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Home My WebLink About20050785 All Versions_Mitigation Bank Information_20100726Subject: Team Members: Draft Minutes from Interagency Permit Review Meeting on February 16, 2005 for R-2510A in Beaufort County Bill Biddlecome - USACE Nikki Thomson - NCDWQ Travis Wilson-NCWRC Gary Jordan-USFWS Chris Militscher-EPA Steve Sollod - DCM Participants: Marshall Clawson - NCDOT Hydraulics Galen Cail - NCDOT Hydraulics Herb Turner - KO and Associates, PC David Fuh - KO and Associates, PC Kevin Williams - KO and Associates, PC John Frye - Structures Design, NCDOT Chris Underwood - PD&EA ONE, NCDOT Brian Yamamoto - PD&EA, NCDOT Theresa Wyatt, NCDOT Administrator's office Kevin Williams (KW) - Overview of minimization of impacts to wetlands. Gary Jordan (GJ) - Need to check the summary sheet some impacts say "0.0" impacts, example see Sites 13 & 14 Chris Underwood (CU) - There is a potential mitigation site for this project Post meeting comment-Nikki Thomson (NT) - "DWQ will review and approve the proposed mitigation plan" Steve Sollod (SS) - Need to bury all replaced pipes 1' in CAMA counties Sheet 7 Buffers: NT - Need to review southeast quad treatment, permit said length provided vs said length required, 868 feet vs 460 feet. Kevin Williams (KW) - Yes, this seems incorrect. Should have enough treatment length through NT - Questioned why we have 6:1 in the wetland KW - Typical roadway cut section for clear recovery zone, back slope is 3:1 and all fill sections are a 3:1 Sheet 11 Site 7 wetland: (present) (present) (present) (present) (present) (present) KW - Total take Sheet 15 Buffers: NT - Check treatment provided for ditch It of Sta 162+00 125 feet vs 87 feet. KW - Looks to be incorrect, should be enough length for treatment, say 260' ***Wetlands in buffers, Need to break out wetland impacts. (subtract out of impacts) Buffer Site 5 NT - Need to label sill for the 2 barrel box Need to check rounding on summary sheets Need to send previous 4B minutes to COE along with 4C minutes Need to send Nikki a PDF file of buffer sites for better review Meeting Notes from 2/16/05 Hydraulic Design for R-2510A Gary Jordan - Section 7 issue? Sensitive Joint vegetation; a survey is needed. DOT plans to LET the project in Dec. of '06; DOT will do a survey Low gradient ditches in cut sections of wetland; 0.3-0.5% Steve - enlarge the pipe @ site 3/13? Marshall - Yes. Pipe will be bigger; new CAMA rules require all pipes to be buried 1 ft. or go with a larger pipe Site 4/14 - Pipe needs to be larger for above reason Also, there will be stream impacts; summary sheet is wrong Site 5/15 - double barrel culvert; 1 has sill; Marshall will provide a section of that showing the sill, etc. Bill - impact totals don't add up; Marshal - rounding errors that will be fixed Onsite mitigation: I made a comment that shooting for an E type stream was ambitious; try a C type stream as E streams are characterized by established vegetation for stable bank structure; if DOT builds an E stream without the stable bank veg, my fear is that the first storm, the stream will get blown out; also reminded DOT needed to provide geomorphological data for the stream relocation as part of the 401 WQC application dad 6&? -Ib b ? ilu C a 0 t o ? ? N O U Q o N T? N i r ?o AJ' A it IL's 5v ^ t 4 I?I?/f? INV. Y . _ 3 1 1 ? Greenville++ rL... 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A i:, . 43.1', tiJ '.^• r VICINITY MAP NORTH CAROLINA DEPARTMENT OF HIGHWAYS BEAUFORT COUNTY 34440.1.1(R-2510A) US 17 FROM SOUTH OF SR 1127 (POSSUM TRACK ROAD) TO SR 1149 (PRICE ROAD) NOT TO SCALE OATE:AUG-04 SHEET _ OF NOR°lClE-l[ CAROLINA 'BUFFER SITE MAP / o a p 9, 33 END creek PROJECT choco??n '?,1123 Il 1136 1140 ? ` \ 1156 4 \ 83 1155 17 115 n \ CO CD ? \. re 1136 Juniper I SK, a nc amp Fr erick 1139 1152 1151 152 152 1152 ?\ . 0a 1138 ? 