20060025 Ver 1_401 Application_20060103

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BLACK &VEATCH P.; ' ~~' ° ° ° ~ ~
8520 Cliff Cameron Drive
Suite 350
Charlotte, North Carolina 28269-0019 USA
Tel: [phone]
Fax: [phone]
City of High Point, North Carolina
City Lake Raw Water System
Transmission Main Improvements
Mrs. Laurie Dennison
North Carolina Department of
Environment and Natural Resources
Division of Water Quality
Wetlands/401 Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, North Carolina 27604
Dear Mrs. Dennison:
Black & Veatch International Company
JAN 3 2006
WETI~3 AND s TT kORMW t~R ~w~CH
B&V Project 141570.230
B&V File D-1.4
December 28, 2005
As agents for the City of High Point, we are enclosing five copies of the Pre-Construction
Notification package in application fora 401 Water Quality Certificate for the High Point's City
Lake Raw Water System Transmission Main Improvements project. This project consists of
replacing an existing 24-inch raw water line with a new 24-inch ductile iron line between the
City Lake Pump Station and the Frank L. Ward Water Filtration Plant. The pipeline follows the
existing alignment which parallels and crosses an unnamed tributary of the Deep River.
This package includes the following:
• PCN Application Form and the required attachments including the wetlands delineation
report, photographs and location information
• Drawings of the seven creek crossings (Sheets B1 through BS) along with proposed
trench backfill and stabilization details (Sheet D1).
• Check totaling $475.00 for the Application Fee.
Please do not hesitate to contact me if you have questions, comments, or need additional
information.
Sincerely,
BLACK &VEATCH
INTERNATIONAL COMPANY
r' ~~f2y 'f1LCc%u...e-z...~l~v// ~=~ /~u-!~
Keith Pr ffit, P.E.
Engineering Manager
C-HP/jhb
Enclosures
cc: Terry Houk, City of High Point
Todd Tugwell, U.S. Army Corps of Engineers
building a WOPI(I of differenceTM

TABLE OF CONTENTS
PCN Nationwide Permit 12 and 401 Water Quality Certification
Pre-Construction Notification (PCN) Application Form
A Directions to Pump Station and Filtration Plant
B UTM Coordinates of each Stream Crossing
C Quad Map /Piping Alignment, Contract Drawings, and Photographs
D Wetlands Delineation Report
•
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Office Use Only: Form Version May 2002
`~ ~" ti ~ ~ Q ~ Jr
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Appiicauie° or ._NiA°.~
I. Processing
1. 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
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 Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), 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 det Dl~chec~ e~re:_
II. Applicant Information ((~rvv?? ~~//J D
JAN ' 3 2006
1. Owner/Applicant Information
Name: City of Hi>;li Point DENR -WATER QUALITY
Mailing Address: P.O. Box 230 ~ vasmvQS
High Point NC 27261
Telephone Number: 336-883-3215 Fax Number: 336-883-1675
E-mail Address: Terry.Houk(a~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 Affiliation: Consulting Engineer
Mailing Address: 8520 Cliff Cameron Drive, Suite 350
Charlotte NC 28269
Telephone Number: 704-548-8461 Fax Number: 704-548-8640
~~ E-mail Address: ProffitHK(u~bv.com (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
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
4. Location
County: Guilford Count Nearest Town: High Point
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): See Attachment A
5. Site coordinates, if available (UTM or Lat/Long): See Attachment B
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 10.6 acres -linear
7. Nearest body of water (stream/river/sound/ocean/lake): High Point Lake /Deep River
8. 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/admin/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
nineline must be located. It ranges from residential to recreation to forest land. The contract
drawings indicate the property lines and the owners of the property that must be crossed.
Page 6 of 13

