20150623 Ver 1_Public Notice_20150714

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US Army Corps
Of Engineers
Wilmington District
PUBLIC NOTICE
Issue Date: July 14, 2015
Comment Deadline: August 13, 2015
Corps Action ID Number: SAW-2009-01703
NC DOT TIP: B-4490
The Wilmington District, Corps of Engineers (Corps) received an application from the
North Carolina Department of Transportation (NC DOT) seeking Department of the
Army authorization to discharge dredged or fill material into waters of the U.S.,
associated with a bridge replacement project over the CSX Railroad, Norfolk Southern
Railroad, and Hillsboro Street in downtown Fayetteville, Cumberland County, North
Carolina.
Specific plans and location information are described below and shown on the attached
plans. This Public Notice and all attached plans are also available on the Wilmington
District Web Site at
http://www.saw.usace.army.mil/Missions/Re u�yPermitPro r1�px
Applicant:
Authority
North Carolina Department of Transportation, PDEA
Mr. Richard Hancock, P.E.
1598 Mail Service Center
Raleigh, NC 27699
The Corps evaluates this application and decides whether to issue, conditionally issue, or
deny the proposed work pursuant to applicable procedures of the following Statutory
Authorities:
� Section 404 of the Clean Water Act (33 U.S.C. 1344)
❑ Section 10 of the Rivers and Harbors Act of 1899 (33 U.S.C. 403)
❑ Section 103 of the Marine Protection, Research and Sanctuaries Act of 1972
(33 U.S.C. 1413)
Location
Directions to Site: The project site is located at the existing bridge number ll 6 on NC 24-
210 (Rowan Street) over the CSX Railroad, Narfolk Southern Railroad, and Hillsboro
Street in downtown Fayetteville, Cumberland County, North Carolina. To access the site
from Wilmington, North Carolina follow US Hwy 17 Business/US 421 North/US 76
Version 7.8.2014 Page 1

West towards Leland, then continue onto US Hwy 74 West until NC Highway 87 North
to NC 24/NC 87Bragg Boulevard, turn right onto Bragg Boulevard, then turn left onto
Rowan Street.
Project Area (acres): 0.6 mile Nearest Town: Fayetteville
Nearest Waterway: Cross Creek River Basin: Cape Fear
Latitude and Longitude: 35.060270N, -78.887311 W
Existing Site Conditions
The information below is taken from NC DOT's Federal Environmental Assessment
(EA) dated November 2011, NC 24-210 is a signed, seven-lane roadway, locally known
as Grove Street, with curb and gutter east of Ray Avenue, with three through lanes in
each direction and a center turn lane. West of Ray Avenue, NC 14-210 tapers down to a
four-lane curb and gutter roadway, locally known as Rowan Street and includes two
through lanes in each direction. Rowan Street ends at a signalized intersection with Bragg
Boulevard. Sidewalks exist on both sides of Rowan Street within the project area.
North of Rowan Street, NC 24 is routed along Bragg Boulevard, which is a four-lane
undivided with curb and gutter. South of Rowan Street, Bragg Boulevard is designated
SR 3828, and consists of a four-lane curb and gutter roadway, with sidewalks on both
sides within the project area. The sidewalk along the western side of Bragg Boulevard
through the project area, is a part of the Freedom Trail. NC 210 (Murchison Road) within
the project area, is a four-lane undivided highway with curb and gutter and sidewalks on
both sides.
West Rowan Street is a four lane undivided roadway with curb and gutter in the project
area. No sidewalks exist on either side of West Rowan Street between Bragg Boulevard
and Murchison Road. Sidewalks exist on the south side of West Rowan Street between
Murchison Road and Raleigh Street. The proposed project study area consists of three
distinct terrestrial communities: Small basin wetland, mixed hardwood forest, and
maintainedldisturbed, and are further described below:
• Small Basin Wetland-This community type within the project area
(approximately 1% of the study area) is found where water collects
draining from steep railroad grades. Dominant canopy and sapling species
include hackberry (Celtis laevigata), tree-of-heaven (Ailanthus altissima),
cherry laurel (PNUnus ca�oliniana), with Chinese privet (Ligustrum
sinense) in the shrub layer. The herbaceous and vine layer is sparse, and
primarily consists of trumpet creeper (Campsis radicans), and poison ivy
(Toxicodendron radicans).
