20131199 Ver 1_Application_20131115

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
PAT MCCRORY
GOVERNOR
November 6, 2013
N.C. Division of Water Quality
Winston-Salem Regional Office
585 ��aughtown St.
W i�ston-Salem, NC 27107
9Ttei�Cion: Ms. Soe Homewood
ANTHONY J. TAl'A
SECRPTARY
Subject: Notification for the replacement of Bridge #300 over Stinldng Quarter Creek on SR
3355 (Layton Rd) in Guilford County. WBS # 17BP9.R10
Dear Ms. Homewood,
The North Carolina Depa�tment of Transportation is scheduled to replace Bridge #300 with a new
bridge at the same Iocation. 1 have included Attachments G& L with a project description and a set of
the project plans. Please review tliis project i�or compliance by your Division.
We plan to begin constructio� as soon as possible. ]ffurther ini'ormation is required, please contact
Jerry Parker at (336) 256 �063. Your early review and consideration will be appreciated.
Sincerely,
/'��P���i�`�'✓
J . Mills, P.E.
Division Engineer, Division 7
Enclosures
cc: Jerry A. Parker, Division Environmental Supervisor
Andy W illiams , US Army Corps of Engineers
Tim Po�vers. NCDOT
NCDENR DWQ Wetlands/401 Unit, Raleigh, NC
Barry Harringto�, Roadside Environmental Field Operations Engineer
Jeremy VJan'en, NCDOT

Bevedy Eaves Perdue
Govemor
���
idCDENR
North Carolina Department of Environment and Natural Resources
Division of Water �uality
Coleen H. Sullins
Direclor
Attachment L: Low Impact Bridge Replacement Process
Dee Freeman
Secretary
Low Impact Bridge Project No.: BD-51071 County-Guilford
Bridge No. 300 over Stinkinq Quarter Creek WBS Element Number: 17BP.7.R.10
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 31 2013
Applicant Name: NCDOT
Applicant Address: 1584 Yancevville Street
Greensboro NC 27415
Primary Contact for Project: Jerry A Parker
Phone No.: 336 256-2063
Is this an after-the-fact application: Yes X No
River Basin: Cape Fear / Jordan Lake Watershed (UT to South Pronq Stinkinq Quarter Creek
Stream Classification: 16-39-(11 WS (Water Supplv) IV NSW (Nutrient Sensitive Waters)
Regulatory Authorization Options for this Activity
Federal: USACE Nationwide General Permit 3— Maintenance
State: General Water Quality Certification #3883 and/or Buffer Authorization
Local: None
Transportation Permitling Unit
1650 Mail Service Center, Raleigh, North Camlina 27699-1650
Location�, 2321 Crabtree Blvd., Raleigh, Nodh Carolina 27604
Phone�.919-733-17861FAX'919-733-6893
In�emeC http:llh2o,encstate.nc.uslncwetlandsl
An Equa! Opporfunity\ APormafive Fction Employer
NorthCarolina
�atura�l�

Project Description — The project consists of replacing Bridge #300 over Stinking Quarter
Creek on SR 3355 (Layton Rd) and improving roadway approaches. The existing infrastructure
consists of a two (2) lane rural roadway and an 18' L X 18' W timber deck bridge with timber
joint, which is structurally deficient. NC Dept. of Transportation (NCDOT) is proposing to
replace the functionally obsolete bridge with a new 55' L X 33' W cored slab, spanning bridge
structure at the same location. An off-site detour will be utilized during construction. The project
will involve less than 0.01 ac of hand clearing in wetlands and 35 linear feet of permanent
stream impacts which are necessary in order to construct the bridge to current NCDOT
standards. The project is utilizing existing roadside ditches and swales to capture any
stormwater from the road. The project drainage system also consists of grated inlets and pipe
outfalls that drain to existing roadside ditches. No new impervious surface is being added to the
area and the outlets are discharging to rip rap aprons outside the wetiand and buffer areas at
non-erosive velocities. Proposed Riparian Buffer impacts include 1,695 square feet in Zone 1
and 2,070 square feet in Zone 2 to accommodate the wider span bridge and the necessary fill
slopes. A review was conducted for the presence of Bald Eagle and small whorled pogonia, the
oniy federally listed protected species for Guilford County. An assessment within the review
area showed no habitat and review of NCNHP mapping showed no known occurrences of either
species.
Signati
Print N
Title: Division Enqineer, Division 7

