 23 \ \ -\250 2S,_ - _ - 253._ _ _ _ _ _ DENOTES IMPACTS IN -, I ` `,`z3 >- - ' ' r ' r' - - - -_ -- - --- -- 2•�\ n \ I` r 2a` -- _ S OTE TS ROADWAY DESIGNS HYDRAULICS ____ , r r r 2,�0__ _- � __ �, _ -_ _. _____ SURFACE WATER --- -_____ ENGINEER ENGINEER _ s _ z3o31`, � - ('y- ____- - -- - ® DENOTES TEMPORARY SURFARY WATER - -- - -250'- ___ 232 -------- e �� -__2 _ _ _ r -------- 249' -___�_ 1' --------- - 248 -_ -226-_ _ - DENOTES FILL IN ` WETLAND 1TIT�ppgp Lin 4MIN RY PLANS ll- lAIlall,lll�lllllV lAl = j - 21 --�.r' '--4� ',lye I -2z5-_ \ \ 2y, ------ DO NOT USE FOR CONSTRUCTION -_ - -_ _ _' \ N �'2s �z4>_ - z DENOTES MECHANIZED _ C:.:- `N�\ r\ _ ��' 1- -' CLEARING n° - ® DENOTES HAND CLEARING ,225 \ 9 .\9 \9�\ '2. DENOTES EXCAVATION PERMIT DRAWINGS ® IN WETLAND SHEET 2 OF d5- __j DENOTES _ WORK BRIDGE \ REVISED 5/13/14 235- 11h - ` �II I�tLL� I r I II If Ir I I � I I iN � ' %1 2 I,,, s \ I 1 � \\ N�y \\n T�•�'` �_.,, Ir \`\ _____ 1'' . ry.�'' 1 1 /r/ 2,.�p'_____ .�2' `r �(�` ` -`2•a I II �nA / II ; r I Il /� \ a •M 1 hl x-228,` Hv iD.E.P.I I I1 I ry 1 1 1 1 �, m• , A [/H PSI` I I II `I 1 \ � vim[=•. �` - �` ` `'i - , % _ -�� ``` C E a/H HV Ie.E.�l• ry i gyp: N _ E E— L4 I — m' L�Y7A' r r r f e ry ,24'15'489 W I nl I I I I , , r -- m I Il I� I I, I I I� I I I - - -_ r , \ N �. C I I I 1 1 1 r r' _ - #i , of ,h-, -� " - �1Yr jug ' .rG�yr I/ 224 f / \ �'sc2y= FALSE CUT , , 230� -9r >2 SEE DETAILQ . -� -- - -- - -- - -- -- z r - -- r SPEC. CUT DITCH __ ... -' __' ' --- -1..., —_ _I`�"- "„t=�•y��. __ ?_ � \ \ 1 _ -231 - * * * "* * -* y;* * * * _ SEE DETAIL P _ - SPEC. CUT DETAIL SITE V=i j� r r \ F .'.� F — ' -30 -' ` - SEE DETAIL P _� — — �• W -230 r r r r z SEE E D TAIL I 1 _. 2 I� I� "F F F F FS _ ,, � ' LLJ r r I r I ry �_ - -223' - - o W " r f... - - -._ W N r , I F F F F ,p ' _ - - - -" F F F F _ -- ,I \ 2GI (pz _ _ M - - - - -- 2GF� -290- 1 - - - LFi I __ — — - - - - - -- � 5 P -III "'9 DETAIL , " -___- 1 r SEE DETAIL -- - 00 - FSM 1 r I F F F F FSM - _ - - - Q _ F V) _---- -. -__. _ F ~ ° � I ry (n - _ I I r 11 r r r F F F ,' ___ _ _ -_ rye' a �--213 __ --- l/J W r I I I I - -- _ - - -- " -- - - - - -- _ _ I � , -_ ___216_ ,225 / W J ' ,'22 �' - r - WHOU -_ � _ _. _ C _ -- - - - - -- Z i r ry, _ I 1 1. 1 1 1� 1 _ - _ ' GRAU-1°i5d r F f1 r u 2 F r I F zn __ ' r� '-- U _ - PREFORMED SCOUR _�_ _ o F. F / A 9 _ .220 2,i9 r HOLE DATA _ C a_____ PR Q10= 10.50 cfs 218 , HOLE DA = 0 fps Q10- 4.30 ds _ TA � V10 1.6 Q1o= 1.00 cfs PREFORMED SCOUR HOLE____ _ PREFORMED SEE SHEET 2 � Y -- - - SEE SHEET ' Y - .,_ \'/ ` D W =5' / /SITE 6 - ___ 218 ----------- 205-' B =S, W-5' ccc D =2' d =0.5' 203 _ _ ryp f ' -212 211- - - 210 - - _ , ' �• �'' � -- -'200 '2p9 _____ _______ 0 20i -- __ /,. \�•$`��\22 ---- _- - - -_ i ' �o (I�r / 201' .20 _ - - - - _ 208' i _ - _ 205" ,�0 , - -�"' �.'."''-",�'�� ° - 7 p5`� I�v� �� - SITE 7 _ ' _ 2 _ _ - _ _ - -�`;'� ��6 - - - - 203_ -209 - '�; '20^ �� ' 9 ,G� �� 'I 8g` k �� / 02-,_-- - -- -- 204 _ i M' b9 / r X203------ -_ -_ -- r�$/ __202 //_% r -200 /y- - -' 90 _r __________ -19] -- I� --- _ POND C( 20^ c ✓- mow' -/ i I Ir DETAIL D DETAIL P FALbL LU I - -- 200 - -' SP IAE�i -DITCH (Not to Scale) 2 -GI _ (Not to Scale) EL.220.00 2011 .' T ,I r Front 0IO 5lo , Oltcn 0 2.0' {O{ 10D8 /' 'I Nataral � \ S {6 SIODB 34 Pipe _ croana 1i D rl h - - II Min. O= Exist.Oltc I.0 Ft, II Bed _ •2 err -L- 849 +50 TO 853 +00 (LT) -L- 855 +00 TO 855 +50 (4T) \ f II -L- 853 +50 TO 855 +50 (LT) -' SEE SHEETS 35 & 36 FOR -L- PROFILE SEE SHEET 64 FOR -TTI- PROFILE SEE SHEET 65 FOR -TT2- PROFILE 00 �.