• Mixed Hardwood Farest- This community type is commonly found in
pockets of land not already converted to residential or commercial
development and covers approximately 11% of the project study area.
Dominant canopy and sapling species include hackberry, winged elm
(Ulmus alata), pecan (Carya illinoinensis) sweet gum (Liquidambar
styraciflua), red maple (Acer rubrum), red mulberry (Morus Nubra),
Version 7.8.2014 Page 2

willow oak (Quercus phellos), tree-of-heaven (Ailanthus altissima), and
loblolly pine (Pinus taeda). The primary shrub layer consists of Chinese
privet, and cherry laurel (Pr�unus caroliniana). The herbaceous layer is
nearly non-existent, but does contain vines including summer grape,
climbing hempweed (Mikania scandens), saw greenbrier (Smilax bona
nox),and Virginia creeper (Parthenocissus quinquefolia).
Maintained/Disturbed- This community type makes up approximately
89% of the project area and includes habitats that have been either
historically or recently altered by human activity. These activities may
include disturbances such as parking lots, roadways, residential and
commercial developments, and maintained open fields and lawns. Species
identified within this community in the project area include numerous
ornamental species, fescue, ryegrass, Chinese privet, Eastern baccharis
(BacchaNis hailmifolia), goldenrod (Solidago sp.), and kudzu. Common
tree species identified include sycamore (Platanus occidentalis), bald
cypress (Taxodium distichum), and mimosa (Mimosa microphylla).
Water resources within the project study area are located within the Cape Fear River
Basin (USGS Hydrologic Unit 03030004, NC DWQ Subbasin 03-06-15). Two streams
are present within the study area, Cross Creek, and an unnamed tributary to Cross Creek.
Cross Creek is classified by the North Carolina Division of Water Resources (NC DWR)
as Class C from its source to the Cape Fear River. Class C waters are protected for
secondary recreation, fishing, wildlife, fish and aquatic life propagation and survival,
agriculture and other uses suitable for Class C. No High Quality Waters (HQW), Primary
Nursery Areas or designated anadromous fish waters are present within one mile of the
study area. There is one jurisdictional wetland located within the project study area which
will not be impacted as a result of the proposed project.
Cumberland County lies within the coastal plain physiographic region of North Carolina.
Elevations within the project study area range from 110 to 140 feet above mean sea level
and are generally flat to gently sloping. Soils within the project study area include
mapped hydric and non-hydric soils and are detailed in the table below:
Table 1. Soils within Project Study Area
ID Name Slo es H dric
BdD Blaney-Urban land 8-15 Non-hydric
complex
FcB Faceville-Urban land 0-6 Non-hydric
complex
Ru Roanoke-Urban land N/A Hydric
complex
Ur Urban land N/A Non-hydric
WgB Wagram-urban land 0-9 Non-hydric
complex
WnB Wickham-urban land 1-6 Hydric*
com lex
*Soils identified as primarily non-hydric, which contain hydric inclusions
Version 7.8.2014 Page 3

Applicant's Stated Purpose
The applicant's purpose is to replace bridge number 116 on NC 24-210 (Rowan Street)
and to relocate the existing Rowan Street in support if the Fayetteville Northwest
gateway Plan and the proposed North Carolina Veterans Park.
