20181598 Ver 2_R-1015 Individual Modification Craven March 12 2020_20200326

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Roy COOPER
GOVERNOR
March 12, 2020
US Army Corps of Engineers
2407 West 5' Street
Washington, North Carolina 27889-1000
Attention: Mr. Tom Steffens
NCDOT Coordinator
Dear Sir:
J. ERIC BOYETTE
SECRETARY
Subject: Application for Modifications to Section 404 Individual Permit and Section 401
Water Quality Certification for the proposed Havelock Bypass in Craven County.
TIP No. R-1015. WBS 34360.1.2
The North Carolina Department of Transportation (NCDOT) obtained Section 404 CWA
authorization and Section 401 Water Quality Certification to construct a new US 70 bypass of
Havelock, North Carolina in Craven County under Corps Action ID: SAW-1993-02466 and
NCDWR Project No. 20181598 in April 2019. Since that time, several design details have
changed, and the permits need to be modified accordingly. The purpose of this letter is to provide
modified permit drawings that depict these changes.
Wetland and Stream Impacts:
These changes reflect both roadway design changes and changes in accommodations for Duke
Energy. Coordination with Duke Energy resulted in a reduction in the number of access points to
their transmission lines, and a reduction in impacts.
• Detail sheets updated (permit drawings 2 & 3)
• Site 1 (permit sheets 17&18) added riprap in the excavation area due to riprap pads at two
pipes. A driveway was added, which did increase the impacts from fill, but decreased the
mechanized clearing and excavation. The permitted total (1.16 acre) did not change.
• Site 3 (permit sheets) impacts increased from 29.33 to 29.42 acre (a change of 0.09) due
to driveway changes and an error in the previous calculation.
• Update to permit sheets 124 & 125. Changes were outside of impacted areas
• Update to permit sheets 130 & 131. Changes were outside of impacted areas
• Site 47, (permit sheets 142 & 143) pipe shortened to eliminate easement on property, HW
added. "Temporary Impacts in Surface Water" reduced by 0.01 ac. "Existing Channel
Impacts Temp." reduced by 10'.
Mailing Address: Telephone: [phone] Location:
NC DEPARTMENT OF TRANSPORTATION Fax: [phone] BIRCH RIDGE DRIVE
ENVIRONMENTAL ANALYSIS UNIT Customer Service: 1-877-368-4968 RALEIGH, NC 27610
1598 MAIL SERVICE CENTER
RALEIGH, NC 27699-1598
Website: www.ncdot.gov

Site 21 (permit sheets 148 &149) pipe outlet shifted. Fill increased, excavation
decreased, no change to total impacts permitted for site (0.85 acre).
Summary sheets are updated to reflect changes to impacts and date (permit sheets 165,
166 & 167). Permanent fill in wetlands is increased slightly from 98.66 to 98.75 acres.
Mechanized clearing is reduced from 11.43 to 11.38 acres. Changes at Site 47 caused
reductions in temporary surface water and temporary channel impacts.
Additional sheets have been prepared for the underground utility which requires
additional impacts in wetland Sites 1, 2 and 3. The permit drawings showed underground
utilities through these sections, but with no splice pits or hand holes, which are required.
These supplemental drawings were revised by Division 2 to show the permanent hand
holes and temporary splice pits with the total impacts required. These totals are not
included in the summary sheet prepared by Hydraulics Unit. Impacts shown on the
supplemental permit drawings are as follows:
= NE-03, 400 s.f. for splice pits and 15 s.f. for hand holes
= NE-04, 500 s.f. for splice pits and 30 s.f. for hand holes
= NE-05, 600 s.f. for splice pits and 30 s.f. for hand holes
= Additional total impacts needed = 1,575 s.f. (0.036 acre) of handclearing
for bore holes.
The net increase in permanent wetland impacts from these changes is approximately 0.04 acre.
An updated mitigation acceptance letter will be forwarded as soon as it is available.
Buffer Impacts:
• Site 7 (buffer sheet 13) reduced Allowable Zone 1 impacts by 281 s.f. The pipe was
shortened to eliminate easement on property, and a headwall added.
• Summary updated (buffer sheet 18 &19). Allowable Zone 1 impacts are reduced from
42,810 s.f. to 42,529 s.f. due to the changes at Site 7.
A copy of this modification request and its distribution list will be posted on the NCDOT website
at: httns://xfer.services.ncdot.eov/ndea/PennAons/
Thank you for your assistance with this project. If you have any questions or need additional
information, please contact Gordon Cashin at [e-mail] or [phone].
Sincerely,
DocuSigned by:
M C. Jz4f4'" III
AAAD1248B309416...
for Philip S. Harris III, P.E., C.P.M., Unit Head
Environmental Analysis Unit
cc: NCDOT Permit Application Standard Distribution List

li SHEET NO.
DETAIL A
SPECIAL CUT BASE DITCH
IN- ro Scale)
urol 3.� \ or FmM
Groun r / D 3\0�a1 DircM1
I ° Q Slope
UI Min. D= 2.0 F.
B= 8 Fr.
DETAIL F
LATERAL 'V' DITCH
IN- ro xole)
1 b Fill
Ground ./ D 1"iFr. Slope
Min. D= 0.5 F.
b= 5 Ft.
FROM -L- STA. 150+50 TO STA. 154+76 (RT)
DETAIL M
LATERAL BASE DITCH
(Norro xole)
b
NI -
Groun ,7./ D 3.� FillSlope
Min.
B= 2FI.
b= 5F.
FROM STA. 60+31 TO STA. 64+79 -Y3- (RT)
FROM STA. 250+09 TO STA. 253+89 -L- (RT)
DETAIL B
FALSE SUMP
( Not to Scale)
Median Ditch
9" 2'
ea Chan Below) � 20' GI
S - etc.
