20071126 Ver 1_More Info Received_20070720

,.
SINCE
FROEHLING & ROBERTSON, INC.
Q GEOTECHNICAL .ENVIRONMENTAL .MATERIALS
a ENGINEERS .LABORATORIES
"OVER ONE HUNDRED YEARS OF SERVICE"
A
1 a s 1 310 Hubert Street
Raleigh, North Carolina 27603 ~ ,~
Telephone:[phone] Q 7
Fax: [phone]
To: NC Division of Water Quality (NC-DWQ)
1628 Mail Service Center
Raleigh, NC 27699-1628
Attn: Ms. Amy Chapman
We are sending you /^ Attached
The following items:
^ Engineering Reports ^ Prints
^ Test Reports ^ Samples
MAIN OFFICE AND LABORATORIES
3015 DUMBARTON ROAD
RICHMOND, VIRGINIA 23228
PHONE: [phone]
FAX: [phone]
PAYMENT
RED==FINED
Date: July 20, 2007
F&R No.: H66-5047E
Reference: Maxwell Wastewater Pump Station and
Force Main Improvements
^ Under separate cover via
^ Copy of Letter
^ Contract
/^ Plans
See Below
^/ Other:
COPIES DATE NO. DESCRIPTION
7 June 22, 2007 PreConstruction Notification form Complete with attached:
1 Agent Authorization Letter
1 Figures (USGS Topo and Soil Survey Maps)
7 June 22, 2007 11"x17" Copy of Site Plans
1 July 16 2007 Check # 10836

Remarks:
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Distribution:
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Signed
Form No. 1027

SINCE
FROEHLING & ROBERTSON, INC
/~ GEOTECHNICAL • ENVIRONMENTAL • MATERIALS
vx(_ ENGINEERS • LABORATORIES
"OVER ONE HUNDRED YEARS OF SERVICE"
® 310 Hubert Street
~ a s ~ Raleigh, North Carolina 27603
Telephone: [phone] Fax: [phone]
07-1126
July 19, 2007
Ms. Cindy Karoly
North Carolina Division of Water Quality (DWQ)
1628 Mail Service Center
Raleigh, NC 27699-1628
Re: Response to Request for More Information June 28, 2007
Allowable Parallel Zone 1 Buffer Impacts in the Neuse River Basin
Maxwell Wastewater Pump Station and Force Main Improvements
Garner, Wake County, North Carolina
F&R Project No. H66-5047E
Ms. Karoly:
PAYME~i~
RE~~E~VED
Froehling & Robertson, Inc. (F&R) is submitting this response to your request for more
information dated June 28, 2007 and concerning the Pre-Construction Notification (PCN) for
written approval for allowable parallel Zone 2 Neuse River Riparian Buffer (NRRB) impacts.
F&R has been contracted by McKim & Creed PA to perform wetland consulting services on
behalf of the City of Raleigh for the above-referenced project site, located in Garner, Wake
County, North Carolina within the Neuse River Basin. Specifically the project site is located on
the USGS 7.5' Topographical Map of "Lake Wheeler, North Carolina" dated 1988. A copy of
the USGS Topo map and the relevant portion of the Soil Survey of Wake County, North
Carolina with the project site location marked are attached to the PCN.
The request for more information required the PCN to state the applicable US Army Corps of
Engineers (USAGE) Nationwide Permit No., five additional copies of the PCN, and the review
fee.
- The corresponding USAGE Nationwide Permit No. is 12;
- The fee has been submitted; and
- The five additional copies have also been submitted.