Project Description
The project involves replacing the existing bridge number 116 on NC 24-210 (Rowan
Street) to the north of its current location and reconfiguring the intersections of SR 3147
(West Rowan Street) with NC 24/SR 3828 (Bragg Boulevard), and NC 210 (Murchison
Road) with SR 3147 (West Rowan Street) at NC 2�4-210 (Rowan Street) into a single,
signalized intersection.
Avoidance and Minimization
The applicant provided the following information in support of efforts to avoid and/or
minimize impacts to the aquatic environment: Jurisdictional features were delineated,
field verified and surveyed within the corridor of proposed project. The applicant
designed the project, utilizing these surveys, to avoid and/or minimize impacts to
jurisdictional areas. No wetland impacts are proposed as a result of the project.
Additional avoidance and minimization measures are described below:
Best Management for Construction and Maintenance Activities will be utilized.
No staging of construction equipment or storage of construction supplies will
occur in wetlands or near surface waters.
• NC DOT and its contractors will not excavate, fill, or perform land clearing
activities within waters of the U.S. or any areas under Corps jurisdiction, except
as authorized by the Corps. To ensure that all borrow and waste activities occur
on high ground, except as authorized by permit, the NC DOT will require its
contractors to identify all areas to be used io borrow material, or to dispose of
dredged, fill or waste material. Documentation of the location and characteristics
of all borrow and disposal sites associated with the proposed project will be
available to the Corps upon request.
• Proposed culverts will be buried 1 foot to provide for fish passage.
� Special sediment control fence will be used where applicable.
• Bank stabilization at outlets of culverts will not impact the stream bed.
• Backfill for culvert will consist of native material.
• Back fill in culverts will be smoothed flat to allow for easier passage by wildlife.
• The existing culvert near the outlet of the proposed culvert will be removed,
resulting in 90-linear feet of day-lighted stream channel.
Compensatory Mitigation
The applicant offered the following compensatary mitigation plan to offset unavoidable
functional loss to the aquatic environment: The applicant proposes to provide
compensatory mitigation for the unavoidable permanent impacts to 775 linear ft of stream
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channel through payment into the North Carolina Division of Mitigation Services (DMS)
in lieu fee program at a 2:1 ratio.
Essential Fish Habitat
Pursuant to the Magnuson-Stevens Fishery Conservation and Management Act, this
Public Notice initiates the Essential Fish Habitat (EFH) consultation requirements. The
Corps' initial determination is that the proposed project would not effect EFH or
associated fisheries managed by the South Atlantic or Mid Atlantic Fishery Management
Councils or the National Marine Fisheries Service.
Cultural Resources
Pursuant to Section 106 of the National Historic Preservation Act of 1966, Appendix C of
33 CFR Part 325, and the 2005 Revised Interim Guidance for Implementing Appendix C,
the District Engineer consulted district files and records and the latest published version
of the National Register of Historic Places and initially determines that:
❑ Should historic properties, or properties eligible for inclusion in the National
Register, be present within the Corps' permit area•, the proposed activity requiring
the DA permit (the undertaking) is a type of activity that will have no potential to
cause an effect to an historic properties.
� No historic properties, nor properties eligible for inclusion in the National
Register, are present within the Corps' permit area; therefore, there will be no
historic properties affected. The Corps subsequently requests concurrence from
the SHPO (or THPO).
❑ Properties ineligible for inclusion in the National Register are present within the
Corps' permit area; there will be no historic properties affected by the proposed
work. The Corps subsequently requests concurrence from the SHPO (or THPO).
❑ Historic properties, or properties eligible for inclusion in the National Register,
are present within the Corps' permit area; however, the undertaking will have no
adverse effect on these historic properties. The Corps subsequently reguests
concurrence from the SHPO (or THPO).
❑ Historic properties, or properties eligible for inclusion in the National Register,
are present within the Corps' permit area•, moreover, the undertaking ma„y have an
adverse effect on these historic properties. The Corps subsequently initiates
consultation with the SHPO (or THPO).