�D" A�CD�..'IiGr .OIC� ii�.iTiiE ■ ■■ ■■ .■■■■.■■■■.■■■■.■■■■.■ ■ ■ ■. ■ ■ ■ ■. ■ ■ ■ ■. ■ ■ ■ ■. ■ ■ ■ ■. ■ ■ ■ ■. ■Y �I ■ ■ ■■�tl ■OI ■ ■ ■ ■I ■ ■ ■ ■!d■■ I ■ ■ ■ ■I ■ ■ ■ ■I ■ ■OI ■ ■ ■ ■.d ■ ■ ■II mooll .... ■ ■ ■ ■ ■ ■.... ■ ■ ■ ■ ■■■■ ■■u■■�:..u�� _ ��■■I Z /.J. /_../ / 40 20 0 20 i■■■■■ iiiiiii■ I , N m ING LIMITS - T ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■u■ ■ ■ ■ ■ ■ ■■■■ ■■■■■■■■■■■■■■■ IN ■ ■ ■ ■ ■ ■u■■■■ ■■uu■■■ ■u■■ ■■ ■■■■■■■■■■■■■■ ■ ■ ■■ ■■■■■■■■■■■■ u■ ■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ mmm 10000000100010 �No ■�� ■■■■■■■■■■■■■■■ ■ ■■ ■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■ ■ ■■ ■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ I■■ ■■■■ ■ ■■■■ ■■■■■■■■■■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ 00 ml no 00 00 00 on ME 00 00 on mom moommommomm I■■■■■■ ■■■■■■■■■■ ■■■■ ■ ■■ ■■■■■■■■■■■ MEMNON so 0 M MEMO ml 00 ON ON 00 on ON 00 ON 00 ON ON ON I NONE ml ml ml on on ml 00 ON 00 ml 00 ml lu■■uuu ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ I■■■■■■■■uu■■■ ■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ immoommoommommono immommommommommom CUMBERLAND COUNTY I■■■■■■■■ PROJECT: • iiiiiiiii ■ iiiiiiiii iiiiiiiii FAYETTEVILLE OUTER LOOP iiiiiiiii FROM SOUTH OF 1 ■ iiiiiiiii IMEMEMEME iiiiiiiii • EAST OF 1 SHEET 20 OF , 80 100 120 a r�1 Vr U Q N ti F, Nq p 83**`II`Iiilil N J p/H HV ID.E.P.I F a- riH E f - -- - -- f DETAIL ## # # # # # # _O,H HI fL.EP.) F \ \ gF IF F F F F F n — F I C. -_ - - -�� 01 0= 22.5 ds 'V' DITCH ry F SEE DETAIL R EST. 19 C.Y.D.D.E. i 010= 12.70 ds / -So= 0.30% V10= 1.90 fps / SITE 8 SITE 7�' TOE PROTECTION SEE DETAIL S FALSE CUT EST. 66 TONS _ _ _ V DITCH SEE DETAIL 0 —'— — — — _ _ EST. 150 S.Y.G.F. SEE DETAIL R i SPEC. CUT DITCH EST .1 C.Y. D. D.E. SEE DETAIL P C _ F — — SP =i 2G1 >• SEE DETAIL FSL EST. 63 TONS 2GI -D —>• _ SEE DETAIL = FSL DETAIL ## # # # # # # _O,H HI fL.EP.) F \ \ gF IF F F F F F n — F I C. -_ - - -�� 01 0= 22.5 ds 'V' DITCH ry F SEE DETAIL R EST. 19 C.Y.D.D.E. i 010= 12.70 ds / -So= 0.30% V10= 1.90 fps / SITE 8 SITE 7�' r S � FRANK DANIELS AND WIFE, CALLIE , DB 2749 PG 379 \ DETAIL R / DETAIL 0 % STa No tp S PieiTCH/ aL DETAIL P (Not to Scolel 2_G1 SP IA ITCH EL.220.00 F.� 2.0 ( ( (Not to Scolel LrounO \ tun0 I I A\p'N SIR ( Ditch pipe 2.0' A G ouna A Vp�t0( slope 4 Mh. D= Lo \ -L- 855 +83 (LT) -7-7-Belo- Ditch Min. D= 1.0 Ft. E'- -L- 856 +13 (RT) -L- 855 +00 TO 855 +95 (LT) -L- 855 +50 TO 859 +00 (LT( --I/ I \I, !� SEE SHEET 36 FOR -L- PROFILE \ SEE SHEET 65 FOR -TT2- PROFILE /TOE i PROTECTION SEE DETAIL S EST. 63 TONS EST. 140 S.Y.G.F. Cl) N F F F I- f W F W V) F W W N F O F 10 F SLAB LID Lu F Q r S � FRANK DANIELS AND WIFE, CALLIE , DB 2749 PG 379 \ DETAIL R / DETAIL 0 % STa No tp S PieiTCH/ aL DETAIL P (Not to Scolel 2_G1 SP IA ITCH EL.220.00 F.� 2.0 ( ( (Not to Scolel LrounO \ tun0 I I A\p'N SIR ( Ditch pipe 2.0' A G ouna A Vp�t0( slope 4 Mh. D= Lo \ -L- 855 +83 (LT) -7-7-Belo- Ditch Min. D= 1.0 Ft. E'- -L- 856 +13 (RT) -L- 855 +00 TO 855 +95 (LT) -L- 855 +50 TO 859 +00 (LT( --I/ I \I, !