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In addition below is further explanation about the project. The City of Raleigh is proposing the
following impacts:
~ Two separate allowable parallel Zone 2 NRRB impacts (Impact 1 and 2 respectively) to
one unnamed tributary (UT1) of Swift Creek and one UT of that UT (UT2). Please see
the attached Buffer Impact Map.
1 Perpendicular Intermittent Stream Crossing in accordance with (IAW) USACE
Nationwide Permit No. 12 and the corresponding WQC No. 3625.
The project as proposed will extend an approximately 3,450 foot long force sewer main from the
Greenbriar Pump Station (PS) toward the existing Maxwell PS, beneath portions of Maxwell
Drive, Greenbriar Road, Forestdale Road, Winterlochen Road, Jessup Drive, and Vesta Drive.
Two streams and their associated buffers will be avoided by crossing within the existing
previously impacted public right-of--way under existing culverts, resulting in no impact to the
existing streams or the NRRB at these crossings.
Parallel impacts to Zone 1 of the NRRB have been avoided entirely by placing the edge of the
easement completely out of Zone 1. Parallel impacts to Zone 2 of the NRRB were avoided and
minimized to the extent practical. However, impacts were caused by the need to connect to the
existing line at the Greenbriar PS and by avoiding placing the sewer line in the middle of the
adjacent property making that property un-developable, therefore creating no practical
alternative to the Zone 2 impacts. It is F&R's understanding that the two separate parallel Zone 2
Buffer impacts are allowable in accordance with 15A NCAC 02B .0233 Neuse River Basin:
Nutrient Sensitive Waters Management Strategy: Protection and Maintenance of Existing
Riparian Buffers Table of Uses;
"Impacts other than perpendicular crossings in Zone 2 only3 Allowable "
The project also proposes renovation of the Maxwell PS and the demolition of the Greenbriar PS.
The Greenbriar PS is currently located within Zone 1 of the Neuse River Buffer once the PS is
demolished this area of Zone 1 will be allowed to re-vegetate naturally constituting as
restoration.
Maxwell Wastewater Pnmp Station and Force Main Intproventents July 19, 2007
Wake County, North Carolina 2 F&R Project No.H66-.1047E

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Additionally, the project proposes to cross one important intermittent stream with a parallel
stream crossing IAW USACE Nationwide Permit No. 12 and DWQ WQC No. 3625. This stream
crossing (depicted as C on the figures attached to the PCN) will consist of a "cut and fill" type
crossing and will be perpendicular to the surface water of the stream. Once the sewer line is
installed, the stream channel and banks shall be returned to the pre-existing grade. The
maintained easement will be 10 feet wide.
In accordance with Cumulative Impacts and the 40l Water Quality Certification and Isolated
Wetland Programs Draft Internal Policy, The City of Raleigh is committed to requiring on-site
storm water management measures (such as level spreaders, bio-retention, or constructed
wetlands) for development when parcels adjacent to these sewer line improvement corridors are
developed.
F&R is submitting this Pre-Construction Notification (PCN) to the North Carolina Division of
Water Quality (DWQ) for written approval for allowable parallel Zone 2 buffer impacts and one
perpendicular stream crossing. Should your office have questions pertaining to any of the
information presented within the following PCN or its attachments please contact.
Respectfully Submitted,
FROEHLING & ROBERTSON, INC.
G ~A __
Thomas Colson, CFM, LISP, Ph.D.
Water Resources and GIS Coordinator
Christopher J. Burkhardt
Land Planning Group Manager
CJB/TPC:cjb
Attachments:
Buffer Impact Map
Pre-Construction Notification
cc:
City of Raleigh
c/o Carl Trautman
McKim & Creed, PA
200 MacKenan Court
Cary, North Carolina 27511
Maxwell Wastewater Pump Station and Force Main /mprovements Jrdy 19, 2007
Wake County, North Carolina 3 F&R Project No.H66-5047E

07-1126
Office Use Only: Form Version March OS
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 EAYMEN~
RECEIVED
1. Check all of the approval(s) requested for this project:
^ Section 404 Permit ® Riparian or Watershed Buffer Rules
^ Section ] 0 Permit ^ Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ^ Express 40l Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 12, DQC 3625
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 Vlll,
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), chec here: _
IL Applicant Information ~~ ~ ~ ~ ~,
~~ ~``¢
~1UL ~ v ?t~01
1. Owner/Applicant Information
Name: City of Raleigh, C/O McKim & Creed /Carl Tr_aR~lit~~TEFt 4tJkL~z`'
~~91En3~A'~iT,~rl~iTFR13i~kNCH
Mailing Address: 200 MacKenan Court
Cary, NC 2751 1
Telephone Number: [phone] Fax Number: (919 233-8031
E-mail Address:
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: Thomas P. Colson PhD
Company Affiliation: Froehlin~ & Robertson (F&R)
Mailing Address: 310 Hubert Street
Raleigh. NC 27603
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: eruhl(cr~,fandr.com
Page 1 of 10