S=Ditch Slope CL Proposed Ditch
SEE PLANSHEETS FOR LOCATIONS
DETAIL G
STANDARD 'V' DITCH
(N.. Scale)
Norurol � r I
roan 3. D ,6.1
Groun
Min. D= Varies
FROM -L- STA. 247+15 TO STA. 247+24 (RT)
DETAIL N
STANDARD BASE DITCH
INof io Scala)
Noruml N.-I
.oun ./ D 3,\ roan
Min. D=r. Varies
B= 3F
FROM STA .50+30 TO STA. 51+45 -Y3- (RT)
FROM STA. 52+76 TO STA. 53+50 -Y4- LT)
FROM STA. 56+71 TO STA. 56+83 -Y4- ( T)
Details
DETAIL C
SPECIAL CUT DITCH W/EARTHEN BERM
( Not to Scale)
Natural E17 39
Ground BB r D 3\.\o6.1 Front
Ditch
Min. D= 2.0 Ft. u slope
B= 8 F,
.
1,_ 5 Ft.
FROM STA. 79+50 TO STA. 86+87 -L- (LT)
DETAIL H
LATERAL DITCH
I Norro Scale)
Norurol b Fill
Ground/ D 1"iFr. Slope
Min. D= 1 Ft.
b= 5 F1.
FROM STA. 165+23 TO STA. 169+60 -L- (RT)
FROM STA.219+40 TO STA. 223+55 -L- LT)
FROM STA.363+57 TO STA. 364+30 -L- RT)
DETAIL O
LATERAL BASE DITCH
(Notro Scale) b
Norurol
un 3,./ D FIII
Slope
Min.'F 1.OF1. B Fill above N.G. as
8= 3Fr. L.".! needed to de
6= SFr. provi
min. d=2.OF.
FROM STA. 47+45 TO STA. 50+30 -Y3- (RT)
DETAIL D
SPECIAL CUT BASE DITCH
I No to Scalel
onr
urol
Groun ! °+.1 Hat DRch
°D� F\o Slope
Min. D= 1.0 F,.
B= 8 Ft.
-KUM SIA. 33U+I/ IU
FROM STA.356+50 TO
DETAIL I
STANDARD 'V' DITCH
INor ro Scolel
Noruml N
/ Groun
roan J. D ,6.1
Min. D= 1.0 Ft.
FROM STA. 169+60 TO STA. 170+50 -L- (RT)
FROM STA. 550+75 (-213') TO STA. 551+46 (-182') -L- (LT)
DETAIL P
LATERAL BASE DITCH
( Nor ro Scala)
b
N r r
Groun Fill
Slope
e Min. D=r. 3H.
B= 3F
b= 5Ft.
FROM STA. 53+03 TO STA. 60+30 -Y3- (LT)
WETLAND AND SURFACE WATER IMPACTS
DETAIL S
SPECIAL LATERAL 'V' DITCH
I Norro Scole)
r l Fill
Ground 3;/ D S10
Min. D= 1.5Ft.
FROM STA. 65+16 TO STA. 73+89 -Y3- (RT)
FROM STA. 65+00 TO STA. 67+86 -Y3- (LT)
FROM STA. 63+00 TO STA. 65+86-RP2AC- �RT)
FROM STA. 53+50 TO STA. 58+30-RF2AC- R�T1)
FROM STA.37+45 TO STA.42+50 -SERVR0. (RT)
FROM STA. 48+90 TO STA. 53+92 -SERVR0. (RT)
DETAIL Y
SPECIAL CUT BASE DITCH
IN- ro Scale)
Norurol 3. Front
Groan / D DircM1
I °� I F\dot Slope
l� Min. D= 1.5 Ft.
B= 6 Ft.
FROM STA. 310+00 -L- TO STA. 313+00 -L- (LT)
DETAIL EE
SPECIAL LATERAL BASE DITCH
(Norro Scole) E..
Norurol
Ground D
Fill
Min. D= 1.0 Ft. SIuP
B= 3 Ft.
FROM STA. 464+23 TO STA. 464+54 -L- (LT)
FROM STA. 464+83 TO STA. 465+29 -L- (LT)
DETAIL T
LATERAL BASE DITCH
I Norro Sm1a)
b
N r r l
Groun 3./ D 31"iFt. FIII
Slop
e Min. D= 1.5Ft.
l.".! B= 2Ft.
6= S,
r.
FROM STA.41+56 TO STA. 45+65 -Y3- (LT)
FROM STA. 37+00 TO STA. 43+34 -Y4- (LT)
FROM STA. 38+00 TO STA. 43+50 -Y4- (RT)
FROM STA. 10+52 TO STA. 12+00 -Y4DR- (LT)
FROM STA. 45+26 TO STA. 49+73 -Y4- (RT)
FROM STA. 48+30 TO STA. 49+74 -Y4- (RT)
DETAIL Z
SPECIAL CUT BASE DITCH
(Norro Scale)
Norurol 3. From
Groan / D 3'� oc D'ncn
I °O I F\dot Slope
l� Min. D= 1.0 Ft.
B= 6 Ft.
FROM STA. 313+00 TO STA. 319+50 -L- (LT)
FROM STA. 329+67 TO STA. 330+40 -L- (LT)
FROM STA. 361+50 TO STA. 372+10 -1 (LT)
DETAIL FF
STANDARD 'V' DITCH
I Norro Scalel
Gral J_ NaNr
oun q./ 3.\ Ground
D
Min. D= 0.5F.
FROM STA. 153+37 TO STA. 153+63 -L- (LT)
FROM STA. 486+30 TO STA. 486+76 -1 (LT)
FROM STA. 21+18 (137') TO STA. 22+52 (117.3')-RP2CD- (RT)
DETAIL U
LATERAL BASE DITCH
IN- Ixale))
Nar rol �-
Groun D 1"Fr. FIII
MTSlope
B . D= 211.