� SEE SHEET 36 FOR -L- PROFILE \ SEE SHEET 65 FOR -TT2- PROFILE 1` REVISIONS -_ �yy I I I i LEGEND PROJECT REFERENCE NO. SHEET NO. -- 257___ , , ` ^ - -- -- - -- ,- 1 I 1 ( U- 25/9CB l2 - - -- - -" - -- y° 11 ------ -- — 255 - ' .'b i ' l ' �� i r i ^' ti9^' DENOTES IMPACTS IN - \ a2 ® SURFACE WATER ROADWAY DESIGN HYDRAULICS / / (\J I , i � I I , ' I i II I I � i � � � ENGINEER ENGINEER IMPACTS IN E SURFACE WATER zsr ----------- -_ _ - - -- I DENOTES FILL IN - _ _ -, - - -_ - - - -_ - - - ^- _ - -` - 245^ ^__ - - -'- - ' '.'1 a , ,' h a r / , ,/ ry _, ^- _ .2' 41ti _.-' O _' _- ,__, ,_- _�,_- _z, 4_ __ -s z-32_83y'- -•__l - _ __' _____ ^ __ _ _ - - z - -- _- _ - _ - - -- ' - _ _ _- - - �i , I _ _ - WETLA ND ND DSffIldMBN R I PLANS ___ - - - - -' DO NOT USE FO CONSTRUCTION 247 DENOTES MECHANIZED - _- _ -_ - ____" ___- ____________ __ ____ - CLEARING 245' -- -- - 245 ---- ♦ ........ 1 Y 24-`_ DENOTES HAND _- __243- _ -___ -- �,__ - __ - ___ -_ - -_ C LEARI NG ------- ----- - - -- 242-- - - - - -- ------ -- __ - __ ______ _ ____ DENOTES EXCAVATION PERMIT DR AWINGS --- ---- -• 246- _ ___ _ _ __ 241 -- NWN -------------- _ ^_- -- - -�SHEET 23 OF 55 244 - --- ---------- 114 DENOTES WORK BRIDGE REVISED 5/13/14 - - -- 231---------- - -- - - -- - - - -23 242-__ _ - -- ----------------- ___237' i�1� , ice' =y' I 1 1 1 ` `_______ _ - 236__________ - - , _ ___ _ 1` / I - (QI I _ I' __235- _________ .OB3 E'a rypry - _ 12. _ 234__________________ __ I / I - ,Lp9 'ti'fiy '' ___ - 233--- J-- ___ - - -', _ 19 </0,1 - - n •q _ '- I/ ---232 --------- __ v_____" '22- iic� � y I N - - - -- -231-- n - - -- 229-------- - - - - -- -- 230 / T° , , , f , C 1 HV i / " 1 ,25 — _- - - -___ 0 _ /.,7 x`721 fI7.E_'.: - i i - �� 23s F 1 \ C. I TOE PROTECTION' <r r TOE PROTECTION SEE DETAIL S.�/ o ,, / / I r � l / ,' ## * # # # *. # * # ## __^ � ._ � SEE DETAIL 5 . FALSE GUT - _� —I_ _� / , I ' / / , EST 66 TONS ' ��I SEE DETAIL 0 — ' I I # # #, # #. # # # # # # * ## F r EST. 63 TONS I s N 'V' DITCH � _ I l ti +— � y I EST. 1�0 S.Y.G F. . SEE DETAIL R ' °' r — ' r # -# C T EST. 140 S.Y:G.F. F SPEC. CUT DITCH "O l �� _� F Cam- EST. 1 C.Y.D. D.E. ,� SEE DETAIL 'P i i' :' �' 2 I _ — - ' F F F F oeoee , F F F. So 5.0D(e— / � ' -' 1 1 � ------- ' ►' � ; SEE DETAIL F F ,; FF \ � F FSL F. - F \ F ^ao LLJ Lu 2GI -D— >. - - I, F F F F 11J C SEE DETAIL W 1 T F FSL F _ F II LLJ ' � I In m Ns I r I . r / I , y I I I III z - SEE DETAIL - 1 W `� -' 2GI FSM_ F l I b ' - h F F F - - Ln „- F F F F - l -}- 2GI - -- - _'_ -`r - - - - - -- I 1 F.. 0 I � L(7 SEE DETAIL _ Pq F F j L.F) FSM -- 00 ?2a. S I F -t -L Sb64E LID_ W Ln a, F F F C <iC 'V DITCH SOS 0 ~ A F ' SEE DETAIL R EST. 19 C.Y.D.D.E. . VIO =1.90 fp0.30 � •� .2�c -` �' 1 1, , /'Y�I ` 1 SITE 8 I, 2^04 -20fi -- 0 - - - - -- 203 -_ 2p ° _SITE 7 X- - - - 262_ - - - - -- - \ v _204_. I I/ 11 \ \\ \` ,. �-r _____200.__ V _ -200. -202 _ OI? \ 202' J/'/ i I I n .2 V I °'^ ,(<ry0� /,,+ - • I m m\ � -- _ .vn�ri,.•r•.. - __ 4 J _ '200._.. 