Describe the overall project in detail, including the type of equipment to be used: The
project consists of a 24" ductile iron~ipe to replace the existing water transmission line from
the City Lake Pump Station to the Frank L. Ward Water Filtration Plant. The work necessary
to complete this project includes clearing and grubbingLwhere necessary, Wipe installation,
and backfillin og f a tapered 4 ft to 7 ft wide ape trench. The pipeline will cross an Unnamed
Tributary (UT) of the Deed River a total of seven times. The necessary equipment for the
proposed creek crossings includes a trackhoe excavator and a front end loader.
10. Explain the purpose of the proposed work: The purpose of this project is to replace the
existing dilapidated 24" transmission line connecting the City Lake Pump Station to the
Ward Water Filtration Plant to alleviate restricted flow problems.
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. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must 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
Page 7 of 13

mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Provide a written description of the proposed impacts: We propose to open cut/excavate a trench
approximately 4 to 7 ft wide while utilizing a coffer dam system to divert water around the
construction within the same creek bed. The resultins; trench shall be backfilled with rip rap to
prevent erosion See Attachment C for coffer dam/stream crossing details.
1. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, t~~-,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at httn://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: See Attachment D
Total area of wetland impact proposed: Insi>~rlificant -See Attachment D
2. Individually list all intermittent and perennial stream impacts below:
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact
(linear feet) Stream Name** of Stream Intermittent?
(indicate on map)
to / erm Before Impact (please specify)
1 Utility Crossing 25/7 UB Deep River 45 Perennial
2 Utility Crossing 25/7 UB Deep River 35 Perennial
3 Utility Crossing 25/7 UB Deep River 35 Perennial
4 Utility Crossing 25/7 UB Deep River 15 Perennial
5 Utility Crossing 25/7 UB Deep River 25 Perennial
6 Utility Crossing 25/7 UB Deep River 30 Perennial
7 Utility Crossing 25/7 UB Deep River 20 Perennial
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, 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 must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at I-800-358-9616, or online at
Page 8 of 13

www.uses.eov. Several Internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 175 ft temporary / 49 ft
,permanent impacts Permanent impact is riprap stabilization. See Attachment C for stream
crossing details.
3. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact

Site Number
(indicate on ma

Type of Impact* Area of

Impact
acres
Name of Waterbody
(if applicable) Type of Waterbody

(lake, pond, estuary, sound,
ba ,ocean, etc.)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: till, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. 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.):
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 maybe 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
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The nronosed pipins? alil;nment is the same as the_existin>; raw water transmission line so that the
existing line maybe removed as the new line is installed. The ali~mnent does deviate from the
existingpipeline in one area in order to avoid disturbance of a privately owned pond.

Page 9 of 13

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 March 9, 2000, 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 NCWRP 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 gide.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
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):.
• Amount of buffer mitigation requested (square feet):
Page 10 of 13

Amount of Riparian wetland mitigation requested (acres):
Amount ofNon-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) funds or the use of public
(federaUstate) land?
Yes ^ No
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
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.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ^ No ® If you answered "yes", provide the following information:
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
multipliers.
Zone* Impact
s uare feet) Multiplier Required
Miti ation
1 3
2 1.5
Total
. * Zone 1 extends out 30 feet perpendicular from near banK of cnannei; gone ~ extenas an
additional 20 feet from the edge of Zone 1.
Page 11 of 13

•
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration /Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both 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.
There is no significant existing_impervious 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 anafter-the-fact permit application?
Yes ^ No
XIV. 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).

Page 12 of 13

•
•
•

Applicant/~nt's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
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 27615
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 toward Durham for 55 miles
Continue on I-85 South toward Charlotte for 14 miles
Take Exit 118 onto I-85-BL to High Point for 3.7 miles
Bear right onto the Kivett Drive ramp toward 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 are 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 Ward Water Filtration
Plant. The exact alignment can be found in the contract drawings on sheet A1.

ATTACHMENT B -Coordinates of each Stream Crossing
UTM Zone 17
No. Stream A rox. Station Northin ft Eastin ft
1 UT Dee River 3+00 815,066.17 1,720,550.79
2 UT Dee River 17+25 813,881.40 1,719,834.91
3 UT Dee River 27+00 813,038.58 1,719,367.53
4 UT Dee River 31 +00 812,788.99 1,719,073.05
5 UT Dee River 37+00 812,436.12 1,718,592.56
6 UT Dee River 43+00 812,060.35 1,718,109.14
7 UT Dee River 49+40 811,668.00 1,717,608.89
•
•

