20081352 Ver 1_More Info Received_20081222

LMG A - ? '53-/
LAND MANAGEMENT GROUP INC.
Environmental Consultants
December 18, 2008
TO: Ms. Kim Garvey
?D
U. S. Army Corps of Engineers DEC 2 2 2008
69 Darlington AvenueR . WAS
Wilmington, NC 28403 W nJ0SMIpsTORM ? N
RE: NWP 12 Application; Additional Information
New Hanover County Northern Campus Regional Wastewater Collection System
New Hanover County, NC
Action ID# SAW-2008-02725
Dear Kim:
Thank you for your letter dated November 26, 2008 in which you request additional information
about the NWP 12 application we submitted for the New Hanover County Northern Campus Regional
Wastewater Collection System. Below is a response to each of your comments.
1. Asper General Condition 20(a), please further describe how this activity has been designed to
avoid and minimize adverse effects to waters of the United States to the maximum extent
practicable. Because this line runs from Holly Shelter Road to North College Road, your project
area has been defined by this office as all areas north and west of North College Road, east of
Interstate 40 and south of Holly Shelter Road. Please provide this office with an alternatives
analysis for all alternatives considered within your project area.
A critical step in determining the locations of proposed sewer system improvements is to evaluate the
existing infrastructure to meet current and future demands. The existing transmission main within this
project's drainage area is a 12" force main. The existing force main begins in Pender County, crosses the
Northeast Cape Fear River and generally parallels North College Rd. to its point of discharge to a
gravity sewer manhole near Ashley High School. The existing force main also crosses Prince George
Creek in the right-of-way of North College Road. No pump station currently exists in the area. While
the existing 12" force main will be utilized initially to service the school flows, it is significantly
undersized to accommodate the wastewater that will be generated from this basin. Therefore, the
infrastructure designated in the wastewater master plan was developed to account for the wastewater
projected in the basin. This infrastructure includes the following:
New Regional Pump Station to Serve the "Project Area" - Regardless of whether a force mains or
gravity sewer lines are utilized, a new regional pump station will be needed in this area. Due to the
relatively flat topography of New Hanover County, pump stations are a necessary part of the
wastewater collection and transmission system. However by minimizing the number of pump stations,
www.lmgroup.net • [e-mail] • Phone: [phone] • Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403 9 P.O. Box 2522, Wilmington, NC 28402
the Cape Fear Public Utility Authority can minimize the chance of sewer spills and better protect the
health of the New Hanover County Citizens and surrounding environment.
In order to optimize the use of gravity sewer lines feeding into pump stations, wastewater pumping
stations are constructed in the lower topographic elevations of a region. Several potential pump station
sites were evaluated.
Alternative Analysi.s,for Regional Pump Station
Several sub-basins were evaluated to determine the feasible location for the regional pump station. The
analysis completed for each of these sub-basins is outlined as follows (Refer to Attachment `A'):
• NHC-C-OOIF-A - The elevations in this sub-basin and its relation to the surrounding area
yielded that a regional pump station would not be feasible and could not serve the required
Project Area.
• NHC-C-OOIF-B -Similar to NHC-C-OO IF-A, this sub-basin was not suited topographically for
construction of the regional pump station and was deemed not feasible.
• NHC-C-OOIF-C - This sub-basin was located geographically the furthest distance from the
Project Area and would require an additional wastewater pumping station be constructed in
order to serve the area.
• NHC-C-OOIF-L (Preferred Alternative) - The new regional pump station is proposed adjacent
to Prince George Creek, as it is in the lower topographic elevations for the "Project Area".
Regional Pump Station Conclusion/Recommendation
Upon review of each alternative, it was determined that the proposed location of the Regional Pump
Station adjacent to Prince George Creek (NHC-C-OOIF-L; Pump Station #1) provided the most
advantageous location to serve the Project Area and to minimize infrastructure impacts to wetlands and
the surrounding environment. No wetland impacts are needed to construct this pump station.
Additionally, this regional pump station location provides for the immediate removal and abandonment
of an existing wastewater pumping station serving the New Hanover County Jail on North College
Road. It is also provides a future connection for removal and abandonment of the existing wastewater
pumping station that serves Cape Fear Community College on Blue Clay Road.
Once the general area of the proposed pump station was determined, the project engineers evaluated
several different scenarios to connect existing and/or new sewer lines to it. Both force mains and gravity
lines were analyzed.