3F.
b= SFt.
FROM STA. 60+30 TO STA. 62+00 -Y3- (LT)
FROM STA. 47+50 TO STA. 51+00 -Y3- (LT)
DETAIL AA
SPECIAL CUT BASE DITCH
I Nar ro Scale)
N rural 3. Front
Groan 3'� ct Ditch
D t\mot Slope
B= 3 F.
FROM STA. 342+60 TO STA. 345+56 -L- (RT)
FROM STA. 352+35 TO STA. 356+50 -L- (LT)
DETAIL GG
LATERAL BASE DITCH
(Norro Scole)
b
Norurol
FIII 'b' D .6.1 Ground
Slope
Min. D= e
b= 5 Ft.
FROM STA. 71+92 TO STA. 74+75-RP2AC- (FIT)
FROM STA. 519+38 TO STA. 520+10 -L- (LT)
DETAIL V
STANDARD BASE DITCH
( Nor ro Scale)
Naotural Nroural
Min. D= Varies
B= 2Ft.
FROM STA. 249+74 TO STA. 250+09 -L- (RT)
FROM STA. 10+20 TO STA. 10+71 -Y3- (LT)
FROM STA. 379+47 TO STA. 380+98.5 -L- (RT)
DETAIL BB
STANDARD BASE DITCH
I Nor ro Scale)
NaNral Nrouml
Groun
Min. D=1'
B=6 Ff.
STA. 402+97 -L- (143' RT) 5=0.245 %
STA. 403+42 -L- (120' RT) 5=0.213 %
STA. 21+17-RP2CD- (133' RT) 5=0.200 %
DETAIL HH
STANDARD BASE DITCH
(Norro Scale)
rural Noru�al
Groun ,�.\ ou
D
Min. D= 1.5 Ft. Bj
B= 4 F.
FROM STA. 8+75 TO STA.9+00-RP2CD- (LT)
+UU -L-
+50 -L-
DETAIL E
STANDARD BASE DITCH
I- ro Scale)
Noiural Norurol
Grounr �,� Groun
D p Bop
ro TB 1* TB
Georexrile g
Min. D=3.5 Ft.
B=12 Ff.
DETAIL J
TOE PROTECTION
I N. xale)
Grmo.nd b �3S\o9
d
d=2 Fr.
FROM STA. 214+74 TO STA. 218+15 -L- (RT)
FROM STA. 16+60 TO STA. 19+49-Y3RPB- (LT)
FROM STA.271+00 TO $TA. 273+10 -L- (RT)
FROM STA. 292+34 TO STA. 293+00 -L- (LT)
FROM STA. 470+00 TO STA. 471+20 -L- LT
FROM STA.470+00 TO STA. 471+00 -L- R
DETAIL Q
STANDARD BASE DITCH
I Norro Sc­)
Norurol Natural
roan D ,6.� roan
Min. D= 2.5F1.
B- 3F.
FROM STA. 52+60 TO STA. 52+92 -L- (LT)
PERMIT
DETAIL W
LATERAL 'V' DITCH
�DlSF,
lope
FROM STA. 269+75 TO STA. 278+50 -L- (LT)
DETAIL CC
SPECIAL LATERAL DITCH
(Norro Scalel /�(\/
Noruml ill F D `
G.ound 3./ D o' o Fill
FROM STA. 10+50 TO STA. 13+50 -DRI- (LT)
DETAIL II
STANDARD BASE DITCH
Nor ro Scole)
Natural N.-I
Groana d D .� - Graand
B M.-D- 111.
Mox.d- 1Ft.
'When B is < 6.0' B= SFr.
IT . of Liner= PSRM
FROM STA. 512+94 TO STA. 514+35 -L- (RT)
ENGINEER ENGINEER
INCOMPLE / E PLANS
DO NOT USE FOR W ACQUISITION
PERMIT DRAWING I
SHEET 2 OF 167
DETAIL L
LATERAL 'V' DITCH
(Norro Scolel
Natural 6 Fill
Ground ./ D 1"iFr. Slope
Min. D= Varies
FROM STA. 13+31 TO STA. 16+56-Y3RPB- (LT)
FROM STA. 267+67 TO STA. 271+88 -L- (RT)
DETAIL R
SPECIAL LATERAL 'V' DITCH
IN- Scole)
of Fill
Ground 3.7 3.ot Slope
D
Min. D= 1.OFt.
FROM STA. 68+34 TO STA. 73+89 -Y3- (LT)
FROM STA. 246+22 TO STA. 248+00 -L- (LT)
FROM STA. 58+00 TO STA. 59+25 -Y4- (RTJ
FROM STA. 469+33 TO STA. 470+27 -L-(L
FROM STA. 529+15 TO STA. 530+50 -L- (L
FROM STA. 531+50 TO STA. 533+55 -L- (L
FROM STA. 526+50 TO STA. 530+14 -L- (R
FROM STA. 32+80.84 TO STA. 33+38 SERVRD- RT)
FROM STA. 35+17 TO STA. 37 +1 0
-SERVRD- (R
FROM STA. 91+56 TO STA. 92+95 -RP2A- (LT)
FROM STA
. 42+50 TO STA. 48+90 -SERVRD- (R
FROM STA. 53+92 TO STA. 56+47 -SERVRD- 1R
FROM STA. 558+00 TO STA. 559+00 -L- (LT)
FROM STA,
10+25 TO STA.14+50-SERVEXT- L
FROM STA. 53+92 TO STA. 56+47 -SERVR0. R
FROM STA. 552+25 TO STA. 556+50 -L- (LT)
FROM STA. 16+00 TO STA. 17+80-SERVEXT- (LT)
DETAIL X
SPECIAL CUT DITCH
( Nor ro Scale)
Front
Ditch
I 3'� o Slope
Goand 3./ D F\met
Min. D= 1 Ft.