LowlMinimal Impact Bridge Projec[ Data Sheet
TIP ND N/A
W85 1�BP.7 R.to
Coun Guntortl
Britl e Number Struclure No.400300
eritlge k40�30D aver South PmnA af
Desc�iption Stinking�uarterCreekonSR3355
ILa on Road
Basin �PeFear/JoNanLakeWalershetl
Classification WS-V; B: NSW
Stream S�N N!A
TYPQ Perennial
W elletl W itlih =20'
Size BankfuN = 25'
7y e Timber tleck on fim�er joists
Existing Structure Size i@ 16'4
Suff. Ratinq 59.5
Proposed Stmcture TY e Coretl Slab Bndge
Size (wie�nou� io om7 Z9'
Stream VSACE Im acts (LF� NIA
Non 404lmpacts (LF� ���A
USACE Impacts (AC) NfA
Wetlands Non 406 Impacts �AC NIA
CAMA Im acts AC) NIA
NC DWQ Buffers Im acts (SF) N/A
Buffer Application Required (>d0 ft) (Y/N) No
NC DWO StormWater Permit Permit Re uired Y/N) No
Habitat (y/n) Bald Eaple-NO '
Snallwhorletl aoonia-hlo
T8E Species Present Baltl Eagle-No
Small whotletl o onia-No
Bio Co�dusion SmaII Wnodeo poBOn�a-NO EHect
Moratorium T e NIA
Dates NIA
NativelHatche No
T�out Watets 7rout 5 ecies Present No
Trout Conditions YIN) No
WRC Reviewer NiA
CAMA AECS No
Essenfial Fish Habitat (yln No
Nav. Opening NO
115CG Permit No
Historic Pro erties No
Archaeolo iwl Resources No
Tribai Lands No
4�� Resources No
6 [LWCF Resourees No
Wild antl Scenic River No
Forest Service Lands No
NA Area No
FEMA Bu out No
FEMA Fiood Stud Yes
USTs Haz Mats Na
Relocatees 0
Location �'T 3555'180"
LONG 79 S4' 40 0"
. WetlanE .IS a linear wet swale Ihatappeers ta ��sve been excava[eo in Ihe pasL This loa quaiip� weflantl
. receives sbrm ilows antl mnoff hom Lallon Roatl. HardwooC forest within Ihe project stutly ar_a have a
Dense, closetl canopy with limited/no light Baps ar ranopy hreaks; not suitable for habitaf lor small Wnotl=tl
pogonia. No sultahle leetlinalwater source is loca�etl within 1.0 mile o( the stutly area incWdinq a 660 ioa[
radius imm the edge o( Ne sludy area [o suppott bald eagle habifal. Since tnere is m to2B�ng habltat
Project Comments �+ithin fie review area, a survey of lhe pmject swdy area an0 the area within 66� feetoF t�e pmjeci Ilmits
was not conducted. Atltlitionally, a revie�+of ihe NCNHP Qafabase, uptlated January 2012, revealetl no
knovm occarrences ofsmallwhorletl pogonia or baltl eagle withln 1.0 mile of Ihe pro�ect stutly area. As of
5181t2, no DW� or USACE Jurisdictional tletertnination has been contluctetl anhis sfte. Wetlan4 Slrezm,
antl Bufier'unpacts are based oR preliminary tlesign antl are no! bnal.
Completed by: ' I
LeaE En9lnea� (orc��� � � i '%%
enmro�menuiomcer 6 'I J — V
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5111l2a12

