20060025 Ver 1_More Info Received_20060412

BLACK & VEATCH
8520 Cliff Cameron Orive Black & Veatch International Company
Suite 350
Charlotte, North Carolina 28269 a ~ "-
Ph [phone]
Fax [phone]
City of High Point, North Carolina
City Lake Raw Water System
Transmission Main Improvements
Contract 1
,,„~ ~
Mr. Todd Tugwell -~ ~ -
U.S. Army Corps of Engineers
Wilmington District
Raleigh Regulatory Field Office
6508 Falls of the Neuse Road, Suite 120
Raleigh, North Carolina 27615
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B&V Project 141570.251
B&V File D-1.4
Apri15, 2006
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APR 1 2 2006
DENR - WgTER QUALITY
ANDS AND STC>~WAJ~ BRANCH
RE: Section 404 General Permit Verification for City Lake Raw Water System/
Action ID 200620277
Dear Mr. Tugwell:
On behalf of the City of High Point, we are enclosing for your review and approval two (2)
copies of the Pre-Construction Notification Application package for a Section 404 Permit for the
"City Lake Raw Water System Transmission Main Improvements" project. This replaces the
previous package forwarded to you with cover letter dated December 28, 2005 and approved in
your letter dated February 10, 2006.
As background, the original project has been divided into two separate construction contracts.
The enclosed submittal covers the Contract 1 portion and crosses only one stream that might be
considered jurisdictional. The remaining portion of this project is under redesign as Contract 2.
Therefore, the above reference permit should be rescinded and replaced with a permit for the
enclosed Contract 1 portion. An application for the remaining alignment under Contract 2 will be
submitted separately when the redesign is complete.
The application forms have been executed by the City of High Point (1 original, 1 copy).
The following documents are enclosed:
• PCN application form (1 original, 1 copy).
• Required attachments including location information and wetlands delineation report.
• Project Drawings of the proposed alignment with one creek crossing (Sheet A 1, Sheets B 1
through B4, Sheets C 1 and C2) and details (Sheet D2) along with proposed erosion
control measures and trench backfill and stabilization details (Sheet D 1).

Page 2
All the above referenced documents have been included in the PCN package for the Section 401
Permit for this project that was sent to Mr. Daryl Lamb.
Please copy us on any correspondence to the City of High Point. I can be reached at
[phone] if you have any questions or need additional information.
Very truly yours,
BLACK & VEATCH
INTERNATIONAL COMPANY
~~~
Keith Proffit, .E.
Engineering Manager
Enclosures
cc: Chris Thompson w/ enclosures, City of High Point
Daryl Lamb, DWQ Section 401

{J Lo - OOaS
SECTION 401 WATER QUALITY CERTIFICATE
APPLICATION PACKAGE
City Lake Raw Water System Transmission Main Improvements Project -
Contract 1
City of High Point Public Services Department
High Point, NC
Apri12006
TABLE OF CONTENTS
Pre-Construction Notification Form
Directions to Water Treatment Plant Attachment A
UTM Coordinates of each Stream Crossing Attachment B
Quad Map /Relevant Contract Drawings Attachment C
Wetlands Delineation Report (Previous Submittal Info) Attachment D
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Office Use Only' Form Version March 05
USACE Action ID No. DWQ No. ~~ _ ~~ as
(If any particular item is not applicable to this project, pease enter Nor Hppucao~e or ivies .~
I. Processing
Check all of the approval(s) requested for this project:
^ Section 404 Permit ^ Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 12
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ^
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ^
•
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further detail o ~~~~
II. Applicant Information D
APR 2 1 2006
1. Owner/Applicant Information
Name: City of Hi~l1 Point DENR -WATER QUALII"Y
WETIdMIDS MID STQRtY1Wl~TER 9R11NGki--
Mailing Address: P.O. Box 230
High Point NC 27261
Telephone Number: 336-883-3215 Fax Number: 336-883-1675
E-mail Address: Chris Thompson@ci high-point nc us
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Black & Veatch International Company
Company Affiliation: Consultin~~ineer
Mailing Address: 8520 Cliff Cameron Drive Suite 350
Charlotte, NC 28269 _
Telephone Number: 704-548-8461 Fax Number: 704-548-8640
E-mail Address: [e-mail] (Keith Proffit)
Page 5 of 13

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: City Lake Raw Water System Transmission Main Improvements -
Contract 1
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
4. Location
County: Guilford County Nearest Town: High Point
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): See Attachment A
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): °N °W
6. Property size (acres): 3.2 acres -linear
7. Name of nearest receiving body of water: High Point Lake / Deed River
River Basin: Cape Fear River Basin
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admir~/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application:There is a wide range of land use in the area where the pipeline
must be located It ranges from commercial to recreation to forest land. The Contract 1
drawings indicate the propertylines and the owners of the property that must be crossed.