FROM STA. 309+00 TO STA. 313+25 -L- (RT)
DETAIL DD
SPECIAL LATERAL 'V' DITCH
I Nor ro Scalel
Natural ��Fill
Ground 3 o6ot Slope
D
FROM STA. 40+50 TO STA. 41+63-RP2AC- (RT)
DETAIL JJ
LATERAL GRASS SWALE
(No I. Scale)
b
NoNral ��
Ground 3./ D 3.� r"hr. Fill
Slope
I e I Min. D= 1.5 Fr.
F.
FROM STA. 509+37 TO STA. 517+00 -L- (LT)

PW SHEET NO.
DETAIL KK
SPECIAL LATERAL BASE DITCH
(Not to Scole)
Nat rol \ of Fill
Ground :7 D 3"� < Slope LBJ
F\o e
Min. D=1.5 H.
B=4 Ff.
FROM STA. 9+00 TO STA.11+65-RP2CD- (LT)
FROM STA. 563+25 TO STA. 565+50 -L- (LT)
DETAIL QQ
SPECIAL LATERAL BASE DITCH
(Not to Smle)
NaNral \ o< Fill
Ground D '��'\ Ne< Slope
F
B Min. D= 1.5 H.
B= 2 Ft.
FROM STA. 544+00 TO STA. 552+25 -L- (LT)
FROM STA. 562+50 TO STA. 563+25 -L- (LT)
DETAIL YY
PIPE OUTLET CHANNEL
(Not to Scale)
roan e't'�� roue
CHANNEL BED
(18 Hl
Length= 3OFt.
Est.= 100 Tons of Class I Rip -Rap
DETAIL FFF
STANDARD BASE DITCH
I NotN Scale)
Nafuml Noluml
Groum ,6.\ Groan
d D
Gemeaile B Min. D= Vori-
Max.d= 1Ff.
'when B is < 6.0' B= 2Ff.
Type of Liner= CLASS I Rip -RP
FROM STA. 34+12 TO STA. 34+47 -Y4 (RT)
D e t ciis (ccnto)
DETAIL LL
STANDARD 'V' DITCH
IN o110 Smle)
Natural N f r
Ground 3./ 3.\ Ground
D
Min. D= 1.5 Ft.
STA. 90+41 -RP2A- (LT)
FROM STA.12+15 TO STA 12+89-RP2CD- (RTI
FROM STA. 534+65 TO STA. 535+02 -L- (LT)
FROM STA. 536+53 TO STA. 536+74 -L- (LT)
FROM STA. 536+83 TO STA. 537+43 -L- (LT)
DETAIL RR
LATERAL BASE DITCH
(Nof to Scale)
b
Natural ~-
Ground 3.7 D 3.� 1?1. Fill
slope
" Min. 1 1.5F1.
3
B= F1.
6= 5,
t.
FROM STA. 53+50 TO STA. 54+50 -Y4 (LT)
STA. 11+00 -SERVEXT- S=0.286 %
DETAIL MM
STANDARD 'V' DITCH
IN- Swle)
NmVral � Noluml
m n .7 A.\ Ground
D
Min. D=1 Ff.
STA. 11+66 to 12+05-RP2CD- (LT)
DETAIL SS
SPECIAL LATERAL BASE DITCH
(Nato Scala)
NaNral \ F'll
Ground 4'/ D Slope
oryor
B MI..D= 1R.
B= 2F.
FROM STA. 34+57 TO STA. 41+17 -Y3- (LT)
FROM STA. 543+00 TO STA. 544+00 -L- (LT)
DETAIL NN
MEDIAN V DITCH
(Nm t. Scale)
Shoulder T Shoulder
mf 3.7 I OF' Poem
FI�OR
F
MIN D=1.0'
FROM STA. 162+00 TO STA. 167+00 -L- (MED)
FROM STA. 224+00 TO STA. 226+26 -L- (MED)
FROM STA. 434+50 TO STA. 450+50 -L- (MED)
FROM STA. 530+14 TO STA. 536+00 -L- (RT)
FROM STA. 537+00 TO STA. 579+00 -L- (RT)
FROM STA. 555+00 TO STA. 559+50 -L- IMED�
FROM STA. 566+47 TO STA. 575+00 -L- MED
FROM STA. 575+00 TO STA. 579+17.51 -L- (MED)
DETAIL TT
SPECIAL LATERAL BASE DITCH
IN- Smle)
Natural \ Fill
Ground :/ D 3' Slope
B Min. D= 1H.
8= 3Ft.
FROM STA. 34+57 TO STA. 37+79 -Y3- (RT)
DETAIL 00
STANDARD 'V' DITCH
I Nof fo Scale)
Natu.1 1 Nafurol
ro n 47 A.\ Ground
D
Min. D=1.25 k.
STA. 533+55 -L- (LT) S=6.8 %
DETAIL UU
SPECIAL LATERAL BASE DITCH
( Nof ro Scale)
NaNral \ Fill
Ground :I D %' Slope
° er
B Min. D= 111.
6= 3Ft.
FROM STA. 38+60 TO STA. 41+50 -Y3- (RT)
DETAIL PP
SPECIAL LATERAL'V' DITCH
I- Scale)
Fill
Ground p.'pc slope
D
FROM STA. 559+00 TO STA. 562+50 -L- (LT)
DETAIL WW
SPECIAL LATERAL BASE DITCH
I Not fo Scale)
Nafurol \ Fill
Ground D oa' Slope
Dyer
u Min. D= 1.5Ff.
B= 2k.
