20120992 Ver 1_Application_20121026

r
SalA
wiqr
NC DENR
North Carolina Department of Environment and Natural Resources
Dn,ision of Wdtcr Quality
Beverly Eaves Perdue Coleen H Sullins Dec Freeman
Governor Director Se'retary
Attachment L Low Impact Bridge Replacement Process
Low Impact Bridge Project No 17BP 2 R 38 County Beaufort
Bridge No 173 over Bear Creek WBS Element Number 17BP 2 R 38
This project is subject to the Low Impact Bridge Process as agreed to on October 6
2009 This project meets the documentation requirements and approval procedures
under NEPA as defined by FHWA for Low Impact Bridge Replacements This project
meets the standards of NCDOT s Minimum Criteria Rules
Date October 22 2012
Applicant Name Department of Transportation I 2 9 9 2,....
Applicant Address P 0 Box 1587
Greenville, NC 27835
Primary Contact for Project Jav B Johnson
Phone No 252-439-2800
Is this an after the fact application Yes X No
River Basin Tar Pamlico
Stream Classification C. NSW
r
Regulatory Authorization Options for this Activity
Federal USAGE Nationwide General Permit 3—Maintenance
State General Water Quality Certification #3687 and/or Buffer Authorization
Local None
Project Description—Beaufort 173 17BP 2 R 38 SR 1163 Bear Creek Road over Bear Creek
Bridge to Bridge replacement Existing 69 Timber Bridge will be replaced with a 107_5_CQred Slab -
Bridge Stormwater will diffuse flow through vegetated uplands before entering stye [ 1 N��"✓J L5 y�
Weep Holes on the Proposed Bridge tt55 U
OCT2 � c012
Signature -c,-^---
1 DENR WATER QUALITY
Print Name y B oh 1n ' Wetland & ,y.water Branch
Title Division Environmental Officer Division 2
—r rsoolati r renting Unit n11i,
i'''ak i r I oarvlc (miter Ralf i th North Cnroirn 2 69-1 16.)0 Not th Cal of na
Lo I K n 12^Cr Ibtreu BILrri Raiuigii North L rohrio /604 ;` �� t� rally,
Rhone 919 r i 1 B61 F4 919 r'ir+� � dS A(�jJ
Irtelnet http't in r or st rte r c u nrwctrandsr
r cqur1 1 out Affirm itne of F ipr

Low/Minimal Impact Bridge Project Data Sheet
TIP NO 17BP 2 R 38
WBS 17BP 2 R 38
County Beaufort
Bridge Number 60173
Description SR 1163 —
Bear Creek
Basin 1 ar Pamlico
Classification C NSW
Stream SIN 28 102
Type perennial/inland
Size(width&depth) 54 x 6
Type .1 ,r t/8 1 a,1/ 16 10 1@j78
Existing Structure Size 69
Suff Rating 75 8
Proposed Structure Type Bridge Cored Slab
Size (lengthxwidth out out) 105 x 30
Stream USACE Impacts(LF) 0 LF
Non 404 Impacts(LF) 0
USAGE Impacts(AC) >01 AC(288 SF)
Wetlands Non 404 Impacts(AC) 0
CAMA Impacts(AC) 0
NC DWQ Buffers Impacts(SF) 0
Buffer Application Required(>40ft)(YIN) N
_
NC DWQ StormWater Permit Required(YIN) No
Habitat(yin) No Habitat
T&E Species Present BE RCW SJV
Bio Conclusion No Effect
Moratorium Type (per WRC) YPs
Dates Feb 15 June 15
Native/Hatchery No
Trout Waters Trout Species Present No
Trout Conditions(YIN) No
WRC Reviewer N/A
CAMA AECs No
Essential Fish Habitat(yin) No
Nay Opening Canoe
USCG Permit No
Historic Properties No
Archaeological Resources No
Tribal Lands No
4(f) Resources No
6(f)LLWCF] Resources No
Wild and Scenic River No
Forest Service Lands No
TVA Area No
FEMA Buyout No
FEMA Flood Study Yes
USTs Haz Mats No
Relocatees No
Location LAT 35 5331
LONG 77 13420
Project Comments Redelineated Flood Study Flood
Zone AE
omplete• •y
aktk , - /0ao? r4
Lea i Engineer olis ate
g-
D isyio 1 I ironmental Officer Pate
• E BE Bold Eagle WIM West Indian Manatee
r SM River Spinymussel
10/2212012

