20141264 Ver 1_Application_20141208

PAT McCRORY
GOVERNOR
N.C. Division of Water Quality
Winston-Salem Regional Office
585 Waughtown St.
Winston-Salem, NC 27107
Attention: Mr. Dave Wanucha,
�u��`�+��«E '':
�r�':'
STATE OP NORTH CAROLINA
DEPARTMENT OF TRANSPORTAI'ION
P. O. Box 25201, Raleigh, NC 27611-5202
Pxo�: 919-733-2520
December 5, 2014
ANTHONYJ.TATA
SECRETARY
Subject: Buffer authorization for the replacement of Bridge #38 over Beaver Creek on NC 6] in
Guilford County. Project TIP# B-5736
Dear Ms. Euliss,
The North Carolina Department of Transportation is scheduled to replace Bridge #38 with a new bridge
at the same location. Because the project is in the Jordan Lake watershed, a buffer authorization is
required. I am requesting review through the Low 7mpact Bridge Process. I have included the
Attachment L with a project description, Attachment G and a set of the project plans. Please review this
project far authorization by your Division.
We plan to begin construction as soon as possible. If further information is required, please contact Jerry
Parker at [phone]. Your early review and consideration will be appreciated.
Sincerely,
�I?�l ✓l�l.�./�/�
/
J.M. Mills, P.E.
Division Engineer, Division 7
Enclosures
cc: Jerry A. Parker, Division Environmental Supervisor
Andy Williams, US Army Corps of Engineers
Patty Eason, NCDOT
Tim Powers, NCDOT
NCDENR DWQ Wetlands/401 Unit, Raleigh, NC
Ba�ry Harrington, Roadside Environmental Field Operations Engineer
ISH4YANCEYVILLEST[LEET,GREENSBORO,NC 2%41S
PHO� [phone] Faac [phone]

Bevedy Eaves Ferdue
Governor
��°►
C �
North Garoiina Deperim�nt of Environment and Natural Resources
�Jiaision of WaferQuallty
Coleen H. Siul!ns
Direcior
Attachment L: Low Impact Bridge Replacement Process
Low Impact Bridge B- 5736 Guilford Countv Bridge No. 38 over Beaver Creek
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: December 5. 2014
Applicant Name:
Applicant Address: 1584 Yancevville Street
Greensboro. NC 27415
Primary Contact for Project: Jerrv A. Parker
Phone No.: 336 256-2063
Is this an after-the-fact application: Yes X No
River Basin: Cape Fear
Stream Classification: WS-IV; NSW
Regulatory Authorization Options for this Activity
Federal: USACE Nationwide General Permit 3— Maintenance
State: General Water Quality Certification #3687 and/or Buffer Authorization
Local: None
Cee Freeman
SeGetary
Project Description Description — The project consists of replacing Bridge #38 over Beaver
Creek on NC 61 in Guilford County and improving roadway approaches. The existing 41' L X
23' W bridge is structurally deficient and will be replaced with a new 100'L X 39'W bridge at the
same location. An off-site detour will be utilized during construction. No wetlands were
identified within nor adjacent to the project area. Buffer impacts are necessary to construct the
bridge to NCDOT standards. Proposed buffer impacts include 4402 sf of buffer within Zone 1
and 2054 sf of buffer within Zone 2 to accommodate the wider span and the necessary fill
slopes. The project also proposes 61 linear feet of permanent stream impacts for the purpose of
Transpodati�r. Pennifting Unit
1650 Mall Servlce Center, Ralei�h: North Carolina 27693-1656
Location: 2321 Crabirea Bivd., Raleigh; Noth Carolina 27604
Phane'. 919-733-11861 PAX: 919 ?33-5893
In(emet: hi(c;llh2aencstate.nauslnaveilan8sl
J.o Eq��zi O,r�GOduni(y 1Nffirma5vsAcllon Employer
I�Io ih�aralina
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bank stabilization (riprap along the edge and not in thalweg of stream) which will be restricted to
just the banks beneath the bridge. Ten feet of temporary stream impacts are also proposed for
access and tying in of proposed riprap. Stormwater runoff from the bridge will be captured with
inlets and conveyed to the northeast side of the road where it will discharge to a preformed
scour hole outside of buffer zone two. A stormwater management plan is also attached. A
review was conducted for the presence of Bald Eagie and smail whorled pogonia, the only
federally listed protected species for Guilford County. An assessment within the review area
showed no habitat and review of NCNHP mapping showed no known occurences of either
species.