❑ The proposed work takes place in an area known to have the potential for the
presence of prehistoric and historic cultural resources; however, the area has not
been formally surveyed for the presence of cultural resources. No sites eligible
far inclusion in the National Register of Historic Places are known to be present
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in the vicinity of the proposed work. Additional work may be necessary to
identify and assess any historic or prehistoric resources that may be present.
The District Engineer's final eligibility and effect determination will be based upon
coordination with the SHPO and/or THPO, as appropriate and required, and with full
consideration given to the proposed undertaking's potential direct and indirect effects on
historic properties within the Corps-indentified permit area.
Endangered Species
Pursuant to the Endangered Species Act of 1973, the Corps reviewed the project area,
examined all information provided by the applicant and consulted the latest North
Carolina Natural Heritage Database. Based on available information:
❑ The Corps determines that the proposed project would not affect federally listed
endangered or threatened species or their formally designated critical habitat.
� The Corps' preliminary determination is that the proposed project' effect on
threatened and endangered species or their formally designated critical habitat is
may affect, likely to adversely affect. This effect determination is made
specifically for the Northern Long —eared bat (NLEB) (Myotis septentrionalis).
The US Fish and Wildlife Service developed a programmatic biological opinion
(PBO) in conjunction with the Federal Highway Administration (FHWA), the US
Army Corps of Engineers, and the NC DOT for the northern long-eared bat. The
PBO covers the NC DOT program for NC DOT Divisions 1-8, including all NC
DOT projects and activities. The programmatic determination for the NC DOT
program in these divisions is "May affect, likely to adversely affect." The PBO
provides incidental take coverage for the NLEB and ensures compliance with
Section 7 of the Endangered Species Act for 5 years for all NC DOT projects with
a federal nexus in Divisions 1-8, including the proposed B-4490 project which is
located in Division 6 in Cumberland County.
❑ The Corps is not aware of the presence of species listed as threatened or
endangered or their critical habitat formally designated pursuant to the
Endangered Species Act of 1973 (ESA) within the project area. The Corps will
make a final determination on the effects of the proposed project upon additional
review of the project and completion of any necessary biological assessment
and/or consultation with the U.S. Fish and Wildlife Service and/ar National
Marine Fisheries Service.
Other Required Authorizations
The Corps forwards this notice and all applicable application materials to the appropriate
State agencies for review.
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North Carolina Division of Water Resources (NCDWR): The Corps will generally not
make a final permit decision until the NCDWR issues, denies, or waives the state
Certification as required by Section 401 of the Clean Water Act (PL 92-500). The receipt
of the application and this public notice, combined with the appropriate application fee, at
the NCDWR Central Office in Raleigh constitutes initial receipt of an application for a
401 Certification. A waiver will be deemed to occur if the NCDWR fails to act on this
request for certification within sixty days of receipt of a complete application. Additional
information regarding the 401 Certification may be reviewed at the NCDWR Central
Office, Transportation Permitting Unit, 512 North Salisbury Street, Raleigh, North
Carolina 27604-2260. All persons desiring to make comments regarding the application
for a 401 Certification should do so, in writing, by August 13, 2015 to:
NCDWR Central Office
Attention: Ms. Amy Chapman, Transportation Permitting Unit
(USPS mailing address): 1617 Mail Service Center, Raleigh, NC 27699-1617
Or,
(physical address): 512 North Salisbury Street, Raleigh, North Carolina 27604
North Carolina Division of Coastal Management (NCDCM):
❑ The application did not include a certification that the proposed work complies
with and would be conducted in a manner that is consistent with the approved
North Carolina Coastal Zone Management Program. Pursuant to 33 CFR 325.2
(b)(2) the Corps cannot issue a Department of Army (DA) permit for the
proposed work until the applicant submits such a certification to the Corps and
the NCDCM, and the NCDCM notifies the Corps that it concurs with the
applicant's consistency certification. As the application did not include the
consistency certification, the Corps will request, upon receipt„ concurrence ar
objection from the NCDCM.