PREL IMINARY JURISDICTIONAL DFTFRMINATION FORM
BACKGROUND INFORMATION
A REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
DETERMINAT ION (JD) 10/23/12
B NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD
NCDOT
Jay Johnson- Division 2 DEO
Post Office Box 1587
Greenville, North Carolina 27835
C DISTRICT OFFICE, FILE NAME,AND NUMBFR Wilmington (Washington Field
Office) NCDOT Bridge Beaufort#173 TIPIWBS 17 BP 2 R 38 Bridge to bridge
replacement
D PROTECT LOCATION(S) AND BACKGROUND INFORMATION The project is
located on NCSR 1163 Bear Cret.k Road over Bear Creek in Beaufort County
(IF NFCFSSAR', USE TIIF ATTACHED FABLE TO DOCUMENT MULTIPLE
WATERBODIES AT DWFEREN I SITES)
1 State NC County Beaufort City
2 Center coordinates of site(]at/long in degree decimal format)
Lat 35 532997/Long 77 134196
3 Name of nearest waterbody Tar Pamlico
4 Identify(estimate) amount of waters in the review area
Non-wetland waters linear feet 100 and/or acres
i)Cowardm Class(es) Riverine
ii) Stream FIow Perennial
b Wetlands 2 acres
t)
Cowardm Class(es) Riverine
7 Name of onsite water bodies identified as Section 10 waters
(❑ Tidal
® Non Tidal
1

E REVIEW PERFORMED FOR SITE EVALUATION(CHECK A I THAT
APPLY)
❑ Office(Desk) Determination/ Date
held Determination/Date(s) 10/1/12
2

1 The Corps of Engineers believes that there may be jurisdictional waters of the United States
on the subject site,and the permit applicant or other affected party who requested this
preliminary Jll is heieby advised of his or her option to request and obtain an approved
jurisdictional determination(JD) for that site Nevertheless the permit applicant or other person
who requested this preliminary JD has declined to exercise the option to obtain an approved JD
in this instance and at this time
2 In any circumstance where a permit applicant obtains an individual permit or a Nationwide
General Permit (NWP) or other general permit verification requiring 'pre construction
rotification" (PCN) or requests verification for a non-reporting NWP or other general permit,
and the permit applicant has not requested an approved JD for the activity the pei mit applicant is
hereby made aware of the following (1)the permit applicant has elected to seek a pernut
authorization based on a preliminary JD which does not make an official determination of
jurisdictional waters (2)that the applicant has the option to request an approved JD before
accepting the terms and conditions of the perm t authorization_ and that basing a permit
authorization on an approved JD could possibly result in less compensatory in ligation being
required of diffeient special conditions, (1) that the applicant has the right to request an
individu it permit rather than accepting the terms and conditions of the NWP or other general
permit authoi tzar ion,(4)that the applicant can accept a permit authorization and thereby agree to
comply with all the terms and conditions of that permit including whatever mitigation
requirements the Corps has oetermined to be necessary (5)that undertaking any activity in
reliance upon the subject permit authorization without requesting an approved JD constitutes the
applicant's acceptance of the use of the preliminary JD but that either form of JD will be
processed as 'con as is practicable (6) accepting a permit authorization(e g signing a proffered
individual permit) or undertaking any actin ity in reliance on any form of Corps permit
authorization based on a preliminary TD constitutes agreement that all wetlands and other water
bodies on the site affected in any way by that activity are jurisdictional waters of the United
States and precludes any challenge to such jurisdiction in any administrative or judicial
compliance or enforcement action or in any administrative appeal or in any Federal court and
(7) whether the appl cant elects to use either an approved JD or a preliminary JD,that JD will be
processed as soon as is practicable Further an approved JD a proffered individual permit (and
all terms and conditions contained therein) or individual peinut denial can be administratively
appealed pursuant to 33 C F R Part 331, and that in any administrative appeal jurisdictional
issues can be raised(see 33 C I R 331 5(a)(2)) If, during that administrative appeal, it becomes
necessary to make an official determination whether CWA jurisdiction exists over a site or to
provide an official delineation of jurisdictional waters on the site the Corps will provide an
approved JD to accomplish that result as soon as is practicable
This preliminary JD finds that there may be waters of the United States on the subject project
site and identifies all aquatic features on the site that could be affected by the proposed activity,
based on the foliou.ing information Major Rivers which are section 10 waters
F SUPPORTING DATA Data reviewed for preliminary JD (check all that apply-
checked items should be induced in case file and, where checked and requested
appropiiately reference sources below)
3