1153 1154 134 \ BE I N _ 1168 1136 °cr PROJECT 1135 el l- p 17 G 0 ; 11371 1137 1127 1127 SITE NORTH CAROLINA DEPARTMENT OF HIGHWAYS BEAUFORT COUNTY 34440.1.1(R-2510A) US 17 FROM SOUTH OF SR 1127 (POSSUM TRACK F TO SR 1149 (PRICE ROAD) GLIS NOT TO SCALE DATE: AUG-04 SN ]BUFFER LEGEND --WLB WETLAND BOUNDARY PROPOSED BRIDGE WETLAND PROPOSED BOX CULVERT xxx ?i ALLOWABLE IMPACTS ZONEI PROPOSED PIPE CULVERT xxxxr 12'-48" (DASHED LINES DENOTE PIPES ALLOWABLE IMPACTS ZONE 2 EXISTING STRUC TURES) 54" PIPES & ABOVE MITIGABLE IMPACTS ZONE I SINGLE TREE ® MITIGABLE IMPACTS ZONE 2 WOODS LINE - BZ - RIPARIAN BUFFER ZONE - BZ1 RIPARIAN BUFFER ZONE 1 30 f t (9.2m) -BZ2- RIPARIAN BUFFER ZONE 2 20 ft (6.1m) o FLOW DIRECTION TB TOP OF BANK WE- - EDGE OF WATER _-? - PROP. LIMIT OF CUT - - F - PROP. LIMIT OF FILL -? PROP. RIGHT OF WAY - - NG - - NATURAL GROUND PL _ PROPERTY LINE -TDE- TEMP. DRAINAGE EASEMENT - POE- PERMANENT DRAINAGE EASEMENT -EAB- EXIST. ENDANGERED ANIMAL BOUNDARY -EPB- EXIST. ENDANGERED PLANT BOUNDARY --?---- WATER SURFACE x x x x x LIVE STAKES x x x BOULDER C Z? o Q ;M ?o 50 ?o N n ? V tl' CORE FIBER ROLLS DRAINAGE INLET ROOTWAD RIP RAP O ADJACENT PROPERTY OWNER OR PARCEL NUMBER IF AVAILABLE ? PREFORMED SCOUR HOLE (PSH) LEVEL SPREADER (LS) GRASS SWALE GLIS NORTH CAROLINA DEPARTMENT OF HIGHWAYS BEAUFORT COUNTY 34440.1.1(R-2510A) US 17 FROM SOUTH OF SR 1127 (POSSUM TRACK ROAD) TO SR 1149 (PRICE ROAD) NOT TO SCALE DATE: AUG-04 t SHEET I c a a L E 0 Ln N Qz ? Q c: E CC c 0 c o? ?c SUMMARY OF AFFECTED PROPERTY OWNERS BUFFER SITES TRACT NO. PROPERTY OWNER ADDRESS SITE NO. 8059 US HWY 17 S 12 TERRY D. ANDREWS CHOCOWINITY NC, 27817 I 3509 TRENT RD. 13 J.M. HILL, et ux NEW BERN NC, 28560 I 60 et ux MICHAEL MIZELL 6219 US HWY 17 S 2 , CH000WINITY NC, 27817 62 BOBBY GENE WEATHINGTON PO BOX 921 2 CHOCOWINITY NC, 27817 68 et ux ROY MITCHELL CLARK 7450 PITT ST. 3 , GRIMESLAND NC, 27837 71 BETSY ROSE HADDOCK 6025 US HWY 17 S 3 CHOCOWINITY NC, 27817 87 EDWARD A. BUCK, et ux ? . 4 95 CHARLES L. TOLER, JR. PO BOX 398 q CHOCOWINITY NC, 27817 97 5613 US HWY 17 S q SALLIE BLOUNT TOLER CHOCOWINITY NC, 27817 108 A. FRANK RESPESS 4918 US HWY 17 S 5 CHOCOWINITY NC, 27817 109 MARVIN J. HARRIS FAMILY TRUST PO BOX 1747 5 WASHINGTON NC, 2.78.89 107 JASON C. SHEPPARD PO BOX 1902 5 WASHINGTON NC, 27889 110 SCOTT ROBERT GATEMAN, et ux 4892 US HWY 17 S 5 CHOCOWINITY NC, 27817 118 RICHARD D. PEED, JR., et ux 410 TRANTERS CREEK DR. 6 WASHINGTON NC, 27889 NORTH CAROLINA DEPARTMENT OF HIGHWAYS BEAUFORT COUNTY 34440.1.1(R-2510A) US 17 FROM SOUTH OF SR 1127 (POSSUM TRACK ROAD) TO SR 1149 (PRICE ROAD) GLIS NOT TO SCALE DATE:AUG-04 SHEET - OF O N O Z LLJ Z LL, O " w 2 w LL U o Q O m d LLJ Z W 0- ? v ? r o rn c? _I _ M (o 1? N r in I? O t 0) co It ? t I- r ? O N co l M - U .? .-- r- N N O) F- L11 _1 O M 07 d; O 00 N N Q W N M CO 0 0 0 0 O N co t O) aO (O t h M M M N I- M o .- I-R LLI 00 °o rn rn o o M 2 2 O r O O M t to N MO O .? ? (0 N o o N Q 4 Q g ~O F- U J ? CO 0 Q N O ? 3: z O 0- (n J N F- Q o U r ° Q 0 CL N G o J -i U LLI J < a LL Q LL LLI ° co < U) 0 O X X X X X X 0 U 0 0 0 0 U') OM o + CO + O C t L (O r N (g (O ?2 LO N N O O O O O O O Q LO 1- O co O co O O O Lo O t + t t t + M r t M Ufl O W N N LL! W ?} n a a a U F. ? U U U U x ° a0 N (O M N N M _ (n N 0 L L Z L w N (M It LO CO I- cif O N See Sheet 1-A For Index of Sheets See Sheet 1-8 For Conventional Plan Suet Symbols 1, I 33 6 ` :r. I END t BEGIN PROJECT PROJECT ll log I 11 19 ---1 d / tr 0 / 12 33 91? AA\ VICINITY MAP 6lATL fTATY'R.- -...05 N0. '=I •C• R-2510A STATE OF NORTH CAROLINA 344401Nq pA?NM1 DR&RPIDN 34440.1.1 MAF-75-3 26 PE DIVISION OF HIGHWAYS BEA UFOR T COUNTY LOCATION. US 17 FROM SOUTH OF SR 1127 (POSSUM TRACK ROAD) TO SR 1149 (PRICE ROAD) TYPE OF WORK GRADING, PAVING, DRAINAGE, AND CULVERT R -2 51 O-A: BUFFER n9 M0 SITE - 1 ;"0 12 z 8 9 10 ?7 4 5_, r dl 0 m ~ V 0 n E v n a m N tL _- US 17 BERN N D ? w TO a C{ A > ZN x J °N a N 7 Y V Oo 4 F ? P 8EGIN TIP PROJECT R- 5104 N 5 a -L- POT STA10+00.00 I N BEGIN PARTIAL CONTROL ? 0 OF ACCESS -"j, SITE - 2 ON ?N A ? Ln ON 13 /4 0 SITE - 5 SITE MAP - SITE - 3 SITE - 4 - 16 FED , °J R. 2445 ANDW gTqY,44IT}' 18 NC G1B0 wood a3g5 175 U Z SITE - 6 = z 0 0W 19 u u 20 r? R?JHc0 11010 -L- fVl JI AC91 rODAA END PARTIAL CONTROL OF ACCESS NOTES: THIS IS A PARTIAL CONTROLLED-ACCESS PROJECT WITH ACCESS BEING LIMITED TO POINTS AS SHOWN ON THE PLANS. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD, 50 'rRAPHIC SCALES 25 0 50 100 DESIGN ADT 2006 = DATA 10200 VPD PROJECT LENGTH r" °fi" Of Carter-Burgess C.. a--nee In P'-1n91 naI .erlnO. ArcnHecNO e, Cone.... l., MOnoO... ne p-00 5erv1cee HYDRAULICS ENGINEER ADT 2026 = 17000 VPD .O, enx0 4venue, 2T 700 5.11G n... C-. S 1. 3 PLANS DHV = 12 % FOR THE NORTH' CAROLINA DEPARTMENT OF TRANSPORTATION LENGTH ROADWAY TIP PROJECT R 2 10m sTANDARD sPEc¢ICATIONS P.B. so 2s o 50 1oa D = 60 % - 510A = 4,387 Mi RIGHT OF WAY DATE: R. DONALD HURLBUT, PE ElcxArURE ROADWAY DESIGN ENGINEER T = 12 % • TOTAL LENGTH OF TIP PROJECT R-2510A 4.837 Mi DECEMBER 17.2004 ROADWAY GROUP MANAGER :OFILE (HORIZONTAL) V = 60 MPH LETTING DATE: CARL L. BUSH III. PE 10 - 0 10 20 DECEMBER 19, 2006 PROJECT DESIGN MVG1XRER ` 4 PROFILE (VERTICAL( TTST 7% DUAL 5% CATHY S. HOUSER, PE NCDOT CONTACT: P& DESIGN SERVICES PROJECT &1'GINRFR SIGNATURE: H w n. 21 ? w d t-1 e'' Q p c 0 U) L- US 17 O CHOCOWINITY T} m 0 `w X I (L a w VAP a DIVISION OF IIIGIIWAYS STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION 11 FEDERAL HIGHWAY ADMINISTRATIONI WEYERHAEUSER COMPANY GRASS SWALE DA 1.63 A. 02 2.7 cfs VZ 1.75 fps 010 7.8 cfs LEVEL SPREADER NOT USED VIO 1.91 fDS SWALE IS IN 2.5' OF CUT, ACQUIRED LENGTH 6163.5 70 'It It ACTUAL LENGTH CANNOT DAYLIGHT UNTIL S7+00, SLOPE 0.044 IT f t INSIDE OF ZONE I - O,D / SIDE SLOPES 4 GRASS SWALE DA 0,40 Ac 02 0.9 cfs V2 u9 tps GRASS SWALE 010 L3 cfs DA 0 13 Ac 1,30 N . 02 0,7 fa REOU RED LE GTH 40.2 It V2 0.90 fps ACTUAL LENGTH 250 It 010 0.9 cfs _ SLOPE 0.008 It / It VI0 0.98 fps - SIDE SLOPES 6 REQURED LENGTH 13.5 It ACTUAL LENGTH 84 It SLOPE 0.008 ft / It SIDE SLOPES 6 GRASS SWALE N DA 0 69 AO SPECIAL DH GRADE ISEE PROFILES) s N . 02 IS ofs V2 1.33 fDa SEE DITCH DETAIL 010 2.2 Ofs VIO 1.45 1DS REQUIRED LENGTH 68,9 It ACTUAL LENGTH 700 It - SLOPE 0.009 N / It SIDE SLOPES 8 17 ' , ?77 -7 W > > . > NOTE. ALL DRIVEWAY SEE SHEET 25 FOR -L- PROFILE PROJECT REFERENCE NO. SHEET NO. CONNECTIONS ARE 6" ABC SEE SHEET 2C FOR DITCH DETAILS R-2510A 7 UNLESS OTHERWISE NOTED ALL DRIVEWAYS ARE 12' WIDE WITH RNf SHEET NO. 10' RADII UNLESS OTHERWISE NOTED ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER NAB 3q5 2 PRELIMIN 00 NOT USE FO RY PLANS CONSTRUCTION INCOMPLE DO NOT U3E POfl E PLANS /W ACQUISITION Cartern-Burgess con t uoti- w - men?cl,d Rohr d S°a°' 56EUaOWoos A-0.5mto 30o RalelDfl. NwtN Coll- 27612 ®KO & ASSOCIATES, P.C. II Consulting Engineers ® 1011 SCHAUB DR., SUITE #202 GRASS SWALE RALEIGH, N.C.27606 LEVEL SPREADER NOT USED DA 2.44 A. SWALE IS IN 2.0' OF CUT, 02 4.0 cfa CANNOT DAYLIGHT UNTIL 57+50, y2 L94 fps INSIDE OF ZONE 1 010 5.7 ofs VIO 2.12 fpa REOUTAED LENGTH 244.3 ft GLIS WILLIAM C. HADD , at ux ACTUAL LENGTH 1330 It SLOPE 0.042 It / It SIDE SLOPES 4 SPECIAL. DITCH GRADE (SEE PROFILES) SPECIAL DITCH GRADE SEE DITCH DETAIL C GRASS SWALE LES) PROF (SEE 1 10 lF OF CHANNEL DA 02 0.19 0.4 .4 Ac cfa / I TCH DETAIL C SEE DITCH D N EL1ENT5 V2 0.114 fps SPECIAL DITCH GPAD EST CU EST CU YD DDE 010 0.6 cfs ? (SEE , L SEE INLET DETAIL V10 0.91 {ps REQUIRED LE H 18,6 It SEE DITCH DLTAJL D ACTUAL LEN 116 It SLOPE SIDE SLOPES 0,005 tr / tr 6 _ GRASS SWALE ILROA DA 1.29 A. RE TILE 02 2.8 cfs V2 0.14 fps °-_ °-° ----?- 010 4.0 cfs ,.. VIO 0.80 fpe REQUIRED LENGTH 128,6 It '-" _ ..ACTUAL LENGTH 120 It SLOPE 0.005 It / It SLOPES 6 SIDE -_ ____-__ H _ Al, Jr L5'ngA-F - -1- W y I. REM REM RFADP EIP ..REM .. / I W j 4. C == 24? ,i - - n C rn m i w m a m N N N -- -- C? -- -------------------- ------- R-----N -------- DRAWDOWN LIMITS / . • In\ I_ \ V r 59HCOL0 ? •N CLASS TONSIP RAP 55+00 r- -,-- -•? \ 1 /10..00 105DO EST 7 s ro FF - . 