ATTACHMENT C -Drawing and Photograph Index
Stream Crossing Station Drawing Number Photograph
SC1-1
1 3+00 61 SC 1-2
SC1-3
2 17+25 62 SC2-1
3 27+00 B3 SC3-1
4 31 +00 63 SC4-1
5 37+00 B4 SC5-1
SC6-1
6 43+00 B4
SC6-2
SC7-1
7 49+40 B5
SC7-2
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MDTES:
1. PROVIDE ANO INSTALL A DOUBLE BMP POLYEMftENE ENXi19B6li A YINlM81 Of 80' -0'
EACN SIDE AT ALL STEEL PIPE BAS CROSSINBB.
2. LOTS f7 r+ 21 ABE L10EVELDPEO.
9. CONTINCipI SIMLL AEYOVE AND IBaMACE EXI377181 I~ SIBV.
1. CDNTRxCTOR SHALL PRDVIDE A IEi1182 OP ACCESS ANO EBIt:SS Ttl MMTIBII TEANNTS A7 AU
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SHEET
7 OF 21

EROSION AND SEDIMENT CONTROL GENERAL NOTES
1. THE CD7fTRACtOR 3NALL TAKE ALL PgEGUTlO46 ro AVOID THE SILTING OF STpEANS,
LANES, DR 01HfR wr1DA eD1AiCE3 DDE ro rHE COVSTAUCr1011 of THIS PWQ1ECr.
z. ALL EfOSrDN AAO sfatNFJtt GUVrROL rFAawES SHALL CB7LFaw ro rxE BulofLrxEs
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9. THE COIITRAC70A Swill MAINTAIN ALL EHOSlOV MO SEDIMENT CONTROL DEVICES IN
A BDOD STATE Of REPAIR UVTZL THEIR USE !S AO LONGER gRRNY1ED Ai THIS TIME,
TFM CLWiNOI DEVICES 9wll BE A9pVE0 AND DISPOSED Oi 90 AS ro 6VEiE ND
STREAM SlLTATIQN,
. THE COYTRACfOR SHALL REFER ro TIYi SPECIFIGTIDNS wR A DESg7JPT7011 OF iNE
PREPAfIAfICJI Df SEED BfO, APPLlGTION MTES, AND MULOVIMT REgIlRfD f0A ALL
fKGVATED A9FA5 tN THIS PIgJECT.
CONSTRUCTION SEQUENCE
1. OBTAIN /LL APPLIGIBI.E PEIWITS AND TAOSE REQUIRED 1D BE DISPLAYED ON•SlTE
ARE AVAILABLE.
2. ATTEND PRECONSrRUCrfIW CONFFAENCf PRICK ro SURTlNO CONSTRUCTtOY.
@. INSTALL 7EYPO4~WY COWSTRLCTlpf ENTRINCE NHEIY SNOW OV THE DRAYINDS AND
AT OTHER ACCESS TO STOVNOE APO CONSTRUCTION AREAS,
+, INSTALL SILT PEACES, l'2YCX OIIS, NALF•R!!O PIOTECTILW AIB SEDIMENT TRIPS.
6. BEGIN IXEARIAO, BWDING, TRENCHING, AND 84CXFILLINO.
e. INSPECT ALL SED71YNf GQN1N01. DEVIfES MEEKLY APO AFTER FApI STORU OIXrfYtENCE
AND REMOVE ACLOMILATEO SEDIMENT. ANY NEEDED REPAIRS SR41 BE MADE IYYEOIATELY.
1. COIPLFTE TR@e2ilAO AND BACKPILLIMO TO fINISN GRADE.
B. SFOIYFN7 iWPd SR4l BE CLEANED OUT MIYN THE STORAGE CMACITY HAS BEEN 301
FILLED. SEDIMENT SHALL BE RFIOVED FNOY BEHIND SILT fE/KYS MIEN IT BECOMES
0.6 FEET DEEP.
0. DISTLRBED ANEAS SHALL 8E STABILIZED AS SOON AS POSSIBLE, BUT NOT TORE TILW
f6 61Y3 AFifA C4VSTRUCTIOV AC1lVITlES ARE COYPLETEO. ANY AR61 !N MUCH
CONSTRLC1Ipi ACTIVITl~ ARE SUSPEPOED FGR YORE ifLW id DAYS SNLL BE
BTABILIZED wITN TEYPIVAWY SEEOfND.
f0. FERTILIZE, LIME, SEED, AAD MLO.CN DISTLRBEO AREAS A7 EARLIEST DATE AFTER
INSTALLATION Of PIPE.
if. ONCE OROW7D COVER I6 FlIYM.V ESTABLISIYD, ALL TFMeOR~WY EROSION CONTROL
IEASUAES SIW.L BE AFIA)VEO.
s' •D' MIX
BPACrNe
2x+' MooD F1WIE
b ~,
~ a
N
-~ o
= °
2x+• Moa sTAIFS ' ' ~ ~ ~