Signature: . /�% • �
Print Name: J. M. Mills, P.E.
Title: Division Enqineer, Division 7

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DESIGI�I DATfI
ADT 2009 = 2200
V = 55 MPH
FUNCTIONAL CLASS:
MAJOR COLLECTOR
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GUILFORD CDU11tTY
LOCATION: BRIDGE N0.38 OVER BEAVER CREEK ON NC bl
TYPE OF WORK: GRADING, PAVING, DRAINAGE AND STRUCTURE
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BEGIN BRl[X'E
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PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT = 0.142 MIIES
LENGTH STRUCTURE TIP PROJECT = 0.079 MILES
TOTAL LENGTH TIP PROJECT = 0.161 MILES
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PLANS PREPAR�sD BY
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(9191552-2253
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GENERAL NOTES:
GRADE LINE:
GRADING AND SURPACING:
CLEARING:
2012 SPEC[FICATIONS
EFFECTIVE: Oi-17-12
REVISED: 07-30-2012
THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED
SURFAC[NG AT GRADE POINTS SHOWN ON THE TYPICAI SECTIONS. GRADE LINES MAY BE
ADJUSTED AT THEIR BEG[NNING AND ENDING AND AT STRIICTURES AS DIRECTED BY THE
ENGINEER IN ORDER TO SECURE A PROPER TIE-IN.
CLEARING ON THIS PROJECT SHALL BE PERPORMED TO THE LIMITS ESTABLISHED BY
METHOD II.
GY�I7� 7��7�(�7�P
ALL Cl1RVE5 ON THIS PROJECT SHALL BE SUPEREIEVATED [N ACCDRDANCE WITH STD.
N0. 225.04 USING THE RATE OF SUPERELEVATION AND RUN�FF SHOWN ON THE PLANS.
SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE TYPICAI
SECTIONS.
SHOULDER CONSTRUCTION:
ASPHALT� EARTH, AND CONCRETE SH�ULDER CONSTRUCTION ON THE HIGH S[DE OF
SUPERELEVATED CURVES SHALL BE fN ACCORDANCE WITH STD. N0. 560.01.
GUARDRAIL:
THE GUARDRAIL LOCATIONS SHOWN ON THE PLANS MAY BE A�JUSTED DURING
CONSTRUCTION AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHOULD CONSULT
WITH THE ENG[NEER PRIOR�TO ORDERING GUARDRAIL MATERIAI.
SUBSURFACE PLANS:
NO SUBSURFACE PLANS ARE AVA[LABLE ON TNIS PROJECT. THE CONTRACTOR SHOULD
MAKE HIS OWN INVESTIGATION AS TO TNE SUBSURFACE CONDITIONS.
END BENTS:
THE ENG[NEER SHALL CHECK THE STRUCTURE ENO BENT PLANS� DETA RS� AND CROSS-
SECTION PRIOR TO SETT[NG OF THE SLOPE STAKES FOR THE EMBANKMENT OR EXCAVATION
APPROACHING A BRIDGE.
UTILITIES:
UTILITY OWNERS ON THIS PROJECT ARE DUKE ENERGY AND T[ME WARNER CABLE.
ANY REIOCATION OF EXISTINC UTILITIES WILL BE ACCOMPLISHED BY OTHERS.
