20071775 All Versions_Complete File_20100726

PROJECT AEIEAEIJCE NO. SHEET N0. - yoy R-38136 6
o ~ -LBL-208 PINC 75+56.90= RPA2- spz> 'ss- ~ Rw sNEEr No, , y° / PI = 14+8497 JS'• `.J~s CARL H. RICKER JR. ,
RAMP A -BL- POT T+23.33= dESS c -RPBI_ -RPB2' AAMP B -BL- POT 5+00.00 -L- STA. 46+80.38 122.18' RT). ° ' r~ Ht F Mp,.. ~Er. 'V ROADWAY DESIGII HtORAIAJCS ti % p= Ilf~`49.!"fR71 M '"r;p:_ 8~ r a+GnaEER
_ + PI = 2+9084 PIS = 4+6884 P1= 12+89.51 PI = 7+5090 Pt = H+405fl PC (0+22.60 -RPB2- .,~a~` t ~ ~ Vh Pls ! 12.03 p - l3'3Y12.4'(RTl p 2T14352"(LTJ F ti ° ~ D = 7f 3T J1A' ~ M"l L = 15524' ~~=bob° ° '
He _ Bs = 402' 39.9' p = !r 4T' 13.4" 1LTl Bs = 4' 02' 399' p = 14r 55' 375" (R71 D = 12' S4' 16.0' D = Ir 48' 488' E,<, ',~6' EGIN; sy Ls = 168.0(Y D = 448' 532' Ls = 168.00` D = 28' 05' 102' _ ! 77' L = 2313P 9ETMORE coMr~RCIaL PROPERTIES uc ~ +I n , F~, ' T = 11679' ~ ~'S0~ ~^"(o INCOM[°LE'TE FLANS - \ R - BOJN ~.156i ~ ` UO NOT OBB !OR RAM ACUUtl['IfON p=20k l ~ SE _ .O6
9~ LT = 11263' L = 244BY LT = !12.03' L = 50533' L ~ - - T = 59124' T = 5263' T = 117.90' ty4c~c •a / ~ ST = 56.03' T - 12284` S7 - 56.03' R = 44q,Od R =485.00' i ~ ~ * PRELIMINARY FLANS 16 RUNOFF = 9g oo xm Use Poa mNSrnocnoN
- R = 204,00' _ _ RAMP A -BL- 209 c, J ~ % = 7 SE _ .06 SE SUNOF~6= 123' 'PINC 31+31.ao IHC lasr- -A;~BiT la+o zoo3B.9rAT ~ +e~ ~ y SE .0 _ RUNOFF- lll' & !23' R ~ w' ~ Vs = <15MPH
Vs = 50 MPH RUNOFF -III' Vs = 28 MPH Vs = 29 MPH / PINC z6+m.7o n-261 ~ to t; n l ! ~ Vs = 20 MPH rowN souaxE w6sT uc aly' -L- 4z*e3.34 Iz2.le' Rn , /y EiP-~ coa~r Cs, ~F~~~ ~ Rmwl,gpp~rlkM LLP b
-Y3- 29+84.18 18.23'LT) ' 'U f EGIN ~ 72 TRAFFIC PT 8+03.04 -RP82- ~ + ,~f +e~ P Y. 0 Y~ RAMP R -BL- 210 cx~s ~ q
AV9UGE ~~Y + ~ 23110 / `o ~ 3e >4 Y 31,00 - > + 1030 2 END WALL N0.9 C~~ ~ 4'MON I ~O 15+23.42 -RPA2- 40.75' LT= Por 7a9.zs '~4~. ry k sss.,e' ~ -RPA2- STA. p+4A,37 G4 - POC 52+94.4(-L- 31.03' RT ~YCF a-eory/y
POC 1+36.11 -RP82- O C ~0. ISUN / ~ -1. PRECAST INGLE FACE MRAIEA 26.3t' lT 2 TBN~P / EG s -T-la 10+12.49 P T a ,k ; c{T 1 PC 13+68!8 ~ ~ PC l3+68J8 -RPA2- mss
5085 I i ELEV = 2049.62' wa N FF 8 'w' / }34.7 1 _ g~0 REBAR SET 9 / ~ k~F~t29 _ - _ _ /S POC 10+3f~1-RPN- ~7 ~ P' k~P~i13 ~ 3 TOIK ~CL~ ` ~ - ---Z~,_
6~ -T la 8+37.62 PING ~ 60 w i 4/ / I 4,500 600 lw ELEV - TI ~ 3 5 2'-b• / / I n. '~Al_ 8,500 - - h REBAR SET t i ~ 3~ E ~ CMG - / d ~ i"O-.. ^')c ' SC 9+61 6 -RPN- ~ ~
6 7 940 t d~00 + - - BdYRT= ~ °M 1 ` Ag 2 ir_ (c 1~0 PC 6 9827 RP82 m ~ it r 5(J c ~ {tile 1 ~ ~ 1 ~ Ar'~ 111
iBtn 40 98'000 PC 6+9827 -RPBI- ~ ~ _ - 12,500 1,nB _Ya, ~ 1 033 PT 13+74 RPDI- 525 ~`f- ~ M . _ ~1i ~ 1Wp ~ BILTMORE FARMS HOTEL GROUP LLC & R I3• 8 TDp~...~ r ll M,
m, : 13.5 '9 , f < ~ Y ` Guss oo 4'000 X16 ST 5+80B1-RP ! s ~ ~ GIAAS e ~ _ ` ISLAND , V ' 1 f B7- tuA+a _ _ ~c ~ GIA57 P n . 8 N' EqY / - ~c IstArtD{ s ctiy,k ~ i - \
1~ 3,,880 t` 3 ~ / poi j -BL-SD4 PWC 29+61.68 40,500 J 4,500 61'00 ~ a ~ P~ ~ N „ (1 ~ ~ y j ~J -L- 0. 5 r .34 8,500 _ _ _ _ _ ~r~~ Oq PWC 29+67.168 - i ~ L- a s + .34 ~ ~ TS 7+6926 -RPN- / .
