20081041 Ver 1_More Info Received_20080917

W'.?WK
community infrastructure consultants
September 15, 2008
Mr. Ian McMillan
NCDWQ - 401 Wetlands Unit
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604
Dear Mr. McMillan:
;1 iEnclosed with this letter are two copies of the revised PCN for the NC 53 Utility Relocation project
(DWQ Project #20081041). At the request of the DWQ (Joanne Steenhuis) and USACE (Brad Shaver)
the jurisdictional boundaries were revised to match the approved NCDOT delineation for the NC 53
widening project. The previously submitted JD request and data forms are no longer accurate.
Wetland impacts decreased and are now 0.024 acres. Stream impacts increased to six crossings. The
PCN form, narrative, Figure 4A-4L, and design plans have been revised to reflect these changes and
are attached. Please let me know if you require any additional information.
Thank you for your prompt attention to this important project and please let me know if you have any
questions or require any additional information.
Sincerely,
W.K. Dickson & Co., Inc.
Daniel P. Ingram
Project Scientist
cc: Ms. Joanne Steenhuis, NCDWQ 401/Wetlands Unit
Mr. Brad Shaver, US Army Corps of Engineers
Mark Fisher, PE, WK Dickson Project Manager
Frank Sanders, Jr., PE, Onslow Water and Sewer Authority
File: 80122.00.RA I
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Office Use Only: Form Version March 05
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
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, GC 3699
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 details), check here:
II. Applicant Information S R
1. Owner/Applicant Information
S E P 1 7 2008
Name: Onslow Water and Sewer Authority
Mailing Address: 228 Georgetown Road WEWDS+ANDS70RMWATERBRANCH
P.O. Box 1415
Jacksonville NC 28540
Attention: Mr. Frank Sanders Jr. PE
Telephone Number: 910-455-0722 Fax Number: 910-347-0793
E-mail Address: fsandersgonwasa.com
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: Daniel Ingram or George Lankford
Company Affiliation: WK Dickson
Mailing Address: __ 720 Corporate Center Drive
Raleigh NC 27607
• Telephone Number: 919-782-0495 Fax Number: 919-782-9672
E-mail Address: dingram(d)wkdickson.com [e-mail]
Page 1 of 8
• 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: Highway 53 Utility Relocation
2. T.I.P. Project Number or State Project Number (NCDOT Only): Not Applicable
3. Property Identification Number (Tax PIN): Project is located in existing right-of-wa.
• 4. Location
County: Onslow Nearest Town: Jacksonville
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): From Jacksonville, take
US-17 Marine Blvd.) south. Stay right onto US-258 (Richlands Highway) for 1.4 miles
then continue on NC-53 South (Bur ag w Highway) for 0.8 miles. The project area is along
NC-53 between Old Maplehurst Road and Pony Farm Road.
5. Site coordinates (For linear projects, such as a road or utility line,
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): See attached project narrative °N
attach a sheet that
ow
6. Property size (acres): The project corridor is approximately 8,500 feet long and 90 feet wide
(17.56 acres).
7. Name of nearest receiving body of water: Project waters flow to Blue Creek.
8. River Basin: White Oak, (HUC 03020106)
(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/admiti/rnaps/.),
9. Describe the existing conditions on the site and general land use in the vicinity of the project
• at the time of this application: see attached ro'ect narrative
Page 2 of 8
• 10. Describe the overall project in detail, including the type of equipment to be used: see
attached project narrative
11. Explain the purpose of the proposed work: see attached project narrative
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. There are no previous permit applications or jurisdictional determination
requests for this project. NCDOT has applied for permits related to road widening.
• 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.
No future permit requests are anticipated for the proposed utility project. NCDOT road
widening project may require additional permits. See Item #11 on project narrative.
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
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: see attached project narrative
Page 3 of 8
• 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,
se aratel list impacts due to both structure and flooding.