Project Tracking Na.
13-04-0032
ioa�d ARCHAEOLOGICAL SURVEY REQUIRED FORM ���,
`�'p a�Q� �' T v�alfd for Hi to ic Arch� cu e and OLanOd c1 pes. You mu�st cousult separa�ely with'tha t �� ���M1��+
�
'°,,�,:;�� Historic Architecture and Landscapes Group. �� u_-E.��,�.%�
PROJECT INFORMATION
Project No: Structure 400300 Counry: Guilford
WBSAro: 17BP.7.R.10 Documenr. CE
F.A. No: N/A Funding: � State ❑ Federal
Federal Permit Required? � Yes ❑ No Per-�nit Type: Not Listed
Project Description: In order to improve traffic safety, NCDOT's Division 7 proposes to replace in place
Bridge No. 300 on Layton Road (SR 3355) over a branch of Stinking Quarter Creek. The current bridge
was built in 1956. Project length measures about 364 feet (0.069 mile). Permanent drainage easements
beyond NCDOT's cmrent 60-foot ROW will be required. Based on the proposed designs, the Area of
Potential Effects (APE) measures approximately 46,809 square feet (].07 acres) inclusive of the existing
roadway.
SUMMARY OF ARCHAEOLOGICAL RESOURCES REVIEW: SURVEYREQUIRED
Brief description of review activuies, results of review, and conclusions:
A map review and site file search was first conducted at the Office of State Archaeology (OSA) on
Friday, Apri] 12, 2013. A comprehe�sive archaeological survey at this particular bridge locations has
never been conducted, and no archaeological sites have been recorded within one-half (1/2) mile of the
proposed project. Digital copies of HPO's maps (Kimesville Quadrangle) as well as the HPOWEB GIS
Service (http://gis.ncdcr.gov/hpoweb/) were last reviewed on Thursday, April 25, 2013. There are no
known historic architectural resources located wiChin the project area Yliat may have intact arcl�aeologica]
deposits within the footprint of the proposed project. I� addition, topographic �naps, historic maps
(NCMaps website), USDA soil survey maps, and aerial photographs were utilized a�d inspected to gauge
envirorunental factors that may have contributed to historic or prehistoric settleme�t within the project
limits, and to assess the level of modern, slope, agricultural, hydrological, and other erosive-type
disturbances within and surrounding the archaeologica] APE.
This is a State-funded project that will require a Federal permit as well as permanent drainage easements
to either side of Layton Road (SR 3355). From an environmental perspective, the APE consists of
Wehadkee silt loam (Wh) within the floodplain setting of this branch of Stinking Quazter Creek as well as
sectio�s of Cecil sandy clay loam, 6-10% slopes, eroded (CeC2) and Cecil sandy loam, 2-6% slopes
(CcB) to either side of the drainage. Despite the presence of poorly drained and eroded soils within tl�e
APE, soil conditions and topography witl�in the western portion of the APE have the potential to contain
intact archaeological deposits. Based on the information provided, an archaeological survey is
recommended for the proposed project. A visual inspection of the Area of Potential Effects (APE) along
Layton Road (SR 3355) should be conducted first, followed then by systematic archaeological
excavations within areas of moderate to high archaeological probability. Based on a review of the design
plans, excavations should be focused within, but may not be limited to, the Southwest Quadrant of the
proposed project. Should the description ofthis project change or design plans be made available prior to
constructio�, additiona] co�sultation regarding archaeology will be required.
"A2CHAEOLOGfCAL SU2VGY It[Oi1lRED "jarm fariNinor T�nnsporrmionYr jecrs ar Qun! f ed in ihe 200i Progrnmmaiic Agreemenr
1 of 2

SUPPORT DOCUMENTATION
See attached: � Map(s) � Previous Survey Info ❑ Photos
❑ Photocopy of County Survey Notes Other:
FINDING BY NCDOT ARCHAEOLOGIST — SURVEYREOUIRED
i /
NCDOT
PROPOSED FIELDWORK COMPLETION DATE
Prajec! Tracking No.
❑Correspondence
April 29, 2013
Date
July 29, 2013
Figure 1: Kimesville, NC (USGS 1970 [PR1982]).
"A2CHAEOLOGICAL SURVEI' REOUlRED"j rm jor Minor Trmrspatarion Projecn a.r Ovaf fed in rhe 200] Progr�arnmalic Agreernenl.
2of2