6 ° y`: N. r r, 1' PT I(+17,97.. RPCI- = 108.36'RT w j F O oa ~ 3r TFI~ 50+27.,63 -L- 2675' )8.36' RT r -RP,W- - FOD. . FT U DROI / ~
i -RPCt- 8, ~ { i ~ c T.O,4ah6~ 4 _ / o 2 - 6EGIN ~ ? OIASS d 106,UW 7i1G - Ep I / \s ~'c ~ ~ ~ C4G AQ' 2• ISLAND i w + + _ 1 i
11'500 1L5 40000 CS 4+12B1-RP81- ( 1 V c ~ ~ c' ° +3o f aG as a m ' ~ Jr ~ ~ 2 F ~ fai I
Y1D 15 070 15' ACES 2 Gp' e , C/ ACCS F ' wALL N0.1 ; ' -L-2 ~ ~ W _ 2 TONS a 1 VAN e2J~ 1 gApyr3 ~ cam' ~ roC 9+96.00 -A - ~ a / CONC i ;YTA W+i WALL N0.11- ~ p~ _ ~\9° ~YTA 10+75.00 RPA P![CAS'T SINOLE PAC! MNIIER 1~ U F pc \
NC 146 19.600 YM SY RfN eP, ~ ~'PPAECAST-SINGLE FACE BABBLE! 23'!7 4 COY +00 u? PKUST IEWN WAIL N0. 7 ~ ~ ~ i f POC 10+44.35 -RP11- 2!.00' tT~ - ~ 0.>3' , 75• - ~ ~ KK U+S9.12 ~PAI- 1Y LT KK 5+65.61 -IMI- be ~ i BFGIN 2'-0' CiG 3®' ~AEGIN 2'i" Ci0 PRECAST SINGLL FACE MRRIER 33.13' if tiFT ~ BO i F 'P T 4 -L- H Sf.43 ~PAI- 1Y Li ~ i~ ~ r~• tw No PoPJT sET Jt .swe IJa ~ F n .,AVI ST 4+95J2 -RPN- -RPN-
ro acli ~ f ' POC 24+5775 -Y3- Gr-i , Y t ~ ~ ' os ; , POT 21+g4S4 0JC M6) _ ~ ~ ~ - _ _ _ `Ile ~ , ~ ~ F \ ~ `F U7 a• 4 / Pls - 2+10.65 P1= 3+1123 P1s 4+N.79 7 25+09J0-26) O m \ * ~ A 8 s = I' 45' 19.4' p = 3' 18' 3IT" (877 B s = f 45' 19.4'
° S l+ 8 -RPBI- a ""vim.' SC 26+3239 -Y3 TORN SQUARE WEST LLC e G i~ 'I S +l + 118 $h ~ ~ Ls = 125110 D =2'48`31.0' Ls = 125.00' CARL H. RICKER, JR. ~ - C~AIJ 010 ~ F < ~ _ ~ ~ , aae ~ LT - 83.34' L = IfIBY LT = 8334'
TS 22+9739 -Y3- ~ c ' ~ ~''F ~ 1 _ _ N END WALL N0. tr i e_J ~ WjOD~ 7 ST 40+85.71-Y3- ST = 4lbT T = 58.92' ST = 4161 _ ?i , F~"~e n ~ ~ ~ 5 ~ ~ % u• R = 2A40.00'
-Y3- 22+33.00 / ff - •1 ~ GT-1 ~ -T3- 5+00.00 POT r - Y = 2082.83' 1103.00' Ln e~ ( 1 i - TS 0+00.00 -RPBI- _ ELE / r ~ y ~ / 0, ~ _ ~ ~ \ b A• ~ SE _ .05
ppT Ig+89B4 -Y3- 47.00'LT IRON PIN h CAP 8.23 BL 3 PINC 33 2 + ~ - - A O ,\A n' \ F ~ `"R- ~ . Vs = 50 MPH CS + 1-Y3- n ~ ` ~ ~ x _ , ~ * _ xy '~R BL 2 PRIG l5 35.05 s 1 -Y3-. ' ~ i7S \ " -Y3- STA. 40+46,16 3+7 P
-Y3- STA. 22+57.15 + - 1 eY CAT-~ 1.35' LT c 11 IGN ~ : , / 3 'P i - \ ~ ' ~ - ~ ~ • ~ ~ ~ 52.02' LT -RPN- _ _.__,-~--r i. _ ~ ~
BEGIN WALL N0.4 / 'Yj~ ~ R ~ , , , " -Y9- 11+15.00 ' j' ~ - 1 ~+y - _ ~~p- ~ ,"'t PC 42+1971-Y3- Pis = 8+97.45 PI = 15-i63T4 1 ~ Bs = 9' 34' 572" ~ = 93' 20' 245° (L7)
75 C ' . , : 15' x 11\ ~ FOC n+~ LLuGAPOt- , - ' - ~ urea ItASF arch SC 2+5231-RPN- ~ Ls = !9200' D =9'58' 546' _ r tl01 - - - - - ~ ~ 5@DFTIAN L = 128J9' L = 935.10' ' , 135 ST =64.(1' T =608.48`
Y" ' $ ' t - ~ ---r ~ ~ - 1 ~ ~ ~ R = 574.C1a'
t / 1,~ : - _ ` /OL 14+1}.028 GN12'~'arCBG 98 - - 1. _L ~ - ~ , PACE r - TS 1+27.31-RP - Vs = 32 MPH
~ ~ Mrt > r, s•a 7:47+Ap _ i - 4 101 "l. , , _ 2GN! ~ 8 _r I N WALL N0.1 ~ JY ~ R37.o' : uo 3 ~ ~ ~ • ~ ` A, * ,yr~Fu ~ POT 0+00.00 -RPN- 47,x' LT=
O - _ ~ A5 - Pf1C 13+3068 -IrCI- . 96 b -13. 'le ~ , - ° 3.3 FAAfC t l ~ 1 _ ~ ~ - - 94 y, • ~ 1 1 .00' AT E 2,~. N.. 3' 'o, IS R _ ~r - . 3 eccs , ~ q ttG r - ~ ~ 1 13 / - . ~ . Ls ~ ~ , LI ~ s d~ u~ , , lr Vc4 AF ~ POC 44+99.00 -Y3- • , ~ ,
. ~ n ls• ~ + s v + ' pG~~ " ` 900' S , 95 ..t. ~ e, 330 ~R V - .R~.,-. ~ 26'35' 410'W to _ _ < _ . *v ~ _ MARY ANN OUAANGE55ER ENO CIA r,. . _ ~ $ ~ ~ 8
- i ~ i S ~j+. .r w 0 81.5 ~ t p~ Z 721 r 11~ '.Y / p. - -.J; _ - - . ..y - g7 a J~ \ ~ ~ ~ ~ FENCE ` ~ n A 173 ~ ~ T REPUCEMENT ~ ` \ m 5~,,, ~ ~ Y9 %•-~tx POT 47+00.00 -YO- Rir`Wl 6 2GVf
/ - - ' ~ . i ,;e, s 300 - ~ ` 3Z:>3, b - 0 + - _ ~ 7 ~ aNnKart ~ ~ e ~M e, ~ PT 45+88J7 -Y3-
" ~ ~ -~S 4P 52.4" ~ _ . - ~ PC !!+61.49 -RP02a- ~ c--T- ~ 8'O w t N IR 'R~2~ ~t't ~ , 'mac ro3 '',roe N 26' '46?J~W- POT 9+9693 -RPD2- S q¢ _ 8 T _ ~ _ --N? Zr ~ orra+ m - S8, ~ ~ )T 9+9693 -RPD2- 80O'RT= `-r--__ N
~ ~ ~N n, ~ s y'B § +8 s Is 4f 2 t 1 Fro.. I_+6614 -RP02- PC 9+9693 -RPtN ryry 4 PC 9+9693 -RPtN- _ 2----- ~t ----z-- z'~, `z--__ +l ~ _ 3,46' a, -
~ 6 $ s - P~ t3 tAST ve POT 46+76.41-L- 1 ' 1621 w R-.: N ~L'' _ _ 1 I U~IT ,I/~~(~r7 ~IpuTJ ~ it / ~ N - - , - C C L ~ / ~ ' MIY ~IM• VI ~EM4C Fes, rte Z ~ f---~---- END CONSTRUCTION