FROM STA.34+23 TO STA.37+00 -Y4 (LT)
FROM STA. 34+47 TO STA. 38+00 -Y4- (RT)
FROM STA.12+00 TO STA. 15+70 -Y4DR- (LTI
FROM STA.12+00 TO STA.15+70 -Y4DR-(LTT
DETAIL ZZ DETAIL AAA DETAIL CCC DETAIL DDD DETAIL EEE
DITCH BLOCK SPECIAL LATERAL 'V' DITCH SPECIAL CUT BASE DITCH LATERAL BASE DITCH STANDARD BASE DITCH
(NO} to $COI¢) (Nof N Scolel IN- N Scale) I Notro Scale) I NM
to Scale)
6' m b
HS• Elevation=11.0' shdr�. Jwidth Nafuml \ Front -� Noluml Noluml \ Natural
Dirch ?. 3.7 D 3.\ Groan
0/ Servim Rd 3.y °',o ac sl°P. D SIoPe Slope
D o Min. D= 1.0 Ff. e Min. D=Varies
Dlxh Eint piLBN EOT �". Min. D= 1.0 Ft. B= 5 Ff. _.�
p B= 8 Ft. b= 5 Ft. B=5 Ft.
°Y""°I I STA. 6+14 to 7+27 -RP2C-
STA. 58+77 -Y4 (LT) FROM STA. 41+63 TO STA. 48+50-RP2AC(RT) FROM STA. 341+50 -L- TO STA. 347+63 -L- (LT) FROM STA. 7+27 TO STA. 8+36 -RP2C- (RT) STA. 72+02 to 72+50-RP2AC- (RT)
-
DETAIL GGG DETAIL HHH DETAIL MMM
SPECIAL LATERAL BASE DITCH SPECIAL LATERAL BASE DITCH SPECIAL CUT BASE DITCH
(Natty Scale) (Not to 5m1e) (Naha Swle)
Ground Sllope Ground 3� Drat Slope Gmun 3'� oft Ditch
D D f� oyo D Pia Slope
Min. D= 1.5Ft. L B= Min. D= 0.5F1. U Min. D= 2.5 Ft.
B= 3H. B= 3Ft. B= 5 H.
FROM STA. 54+50 TO STA. 58+66 -Y4- (LT) FROM STA. 56+83 TO 58+00 -Y4 (RT) FROM STA. 33+48 TO STA. 36+78-RP1CD- (RT)
DETAIL PPP DETAIL QQQ DETAIL RRR DETAIL SSS
SPECIAL CUT BASE DITCH MEDIAN V DITCH SPECIAL CUT BASE DITCH SPECIAL LATERAL BASE DITCH
IN- ro 5-16) ( Not N Smle) (Nol m scale) (Not ro Scale)
Noluml 3Front Shoulder Shoulder N t \ oc m 6�7 F, Point Noluml .37 \ 01 Front r Fill
3' Yrc DBch Fo O \O roan 3' �e1 Dirch Ground .7 Slope
.Dun eep P° a sop. 7ryarR D nF del (4II eeDII F\o slope D
4BJ Min. D= 1.5 FI. " Min. D=Varies " Min. D= 2Ff.
B= 8 FI. MIN D=1.0 Ft B= 8 H. B= 3Ft.
-RP1AB- FROM STA. 20+50 TO STA. 22+70-RP1AB- (MED) FROM STA. 7+50 TO 12+50-RP1CD- (RT) FROM STA. 32+60 TO STA. 74+26 -L- (RT) FROM STA. 62+00 TO STA. 65+00 -Y3- (LT)
DETAIL T3
TEMP. SPECIAL LATERAL 'V' DITCH
( Not to Scolel
Nafuml \ Fill
Ground 3'y 3o8`g1 Slope
Fp ear D F
FROM STA. 68+42 TO STA. 69+16-Y3DET- LT
FROM STA. 66+50 TO STA. 69+16-Y3DET- RT
DETAIL T4
TEMP. SPECIAL LATERAL 'V' DITCH
(Not to Scolel
Noluml \ Fill
Ground 3'y 3p�``g1 slope
Foy 4 p
FROM STA. 53+10 TO STA. 54+50-Y3DET- (LTJ
FROM-Y3DET- STA. 61+00 TO STA. 67+93 LT)
DETAIL T7
SPECIAL LATERAL BASE DITCH
(No1 fo Scale)
Nafuml 3,\ Fill
Ground/ D Slope
� �
LBJ Min.D= lH.
B= 2F1.
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Revised March 10, 2020
WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPAG 16 SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
1
42+12 TO 54+15 -L- RT
ROADWAY FILL
0.59
0.32
0.25
2
57+70 TO 76+06 -L- RT
ROADWAY FILL
2.68
1.65
0.73
0+00 TO 33+68-RP 1CD- RT
3
70+94 TO 122+68 -L- RT/LT
ROADWAY FILL
26.03
0.32
3.07
22+61 TO 29+63-RP1AB- LT
4
127+97 TO 132+42 -L- LT/RT
ROADWAY FILL
1.53
0.09
5
136+88 TO 140+23 -L- LT/RT
ROADWAY FILL
0.10
0.06
0.07
0.08
6
138+19 TO 149+15 -L- LT/RT
ROADWAY FILL
5.17
0.37
7
154+60 TO 163+94 -L- LT/RT
ROADWAY FILL
2.52
0.32
8
167+89 TO 168+21 -L- LT/RT
ROADWAY FILL
0.02
< 0.01
9
170+05 TO 197+19 -L- LT/RT
Dual Bridges; 12@ 135', 72" MBT
4.90
0.64
3.95
10
197+45 TO 210+28 -L- LT/RT
ROADWAY FILL
6.69
0.55
11
211+31 TO 218+97 -L- LT/RT
ROADWAY FILL
2.82
0.21
12
218+39 TO 224+77 -L- LT/RT
ROADWAY FILL
2.46
< 0.01
0.16
13
229+73 TO 238+69 -L- LT/RT
ROADWAY FILL
6.85
0.37
14
7+87 TO 11+18-Y3RPB- LT/RT
72" RCP, BURIED
0.83
0.16
0.05
< 0.01
337.9
56.1855
15
12+60 TO 13+72-Y3RPB- LT/RT
ROADWAY FILL
0.32
0.03
16
237+79 TO 244+33 -L- LT/RT
72" RCP, BURRIED 1'
2.42
0.22
0.03
< 0.01
200.9
58.8936
17
52+61 TO 53+18-Y3DET- LT/RT
72" RCP, BURRIED 1'
0.04
0.01
0.01
0.03
0.02
129.7
88.99
17A
52+61 TO 53+18-Y3DET- LT/RT
60" TEMP PIPE
0.05
0.01
18
20+55 TO 24+91-Y3RPD- LT/RT
ROADWAY FILL
0.98
0.02
0.10
18A
55+30 TO 57+16-Y3DET- LT/RT
TEMP DETOUR
0.15
0.03
19
16+94 TO 17+92-Y3RPD- LT/RT
84" RCP, BURIED 1'
0.09
0.05
0.06
< 0.01
261.2
44.1
TOTALS:
j 67.06
j 0.20
j 2.38
7.41
1 4.07
1 0.16
0.04
930
248
0
"Rounded totals are sum of actual impacts
NOTES:
Bridge Impacts at Site 9: 0.02 acres for Temporary Bents, <0.01 acres for all permanent bents.