108DO. 1 f' CLASS 'O' RIP RAP d? EST 2 TONS 2 'BASE DITCH Bsa v 1 EST 7 SQ YD FF EST N YD DDE p SEE DITCH DETAIL J \ SPECIAL DITCH GRADE f • 2'BASE DITCH s EST CU YD DOE m CLASS 'G' RIP RAP ,? Ss0 (SEE PROFILES, m SEE DITCH DETAIL 1 EST 2 TONS 2' BASE DITCH Ie, EST DITCH DETAIL B IS 1 SO YD FF EST N YD. DOE L . ak - O 1 SEE DITCH, OEDUI 1 , > 581'18'ZI•w CLASS 'B' RIP RAP J. M. HILL, at ux 50? IF I - I 8.00' EST 2 TONS .? - EIP ... J '4LILPROV 1:-CHA .NEE EST 7 SO YD FF 1f m O GRASS SWALE LEV SPREADER NOT USED W CL'I P, RAF DA 8.68 Ao SWAL IS IN 4.0' OF CUT. & FILTER FABRIC 12 GRASS SWALE PRANK R 02 19.2 cfs CANNO DAYLIGHT UNTIL EST TONS DA 4.60 Ac . KLINGENSMITH? V2 2.28 fps CHANNE ,INSIDE OF ZONE i EST SQ YU. FF 02 9,5 cfs 010 20,1 cfs - E5i CU YD DDE TEARY D. ANDREWS, of u7L° ? VZ 2.09 fpa VIO 2.49 fps SEE OUTLET DETAL F 010 12.0 fs REQUIRED LENGTH 868.0 It VIO 2.28 fps _ -` -1I ACTUAL LENGTH 460 it n REQUIRED LENGTH 46D.7 It 5 4522 6'W ACTUAL LENGTH 610 It SLOPE SLOE SLOPES 4 0.019 It it 18.50 SLOPE 0.024 It / It - 1 I S08'38'I8'W SIDE SLOPES 4 1 263.70' 25 0 50 '------ II LEVEL SPREADER NOT USED blcmiwi? I L ^ ? SWALE IS IN 3.0' OF CUT. SCALE, r = 100' JO DOUGLAS o CANNOT DAYLIGHT UNTIL 57+50. SR.,et al SITE 1 INSIDE OF ZONE I 1 ? p STA.57+50 BUFFER SITE I I EGENfI -BZ 1- RIPARIAN BUFFER - ZONE I PLAN VIEW -BZ 2- RIPARIAN BUFFER - ZONE 2 MITIGABLE IMPACTS ZONE I ® MITIGABLE IMPACTS ZONE 2 GRASS SWALE DA 0.27 Ac 02 0.6 cfs V2 1.16 fps c{e 010 0.8 VIO 1'26 fps 8EGUIRED LENGTH 26.5 ft ACTUAL LENGTH 165 ft SLOPE 0.016 ft / ft SIDE SLOPES 4 GRASS SWALE DA 0.51 Ac 02 0.9 cfs V2 1,00 f ps fs 010 1.7 O REQUIRED 609 f e LENGTH ft CT ACTUAL AL LENGTH 44 ft 0 0 SLOPE SIDE SLOPES 0.005 ft / }t 6 6 C G U N 4 i m m N R y ai NN Op Oi :a SEE SHEET 29 FOR -L- PROFILE PROJECT REFERENCE NO. SHEET NO. SEE SHEET 34 FOR -Y5- PROFILE R-2510A 15 SEE SHEET 2C FOR DITCH DETAILS RR+ SHEET NO. JOHN M. ELLIOTT 512 p258A EP SEE SHEET- 2E FOR INTERSECTION DETAILS I RO0.0WA DESIGN HYDRAULICS / qq5 ? A"L'L DRME AY ARE 12. WIDE WITH ENGNEER ENGINEER -YS- POT S7a.11+55,09 / (v RADII UNLEVSS OTHERWISE NOTED BEG PRELIMIN RY PLANS CON57 HUG TION DO NOT USB FO CONSTRUCTION 8 -Y5- POT $!(7.13+00.00 / S?JJ e ?5 IDNo N T MP OR E Pa 'INS (1W AC SITION EIP OME TO EXISTING) / ra163 6 j?p 0 9, EIP ?? 11 LINDA B. EDWARDS, at vlr +L9 x?, .Nei/o v? }D • ?' p +55,09 4 JDE 2' ?? O W p. -P S BS9'94.56 'S2'W / Carter!-Burgess 4s 57 EX R/W / " x}49 P ICELEEN W. WHITFIFID SWALE . _ O 503'48159-E EIP EIP S C-tt-tlonInMPIo-.O-Ieme'nt'aIne It t Ad SI.a °' GRASS 59A OlenvaoW Avarua, 5uka SOO DA 0.88 Ac 13+GO.W 50dE/ 20.15' N1258'I'E BENNE HERMAN $TARKIE JRa Bt 01 RdelOhNor}h GOroNnO 21612 02 11 Is 3000 1 0 02 L5 Of. 7+COfX1 W2 L96 6 fps 50.00 KO & ASSOCIATES P.C. VIO L9pe REQUIRED LEfNGTH 88.1 ft UVV ti • ACTUAL LENGTH 157 ft ,?/ V ('Y 04 `1 ytiA6ry? U7 SLOPE 0.017 ft / ft Consulting Engineers I\ SIDE SLOPES 3 G ®1011 SCHAUB DR,CSUIIE #202 O RALEIGH, N.. 27606 P EIP ' CABBIE M. TURNER. of vir WILLIAM L 6678'3I'E SPECIAL DITCH GRADE HuLSLAFPER et. N 513.16' 3+'7000 .1 y \ NOTE. ALL DRIVEWAY (SE CHARLES $PocHT, at.ux 4249 SEE DITCH DETAIL C .5! 1'P :. ._ GRASS SWALE } 29 UNLESS OTHERWISE NOTED DA 0.25 AC E? _ 515!5 O m 02 0.6 cta BOYD JR., 9i UX 171 ?. GRASS SWALE BETTE A. STARKIE V2 L16 {pas \ 1 GRASS SWALE DANNY SMITH e, 010 0.8 Z c f V10 1.26 fps \ \' CRASS SWALE 59156' S'E p2 o,6 i Ac fa J 73 GRASS SWALE REQUIRED LENGTH 24.9 ft \ DA 0.22 Ac DA 1.25 Ac y GRASS SWALE O 1 OA 59.90 AC 2'BA CU E DITCH ACTUAL LENGTH 155 ft 02 0.5 cfs 02 LS cfs Z 1.43 fps r 010 0.8 cfs DA .IB A. >o EST YD DDE \ Y2 1.07 fps .,nU 02 5.0 cfs SLOPE 0,003 ft / ft V EI Y 010 0.7 cfs VZ 421 fDs VIO L55 fps 02 O0.4 cfa HARRIET CHAPMAN - GLIS N°L V2 1.65 fps SEf D CH DETAIL AIL J SIDE SLOPES 9 VIO 1,17 f7s 010 2.2 cfs REQUIRED LENGTH 46.8 ft 'T0 "' V2 0.77 fps 32 m y, 010 9.0 cfs \ ''i \ REQUIRED LENGTH 21.7 f} 410 4 fDs ACTUAL LENGTH 163 ft 010 0.6 fs ', VIO 1.93 fDs - REQUIRED LENC N 125.4 f SLOPE 0.017 ft / H VIO 0.04 fps S. s REQUIRED LENGTH N/A ft SPEC L DITCH GRADE SPECIAL DITCH GPADE \ \ ACTUAL LENGTH DS ft ACTUAL LEND 07 SIDE SLOPES 6 REOUTAED LEN 18.5 {i N ACTUAL LENGTH 443 ft ISEE OFIlFS) (SEE PROFILES, SLOPE 0,009. ft / ft SLOPE 0.070 T / ft a SLOPE O.OZO ft / {t SEE ITCH DETML C SEE DITCH DETAIL C SIDE SLOPES 6 SPECIAL DITCH G E SIDE SLOPES 6 ACTUAL LENCT RS t r' SIDE SLOPES 3 SEE PROFILES) SP AL DITCH GRADE 164+72,07 SLOPE 0.004 ft / ft E R E SLOPES 6 prp DITCH. DETAIL ( D FILES) C 510 ?I Q 2' E DITCH SPECIAL DITCH GRADE 'A !b E RCH DETAJ L EST U YD DDE (SEE PROFILES) •)5+J +501U 157+ASLtl SEE DITCH DETAIL 1. (SE,DRCH ,DETAI p}? 60 162 LO E RMY 15'101.45 !