RIGHT-OF-WAY MARKERS
ALL R[GHT-OF-WAY MARKERS ON THIS PR�JECT SHALL BE PLACED BY OTHERS.
SHEET NUMBER
7
1-A
t-B
2
2-A
TCP-7 THRU TCP-2
EC-t THRU EC-5
RF-i
UO-7
X-1 THRU 7C-4
5-t THRU 5-16
�� (1� . I�' I �'1 \ �
INDEX OF SHEETS
DESCRtPT10N
TITLE SHEET
[NOEX OF SHEETS. GENERAL NOTES� AND LIST OF
STANDARD DRAWINCS
CONVENTIONAL SYMBOLS
PAVEMENT SCHEDULE AND TYPICAL SECTIDNS
DETAIL F�R STRUCTURE ANCHOR UNITS
PLAN SHEET AND PROFILE SHEET
TRAFFIC CONTROL PLANS
EROSION CONTROL PLANS
REFORESTATfON DETAIL SHEET
UT R ITIES BY OTHERS PLANS
CROSS-SECTIONS
STRIICTURE PLANS
EFF. Oi-17-2012
REV. 10-30-2012
2012 ROADWAY ENGLISH STANDARD DRAWINGS
PROIFLT pEFEAENCE � SNEET NO.
6S]]6 1-A
W NM Y6B Po�t CtlN6TRVCIION
° �Haich Mott Po m, �6
` ��� �r
.,,:'-'�^-` MacDOnald �+«�...��"
The following Roadway Standords as appear in "Roadway Stondord Drawings" Highway Design Branch -
N. C. Department of Transportation - Raleigh� N. C.� Dated January. 2072 are applicable to this project
and by reference hereby are considered a part of these plans:
STO.NO.
TITLE
DIVISION 2 - EARTHWORK
200.02 Method of Clearing - Method il
225.02 Guide for Grading Subgrade - Secondary and �ocal
225.04 Method of Obtaining Superelevation - Two Lane Povement
DIVISfON 3 - P[PE CULVERTS
300.07 Method of Pipe Installation
370.10 �rivewoy Pipe Construction
DIVIS(ON 4 - MAJOR STRl1CTURES
422.11 Reinforced Britlge Appraach Fills - Sub Regionai Tier
D[VISIDN 5- SUBGRADE� BASES AND SHOULDERS
560.01 Method ofi Shoultler Construction - High Side ofi Superelevated Curve - Method 1
DIVISION 6- ASPHALT BASES AND PAVEMENTS
654.01 Pavement Repairs
DIVISION 8 - INCIDENTALS
840.00 Concrete Base Pad {or �rainage Structures
840.25 Anchorage for Frames - Brick or Concrete or Precast
640.29 Frames and Narrow Slot Flat Grates
840.35 Traffic Bearing Grated Drop [niet - fior Cast Iron Double Frar� and Gra+es
640.46 Tra4fic Bearing Precast Drainage Structure
640.66 Drainaqe Structure Steps
646.01 Concrete Curb� Gutter and Curb & Gutter
646.04 Drop Inlet Installation in Shoulder Berm Gutter
662.07 Guardrail Placement
862.02 Cuardrail Installation
876.04 Drainage Ditches with Class 'B' Rip Rap

1-4
x 30"
TO
THRU T2AFFIC
TYPE III BARRICA�E
O
'ROAD'
CLOSED
/ W20-3
48" X 48"
O
M4-tOL
48° X 18°
DETOUR
AHEAD
O
� wzaz
48" X 48"
R11-4
60" x 30"
ROAD ClOSED
TO
THRU TRAFFIC M4-10R
o�roua 48 "... X 18 °
TYPE III BARRICADE
O
'ROAD'
CLOSED
O
� w2o-a
48" X 48"
CLOSED
1000 FT
O
48" X 48"
'�' fl 1,/, II II�� � I.A��►�
DETOUR M4-8
24" X 72„
61
M7-5
a M6-7 R
21" X 15,•
O
VRWECT AEFFAENCE SHFEf NO.