Sewer Force Main to Serve the "Project Area"
The project will initially utilize the existing 12" force main located on North College Road as the
connection point of the proposed pump station's force main. However, as demand for sewer service
increases, a new force main would be required to parallel the existing force main. This additional force
main line could be installed via directionally drilling with little or no wetland/stream impact. However,
the number of pump stations and/or lines necessary for this alternative would increase. If the pump
station is located on the north side of Prince George Creek, three lines would be needed across the
creek, including one gravity line. If the pump station is located on the south side of the creek, a pump
station would also be needed on the north side of the creek to increase the pressure in these lines and
move the wastewater across the creek.
Pump Station Located on North Side of Creek:
• Maintain existing 12" Force Main Crossing that connects to PS on north side of creek
• Install Gravity Sewer Crossing (Flowing South to North to PS)
• Install additional 18" Force Main Crossing to carry flow from PS across creek
• Results in three active pipelines located in wetland areas (two force mains and one gravity).
Pump Station Located on South Side of Creek:
Use existing 12" Force Main Crossing
• Install additional 18" Force Main Crossing
• Install pump station on north side of creek to move flow across creek
• Results in two pump stations (one on north side and one on south side)
As mentioned previously, one of the objectives of the WWMP is to minimize the number of pump
stations because they are often a source of sewer spills; either because the pump station could not
convey the amount of flow coming to it or because of a ruptured force main (i. e. Northeast Interceptor).
Therefore, by using fewer pump stations, the chances of spills are reduced. In addition to increasing
potential environmental issues with increasing the number of lines and/or pump stations, the force main
alternatives would also increase costs. For these reasons, neither of the above-referenced alternatives
was selected.
Gravity Sewer Main to Serve the "Project Area"
Gravity sewers are the most efficient and dependable means of providing sewer service to an area, as
they require no pumps, electricity, or other mechanical means to convey wastewater. For these reasons,
gravity sewer is proposed as the primary collection infrastructure for the Project Area (See Attachment
`A') and the proposed school site. In order to convey the wastewater from the Project Area, the gravity
sewer must cross Prince George Creek. The alternatives analysis consisted of two primary options:
• Crossing of Prince George Creek Along North College Road - Specifics of this option are:
Would add - 5,000 feet of length to the proposed gravity sewer to tie into the PS.
The depth of the gravity sewer main and regional pump station would increase by
approximately 12-15 feet. The regional pump station depth would likely become impractical
to construct at this depth.
The gravity sewer main would cross Prince George Creek along North College Road.
However, NCDOT requires that all pipelines be constructed 5' within the existing right-of-
way. Based on this, easements would be required outside of the maintained NCDOT right-
of-way and impacts to Prince George Creek would be identical to those of the proposed
location
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Crossing ?of Prince George Creek as Currently Proposed - The proposed location provides the most
advantageous location of the gravity sewer main. It adequately provides sewer service to the
Project Area and is practical to construct in relation to the proposed regional pump station. The
pipeline is designed and sized to serve the entire Project Area and basin, therefore, there will be no
need to install an additional pipeline at a future date or incur future impacts.
Gravity Sewer Main Conclusion/Recommendation
The crossing of Prince George Creek as currently proposed adequately provides sewer service to the
Project Area and minimizes the impact to the Creek. For these reasons, it is the recommended
alternative. The North College Road alternative does not reduce wetland/stream impacts and would
potentially lead to infrastructure that is impractical to construct.
Based on this analysis, it was determined that a pump station located on the south side ofPrince George
Creek with one gravity sewer crossing would allow the Cape Fear Public Utility Authority to serve the
entire drainage basin while minimizing the number of pumping stations and minimize the number of
active sewer pipeline crossing of wetland areas.
2. Special Condition 20 requires compensatory mitigation in most cases for impacts exceeding 0.1
acres and requiring a Pre-construction Notification. Both Special Condition 20 and Regional
Condition 4.3.8 identify the establishment of permanently maintained right-of-way through
forested wetlands as 'permanent " impacts and require the consideration of compensatory
mitigation. The project drawings that you submitted on October 17, 2008 indicate that a 30 foot
permanent easement will be maintained. Yherefore, you must submit a proposal addressing
compensatory mitigation for these impacts.
Please be aware that you must comply with the Corps Final Rule on Compensatory Mitigation for
Losses of Aquatic Resources.
As was discussed in the on-site meeting, a 30' wide easement will be periodically maintained. To
mitigate for this permanent impact of 0.47 acres of wetlands (please see revised site plan), the applicant
agrees to buy into the NC Ecosystem Enhancement Program for the restoration of 0.5 acre of riparian
wetlands. In addition, five acres of adjacent wetlands will be preserved. There are no private mitigation
banks available in the Cape Fear River Basin. This mitigation plan complies with the Corps Final Rule
on Compensatory Mitigation.