2016 09 09

Revised March 10, 2020
WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
20
57+34 TO 62+48 -Y3- RT
ROADWAY FILL
1.46
0.10
0.18
21
58+29 TO 63+51 -Y3- RT
ROADWAY FILL
0.56
0.21
0.08
21A
58+89 TO 64+03Y3DET- LT/RT
TEMP DETOUR
0.25
0.11
0.12
22
267+83 TO 273+90 -L- LT/RT
84" RCP, BURIED 1'
0.86
0.12
0.05
0.01
583.6
61.1099
23
280+57 TO 293+27 -L- LT/RT
Dual Bridge; 7 @ 135', 72" VIBI
1.03
0.15
3.05
24
308+19 TO 314+60 -L- LT/RT
42" RCP
0.74
0.04
0.06
25A
328+41 TO 336+80 -L- LT/RT
2@ 72" RCP, BURIED 1'
1.80
0.10
0.12
25B
325+13 TO 325+48 -L- RT
ROADWAY FILL
< 0.01
< 0.01
26
337+97 TO 342+81 -L- RT
72" RCP, BURRIED 1'
0.48
< 0.01
0.11
27
340+63 TO 344+93 -L- LT
72" RCP, BURRIED 1'
0.75
0.08
0.05
28A
348+96 TO 349+65 -L- RT
ROADWAY FILL
0.01
0.02
28B
351+33 TO 352+19 -L- RT
ROADWAY FILL
< 0.01
0.02
29
355+33 TO 357+51 -L- LT
ROADWAY FILL
0.03
0.07
0.04
30
355+83 TO 357+47 -L- RT
ROADWAY FILL
0.27
0.04
31
373+16 TO 380+23 -L- LT/RT
ROADWAY FILL
2.22
0.07
0.32
32
392+99 TO 399+33 -L- LT/RT
ROADWAY FILL
0.56
0.15
33
408+22 TO 408+87 -L- LT
ROADWAY FILL
< 0.01
0.01
34
409+25 TO 409+75 -L- RT
ROADWAY FILL
0.18
< 0.01
35A
432+62 TO 449+72 -L- LT/RT
ROADWAY FILL
5.49
0.77
35B
450+94 TO 454+47 -L- LT/RT
ROADWAY FILL
0.71
0.11
36A
456+65 TO 461+70 -L- LT/RT
84" RCP, BURIED 1'
0.79
0.15
36B
462+57 TO 464+60 -L- LT/RT
ROADWAY FILL
0.50
0.02
0.05
37
468+85 TO 486+94 -L- LT/RT
ROADWAY FILL
3.43
0.01
0.50
SUB TOTALS THIS SHEET':
21.90
0.25
0.80
2.47
3.77
0.05
0.01
584
61
0
"Rounded totals are sum of actual impacts
NOTES:
Bridge Impacts at Site 23: 0.04 acres for Temporary Bents, <0.01 acres for all permanent bents.
i

Revised March 10, 2020
WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
38A
489+64 TO 493+80 -L- LT/RT
ROADWAY FILL
0.49
0.03
38B
496+92 TO 498+23 -L- LT/RT
ROADWAY FILL
0.30
0.06
39
507+39 TO 518+70 -L- LT/RT
2 @ 10'X8' RCBC
2.99
0.07
0.20
0.22
0.03
984.87
116.37
40
RP2AC/RP2A/LP2A
ROADWAY FILL
5.38
0.12
0.78
41
41+40 TO 47+97-RP2AC- LT/RT
EXTEND 3@ 9'X7' RCBC
0.03
0.12
0.05
0.08
48.71
56.79
42
34+08 TO 37+91 -Y4- LT
72" RCP, BURIED 1'
0.01
0.04
0.06
< 0.01
< 0.01
20.43
11.6
43
33+80 TO 35+02 -Y4- RT
72" RCP, BURIED 1'
< 0.01
0.01
0.04
< 0.01
< 0.01
41.75
10.35
44
51+17 TO 53+70 -Y4- LT
2 @ 84" RCP, BURIED1'
0.24
0.02
0.09
0.02
< 0.01
121.5
10.7
45
50+49 TO 57+08-Y4DET- LT/RT
2 @ 84" RCP, BURIED1'
0.35
0.12
0.04
0.02
116.4
98.9
45A
50+47 TO 57+03-Y4DET-
TEMP DETOUR
0.51
0.19
46
533+11 -L- RT
30" RCP
< 0.01
< 0.01
10.0
16.0
47
563+36 -L- RT
36" RCP
< 0.01
12.0
SUB TOTAL THIS SHEET:
9.79
0.51
0.27
1.50
0.19
0.34
0.13
1356
321
SUB TOTAL SHEET 1:
67.06
0.20
2.38
7.41
4.07
0.16
0.04
930
248
SUB TOTAL SHEET 2:
21.90
0.25
0.80
2.47
3.77
0.05
0.01
584
61
TOTALS*:
98.75
0.96
3.45
11.38
8.03
0.55
0.18
2869
630
0
*Rounded totals are sum of actual impacts
NOTES:
At Site 45/45A, 0.03 acre of Temporary Fill in Wetlands in the Hand Clearing area for erosion control measures.