&6)36 TC0.T
iOAOWAY OES�GN
ENGINEE0.
PRELIMIN RY PLANS
�. euc
c�s.xo.wew
��.
�'' ° ��""�. , Hatch Mott,oao.,�
a � MacDOnald::�,a,.°'a:u�a�
DETOUR M4-8
24" X 72„
61
Ml-5
� M6-7 L
21" X 15„
O
�
�""` ��, , •.. � ��
1-I 1� �1
I`� �, • ,'I
�""` ������
� � � �
- - - ,� -
�
W20�
48" X 48"
ROAD
CLOSED
AHEAD
NEXT LEFT SP�,�
O42" X 12„
J
W20-3
48" X 48"
'ROAD�
CLOSED
NEXT RIGHT
LrJ
SP-4R
42" X 72,•

PLANTING DETAILS
SEEDLING / LINER BAREROOT PI.ANTING DETAIL
HEAT.ING IN
L Lacate e heeW�giv vre iu e ebedy.well
prolected arce.
2.L+xcevna
12 inche
i:...�
� ��
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DIBBLE PLANTING METHOD
USING THE ICBC PI.ANTING BAR
II
�II
11
I�
i
i
i
L lwert plendvg ber
eeehawn end puifhevdle
mwa[d plenmr.
r
4.Pulihmdie ofbar
mwazd Pimeer. firming
eoil az bouam
2. Pemove plmovg 6w
�rtpleee eeedlinq et
u[ depth.
��
5, Pueh hmdlo forn�erd
firsivg ao'1 et mp.
PLANTING NOTES:
PI.1N17NG BAG
D in6 nlentloF.ee<dPn%e
ehell b k p�`in a moie[
covvee bag eimilaz
covtaine� W p�ovent�0
roo[eyeteme Gom dryi��q.
I(BC PIANTING HAlt
Plentivg ber�ehdl have e
hiade wirL trievgdar
croee eecdon, md eLall
6e 12 inaLea lovg,
4 ivehea w:de avd
1 inoh IWCk at cevrer.
ROOT PRI1N�'G
All eeedlivge e6ailbe zoot
nruncd� V nece+eery. w that
m re czteod more Ihm
10 inchea belaw We
root collar.
r_ � I,
v
�„
��
� 2 ivch
3. Iue ert plentiog 6ar
2 'n he m�rerd plenter
ham cedlio4.
6,I.eeve mmpucdav
hole pen. Werer
WawugLly.
.C. B-5736 RF-1 �
REFORESTATION
❑ TRF,E RFRORESTATION 3IIAI.L BE PLANTED 6 FT. TO 10 NT. ON CF.NTE$ RANDOM SPACING,
AVF.RAGING 8 F1'. ON CENTER, APPROS7MATELY 680 PI.ANTS PER ACRE.
