HomeMy WebLinkAbout20140220 Ver 1_Application_20140305Low Impact Bridge Project Data Sheet - Attachment G
Priori n/a
TIP NO n/a
WBS 17BP.9.R.79
Coun Rowan
Britl e Number 790163
�escrlption SR 2343 Lovrer Palmer Roatl Britl e ove�tnbuta to Secontl Creek
0.1 mile easl of Junction SR 2369
Basin Yatlkin
Classiicatlon Class C
Stream SIN �2-��7-p
T e erennial siream unknovm fibuta to Secontl Cmek
Size width 8 tle th 14 feet vntle, 1 fool tlee
TYPe Tm6er tleck on I-Beams. Abutments antl intenor benls: rubble mason
Existing5tructure Size (km m�om-om) 780s uamteet 39feelx20feet
Suff. Ratin fi0.6
Proposetl Structure T e Sin Ie 70-fool s an; 24-inCh wretl slab wilh 4-inch entl bent ca s
Size �en amo�rt-om 2,t00s uarefeet 70feetx30fee1
USACE Impacis (LF) 4� feet tempo2ry and pertnanent tlisturbance of bank (see P�ojec[
Stream Comments section below
NCDW(1 Impacts (LF) 4� het temporary antl pertnaneM tlisturbance of bank (see Project
Commenls section belaw
USACE Im acis AC none
Wetlantls Non4041m acis AC) none
CAMA Im acts AC n/a
NC DWQ Buflers Impacfs (SF) n/a
BufferApplication Required (Y/N no
NC DWQ Storm Wafer Permit Requiretl (VM) no
Habifat /n) no
T8E S ecies PreseM no
Bio Conclusion n/a
Moratorium T pe erWRC none
Dates n/a
Native/Hafche none
Trout Waters Trout S ecies Present none
T�out Contlitions (Y/N) no
WRC Reviewar none
CAMA AECs n/a
Essential Fish Habitat(y/n no
Nav. enin no
USCGPermit natr ui(ed
Htstorie Pro erties none
Archaeolo Ical Resources none
Trfbal Lands none
4( Resources none
6(� LWCFJ Resources none
Wiltl antl Scenic River no
ForestService Lantls no
TVA Area no
FEMA Bu out no
FEMA Flootl Stud no
US7s Haz Mats none
Relocatees none
Location �T 35D33'58.61"N
LONG 80D22'S5.18"W
Exisling bntlge entl bent and masonry, onginally in stream bank of
jurisdiclional stream (LF=32), was subiractetl from the pertnanent
strearn impaci fo� the area (LF=42) antl ihe temporary stream impact for
the arae (LF=G9). The resuXing pertnanent stream bank impac[ is 10
LF. The resuAing temporery s[ream bank impacl is 37 LF. Detour oR-
site (7.8 miies in lengih). No tempoary bridge or roadwdy wnsliuclion
on tlelour- No reilroad crossing on detour. No stage consWdion.
Existing bntlge entl bents removal antl excavalion neartop of bank.
Project Camments Effiimatetl 160 CV excavation adjacen[ to east bank. Class II np rap will
be placetl in front of entl benis awayfrom stream bank. Bntlge
construction shall be pertormetl in only tlry or isolation sections of the
channel. Impervious tlikes are to be used to isolate wnrk from stream
Flow as necessary. Sediment Iaden vrdter vAll not be pumpetl tli�edly
into stream tlunng tlewatering, antl vnll be fitleretl ihmugh a stilling
basin. Likely will neetl USACE NWP 3 permil tor impact to sUeam antl
stream bank tlue to 6entlmasonry removal antl bntlge wnslmc[ion.
COmplefed 6y: Ray Magsanoc, February 19, 2014
Lead Engineer, Da[e
. .�4� ►9�:.. � � �' � ��'
Divisi nvironmenWlO�cer Date
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ROWAN COUNTYNC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS
2012 STANDARD DRAWINGS
1633.01 Temporary Rock Silt Check Type A
EC-1
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
RALEIGH, N.C.