~ s + 23,00''.. 21.00' c c ~ , - _ c t - ~ T= 1 ~ ;t 1[GNI FRICE AEPLACFMENi UA ONCE ~ _ ~ t / -RPfl + /:1 TA>~ L,-~'<'-' ~'-H - 1 \ I REFV'tE - ' ~ ST 7+05.65 -RPDI Aw~4 FFNc ~ c--__, ``nt m ' • '~o~ ~ TIE TO EXISTING - _ ~ CS 5+70.&5 -RPDI- F ~ r ~ a - -
_ ~,I , - .--s-----~'1-~' lu ~ ~ ~ o - ~ r~ EIIREMSTVECIA ~ ~ v 115 ~ `c,. ~ a. i _ ' ~[E IN 1 ~
f0 - - - - O ~ o r i+ _ ~ I ; i 100.00' Li 4$ i - 7-. , - "-BL- 3 PING + 4.1 _ .rat c
1 ~ c' ~ 1J 1~ i 1 ; d.. -L- STA. 46+34.78 - t i' ~~~q jj - - _ uwe~etcY h 01l~ATOR - `-C-- = 171 '
w ~ , piJU' la ,F r:~~ al -F/ POT +b(1.(XIiRT - - _ 1 - - ' ~ ; ! I ! .F'' P If' ~ ~ -N+,31,07 -RFC2- :DETANt SC 1+35.00 RPDI ~ ~ 3ePN \ ~ ~ _ ~ o i ~ m
_ _ S 122 585" E _ _ `l ~ ~ ? ~~TS 9+7457 -RPCI- F rwL vA FHI~ CS 8+3950 RPCI / - ~ " + -
/ p. J / _ 1 T ~ u.w er SC 4+13!6 -RPCI- ST 9+(450 RP - ~ u noF Nc ~F P `3,~A, ~ 8 G - ~ VA E E \ . - F F mac` ~ \ s \ 0.l ~c . o +dBA7 Ala-~
1 ~ / _ y * b ~ } PT 18+96.36 -RPN- j vA raNCE _ s ` ~ - ~ ~ rlr y ~ 46+08.31-L- C~ ~ 173JT lT \ MOP. JACrG \ ~ ~ - ; ' VA FENCE ~ ~ - ' ln.erR +75.99 ~lD6 _ FE~_ $ \~r )3 T.
ew uaw ~ P i _ ~i 4' MONOMIIMC 1' Q Ew~nxc w+ I I ISLAND W.91'LT .''~~FF \ In.e7'u i'
+6360 a.i P~ P ~1 - r l~ i li ( 499.fYIT ~~c c~ ~ Vr T RELATIONSHIP sp~6., -RP _ FRENCH BROAD RNER BRIDGE/PAVEMEN 9p\ r$ 0+00.00 D ~(n
Bu,.'uOPE raauc NL - ~ 1' DEtl! DBW# /r _ , u9 022~~G 9G'6 ON IY CiBIiFa ~ n3 ToTA4 ml '1 ~~N 9675.~a :a-2808 + '4' DECK DRA2NS e PC 42+19.70 -Y3- 47.00' RT ~,e _ _ * .N \Z'
~ BEG. STA A+33 lT ~ ON 6' CENIEIS _ , (6{ TmA4 ttP! CARL H. RICHER, JR. 4' AWPIOYINIC •Z1
'1µ300J' 44192' lT _ nE PROP. 17LA10- ~ - vi 51DEWAl[
r I' ~,(1 TO STRUNCTURE ~i - ; POT TWE ~ ~ ~ xan,~ fli° r ~ _r
Y N. SICYAN h CELELIA M ~1 ( 62.00' RT r fT4, n m w n a W aI.O 14't ~l, ' LL «T1• a.
TCH SHOWING 1-26 BRIDGE /PAVEMENT RELATIONSHIP ° ~ a' ` " SK t4 ,r , - - J 11.75' 1 12' \ END UA , FENCE
PC 49+42.40 -L- R ~ (WP' . a rm ~ bi. ' i'i~~ END BRICGE 2J R j i wAU Ierlo ,c.- .9.~ ~ , W r < u J il' Y 1Y'f REPlA4FMENT J m < 17 rot a+oo.OD -r7- I sr~ R,
POC 10+14.55 J1M1- ! - KK 14+3162 -APAI- e.,,c c a .11 I' u _ PRECAST SINGLE FACE n PAECAST flllGtE ° ~ '1 - BARRIR 23' AT ~ 1~ ~ } 1 677 FACE BAIARI 19' LT TE OER ORNlS -M ' ~ ~ 222.40. -~13' m + U' 14'.r . yU' ~ G /
In ro AaET rya o+ g -'-'s:o.<'a,+o,E GT-T SLED +11~ / 6p ~-lf 0[OI DIAkS t~ 12' Z 14' 13" . Z f 3 \ /
24' ~ / F1110~ ~ +13.00 100.00'17 10 NEI ISA ~ _ ~ 5s Ir usorLr TYPF N 71OEWAU! A o MARY ANN H OUARNCESSER
r 11 i ~ u + o- 9 fi BEGIN BRIDGE END BRIDSE ~ ' - - Sta.41+72 -L- St0.45+72 ~ m L
>7, r ~I wnR1 z:6.a~ E' ~ 1 its , - N, „p ne tM FENCE r/ 9
2r, ro sTlLlcrun e ~ se " so v Ldp ~ i .o nnu~'~1 roTn+a. r I~ ~ ~9e~°" f' (ATJ / I / y I~ y P~ , II I'-.`'1..1 2h BEGIN APPROACH SLAB END APPROACH SLAB '`~a 6>. Sp19JSp ez -L- Sta.41+48,10 -L- Sta.45+95.5t7 °p„
B I~ $ B[GIN 2{ UG ~ 1 ~ ' 'I ~ ~ POT 4 +2{ 0 -I. , i' \ ~
I .o ~ ~ , nnuAE 1 ~ +ss.ar 4~TS Lr ~ I `pr / / u u/.ar Lr I ~
lBC, W P 1 14 1 ~ ;
BEO1N BRI E AI'P' \ ti y KK n°+i.u J7D1- II r e• PC A7+9Oa5 -Y2- re, e-n - 3- POC 28+61+ \ PllCABTfdFilE 4, Pl\ r *~~.r lr ` w alp /y1 FAC! Mlle 13'RF I~D~ 3
KK 11+11.02 " 1 / ~ F 1., - _ i ~Mpe~1I7E00' !TIT - F
B[GII r-{• cIG EOIN APPRO H SLAB EM APPRO H 1 •~ay t {Y STA. 13 > ~ -Y3- POC 2 37 -1'3- POC .31+41+f ~ r , ~r~ PT 12+26!5 -Y2- ~ BLTYORE FARMS NC. u+ ~ tlA FMV
101.00'17 r SS B ,bl' BIILOCK h MAC F 2 TONS CAA VY/ - + 9 +un Ff vn sr R FN- +6360 N N RU TIC 57573'47'E ~N~ ~pNS~RU~TIQN ~o~'~~ ~b,nc'
-Y3- ~LT , 1 na a -~F.r~•as `I~°FA~AP T~ u.arLr xy . POC 15+00.00 -Y~ s ~ , tr Ka / ~ u' ~ ' 1 srA n+T{1F , _ 90'wu ~ . , : sarLT ~ . POC 15~- ~ •5 sE~ sME~r a-ta Fat ~ ?ROPItE 7s5i W4 -RP02- -L SFE SHEEP u FOR -Y2- PROFBE bs!' t > h AVEA+IGE D/JlY TRAFRC
Pls = 25+2079 Pl = 32+0254 Pls = 38+62.44 2 s1DWA W / u.TrRr +nsLrM 5°0" . = 4 T 08J' PAx OesK I P / ~ / ~ m~ PI = 12+2589 PI = 36+M68 P! = 51+89b4 PI = 56+4869 s~ sHffr ts-n Fat -rs- FRaRIE ~ ~54~Z d o - 1sesP~KE s z 2uo~ p = 7S 49' I!5' (LTI p = f 4T 291" (RT) p = 24' 15' 59.1 (RT) p = 8' 4T 511' (RTJ 5~ SF~T 18 FOR ~Ml- PIlOF11E 2030 p = 76' 23' 397" D = 0' 52' 53:3' D = 4' 58' S6l D =2'00`37.4' sEE SFIEET to FOR atFAS- PROFRE