2016 09 09

Revised March 10, 2020
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DEPARTMENT OF AGRICULTURE
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DB 336 — PG 9
DB 336 — PG 72
7375.2 AC (DEED)
0
L
PI Sto 58 +21.81
Z� =
38° 0/" 15.2" (LT)
D =
/* 53" 54.5"
L =
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T =
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R =
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SE
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DEPARTMENT OF AGRICULTURE
CROATAN NATIONAL FOREST
DB 336 -PG 9
DB 336 - PG 72
7375.2 AC (DEED)
(j)
PROJECT REFERENCE NO
R-1015
P/W SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
NE -03
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL I
UNLESS ALL SIGNATURES COMPLETED
47ppg FALLS OF SUITE 300
gR6NO.IAR0LIMA",?'
moffatt & nichol ig, 6cV0CE 9 ) -4869FAX
NC License
NO.: F-0105
SEE SHEET 50 FOR PROFILE -L -

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Revised March 10, 2020
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0 = 38° 0/' 15.2" (LT)
D = l° 53' 54.5"
E_ _ L = 2,002.7/'
-E T - 1,039.80'
R = 3,018.00'
SE = 0.06
/ RO = 330' (339')
/ DS = 65 mph ;
�PSt�lA /
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/ DEPARTMENT OF AGRICULTURE
CROATAN NATIONAL FOREST Pls Sto 1 +27.66
DB 336 - PG 9 es = 2` 15' 20.7°
/ DB 336 - PG 72 es = 3° 55' 48.1"
7375.2 AC (DEED) Ls = 234.00"
LT = 127.66'
1 ) ST = 106.56"
DEPARTMENT OF AGRICULTURE
CROATAN NATIONAL FOREST
Pl Sto 6 +71.71
A
= 28° 46' 49.2" (LT )
D
= 3° 21' 30.6"
L =
856.94"
T
= 437.71"
R ^
= 1,706.00"
PROJECT REFERENCE NO
ROADWAY DESIGN
ENGINEER
SHEET NO.
DOCUMENT NOT CONSIDERED FINAL I
UNLESS ALL SIGNATURES COMPLETED
4700 FALLS OF NEUSE ROAD. SUITE 300
,,,, m o f fa tt & n i c h o l RAL EION. NORTH CAROLINA 1-486
t919) 781-4626 VOICE [phone] FAx
NC License NO.: F-0105

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PROJECT REFERENCE NO. SHEET NO.
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STATION -RFICD- 5+5/ TO 11+00 RT /
/ E
E /
-RP/B - E
Pl Sto 6 +7/.7/
Pls
Sto 11 +68.98 Pls
Sto 14 +76.99 --P4-S-t-a- 19 +46.74
Pls
Sto 23 +98.64
A = 28° 46' 49.2" ILTI
6s
= T 55' 45.9" (9s
= 4° " A = 29° 52' 36.5" IRTI
(9s
= 4° 25' 31.0"
D = 3° 21' 30.6"
Ls
= 234.00' L
.
28.00' D = 30 52' 54.6"
Ls
= 228.00"
L = 856.94"
LT
= 156. LT
= 152.05" L = 769.66"
LT
= 152.05'
T =
437.7/' ST - .03' ST
= 76.04'
T = 393.79' ST = 76.04'
R
= 1,706.00"
R = 1,476.00"
SE
-= .06E
SE = 0.06
- 234.00'
RO = 228.00'
SRO
DS
= 50 mph
DS = 50 mph s
E /
Pls Sto 78 +66.36
P1 Sto 89 +47.37
Pls
Sto 99 +69.02
(9s = 3° 42' 07.2"
A = 34° 58' 57.1"
l LT ) (9s
= 3° 42' 07.2"
Ls = 390.00'
D = 1° 53' 54.5"
Ls
= 390.00'
LT = 260.06"
L = 1,842.67"
LT
= 260.06'
ST = 130.05'
T = 951.07"
ST
= 130.05'
R = 5,018.00'
SE = 0.07
RO = 350.00'
DS = 70 mph
0
0
N
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Pls Sto 1 +28.02
(9s = 10 48' 34.4"
(9s = 280 25' 38.6"
Ls = 195.00"
LT = 128.02"
ST = 70.92'
-LPIB -
Pl Sto 9+18.76
PIS
Z� =
149" 32' 49.5" (RT )
(9s
D =
29° 05' 02.9"
Ls
L =
5/4.19'
LT
T =
723.76"
ST
R =
197.00"
SE
= 0.075
RO
= 135.00'
DS
= 25 mph
N
Sto 7 +75.74 Pls Sto 4 +74.02
= 28° 21' 25.4" (9s = l° 50' 0/.2"
= 195.00' Ls = 231.00"
_ l3/.7/' LT = 154.01"
= 66.56' ST = 77.0/'
DEPARTMENT OF AGRICULTURE
CROATAN NATIONAL FOREST
DB 336 - PG 9
DB 336 - PG 72
7375.2 AC (DEED)
(j)
-RFICD -
Pl Sto 9+36.75
PIS
=
12° 12' 05.4" (LT)
(9s
D =
1° 35' 15.3"
Ls
L =
768.56"
LT
T =
385.74"
ST
R =
3,609.00"
SE
= 0.03
RO
= 23/.00' 1108'l
DS
= 50 mph
Sto 13 +96.57
= l° 50' 0/.2"
= 23/.DO'
= 154.0/'
77.0/'
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DB 336 -PG 72