Wetland Type of Wetland Located Distance
Impact Site (e.g., forested, within 100- to Nearest
Number marsh, year Stream Area of
(indicate on herbaceous, bog, Floodplain (linear Impact
ma T e of Im act etc. es/no feet acres
Temporary Adjacent
1 excavation Maintained roadside No to UT - 4 0.024
Total Wetland
Impact (acres) 0.024
3. List the total acreage (estimated) of all existing wetlands on the property: 0.024 acres
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
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number (indicate
on map)
Stream
Name
Type of
Impact
Perennial or
Intermittent? Average
Stream Width
Before Impact
Impact Length
(linear feet) Area of
Impact
(acres)
1 UT-2 Temp. Exc. Perennial 10 45 0.010
2 UT - 3 Temp. Exc. Intermittent 3 41 0.003
3 UT - 3 Temp. Exc. Intermittent 3 37 0.003
4 UT-4 Temp. Exc. Perennial 7 40 0.006
5 UT-4 Temp. Exc. Perennial 8 40 0.007
6 UT - 5 Temp. Exc. Perennial 10 21 0.005
Total Stream Impact (b length and acreage) 224 0.034
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
fill, excavation, dredging, flooding, drainage, bulkheads, 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
- ***No proposed open water impacts*** -

Total Open Water Impact (acres)
Page 4 of 8
:J
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.034 (temp)
Wetland Impact (acres): 0.024 (temp)
Open Water Impact (acres): 0.0
Total Impact to Waters of the U.S. (acres) 0.058 (temp)
Total Stream Impact (linear feet): 224
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.
Not Applicable
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.): Not Applicable
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
• local stormwater requirement, etc.): Not Applicable
Current land use in the vicinity of the pond: Not Applicable
Size of watershed draining to pond:- Not Applicable
Expected pond surface area: Not Applicable
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
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. See attached project narrative
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
Page 5 of 8
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 requited 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
htti)://h2o.enr.state.nc.us/ncwetlands/strmgide.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.
• See attached project narrative.
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/wro/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): Not Applicable
Amount of buffer mitigation requested (square feet): Not Applicable
Amount of Riparian wetland mitigation requested (acres): Not Applicable
Amount of Non-riparian wetland mitigation requested (acres): Not Applicable
Amount of Coastal wetland mitigation requested (acres): Not Applicable
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/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)?
Page 6 of 8
• 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 213 .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 0213.0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ? No
• 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 multipliers.
Zone* Impact Multiplier Required
(square feet Mitigation
1 3 (2 for Catawba)
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 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. rf percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. Not Applicable
• XII. Sewage Disposal (required by DWQ)
Page 7 of 8
0 M. 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. Not Aunlicable
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 Avalicable --
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
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
hgp://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
See attached project narrative
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).
Applicant/Agent's Sign Date
(Agent's signature is valid only, urauthorization letter from the applit isprovided.)
Updated 11/1/2005
PCN Narrative
Highway 53 Utility Relocation
• For Onslow Water and Sewer Authority
Nationwide Permit 12 and General Certification 3699
Pre-Construction Notification
Project Narrative
Name and Address of the Applicant:
Onslow Water and Sewer Authority
PO Box 1415
228 Georgetown Road
Jacksonville, NC 28540
PCN Section 111. Project Information
Item #5: Site Coordinates
Crossing Latitude
(DD.dddddd N) Longitude
(DD.dddddd W)
Unnamed Tributary 1 to Blue Creek 34.7458799 -77.4843395
Unnamed Tributary 2 to Blue Creek 34.7438455 77.4905504
Unnamed Tributary 3 to Blue Creek 34.7431897 -77.4928428
Unnamed Tributary 4 to Blue Creek 34.7413247 -77.4987599
Unnamed Tributary 5 to Blue Creek 34.7400821 -77.5028024
• Item #9: Existing Conditions on the Site and General Land Use in the Vicinity of the
Project
Land use within the project vicinity is predominantly residential and commercial with
zones woodlands and agricultural lands. The proposed project is located within an existing
NCDOT right-of-way. The existing conditions are: maintained easement on the road
shoulder and ditches, small areas of upland scrub-shrub habitat, and small areas of upland
forested habitat. The impacted streams and wetland are located within the disturbed road
right-of-way. The proposed project crosses five stream channels that are conveyed beneath
the road surface in culverts. These channels are extensively modified and have been
channelized and straightened.