8s = 407' 08D' p = 2T 30' 00.0' (RT/ 8s 0 RFs _ P ~ sT.wLTy~r,~ 6o.aru LT I • Ls = 33560' D = 2' 27' 32fi Ls - 335.00' +rul - - L = 118.32' LT =22339' 1oomLT u r 1 s~ ~,e, F +a - ~ ory6'0 L =9925' L = 20325' L = 487.Ob' L = 43761' sff SH~7 t9 FOR aun- HIOFRE
LT -22335 J * 1 , Tsw E ST = !1172' T =57015' ST = II1T2' luw u ~ \ _ * 1' _ POT 38+4434 -L- / 61 r q ~ , AN , aw Ln+lc - _ 69 • ~ y ~ r I - o - iytoo T = 58.4Y T - IOlb3' T - 24724' T - 2!923' sEE Sf#FF w FOR atFe~- PROflIE R = 75Lb' R = 6,500.00' R = 1J50.00' R = 2,850.00' sEE SHEET 20 FoR -RPtt- FRORLE
SE ?3W3 ~ POT IO+OODO -Y2- t, / ' e 17 G .4A, +90E . "wN dpl = o~ ' Vs = 60 MPH / ~41~ !,495 SE = RC SE = RC SE _ .06 SE _ .06 SEE SHAT 20 FOR -RPC2- PROFILE • , 3,000 tam RUNOFF = 32.8' RUNOFF = 96' RUNOFF = 288' Vs = >70MPH SEE SHEET It FOR ~PDt- PROFILE
+s¢ - MoNOLITNIC n' . -Y2' .t `^Ef1 4,000 Vs = <15 MPH Vs = 53 MPH Vs = 56 MPH ~ SERE! n ~ ' P1tOFNf sEE sHEET 2-o Fat DRAINAGE DETARS
PS _ ~ w -RPCI- -RPC2- + I ' P' i ,A c + Y!L ~ _ -Y2- -RPDI- 3Ff sMEET Z-F FOR Y2 I?IiERSECTWN DETAIL SEE SHEEF 2-F FOR -RPA- 6 ~ -M PI = !1+6021 PI= 15+1898 PI = 12+75D2 P1s = 6+15.66 P1= 3+53,86 Pls = 0+x.01 INTERSECnoN DErut F NILLIAM F. RHODES II IFDDEtiER RD
- 100.M'LT , * .v 1• ee u fl " s n 21.wn I P!s = 3+8816 PI = 6+2655 PIS = 8+6450 PIS = 10+8669 P1 M+55B5 Pr =13+1~ mss, (RTl i ° , I TB w ! FLUB - 9w ~oN w Ar/ .r¢ r p = 3Y 00' 28J' f LTl = 5IXT 051' (LTl ~ _ !OT 28" 259' (RT) 8 s = 2' 6' 48J' ~ = l3' 38' 24.0' (LTl Bs = 2' 6' 48J" SEE SHAT p-G ~ ~ g _Rpp_
- '4485'0 = 623'408'(RTl es =0'33'4485' 8s =8'12'47.0' ~=56'15'325"(LTl p= 29' r * . + 14+4 -Y2- ~ a1reT } Bs -0'33 Ls = 75.00' D = r 24 598' Ls = 75.(X1' Ls = 168.00' D = 946' 388" p = 9f 4O' 237 0° ~ * 3 _ +1000 • IP . + Y2- + ilk 0 = 22 55' 05.9' p = ~ 23' 1P,Y D = 2805' !02' Ls = 135.00' D = 3' 7' 513' Ls = 135.Gk0' II4TERSECTION DETAR ' L = 135.30' L = 14768' L = 382.66' LT =90.01' L = 43565' LT -90.01'
~ LT =5016' L = 42634' LT = 50.OD' LT = 112!2' L = 5T5.4O' L = 3211' mao'm W 1 h x..23, °1 es, ~ `.,3o.arAr 5sxm -Y2- N 77 -Y2- T = 6935' T = 736q T =278.09' ST = 45.01' T = 2!8.86' ST = 45.OY ~nONi _ R =25000' R = Ib9179' R = 204A0' R = !,830.00` NC t16 (Ia~IG SHOAts ROAD) SE = RC - - _ FROM WEST OF SR 3501 (CUYFON ROAD)
~ ST = 25.(~ T = 2!334' ST = 2560' ST = 5611' T -31328' T =16.45' _ A - R = 586AO' R =62.50' P7 37+1629 -L- i ~ ls• i' - _ E' ~ x1in2+v iuc v.eLUOa R - 3,820!17' 3 ~ $ SE _ .03 SE = A6 SE = 1H , a u { + ~+0000 -rs- ~ 11 11 hope RUNOFF - 4d 5E - RC SE - .06 SE_ D54 RUNOFF = 40 RUNOFF = IIY _ MPH TO EAST OF X26
VS = 5fl MPH VS = 32 YPH RUMOFf = 62' F 31 ~ a ~ - tt so.ar AT F -BY- T 7+ T9 = w61 Vs - Cl5 YPH ETC ~ A ~ + +7 - - -rz- sTa.lss3.a ' pb* Vs = <15 MPH Vs = 25 MPH Vs = 20 MPH Vs 50 .T9 = o1J ~ t•iq.: COUNTY: NC i46 GRAPHIC SCALE RrY813B BUNCOMBE
ht< II r ~ _ Por ro+oooo-DRr2- lo.as' ~T NF - ~ ~a~os 4 O ~ 16.M' lT { apT15 E. ENSLEY ~ss .q + Dlsr+m tn:
.S ~ + -y2- +11.01 - MJS' LL ro 3 ~!e ry 130.M' Q t ~ t 60.ar RF Jp, ~9 F - 3j+ r, ESP = EMENT REMOVAL 50 25 0 50 too PAV aea® rr: oAtif
IEMOVEPWE ~~"AOr 11+00.00 -DRr2- 12 ~s ~ PUNS
4~
- _ _

PWA
NCDENR `rr
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
?t
Michael F. Easley, Governor James H. Gregson, Director William G. Ross Jr., Secretary
November 1, 2007
MEMORANDUM:
TO: John Hennessy
Division of Water Quality, Raleigh
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: NC DOT
Project Location: SR 1110 Bridge #62 over Goodwin Creek (aka Bear Swamp Canal)
Proposed Project: Replace Bridge
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by Nn 22; 2447, to Cathy Briittinghi m, 1638 Mail Service CQ>a C
27699=1638. If you have any questions regarding the proposed project, please contact Jim Hoadley
at [phone]. When appropriate, in-depth comments with supporting data are requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE

1367 U.S. 17 South, Elizabeth City, North Carolina 27909
Phone: [phone] \ FAX: [phone] \ Internet: www.nccoastalmanagement.net
An Equal Opportunity \ Affirmative Action Employer -50% Recycled \ 10% Post Consumer Paper
V.