� Based upon all available information, the Corps determines that this application
for a Department of Army (DA) permit does not involve an activity which would
affect the coastal zone, which is defined by the Coastal Zone Management (CZM)
Act (16 U.S.C. § 1453).
Evaluation
The decision whether to issue a permit will be based on an evaluation of the probable
impacts including cumulative impacts of the proposed activity on the public interest.
That decision will reflect the national concern for both protection and utilization of
important resources. The benefit which reasonably may be expected to accrue from the
proposal must be balanced against its reasonably fareseeable detriments. All factors
which may be relevant to the proposal will be considered including the cumulative effects
thereof; among those are conservation, economics, aesthetics, general environmental
Version 7.8.2014 Page 7

concerns, wetlands, historic properties, fish and wildlife values, flood hazards, flood plain
values (in accordance with Executive Order 11988), land use, navigation, shoreline
erosion and accretion, recreation, water supply and conservation, water quality, energy
needs, safety, food and fiber production, mineral needs, considerations of property
ownership, and, in general, the needs and welfare of the people. For activities involving
the discharge of dredged or fill materials in waters of the United States, the evaluation of
the impact of the activity on the public interest will include application of the
Environmental Protection Agency's 404(b)(1) guidelines.
Commenting Information
The Corps of Engineers is soliciting comments from the public; Federal, State and local
agencies and officials, including any consolidated State Viewpoint or written position of
the Governor; Indian Tribes and other interested parties in order to consider and evaluate
the impacts of this proposed activity. Any comments received will be considered by the
Corps of Engineers to determine whether to issue, modify, condition or deny a permit for
this proposal. To make this decision, comments are used to assess impacts on endangered
species, historic properties, water quality, general environmental effects and the other
public interest factors listed above. Comments are used in the preparation of an
Environmental Assessment (EA) and/or an Environmental Impact Statement (EIS)
pursuant to the National Environmental Policy Act (NEPA). Comments are also used to
determine the need for a public hearing and to determine the overall public interest of the
proposed activity.
Any person may request, in writing, within the comment period specified in this notice,
that a public hearing be held to consider the application. Requests for public hearings
sha11 state, with particularity, the reasons for holding a public hearing. Reguests for a
public hearing shall be granted, unless the District Engineer determines that the issues
raised are insubstantial or there is otherwise no valid interest to be served by a hearing.
The Corps of Engineers, Wilmington District will receive written comments pertinent to
the proposed work, as outlined above, until Spm, August 13, 2015. Comments should be
submitted to Ms. Liz Hair,Wilmington Regulatory Field Office,69 Darlington Avenue,
Wilmington, North Carolina 28403 , at [phone].
Version 7.8.2014 Page 8

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WETLAND PERMIT IMPACT SUMMARY
N M A A A A
Hand Existing Existing
Permanent 7emp. Excavatian Mechanized Clearing Permanent 7emp. Channel Channel Natural
Si4e Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts S#ream
No. (FromlTo) Size / Type Wetlands WeYlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
1 L Sta 17+54 to 19+62 3 14' x 9' RCBC 0.11 0.05 190
1 Y3 Sta 20+40 to 24+g0 3 14' x 9' RCBC p.29 519
1 Y3 Sta 25+82 to 26+47 3 14' x 9' RCBC 0.02 63
1 L Sta 18+00 Lt. BANK STABILIZATION 75
1 Y3 Sta 26+00 Lt. BANK STABILIZATION 10
2 L Sta 35+75 Lt. 48" RCP < 0.01 63
TOTALS": 0.40 0.08 857 63 0
`Rounded totals are sum of actual impacts
N07E5:
The existing culvert at Y3.Sta 25+p0 LT. wili be removed resulting i� 90 LF of the stream being day-lighted.