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Praject Tracking No.:
13-04-0032
NO NATIONAL REGISTER OF HISTORIC PLACES
` ��� ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES .,,.�'��
� �^"%� ' PRESENT OR AFFECTED FORM � � :o�
� �� �l � �� A;
a o o "�s This form onty pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not � ��
'`- �' �� valid for Historic Architecture and Landscapes. You must consult separately with the `b" �ry
Historic Architecture and Landscapes Group.
PROJECT INFORMATION
P�roject R'o.
WBS No:
F.A. No:
Structure 400300
17BP.7.R.10
N/A
Federal Permit Required?
Counry:
Docuinent:
Guilford
CE
Funding.� � State ❑ Federa]
� Yes ❑ No Permit Type: NoY Listed
Project Description: In order to improve traFfic safety, NCDOT's Division 7 proposes to replace in ptace
Bridge No. 300 on Layton Road (SR 3355) over a branch of Stinking Quarter Creek. The current bridge
was built in ]956. Project length measures about 364 feet (0.069 mile). Permanent drainage easements
beyond NCDOT's current 60-foot ROW will be required. Based on the proposed designs, the Area of
Potential Effects (APE) measures approximately 46,809 square feet (1.07 acres) inclusive of the existing
roadway.
SUMMARY OF ARCHAEOLOGICAL FINDINGS
T/ze Nort& Carolina Departme�Zt of Transportation (NCDOT) Archaeology Group reviewed t/ze subject
project and determined:
�
�
�
�
�
RI
There are no National Register listed ARCHAEOLOGICAL SITES within the projecYs
area of potential effects.
No subsurface archaeological investigations were required for this project.
Subsurface investigations did not reveal the presence of any archaeological resources.
Subsurface investigations did not reveal the presence of any archaeological resources
considered eligible for the National Register.
All identified archaeological sites located within the APE have been considered and all
compliance for archaeological resources with Section 106 of the National Historic
Preservation Act and GS 121-12(a) has been completed for this project.
There are no National Re�ister Eligible or Listed ARCHAEOLOGICAL SITES present
ox affected by this project (Attach arry notes or documents as needea�
Brief description of review activities, results of review, and ronclasions:
A map review and site file search was first conducted at the Office of State Archaeology (OSA) on
Friday, April 12, 2013. A comprehensive archaeological survey at this particular bridge locations has
never been conducted, and no archaeological sites have been recorded within one-half (1/2) mile of the
proposed project. Digital copies of HPO's maps (Kimesville Quadrangle) as well as the HPOWEB GIS
Service (http://gis.ncdcr.gov/hpowebn were last reviewed on Thursday, April 25, 2013. There are no
known historic architectural resources located within the project area that may have intact archaeological
"NO NATIONAL REG/STER ELIGBLE OR LISTEU ARCHAEOLOGICAL S/TES PRESENTOR AFFGCTGU
form for Minor Tronrporraiion Projeas os OualijeJ in rhe ?00] Programmaiic Agreemenr.
I of 4