Item #10: Project Description
The proposed project entails relocating a 10-inch water distribution main along NC
Highway 53 between Southwest High School near Old Maplehurst Road and Pony Farm
Road outside of Jacksonville, NC. More specifically, the water line work includes:
• Installation of 8,775 linear feet of 12-inch water main along NC Highway 53
between Old Maplehurst Road and Pony Farm Road, tying into an existing 14-inch
water main;
• Abandonment of 8,775 linear feet of water main along the same corridor;
• Construction of several cross connections to connect the proposed water main to
the existing water distribution system. After the proposed cross connects are placed
• in service, the existing cross connects will be pressure grouted and abandoned in
place; and
PCN Narrative
Highway 53 Utility Relocation
• • 25 water service lines will be switched to the proposed water main, seventeen of
which will be installed by moling under Highway 53.
The project also entails abandoning a portion of the 6-inch water main along Old
Maplehurst Road and converting it to a sanitary sewer force main. The alteration of the
system is consistent with the adjacent force main relocation required by the widening of
NC 53 and a separate water main project (12-inch Marine Corps Air Station (MCAS) water
main) for Onslow Water and Sewer Authority (ONWASA) that has already been permitted.
The existing 6-inch force main to be relocated is presently owned by Centerline Utilities
but will be acquired by ONWASA. NCDOT is requiring all cross-connects to the existing
water main (that is to be relocated) to be re-bored and reconnected to the relocated water
main. Given this requirement and considering the soon-to-be 12-inch MCAS water main,
ONWASA and WKD have determined that one cross-connect can be completely
abandoned.
This cross-connect is the existing 6-inch water line that runs parallel to Old Maplehurst
road and connects to the existing 10-inch water main (to be relocated) at the intersection of
Old Maplehurst Road and NC 53. ONWASA is installing a new 12-inch water main from
this intersection to the MCAS at Camp Lejeune. The new water main will connect to the
relocated water main that parallels NC 53. It will reside on the opposite side of Old
Maplehurst Road from the existing 6-inch water main. Its design and construction are
being handled by others and it is already permitted and under construction.
The existing private force main that will be relocated adjacent to NC 53 and the new 12-
inch MCAS water main will share the same corridor and result in a conflict. The existing
force main runs along NC 53 and then parallels Old Maplehurst Road as shown on the
design plans.
The alteration of ONWASA's distribution system will eliminate the MCAS water main
conflict with the existing sewer force main by the following:
1. Severing the existing 6-inch water main adjacent to Old Maplehurst Road between
NC 53 and Springdale Drive. It will be disconnected at NC 53 and at the
intersection of Old Maplehurst and Springdale Drive. The new 12-inch MCAS
water main will be connected to the existing 6-inch water main at Springdale Drive
to offset the severing of this stretch of the 6-inch water main.
2. Reconnecting the services that are connected to the existing 6-inch water main to
the new 12-inch MCAS water main. Approximately 7 services will be impacted
and will be switched to the new 12-inch main prior to abandoning the 6-inch main.
3. Converting the abandoned 6-inch water main to a force main and connecting it to
the relocated section of force main at the intersection of NC 53 and Old Maplehurst
Road and connecting it back to the original force main at the intersection of Old
Maplehurst and Springdale Drive.
4. Removing the corporation stops and saddles on the abandoned 6-inch water main
and installing a repair clamp on the service taps to make the converted force main
watertight.'
5. Providing offset markers or signs to identify the force main. The signs or markers
will notify that ONWASA should be contacted prior to excavating.
• 6. The abandoned force mail will be emptied, disinfected and flushed, and
permanently capped.
2
PCN Narrative
Highway 53 Utility Relocation
• Item #11: Purpose of Proposed Work
The purpose of the proposed relocation of the water and force mains is to prevent them
from being under pavement once the NC Highway 53 widening project is complete. The
relocation of both the water and force mains must be completed before the North Carolina
Department of Transportation (NCDOT) proceeds with the plan to widen Highway 53 in
the immediate future. Relocating both mains closer to the right of way limits will allow
ONWASA to have access to the mains for maintenance and repairs. The current location of
the PVC mains would subject them to being under pavement once the NC Highway 53
project is complete. Local NCDOT authority objects to PVC pressure mains being under
pavement.