MLYl'I1BE,7YPE, 91ZE,AND I�[JRNISH SHALI. CON['ORM TO Tf� FOIdAWING:
25% LIltIODENDRON TUI.IPIFERA TULIP POPLAR
25% PLATANCJS oCCIDENTALIs
25% FRAXINUS PENNSYLVAIVICA
25% BETULA 1vIGRA
SYCAMORE
GRGEN ASH
RIVGR BIItCH
72 in - 18 in BR
12 in - 18 in BR
12 in - 18 in BR
li ltl — 18 lit iiR
REFORESTATION DETAIL SHEET
N.C.D.O.Tr ROADSIDE ENVIRONMENTAL UNIT

S
I
J
��
0.48'
DETAIL A
TOE P0.0TECfION
�w�a wn
s
x,..vi . vp'
M b
d
d� 1 q, cwiww'
b= 1 ry,
Trya dYmr= [Iw B GpMp
-4 SIA 16+11 TO 1]+5D RT
1-Sf0.16+15 TO 1NOO lT
waoos
m
BMI
ELEV - 61S.9P
BL STATION 20�01.00
50' RIGNT
RR SPIKE IN ROOT OF 22" SWEETGUM
DATUM DESCRIPTION
TNE LOCALREO CODADINATE SYSTEN OEYELWEU Fqi THIS PHOJECT
IS BASEO ON TNE STATE PLANE COOflOINPTES ESiABLISNE� BY
NC�OT FOR MONllMENi 'BS136-2'
XITH NAO 83/NSftS 2017 STATE PLANE CflID COpiOINATES OF
NORTNINC: B1B552.2301ft1 ERSTINC: 1833597.5331fi1
ELEV6TION: 675.40(ft)
TNE AVERAGE COI�INE� GN1� FACTOfl USE� ON TH6 PPOJECT
IGflWNU TO GRIDI IS: 0.9999326�72
TNE N.C. LAIIBERT GRI� BEARINC ANU
IOCALIZEU HORIZONTAL GRWND �ISTANCE FNOM
°85136-2" TO {- STATION �Oi00.U0 IS
N 58• 59' 39.i° E 29.00B Iftl
ALL LINEAF �IVENSIONS APE LOCAIIZEU HOflIZONTAL D15iANCES
VEftTICAL �ATUN USEO IS NAV� 88
r�s
waoos
O
STEPHEN C.fOGLEMPN
PB )9 PG 13>
O
GpRLPN� MICHM1EL SMITH,JR.
OB 8890 PC 3tl
BB 1]B PG flb
\.
�
CLA55 IIRIP RPP
UP TO EL.612.8'
ELEV. QYPJ
fSTRUCTURE PAY
�/
-L-
Pl Sto 995.05 Pl Sta !2•47.17
D-T52'l6b'(LTl D-l'07'2Z4'lLTI
D- I' 32' 547' D- 0' 22' 55.1'
L = 250.00' L = 29439'
T ° 125.05' T ° 147.f7'
R = 3,700A0' R ° 15,000.00'
``02 �
s�'s
ep�
"N;
O
,� Ns
w000s
O
CPIVIN V.MOSER
�B 3506 PG id84
CLA55 IIRIP RAP ELEV- 629.58
llP TO EL.812.8' BL STATION 28�]3.00
ELEV.(TYP.) BU'LEFT
(STRUCTURE PAV REM> RR SPIKE IN ROOT OF 36" OAK
LIMITS
PAY ITEM)
PhSNRE
. .... __._ _...... ......._. ._...._..__ ._.__.. __._ .___ ._..__ ..._....._ _...__... ___ ......._..... __...... ._......._ _.__... ____ ..............
....___......__ _.
NOTE:
ALL PROPOSED UTILITY WORK
SHOWN ON THIS SHEET WILL
BE DONE BY OTHERS
O
N
('.}
¢resr rrow
P0.01ECT �FE�NCE SHEfl N
aa>as uo-i
THE WOOTEN COMPANY
cxe;?OIMNAO�tenMwueXPeHg� MC2I60}Ilflu pE
919dt&Mll Iu9196313N9
cenvn�c scae
�S� V YS' SV
�
UTILITIES BY OTHERS
— '=i Pcw
� — ° -BL-4
.^�.a """' WI
�- .. .. i� � ��
Ex. aw
+ � I '.
s
p�
3 I.
m!
' CALVIN W. SPILLMAN
VICKIE W. SPILLMPN
OB ]8�0 PG ]46
I �
r
��
r �
I /
' /
' /
/ /
' /
/ /
/ /
'/
/

�I
a
0
N
P
620
610
600
590
BM "2
BENT ll
FIX.
-L-
HP 12 % 53 STEEL PILES
fTYP.EA.END BENT)
END BENT 1
�s+oo
EARTN
YP.I
)RD (d �
SPAN A
SECTION ALONG � SURVEY -L-
FIX.