El Maps plans plots or plat submi'ted by or on behalf of the
applicant/consultant 10/1/12
❑ Data sheets prepared/subniitted by or on bchali of the applicant/consultant
Li Office concurs with data sheets/delineation report
❑ Office does not concur with data sheets/delineation report
❑ Data sheets prepared by the Corps
❑ Corns navigable waters study
❑U S Geological Survey Hydrologic Atlas
❑ USGS NHD data
❑ USGS 8 and 12 digit HUC maps
U S Geological Survey, map(s) Cite scale & quad name Washington
(E USDA Natural Resouices Conservation Service Soil Surtiey
❑ National wetlands inventory map(s) Cite name
Lf Stan/Local wetland inventory map(s)
❑ FEMA/FIRM maps
❑ 100 year Floodplain Elevation is (National Geodectic Vertical Datum of 1929)
❑ Photographs❑ Aerial(Name&Date)
or El Other(Name& Date)
Li Previous determinations) File no and date of response letter
Other infoiniation(please specify) Survcy drawing and NCDOT Environmental Officcr
conducted on site JD
IMPORTANT N it fF The information recorded on this tormn has not necessarily been
verifedb. the Cori s and should not be relied ia.inn for later;urisdictional determinations
L.:; ,ice;..., /0 '3/4;z
Signature and date Signre« *Mate j
Regulatory Project Manager Per, r * ding preliminary JD
(REQUIRED) (REQUIRED,unless obtaining the
signature is impracticable)
4

.A eV F.. . .r-�. .—_-_ - - - I t'. .. - - - I /' -�L .. _ -_ - -.
BEAUFORT 173
EXISTING 69'LONG x 29.3' WIDE(OUT TO OUT) BRIDGE WITH
RC FLOOR ON TIMBER CAPS AND PILES BRIDGE TO BRIDGE REPLACEMENT '
SR 1163, BEAR CREEK ROAD OVER BEAR CREEK TAR-PAMLICO RIVER BASIN
WASHINGTON USGS QUAD MAPAND SHEET NUMBER 6
OF THE SOIL SURVEY OF BEAUFORT COUNTY LOWER TAR RIVER 03020103
WBS ELEMENT NUMBER 17BR2.R.38 FIRM PANEL 5655 J
BEAR CREEK C NSW NOVEMBER 17, 2011 MAP NUMBER 3720565500 J -
•-sue �� �`' ��
ESL. t�� - BEAUFORT 173
ht,,� __ 1 r Y=654128.8569 _
i ==t===+_ ; _ - X=2555066.2308
`�( � J - 4a • oQ-'rC `( ;-'-_r ' ' 27.X i '..,� r� N35^-31'-59"
ci �� • s) N 35.532997 DEGREES
1 � iitW 77.134196 DEGREES
Rd $111, 414%ct.
t ! , , . DES /411/16, 1 ic I
V--- - -- - 4\ • \ / - , 1 -0
ab,,b,„„---_- e,.:,
mac, ,) r• ,( : 6
ro --,;- '-� .� ,I'�
.j,y `J
N i
•
e . 1
it• s �; 5 -.c91I1, '•
•.;if.'5--,. fn ;OR r l -
, r.p i )\-,--k\,,,,,, . 54, . ,,, ,„, S
_f ri t (l 4 1 J \ 34 ``
/ ___ `� ., �2�0 r 33 Wl ii 1 r r \bG,'S
1t • i
IS � V\
,.. .r•-■., / ,-*/ '''-' ■ A -"s.‘ ._____
t
T
� � -
- �---- or 1 inch -2,000 feet
-� `: 0 750 1,500 3,000 4,500 6,000
` _ ._'.4i( - - .�.1, Feet .Cr
V •�1 _ it - 2.