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: NC DOT
2. LOCATION OF PROJECT SITE: Bridge #62 over Goodwin Creek (aka Bear Swamp
Canal) on SR 1110; Perquimans Co.
Photo Index - 2006: N/A 2000:
1984: N/A 1978: N/A
State Plane Coordinates - X: 272 0000
N/A 1995:
N/A 1989: N/A
Y:896000
3. INVESTIGATION TYPE: CAMA and Dredge/Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 7/17107
Was Applicant Present - yes
5. PROCESSING PROCEDURE: Application Received Complete - 10/22/07
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Perquimans County
Land Classification From LUP - Rural
(B) AEC(s) Involved: Public Trust Water and Public Trust Shoreline
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - N/A
Planned - N/A
(F) Type of Structures: Existing - Bridge
Planned - Bridge
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
Hand earing
(A) Vegetated Wetlands 0.19 Acres 0.12 Acres
(8,276.4 sf) 5,227.2 sf
(B) Non-Vegetated Wetlands
(C) Other/ High Ground 0.29 Acres 0.04 acres with
(12,632.4 sf) Temporary fill
(1,742.2 sf)
(D) Total Area Disturbed: 0.6 Acres
(E) Primary Nursery Area: No
(F) Water Classification: C SW Open: No
NCDOT
TIP No. B-4226
October 24, 2007
Page 2
8. PROJECT SUMMARY: The Department of Transportation proposes to replace
Bridge No. 62 along SR 1110 (Center Hill Highway), over Goodwin Creek (aka Bear
Swamp Canal), in Perquimans County. The project includes the replacement of a 75-
foot bridge with a 150-foot bridge. An off-site detour will be used.
Field Investigation Report
Project Setting
The project site is Bridge No. 62 crossing Goodwin Creek, a Tributary of Perquimans River,
which feeds into the Albemarle Sound located on SR 1110, east of the Town of Hertford, in
Perquimans County, as shown on the enclosed site map. The property in question is an NC
Department of Transportation (NCDOT) bridge and road right-of-way. The bridge was
constructed in 1940 and is composed of a reinforced concrete deck on steel I-beams and a
substructure composed of timber caps and timber piles and is considered to be functionally
obsolete. The existing bridge is 75 feet long and 24 feet wide with two travel lanes running in an
easterly and westerly direction. There is no riprap in or around the creek of the existing bridge.
There are a total of two end bents located above Normal water level and two interior bents located
along the creek at the Normal water level; the creek is approximately 50 feet wide.
Navigation clearance underneath the bridge is currently 7.5 feet, and the average water depth under
the bridge is approximately 4.5 feet normal water level. Navigation clearance underneath the
proposed bridge is 8.5 feet below Normal water level, and there are no signs of submerged aquatic
vegetation. Public access to Public Trust Waters is currently possible along the shoulder of the
road. The waters at the project site are not designated as an inland PNA by the WRC, and the
waters are closed to the taking of shellfish. There are no coastal wetlands within the project
boundary.
Land uses surrounding the bridge are predominately agricultural with some woodland. The
wetlands within the project boundary are heavily forested with gum, maples, pines, etc, and are
subject to flooding during heavy rainfall events. On the southeast side of the bridge is a single-
family residence. Aerial power lines run parallel with SR1110 on the north side. Also running
along the north side of the road is an underground 4" county water line. Along the south side of
the road are both underground gas pipes and telephone cables.
Goodwin Creek is classified as inland waters by agreement between the Marine Fisheries
Commission and Wildlife Resources Commission. The Division of Environmental Management's
water quality classification for Goodwin Creek is classified with C (Aquatic Life, Secondary
Recreational Freshwaters) and SW (Swamp Waters). NCDOT will observe an in-stream
construction moratorium from February 15 to June 30 and utilize Stream Crossing Guidelines for
Anadromous Fish Passage.
y
NCDOT
TIP No. B-4226
: October 24, 2007
Page 3
While there is no known archeological site within the project area, there are a number throughout
the county. Sites Pq 2, Pq 3, Pq 4, and Pq 5 are all located within .5 mile from Bridge #62.
There are no known unique geological formations associated with this site.
Development Proposal
The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge #62,
which is a functionally obsolete and structurally deficient, with a longer and wider, 150 feet X 33
feet, structure to accommodate traffic needs in the area. The new bridge will have 3-foot offset on
the north and an 8-foot offset on the south. The west approach will be approximately 370 feet long
and the east approach will be approximately 687 feet long. The new bridge will also increase the
navigational clearance by 1 foot to 8.5 feet.
According to the application demolition of the existing bridge will be in compliance with the
NCDOT Best Management Practices (BMP) Manual. No demolition debris will be placed in water
for later removal.
Construction of the new bridge will include the installation of two end bents, and two interior bents
under the bridge. DOT plans are to implement top down construction. The interior bents will be
placed along the edge of the stream at or near normal water level. Class II riprap will be placed
around the end bents at widths of 5ft to 25ft, depending on the severity of the adjacent slope for
erosion control. No riprap is proposed for the interior bents. The existing 4" water line on the north
side of the bridge, and the existing telephone cable and gas line on the south side of the bridge, will all
be relocated by boring under Goodwin Creek (aka Bear Swamp Canal) with a directional drill from
high ground to high ground.
Widening the bridge will necessitate widening the bridge approach, and result in the filling of
approximately 8,276.4 square feet (0.19 acres) of non-coastal wetlands. There are no Coastal
Wetlands within the project area.
The total area of disturbance including wetland fill is estimated to be 26,136 square feet (0.6
Acres).
Anticipated Impacts
The project, as proposed, will not involve any construction with Goodwin Creek. The only work
to be performed within the creek will be the removal of the two interior bents. Approximately
8,276.4 square feet of non-coastal wetlands will be filled in association with the new, wider,
bridge. Ecosystem Enhancement Program has agreed to provide compensatory riparian wetland
mitigation for this project. In addition to expanding the width of the bridge, the new bridge will be
longer, spanning approximately 150 feet. The new bridge will also increase the navigational +
clearance by 1 foot to 8.5 feet. Based on the taller/wider openings, traditional navigational usage
of the creek should not be significantly hindered.
During the construction an off-site detour will be used.
The project includes the removal of approximately 800 cubic yards of fill under the existing
bridge. By widening the opening under the proposed bridge upstream back flow during severe
storm events will be reduced.