1'-7"BERM
(TYPJ
CHORD (il
BENT 2
i15.13
END BRIDGE
1�/z:l (TYP.)
END BENT 2
ie+oo NOTES•
� ASSUMED LIVE LOAD = HL-93 OR ALTERNATE LOADING.
FOR OTHER �ESIGN DATA AND GENERAL NOTES,SEE SHEE7 SN.
'PE FOR EROSION CONTROL MEASl1RES SEE EROSION CON7ROL PLANS.
THIS BRIDGE HAS BEEN DESIGNED IN ACCORDANCE WITH THE AASHTO LRFD BRIDGE
DESIGN SPECIFICATIONS.
1+I0.6424% „ f+)3.6480%
PVI STA.16+50.00
EL = 619.30
VC = 350'
!_RAf1G f1ATA —I —
iIVU CtIYI ! AIVU LIYU �GIVI L �VM1 JICCL f 1LL fV11VIJ�JCC
SECTION 450 OF THE STANDARD SPECIFICATIONS.
REMOVAL OF THE EXISTING BRIDGE SHALL BE PERFORMED SO AS NOT TO ALLOW
DEBRIS TO FALL INTO THE WATER. THE CONTRACTOR SHALL REMOVE THE BRIDGE
AND SUBMIT PLANS FOR DEMOLITION IN ACCORDANCE WITH ARTICLE 402-2 OF THE�
STANDARD SPECIFICATIONS.
THE CONTRACT
SECTION 9t2 OF
THIS STRUCTl1flE HAS BEEN DESIGNED IN ACCORDANCE WITH "HEC 18-EVALUATING
SCOUR AT BRI�GES."
FOR SUBMITTAL OF WORKING ORAWINGS,SEE SPECIAL PROVISIONS.
FOR FALSEWORK AND FORMWORK,SEE SPECIAL PROVISIONS.
FOR CRANE SAFETY,SEE SPECIAL PROVISIONS.
FOR GR�UT FOR STRUCTURES.SEE SPECIAL PROVISZONS.
THE CONTRACTOR SHALL PROVIDE IN�EPENDENT ASSURANCE SAMPLES OF
REINFORCZNG STEEL AS FOLLOWS:FOR PROJECTS REOUIRING UP TO 400 TONS OF
DIAMETERS.
CONSIOERED
AS THE PAINT
CONTRACTOR'S
FOR UTILITY INFORMATION,SEE UTILITY PLANS AND SPECIAL PROVISIONS.
ASPHALT WEARING SIIRFACE IS INCLUDED IN ROADWAY �UANTITY ON ROADWAY
PLANS.
�sDENOTES GUARORAIL CONNECTION RE�'D.,SEE "GUARDRAIL ANCHOR UNIT" SHEET.
PLANS PREPARE� BY:
l� 11L� NGINEERS
(JL%,ASSOCIATES
Q�y L]\
5690 DIYarE orNa
Suitye 200
19191852-0 60
19191852-�598 IFaxl
wwwslmpsonananaom
LICQlSUPE NO.C-2521
PROJECT N0. B-5736
GUILFORD CoUNTY
STATION: 15+18.00 -L-

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g�
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Y ��5�
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4ik�.id
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Projeet No
WBS No.:
Fed. Airl No:
R»jed Trackireg No. (Inte�aa2 Oae�
13-02-0038
HISTORIC ARCHITECTUIi� AND LANDSCAPES
NO SURV�Y R�QUIRED FORM
This form only pertains to Historic Architecture and Landscapes for this project. It
is not valid for Archaeological Resources. You must consult separately with the
Archaeology Group.
B-5736
45692.11
INFORMATION
County: Guilford
Document CE
T e:
Funding: ❑ State
Ferlera[ � Yes U No Permit
Permit(s): Type(sj
Pro%ect Description:
Replace Bridge No. 38 over Beaver Creek on NC61.