In addition, the necessity of the relocation allows ONWASA to increase the pipe size from
10-inches to 12-inches to provide additional flow and pressure at a much lower cost since
NCDOT is responsible for the relocation and non-betterment. The upsizing is consistent
with long range plans, and provides a transmission loop with the 12-inch main extension to
the MCAS at Camp Lejeune and the Southwest elevated tank.
PCN Section VI. Proposed Impacts to Waters of the United States/Waters of the State
Item #1: Description of Proposed Impacts
One wetland impact is proposed (see table in PCN). The impact is temporary excavation
within the existing maintained right-of-way. No ground disturbance is proposed within
wetlands beyond the excavated trench, although soil may be temporarily side cast during
construction. All side cast material will be backfilled or removed from the wetland daily.
The wetland area will be restored to preconstruction elevations and stabilized with an
appropriate wetland seed mix. All general conditions of the Nationwide Permit 12 and
regional conditions will be adhered to during project construction.
Six stream impacts are proposed (see table in PCN). These stream channels are being
excavated because of the lack of adequate area to place jack and bore pits due to
horizontal space constraints to achieve entry and exit approach for directional bore, the
necessity for multiple service reconnections, and financial considerations. Remaining
stream crossings are either being installed with directional drilling equipment (bore and
jack). No impacts to tidal streams or wetlands or Coastal Area Management Act (CAMA)
Areas of Environmental Concern are proposed.
PCN Section VII. Impact justification (Avoidance and Minimization)
The proposed water and force main relocation is required to prevent them from being
under concrete following the completion of the NC Highway 53 widening project. The
mains must be relocated closer to the right of way limits to allow ONWASA to have access
to the mains for maintenance and repairs. Local NCDOT authority objects to PVC pressure
mains being under pavement.
The linear nature of the proposed project makes impact avoidance difficult. The proposed
impacts to waters of the US are necessary and minimized. Some stream impacts have been
• avoided through the use of directional drilling (bore and jack).
PCN Narrative
Highway 53 Utility Relocation
The prohibitively high installation costs of directional drilling and right-of-way constraints
necessitate some wetland and stream impacts. All proposed wetland impacts are located in
disturbed roadside wetland habitats. These areas are periodically mowed and existing
utilities are co-located within the road shoulder area. No impacts to forested wetlands or
tidal wetlands are proposed.
Impacts will be minimized through the use of strict erosion control measures and
adherence to BMPs and all general conditions and regional conditions.
PCN Section VIII. Mitigation
Item #1: Description of mitigation plan.
One wetland area and four streams will be temporarily impacted by the proposed project
(see table in PCN). The impacts are all temporary excavation within the existing
maintained right-of-way. The impact area is assumed to be the limits of disturbance;
although within wetland and stream areas minimal vegetation will be cleared and the pipe
trench will be excavated. No grubbing/grading will take place within the wetland and no
additional ground disturbance is proposed within wetland, although soil may be
temporarily side cast during construction and disturbed by construction equipment. All
side cast material will be backfilled or removed from the wetland daily. Stream crossings
will be constructed in dry conditions utilizing a pump-around approach. The proposed
utility line will be buried approximately five feet below the existing bed elevation. jute
matting and native plantings will be used to stabilize the disturbed bank. No rip-rap or
• other stabilization is proposed below the OHWM. The wetland and stream areas will be
restored to preconstruction elevations and stabilized with an appropriate wetland seed mix.
All general conditions of the Nationwide Permit 12 and regional conditions will be adhered
to during project construction.
PCN Section XIV. Cumulative Impacts
The proposed project serves existing service areas and is not anticipated to serve any future
areas other than undeveloped or vacant lands in this zone that are currently accessible to
the existing water line and are anticipated to be developed or occupied through the
planning period. It is likely that future residential development will result in both
temporary and permanent impacts to water quality and waters of the US. The proposed
project may increase these impacts by allowing higher density residential development in
the service areas. These potential cumulative impacts are dependent on future population
trends and development standards and cannot be quantified.
•
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