Submitted By: Jim Hoadley
Date: November 1, 2007

??h•o

STATE OF NORTH CAROLINA

DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GovERDmOR SECRETARY
October 15, 2007
Mr. Bill Biddlecome Mr. Jim Hoadley
U. S. Army Corps of Engineers NC Division of Coastal Management
Regulatory Field Office Elizabeth City District
Post Office Box 1000 1367 US 17 South
Washington, NC 27889-1000 Elizabeth City, NC 27909
Dear Sirs:
Subject: Application for Nationwide Permits 23 & 33, & CAMA Major Development Permit
Request for the Replacement of Bridge No. 62 over Bear Swamp Canal on SR 1110;
Perquimans County; TIP Project B-4226; Federal Aid Project No. BRZ-1110(4); State
Project No.8.2120301; Debit $240.00 from WBS 33570,1.1.
Please find enclosed permit drawings, roadway plans, landowner receipts, a copy of the state stormwater
permit, and CAMA MP forms for the above referenced project proposed by the North Carolina
Department of Transportation (NCDOT). A Programmatic Categorical Exclusion (PCE) was completed
for this project on April 29, 2005, and distributed shortly thereafter. Additional copies are available upon
request. The NCDOT proposes to replace existing Bridge No. 62 over Bear Swamp Canal on SR 1110 in
Perqu mans County. The project involves replacement of the existing functionally' obsolete and
structurally deficient 75-foot bridge and approaches with a new 150-foot bridge and approaches. The new
bridge will feature two 12-foot lanes with a 3-foot offset on the north and an 8-foot offset on the south.
The west approach will be approximately 370 feet long and the east approach will be approximately 687
feet long. Proposed permanent impacts are 0.19 acre of riverine wetland impacts for fill. Traffic will be
detoured off-site along surrounding roads during construction.
Impacts to Water of the United States
General Description: The project is located in the Pasquotank River Basin (Hydrologic Unit 03010205).
A best usage classification of "C SW" has been assigned to Bear Swamp Canal [DWQ Index # 30-6-2].
Neither High Quality, Waters (HQW), Water Supplies (WS-I: undeveloped watersheds or WS-II:
predominately undeveloped watersheds), nor Outstanding Resource Waters (ORW) occur within 1.0 mile
of the project study area. Bear Swamp Canal is not designated as a North Carolina Natural or Scenic
River, or as a National Wild and Scenic River. Additionally, Bear Swamp Canal is not listed on the Final
2006 303(d) list of impaired waters due to sedimentation for the Pasquotank River Basin, nor does it
drain into any Section 303(d) waters within 1.0 mile of the project study area.
Permanent Impacts: As stated above, permanent impacts consist of fill and the total amount. of proposed
impacts is 0.19 acre.
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone] TRANSPORTATION BUILDING
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1 SOUTH WILMINGTON STREET
1548 MAIL SERVICE CENTER WEBSITE: WWW.NCDOT.ORG RALEIGH NC
RALEIGH NC 27699-1548
e
Temporary Impacts: Proposed temporary impacts due to 0.04 acre of temporary fill in wetlands in the
hand clearing areas are needed for the installation of erosion control measures, including some or all of
the following: temporary silt fence, special sediment control fence, and temporary rock silt checks.
Hand Clearine: Proposed impacts due to hand clearing total 0.12 acre.
Utility Impacts: There will be no impacts to jurisdictional resources due to utilities. The 4" water pipe to
the north will be placed using an open cut in uplands and directional bore. The telephone cable and the
gas line to the south will be placed using an open cut in uplands and directional bore. Please refer to the
utility drawing.
Bridge Demolition: The superstructure for Bridge No. 62 is a concrete deck on I-beams and will allow
removal without dropping components into the water. Likewise, it should be possible to remove the
timber piles and timber caps without dropping them into the water. Best Management Practices for
Bridge Demolition and Removal will be implemented. Any component of the bridge dropped into the
water shall be immediately removed.
Avoidance and Minimization
Avoidance examines all appropriate and practicable possibilities of averting impacts to "Waters of the
United States". Due to the presence of surface waters and wetlands within the project study area,
avoidance of all impacts is not possible. The NCDOT is committed to incorporating all reasonable and
practicable design features to avoid and minimize jurisdictional impacts. Minimization measures were
incorporated as part of the project design. These included:
• To avoid impacts, NCDOT is replacing Bridge No. 62 in place and utilizing an off site detour.
• The bridge will be lengthened by 75 feet.
• Top down construction will be utilized.
• NCDOT is also minimizing impacts to surface waters by utilizing longer spans with less bents than
the existing bridge.
• NCDOT will observe an in-stream construction moratorium from February 15 to June 30 and utilize
Stream Crossing Guidelines for Anadromous Fish Passage.
Mitigation
The proposed project will have permanent impacts to wetlands totaling 0.19 acre due to fill. NCDOT
proposes to use the North Carolina Ecosystem Enhancement Program (EEP) for mitigation. A copy of the
EEP acceptance letter is included with this application.
Federally Protected Species
As of May 10, 2007, the US Fish and Wildlife Service (USFWS) lists one federally protected species for
Perquimans County. In March 2006, the bald eagle (Haliaeetus leucocephalus) was given protection in
Perquimans County. The bald eagle was delisted as of August 8, 2007 and is no longer protected by the
Endangered Species Act. It is, however, protected under the Bald and Golden Eagle Protection Act. No
nests or individuals were observed within 660 feet of the project area.
2
Project Schedule
The project has a scheduled let of March 18, 2008 with a review date of January 29, 2008.
Regulatory Approvals
Section 404 Permit: All aspects of this project are being processed by the Federal Highway
Administration as a "Categorical Exclusion" in accordance with 23 CFR 771.115(b). The NCDOT
requests that these activities be authorized by Nationwide Permits 23. We are also requesting the
issuance of a Nationwide Permit 33 for the temporary fill due to the installation of erosion control
measures. (72 CFR; 11092-11198, March 12, 2007).
Section 401 Permit: We anticipate 401 General Certification numbers 3632 and 3634 will apply to this
project. The NCDOT will adhere to all standard conditions of the aforementioned certification, and
therefore are requesting written concurrence from the North Carolina Department of Environmental and
Natural Resources, Division of Water Quality. Therefore, in accordance with 15A NCAC 2H, Section
.0500(a), we are providing five copies of this application to the NCDWQ for their review and approval.
Authorization to debit the $240 Permit Application Fee from WBS Element 33388. 1.1 is hereby given.
CAMA Permit: NCDOT requests that the proposed work be authorized under a Coastal Area
Management Act Major Development Permit. The landowner receipts are attached. NCDOT has
received a stormwater permit for this project.
A copy of this permit application will be posted on the NCDOT website at:
htt-p://www.ncdot.orp-/doh/T)reconstruct/l)e/neu/i)ermit.html.
If you have any questions or need additional information, please contact Chris Underwood at (919) 715-
1451.