ROADSIDE ENVIRONMENTAL UNIT
2012 STANDARD SPECIFICATIONS
NATURAL RESOURCES DIVISION OF WATER QUALITY.
ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND
NCG-010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE AUGUST 3, 2011
WITH THE REGULATIONS SET FORTH BY THE
THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY
Temporary Silt Ditch
Temporary Silt Fence
Silt Basin Type B
TSD
TDTemporary Diversion
Temporary Rock Silt Check Type-B
Temporary Rock Silt Check Type-A
Temporary Rock Sediment Dam Type-B
TSD
Std. #Description Symbol
Temporary Berms and Slope Drains
1630.03
1630.05
1605.01
1622.01
1630.02
1633.01
1634.02
1635.01
1632.03
Rock Pipe Inlet Sediment Trap Type-A
1606.01 Special Sediment Control Fence
Rock Inlet Sediment Trap Type C
Wattle
1630.06 Special Stilling Basin
Matting and Polyacrylamide (PAM)
Temporary Rock Silt Check Type-A with
Wattle with Polyacrylamide (PAM)
1633.02
LEVEL IIIA CERTIFICATION NO.
640
LEVEL IIIA NAME
CHARLES HEAFNER
ENGINEER.
NEED TO BE INSTALLED AS DIRECTED BY THE
ADDITIONAL EROSION CONTROL DEVICES MAY
REQUIRE PRIOR APPROVAL BY ENGINEER.
NOTES: ANY DEVIATION FROM OPTIONS GIVEN WILL
Scale 1" = 30’
030’30’60’
EROSION CONTROL PLAN
2012 STANDARD DRAWINGS
Temporary Silt Fence1605.01
Temporary Berms and Slope Drains
1606.01
1622.01
Special Sediment Control Fence
1631.01 Matting Installation
1632.03 Rock Inlet Sediment Trap Type C
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
PLANS PREPARED BY:
LICENSE NO. F-0165
RALEIGH, NC 27601
SUITE 1500
434 FAYETTEVILLE STREET
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
17BP.9.R.19
DIKE
IMPERVIOUS
Rock Inlet Sediment Trap Type B1632.02
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RETA
IN
REMOVE
15"
SEE DETAIL A
W/ PSRM
TOE PROTECTION
EXISTING PIPE
CLEAN OUT
T
(BURR
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CMP
P
IPE
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NAD 83/NSRS 2007
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/W
EXISTING R/W
EXISTING R/W
12"RCP
LOWER PALMER RD SR 2343
18’ BST
PALMER ROAD
TO UPPER
TO
KI
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CREEK
EXI
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W
TREXLER HEIRS
LESTER PAUL
RUTH A MANERS
DAVID R &
ANN R FURR
WILLIAM S &
TREXLER HEIRS
LESTER PAUL
MARK A MISENHEIMER
SHELLIE M &
BM#1
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PLANS PREPARED BY:
LICENSE NO. F-0165
RALEIGH, NC 27601
SUITE 1500
434 FAYETTEVILLE STREET
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
SHEET NO.PROJECT REFERENCE NO.
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
SITE DESCRIPTION
SOIL STABILIZATION TIMEFRAMES
STABILIZATION TIME
7 DAYS
TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES AND SLOPES
HIGH QUALITY WATER (HQW) ZONES 7 DAYS NONE
SLOPES STEEPER THAN 3:1 7 DAYS
IF SLOPES ARE 10’ OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED.
NONE
SLOPES 3:1 OR FLATTER 14 DAYS
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50’ IN
LENGTH.
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 NONE, EXCEPT FOR PERIMETERS AND HQW ZONES.
EC-217BP.9.R.19
......,�' ��.,,�
�61����iR��
R�1� �,��
..` :I+ti ;f`'`�-.� � ��'
J ,l i st
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-�- tr
Project No:
WBS No. :
Fed. Aid No:
Federal
Project Trackeirg No. (Internal Use�
14-01-0014
HISTORIC ARCHICTECTURE AND LANDSCAPES
NO HISTORIC PROPERTIES PRESENT OR AFFECTED 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
County: Rowan
17BP.9.R.19 Document PCE
Proiect Descrintiort :
Yes I I No
Funding:
Permit
State I I Federal
NWP 14
Replace Bridge No 163 over a tributary to Second Creek on SR 2343 (Lower Palmer Rd).