3 _ I ' \� / ," \FRANK`DANIELS AND'WIFEe CALL1E l ry - —2 DO 2T49 P6'379, I r I DETAIL R STAN A 'V' ITCH /// >-61 DE LAIL Q - _ DETAIL P -_ (Mot to ScOlel C �1 (Not to Scole) n I 2 -CI SP IA ITCH 20' 'u INOt t0 500181 D - N t r 1'- 1 T F EL.220.00 ^'1 A�O(�$(3A Fill Front and / ountl - , 2A• LO'� SIOP_e - ( ( Slope Ditch - ` D �'� Pipe NPtur01 A\ $t0 SIOP OrOUrW 5 -- I(I 'Mn. D=I.O' D ? �, l'O \ 11 Exist•Dltcn Min. D= 1.0 Ft. al 5 �, 1 - _ -2°2 -L- 855 +83' (LT) Bed - \1 -L -- 856 +43 (RT) - -L- 855 +50 TO 859 +00 LT y� SEE SHEET 36 FOR L PROFILE I I -L- 855 +00 TO 855 +95 (LT) ( ) \ SEE SHEET 65 FOR -TT2- PROFILE I . . . . . . . . .... MEMO ........... m ioiiiiiii loom ............... loom ME on ® . rmA ■ ME .M. mom P200 W102,0000 IC.mp75° L.OI..! ...L.■G I1�Ln .O_O_II� 000.O_O_IL�i .O_O_I�L�. O I.I eeneeeeneeeeneee � � eeneeeeneeeeneeee� � � aanaaaanaaaanaaaanaaaanaaaanaaaanaaa� R ROADWAY D SIGN HYDRAULICS eeneeeeneeeeneeeeneeeeneeeeneeeeneee eeneeeeneeeeneeeeneeeeneeeeneeeeneeee� eeeneeeeneeeeneeeeneeeeneeeeneeeeneeem e eeneeeeneeeeneeeeneeeeneeeeneeeeneeee� e� eeneeeeneeeeneeeeneeeeneeeeneeeeneeee� � °e ° °e °e ° °e ° °ee��°ee��ee�e � eeeneeeeneeeeneeeeneeeeneeeeneeeeneeee� s eeneeeeneeeeneeeeneeeeneeeeneeeeneeee� D � � seeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeee�m �� ° �m DO NOT USE FO� eeeneeeeneeeeneeeeneeeeneeeeneeeeneeee� � eeneeeeneeeeneeeeneeeeneeeeneeeeneeee� e ° e° e e° e ei�■ � �----- � �eeae° e °e °eee � �a ° °e ° °ea��e°e2 ■ -- ■ e° e eeaeeeaee°e ° �e��eeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeee - eeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeee 0 99:: 9 9999:: 9 9999:: 9 9999:: 9 9999:: 9 9999:: 9 9999:: 9 999uma�9m�ss� MEMO ........... m ioiiiiiii loom ............... loom ME on ® . rmA ■ ME .M. mom P200 W102,0000 IC.mp75° L.OI..! ...L.■G I1�Ln .O_O_II� 000.O_O_IL�i .O_O_I�L�. O I.I DETAIL 17 SPECIAL 'V' DITCH - IN. 1. S-1.) 4.9' NaNrol � Noise Ground J.,u D 3'� Woll ,o err D =1.0 H. FROM STA. 41 +01 TO STA.47 +24 RT EST, DDE = CY O z O 0 2 DETAIL 8 LATERAL 'V' DITCH Not to Smle) bb NINUroI 1 D —' Fill Group .) r 1 "rFl. SIOPe r Min. D =1.0 F. b =4.9 Ft. FROM STA.47 +24 TO STA.48 +98 RT EST. DDE =_ CY DETAIL —Z LATERAL 'V' DITCH IN— ro Scale —) Nataroi Fill Ground TD 1'ht. Slope d i FROM STA. 49 +31 TO STA 49 +74 RT EST. CLASS B RIP -RAP= TN EST. FILTER FABRIC= SY EST. DDE= CY FROM STA. 53 +97 TO STA. 54 +46 LT EST. CLASS B RIP -RAP= TN EST. FILTER FABRIC= SY EST. DDE-- CY DETAIL 4 DETAIL 1 LATERAL BASE DITCH I Notro Scale) BERM 'V' DITCH b I Notro Smile -lam, -y RDWY N-N Fill oral 1 IL Ground d D 1 "'ft' Slope B Min. J -3.0 Ft. B=il) Ff Ff. Min.D =3.3 H. 'When B is 6.a' B =3.0 Ft+ 6 =4.9 Ft. 6 =4.9 Ff. Type of liner =Class B Rip -Rap FROM STA.49 +87 TO STA.51 +84 RT FROM STA. 53 +15 TO STY. 56 +43 RT EST. DDE __ CV EST. CLASS B RIP -RAP= TN EST. FILTER FABRIC =_ SY —L— EST. DDE= CY UIDERAIL _ ANCH I i CN p V N IMPACTS IN SURFACE WATER ~ O ~ U 15' RCP CV , OL o Ln �— FORT BRAGG MILITARY RESERVATION I —E E E E � E� F r H � . 1 V -DITCH 17 = _ EW _ 18" CSP HW W /ELBOWS pal O 7 LATERAL - J7WW FENCE W/ EST. 40L TONS CL -I RIP RAP EST. 56D SY FILTER FABRIC EST, l40 TONS CL —lR /P RAP EST.200 SY FILTER FABRIC 0 a EST. 40.6 TONS CL -I RIP RAP EST. 5,6.0 SY FILTER FABRIC — +25 -_ 32'LT E — ** /C - - - -- F i i 0< F• - L.L/LC- Ge F —L— FAYETTEVILLE OUTER LOOP UIDERAIL _ ANCH GUIDERAIL ANCHOR CN IMPACTS IN SURFACE WATER 15' RCP CV FTT4 —=7 Y- 'h"NCE - - - - -- F— �— 'AT -i C W/3SBW l' OUTRICGER + � -- -- ® DENOTES EXCAVATION W_ _ _ — — — — �� DENOTES WORK BRIDGE LL - - -C 2GI -A LU LLI N -•^ ____ __ _ ____ ________ —COL2— __ — -- -- _— - -- + Ln F �° v I J I 36" RCP FS W 36 RCP -- N 77e OY 59.CA � ^12GI -A Z CABLE GUIDERAIL J BEG SHLO BERM GUTTER -L- (J STA 47 +24.40 � 2 Q 715' _ YOFG RCP H � . 