\ SPECIAL DITCH GRADE 56 r _ ..I?'' f55+57 157+20,00 EX R/W 1 \ (SEE PROFILES) 10 1 `07 95DO E-?E 164+IeL0 SEE DITCH DETAIL D 167+50 'q+ U rss+94w ) EIP --- _ ,OB. W' E E - L (71.44 - GIK - E- E 5 <~ 0 _ E-- ---E E E_ I -41 E E DP G EIP ? .. I ICI <- T \ El? .. ..:. REM ' --- ml PvfYY*' -= -77 e SKI n9 ?veme.m ? 1 - - --- -. :A. 15 < <._. ?1 : i REM i I v' EIP - 0.EM? EIP m EIP AV?JJV411TJJJ ..:- 10 10 . 15. 'IB 1' 15. ?. ,, 1 C - - /00.00 ________ ______ 15 5,1(- b:l TTT I / I R . R _ >m t L SPREADER 6+' 160NlAO A i ROO ,. 4 LONG„ 161 ?.00 SPECIAL DRCH GRAD m BILLY RAY BEA$LEY _ GRASS sWALE T 1 ?' ' )SEE PROFlLES) .1IEYEL9' LONG SPREADER V? ,? \ BZ 1 1 - DA 0.41 Ac SPE AL D H RACE SEE DITCH DETAIL B - - ' 02 0.8 cfs SPECIAL DITCH: GRADE - (SEE FILE z of DOB GENE INGTON; SPECIAL DITCH GRADE 159+4,00 W V2 1.01 fDs SEE DI 0 L N56 a PROFILES) 19.00 VID 1.10 fps SEE DRCHPROFILES DETAIL D . , 0y 9jf SEE H DETAIL B REQUIRED LENGTH 91.} ft C q 1 +?• 72 I x m ,? t. S' : , m •.:- ACTUAL LENGTH 110 ft _ JI 1TE J ti )-O V - F? m SLOPE 0.030 ft / ft 5 ?Bd\ ':I .. 1 : DILLY J. HADDOCK. vl SIDE SLOPES 6 N S LEVEL SPREADER NOT USED 6 e} UX r,. F- 7 +35 0 m 1/,ma9' m ; 461,(7,47E SWALE IS IN2.0' F CUT. i.._.,ti• 1 - ?LEVEL SPREADER NOT USED g Ii CCANNOT DAYLIGHT UNTIL HANNEL. INSIDE OF ZONE I L? 71 O 60 ?OiJ JpW N ''O CANNOTSDAIN 0 CUT. 0 YLIGNT UNTL i 69 1 _M BET K I, \ CHANNEL, INSIDE OF ZONE I \ N30'SI'34 E BETSY ADSE HADDOC ? 57107 I6'Y GRASS SWALE EB' 55 1 ?\ \ MICHAEL MQELL, of u DA 024 A FRANCES TETTERTON c J77J 7a _ ROY LlTCNr-L RX.O't ux 99.95 P -p0,7Y'r_ 1 A V2 M .6 f{a ,pH?rm 7 I- GRASS SWALE \ SITE O 00 0.8 cfs. ,ym p' J G L VIO 1.26 fps '.? N$ ! 020.3 DA WE 6 A. cfs REQUIRED LENGTH 24.1 ft 757 4 _ F E R SITE'S 2 & 3 V2 1.44 fps STA. 155+50 ACTUAL LENGTH 100 ft 9gi' S7. f Oro 0.4 cfs 1 SLOPE 0.011 {t / ft hq b1 1 VIO LIT fps ` '....! y 56 06'71 E\ B' .. 5 T SIDE SLOPE, 6 LENGTH 16J ft i h ro ACTUEL (ENGTH 0.190 028 ft EN S1 SLOP ft PLAN VIEW 57918'25'! 'DP " rv "5?4.,ygq"A \,eiz16W _ SIDE SLOPES 6 25 50 R 6 6420' 5J2RB'27'W 9606 _ a 20156' 67,58 -. ? " . t m D, "SCALE, i = 100' H RONALD LEE FUSS qa m _ . -. N DP&_ -;i SWALE S32'28'21'W m DA 251,67 02 vz 00 v10 RE,:'.. 34.4 ft WILLIAM R. COWARD, of ux I si - -, 003 f t / ft DOT EM T t%yy? J us v N5 PO. 1514 I6b79 s 15.15' ???9Av 57270'47'! ' 87.60' --'K` LEGEN -az t- RIPARIAN BUFFER - ZONE I -BZ 2- RIPARIAN BUFFER - ZONE 2 MITIGABLE IMPACTS ZONE I MITIGABLE IMPACTS ZONE 2 E , N?. 1 u; O £ DALTON RAY BUCK, et ux i 1 C 9 d 19 a m LO tt NOTE. ALL DRIVEWAY CONNECTIONS ARE 6 ABC UNLESS OTHERWISE NOTED SEE SHEET 30 FOR -L- PROFILE SEE SHEET' 2C FOR DITCH DETAILS ALL DRIVEWAYS ARE 12' WIDE WITH IV RADII UNLESS OTHERWISE NOTED C" O Q Carter:-.Burgess PROTECT REFERENCE N0. SHEET NO. R-2510A 17 Consultant- In Nonni- Erolnearlno. Ar.hI ..ture. WV1 SHEET NO. Construction Manacem.. t ,,I gelatea S.-I... 551IGl--a Awns. Suit. 300 ROADWAY DESIGN HYDRAULICS gclelOh. North Corollno 276@ ENGINEER ENGINEER KO & ASSOCIATES, P.C. PRELIMINARY PLANS Consulting Engineers 1011 SCHAUE DR., SUITE #202 RALEIGH, N.C. 27606 GLIS N30 49 U 202.04' N O ERR 1 TERRY L. DUCK o' P1?4 I ; Im ... .. __._ -.. .,. . .. _ .. :.,,:-. .., J04640'W N3046E '. .NJ0g46/bE-- .; ..,.'.` 997 GRASS SWALE 1 \ I E 3723' Nll'J2 2 J4'E OA 4.10 Ac N3172'74'E ' 527 ff6 fIP' 757.03'1- 10500 ,26' 79 OR) 7.1 0fs S I ' EIP?L N30'99'19E `EIP 5033 6,491 JAMES ARLEY BUCK, et 1X O ...•. VIO L39 fps o REQUIRED LENGTH 410.4 ft ACTUAL LENGTH 715 ft m 1 NARK WAYNE OSNOE O -wLe- W SLOPE 0.010 fit ft EB- £ A 96 SIDE SLOPES 3 rm GRASS SWALE BARBARA HARDY BARR 1 -wLB. - _. JOHN W. RICE, `-. JOYCE D. BRIGHT ERVIN RAY AANOI D, e t lx m DA 2.37 Ac Y m .. 02 2 ' 9 f N3049Y9'E ' at ux . .. GRASS SWALE ( y . c s VZ 1.49 fps 10 9cz fps \ YO Y y vio REQUIRED LENGTH 23 I 1 ?' 50.00 r -wL6- -wLe? - 1 A 0.51 Ac -? : 02 01.1 . cfs SWALE Vz Ilo tva GRASS DA 0.46 Ac - 010 1,6 cfs LO w VIO 1.20 t s 02 cfs C3 REQUIRED LENGTH 50 9 f 7.2 ft / ACTUAL LE / A NGTH 703 ft _I I d , tt FRNA LEE COOKE at y --? ?, 0.023 ft L SDEPSLOPES 3 GRASS SWALE i 1 1 / -o 0 DA 0.67 A. `? t { 0 5 / r is J .. o _• s H N > . VZ LI4 ips > 010 1.4- cfa - " N ACTUAL LENGTH 317 f u cfs 2 1. t V2 1.02 fps a?9 - I .