SUMMARY OF HISTORIC ARCHICTECTURE AND LANDSCAPES REVIEW
� There are no National Register-listed or Study Listed properties within the project's area of
potential effects.
� There are no properties less than fifty years old which are considered to ineet 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: n/a
Descrintion of review activities, results, and conclusions:
Review of HPO quad maps, historic designations roster, and indexes was undertaken on January 30,
2014. Based on this review, there are no existing NR, LD, DE, ar SS properties in the Area of Potential
Effects. Review of the Rowan County ArcGis Tax Parcel Website revealed that one property in the APE
dates to 1937. A photograph of the house provided as part of the Request for Cultural Resource Review
shows the house to be one-story, side gable cottage with stone and brick chimneys. The house is
unremarkable for style or type and does not appear to meet the minimum criteria for National Register
listing. There are no other structures other than the bridge in the APE of this bridge project. The bridge
was constructed in 1956. It has a wood deck and wood rail and rests of stone piers. The bridge was not
identified as eligible in the 2005 Historic Bridge Survey.
Historic Architeclure nnd Lnndscnpes NO NISTORIC PROPERTIES PRESENT OR AFFECTED rornt foi� Minor Trnnsportn(io» Po ojec(s ns Qr�nlified ia 1he 2007
Programnrntic Agreenieut.
Page 1 of 3
SUPPORT DOCUMENTATION
�Map(s) ❑Previous Survey Info. �Photos ❑Correspondence �Design Plans
FINDING BY NCDOT ARCHITECTURAL HISTORIAN
Historic Architecture and Landscapes — NO HISTORIC PROPERTIES PRESENT OF AFFECTED
�
NCDOT Archite�tural HistSrian Date
Hisloric A��chitechu•e nnd Landsrnpes NO HISTORIC PROPERTIES PRESENT OR AFFECTED form for Mi�ior Ti•m�sportntion Projects ns Q�rnlified in t6e 2007
Progimnmatic Ag��eement.
Page 2 of 3
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Appendix C:
Photo log for Bridge
17BP.9.R.19
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View of the chimney feature on the residence located 275 feet
west-northwest of the bridge and beyond trees.
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ROADBIDB BNVIRONMBNTAL UNIT
DBPARTMENT OR TRANSPORTATION
DIVISION OF HIGHWAYS
u.�muMc
2012 STANDARD SPECIFICATIONS
INESE EROS(ON AND SHDIM116Af CONTROL PL1NS COMPLY
Wl7X THS R&GUTA770NS SSf FORTlf BY THS
NCG-010000 CSNERAL CONS7RUCT(ON PSRh1IT EAABCTIVE AUCUST 3, 2011
/SSUBD BY TH& NORTH CAROLlNA DHPARTMBNT OA 8N{?RONAfCNT AXD
NA7VRAL RESOURC&S DIVISION OP WATBR QUAL!(Y.
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TO UPPER �� O' /� BS O
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SEE DETAIL A
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1�.01 Tempoene� $i�f r'ence_____________ ��� �{{ ���
1(I�i.�l $pecis� $edimenE ConEea� r'ence _____
164Y.01 TemPo�a�� Sarme and SloPe D�dine T�' �
1630.OY SiIE Bnsin T�p� B-------------- � �
1(�.Q3 Tempornr� Si�E DiEcb ____. w
16E0.05 T�mPo�a�� D:oer..oa________________ �
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1634.03 Rock In1�E SedimenE Trap T�Pe C �
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1633.OY TemPo�a�� Ro�k S�lt Cha�k T�Pa-B____�
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163�.OY TemPornry Rook SedimenE Dam Type'B____ �
1635.01 Rock Pipe Inlee SedimenE T�ap Tyv�-A ________.�
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SHELLIE M &
K A MISENHEIMER
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SR
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CHARLES HEAFNER
LEVEL IIIA NAME
640
LEVEL IIIA CERTIFICATION NO.