SUMMARY OF HISTORIC
AND LANDSCAPES REVI�W
Deserfption af review activlties, resulis. and conclusions:
Review of HPO quad maps, IIPO GIS information, historic designations roster, and indexes was
undertaken on March 5, 2013. Based on this review, there are no existing NR, SL, LD, DE, or SS
properties in tlie Area of Potential EfFects, which is SO'from the centedine each way and 300' from each
end of the bridge. There are no structures within the APE and no historic structures within the vicinity of
the brid�e. The structures surrounding the project area are modern houses under fifty years of age. There
are no National Register listed or eligible properties within the APE and no survey is required. In
addition, Bridge No. 38 is not National Register eligible based on the NCDOT Historic Bridge Inventory.
IP design plans change, additional review will be required.
Whv the available in{'ormation urovides a reliable basis for rensonab[v predictin� that t/:ere
are no unidentiTed sinnificant kistoric nrc/zitectural or landscnpe resources in tl:e nroiect
rzrea:
HPO quad maps and GIS information recording NR, SL, LD, DE, and SS proper[ies for the Guilford County survey
and Google Maps are considered valid for the pu�poses of d�ermining the likelihood of historic resources being
presenL There are no National Register Listed propertics wi[hin the APE and no survey is required.
[�Map(s)
SUPPORT DOCUM�NTATION
❑Previous Survey Info. ❑Photos ❑Correspondence ❑Design Plans
F'INDING BY NCDOT ARCHIT�CTURAL HISTORIAN
Historic Architecture and Landscapes --NO SURVEY REQUIRF,D
NCDOT Architectural Historian Date
Hislor'ic Arch!(enm'e nndLondrenpe� NO SU/iVGYR/i0U/R/i/) Jorm fm' k/inor %Ynnsponnlimi Pr'o/ecls ns O�m/lied in Ihr 1007 Yr'ogrnnmialic A8�'eomnr/.
Page 1 oi'2

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Ali sm•roandiug structuo•es are under fifty years of mge.
H/sfnr/c Areliiteclen'e nudLm�dscapes NO tiURVGY 125QU//iGD form for Mfnm' 7)'ansPnrlorion Pr'ojecls ns Qonl�ed in rhe 2007 Pr ogrammmic dgrenneul.
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Projecf Tinekir�g No.:
� 3-�z-oo3s
a°'�'� NQ f9I2C�iAEOLOGICAL 9URVEY R�QUIRED P�RM ,=���,,
�}�� �� ;�9 Tlus fonn only pertains to ARCHAN,OLOGFCRL RESOUKG'�S for lhis pioject. It is not �; � i"�;,
u:, � d; valid for IIistorie Arclutecture t�ud Landscapes. You mnst wnsult separately with the -i �-
'`� 4, �•i��� Historic Arclutecturc and I.andscapes Group. �- G�;;/�
eRC�.rEeT z�v�o����c�N
Project No:
YYBSNo:
F.A. No:
B-573fi
45692.i1
None Listed
Federal Permit Rec�uired?
County:
J�ocument
Guz[faed
CE
Fureding: ❑ State � federal
� Yas ❑ Na Permit Ty�e: Not Listed
Project�esetiption: Iu order to improve traffic safety, NCI70T"s Divisiou 7 proposes to raplace in place
Sri@ge No. 38 on NC G1 over Beavee Creek The cunent bridge �uas Uiiilt'vi 1935 and is considered to ba
fz�ucrioually obsoiete. Project leugth measeues abaut 0.08 mile (422 Feet}. A] 0-ft permnnent easement to
either side of tlie existing 6Q-ft ROW will be requ'v�t(. Therefore, the Area. of Foteaitial Effects (APE)
ineasures appro�inately 33,'760 square feet (0.78 acre) inclusiee of the existing rolclway.