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: Maxwell Wastewater Pump Station and Force Main Improvements
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): From PIN # 1701-44-6484 (Maxwell Pump
Station) northward within the roadways of Maxwell Dr, Greenbrier Rd, Forestdale Rd,
Winterlochen Rd, Jessup Dr, and Vesta Dr, then northward on PIN # 1701-66-3828 and west
onto PIN # 1701-66-5922 Greenbrier Pump Station).
4. Location
County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): The northern end of the
project is located along the south side of NC Hwy 70/50, approximately 400 ft. west of the
intersection of NC Hwy 70/50 and Timber Drive in Garner, NC. The project site is an
approximately 3,600 ft. longproposed sewer line and includes two pump stations.
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): 39.55138 °N 71.3356 °W
6. Property size (acres): 1.584 acres (Len tg h of protect x Width of easement)
7. Name of nearest receiving body of water: UT to Swift Creek
Stream Index No. 27-43-5-(1.5) WS-III; NSW
Page 2 of 10

8. River Basin: Neuse - 03020201
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http:Uh2o.em~.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 site consists of two existing sewer pump
stations, paved roadways and some undeveloped wooded land. The proposed site is located
within a residential area in the Town of Garner.
0. Describe the overall project in detail, including the type of equipment to be used:
The City of Raleigh is proposing to install an approximately 3,450 ft. long force sewer
main (8") From Greenbrier Pump Station (PS) to Maxwell PS beneath portions of Maxwell
Dr., Greenbrier Rd., Forestdale Rd., Winterlochen Rd., Jessup Dr., and Vesta Dr.; a small
portion of undeveloped wooded land just north of Vesta Dr. will also be impacted by the
proposed project. Additionally renovations to Maxwell pump station (located at the
southern extent of the project) and demolition of Greenbrier pump station (located at the
northern extent of the project) are proposed.
One stream crossing is proposed.to a UT of Swift Creek. The crossing will consist of a
"cut and fill" type crossing and will be perpendicular to the existing stream channel; the
channel is considered an important intermittent stream. Once the sewer line is installed, the
stream channel and banks shall be returned to the pre-existing_grade. Two additional streams
are being avoided by crossing within the previously impacted public ROW under existing
culverts, resulting in no impact to the existing streams or buffers in these areas.
All activities will be performed in accordance with Best Management Practices and the
NC Sediment and Erosion Control Planning and Design Manual. Typical trenching and
lifting equipment (i.e., backhoe, trackhoe, crane, etc.) will be used for the installation of the
utility line. Please see the attached site plans for additional information.
11. Explain the purpose of the proposed work: To remove Greenbrier PS from zone 1 of the
Neuse River Riparian Buffer and to better meet the needs of existing and future development
in the vicinity of the project site.
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. F&R is not aware of other jurisdictional determinations and/or permits
that have been requested and/or obtained for this project in the past.
Page 3 of 10

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.
F&R is not aware of future permit requests anticipated for this project
VL 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:
Based on consultation with representatives of the USACE and NC DWQ, one temporary
impact, consisting of open cut instillation of a sewer line within one buffered intermittent stream
is anticipated as a result of this project. Additionally, two streams will be avoided by crossing
under existing culverts within the public rights-of--way, no impacts are anticipated for these
crossings. Impacts to wetlands and/or open water are not beingproposed as part of this project.
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,
separately list impacts due to both structure and flooding.
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year
Floodplain Nearest
Stream Impact
(acres)
(indicate on map) herbaceous, bog, etc.) ( es/no) (linear feet)
Wetland impacts are not anticipated as part of this project

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: N/A
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.
Page 4 of 10

Stream Impact
Perennial or Average Impact Area of
Number Stream Name Type of Impact
Intermittent? Stream Width Length Impact
(indicate on ma Before Im act (linear feet) (acres)
C UT of Swift Creek Temporary Intermittent 5 ft. 20 0.002
(open cut)

Total Stream Impact (by length and acreage) 20 0.002
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
Name of Waterbody Type of Waterbody Area of
Site Number
(if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
(indicate on ma) ocean, etc.) (acres)
Open water impacts are not anticipated as part of this project

Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.002
Wetland Impact (acres): N/A
Open Water Impact (acres): N/A
Total Impact to Waters of the U.S. (acres) N/A
Total Stream Impact (linear feet): 20.00
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.
Isolated water impacts are not anticipated as part of this project
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.): Ponds will not be created as a part of this project.
Page 5 of 10

Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Current land use in the vicinity of the pond: N/A
Size of watershed draining to pond: N/A
VII. Impact Justification (Avoidance and Minimization)
Expected pond surface area: N/A
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.
Impacts have been avoided and minimized to the extent practical durin project planning and
design. In order to meet the purpose and need of this project, three streams will need to be
crossed. Two of the crossings will take place within the existing_previousl~pacted public
right-of--way under existing culverts, resulting in no impact to the existing streams or their
buffers The third crossing will be perpendicular to the stream and positioned in an area that
offers the least amount of impact while still meeting the purpose and need of the proposed
Impacts to zone 1 of the Neuse River Buffer were avoided (except at perpendicular crossings),
impacts to Zone 2 were avoided and minimized to the extent practical. However, impacts were
caused by the need to connect to the existing line at the Greenbriar PS and by avoiding lacing
the sewer line in the middle of the adjacent property makin tg hat property un-developable. The
edge of the easement was placed to remain completely out of zone 1. However there is no
practical alternative to the zone 2 impacts.
The project also proposes renovation of the Maxwell PS and the demolition of the Greenbriar PS.
The Greenbriar PS is currently located within Zone 1 of the Neuse River Buffer once the PS is
demolished this area of Zone 1 will be allowed to re-vegetate naturally constituting as restoration .
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
Page 6 of 10

aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strm~ide.html.
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.
Please see the cover letter.
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
(9I9) 715-0476 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): None
Amount of buffer mitigation requested (square feet): None
Amount of Riparian wetland mitigation requested (acres): None
Amount ofNon-riparian wetland mitigation requested (acres): None
Amount of Coastal wetland mitigation requested (acres): None
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 aNEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ^ No
Page 7 of 10

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), l5A 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) 15A NCAC 2B .0233 (Neuse)? 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
(s uare feet) Multiplier Required
Miti anon
1 1765 3 (2 for Catawba) Please
2 4460 1.5 see
Total 6225 cover letter
* 'Lone I extends out 30 feet perpendicular from the top of the near bank of channel: Zone 2 extends an
additional 20 teet 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. Mitigation not required, Zone 1 impacts
are result of aeraendicular crossing by aublic utility. The two seaarate aarallel Zone 2 Buffer
impacts are allowable in accordance with 15A NCAC 02B .0233 Neuse River Basin:
Nutrient Sensitive Waters Management Strategy: Protection and Maintenance of Existing
Riparian Buffers Table of Uses; "Impacts other than perpendicular crossings in Zone 2 only;
Allowable"
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
Page 8 of 10

the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
A net increase in impervious surface area is not proposed for the project.
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.
The proposed project is a sewer line, designed to increase available capacity for current and
future development within the area of the project site. Waste carried b~proposed sewer line
would be treated in a local wastewater treatment facility according to state and local regulations.
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/newetlands. If no, please provide a short narrative description:
The proposed sewer line is intended to provide a safe and reliable sewer system for existing
residential and institutional land uses as well as for future growth in the project service area. The
proposed sewer line improvements will also reduce overall system operation and maintenance
Indirect and cumulative impacts to wetlands and streams may result from future development
in the wastewater service area. These may include both construction impacts and post-
construction impacts from land clearing, drainage improvements, and stormwater runoff. The
majority of jurisdictional wetlands in the service area are along streams where development is
limited by local, state, and federal regulations aimed at protecting floodplains, riparian buffers,
and wetlands. It is presumed that future development will be in accordance with Wake County's
Land_Use Plan, NCDENR Sediment and Erosion Control Plans as well as the Neuse River Basin
Riparian Buffer Rules.
_In accordance with Cumulative Impacts and the 401 Water Quality Certification and Isolated
Wetland Programs Draft Internal Policy, The City of Raleigh is committed to requiring on-site
storm water management measures (such as level spreaders, bio-retention, or constructed
Page 9 of 10

wetlands) for development when parcels adjacent to these sewer line improvement corridors are
developed.
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).
% '
~~'" 'lam' ~ Jul 20 2007
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 10 of 10

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SITE LOCATION MAP North
Client: McKim and Creed
FROEHLING & ROBERTSON, INC. Pro ect: Maxwell Wastewater Pump Station
&D GEOTECHNICAL • ENVIRONMENTAL • MATERIALS Location: Wake County, North Carolina
r ENGINEERING • LABORATORIES F&R Project No: H66 -5047E
"Over one hundred years of service" 7.5 To o Quad: "Lake Wheeler NC" 1988
Date- June 007 Approximate Scale: 1:24,000 Fi ure #1