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WILLIAM S &
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PRELIMINARY PLANS
DO NOT U36 POR CONSfItUC1'ION
LESTER PAUL
� TREXLER HEIRS
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DAVIO R & �
RUTH A MANERS
2012 STANDARD DRAWINGS
1605.01 Temporazy Silt Fence 1632.03 Rock Inlet Sed'uneut Trep Type C
1606A1 Speciel3ediment Cantrol Feuce 1632.02 Rock Iulet Sediment Trep Type B
1622.01 Temparery Berme and Slove Dreine
163L01 Matting Inetallation
1633.01 Temporary Ruck Silt Check Type A
LESTER PAUL
TREXLER HEIRS
NOTES: ANY DEVIATION FROM OPTIONS GIVEN WILL
REQUIRE PRIOR APPROVAL BY ENGINEER.
ADDITIONAL EROSION CONTROL DEVICES MAY
NEED TO BE INSTALLED AS DIRECTED BY THE
ENGINEER.
�
i � � � � � �
Project Tracking No.:
14-01-0014
/o �� NO ARCHAEOLOGICAL SURVEY REQUIRED FORM �'���t�
�q,��Q� .� This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not ��� �a
pp���> valid for Historic Architecture and Landscapes. You must consult separately with the �,��: �B
: o: ... �;,�
`>:.��4T� Historic Architecture and Landscapes Group. '��`(S�
PROJECT INFORMATION
Project No.
WBS No:
F.A. No:
#790163
17BP.9.R.19
Federal Permit Required?
County:
Document:
Rowan
MCS
Funding: � State ❑ Federal
� Yes ❑ No Permit Type: NWP14
Project Description: This project proposes to replace Bridge No. 163, which carries SR2343 (Lower Palmer
Road) over a tributary to Second Creek in Rowan County, North Carolina. According to the environmental
input request, the undertaking involves the in place replacement of the structure along the existing
alignment, thereby minimizing potential surface and subsurface disturbances at this location. A 1.8 mile
long off-site detour route (varnadore Rd to Gold Knob Rd to Upper Palmer Rd) is anticipated. The
archaeological Area of Potential Effects (APE) is centered upon Bridge l63 and measures 600ft in length
(300ft from each bridge end point) and I SOft in width (75ft from each side of the SR2343 center-line).
SUMMARY OF CULTURAL RESOURCES REVIEW
Brief description of review activities, results of review, and conclusions:
The project area is located in the south-central portion of Rowan, directly west-southwest of High Rock Lake and
immediately east of the small Rockwell community. A small tributary of Second Creek flows west to east through
the project APE. This section of Rowan County is characterized by a hilly and rolling Piedmont topography. The APE
primarily consists of eroded and moderately eroded ground surfaces.
First, construction design data and other pertinent project information was examined for determining the
character and extent of potential impacts to the ground surfaces embracing the bridge replacement. Once an APE
was defined, a map review and site file search was conducted at the Office of State Archaeology (OSA). This
background work determined that no previously documented archaeological sites are located in the archaeological
APE or adjacent.
Historic structure locations often harbor archaeological deposits and features related to the former occupation of
a property. An inspection of National Register of Historic Places (NRHP), State Study Listed (SL), Locally Designated
(LD), Determined Eligible (DE), and Surveyed Site (SS) properties employing resources available on the NCSHPO
website evidenced an absence of these historic resources within the project area. In addition, historic maps of
Rowan County were appraised for former structure locations, land use patterns, or other confirmation of historic
occupation in the project vicinity and archaeological/historical reference materials were inspected as well. In
general, the cultural background review established that no NRHP listed properties, archaeological sites, or
cemeteries are located within the APE or directly proximal. Based on cultural-historical factors, the APE is
considered to have a low potential for the recovery of archaeological artifacts, features, or deposits.