3. You did not adequately describe measures you have taken to meet the terms of General Condition
23 and Regional Condition 4.1. Your October 17, 2008 letter indicates that jack and bore can be
installed to grade with reasonable accuracy. Please specifically describe why this method is not
used to avoid impacts to waters of the United States.
Please note that the letter dated October 17, 2008 reads, "Although bore & Jack casing installation can
be installed to grade with reasonable accuracy, it is not likely a bore of this size and length could be
installed to the required accuracy. " The intent of this statement was to convey that bore & jack
installation was not feasible for this particular installation. During design of this project, McKim &
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Creed consulted with bore & jack contractors to determine the feasibility of this method for this project.
Based on this, we ascertained a number of several reasons as to why this method is not feasible:
Typical bore & jack consists of an auger inside of the steel casing pipe. The auger cuts and conveys
material from the front edge of the casing pipe to the bore pit where it's removed and disposed of.
This crossing is a gravity sewer main and must be constructed on a specific alignment and grade or
slope. The auger cannot be "steered"; therefore the alignment and grade must be set and maintained
during the entire operation. Typical bore and jack road crossings are 60 ft-80 feet in length, while
the longest are normally 300-375 feet in length for gravity sewer. The proposed crossing would
require a bore & jack of approximately 800 linear feet, which is well beyond current reliable
mechanical technology. A bore & jack for this crossing for the length cannot be achieved the
required accuracy and grade. Therefore, this method of installation was deemed not feasible.
• Another obstacle for installation of this pipeline by bore & jack is the existing soil conditions. The
existing soil conditions would not provide vertical support to the casing and it is possible that the
casing would "sink" during the process and an accurate path or grade could not be maintained.
Therefore, existing soil conditions would present a significant obstacle to a bore & jack installation.
• Water control is yet another reason bore and jack casing installation would be extremely very
difficult for this installation. The bore machine is located below grade of the proposed pipe, which is
designed below the grade of the bottom of the standing water in the wetland. Traditional well
pointing can be used to control water from entering the bore pit from the sides of the excavation,
but there will be no way to control water entering from the casing pipe, around the auger, creating a
major hindrance for installation by bore & jack.
It is also noted that this crossing was evaluated for the feasibility of horizontal directional drilling
(HDD). However, HDD is not practical for gravity sewer mains to be installed on specific paths or
grades and is not a feasible alternative.
4. Regional Condition 4.3.3, Work Corridor Restrictions, requires site and project specific
justification for work corridors exceeding 40 feet. The information provided in the October 17,
2008 submittal does not provide adequate justification as to why your work corridor must exceed
the commonly acceptable 40 feet.
After further discussions with the contractor, it has been determined that a 40-foot wide construction
corridor is acceptable. This reduces initial impacts to 0.616 acres of wetlands and 40 LF of stream.
Please see the revised site plan and PCN form.
5. This office is unable to determine if you meet the terms of General Condition 23 and Regional
Condition 4.4. Please provide more detailed cross section drawings of the proposed crossing of
Prince George's Creek and its adjacent wetlands so that this office may determine if the utility
line, pile driven timbers and rock stabilizer will be at least two feet below the substrate.
The utility line, pile driven timbers, and rock stabilizer will be installed a minimum of two feet below the
5
substrate. Additional details have been added to the enclosed plan sheet C-1. Sheet C-12 has also been
enclosed which provides a detail of the proposed piling connection details.
Please contact me if you have any additional questions. Thank you for your assistance with this
project.
Sincerely,
Kim Williams
Wetland Scientist
Encl.
C: Mr. Frank Styers, Cape Fear Public Utility Authority
Mr. Michael Johnson, McKim & Creed
Mr. Chad Coburn, DWQ
Mr. Ian McMillan, DWQ
Office Use Only: Fonn Version March 05
USACE Action ID No. DWQ No. L 3 d'
(If any particular item is not applicable to this project, please enter "Not Applicable" or °lv/A .)
L 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 ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 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 details), check here: ?