1 V -DITCH 17 = _ EW _ 18" CSP HW W /ELBOWS pal O 7 LATERAL - J7WW FENCE W/ EST. 40L TONS CL -I RIP RAP EST. 56D SY FILTER FABRIC EST, l40 TONS CL —lR /P RAP EST.200 SY FILTER FABRIC 0 a EST. 40.6 TONS CL -I RIP RAP EST. 5,6.0 SY FILTER FABRIC — +25 -_ 32'LT E — ** /C - - - -- F i i 0< F• - L.L/LC- Ge F F. � ��I 4 74' SPECIAL EST. 2A TONS CL -B RIP R BERM DITCH EST. 7.1 SY FILTER FABRIC L F--.:` N CSP (V /ELBOWS LU W LU BLE N W /FG IJ.I W c7'J F + LO J 2GI-D 2GI - B W Z J U Q C 47 WW EF_NCE W/ ISBW OFORT BRAGG. MILITARY RESERVATION F, - S Ir -------------------------- x ------------------------------ _ __ __ _ ___ _ _ _- --- ' - ---- x x PROJECT REFERENCE NO. I SHEET NO. RW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER NOT A CERTIFIED DOCUMENT AS TO NOT A CERTIFIED DOCUMENT AS TO THE ORIGINAL DOCUMENT BUT ONLY THE ORIGINAL DOCUMENT BUT ONLY AS TO THE REVISIONS. AS TO THE REVISIONS. THIS DOCUMENT ORIGINALLY THIS DOCUMENT ORIGINALLY ISSUED AND SEALED BY : ISSUED AND SEALED BY DENNIS JAMES MORY W. HENRY WELLS JR 30031 ON 8-39 -08 9334 ON 8-39 -08 THIS DOCUMENT IS ONLY CERTIFIED THIS DOCUMENT IS ONLY CERTIFIED AS TO THE REVISIONS. AS TO THE REVISIONS. Right of Way for this Plan Sheet has been acquired under metric TIP Project U- 2519DA. Right of Way authorization was May 19, 2006. Right of Way shown is for information purposes only. —L— FAYETTEVILLE OUTER LOOP UIDERAIL _ ANCH GUIDERAIL ANCHOR CABLE GUIDERAIL IMPACTS IN SURFACE WATER 15' RCP - wrfG y �— 'AT -i S + � F. � ��I 4 74' SPECIAL EST. 2A TONS CL -B RIP R BERM DITCH EST. 7.1 SY FILTER FABRIC L F--.:` N CSP (V /ELBOWS LU W LU BLE N W /FG IJ.I W c7'J F + LO J 2GI-D 2GI - B W Z J U Q C 47 WW EF_NCE W/ ISBW OFORT BRAGG. MILITARY RESERVATION F, - S Ir -------------------------- x ------------------------------ _ __ __ _ ___ _ _ _- --- ' - ---- x x PROJECT REFERENCE NO. I SHEET NO. RW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER NOT A CERTIFIED DOCUMENT AS TO NOT A CERTIFIED DOCUMENT AS TO THE ORIGINAL DOCUMENT BUT ONLY THE ORIGINAL DOCUMENT BUT ONLY AS TO THE REVISIONS. AS TO THE REVISIONS. THIS DOCUMENT ORIGINALLY THIS DOCUMENT ORIGINALLY ISSUED AND SEALED BY : ISSUED AND SEALED BY DENNIS JAMES MORY W. HENRY WELLS JR 30031 ON 8-39 -08 9334 ON 8-39 -08 THIS DOCUMENT IS ONLY CERTIFIED THIS DOCUMENT IS ONLY CERTIFIED AS TO THE REVISIONS. AS TO THE REVISIONS. Right of Way for this Plan Sheet has been acquired under metric TIP Project U- 2519DA. Right of Way authorization was May 19, 2006. Right of Way shown is for information purposes only. PERMIT DRAWINGS SHEET 42 OF 55 REVISED 5/14/14 SITE 18 DENOTES IMPACTS IN W111 A SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES FILL IN WETLAND DENOTES MECHANIZED CLEARING ® DENOTES HAND CLEARING ® DENOTES EXCAVATION IN WETLAND DENOTES WORK BRIDGE PERMIT DRAWINGS SHEET 42 OF 55 REVISED 5/14/14 SITE 18 DETAIL 17 SPECIAL 'V' DITCH I Nm to Soole) 4.9' N-1 Noise Ground J�, g'� Woll o a °r o FROM STA. 41 +01 TO STA.47 +24 RT EST, DDE =_ CY �M 2 DETAIL 8 LATERAL 'V' DITCH INor to Smle) bb NMUroI 1 —' Fill Group .) r D 1 "rFl. SIOPe r Min. D =1.0 F. b =4.9 Ft. FROM STA.47 +24 TO STA.48 +98 RT EST. DDE = CY DETAIL 7 DETAIL 4 DETAIL 1 LATERAL 'V' DITCH LATERAL BASE DITCH l umro stole) INerro Banle) BERM 'V' DITCH b Norro Smile- l�,-•y RDWY N.N .I Fill oral 1 I L NaNrol ~— Fill Ground 1 "rfr Nm Ground D 1'Fe. Slope d D Slope roan .?,� D •y� d .Ron.,. M� GeoronBa B Min. D =3.0 Min. D =1.0 N. M. d =3.0 Ft. Min, D =3.3 H. Max d =1.0 F. 