Further, topographic, geologic, and NRCS soil survey maps (ChA, PcC2, CeC2) were referenced to evaluate
pedeological, geomorphological, hydrological, and other environmental determinants that may have resulted in
past occupation at this location. Aerial and on-ground photographs (NCDOT Spatial Data Viewer) and the Google
Street View map application (when amenable) were also examined/utilized for additional assessment of
disturbances, both natural and human induced, which compromise the integrity of archaeological sites.
Environmental factors do not suggest a heightened archaeological site potential in the APE or surrounding project
area.
"No ARCHAEOLOGYSURVEY REQUIRED "forw for Minor Tinnsportntion Projects as Q��nlified in Nie 2007 Progrmniaatic Agreenrenl.
I of 2
Project Tracking No.:
erief Explanation of why the available information provides a reliable basis for reasonably predictinq
that there are no unidentified historic properties in the APE:
The project APE contains no NRHP listed historic properties, previously documented archaeological sites, or
cemeteries. Predicated on soil data, aerial imagery, and topographic information, sloping and eroded ground
surfaces dominate the APE. Modern residential home sites occupy the majority of the western project quadrants.
Therefore, significant, intact, undisturbed archaeological sites/resources are very unlikely to be affected by the
construction effort as proposed. No further work is recommended.
SUPPORT DOCUMENTATION
See attached: � Map(s) � Previous Survey Info
❑ Photocopy of County Survey Notes
FINDINC, BV NCDOT ARCHAEOLOGIST
NO ARCHAEOLOGY SUR VEY REQ UIRED
-� �- _.��_.��
� Photos
Other:
���d��
❑Correspondence
"No ARCHAEOLOGY SURVEY REQUIRED "form fa� Minor Ti�nnspormtrm� Projects ns Qtrnlifier! in (he 2007 Progrnniina(ic Agi�eenient.
2 of2
i
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ChA—Chewacla loam, 0 to 2 percent slopes, frequently flooded
Map Unit Setting
• Elevation: 200 to 1,400 feet
• Mean annual precipitation: 37 to 60 inches
• Mean annual air temperature: 59 to 66 degrees F
• Frost free period: 200 to 240 days
Map Unit Composition
• Chewacla, frequently flooded, and similar soils: 85 percent
• Minor components: 8 percent
Description of Chewacla, Frequently Flooded
Setting
• Landform: Flood plains
• Down-slope shape: Concave
• Across-slope shape: Linear
• Parent material: Loamy alluvium derived from igneous and metamorphic rock
Properties and qualities
• Slope: 0 to 2 percent
• Depth to restrictive feature: More than 80 inches
• Drainage class: Somewhat poorly drained
• Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 1.98 in/hr)
• Depth to water table: About 6 to 24 inches
• Frequency of flooding: Frequent
• Frequency of ponding: None
• Available water capacity: High (about 11.5 inches)
Interpretive groups
• Farmland classification: Prime farmland if drained and either protected from flooding or not frequently flooded
during the growing season
• Land capability (nonirrigated): 4w
• Hydrologic Soil Group: B/D
Typical profile
• 0 to 4 inches: Loa m
• 4 to 26 inches: Silty clay loam
• 26 to 38 inches: Loam
• 38 to 60 inches: Clay loam
• 60 to 80 inches: Loa m
PcC2—Pacolet sandy clay loam, 8 to 15 percent slopes, moderately eroded
Map Unit Setting
• Elevation: 200 to 1,400 feet
• Mean annual precipitation: 37 to 60 inches
• Mean annual air temperature: 59 to 66 degrees F
• Frost free period: 200 to 240 days
Map Unit Composition
• Pacolet moderately eroded, and similarsoils: 85 percent
Description of Pacolet, Moderately Eroded
Setting
• Landform: Hillslopes on ridges
• Landform position (two-dimensionalJ: Backslope