II. Applicant Information
o ?C??ad? p
1. Owner/Applicant Information DEC 2 2 2008
Name: Cape Fear Public Utility Authority
Mailing Address: c/o Mr. Frank Styers P.E. .. ? =R BRAKH
235 Government Center Drive
Wilmington NC 28403
Telephone Number: [phone] Fax Number:
E-mail Address:
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: Kim Williams
Company Affiliation: Land Management Group Inc
Mailing Address: P.O. Box 2522
Wilmington NC 28402
Telephone Number: 910-452-0001 Fax Number: 910-452-0060
E-mail Address: kwilliams&lm ooup.net
Updated 11/1/2005
Pagel 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: New Hanover County Northern Campus Regional Wastewater Collection System
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): R01800-002-055-000; portion of R01100-009-
015-000• portion of several other parcels that the easement goes through
4. Location
County: New Hanover Nearest Town: Wilmington
Subdivision name (include phase/lot number): n/a
Directions to site (include road numbers/names, landmarks, etc.): From Wilmington take
132 N. The project area begins at the intersection of NC 132 and Old Oakland Road (see
vicinity map).
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): 34.3462° N 77.8892° W
6. Property size (acres): 8800 linear feet and 3 acre tract
7. Name of nearest receiving body of water: Prince George Creek
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: The project area consists of a sewerline easement. Part of
this easement runs parallel with Old Oakland Road and the rest of the easement is
undeveloped. Land use in the vicinity is largely residential or undeveloped.
Updated 11/1/2005
Page 2 of 8
10. Describe the overall project in detail, including the type of equipment to be used: This project
involves the construction of approximately 6,440 linear feet of 10-inch through 24-inch
sewer main within existing and proposed utility easements and NC DOT R/W, as well as a
wastewater pump station in New Hanover County NC Approximately 8 acres are estimated
to be disturbed during construction The limit of disturbance will be a 40' wide corridor
along the pipeline route and limits as shown around the proposed pump station site. This
work will result in temporary impacts to 0.616 acres of 404 wetlands and 40 LF of stream. In
addition 0.04. acre of isolated wetlands will be permanently impacted. A track hoe and
bulldozer will be used to create the installation area and then restore to existing grade. Silt
fences will be used to reduce erosion into adjacent wetlands and Prince George Creek.
11. Explain the purpose of the proposed work: This project will provide wastewater service to
the New Hanover County School Board of Education's Northern Campus Middle &
Elementary Schools and surrounding areas
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. The 404 wetland line was delineated by Land Management Group, Inc.
in March of 2008 Kim Garvey of the U.S. Army Corps of Engineers field approved the wetland
line in June of 2008.
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 additional wetland impacts are anticipated on this site.
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.
Updated 11/1/2005
Page 3 of 8
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:
The applicant proposes to temporarily impact 0.144 acre of 404 wetlands and 40 LF of stream,
permanently impact 0.04 acre of isolated wetlands and permanently maintain 0.472 acre of 404
wetlands for the installation and maintenance of a sewer line.
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,
n+_! , 1ie4 * varte .t„P to l,nth etnirtnre and flondinsr_
Located within Distance to Area of
Wetland Impact Type of Wetland 100-year
r Nearest Impact
Site Number Type of Impact (e.g., forested, marsh, Floodpla Stream (acres)
(indicate on map) herbaceous, bog, etc.) (yes/no) (linear feet)
1 Excavation/Fill Isolated no 1400 0.04
2a Excavation/Fill (Temp) Forested no adjacent 0.144
2b Excavation/Fill (Temp) Forested no adjacent 0.472
Vegetation mainten. (Perm)
Total Wetland Impact (acres) 0.620
3. List the total acreage (estimated) of all existing wetlands on the property: approx. 5 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
mind he inrlnrlrfl Tn nnlc„late ncreaae_ multinly length X width. then divide by 43,560.
Stream Impact v Perennial or Average Impact Area of
Number Stream Name Type of Impact Intermittent? Stream Width Length Impact
(indicate on map) Before Impact (linear feet) (acres)
2a Prince George Creek Excavation /Fill perennial 20 40 0.0184

Total Stream Impact (by length and acreage) 40 0.0184
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 dreduinu_ flooding- drainage. bulkheads. etc.
Open Water Impact v Name Waterbody Type of Waterbody Area of
Site Number (if applicable) Type of Impact (lake, pond estuary, sound, bay, Impact
(indicate on map) ocean, etc.) (acres)

N/A
Total Open Water Impact (acres)
Updated 11/1/2005
Page 4 of 8
6. List the cumulative impact to all Waters of the U.S. resultiwz from the project:
Stream Impact (acres): 0.0184
Wetland Impact (acres): 0.616
Open Water Impact (acres): N/A
Total Impact to Waters of the U.S. (acres) 0.634
Total Stream Impact (linear feet): 40
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.