'when B is 6.a' B =3.0 Ft. 6 =4.9 Ft. T dU. —Class B Ri Rp b =4.9 Ft. T duper =Class B Ri Ra 6 =4.9 Ft. YPe P- P YPa P- P FROM STA. 5 FROM STA. 49 +31 TO STA 49 +74 RT FROM STA. 49 +87 TO STA. 51 +84 RT ESTT. . DDE TO STY. 56 +43 RT DE = CY EST. CLASS B RIP -RAP= TN EST. CLASS B RIP -RAP= TN - � - - -_ 3 EST. FILTER FABRIC= SY EST. FILTER FABRIC =_ SY - _ -- /'z'2 EST. DDE= CY EST. DDE =_CY ' - -- zzs FROM STA. 53 +97 TO STA. 54 +46 LT i _ EST.405 TONS CL -IR /P RAP " EST. CLASS B RIP-RAP- TN Q 1\ EST. 56A SY FILTER FARR(C_, , EST. FILTER FABRIC=_ SY Q - _ °e,i`1_ EST, TONS2iH:a�P RAP - -- _ EST. DDE-- CY �t _ C EST.2 SY KILTER FABRIC , O Ln '-11FOR' 9RAG6 MILITARY RESERVAT10N i - r ll vI I I 1 >i I F, ST. 40b TONS CL -TRIP RAP 214 r- TEST. 55" SY FILTER FABRIC — ?r Ln - --- r m - ` +25 1 I 1 32'LT - ,I o G F II 1I I J, I r I I I / I -l5' RCP / 'RCP - - • rFG -' UaR FAIL LAi AL N l H a �� o SPECIALC V -DITCH l7. � F —Ew -' -,_ i 18" CSP - A9¢ 7 / HW iELBOWS \ ant 7 V DITCH- LATERAL 4 ' - - -__ _ ovz SPECIAL _ P BASE DITCH ESE. 2A TONS CL -B RlF R BERM_ DI � �� EST -'7 FlL7ER ABRJE' -zao 17 WW FENCE W/i ISHW -47 WW FENCE W/ ISBW z3T________��_- '�_____ __ - - -" —= KYi '/i'i 1d'l'"'__I �1 it Vlyil l/ __'_• /�i• 235��@--- __ -_____ - _ , __- "____" ______, 6vZ ______ i S£Z. i'- 1 /� I I - - /DSZ _ -- - ' -____, _ .'__ / I - __ � - _ - -',_- - -- - _ x__ �,' pR;L,BRA 611LITARr'RESEp(�ATION 'yt" - - £V -f 7 £at , I � - - - - -- _- '.9EZ. 6EZ' _ ,4 GL' 1 1dti Jf^� 262 I/ \ I , 'tiC� -�✓ J-s"x; i-, T�,"+�\ V-�.v�"`�''�z�.nvrti.rz;i� iz..'`a>;�`!' '" 252_ -'/ '.J£z- i'.,a..,�.r,,;.rr:,- w.;;, -zbzrt �:t,ti,-%�_ , \ 1 _ =� - ___"-` zs' - - -` -- - -' `- - -ss1- - - - -- - -- - ` - -" - -- - - - - -- -- -= - -- -- - -- ------------------ == IDftiE 6 � I W � �l ir,t'.`4..i"'1;+ i✓- ..i.T4.� 1'�vK'_.c'zyr'- ki�"�`kJ'.✓ -``r _ __ PROJECT REFERENCE NO. SHEET NO. U — 25I9CB 228 RW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER NOT A CERTIFIED DOCUMENT AS TO NOT A CERTIFIED DOCUMENT AS TO THE ORIGINAL DOCUMENT BUT ONLY THE ORIGINAL DOCUMENT BUT ONLY AS TO THE REVISIONS, AS TO THE REVISIONS. THIS DOCUMENT ORIGINALLY THIS DOCUMENT ORIGINALLY ISSUED AND SEALED BY ISSUED AND SEALED BY . DENNIS JAMES MORY W. HENRY WELLS JR. 20031 ON 8 -29 -08 1— ON 8 -29 -08 THIS DOCUMENT IS ONLY CERTIFIED THIS DOCUMENT IS ONLY CERTIFIED AS TO THE REVISIONS. AS TO THE REVISIONS. Right of Way for this Plan Sheet has been acquired under metric TIP Project U- 2519DA. Right of Way authorization was May 19, 2006. Right of Way shown is for information purposes only. LEGEND DENOTES IMPACTS IN E ; E E E —�-T 0-- E F/ _ ,III I. F (� RAL •P IMPACTS IN SURFACE WATER DENOTES FILL IN F — — — — _ — — — 1-- -f - - /E F _ yft ,7* I _ erI F -- 9'RT T. CLEARING ® DENOTES HAND _- N -- FORT 8RAGG TANK TRAIL - TT4DA- - -- DENOTES EXCAVATION IN WETLAND DDENOTES N o V C-4 — ------- - - - - - -- CV CFi4 CSP W /ELBOWS N w '- W \\ '- - - -C —\ , '� 36 RCP W W Z = ---- -- (REM) _ zGl -A _'f5r .P-� ^" to W W BLE - 1GI In W /F - RCP —' ly 74 43' 58.7° E wrw w _ - COL2- r� ce ` a, E — %" D_ o-�� - - -'� 10 In ------ ' In hz Y -L- FAYETTEVILLE OUTER - LOOP'', ' !I I I 3EvRCP b a �: P_ �, _ __ N 77 0I 59.9; 2GI-A :; .: �,._ WDERAIL _ _ c£ _ ," 2GI GUIDERAIL CABLE GUIDERAIL W W Z CABLE GUID6RAIL � ANCH ANCHOR - Z J J r••y BEG SHLD BEM 6 -� GUTTER -L- I STA47 +944 1 -l5' RCP / 'RCP - - • rFG -' UaR FAIL LAi AL N l H a �� o SPECIALC V -DITCH l7. � F —Ew -' -,_ i 18" CSP - A9¢ 7 / HW iELBOWS \ ant 7 V DITCH- LATERAL 4 ' - - -__ _ ovz SPECIAL _ P BASE DITCH ESE. 2A TONS CL -B RlF R BERM_ DI � �� EST -'7 FlL7ER ABRJE' -zao 17 WW FENCE W/i ISHW -47 WW FENCE W/ ISBW z3T________��_- '�_____ __ - - -" —= KYi '/i'i 1d'l'"'__I �1 it Vlyil l/ __'_• /�i• 235��@--- __ -_____ - _ , __- "____" ______, 6vZ ______ i S£Z. i'- 1 /� I I - - /DSZ _ -- - ' -____, _ .'__ / I - __ � - _ - -',_- - -- - _ x__ �,' pR;L,BRA 611LITARr'RESEp(�ATION 'yt" - - £V -f 7 £at , I � - - - - -- _- '.9EZ. 6EZ' _ ,4 GL' 1 1dti Jf^� 262 I/ \ I , 'tiC� -�✓ J-s"x; i-, T�,"+�\ V-�.v�"`�''�z�.nvrti.rz;i� iz..'`a>;�`!' '" 252_ -'/ '.J£z- i'.,a..,�.r,,;.rr:,- w.;;, -zbzrt �:t,ti,-%�_ , \ 1 _ =� - ___"-` zs' - - -` -- - -' `- - -ss1- - - - -- - -- - ` - -" - -- - - - - -- -- -= - -- -- - -- ------------------ == IDftiE 6 � I W � �l ir,t'.`4..i"'1;+ i✓- ..i.T4.� 1'�vK'_.c'zyr'- ki�"�`kJ'.✓ -``r _ __ PROJECT REFERENCE NO. SHEET NO. U — 25I9CB 228 RW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER NOT A CERTIFIED DOCUMENT AS TO NOT A CERTIFIED DOCUMENT AS TO THE ORIGINAL DOCUMENT BUT ONLY THE ORIGINAL DOCUMENT BUT ONLY AS TO THE REVISIONS, AS TO THE REVISIONS. THIS DOCUMENT ORIGINALLY THIS DOCUMENT ORIGINALLY ISSUED AND SEALED BY ISSUED AND SEALED BY . DENNIS JAMES MORY W. HENRY WELLS JR. 20031 ON 8 -29 -08 1— ON 8 -29 -08 THIS DOCUMENT IS ONLY CERTIFIED THIS DOCUMENT IS ONLY CERTIFIED AS TO THE REVISIONS. AS TO THE REVISIONS. Right of Way for this Plan Sheet has been acquired under metric TIP Project U- 2519DA. Right of Way authorization was May 19, 2006. Right of Way shown is for information purposes only. LEGEND PERMIT DRAWINGS SHEET 41 OF 55 REVISED 5/14/14 SITE 18 SHEET 74 F DENOTES IMPACTS IN SURFACE WATER ®DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES FILL IN WETLAND DENOTES MECHANIZED D CLEARING ® DENOTES HAND CLEARING ® DENOTES EXCAVATION IN WETLAND DDENOTES WORK BRIDGE PERMIT DRAWINGS SHEET 41 OF 55 REVISED 5/14/14 SITE 18 SHEET 74 F No. WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Size /Type Wetlands (ac) Site Station Structure Permanent Fill In Temp. Fill In Excavation Mechanized Hand Clearing Permanent Temp. Existing Channel Existing Channel Natural - - - 2.60 - 0.01 - 5 - 2 -TTi- 46 +10 TO 46 +73 48" CSP - - - - - 0.01 0.01 69 19 - -TT1- 46 +29 Bank Stabilization - - - - - - 10 - - 3 -L- 836 +61 TO 838 +07 Roadway & 42" RCP 0.33 - - 0.02 - - - - - - 4 -L- 838 +80 TO 841 +17 Roadway 0.10 - 0.07 0.02 - - - - 5 -L- 847 +36 TO 849 +22 Roadway & 36" RCP 0.62 - - 0.07 - - - - - - 6 -L- 852 +83 TO 853 +64 Roadway 0.11 - - 0.02 - - - - 7 -L- 855 +25 TO 855 +70 Roadway 0.07 - - 0.01 - - - - - - 8 -L- 859 +50 TO 861 +81 Roadway & 30" RCP 0.62 - - 0.04 - - - - 9 -L- 864 +39 TO 865 +64 Roadway & 54" RCP 0.27 - - 0.04 - - - - - - 10 -L- 889 +04 TO 902 +62 Roadway &Bridge 1.47 - 0.30 0.17 2.18 - - - - - 11 SITE ELIMINATED N/A - - - - - - - - - - 12 -L- 908 +82 TO 