Projec( Tracking No.:
13-04-0032
deposits within the footprint of the proposed project. In addition, topographic maps, historic maps
(NCMaps website), USDA soil survey maps, and aerial photographs were utilized and inspected to gauge
enviromnental factors that may have contributed to historic or prehistoric settlement within the project
limits, and to assess the level of modem, slope, agricultural, hydrological, and other erosive-type
disturbances within and surrounding the azchaeological APE.
As stated in the Survey Required Form for this project, "Tliis is a State-funded project that wil] require a
Federal permit as well as permanent drainage easements to either side of Layton Road (SR 3355). From
an environmental perspective, the APE consists of Wehadkee silt loam (Wh) within the floodplain seiting
of this branch of Stinking Quarter Creek as well as sections of Ceci] sandy clay loam, 6-] 0% slopes,
eroded (CeC2) and Cecil sandy loam, 2-6% slopes (CcBj to either side of the drainage. Despite the
presence of poorly drained and eroded soils within the APE, soi] condiYions and topography within the
wester� portion of the APE have the potential to contain intact archaeological deposits. Based on the
infonnation provided, an archaeological survey is recommended for the proposed project. A visual
inspection of the Area of Potential Effects (APE) along Layton Road (SR 3355) should be conducted first,
followed then by systematic archaeological excavations within areas of moderate to high archaeological
probability. Based on a review of tUe design plans, excavations should be focused wiYhin, but may not be
limited to, tl�e Southwest Quadrant of the proposed project. Should the description of this project change
or desig� plans be made available prior to construction, additional consultation regarding archaeology
will be required.°
Field investigations of the locations making up the project's APE occurred on Thursday, May 9, 2013,
and were comprised of pedestrian survey and systematic shovel testing to locate and assess potentially
significant archaeologica] remains that could be damaged or destroyed by the proposed project as
described above. Each quadrant of the projecYs APE was visually inspected in order to detennine the
need for excavaYions. A total of 3 shovel tests was excavaYed, with �ojudgmental or radial shovel tests
required. All 3 shovel tests proved to be negative for azchaeological material. Please refer to the Shove]
Test Discussion for detailed descxiptions (soil strata, color, and texture) of each shovel test. Based on the
extent of the proposed APE and other environmental factors, shovel testing occwred only within the
Southwest Quadrant of the project area, which is currenUy a gently sloping cow pasture overlooking an
unnamed branch of Stirilcing Quarter Creek; the presence of eroded and poorly drained soils and the
limited nature of the APE negated any �eed for testing in the NorChwest, Northeast, and Southeast
quadrants. Soil conditions within the Southwest Quadrant revealed no evidence of a plowzone, and the
relatively shallow stratigraphy of the shovel tests suggests that this landform has been subjected to some
form of erosion that has lessened the depths of the naturally occurring soil layers. Despite the
environmental setting and conditions, investigations did not reveal any arcl�aeological materials. As a
result of this survey, no archaeological sites were located. At this time, no further archaeological work is
recommended prior to construction. A finding of "no historic properties° is considered appropriate in
association with this bridge replacement project. Should the description of this project or design plans
change prior to construction, then additional consultation regarding archaeology will be required.
Shovel Test Discussion (see map for spatial reference):
STP 1: 0-Scmbs, SYR 3/4 SA Clay LM; 5-20cmbs, SYR 4/6 Clay. No cultural material.
STP 2: 0-1 lcmbs, SYR 3/4 SA Clay LM; 11-30cmbs, SYR 4/6 Clay LM. No cultura] material.
STP 3: 0-14cmbs, SYR 3/4 SA Clay LM; 14-16cmbs, SYR 4/6 SA Clay. No cultural material.
"NO NATlOb'A7. RFGISTER ELIGIRLE OR LISTEU ARCXAFOLOG/CAG SITESYkES'ENT OR AFFECTEU
form jorMinor Tmnrpormrion Projens ar Oualrjred in the 200] Progrommaric Agreement.
2 of 4

SUPPORT DOCUMENTATION
See attached: � Map(s) ❑ Previous Survey Info
Signed:
�
NCDOT
Projec! Tracking Na.:
13-04-0032
� Photos ❑Correspondence
May 13, 2013
Date

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PrajedTrarkingNo. (fnlernrz! Ure)
13-04-0032
HISTORIC ARCHITECTURE AND LANDSCAPES
**SURVEY REQUIRED 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.
PROJECT INFORMATION
Project No: County: Guilford
WBSNa.: 17BP.7.R.10 Dacument CE
Ty e:
Fed. Aid No: N/A Funding: � State ❑ Federal
Federal � Yes ❑ No Permit
Permit s : Ty e(S):
PYOiect Description:
Replace Bridge No. 300 over Stinking Quarter Creek on SR 3355 (Layton Rd).
UP H1J7'U1tiCAKl;HI1El:fUt(N;A1Vll
Descrintion of review activities, results, and canclusions:
Review of HPO quad maps, HPO GIS information, historic designations roster, and indexes was
undertaken on April ( 6, 2013. Based on this review, there are no existing NR, SL, LD, DE, or SS
properties in the Area of Potential Effects, which is 75' from the centerline each way and 300' from each
end of the bridge. There is a house built c. 1941 east of the bridge, and a survey will be required to assess
the property.
SUPPORT DOCUMENTATION
�Map(s) ❑Previous Survey Info. ❑Photos QCorrespondence ❑Design Plans
FINDING BY NCDOT ARCHITECTURAL fIISTORIAN
Historic Architecture and Landscape�-- **SURVEY REQUIRED**
Architectural Historian
Anticipated Fieldwork Completion Date: October 17, 2013
Hisiaric Archilennre mrGLandscapes S[IRVGY R1iQOlRGUjorm jor Minor 7Yantpurmrion Pr'ajeRS as Qrml fed in �he d00� !'inginnunalic ARmenienl.
Page 1 of 2