7375.2 AC (DEED)
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SEE
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52 FOR
PROFILE -L-
SEE
SHEET
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SEE
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72 FOR
PROFILE
-RPIAB-
SEE
SHEET
76 FOR
PROFILE
-RPICD-
SEE
SHEET
77 FOR
PROFILE
-LPIB-
GRAPHIC SCALE
0 5.0 100
PLANS
LOCATION:
RW SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
,,,,moffatt & nichol
,ti
4700 FALLS OF NEUSE ROAD. SUITE 300
RALEIOH, NORTH CAROLINA 27609
(919) 781-462 VOICE (9 9) 781-4869 FAX
NC License NO.: F-0105
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US 70 (HAVELOCK BYPASS)
FROM SOUTH OF CARTERET /CRAVEN COUNTY LINE
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TIP NO.:
R-1015
DESIGNED BY:
DGM
CHECKED BY:
TRR
COUNTY:
DATE:
CRAVEN
6 /18 /2018

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DEPARTMENT OF AGRICULTURE
CROATAN NATIONAL FOREST
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UNKNOWN OWNER
SPECIAL LATERAL
V DITCH
SEE DETAIL PP
N 509' 38.7' W
TDE 7
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ST. 14
36" RCP -III
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SHIRLEY BELANGIA POWELL
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ALLOWABLE IMPACTS ZONE 1
- SPECIAL LATERAL 4' BASE DITCH
SEE DETAIL KK
MEDIAN 'V' DITCH
UNKNOWN OWNER
18' CONC 1 11' CONC 20' CONC
T
1 RETAIN PIPE RETAIN PIPE 1
1 1 11 1;
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ROBERT B. HARDISON
BUFFER DRAWING
SHEET 13 OF 20
RAYMOND W.HARDI
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-- — — --
------ — — — — — --
EST.2 TONS
EST. 7 SYEST. 7 Sy GF�3915�EST.2 TONS 3916TONS 3916
EST. 7 SY GF
EMMA CATON BELANGIA
DETAIL NN
MEDIAN 'V' DITCH
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ROADWAY DESIGN
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SEE SHEETS 69 F R PROFILE -L-
SEE SHEETS 93 OR PROFILE-SERVEXT-
SEE SHEETS 2D-I THRU 2D-2 FOR DRAINAGE DI ,CH DETAILS

Revised March 10, 2020
BUFFER IMPACTS SUMMARY
IMPACT
BUFFER
REPLACEMENT
SITE NO.
STRUCTURE SIZE /
TYPE
STATION
(FROM/TO)
TYPE
ALLOWABLE
MITIGABLE
ROAD
CROSSING
BRIDGE
TEMP ROAD
CROSSING
ZONE 1
(ft)
ZONE 2
(ft)
TOTAL
(ft2)
ZONE 1
(ft)
ZONE 2
(ft)
TOTAL
(ft)
ZONE 1
(ft)
ZONE 2
(ft)
1
12 @ 135' Dual Bridge
-L- 170+00 to
X
11874
8173
20048
-L- 176+39
2
72" RCP-V, Buried 1'
-Y3RPB- 8+09 to
X
21342
12842
34184
-Y3RPB- 9+96
3
72" RCP-V, Buried 1'
-L- 242+20 to
X
20168
13088
33256
-L- 245+59
3
Temp. Detour
-L- 245+59 to
X
4312
2113
6425
-L- 246+42
4
84" RCP-V, Buried 1'
-Y3RPD- 16+26 to
X
17227
9603
26830
-Y3RPD-18+42
5
7@ 135' Dual Bridge
-L- 287+68 to
X
11674
7869
19544
-L- 290+04
6
2 @ 10'X8' RCBC
-L- 509+18 to
X
55373
29278
84651
-L- 511+11
7
36" RCP
-L- 563+14 to
X
135
-L- 563+54
8
72" RCP -IV, Buried 1'
-Y4- 33+67 to
X
3321
1827
5148
-Y4- 34+86
9
2@ 84" RCP, Buried 1'
-Y4- 51+04 to
X
12648
6275
18923
-Y4- 52+99
ESUBOTAL:
::31:3:1J719982
51164
126759
71086
197845
NOTE: Site 9: Zone 1 Mitigable Impacts include 331 sgft of Bank Stabilization.

Revised March 10, 2020
BUFFER IMPACTS SUMMARY
IMPACT
BUFFER
REPLACEMENT
SITE NO.
STRUCTURE SIZE /
TYPE
STATION
(FROM/TO)
TYPE
ALLOWABLE
MITIGABLE
ROAD
CROSSING
TEMP ROAD
CROSSING
PARALLEL
IMPACT
ZONE 1
(ft)
ZONE 2
(ft2)
TOTAL
(ft)
ZONE 1
(ft)
ZONE 2
(ft)
TOTAL
(ft)
ZONE 1
(ftZ)
ZONE 2
(ft2)
9
DETOUR
-Y4DET- 51+85 to
X
5555
4250
9805
-Y4DET- 54+45
10
3 @ 9'X7' RCBC
-RP2AC- 43+26 to
X
5656
2116
7773
-RP2AC- 46+15
SUB TOTAL FROM THIS SHEET:
11212
6366
17578
SUB TOTAL FROM SHEET 18 :
31317
19982
51164
126759
71086
197845
TOTAL:
42529
26348
68742
126759
71086
197845