- NAT z ,. O m SLOPE 0006 f ip / 1,25 SIDE SLOPES 6' REOUTAO LENGTH 45.8 ft A[TUAL LENGTH 205 It • . _ t / ft : y _ 010 2.1 cfs SPECIAL:OITC GWNE VNI TAO tps Y G 6 7.2 ft Lp : ISEE PROFILES) j - N -W 1- r j CTU m ' F'• B ? CAR . - D F. --j 1 F.^7 0 ?- J NGeAS at OPE DOOi ft / ft - SL SIDE SLOPES 6* 184+5 1 , A AL LENGTH C SEE DITCH D TL C --. - A --.1 SLOPE TH 0.004 ft / ft ft 0.00 0 : i . 96A0 , x I86 +SOD9., .y 8/+40.00 510E SLOPES 6 0' 91A0 7L'?^ 181+50,00 100 D /- ', 1031X1 9. 4 189i00 95-DO B9 1 L E E E E C `: ;,. IP DRIVE - ASPH ' E E REM DP ONC HW •EIP ... EIP E '•"E GE-'^EP-'?'? EIP • - ':?.---- 15 -•-_- ?_ E - - E --EIP - - . . „ 5 ,. 5 '- .. , EA ' FM . . 5 6CONC DRIVE 15' es s 5 - -- EIP• 15, , ./ L 1 U ........ ..- -. REM REM, : i:'.4. 0 15. 15' is, 2GID N 30'53'105'E -L- ." REM 4 -2GIIT - 1 1EYEL SPREADER 72 LONG 51 1 1 15' < J ---- ---- z - - *r` 0 18m a0j 3-' 19 1 ti - -- ---- R -. '-- 1851. L. O ? GRASS SWALE \ /! DA 1.03 Ac c - --'- - R --- 193+50,00 -- -- 116DO SPECIAL DITCH GRADE 95 EST TONSIP RAP V1, 1.9 of. 2 0,3 fDS O 1861fXAG0 0 EST 14 Sq YD FP 10 2 f 75 GRADE SPEC L (SEE ODFIlFS? C (SEE PROFILES) SEE DITCH DETAIL B V" 183+ 19 00 ,; o a . ! W00 VIO 0.50 fps 164191.00 AEOUIII LENGTH 103.3 ft GUY HARDING LOLLIS SEE DIT H DETAIL 0 _,( /p . . _ i Sl ACTUAL LENGTH 900 ft 10521 SLOPE 0 003 ft / ft 1 _ 6 ? . SALLIE BLOUNT TOLER ; SIDE SLOPES 6 EDWARD A. BUCK.a Ux ?I 4 DP GRASS SWALE L1 ARL TOLER, JR. 4' BASE TAIL DITCH - 50 LF ® 0.98% GRADE ) LEVEL SPREADER NOT USED EST 10 CY DDE SHALE IS W 2S' OF CUT, SEE DITCH DEVIL A CANNOT DAYLIGHT UNTIL CHANNEL , INSIDE OF ZONE I \ - 0A 034 Ac DB - PC 680 V SPECIAL DITCH GRADE "- - -- -- SEE PROFILES - -? 2 0.90 fps ( ) - 7' 1 0 10 0.9 cfs .98 REQUIRED LENGTH 33.9 {t ACTUAL LENGTH 95 ft A ,. SLOPE 0 0.005 It / ft d SIDE SLOPES. 6 EE DITCH DETAILS •,' 1 - "? SITE 4 STA. 185+82 ,lh hryh ?h BUFFER SITE 4 PLAN VIEW DO NOT USE FO CONSTAVC'PION INCOMPLE E PLANS 00 NOT USE FOR /W ACOUSRION SCALE. I' = roD' Q 25 0 50 Li 41 Z n n d n J I Z fi J LEGEND -ez 1- RIPARIAN BUFFER -ZONE I -BZ z- RIPARIAN DUFFER - ZONE 2 ABTICABLE IMPACTS ZONE I ® NITICABLE IMPACTS ZONE 2 o' GRASS SWALE DA 0.64 A. 02 1.4 cfs V2 0.78 fps 010 2,0 ofs VIO 0.85 fps REQUIRED LENGTH 64.3 ft ACTUAL LENGTH 400 ft - SLOPE SIDE SLOPES 0.009 ft / ft 5 C m TJ m N N 4 m a e N N rc Y ?l a? aU0 a.. N' 10 I Burgess PROJECT REFERENCE NO. SHEET NO, EP NOTE: All DRIVEWAY SEE SHEET 31 FOR -L- PROFILE Carter-eR-2510A 20 NSD CONNECTIONS ARE 6' A8C SEE SHEET 35 FOR -DET2- PROF) C -ulmma 1, Plvnn7no, Pnclnearlnv, A-hit-tu- - - UNLESS OTHERWISE NOTED SEE SHEET 2C FOR DITCH DETAILS Con.truotlon M,---t -d RMOted S.-I... RW SHEET NO. ALL DRIVEWAYS ARE 12' WIDE WITH 5e9cl.nW Avsnu..6uv 300 ROhENGIN DR5IGN HFNG NEERS 'D?;? Rablph. North Cvrollnv 2i6¢ 10'RADII UNLESS OTHERWISE NOTED KO & ASSOCIATES, P.C. Consulting Engineers DO NOT V56 PO CONSTRUCTION 1011 SCHAUB DR, SUITE #202 0 RALEIGH, N.C. 27606 INC®MPLE E PLANS 's R EIS,;,: NI679'21'E NI6'79'2I'E 239.96' 251.22' 11 c °s I LOIS ANN GRAY O'NfAL JIMMY EARL HAWKINS,et ux MARK GLIS I I I I. d , N I o a ? L.._? yq5 % ' i J _ 16'S3'2S 4, E N1670'S5'E .,, M630'36'E 279.91'. M6'70'36 E 260.00' NIG -E 283.55' T P HB 100.°0' T FIP +100 100 EIP EIP 51972 59'E 6 ?6 - .21 ' '- 100.07 99.62' 148.17' NIS72'29'E EIP. . ID 42 325.55' ; . 05° "191.15 " .. A I _. 1408 'WE L; 6655 -1-...i z N3s29•oz'E w :: I I FNGLEWOOD G FELTON 31.91' TERRY T. PATRICK A. FRANK In IIr - n ff t? AESPESS GRASS SWALEGRASS SWALE N - D_ D f.'.. ?5 I, I _;A __ _ -.?I• 0 DA 0.79 A. DA 0.56 A. 02 U cfa 02 1.2 cfs _ 112 113 G _ ° VZ 116, cfs M, V2 0.75 fDa 010 1.8 cfs STEVEN 010 o Ivl D GRASS SWALE V10 Leo f a wo 0.82 fps t AEDUU ED LENGTH 78.7 ft REQUIRED LENGTH 56.2. ft 1f1 A - D ^- 114 r MARVIN J HARMS FAMILY TRUST DA 495 Ac ° ACTUAL LENGTH 510 ft ACTUAL LENGTH 350 ft C J I r K i 02 2.8 cfa SLOPE 0.026 it / ft SLOPE 0.008 ft / ft V' rSSdii r D ; 010 40 cfe o M SIDE SLOPES 5 " SIDE SLOPES 4 a i' A 115 O - Z,C VIO 455 fps 1 N16'30'36'E 1 µ (? J l -"'1`?/ j""•-•-? i 116 u 5 REQUIRED LENGTH 199.8 ft \ 3.66' 'ON, - G - w :- = E ACTUAL LENGTH 1000 ft !6, 9 o SLOPE 0.032 ft / ft 2 +7 /)2$3 + ,?--.,•?