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PRINCIPAL ARTERIAL
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TI'PE OF WORK G.RADING, PAi�l1VG, DRAZ2\'AGE AA'D 5TRUCTURES
BEGIN BRIDGE END BRIDGE
-L- STA 28+89.87 _L- S7A. 30+46.17
yo BEGIN BRIDGE
�o -L- STA. 34+q3,06
�� END BRIDGE
y�r N°c c -L- STA. 35+72.31
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LENGTH ROADWAY TiP PRpIfCT B--4d90 m 0.595 MILES
LENGTH STRUCNRE TIP PROJECT 8--0490 a 0.054 MILES
TOTAL LENGTH TIP PROIECT 6-4490 = 0.649 MILES
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NGAT OF 14AY DA7E: T�M HAYES, PE
DECEMBER 37 2013 ����
LE7TA'G DR7E• ERIC M�SAK
DECEMBER 15.2015 rR�`�" s�v�`��
NCDOT CONlAC2: BRENDA MOORE, PE, CPM
PROJECT 8-449�
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*S. U.E. = Subsurjace Utiliry Engineering
BOUNDARIES AND PROPBR7Y.•
State 6ne
County Line
Township Line
Cr1y Line
ReservMion Lina —' — ' —
Proparty Line ---^^^ --^
fxisting Iron Pin �
Property Comer — —K
Properly Monument Q',
ParceVSequence Number �
&isting fence Line �—x—x-
Proposad Wovan wre Fence �
Proposed Chain Link Fance a
Proposed Bar6ed �re Fence A
Edsting WeNond Bo�ndary ----"�----
Proposed Wetland Boundary —^+—
Edsfing Endangercd Animal Boundory —w—
bdsting Endangared PIaM Boundary —^�—
6tisting Historic Property Boundary ��
Known Soii Contamination: Area or Site --�— �
Potenfial Soil ContaminaFion: Aroa or Site -- '�J —�°
BUILDINGS AND OTKF.R CUlTURE.•
Gas Pump Vent or ll� Tank Cap O
Sign Q
Wall $
Small Mine 'St�
Foundation 0
Arca Outline 0
Cemetery �t
Buld'mg �
School �
Church �
Dam
HYDROLOGY.•
Strcom or Body of Water
Hydro, Pool or Reservoir ` �__]
Jurisdictionol5tream _A.�.� �.
BuFfer Zone 7 —a i —
Buffer Zone 2 —�z x—
FIoW Arcow
Disvppearing Stream ,
Spring [i�—�_.i^
Wetland t
Proposed Lateral, Toil, Head D'A�h
Fa�se Sump m
S�ATE OF N�R�°ff3 CAR�ILINA
DIVISI�N �F IEIICT]EIWr1�'S
CONVENTIONAL PLAN SHEET SYMBOLS
IL4ICROAIJS.'