Page 6 of 13

10. Describe the overall project in detail, including the type of equipment to be used: The project
under Contract 1 consists of a 36" ductile iron pipe to replace two existing 24" water
transmission lines from the temQorary tie-in at Station 71+20 to the Frank L. Ward Water
Filtration Plant The work necessary to complete the project includes erosion control
measures clearing_and grubbine where necessary procurement of ductile iron pipe by the
City, pipe installation and backfillin og~f a taQered Oft to 7ft wide nice trench, and restoration
work includingLpermanent seeding and sodding The project will cross an Unnamed
Tributary (UT) of the Deep River a total of one time. The necessary equipment for the
proposed creek crossing includes an excavator and a front end loader.
11. Explain the purpose of the proposed work: The purpose of this project under Contract 1 is to
replace the two existing 24" transmission lines where indicated on the drawings to alleviate
restricted flow problems and real~nment of_part of the existing alignment due to proposed
commercial development in the area.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
None.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
None.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
Page 7 of l3

riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: We propose to open cut/excavate a
trench ~prox 4 to 7 ft wide while utilizing a temporary cofferdam system with temporary
b}~asspumping.to divert the water around the construction, within the same creek bed. The
resulting trench shall be backfilled with rip rap to prevent erosion. See Attachment C for
cofferdam/stream crossin deg tails.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
,.4..1., l:~t : "+o rtna to tenth etr„rtnrP anal flnn[iinQ_
•
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Wetland Impact
Site Number
(indicate on map)

ype of Impact
T e of Wetland
yp
(e.g., forested, marsh,
herbaceous, bog, etc.)
Located within
100-year
Floodplain
(es/no)
Distance to
Nearest
Stream
(linear feet)
Area of
Impact
(acres)

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property:
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
,~« l.o ;,,,.i„,~o,~ Tn ,.~1,.,,latP A!`YPAOP m„lrinly length X width_ then divide by 43.560.

Stream Impact ~ v
Number
(indicate on ma) ~ "'"__. _ _ _ --
Stream Name ------- - -- ~
Type of Impact perennial or
Intermittent? Average
Stream Width
Before Im act Impact
Length
(linear feet) Area of
Impact
(acres)
I UB Deep River Utility Crossing Perennial 35 35 .03

Total Stream Impact (by length and acreage)
Page 8 of l3

5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
F; 11 nvnnvotinn ~rPrtoina flnnrlina ~lrainaue hulkheadc_ etc_
.,
Open Water Impact
Site Number
(indicate on ma)
Name of Waterbody
(if applicable)

Type of Impact
Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.)
Area of
Impact
(acres)
Not Applicable

Total Open Water Impact (acres)
6. List the cumulative im act to all Waters of the U.S. resultin from the ro'ect:
Stream Irri act (acres): N/A
Wetland Im act (acres): N/A
O en Water Im act (acres): N/A
Total Im act to Waters of the U.S. (acres) N/A
Total Stream Im act (linear feet): N/A
7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ®No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands
Describe the method of construction (e.g., dam embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
Page 9 of 13

were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The.proposed 36" ali nment deviates from the existing pipeline right-of-way in one area to avoid
disturbance of the privatelYowned ponds
At the unidentified creek we,propose to open cutlexcavate a trench approx. 4 to 7 ft wide while
utilizing a tem~ora~ cofferdam stem with temporary bypass pumpm~ to divert the_ water
around the construction within the same creek bed. The resulting trench shall be backfilled with
rip rap to prevent erosion See Attachment B for cofferdam stream crossing details.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http•//h2o enr State nc us/ncwetlands/strm~ide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Not Applicable.
~~
Page 10 of 13

2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http•//h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federaUstate/local) funds or the use of
public (federal/state) land? Yes ^ No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ^ No
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ^ No ^
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ^ No
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Page 1 1 of 13

2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multi Tiers.
Zone* Impact
(s uare feet) Multiplier Required
Miti ation
I 3 (2 for Catawba)
2 I.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additiona120 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
There is no significant existing imRervious area and no proposed impervious area. Drainage for
roads will remain the same.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Not Applicable -
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
Is this an after-the-fact permit application? Yes ^ No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No
Page 12 of 13

If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http•//h2o enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
This project is a ~peline~ro,~ect and no additional development is planned that could impact
nearby downstream water duality
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Not A licable
- 3-O.