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Project Locn[ion.
HPO GIS, Bridge and House. Several out6uildings northeast of house.
Hieioric Archueniae arid La�dscapes SURVEY 2GQUIR4D form/or Mi�mrTrnnrpormlion R'ojecl.r as QrcAifieG in Ihe 1007 Pragranmialic Agi'eement �
Page 2 of 2 ;

,�°*,�'�_ +
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�
PrajecL T� udring No. (Into�nrzl Ure�
13-04-0032
HISTORIC ARCHITECTURE AND LANDSCAPES
NO HISTORIC PROPERTIES PRESENT OR AFFECTED FORM
This form only pertains to Historic Architecture and Landscapes for this p�roject. It
is not valid for Archaeologica] Resources. You must consult separately with the
Archaeology Group.
PROJECT INFORMATION
Project No: County: Guilford
WBS No.: 17BP.7.R10 Document CE
Ty e:
Fed Aid No: N/A Funding: � State ❑ Federa]
Federnl � Yes ❑ No Permit
Permit s : Ty e(s):
Proiect Descripiion:
Replace Bridge No. 300 over Stinking Quarter Creek on SR 3355 (Layton Road).
SUMMARY OF HISTORIC ARCHITECTURE AND LANDSCAPES REVIEW
� There are no National Register-listed or Study Listed properties within the project's area of
potentia] effects.
� There are no properties less than fifty years old which are considered to meet Criteria
Consideration G within the project's area of potential effects.
❑ There are no properties within the project's area of potential effects.
❑ There are properties over fifty years old within the area of potential effects, but they do not
meet the criteria for listing on the National Register.
� There are no historic properties present or affected by this project. (Attach any notes or
documents as needed.)
Date of field visit:
Description of review nctivities. resu[ts, anr! conclusions:
Review of HPO quad maps, HPO GIS information, historic designations roster, and indexes was
unde�taken on April 16, 2013. Based on this review, there are no existing NR, SL, LD, DE, or SS
properties in the Area of Potential Effects, which is 7S from the centerline eacli way and 300' from each
end of the bridge. There is a house built c. 1941 east of the bridge, and a survey will be required to assess
the property.
A survey was conducted on the house to assess the project and the property. After further research and
review, the Humble House, a one-story Craftsman style bu�galow built in the eady 20'�' ceutury, has the
potential to be eligible for National Register listing. However, the proposed project will not have an
adverse effect on the house, related outbuildings, or surrounding property, as the effects will be minimal
and the house and outbuildings are over 300' from the east end of Bridge No. 300. The bridge will be
replaced in current location and approach road will remain on existing aligmnent. In addition, Bridge No.
300 is not eligible for NR listing.
Hisiaric Archilecmre aud l.nndscapes NO H1S%'OIElC PXOPIi2TfGS PR&SGNT OR APPL•CT1iD jarm/ar'Minor' Trmispwlalion ProjecLS a.s QualifieR in ihe 2007
P�ogi'mnmalic A%raeraent.
Page 1 of 3

SUPPORT DOCUMENTATION
�Map(s) ❑Previous Survey Info. ❑Photos �Correspondence ❑Design Plans
FINDING BY NCDOT ARCHITECTURAL HISTORIAN
HiSC0I1C AiCI112eCYUIB 3rid L3ria5C3p2S — NO HISTORIC PROPERTIES PRESENT OR AFFECTED
NCDOT Architectural Historian
Date
Hirroric Archileclure and LouJscapes NO N/STORIC PROPERTlES PRLSGNT OR APFH.'CTGD�orrn farMinorTronspoNalion Po'ojecls as Quol�erl in IAe 2007
Programni aric Agreem enl.
Page 2 of 3

Looking cast towards Bridge No. 300.
Drivee�ay is to modern house northwest of bridge.
Humbie House, looking north. House and outbuildings are outside of the AYE.
Hismric drehilechire and Landscape.r NO H1S7'OIUC P201'LRTILS PR1iSGN7'OR AFP£CTGD fonn for' Minor n'anspa+'m�iai Projecrs ns �imlifie4 in (he 2007
Progronrrnmic Agreemerrl
Page 3 of 3