•-D _ Z SIDE SLOPES 6 \ ' E /yy c7 ?» v / - Z32+9314 0 N' rl o a ` 2 6+501.9 m f IfX RIW) N ? MAR J. HARRIS lEVPREADER L9 * ''r a 232+7289 rn 21 FAMIL TRIIS? 22 +7285 / + x 15700 ) LEVEL SPREADER NOT USED 'LON EI SG f REQUIRED LENGTH OF 51 FEET 2 C WOULD REQUIRE HOUSE TO ISPrK ITCH E \ ae d 60 LF OF CH NEL CLASS '0' RIP EST BE TAKEN w,(SEE PRO LES) s N IMPROVEMENTS E ST 7 SANS FF X C 232+9316 a . vi0i' SEE DRCH DEUI C Q +g8 EST CU YD D E SPECIAL DITCH GRADE , 232+3289- '`0 EE OUHET DET IL G SCIAL 2 6+50!10 E SEEE DRCH DETAIL,C $?S P. PECIAL DITCH GRADE] IOfXI a '000 I _ R?14'1 '? _.` l 223+9 224+90 IsEE P0. I _ EE; pROFIIES( 232 (EX +?. + I 120.69 120.)7 SEE 3863@11 C+328/ g SEE DRCH DETAJCC EX R/W 222 - pT 91.07 11 I 4+80 1000 6a EX R/W I F 231+5000 'e0 a +1om R I ? 4 E Q &5DO W C E E --- ?'/ DP EIP _ -E DP E EP E. DP E --- EIP EP EI' _E Z EIP 15.., 5-? 18 TB.,'. 1818 ?yB? DPE y AFM' T, MH ? ?l REM` ?s _1 REM REM ....... H/w --- w _ B o y 'REM 261(0) G1ID) N 16'J3'02TE -L- GI(B) 5. I ?y0 w > ' - . C mF ? 221+50 a7 w _ I 224+2.` CUSS '0' RIP RAP EST 2 TONS _ ?.v? 2260 I 10751 EST 7 SQ YD FF PREF FRED ', . 224 BC R HOLE . SE DETAJL I ?C ro7 ,, ? JASON S E TERRY T PATRICK GRASS SWALE DA 0,49 Ac Ps957.09'E - 02 0.9 cfa V2 L0q fDa 25 q,1q •?'?? 0 cfe 1 0 l3 . '" V I0 2.01 fDa REQUIRED LENGTH ACTUAL LENGTH 49.4 ft 180 ft PECIAL DITCH GRADE SLOPE 0,025 ft / ft )SEE PROFILES) 510E SLOPES 6 SEE DITCH DETAIL B -Bz I- RIPARIAN BUUFFER - ZONE 1 -B2 2- RIPARIAN BUFFER - ZONE 2 MITICABLE IMPACTS ZONE I ® MITIBABLE IMPACTS ZONE 2 SITE 5 2618 .: _,? `2GI+B) ?V 1533' 0? _ ? ETat 8'. 7 RCBC \ '8P. 29 FAD. TO FR ?. Z ------- --- --? - _? Y?F 1 ` -'f'---_-- - - - N ?- - R; -- -------------- ---------- F ?0 m R > . s C - ?? W + ? +33m GRASS SWALE [6 . I 233 ! 0 /00.x1 PDE 1 ' 1 'W 02 02 0.4 A. SPECIAL DITCH GRADE `L' i4C 23J+84.00 :.112M 'V2 0.39 fpa (SEE PROFILES) W 010 0.6 Of. SEE DITCH DETAIL D Ri SP.ECUL DITCH GRADE 20,(?? C234+3&X VIO 010 042 fps 1\°. ISEE.I?OFILES) 234+ M ? m I?SPREADER REQUIRED LENGTH 17.7 ft / IL,y SEE DITCH D L D lW.:.b IOBJI I :. 3 1 'LONG SPECIAL DITCH GRADE ACTUAL LENGTH BO It II 2L 1. i / : 2J4+36L0 )SEE PROFILES) SLOPE 0001 ft / ft 9 LASS'S' RIP RAP I IN 1 5 L OF CHANNEL SEE DITCH DETAIL B SIDE SLOPES 4 110 `?, R M I RO NIL ES?f 5 S ?1'D FF AV%ENTS z ili I' fABRR c SCOTT R08ERTaGATEMAN, et ux _y_ g _y Y_ /,. sr Tos GRASS SWALE p PREFORMED I E5Q?YD FF OA 0.98 A. / O` SCOUR DETAIL II ES7SSTT CU* YD DDE 02 0.9 cfa N N78'P ' 'W 0 U1?ET DETAIL H V2 L26 fps y N /9 - 010 L3 ofa VID L38 fpa SPECIAL DITCH GRADE ^ REQUIRED LENGTH 48.2 ft (SEE PROFILES) ACTUAL LENGTH 120 ft SEE DITCH DETAIL B e SLOPE 0.009 ft / ft 510E SLOPES 6 I ?. N 51378'57'00 i 4Ba4 s9J N 2? =-' BUFFER 1 SITE 5 titi6;>k ?6?6 I I V SCALE: I'= 00' eW m S81 20 -W 3,`3 -DET2- = P L A N VIEW 7.. 66597'10'00 28,64? A 21'87 PI SIa 13+0078 PI SIa 11+68,80 s` ° s2e?,. ?= 8'3?5?''43T(LT) 0= 8'35'43T(RT) S21F D = 4* 46 2ST D = T 4628r L = 180.02' L = 180.02' S22' • S737416'w T 9018 = T 9018 ^ s9 W 7356' s R = 1.200DO' R = 1,200DO' N1728 2A'E ' p 5j B.BI' SO}.56'18' ?J. SE = DB SE ° 08 ' N29'06'20"X INC = 0' INC = 21' PRELIMIN RY PLANS Da NOT use FOR /v Ac°ulslnoN N r, k C 01 N 4 i m m N N EIP Y y > ?r N£ / I / _µl6J / I ? -?' JEIP / 1 ? r r r l ' a oU 1 f rl ? , t ? I 134.83' ;;:EIP 0 I' I? m ? 1 m ' JoHNOvLOR ;l END TIP PROJECT -L- jP01 END PARTIAL CONT ?r I o ? N SPECIAL DITCH GRADE .? \Y ALICE ANN W. HDRST )SEE PROFILES) ( 3 . SEE DITCH DETAIL C 1 2417+78.00 WLS? r EX RAY I 24 RAY 235+50DO PoS1,V - 236+60.00 240+OOLV ?7 E E ?%m E E -E 0 E E E G q W _.?.... PK NAR F 0 !J1 I 57, 9D, E -c7- - < UEVEL READER NDi USED S PECIAL DITCH GRADE [ UND SLOPE OF (SEE PROFILES) S7EEP SEE DITCH DETAILB u n ) !a 7 m U v Na" CIAL DITCH GRADE 9121 L RICHARD D. PEED, JR., at LDL 239+35.94 L E PROFI LES) DITCH DETAIL B JIB IGbDO d / i N -DET2- I PI SYa 1310078 PI Sta 17+88,80 1 / m A= 8'35 43T (LT) 0= 8'35' 43T (RT) ' D = f 4628T D = 446 287' ' L = 180,02' L = 180,02' T = 9OJ8' T = 9OJ8' 1 / R = 1,200,00' R = G200W I ' SE = 08 SE = 06 NC = 27' INC = 2T J a -WLD- SEE SHEET 32 FOR -L- PROFILE PROJECT REFERENCE NO. SHEET NO. SEE SHEET 35 FOR -DEF2- PROFILE R-2510A 21 SEE SHEET 2C FOR D1FCH DETAILS &W SHEET NO. ALL DRIVEWAYS ARE 12' WIDE