ApplicantlAgent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
•
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Page 13 of 13

ATTACHMENT A -Directions to Pump Station and Filtration Plant
Directions from USACE Raleigh Regulatory Field Office
6508 Falls of Neuse Road, Suite 120
Raleigh, NC 2761 S
Head north on Falls of Neuse Road for 1.4 miles
Bear left at Strickland Road for 1.6 miles
Turn right at Six Forks Road for 0.8 miles
Turn left onto I-540 West for 11 miles
Take Exit 1B onto I-40 West towazd Durham for 55 miles
Continue on I-85 South towazd Chazlotte for 14 miles
Take Exit 118 onto I-85-BL to High Point for 3.7 miles
Bear right onto the Kivett Drive ramp towazd East High Point
Turn right at E Kivett Drive for 0.9 miles
Turn right at S Scientific Street for 1.0 mile
Continue on N Scientific Street for 0.5 miles
Turn right at Pump Station Road
City Lake Pump Station
Pump Station Road
High Point, NC 27260
The directions to the filtration plant aze the same as the directions to the pump station, except that you
continue on E Kivett Drive for an additional mile and the plant is at the address below.
Frank L. Ward Water Filtration Plant
2011 East Kivett Drive
High Point, NC 27260
The raw water transmission line connects the City Lake Pump Station to the Wazd Water Filtration
Plant. The exact alignment can be found in the contract drawings on sheet Al.
•

ATTACHMENT B -Coordinates of each Stream Crossing
UTM Zone 17
No. Stream A rox. Station Northin (ft) Eastin (ft)
1 UT Dee River 76+15 810,392.62 1,715,507.01
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ATTACHMENT C -Drawing and Photograph Index
No. Stream A rox. Station Drawin Sheet Photo No.
1 UT Dee River 76+15 B1 SC 1-1
No. Drawin Sheet Title
1 Al Sheet Index Ma
3 B 1 Plan and Profile - Sta 71+00 to 83+00
4 B2 Plan and Profile - Sta 83+00 to 95+00
5 B3 Plan and Profile - Sta 95+00 to 107+00
6 B4 Plan and Profile - Sta 107+00 to 112+25
7 C1 Tem orar Tie-In and Old Valve Cluster
g C2 New Valve Cluster and Ward WTP
9 D 1 Erosion Control Details
10 D2 Miscellaneous Details
Fi 1 Quad Ma USGS Quad Ma (as er revious submittal)
•
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Photograph SC 1-1 (Approx. Sta 76+15 /Sheet B1)

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• • •

ATTACHMENT D -Wetlands Delineation Report
Clarification:
Crossing No. 9 in the following report is the above referenced Stream Crossing No. 1
•
•

,~ HABITAT
ASSESSMENT
RESTORATIO
PROGRAM, ~Nc
AND
N
~.._
Biological and Wetland Analysis
City Lsice Raw Water System
Transmission Main Improvement
City of High Point -Black and Veatch
JiM MATfWEWS, Ph.D.
Y. LAWRENCE MELLICHAMP, Ph.D.
P.O. Box 655
Newell, NC 28126
Once: 704-841-2841
Fax: [phone]
Cell: 704-577-6717
email: [e-mail]
www. ha bitatassessment. com
The City of High Point is replacing as existing raw water line, approximately 11,472 }f.,
from the pump station on Pump Station Rd, southwest to the water treatment plant on E.
Kivett 1Jr. ai N. Pendleton St. The existing ROW has been maintained in an open
condition for the most part, but in others has been covered by a parking lot and amid-
successional forest. Several changes have been made in the new ROW to avoid existing
ponds and to provide a perpendicular crossing of the railroad tracks.
The field work was performed on September 8, 2005, with the description beginning at
the pump station and ending at the treatment plant. To assist in the identification of
potential plant communities and species of concern, the data base of the NC Natural
Heritage Program for the High Point East USGS clued was downloaded. No communities
are listed, although the list includes three taxa, al! of State concern:
Greensboro Burrowing Crayfish - Cambarus catagtus - a current record
American Barberry - Berberis carradensis - a historic record
Piedmont Horsebalm - Collinsonia tuberose - a historic record
The NC Natwa/ Heritage Program List of the Rare Aroma! Species of North Carolina
does not list a habitat for the Crayfish. No comments are possible for this species as to
potential habitat along the ROW. Although both plants are noted as historic records that
have not been documented in recent years., these were searched for during the field work.
Also, any urnisual species occwrences, based on the field knowledge of the survey team,
were considered as worthwhile reporting, if noted. All potential wetland areas were
tested for soil color and plarrt species composition.
Nine creek crossings will be made, eight of these are along the existing ROW, one is new
as a result of an adjustment in the location of the ROW to permit a perpendicular crossing
of the railroad.