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PROFILE (HORIZONTAL)
DESIGl�' DATA
ADT 2013 = 770 VPD
ADT 2033 = 770 VPD
DHV =
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V = 60 MPH
FUNC CLASS = LOCAL
RURAL
SU�REGIONAL TIER
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G UILFORD CO U1�TY
LOCATIOlY: BRIDGE 1Y0.300 OVER STIlYIZI1VG QUARTER CREEK
TYPE OF WORK GRADII�TG, PAVING, DRAINAGE, A1�D STRUCTURE
WETLAI�D IMPACTS PACKAGE
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CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES
PROJECT LENGTH
LENGTH ROADWAY PROJECT
LENGTH STRUCTURE PROJECT
TOTAL LENGTH OF PROJECT
= 0.070 MILES
= 0 010 'MILES
= 0.080 MILES
PLANS PREPAHF.D FOR � Kimley-Hom
7HE NCDOT BY: ��� andASSOCia�es,lnc.
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i0(3 SI'ANOARD SPECfFfCAT(ONS •� X0 w
RIGH7 OF WAY DATE: ]EFFREY W. MOORE, P.E.
PROf£C! EYGLVFSR
LETTING DATE: I EL7ZABETH LYNCH P.E.
MAY 21 2013 Pxoiccr nesmx �cI".•Fa
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� PROIER iEFFPFN[E NO. $NER NO.
BRIDGE FIYDRsYfLIC �A7A � - - - - � '� � . . ' ..._ . � � . . , . . ❑=❑ /7BP7RJ0
_ . _ . _ _ . .. _ __ _. _ ._- - -. _. _. . -_.. --
---- -- � -- � ' � ' ROAOWAY �ESIGN HY[1RAUpCS
,_ _ - ENGINfEA FNGWEER
OES/GN DISCH?fiGE = IlW CFS � .
DESIGN FREIX/ENC/ = 25 YR � _ _ "_ -._. _ _ " " __ _- ' "- _ - .._ ._ " _ _ ' _ _- _ '_ _ .. _ _ __ .. ' ' ' _ . _ .
OES�cx �rx ftEVanoa a 6�8 � . � . � � � . . . . � . . � . _ � . . . . .4 " _ � � ' �:. Kimley�tiorn INCOMPLE 'E PLANS
........... B0.5E Q'SCHARGE - i400 CFS . - ...- '- .. . -. . .. . .. . _ . -- -: . :. � . . .. . _.... . - - . . . �. 3nd Assodates� InC. m �r vss rm iw .rn�„on
BASE FREWENGY = IW 1'R � - p/.= /��pm P7= J3+57�,pp � - -� - .... � - �� -- PRELIMIN RY PLANS
BASE M9 ElEVATION = 61006 FT " , . � . . - . . . P.o. aox noae
0/ERfO°PING DISCHARGE = n60 CFS . . -_ . - _ __ . .. _ _ . .. _. E� -..6D83d' � . _ _ _ . . .. .. E! 60914'-. . - - " ' '...-._' -" " . - xueicN. N.C. ne3saoee m xor vss wnsrnvrnox
0/ERfQ°PING FREIXIENLY = 25 yR � � - � � VC = 146' � � - - - � ✓C = 210' N �GR - '
. . K = 50 X 27 '�- $rA 14+BDD0 . ..-
. _.... OVEA(OPPING ElEVATION - 6L14B5 FT . . .. . _.. - . . . . . _ - :OS - 35� . . . . � � 'DS = 25 - � ELEV 5/9A2' .
- - 8EGlN-GRPDE . ELSlAl2+6132 -L-. __ _. . . TIE TO EXtST PAVEMEMT _ . . . . . .. ..
____ _ , . _. _. __ . . _. _ . . ._� .�� . _ . .. . _ _. . . _ __ ._ . . __. " . . . _ _ . .. �.
OATE OF SURVEY = 02/W/l'!. ' .._ _ [R 55' . , ,. � �
WSELEVaTIOx . . . .. - . .. . . ELEV = 6f1A4'..:_ . . . . l'CORED S -: - - . . . . . . . - . . ..