BEAUFORT 173
EXISTING 69'LONG x 29.3' WIDE(OUT TO OUT) BRIDGE WITH
RC FLOOR ON TIMBER CAPS AND PILES BRIDGE TO BRIDGE REPLACEMENT
SR 1163, BEAR CREEK ROAD OVER BEAR CREEK TAR-PAMLICO RIVER BASIN
WASHINGTON USGS QUAD MAPAND SHEET NUMBER 6
OF THE SOIL SURVEY OF BEAUFORT COUNTY LOWER TAR RIVER 03020103
WBS ELEMENT NUMBER 1 7BR2.R38 FIRM PANEL 5655 J
BEAR CREEK C:NSW NOVEMBER 17, 2011 MAP NUMBER 3720565500 J
''ass d ��5
'''•p BEA UFORT 173
'Pt Y=654128.8569
+ �� X=2555066.2308
` 0 asap N35^-31'-59"
aPARd
0° W 77^-08'-03"
N 35.532997 DEGREES
c' W 77.134196 DEGREES
as Rd #116
2
0
w .,...
�`�
� a I
cti N
c\a IQ-a M
co
C,g Ne.33 0
W "-- E
gea l
era
RI S
a
c5 Cherry
Gad ',� rr
Jasmi Dr
co
Hod• s Rd 7.0 o,.R NG
a 33
0 1 a
m
I
ay
z
-11
'
1 inch =2,000 feet
N
0 750 1,500 3,000 4,500 6,000
....■ Feet
I l

I
A'
BEAUFORT 173
EXISTING 69'LONG x 29.3' WIDE(OUT TO OW) BRIDGE WITH
RC FLOOR ON TIMBER CAPS AND PILES BRIDGE TO BRIDGE REPLACEMENT
SR 1163, BEAR CREEK ROAD OVER BEAR CREEK TAR-PAMLICO RIVER BASIN
WASHINGTON USGS QUAD MAPAND SHEET NUMBER 6
OF THE SOIL SURVEY OF BEAUFORT COUNTY LOWER TAR RIVER 03020103
WBS ELEMENT NUMBER 17BR2.1138 FIRM PANEL 5655 J
BEAR CREEK C:NSW NOVEMBER 17, 2011 MAP NUMBER 3720565500 J
Vdr GoA
©� ♦ �w
.p __ BEA UFORT 173
N � �. coA � ` Y= 654128.8569
+ate , GoA :o: rA ��� X-2555066.2308
N35^-31'-59"
Lv� � 'y' W 77^-08'-03►'
4r, ,► �, N 35.532997 DEGREES
P: W 77134196 DEGREES
13. . ik ct -A r=4''di Bob : -F. , lip ip...izz
144)
Ksa � sb QN t
ifirfs67 11
9`0111: dr III
rit4, CrB ! DV v
r 4.
N�33 e.•, W �� � E ii,.. e Rd sn S -�
r
� h4Q- a liA" •••-s Rd 1 A kw
may, 4
4004 L. *Ia..' ,,
Le `'. ` '4111;PVitie m
*is 44'tEJteir4,-14..
:� :o: Le CrA..
tl, ....„.........07...tis 1 inch=2,000 feet
GoA 0 750 1,500 3,000 4,500 6,000
Le I �� Feet hill
I4 IIIL � - Le r: , .