Adjustments were possible to avoid impacting one well-defined wetland. One small
(1,000 s.f.), marginal, potential wetland (the soils were mostly bright, but the plant
species indicated a possible wetland) was encountered behind lot 20S Brookview Circle.
This is described in more detail in the sequential write up below.
HAEiITAT ANALYSIS • ENDANGERED PLANT STUDIES • RESTORATION OF HABITATS • WETLAND MITIGATION • Ml]NITOR~NG

{~
Leaving the pump station, the ROW immediately crosses an unnamed tributary of the
Deep River (Crossing No. 1). The crossing is above the creek and the supports will be
retained for the replacement. The ROW is mowed periodically and supports a mixture of
~~ and perennial herbaceous species, with an occasional woody seedling or shrub in
the ROW, and a border of saplings.
Typical of the fall-blooming herbaceous species are. two Sunflowers (Helicmthus
microcepharlrrs and H. dtvaricatus), Joe-Pye Weed (Eupawrium, ftstulosum), Beggar
Ticks (Bidens spp.), Beggar Lice (I}esmodium spp.), Black-eyed Susan (Rudbeckia
laciniata), Brawn-eyed Susan (Rudbeckicr fulgicfa), Coneflower (Rudbeckia lacintata),
Black Cohosh (Cimicifuga racemasa), Blazing Star (Liatris sgwarrosa), Les'P~~
(Lespedeza bicolor), Verbesina (Verbesina occidentalis), two species of Elephant's-foot
(Elephantopus carolinianus and E< tomentosns),1tiGcrostegium (Microstegium vimineum),
and Wild Rye Grass (Elymus virginicus). Woody species as seedlings in the ROW and
saplings along the edges include Virginia Pine (Pi+ras virginiana), White oak (Quercus
alba~ Red maple (Acer rrrbrum~ White ash (Fi~axinus americans}, Sweetgum
(Liquiciambar styracr~lua), Sycamore (Platanus occidentalis),1Vlimosa (Albizia
julibrissin), Hazelnut (Corylus americans), Witch hazel (Hamamelis virginiana), Redbud
(Cercis canadensis), and Coralbeny (Symphoricarpos orbiculatus}.
Creek crossings No. 2-6 occur in the open, satiating ROW.
At the residential area at Brookview Circle, it passes through yards, with scattered trees,
then behind the homes at creek crossing No. 6. Between the creak crossing and lot No.
205, the homeowner has dug a ditch to carry storm water from his lot toward the creek.
The ditch empties oa to the floodplain, then drains into the creek. The vegetation here
Susan [FAC+ ,
supports Cardinal Flower (Lobelta ccrrdinartis) [FACW+j, Brown-eyed
and Sensitive Fern (Onoclea sensibilis) [FACWJ. The area is approximately 1,000 sf, (ZO
ft. x 50 ft.). The soil is slightly mottled.
The ROW then crosses N. Scientific St., at creek crossing No. 7 aced passes under the
parking lot of an apartment complex, emerging at creek crossing No. 8 at the playground
of the complex. Leaving the complex, the ROW enters a secondary growth, woodland
that has been allowed to develop in the ROW. This extends all the way to the railroad
crossing opposite Cedrow Park
The woody vegetation includes trees 6 in. to 18 in. diameter breast height (dbh), with the
average dbh being less than 10 in. The species include Yellow poplar (Liriodenabon
tulipifera), Loblolly pine (Pines taeda), Sycamore, White oak, Black cherry (Prarn~s
serotina), Red maple, Sweetgum, Red mulberry (Mores rubra), Dogwood, and Hazelnut.
Near Cedrow Park, the new ROW continues SW, parallel to the railroad track, through a
forest that has had slightly different management. The trees are mostly oak and hickories
and have been timbered, so that the resulting forest has been formed from stump sprouts,
producing trees with multiple boles. Since dbh is measwed around all the boles for one
specimen, the dbh measurements are not representative of the single boles. However,

I~
some of these reach 24 in. to 34 in. dbh. The species are mostly Red oak (Q. n~bra),
White oak and Swell pignut hickory (Cary~n ovarlis)•
The ROW then crosses into Cedrow Park, passing along the SE border of the park,
crosses the creek at the new aroasing, No. 9, and parallels an existing park maintenance
road to the junction with an existing sewer line ROW, where it turns SW using the sewer
tine ROW. This new alignment allows the line to maneuver around sev«al Fonda. An
adjustment was made in the p%~ ROW snopeen all the way o the wat« trealtment n
with the existing ROW. Tius g
plant facility.
There are no recommendations regarding species of concern or wetlands for this project.
Jam F, Matthews
Lisa R. GafF*tey
Septemb« 12, 2005
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