WITH ROADWAY DESIGN HYDRAUUCS 10'RAD11UNLESS OTHERWISE NOTED ENGINEER ENGINEER yq5 NP° I GLIS Cone ITOnte In Plwnlnq. Fngln-Inq. A-hit-tu- Cone}Tyetlon NanagemenT qn0 RalOted Se-IOee 581Ge,w00q A11-.S1,7} 300 R01eIgh N-th COrot- 2T61Z ?KO & ASSOCIATES, P.C. Consulting Engineers o £ ® 1011 SCHAUB DR, SUITE #202 RALEIGH, N.C. 21606 NOTE. ALL DRIVEWAY CONNECTIONS ARE 6' ABC UNLESS OTHERWISE NOTED '510 OF ACCESS E1181 R- 4 N -- EIP - E-T Are OF W W. BERNARD WINFIELD - R 16086 BUFFER SITE 6 TE 6 $Z. 241+50 PLAN VIEW GRASS SWALE DA 0.64 Ac 02 0.6 cf. V2 1.17 iDs VIO 1.28 fpfe REOUIRED LENGTH 42.S ft ACTUAL LENGTH 170 ft SLOPE 0.034 ft / ft SIDE SLOPES 4 e'er ? ? ? ?0 ? Y ( PRELIMIN RY PLAN S DO NOT VSE PO CONSTRUCTION INCOMPLE E PLANS DO NOT USE POR /W ACOVISITION Carter: Burgess 25 0 50 SCAL? LFG.EN,Q -BZ I- RIPARIAN BUFFER -ZONE I -BZ 2- RIPARIAN BUFFER -ZONE 2 MITICABLE IMPACTS ZONE I ®MITIDABLE IMPACTS ZONE 2 eµ AAIII STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION MICHAEL F. EASLEY GOVERNOR Mr. William D. Gilmore, P.E., Director Ecosystem Enhancement Program 1652 Mail Service Center Raleigh, NC 27699-1652 Dear Sir: Subject: Revised Compensatory Mitigation Request for the proposed improvements to US 17 (Washington Bypass) From South of SR 1127 (Possum Track Road) to North of SR 1418 (Roberson Road). Beaufort County; Federal Aid No. MAF-75-3(26); State Project No. 8.T150601; TIP No. R-2510. Reference: EEP Acceptance letter dated October 27, 2006 The purpose of this letter is to revise the Department's original request for the North Carolina Ecosystem Enhancement Program (EEP) to provide compensatory mitigation for the project in accordance with the Memorandum of Agreement (MOA) signed July 22, 2003 by the U. S. Army Corps of Engineers (USACE), the North Carolina Department of Environment and Natural Resources (NCDENR) and the North Carolina Department of Transportation (NCDOT). RESOURCES UNDER THE JURISDICTION OF SECTION 404 AND 401 OF THE CLEAN WATER ACT June 1, 2007 LYNDO TI PPETT SECRETARY We have avoided and minimized the impacts to jurisdictional resources to the greatest extent possible as described in the permit application. A permit modification is currently being finalized for this project. NCDOT is requesting a credit for the amount of 0.05 acre of riverine wetlands. The amount was accounted for in the original permit and EEP acceptance letter. The site was a pond with wetlands that was being impacted. The pond has since been determined to be non jurisdictional. Therefore, NCDOT is requesting a credit in the above amount. MAILING ADDRESS: NC DEPARTMENT OF TRANSPORTATION PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS NATURAL ENVIRONMENT UNIT 1598 MAIL SERVICE CENTER RALEIGH NC 27699-1598 TELEPHONE: 919-715-1334 or 919-715-1335 FAX: 919-715-5501 'LOCATION: PARKER LINCOLN BUILDING 2728 CAPITAL BLVD. SUITE 240 RALEIGH NC 27604 WEBSITE. WWW.NCDOT.ORG RESOURCES UNDER THE JURISDICTION OF THE NORTH CAROLINA RIPARIAN BUFFER PROGRAM NCDOT proposes to impact the Tar-Pamlico Buffer Zone 1 for the amount of 355 ft2 and Zone 2 for the amount of 1,167 ft2 due to the modifications. This is in addition to the previous amount that EEP has promised already to provide. Please send the revised letter of confirmation to Mr. John Hennessy of NCDWQ, with copies submitted to NCDOT. Please also send the revised letter of confirmation to Mr. William Wescott (USACE Coordinator) at U. S. Army Corps of Engineers Washington Regulatory Field Office (P.O. Box 1000, Washington, North Carolina 27889-1000). Mr. Wescott's FAX number is (252) 975-1616, ext. 31. This project has already let. If you have any questions or need additional information, please call Mr. Chris Underwood at (919) 715-1451. Sincerely, regory J. Thorpe, Ph.D., Environmental Management Director Project Development & Environmental Analysis Branch CC Mr. John Hennessy, NCDWQ Mr. Brian Wrenn, NCDWQ Mr. Bill Biddlecome, USACE Mr. Steve Sollod, NCDCM Mr. Stephen Lane, NCDCM Ms. Linda Fitzpatrick, NCDOT Natural Environment Unit Mr. Majed Alghandour, P. E., NCDOT Project Management/Scheduling Unit Mr. Todd Jones, NCDOT External Audit Branch File-R-2510