The applicant broaoses to impact 0.04 acre of isolated wetlands needed for the installation of
a sewer line.
8. Pond Creation N/A
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
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The temporary 404 wetland and stream impacts are necessary to install this sewer line in the northern nart
of New Hanover County. The applicant had to work with several landowners in the area to obtain the
easement and the flexibility in the placement of the line was limited. The construction corridor has been
reduced to 40' in width to reduce wetland impacts. The engineer evaluated the option of directionally
boring the stream crossing but this is a gravity line and the topography of the site did not support it The
isolated wetland impact could not be avoided because of required manhole setbacks from wetlands. After
the pipe has been installed across the stream this area (Impact #2) will be returned to natural grade The
isolated wetland impact will be permanent. Vegetation within a 30' wide easement will be maintained
Updated 11/1/2005
Page 5 of 8
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/strmgide.html.
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.
Although Impact #2 will be returned to grade a 30' wide corridor will be permanently
maintained. To mitigate for this 0.472 acre of disturbance, the applicant agrees to buy into
the NC EEP for the restoration of 0.5 acre of riparian wetlands. In addition, five acres of
adjacent wetlands will be preserved.
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): n/a
Updated 11/1/2005
Page 6 of 8
Amount of buffer mitigation requested (square feet): n/a
Amount of Riparian wetland mitigation requested (acres): 0.5
Amount of Non-riparian wetland mitigation requested (acres): n/a
Amount of Coastal wetland mitigation requested (acres): n/a
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)?
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
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 multii3liers.
I I Zone* Impact Multiplier Required
(sauare feed 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
Updated 11/1/2005
Page 7 of 8
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. N/A
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. The proposed project will result in increased
impervious surface coverage of 4200 sf, which is for manholes wet wells and gravel within the
corridor. The project qualifies for a stormwater exemption.
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.
This sewer line will tie into an existing force main that runs to the Northside WWTP.
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
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
This project will not provide access to other tracts.
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).

(l ?, ? /,,,/
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Updated 11/1/2005
Page 8of8
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FE cos Stem y
PROGRAM
November 24, 2008
Frank Styers
Cape Fear Public Utility Authority
235 Government Center Drive
Wilmington, NC 28403
Expiration of Acceptance: August 24, 2009
Project: New Hanover County Northern Campus Regional Wastewater Collection System County: New Hanover
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to accept
payment for impacts associated with the above referenced project. Please note that this decision does not assure that the payment will
be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the applicant to contact these
agencies to determine if payment to the NCEEP will be approved You must also enmplwith all 6`ther, state fedei al or local
This acceptance is valid for nine months from the date of this letter and is not transferable. If we have not received a copy of the
issued 404 Permit/401 Certification/CAMA permit within this time frame, this acceptance will expire. It is the applicant's
responsibility to send copies of the permits to NCEEP. Once NCEEP receives a copy of the permit(s) an invoice will be issued based
on the required mitigation in that permit and payment must be made prior to conducting the authorized work. The amount of the In
Lieu Fee to be paid to NCEEP by an applicant is calculated based upon the Fee Schedule and policies listed at www.nceep.net.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the following
table.
River
Basin CU
Location Stream (feet) Wetlands (acres) Buffer I
(Sq. Ft.) Buffer II
(Sq. Ft.)
Cold Cool Warm Riparian Non-Riparian Coastal Marsh
Impact Cape Fear 03030007 0 0 50 0.736 0 0 0 0
L Credits Cape Fear 03030007 0 0 100 1.472 0 0 0 0
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation. If the regulatory agencies require
mitigation credits greater than indicated above, and the applicant wants NCEEP to be responsible for the additional mitigation, the
applicant will need to submit a mitigation request to NCEEP for approval prior to permit issuance. The mitigation will be performed
in accordance with the Memorandum of Understanding between the N. C. Department of Environment and Natural Resources and the
U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Valerie Mitchener at [phone].
Sincerely,
William D. Gilmore, PE
Director
cc: Cyndi Karoly, NCDWQ Wetlands/401 Unit
Kim Garvey, USACE-Wilmington
Chad Coburn, NCDWQ-Wilmington
Kim Williams, agent
File
RP.stor"19 .. EnIta"... nYVt?;t o stag
a?L
UBENR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-16521919-715-0476/www.nceep. net
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PARID:R01800-002-065-000
NEW HAN CNTY WATER/SEWER 4608 COLLEGE RD N CURRFN-i r;-'_0R

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Address 4608 N COLLEGE RD
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