SITE LOCATIO N MAP North
Client: McKim and Creed
FROEHLING & ROBERTSON, INC. Pro~ect: Maxwell Wastewater Pum Station
F
& ~ GEOTECHNICAL • ENVIRONMENTAL • MATERIALS Location: Wake Count North Carolina
ENGINEERING • LABORATORIES F&R Pro~ect No: H66-5047E
~~ "Over one hundred years of service" Source: Wake Count Soil Surve
A roximate Scale: 1:24 000 Fi ure #2

07-1126

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SITE LOCATIO N MAP Nortn

a Client: McKim and Creed
FROEHLING & ROBERTSON, INC. Pro ect Greenbrier Pum Station
&
F ~ GEOTECHNICAL • ENVIRONMENTAL • MATERIALS Location: Wake Count ,North Carolina
ENGINEERING • LABORATORIES F&R Pro ect No: H66-5047E
~~~~ "Over one hundred years of service" Source: Wake Count Soil Surve
A roximate Scale: 1:24,000 Fi ure #2
0 7- 1 1 2 6

i 1 N C t
FROEHLING & ROBERTSON, INC
/~ GEOTECHNICAL ~ ENVIRONMENTAL • MATERIALS
`~ J(C~ ENGINEERS ~ LABORATORIES
"OVER ONE HUNDRED YEARS OF SERVICE"
,,,, 310 Hubert Street
1 e ~, 1 Raleigh, North Carolina 27603
Telephones [phone] Fax. [phone]
Novtmbtr 9. 2006
l>S Army Corps ctf lhgineers
N~ilmington District -Raleigh Regulatory Meld Uffice
!>~08 F;ills ~~t~the Meuse Road, Suite !2U
Raleigh. North Carolina ?7G1
-\tut: '~fr. James F. Shtrn
a ~.. w.~
~_ ~, .~.
o-~ ~~

07- 1 1 26
Subject: US Army Corps of Engineers
Agent Authorization Letter
Proposed Sewer Line -- GreenbrierrMax«ell Pump Stations
FAR Project Number f~i6(i-5047E
Raleigh. Wake (:bunty. North Carolina
i-he undersigned hereby authorizes f~roehling & Robertson, fnc. (1~8cR) to proceed on behalf of the
current property owner(s) as the agent for wetland consulting and permitting issues pertaining to
the above referenced project site. i"his agent authorisation letter supersedes any previous agent
authorizations. From this day forward; please contact F&R fits wetland related issues associated
with this project and prior to sift visits.
~incerel~.
FROEIILI\G K ItoBEai°t~SC)N. IN('
/ l`,.
Elias N. Rohl
Project Manager
~ ,~

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Stznawrr. ____
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__ __ _ .
'Signature

_f_ . _-. _.-
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~ Phone No.
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Of ~) ~' ~ 7 - y ~ ~ti 1
~ Phone No.:
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NBAOQUARTERS:~C~y0UM8ARTCNROAp+80x2%52s+RiCHrNpNJ vA2J?$'~ty2s
~Et.EPHONE (EOSI 28t-7701 + FAX tEOq 26s-tS02 ~ wwu FaraR com
BRANCH@b-. ASHEVLLr.E. NC • BALTIMORE. wD+CHARL4nE. NC • CHESAPEAKE VA
CRQZE7 VA+rAVE7TEVtlLE.NC+FREFSER!CKSBURG.VA
GREENV'l CE SC • HtCKGWv NC • RALEIGH NC + RpANpKE vA + STEHI~NC; 'JA

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~NSTALL TEE IN EX.
N AC WATER LINE
"x6" GROSS AND
"GATE VALVES {4

Zone 1
Allowable Impact 2
EXISTING 6"
WATER LINE
COORDINATE
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SUPPORT OF
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BUFFER IMPACT MAP
Client: McKim & Creed, PA
Project: Maxwell Sewerline
Location: Garner, Wake Co.
F&R Project No: H66-5047E
Adapted From: Client Provided Survey
Date: July 11, 2007
Not To Scale
~RIES 45' •~ ~AR~ , oFF -~o
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SINCE
FROEHLING & ROBERTSON, INC.
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K • MATERIALS ENGINEERING •
LABORATORIES
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