Siandard Gauge �
RR SignalMileposf �.�
Swikh Q
RR Abandnnad -- -�- — —
RR Dismnniled
RIGHT OF Wf1Y.•
Baseline CorNrolPoint �
Fxisting Right of Way Morker �
Existing Right of Way Line ---
Proposed Righf of Way Line —�--
Proposad Right of Way Line with �
Iron Pin ond Cap Marker
Prepozed Right of Way Line wiih �
Concefe or Gmnite ILW Marker
Proposed Conhol of Access Line with �
Concrete UA Marker
6dsfing Control of Access ---�;.--
Proposed Control of Access —�—
6dsfing Easement line --E--
Proposed Tempomry Gonsfrochon EosemeM - —E—
Proposed Temporary Drainage Ensamer�t— —me—
Proposed PmnanenTDrainage Easement— —roe—
Proposed Permanent Drainage /UKI'iiy EasemeM—oue—
Proposed Permanent Uhliiy Easemeni —rue—
Proposed Temporary Utitity Easement —n�e—
Proposed Aerial Ufiliiy EasemeM —�ue—
Proposad Pertnanent Easement with O
Iron Pin and Cap Marker �
ROADS AND REIATED FEATURES.•
6�isting Edge of Pavement — —
6dsting Cvrb —
Proposed Slope Stakes Cut ---£---
Proposed Slope Siakas FII --- =--_
Proposed Curb Ramp �
&"isfing Me}e� Guprdfail "
Proposed Guardrail 7 '
&isting Cabla Guiderail
Proposed Cable GuideraU
Eqvafity Symbol Qj
Pwemam Removel �
T�'GBTATION
single Trae {S
Single Shrub a
Hedge ^""""'^^'^'
Woods Line •� �-^`^^^^'
Orchard O Q 6 O
Yneyard �
EYISTIIYG STRUCTVRES.�
MAIOR:
Bridge, Tunnal or Box Culved 0
Bridge Wing Wall, Heed Wall and Faid Wail - ����
MINOR:
Head and End Wali /'�
Pipe Cuivert
Footbridge }—C
Drainage Box: Cafch Basin, DI or JB ❑m
Pwed Ditch Gutter --
Storm Sawer Manholc �
Stortn Sewer —•—
UTIlIT7ES.•
POWER:
Exisfing Power Pole �i
Proposed Power Pole d
&isting 1oirH Use Pale �
Proposed loint Use Pole -�-
Powar Munhole O
Power Line Tower �
Power Transformer 0
LLU Power Cabie Hand Hole
H-Frame Pole �--•
Recorded lL� Power Line —�—
Designatad l4i Power Line (S.0.E.") — ----'----
TELEPHONE
&isting Telephone Pole �
Proposed Telephone Pole -O-
Talephona Monhole �
Tclephone Booth m
Telephone Pedestal m
Tolaphona Celi Towor .�.
U'G 7elephone Cable Hand Hola �
Retorded L4G Telephone Cabla �
Designatad llt� Telephone Cable (S.U.E.*�— ----�----
Recorded U�G Telephona Conduit —
Designofed Lt-G Telephone ConduB(S.U.E.'j- ----rt----
Recorded lLU Fber Opfia Cab�e —+�^—
DezignMed lLU FbarOptiaCable jS.U.E.'j- ----��----�
WATER:
Water Manhole t�
Water Meter b
Wo}er Vqlve �
Watcr Hydrant �C
Re�orded l4Ya Watar Line --
besignated tLra WaTor Una (S.U.E.'}^— ----•----
Abme Gro�nd Wcter Line � ��
rv:
N Safallite Dish O'
N Padestal m
N Tower �
llf� N Cabla Hand Hole �
Recorded lYr, N Ca61e —^—
Designated lLG 7V Gable (S.U.E`J ----^----
Remrdad l4G Fber Opfic Cable —^^--
Designafed lYG FberOplic Cab�a (S.U.E.'r- ----^^---
GAS:
Gas VaHe 0
Gas Meter �
Recorded lLU Gas Line —<—
DesignMed lLG Gas Line (S.U.E.") ---->----
Above Ground Gas Line "` �'
SANRARY SEWER:
Sanitary Sewer Manhole �
Sanifory Sewer Cleanout �
l4G Saniiary Sewer Line —
Abova Ground Sanitary Sewer
Racorded SS Forcad Main Lina --
Designatad SS forced Main Line (S.U.E.') -----�.----
MISCELL4NEOU5:
Utilily Pola •
Utility pole with 0ase [7
Vtiliy Lornied Object D
UfiGy Trnffic Signal Box �
Utiliy Unknawn lYG Line —,�.—
lbC 7onk; Wofar, Gas, Oil 0
Un�ergrovnd Storage Tank, Approx. I.oa. — °�.U.'
AT Tank; Watar, Gas, OiI �
Geoernironmental Boring �
tLU Test Hole (S.U.E.") p
Abandoned According to Utility Racords — qq�R
End of Informafion E.O.�.

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