aR Eournv.EPn ~ru~
t) 11
FABRIC DROP INLET PROTECTION n
1>a'~
L • THE OISTANCf SUCH TINT PolN/S
A AIO B ARE OF EQINL ELEVAi1OV
ELEVATION
STONE CHECK DAM
~~
2+• DIP RAN wror
IAANSYISSIpI PAIN A
~ R!P•RM OR APPRDV®
ELEVATION VIEW NgV•ERmrMB wTERIAL
TEMP COFFERDAM FOR CREEK CROSSING ~
MEru PENCE POST
8 B'-0' O.C.
~ ! I
I I
~I I
I 1 °
I i "
I I
I I
I I
I I
LJ
NOTES:
1. FENClNO 10 BE PLACED AT EITTREIY LIYlT Of AREA
ro w DISTLwem.
Z. USE SYNTNETlC flLTER FABRIC IN LIEU Of BURLAP
MHEN SILT FENCE IS ro SE USED LAME T1NN +6 GVS.
J. REMOVE SEDIMENT DEPOSITS PRIOR ro RfMIlIq
1/8 HElONT OF FENCE,
SILT FENCE
NO df.1lE
` 4'P ND. s wsrR~
s sroNE'
RED OR V•181(A)&
IGVATILN~ y . VOLIMIE OF 84SIN
f N0. Of DIPS
BETMEEN CLEANING
SEDIMENT OUT G
BISIN
PLAN A • DISTURBED AREA
BElhO PUMPED INTO
BASIN
N0. 6 wASHEO STOGY
e' Yrx
PIMP \ VOLLMY OF
BISIN
SECTION
MOTES
1. MPNiHE PIMPING IS NECESSARY FOR OEIWTERIAO TREIE2IES O9
EK(.1VATION3, COYTHACTdi SRALI U1lLIZE A STONE flLTER
ro REAOVE THE smllENf fNfM1 rHE PLIPED NNTER.
Z. UPON COMPIEiION OF TNEARN OR IXGVATICW PUY°lNG, STOVE
WY BE PLACED !N TRfNQV.
STONE FILTER BASIN
NO SCLLE
~/
Q~/
Ati/
tig
CONSTRUCTION ENTRANCE
10 SCALE
TO^ DF BIN(
R!P-MP ro 12' ABOVE MMWAL NIGH MMTER LEVEL. INSTALL
w1TINB AAO GRASS REwlNO'ER Of DISTUYIED CREIX BIM'(
NOTES: IRYYl4 HIBN n~
1. SEE TEMPOwNY COFFER DAY DETAIL, THIS S1YET. wTel LEVEL , ll~'"'''
Z. fZMPTTNUE RIP•IRIP AfJpSB BDTRW APO IP OTHER SIDE
fCR FULI 870TH G DlSTlNBEO AREA.
3. PROVIDE dWA1LAR FILL (MO. 78 STOVE) BETMEEN PIPE MID
R!P-RM BEA'FATN gWelEl BEO AND IA' EACH BAN( URTlL
DISTANCE BEIMEEN PIPE AND RIP•RV EXCEEDS f2'.
+. PROVIDE EROSra DDNTR01. wrrrNO FROM RIP•RAP BEYOND TOo
of elwl As sNaW.
urER of FILTER fABRlC
A, eIRV TPIE TOP END of THE wRIAB
IN A TREACX 6 IM71E3 0.9 MORE IN
DEPTH.
B. TRIP THE /REMAf FULL G SOIL. SEp.RE
wlTX ROw Oi STAPIES, f0' SPACl/B,
+ !ACHES ODNN fROY iNf TREI~I. /)
~ E. OV91°ALL
C. OVFJY.M WTTINB A7 LPPER EAD Of LOAFA
STRIP AS IN 'A' AND 'B' OVERLAP FND
aF STAPLE. .~ `/,
/~
~ L \
1~laH~ ~ ~.-.7. l\
i ~ /
.~`~`.
o. aYal uoT•- POLO of wrrlxB euu® ' /~
!N SLIT TRENCH AND fAYPED,
DOIMLE ROW Of STAPLES.
/ /~. ~ / ~l 1~~ f•
Z
W
D
\ _ Q
~~
/r
rr.
/r
° Be BvfeE wnY 7wESEO rwTO THE sot
f. PIIESS EROS OF WTi1NA 4 lNg1ES SUfO THE
NOTES: AROI8i0 S11MJCr181E'S, AIO STAPLE SEOU9ELY.
1. WTTINB fOR Efp6lpl CONTROL ~9fM{LL BE JI11f wTTINB OR EKCEL$IQ9 WRIlO.
2. WTTINO SMLLL eE tNSTAUED MYRE RBOUlAED ro STAfuLIZE CIl1NLELS AID SLOPES.
DETAIL fOR STABILIZING CHANNELS AND -
SLOPES WITH EROSION CONTROL MATTING n
CREEK AND DITCH
STABILIZATION
f0 SCALE
IOTEB;
1. cawsreucr rEIP COffER OW AIO PIPtNO tN TYO PHISEs
ro INIMAIN FLOW IN CREEK OR 1HOVlDE TEMPORARY BURfIE SIOIY IS LAID ro
MAPINB ANOIBO COFfER DAY Af CpITRACTOAS OP7tOM. PLAN VIEW IPJNIN UYIIL WTERIAL