• Landform position (three-dimensional): Side slope
• Down-slopeshape: Linear
• Across-slope shape: Convex
• Parent material: Saprolite derived from granite and gneiss and/or schist
Properties and qualities
• Slope: 8 to 15 percent
• Depth to restrictive feature: More than 80 inches
• Drainaqe class: Well drained
• Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 1.98 in/hr)
• Depth to water table: More than 80 inches
• Frequency of flooding: None
• Frequency of ponding: None
• Available water capacity: Moderate (about 7.5 inches)
Interpretive groups
• Farmland classification: Farmland of statewide importance
• Land capability (nonirrigated): 3e
• Hydrologic Soil Group: e
Typical profile
• 0 to 7inches: Sandy clay loam
• 7 to 24 inches: Clay
• 24 to 33 inches: Sandy clay loam
• 33 to 80 inches: Loam
CeC2—Cecil sandy clay loam, 8 to 15 percent slopes, moderately eroded
Map Unit Setting
• Elevation: 200 to 1,400 feet
• Mean annual precipitation: 37 to 60 inches
• Mean annual air temperature: 59 to 66 degrees F
• Frost free period: 200 to 240 days
Map Unit Composition
• Cecil, moderately eroded, and similarsoils: 92 percent
• Minorcomponents: 8 percent
Description of Cecil, Moderately Eroded
Setting
• Landform:lnterfluves
• Landform position (two-dimensional): Summit, shoulder
• Landform position (three-dimensionalJ: Interfluve
• Down-slope shape: Convex
• Across-slope shape: Convex
• Parent material: Saprolite derived from granite and gneiss and/or schist
Properties and qualities
• Slope: 8 to 15 percent
• Depth to restrictive feature: More than 80 inches
• Drainage class: Well drained
• Capacity of the most limiting layer to tronsmit water (Ksat): Moderately high to high (0.57 to 1.98 in/hr)
• Depth to water table: More than 80 inches
• Frequency of flooding: None
• Frequency of ponding: None
• Available water capacity: Moderate (about 8.3 inches)
Interpretive groups
• Farmland classification: Farmland of statewide importance
• Land capability (nonirrigatedJ: 3e
• Hydrologic Soil Group: B
Typical profile
• 0 to 6 inches: Sandy clay loam
• 6 to 40 inches: Clay
• 40 to 55 inches: Clay loam
• 55 to 80 inches: Sandy loam
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REQUEST FOR CULTURAL
RESOURCES REVIEW FORM
Projecl 7racki�ig Ao. (G�lernnl L'se)
_ _ _ ..
, _ _ __ ,
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MEMORANDUM TO: Drew Joyner, Human Environment Unit �Q1�
1598 Mail Service Center, Raleigh, NC 27699-1598 ,�� 2� �
ATTENTION: Matt Wilkerson, Archaeology Supervisor ��Q
Mary Pope Furr, Historic Architecture Supervisor �,���
FROM: Bill Rice /V'1� J�^�s ,�.� 9
Senior Planner, Parsons Brinckerhoff � ��
�
SUBJECT: Request for Cultural Resources Review �i O�oi�
DATE: January 13, 2014 JAN 1
PROJECT INFORMATION
P��oject No: n/a
WBS No: 17BP.9.R.19
Coatnty: Rowan
Doctu�zent: Programmatic CE
F.A. No: n/a Farnding: � State ❑ Federal
�o e,� f�r0 �"l �
USGS Qua�l: Lat/long -��D3� �8.61''N. 80D22'S5.18"W
Projecl Description:
Replacement of Rowan County Bridge #790163 which is the SR 2343 (Lower Palmer Road) Bridge
over tributa�y to Second Creek
Pa�r•pose & Need:
Low impact bridge replacement
SCHEDULING AND CONTACT INFORMATION
Date Needed: March 2014
Enginee� :� PE tthew Jones, Tel 336-747-7800
DESIGN INFORMATION
Project Lengdz: 0.078 iniles
Emuil »>wjones@ncdot.gov
Exist. R/W.� 60 feet Proposed R/W: See Attachment
B
Exist. Speed Li»zit: 35 mph Proposed S�eed Limit: 35 mph
ExisL Y-Seclion: 60 feet
Varnadore Rd., Gold Knob Rd., Upper Palmer Rd., approx. length is 1.8
Detoin� Rozrte: �»iles.
Timber Deck on I-
Sn�uctaa�e Tj�pe: Beams/rubble mason�y I C'Gl' I31lII(: I9S6
abutments and interior bents