REVISIONS
7/12/2012
5 27 27 PM
\0600173 hyd t 01 dg
I iv)
L.p
O O O O — v7
7
N
1 BZ
., „.,. / lM-1 I1 IP: III
. . °
or
c z �
j m Si' JS
PO
r N A 1 1 °o v • O m ri. ___,
REEK �✓S_ 7
N131 \ /
t
I 1 NA A i 111 ��
I I i mmTIM / `
{
, zz
00 mT--IT
k I T __ mm
Tx?-%T
o
I. 1 DDiv c v�'v
11nD m OZOA
'{ � 0011 II 'A4
} !j t� roo AAq�
O I i l`+7f8 I TT DD-oi
€ I![
:Iii II rn-rn H 011 II
il
R7 I co \ i O)c�rnU rrv0 I IQ 7j rr`' I .1 u ter' 11 TmOD rT1
I I
II 1 1�y2 �W��+ r D-O cn
I ti– �� 7 CO
cn
I �/I �A --°--w-sN-^-- -.-,—w—m. --� I� .,, I �l 2 T l
K� l�il \
d l " t
1
W I 11 Nm /S`f 5 ( !
o
€ ._ ..-_ 1 N 1 i� _~my N \ ~,I 10
41- S'yll
I 1l U! �s' /m I CD 1171 i
o 1/-5-0V1 O1 oX C>r2,�
O NAB \ V'\I(,n ° or7
f rn + 1 q�,0 L I 'rF!
pp
O rn 1 rn 0 T 15 /�1
0
o
O { m ro0 1
€
€ 2 �y� mr N
I
�
.„.. ., {{ 1-40,..8—
II Urn °X
pp+
I
O mmmm
as
r Z Z
p I� c
q. Z
Y
rn Z z
1 a I 333
DD��
I3 t nnnn w
I 33#3# .. II II N I
I
-iT1m II II mp
E { mmmm 00 r m
..---b-•"""" 1111 T r r 0 O
TT �mm
a* 0 ggg030)03000 3F-01
IN DD
(n D
-1 rrt t , a 0rrn— rn � �Inr+nmc�c5c� ,,-.. �mn
I l 01 rit O 8-88z-,,ED 2 2 2 -- T T �" >
I Oy ��� 111 r) 0 ..- ..» �� LDOZ QtlS'JN 3S aN m°moo
+ -00 C GGIC2jC2jrC Z rnpn 00 - z
I�rn�rC=n. oo rr >
r P n 21r i 2 v–_
P.
On0� "si 11DD s Ym°
- -i 1 rn 1."t yrn�2 2 rnv,ly .. v rt
2(2�G7 II II�N '�' m
i 2 rn II II mN
11 II 11 11 1 1 1 1 1 1 1 r „. 0p pL�"m mo
t W .r I W N —"--_..... r-1-°°
7 Z [Ili] o
to o ti§ gp,aV, n TTDD �� n
I i=. O o
rV ` '' T T p�^ �'�y Z O
[ ». P c c `c Y .L l� lsy.�✓ {IA..IpnYl!5 Z< -.
T 1 00 00 00
1 I I cof gi C:1 i -),)
1 = — JJ z 0
( Z�
N ca P N a
r i
1 , t O o
1
1

1 I
' REVISIONS
7/12/2012
5 27 36 PM
\0600173 I yd t 02 dg
I 1
1
3
T sI
I
I
gil
I } i.:i
PT, JS
7'[f; _____„,,,,,....__NN:11 [ r I'
In
I _ ° ° CR�� � 6,i O m
III ✓S
1
is
m3m \ \
1 t i � I�E ._ , I ��jI
:;:
: /iz
1
+ s I - .. Op
OO 1� ' �3-- in I mm 1 n n v �I NNnn O AOA ZDD
I II'N m -<y
m
I r-rrn 0011 II -`^�mm
J 3 I _ #� TT00 )may ym m-i�
-4 I i �y2 DD " I 33ZZ
33-_
0
wg ;� 1 i ��3i
! j i �m } nnDD N
1
E 1-'il t~ii-n-I--I
I ZSO 3 II II
S I II
O o
O
--a
I��� ��n�� TTOD
II ii
IV
1 11 11
CO
0
µ-, [;I Ic,a~� 1 I �W �-I.
Bz y ' I �y
CO
p T
�r
N g IttI T
+ 1 fir ��W N �£lS, m ' 15 ���I�I11 'l
o � I I; N� j I� v}\\\
o 1 i L _-1Jo �� a.. et s
i I V II I � �.""� a -
��_-- I� 1 I I to CO
A ti
11 rr,r c--rni1 rn sz N IS
OO I 3�~� 0���� I ? r IR
n1�pR� ` II 1 II II II I z
I
�ONCD* I B7 _
f__„,-.17,1 ~- - - Quo
�' II,
i I -1.• --i: 1
O I I r`? o° a /5 /1
I tONO a'- I (/)
-- ---�. I-- .,�'a A... _ c°
1� l I sm °n I
_ [I g I -1-0-1�
[ mmmm
1 I 3 3 A
+ 1 S 1 I z � �Z
o
J �� � Y '
_1 � I Z
1 I oo
� I nnyy
€ 4 # N II H01
CD
{ II II NN zamx
1-41� mmmm II II ,cam 0.
CA vs
� T T TToo r 2
�* n ggg���np1°n°,n°, �Z�Z DD 0ya m m ���1m O 000 110222 �yrt1 TT 2s rn n �l O _�op
p m y SifSN/4B 0 x-O
WB 0` n (jl P LODZ 0 tl0 DN
‘60
2 a 2 2 2 m 0= m 3 D
���rnm��g� m o0
I N 11111OC 20mm 3.3%Z_ �-°
ra,,,y{Q m C
o
g1 noio -ni`�^1 � >a A °
"C 2 2 2 '^N11
m II�N
(II II II
II II I II II II II II II II II r
00
n, a 8 O
0
n TT �f
( ---.. i w, 11 '11--c f)11`Cn 11`C n
(j( `1 `I V 11�~l�Val~N V�1 mO 7 0 m
f i
j I z m O z
jjI I I z o
I. .
1
j =N
a
o l II, N LO
O 0 O O
1 1