FROM P'wSE 77 IS BEING
2. Al1EATNIF COFFER OAY CONSTRUCTIOV TINT MINIYIffS A&g1'ED
STLTATICVI !N CREEKS WY BE ACCEPUBLE.
9. AFTER PIPELINE AID PERY4YNT R!P•MP ARE INSTALLED,
ALL COFFER 6W WTERIAL &NLL BE REMOVED, ~~ 0,
+• CONTIRICfOR SHILL YtNlYIZE CREEK GAM( DISTLRBIMCE. dllD GIGS (TYP 1
CI.EMtM9 AIO BM,BBINB wlTHIN CREEK BANKS 9NALL BE _ _ _ _
LIMITED ro TINT RFgf111E0 BY Cd7iRIC1O9 fQq ///J~~~~~~ MNTFR LIM
INSTALLATIOV Of iXE PIPELIPE. ALL DISTLMMED /'l/'. \ ,-e ,D. ~ i ° _
APEAS BETMEfN CgEB( BAAKb &W.L BE STABILIZED ~/,(uu/ \\ P.l.-I
wTTH RTP•RAP
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• HABITAT
ASSESSMENT
RESTORATIC)
PROGRAM, Inrc
AND
N
~.-__
Biological and V~etland Analysis
City Lake Raw Water Sys#em
Transmission Main Improvements
City of High Foist -Black and Veatch
JiM MATTwEws, Ph.a.
T. LAWRENCE MELLICHAMP, Ph.b.
P.O. Bdx 655
Newel{, NC 28126
Office: 704-841-2841
Fax: [phone]
Ce}I: 704-577-6717
email: harpa~aHtel.net
www. habitatassessment. com
The City of High Point is replacing an existing raw water line, approximately l 1,4721f.,
from the pump station on Pump Station Rd. southwest to the water treatment plant on E.
Kivett llr. at 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 an 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 13igh Point East USGS quad was downloaded. No communities
are listed, although the list includes three taxa, all of State concern:
Greensboro Burrowing Crayfish - Cambarus catagius - a current record
American Barberry - Berberis carrculensis - a historic record
Piedmont Horsebalm - Callinsonia tuberoses - a historic record
The NC Natz~ral Heritage Program List of the Rare Animal Species of North Carolina
does not list a habitat far the Crayfish. No comments are possible for this species as to
potential habitat slang the ROW. Although both plants are Hated as historic records that
have not been documented in recert years, these were searched for during the field work.
Also, any unusual species occurrences, based an the field knowledge of the survey team,
were considered as worthwhile reporting, if natal. Alt potential wetland areas were
tested for soil color and plant species composition.
Nine creek crossings will be made, eight of these are along the existing ROW, one is new
as a result of an ad}ustment in the location of the ROW to permit a perpendicular crossing
of the railroad.
Ad}ustments 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 indicatai a possible wetland) was encountered behind lot 20S Brookview Circle.
This is described in more detail in the sequential write up below.
HAEitTAT ANALYSIS • ENi~ANGF.REtJ {='L1~NT STIiDtES - RESTORATION OF' HABI'i"A`rS • WETLAND MtTtGATiC71V • MONIT'QRfNG