SIJMMAIiY OF CUiT'[IRAL RESOURCES REVIEW
13e'ief Aescription �f review actirities, t�esulis of review, and cone[nsinns:
A map review and sitc filc search was couducted at the Office of State Archaeology (OSA) on Tuesday,
March 5, 2013. .4 comprehensive archaeological seuvey at this partictilar locatioia has never bee�a
conducted, aud no airol�aeoloa cal sites have been a�ecorded witlun one-l�alf (1/2} tnile of the proposed
project. Digital copies ofHPO's maps (I�unesville Quad��wgle) �s well as theHPOVJEB GIS Service
(http://b snccler.govlhpoweb/) wers last reviewed on Fxiday, March S, 2013. Tke�e are no tmown historic
arclutecturai resources located within the pro,ject area that may have iutaet arcfiaeological deposits within
the footpruit of the proposed project. In addition, topographic maps, lustoric maps (NCMaps website),
USDA soil smvey anaps, and. aerial photograptis were uiilized and inspected to gauge enviroumental
factors t1iAt may have contributed to historic or previstoiic settleznent within tlie piroject li3nits, and to
assess the level oFmodern, slope, agriculhrral, l�ydroloo cal, ancl other erosive-type dishzrbances within
and surronnding the archacological APE.
Ifl�ief E.a��Xanatdo�¢ af'why the avuidaltle injorrntalian prov8des a veliubte /tasis for r�e�rso��abty psedicting
fJitet ther�e m�e no rcz�identified laistorie�roperties in the AF%
This is a Pederally-funded projece tlt�t also requires a. Fede�al gei�nit as well as a permanent easemaut £or
the instailation of wider shoulciers throughout f(ie fiIl sectiov of the proposed bridge projeet. An
additional IO' to eit[ier side of the NCDOT's ex'rsting 60' ROW will 6e required, starting about 100'
soutti ofihc existi3�g Uridge to approximateiy 250' north of the bridge. From an euvironmentai
perspective, the APE consists prunarily of Chewacla sandy Ioatn (Ch) Followed by Mec]denburg sandy
clay loam, 2-6% siopes, eroded (M(iE32). Tlius, much of Uie project area is commonly floodeci for hrief
periods based on the presence of poorly draiued soils whereas the remaiuder lias been affected by erosion.
Moreover, mast of [he preject area is ca#egorized as a Flood Hazazd Zone, based on an overlay oP
fToodplaiu mappii�g. In addition, the Office of State Archzeaology (OSA) has reviewed one (I) project
witl�in the aic;iziry of Bridge No. 38, for which the probabili#y of containing nuact �chaeological
materials was considered low by OSA because of the preseuee of eraded soils (i.e. MIiB2, similar to what
"Na ARCIiAELLOGYSUAVL•'7'REQ[IIRED "fona jor Minm�Tra�syarloliar Prajeris as Qna7ifierlin !he 200] Programmnl7eAgreement.
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Projecl Trwckingd'o::
13-02-0438
is present witlun tUe APE). Overall, the disLw•Ued/modi6ed nahu•e of the APE (i.e. ROW aud roadway)
and tl�e presence af eraded attd pooriy drained soils would suggest that the project corridar is unlilcely to
contaiu significaut culhiral, archaeoiogrcal, or Ijistorical resources. Based on the infonnafion above, there
shouid Ue no arekaeological survey required for this project. If dcsign plans change, tiien additioaal
cansultation regardir�g arcl;aeolo�y will be reyaircd At this time, no furtl�er arct�aeological work is
reco�mnencied.
SUPPORT DOCUMEN'CATION
See attached: � Map(s) ❑ Previous Sw�vey Info
❑ Photocopy of Counry Survey Notes
FIiTDING BY N(.'DOT ARCHA�QLOGI3T
NO ARCHAEOLOGY SCIRVI:YREOUIRED
i
i /�l I
lI
❑ Photos [�Co�respondence
OtUer:
March 8, 2013
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