Sincerely
Gregory J. Thorpe, Ph.D., Environmental Management Director
Project Development and Environmental Analysis
W/attachment:
Mr. John Hennessy, NCDWQ (2 copies)
Mr. Travis Wilson, NCWRC
Mr. Gary Jordan, USFWS
Mr. Ron Sechler, NMFS
Mr. Michael Street, NCDMF
Mr. Steve Sollod, NCDCM
Dr. David Chang, P.E., Hydraulics
Mr. Greg Perfetti, P.E., Structure Design
Mr. Victor Barbour, P.E., Project Services Unit
Mr. Mark Staley, Roadside Environmental
Mr. Anthony Roper, P.E., Division 1 Engineer
Mr. Clay Willis, Division 1 Environmental
Officer
W/o attachment
Mr. Scott McLendon, USACE, Wilmington
Mr. Jay Bennett, P.E., Roadway Design
Mr. Majed Alghandour, P. E., Programming and
TIP
Mr. Art McMillan, P.E., Highway Design
Mr. Todd Jones, NCDOT External Audit
Branch
Ms. Beth Harmon, EEP
Ms. Natalie Lockhart, PDEA
DCM MP-1
APPLICATION for
Wor Development Permit y c
_ - ,•s r
(last revised 12127106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
North Carolina Department Of Transportation Project Name (if applicable)
B-4226
Applicant 1: First Name
Gregory MI
J Last Name
Thorpe
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
1598 Mail Service Center PO Box City
Raleigh State
NC
ZIP
27699 Country Phone No.
919 - 715 -1334 ext. FAX No.
919 - 715 - 5501
Street Address ff different from above) City State ZIP
Email
2. Agent/Contractor Information
Business Name
Agent/ Contractor 1: First Name MI Last Name
Agent/ Contractor 2: First Name MI Last Name
Mailing Address PO Box city State
ZIP Phone No. 1
-
- ext. Phone No. 2
- - ext.
FAX No. Contractor #
Street Address (if different from above) City State ZIP
Email
<Form continues on back>
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Form DCM MP-1 (Page 2 of 5)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
Perquimans SR 1110
Subdivision Name City State Zip
Phone No. Lot No.(s) (if many, attach additional page with list)
- - ext. ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Pasquotank Bear Swamp Canal
c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site.
®Natural ?Manmade ?Unknown Perquimans River
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
?Yes ®No work falls within.
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
N/A 2.78 acres
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
N/A, , NWL (normal water level)
(If many lot sizes, please attach additional page with a list) 8' ?NHW or ®NWL
e. Vegetation on tract
Wetland vegetation, grasses, and trees
f. Man-made features and uses now on tract
Roadway fill, paved road, and bridge
g. Identify and describe the existing land uses adiacent to the proposed project site.
Agrculture
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
Rural Services (Attach zoning compliance certificate, if applicable)
®Yes ?No ?NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ?Yes ®No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ®Yes No ?NA
If yes, by whom? SHPO
1. Is the proposed project located in a National Registered Historic District or does it involve a Yes ®No ?NA
National Register listed or eligible property?
<Form continues on next page>
m. 0) Are there wetlands on the site?
(ii) Are there coastal wetlands on the site?
?Yes ®No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes ?No
(Attach documentation, if available)
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Form DCM MP-1 (Page 3 of 5)
APPLICATION for
Major Development Permit
n. Describe existing
None
o.
treatment
water supply source.
None
p. Describe existing storm water management or treatment systems.
None
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? []Commercial Public/Govemment
[]Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
New bridge over Bear swamp Canal. Used for conveying traffic.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Replace existing bridge using road construction equipment.
d. List all development activities you propose..
Bridge replacement.
e. Are the proposed activities maintenance of an existing project, new work, or both? Both
f. What is the approximate total disturbed land area resulting from the proposed project? 0.6 []Sq.Ft or ®Acres
g. Will the proposed project encroach on any public easement, public accessway or other area Yes No NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Surface runoff
i. Will wastewater or stormwater be discharged into a wetland? []Yes ONO [INA
If yes, will this discharged water be of the same salinity as the receiving water? []Yes ?No []NA
j. Is there any mitigation proposed? ®Yes []No []NA
If yes, attach a mitigation proposal.
<Form continues on baclo
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) - (f) are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
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Form DCM MP-1 (Page 4 of 5)
APPLICATION for
Major Development Permit
.. 10
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Elizabeth W. Bates
Phone No.
Address 208 Deepwater Drive, Chesapeake, VA 23322
Name Robert P. Hollowell
Phone No.
Address 2103 Center Hill Hwy., Hertford, NC 27944
Name Helen O. Hunter
Phone No.
Address 2075 Center Hill Hwy., Hertford, NC 27944
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
MCDWQ State Stormwater Permit No. SW7070312 issued on May 8, 2007.
i
h. Signed consultant or agent authorization form, if applicable.
I. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application nii/s?truthful to the best off my knowledge.
Date 10 : 15 '07 Print Name `? L L' t 4
Signature
Please indicate application attachments pertaining to your proposed project.
?DCM MP-2 Excavation and Fill Information ®DCM MP-5 Bridges and Culverts
?DCM MP-3 Upland Development
?DCM MP-4 Structures Information
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Ferm DCM MP-5
GRID .,,j:
GES and CULVERTS
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. BRIDGES p This section not applicable
a. Is the proposed bridge: b. Water body to be crossed by bridge:
?Commercial ®Public/Government ?Private/Community Bear Swamp Canal
c. Type of bridge (construction material): d. Water depth at the proposed crossing at NLW or NWL:
cored slab 4.5'
e. (i) Will proposed bridge replace an existing bridge? ®Yes ?No f. (1) Will proposed bridge replace an existing culvert? ?Yes ®No
if yes, If yes,
(ii) Length of existing bridge: 75' (ii) Length of existing culvert:
(iii) Width of existing bridge: 24' (iii) Width of existing culvert:
(iv) Navigation clearance underneath existing bridge: 7_5' (iv) Height of the top of the existing culvert above the NHW or

(v) Will all, or a part of, the existing bridge be removed? NWL:
(Explain) All (new bridge will be longer)
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
9• Length of proposed bridge: 150' h. Width of proposed bridge: 33'
I. Will the proposed bridge affect existing water flow? ?Yes ®No j. Will the proposed bridge affect navigation by reducin or
U
If yes, explain: increasing the existing navigable opening?
Yes ?No
If yes, explain: The proposed bridge allows 1' more of
vertical clearance.
k. Navigation clearance underneath proposed bridge: 8_5' I. Have you contacted the U.S. Coast Guard concerning their
approval? ?Yes ®No
If yes, explain:
m. Will the proposed bridge cross wetlands containing no navigable n. Height of proposed bridge above wetlands: 8'
waters? ?Yes ®No
If yes, explain:
2. CULVERTS 0This section not applicable
a. Number of culverts proposed: b. Water body in which the culvert is to be placed:
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c. Type of culvert (construction material):
V
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Form DCM MP-5 (Bridges and Culverts, Page 2 of 4)
d. (i) Will proposed culvert replace an existing bridge?
?Yes ?No
If yes,
(ii) Length of existing bridge:
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge:
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
f. Length of proposed culvert:
h. Height of the top of the proposed culvert above the NHW or NWL.
Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? ?Yes ?No
If yes, explain:
3. EXCAVATION and FILL
a. (1) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ?Yes• ®No
If yes,
(ii) Avg. length of area to be excavated:
(iii) Avg. width of area to be excavated:
(iv) Avg. depth of area to be excavated:
(v) Amount of material to be excavated in cubic yards:
e. (i) Will proposed culvert replace an existing culvert?