1 ` I
REVISIONS
7/12/2012
5 27 53 PM
\0600173 hyd b 4f 02 dg
CoL O i ? ' I1
r 1 I\
, \ [ 11
I . I I
15.>.- /
✓
\ '
%
\ \ 12 \
} m (q
4 I I j - 4- II u n
[ ) 0 _ AI1-
E'1 JTS-
T
r�. 1-7 _ . .
I 1
� !t
ON1V °'R
O Ht17t / ,COW
CC T T rn W ; />� V p TT
w
nQ m m
1 2 € II II _._............. - rinni
- I
+ ....,�,,,...........�._._ r ry
O , r O NT II II
( 1 w` T )
00 \
[ II 1 i In,n
TT
1
ri
ii a 1 0
az
t::)>c Wm
i it 1 0 ��4, ,_ >m u 1 11 1 11 x IM
O 'CO V12..,.. �N��N s 1 u,,,4g z JIPI �6
........... 8 ( I �� a
_ ! t —!-f-
1
( ( ill W i ?^ N� I JS,`.f ��\JS *i ;il ll 1
+ i lv «. _... } j ���c`^^.,...,.,,jig
O 1 {J In 1 , -
O ` _..-1,_ O w -,.._• SEE 5. \�S M
\ _ - to -� , 1
7111 /
:Inifilw7ij
�_ . D-I- e r
Eti a I 1
P ` `NC -f. R p
(11 �! i t ZD °mob
I
O
1 V Az b',
O1 �: 1n 1 N� .� vtl t5
O ; r^ \ m CC 740
I j * w n�
t $ n0
o, t ' N0
+ t ' / II II 2.
O P i2
O 1 pO c„
N
11 -'T
' _ T
I tr1:11C°
J / z
1 r, I MI
i 1 r`IN w
1. mm zawz
11 1
1 N�
W,
I( �� r m
CC
if rnrn y
ngo gggmww000 p
I f�
—I IA mrnmn '.' -cn�
r-
-.1 rn p o00 �pxxx n� �a
.* a
�y "0 m n Do O f y� OOZ SN�N�N9 QVN a°�co
fl
�O C G�G)G�r pCn=r'tOZ II II \ 0
z
tJ) r n-*I 0 2 c0j rrn rrn rn 00 N n
1 rn r i�nQr*iCC2�c-
.� 1 C=2 y rn TT vi r�
1 2('2�C 2 LCI,rt
tip
4 11 11 11 u 11 11 n 11 11 rt
w �.. 1gga�}�n �j °8 an 1N 0 2$ p
I
IN
nN * �I a 0
OF
z m m
II 1 W z
I� 1
0 0
N W
O ' O O O o
I 9