S m statio the ROW immediately crosses an unnamed tributary of the
Leaving the pu p n,
Deep River (Crossing No. 1). The crossing is above the creek and the supports will be
retained far the replacement. The ROW is mowed periodically and supports a mixture of
annual and perennial herbaceous species, with an occasional woody seedling or shrub in
the ROW, and a border of saplings.
Typical of the fall-btooming herbaceous species are: two Sunflowers (Helianthus
microcephalus and H. diuaricatus), Joe-Pye Weil (Eupatorium fYStulosum), Beggar
Ticks (Bidens spp.), Beggar Lice {Desmodium spp.}, Black-eyed Susan (Rudbeckia
laciniata), Brown-eyed Susan (Rudbeckia julgiakr), Coneflower (Rudbeckia laciniata),
Black Cohosh (Cimicifugrx racemasa), Blazing Star (Liatris squarrosa}, Lespedeza
(Lespedeza bicolor), Verbesina (Yerbesina occidental3s}, two species of Elephant's-foot
(Eleplumtopus carolinianus and E. tomentosus), Microstegium (Microstegium vimineum),
and Wild Rye Grass (Elymus virginictts). Woody sides as seedlings in the ROW and
saplings along the edges include Virginia Pine (Pines virginiana), White oak (Quercus
alba), Red maple (Ater rubrum), White ash (Fraxin:ts americarnr), Sweetgum
(Liquidambav'styruc~ua}, Sycamore (Platamis occidentalis), Mimosa {Albizia
julibrissin), Hazelnut (Corylus a-nericana), Witch-hazel (Hamamelis virginiana}, Redbud
(Cercis caruxdensis), and Coralberry (Symphoricarpos orhiculatus).
Creek crossings No. 2-6 occur in the open, existing 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 creek crossing and lot No.
245, the homeowner has dug a ditch to carry storm water from his Iot toward the creek.
The ditch empties on to the floodplain, then drains into the creek. The vegetation here
supports Cardinal Flower {Lobetia cardinarlis) [FACW+I, Brown-eyed Susan [FAC+],
and Sensitive Fern (Onoclea sertsibilis) [FACW]. The area is approximately 1,404 sf, (20
ft. x 54 ft.). The soil is slightly mottled.
The ROW then crosses N. Scientific St., at creek crossing No. 7 and 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 Cedraw Park.
The woody vegetation inchides trees 6 in. to 18 in. diameter breast height (dbh}, with the
average dbh being less than 10 in. The species include Yellow poplar (Liriodendron
tuiipifera), Loblolly pine (Pirrus taeda), Sycamore, White oak, Black cherry (Prunes
serotina), Red maple, Sweetgum, Red mulberry (Mores rubra), Dogwood, and Hazelnut.
Near Gedrow 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 measured around all the boles for one
specimen, the dbh measurements are not representative of the single bales. However,

some of these reach 24 in. to ~4 in. dbh. The species are mostly Red oak (Q. rubra),
White oak and Sweet pignut hickory (Carya avcrdis).
The ROW then crosses into Cedrow Park, passing along the SE border of the park,
crosses the creek at the new crossing, Na. 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 several ponds. An
adjustment was made in the proposed new alignment to miss a wetland near the junction
with the existing ROW. This existing ROW is open all the way to the water treatment
plant facility.
There are no recommendations regarding species of concern or wetlands for this project.
Jam F. Matthews
and Lisa R. Gaffney
September 12, 2005
•
•