909 +03 Roadway - - 0.01 - - - - - - 13 - Y2REV_LT- 34 +55 TO 36 +20 Roadway 0.27 - - - - 0.01 - 80 - - -Y2REV LT- 35 +03 Bank Stabilization - - - - - 10 14 -Y2REV LT- 29 +32 TO 29 +33 66" RCP - - - - - 0.01 0.01 25 10 - -Y2REV LT- 29 +33 Bank Stabilization - - - - - 10 15 -TT4- 54 +56 TO 58 +27 Roadway & 72" RCP 0.42 - - 0.08 - 0.06 0.01 440 40 16 -Y1- 39 +18 TO 40 +61 Roadway & 72" RCP 0.15 - - 0.05 17 SITE ELIMINATED N/A - - - - - - - - - - 18 -L- 49 +55 TO 53 +31 Roadway & 60" RCP 0.25 - - 0.07 0.02 135 - -L- 53 +08 Bank Stabilization - - - - - - - 20 - - - TT4DA- 43 +45 TO 56 +12 Roadway & 48" RCP 0.16 - - 0.05 - 0.02 0.01 133 11 - - TT4DA- 54 +75 Bank Stabilization - - - - - - - 10 - - 19 -L- 89 +00 TO 93 +35 Bridge - - - - 2.62 - - - - - 20 -RP1 C- 42 +50 TO 48 +50 Bridge - - - - 0.89 - - - - - TOTALS: 4.84 0.00 0.37 0.65 8.29 0.13 0.05 942 85 0 Notes: 1.Total for "Existing Channel Impacts - Permanent" includes 40' of Bank Stabilization at culvert outlets. 2. Site 4 includes 0.05 acres of "Total Take" 3. Site 8 includes 0.13 acres of "Total Take" 4. Site 13 includes 0.18 acres of "Total Take" 5. Permanent Wetland Impacts from bridge pier installation = 0.03 6. Temporary Wetland Impacts from work bridge pier installation = 0.02 7. All impacts at Sites 19 & 20 other than those associated with the Bridge Construction shown, were permitted under Project U- 2519DA. NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS CUMBERLAND COUNTY U- 2519CB Rev. 5/14/2014 SHEET 55 OF 55 10/8/2013 No. (From/To) Size /Type Wetlands (ac) Wetlands (ac) in Wetlands (ac) Clearing in Wetlands (ac) in Wetlands (ac) SW impacts (ac) SW impacts (ac) Impacts Permanent (ft) Impacts Temp. (ft) Stream Design (ft) 1 -L- 821 +59 TO 830 +76 Bridge - - - - 2.60 - 0.01 - 5 - 2 -TTi- 46 +10 TO 46 +73 48" CSP - - - - - 0.01 0.01 69 19 - -TT1- 46 +29 Bank Stabilization - - - - - - 10 - - 3 -L- 836 +61 TO 838 +07 Roadway & 42" RCP 0.33 - - 0.02 - - - - - - 4 -L- 838 +80 TO 841 +17 Roadway 0.10 - 0.07 0.02 - - - - 5 -L- 847 +36 TO 849 +22 Roadway & 36" RCP 0.62 - - 0.07 - - - - - - 6 -L- 852 +83 TO 853 +64 Roadway 0.11 - - 0.02 - - - - 7 -L- 855 +25 TO 855 +70 Roadway 0.07 - - 0.01 - - - - - - 8 -L- 859 +50 TO 861 +81 Roadway & 30" RCP 0.62 - - 0.04 - - - - 9 -L- 864 +39 TO 865 +64 Roadway & 54" RCP 0.27 - - 0.04 - - - - - - 10 -L- 889 +04 TO 902 +62 Roadway &Bridge 1.47 - 0.30 0.17 2.18 - - - - - 11 SITE ELIMINATED N/A - - - - - - - - - - 12 -L- 908 +82 TO 909 +03 Roadway - - 0.01 - - - - - - 13 - Y2REV_LT- 34 +55 TO 36 +20 Roadway 0.27 - - - - 0.01 - 80 - - -Y2REV LT- 35 +03 Bank Stabilization - - - - - 10 14 -Y2REV LT- 29 +32 TO 29 +33 66" RCP - - - - - 0.01 0.01 25 10 - -Y2REV LT- 29 +33 Bank Stabilization - - - - - 10 15 -TT4- 54 +56 TO 58 +27 Roadway & 72" RCP 0.42 - - 0.08 - 0.06 0.01 440 40 16 -Y1- 39 +18 TO 40 +61 Roadway & 72" RCP 0.15 - - 0.05 17 SITE ELIMINATED N/A - - - - - - - - - - 18 -L- 49 +55 TO 53 +31 Roadway & 60" RCP 0.25 - - 0.07 0.02 135 - -L- 53 +08 Bank Stabilization - - - - - - - 20 - - - TT4DA- 43 +45 TO 56 +12 Roadway & 48" RCP 0.16 - - 0.05 - 0.02 0.01 133 11 - - TT4DA- 54 +75 Bank Stabilization - - - - - - - 10 - - 19 -L- 89 +00 TO 93 +35 Bridge - - - - 2.62 - - - - - 20 -RP1 C- 42 +50 TO 48 +50 Bridge - - - - 0.89 - - - - - TOTALS: 4.84 0.00 0.37 0.65 8.29 0.13 0.05 942 85 0