?Yes ?No
If yes,
(ii) Length of existing culvert(s):
(iii) Width of existing culvert(s):
(iv) Height of the top of the existing culvert above the NHW or
NWL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
g. Width of proposed culvert:
1. Depth of culvert to be buried below existing bottom contour.
k. Will the proposed culvert affect existing water flow?
?Yes ?No
If yes, explain:
?This section not applicable
Will the placement of the proposed bridge or culvert require any
excavation within coastal wetlands/marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
?CW ?SAV ?SB
?WL ®None
(ii) Describe the purpose of the excavation in these areas:
c. (i) Will the placement of the proposed bridge or culvert require any
high=ground excavation? ®Yes ?No
If yes,
(ii) Avg. length of area to be excavated: 126'
(iii) Avg. width of area to be excavated: 74'
(iv) Avg. depth of area to be excavated;
(v) Amount of material to be excavated in cubic yards: 800
d. If the placement of the bridge or culvert involves any excavation, please complete the following:
(1) Location of the spoil disposal area: To be determined by the contractor.
(ii) Dimensions of the spoil disposal area: To be determined by the contractor.
(iii) Do you claim title to the disposal area? ®Yes ?No (ff no, attach a letter granting permission from the owner.)
(iv) Will the disposal area be available for future maintenance? ?Yes ®No
(v) Does the disposal area include any coastal wetlands/marsh (CW), submerged aquatic vegetation (SAVs), other wetlands (WL), or shell
bottom (SB)?
?CW ?SAV ?WL ?SS ®None
If any boxes are checked, give dimensions if different from (ii) above.
(vi) Does the disposal area include any area below the NHW or NWL? ? ?Yes ®No
If yes, give dimensions if different from (ii) above.
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FO rM DCM MP-5 (Bridges and Culverts, Page 3 of 4)
e. (1) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed below NHW or NWL? ?Yes ®No
If yes,
(ii) Avg. length of area to be filled:
(iii) Avg. width of area to be filled:
(iv) Purpose of fill:
f. (1) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed within coastal wetlands/marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
?CW ?SAV ?SB
?WL ®None
(ii) Describe the purpose of the excavation in these areas:
g. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed on high-ground? ?Yes ®No
If yes,
(ii) Avg. length of area to be filled:
(iii) Avg. width of area to be filled:
(iv) Purpose of fill:
4. GENERAL
a. Will the proposed project require the relocation of any existing
utility lines? ®Yes ?No
If yes, explain: All utility lines will be replaced using open
cuts and directional bore outside the jurisdictional areas.
b. Will the proposed
detour structures?
If yes, explain:
Of an temporary
Yes ®No
If this portion of the proposed project has already received
approval from local authorities, please attach a copy of the
approval or certification.
< Form continues on backs
c. Will the proposed project require any work channels? d. How will excavated or fill material be kept on site and erosion
?Yes ®No controlled?
If yes, complete Form DCM-MP-2. Silt fence, NCDOT Type B silt basin, diversion ditches, and
inlet protection.
e. What type of construction equipment will be used (for example,
dragline, backhoe, or hydraulic dredge)?
Bulldozer, backhoe, & crane.
f. Will wetlands be crossed in transporting equipment to project site?
?Yes ®No
If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
g. Will the placement of the proposed bridge or culvert require any
shoreline stabilization? ®Yes ?No
If yes, complete form MP-2, Section 3 for Shoreline
Stabilization only.
252-303-2803 :: 9-6 33.4RCOAST ;: 6vww.rocoastair-l2ca3-9Ment.net revised: 10126/06
Forral DC P-5 (Bridges and Culverts, Pagan 4 of 4)
a
_ 10>>5•07
Date
Project Name
6T L• ?0sZ Ap
plicant Name
P
plicant Signature
ytlf?`v
262-808-2808 :: 'I.888-44RCOAST :: wym.necoastalmanagement.net revised: 10126106
un
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
NC Department of Transportation
Project Development Branch
Attn.: Dr. Gregory J. Thorpe
1548 Mail Service Center
Raleigh, NC 27699-1548
Dear Dr. Thorpe:.
MAY 15 2001
DIVISION OF HGHWAYS
Permit No. SW7070312 PDEA'OFFICE OF NA11)RAt ENVIRONMENT
NCDOT Project B-4226, Replacement of
Bridge #62
Other Stormwater Permit
Linear Public Road / Bridge Project
Perquimans County
Subject:
The Washington Regional Office received a complete Stormwater Management Permit
Application for the subject project on March 9, 2007. Staff review of the plans and
specifications has determinecrthat the project, as pr??o??pposed, will comply with the Stormwater
Regulations set forth in Title 15A NCAC 2H .1000. We are forwarding ermit No. SW7070312
dated May 8, 2007, for the construction of the subject Replacement of Bridge #62 project.
This permit shall be effective from the date of issuance until rescinded and shall be subject to
the conditions and limitations as specified therein.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicator hearing upon written request within thirty (39 days
following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. Unless such
demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact either me or Samir Dumpor at [phone].
Si cerel ,
1
Al Hodge
Regional Supervisor
Surface Water Protection Section
AH/sd: JAWPDATAMWState SW-SMPermits - General Permits
cc: Perquimans County Building Inspections
Division of Coastal Management
Washington Regional Office
Central Files
North Carolina Division of Water Quality Internet: ww-w.ncw•ateri uality.ore
943 Washington Square Mail Phone [phone]
Washington, NC 27889 Fax [phone]
NorthCarohna
Naturally
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
RECEIVED
SEP 27 2007
DIVISM OF HIGHWAYS
PDEA-OFFICE OFNATURALEN0
September 21, 2007

Mr. Gregory J. Thorpe, Ph.D.
Environmental Management Director
Project Development and Environmental Analysis Branch
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh, North Carolina 27699-1548
Dear Dr. Thorpe:
Subject: EEP Mitigation Acceptance Letter:
B-4226, Replace Bridge Number 62 on SR 1100 over Bear Swamp
Canal, Perquimans County
The purpose of this letter is to notify you that the Ecosystem Enhancement
Program (EEP) will provide the compensatory riparian wetland mitigation for the subject
project. Based on the information supplied by you on September 10, 2007, the impacts
are located in CU 03010205 of the Pasquotank River Basin in the Northern Outer Coastal
Plain (NOCP) Eco-Region, and are as follows:
Riparian Wetland: 0.19 acre
EEP commits to implementing sufficient compensatory riparian wetland
mitigation to offset the impacts associated with this project by the end of the MOA Year
in which this project is permitted, in accordance with Section X of the Amendment No. 2
to the Memorandum of Agreement between the North Carolina Department of
Environment and Natural Resources, the North Carolina Department of Transportation,
and the U. S. Army Corps of Engineers, fully executed on March 8, 2007. 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 EEP.
Oc"'I. J5 Ate' p
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh NC 27699-1652 / 919-715-0416 / www.nceep.net
If you have any questions or need additional information, please contact Ms. Beth
Harmon at 919-715-1929.
Sincerely,
i? , S-ttwp
Will D. Gilmore, P.E.
EEP Director
cc: Mr. Bill Biddlecome, USACE - Washington
Mr. John Hennessy, Division of Water Quality, Wetlands/401 Unit
File: B-4226

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