_..__. AT OATE OF SUMfY = b04 F7 ' . . _. _ _. . - ' :CC. ELEV - 6�� . . . . . _
- ' � TIE 70 EXlST PAVEMEMT - - . -
630._ sxtw = 5v . . _
_ _ _ _ _ _ _ 610__
.... . . . . . _ _ _ -_ _ .. �- BEGIN BRILr,E � ND Rl . � -- . -.
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- � PROIER RECERENCE NQ SHRi NO.
BRIDGE HYDRPULIC OATA ... . .__�_.. _ .>_ _ . .:_ "��' - .::.. .... -- _ _ _ :. -- �-- . . �.-.. _. . -.- _- _._' . _ _' ' . . . . ._ � aonowevB�PS Fl0 xroeauucs
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-: _.. . � _ ' _ .. ENGINE9� FNGWEE0.
OESlGN dSCHaHGE = IlW CFS �.. _ . � . _ . . '�- . .-- . _.._. _ _ . .__ ... . . _ ._.. _
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' 0.`5/GN FRELClENC/ = 25 YR ' ""'�.... . ..... .'_� .- -_...' " . . . . .- � � � K11fiIZy-HOtfl
OES�Grv'm' ELEr.v�Ox - 6�a Fr . - - � � - � - -_ . _ - '. _ andAssodales,lnc. 1NCOMPLE E PLANS
� _. ... . . .__ .._ �. . _ . . m ,� y..a .. .��,,.+„�
_.._._.. BASE OlSCHaRGE - I400 CFS .. . _ . . . � _ _ . . _ � .
BASE FREIX/ENLY � � IN rR -- - � � . -; ��� P1= (3+573Ip � ^. _ � - ' - - - � - � P.o. eox aooae
easE Hw E[EVanox = ypo6 Fr - P!=-fl+ftT.(}9 __ _ .'_ RY PLAN
"—'_ D/ERrO�PING pSCHMGE = n60 CFS . .. _ _.._ ��. __... . ._.. . ::__ . . .-. EL =60B5�'_' ._ __-. - . _: _ _ _ __ ..,�� _ 609I4'- . _ . � . N �. R .� ..._ ��. ' - ' . _ - xuemn, x.c. veosaoaa
... w nor um coxenucrzax
VC=140'
0/ERrO°PIxG FREWENLY = 25 YR . _.... . . - '� � K�.= 50 . K - 27 . -L- STA 14+80dJ0 _. -
_.__. wearoaamc ertvanox - 5oea5 Fr - . �_ .. ... � . . : . - . •DS-_= 3,5 � _ . - -:.� . •IIS = 25 - EtEV - 619.02' _ -
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�.. ���:._ W. -- ._.__.,.__ �.. �- BEG1N GRAf3E -.. _ . . _ .. _ -,__ ' ..' _ .� .. _ __ ._. . . .._-_ _ _. �.... ..
DATE OF SUMEY = 02/O!/12 � .-._ . _ -.- _._ . ^ � !Q 55` _ . . .. _ " . - _.
WSEItVAnON ... . ECEY - 6/fA4' .. C'COR S - _ ... _ , _. _ __ , .. _. ,-- .. __"
_...____. _- .... _ . . . . . Cl: ELtV = 608'87" ._ __ __ . __.. . . _. __ . _ . . .. ._ .. .
AT OATE OF 50liVEY = 60%7 FT = � i/E r0 EXESY �PAVENENT . _. , - - - .
_ - SRt�v = � _ _._b3Q_.
_.630__ . _ _..._ _ ._ _ -_ _ _ . _- -- � _ —
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--- ----'-- -` -' --..- . - . --"- -._ .. _._.. . _._... _ . _.__ . - �-- ELEV =�60420` _ .`-.-_ -.�._-,_.. .._. . _ .
, _ . _ . _ _ _ � . . .. . EL.EV = Fi�B7fi• - . . . . _ -... . . . . _. � 6.2Q
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o' "" .......... . . ._ uvusoao rnwn ' � � _.� . ElEV = 6011A . 25Y . .. ' _ _ . . _ _: .. .... - .. . . _.'. . .bl
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