20071126 Ver 1_401 Application_20070607

SINCE
FROEHLING & ROBERTSON, INC.
Q_ GEOTECHNICAL .ENVIRONMENTAL .MATERIALS
~C ENGINEERS .LABORATORIES
"OVER ONE HUNDRED YEARS OF SERVICE"
O
~ $ B ~ 310 Hubert Street
Raleigh, North Carolina 27603
Telephone: [phone]
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
The following items:
^ Engineering Reports
^ Test Reports
MAIN OFFICE AND LABORATORIES
3015 DUMBARTON ROAD
RICHMOND, VIRGINIA 23228
PHONE: [phone]
FAX: [phone]
0 7- 1 1 2 6
~,~,>< zr L~~-
Date: ~, ...,..,~, .,~~~ _
F&R No.: H66-5047E
Reference: Maxwell Wastewater Pump Station and
Force Main Improvements
Q Attached ^ Under separate cover via
^ Prints
^ Samples
^ Copy of Letter Q Plans
^ Contract ~ Other: see Below
COPIES DATE NO. DESCRIPTION
7 June 2007 PreConstruction Notification form Complete with attached:
Agent Authorization Letter
Figures (USGS Topo and Soil Survey Maps)

7 z~
June'22,'2007
11 "x17" Copy of Site Plans

Remarks:
JUN 2 ~ 2007
Distribution:
DENR - WATER QUALITY
IM~TUl1QS 4~D ST(?!?hf!?!ATER BRANCH
Signed
Form No. 1027

SINCE
FROEHLING & ROBERTSON, INC
GEOTECHNICAL • ENVIRONMENTAL • MATERIALS
ENGINEERS • LABORATORIES
"OVER ONE HUNDRED YEARS OF SERVICE"
~ 310 Hubert Street
~ $ $ ~ Raleigh, North Carolina 27603
Telephone: [phone] Fax: [phone]
June 25, 2007
Jamie Shern
Raleigh Regulatory Field Office
US Army Corps of Engineers
6508 Falls of the Neuse Road, Suite 120
Raleigh, North Carolina 27615
0 7- 1 1 2 6
i ~~~ ~:!
~~ r
_J
JUN 2 ~ ?007
()tNR - wArER 4llAllry
%~.nkcs A<ao src~yyA~ BRANCH
Re: Pre-Construction Notification for impacts less then 1/10th of an acre
Maxwell Wastewater Pump Station and Force Main Improvements
Raleigh, Wake County, North Carolina
F&R Project No. H66-5047E
Mr. Shern:
Froehling & Robertson, Inc. (F&R) has been contracted by McKim and Creed PA to perform
wetland consulting services on behalf of the City of Raleigh for the above-referenced project
site. The City of Raleigh is proposing to install a new sewer line to improve municipal
wastewater services for existing residential and commercial properties, as well as enhance
existing system operations and reduce maintenance costs.
F&R is submitting this Pre-Construction Notification (PCN) to the USACE and DWQ as a
courtesy for information only. The proposed project includes allowable impacts to 1,765 square
feet (SF) of zone 1 riparian buffer and 4,460 SF of Zone 2 riparian buffer along one unnamed
tributary of Swift Creek for a near perpendicular crossing. The crossing includes 20 linear feet
(LF) of impacts to the same important intermittent stream. Impacts to two other important
intermittent streams and their buffers have been avoided. These impacts are listed within the
PCN and graphically depicted on the 7.5 Topographical Map of "Lake Wheeler, North Carolina"
dated 1988 and the Wake County Soil Survey following the PCN.
The project as proposed will install an approximately 3,450 foot long force sewer main beneath
portions of Maxwell Drive, Greenbriar Road, Forestdale Road, Winterlochen Road, Jessup
Drive, and Vesta Drive. The project also proposes renovation of the Maxwell Pump Station and
the demolition of the Greenbriar Pump Station.
Additionally, the project proposes to cross three important intermittent streams as mentioned
above. Two of the streams will be crossed within the public right-of--way under existing culverts,
resulting in no impact to the existing streams or buffers in these areas. The third stream crossing
(depicted as C on the figures attached) will consist of a "cut and fill" type crossing and will be
perpendicular to the existing stream channel. Once the sewer line is installed, the stream channel
and banks shall be returned to the pre-existing grade.
HEADpUARTERS: 3015 DUMBARTON ROAD • BOX 27524 • RICHMOND, VA 23261-7524
TELEPHONE [phone] • FAX [phone] • www.FandR.com
BRANCHES: ASHEVILLE, NC • BALTIMORE, MD • CHARLOTTE, NC • CHESAPEAKE, VA
CROZET, VA • FAYETTEVILLE, NC • FREDERICKSBURG, VA
GREENVILLE, SC • HICKORY, NC • RALEIGH, NC • ROANOKE, VA • STERLING, VA

1
SIMCE
1881
Proposed impacts for this project are less than 1/10th of an acre of wetlands and less then 500 LF
of streams; therefore, F&R is not requesting a Nationwide Permit or the corresponding
Certifications. This PCN is being submitted as a courtesy copy for information only. Should your
office have questions pertaining to any of the information presented within the following PCN or
its attachments please contact us.
Respectfully Submitted,
FROEHLING & ROBERTSON, INC.

Digitally signed by Nick
Boudreaux
DN: cn=Nick Boudreaux, c=US,
o=FANDR, ou=Environmental
Date: 2007.06.25 11:54:25
-04'00'
~~u:~ r~~u~'~~~
Nicholas Boudreaux
Environmental Scientist
BDwc.rB:bdX
Attachments:
Pre-Construction Notification
cc:
North Carolina Division of Water Quality (DWQ)
1628 Mail Service Center
Raleigh, NC 27699-1628
City of Raleigh
c/o Carl Trautman
McKim & Creed, PA
200 MacKenan Court
Cary, North Carolina 27511
Christopher J. Burkhardt
Project Manager
Maxwell Wastewater Pump Station and Force Main Improvements June 25, 2007
Wake County, North Carolina 2 F&R Project No.H66-5047E

Office Use Only: Form Version March 05
D 7- 1 1 2 6
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
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:
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), c ck here: ^
II. Applicant Information
JUN 2 5 2007
1. Owner/Applicant Information
Name: City of Raleigh, C/O McKim & Creed / Ca~1~t~tm~R 4«~ts_tTy
Mailing Address: 200 MacKenan Court a'JD STO!Z<,fi~!!ATER ARANCH
Cary, NC 27511
Telephone Number: [phone] Fax Number:~9191233-8031
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: Elias Ruhl
Company Affiliation: Froehling & Robertson (F&R)
Mailing Address: 310 Hubert Street
Raleigh, NC 27603
Telephone Number: (,919) 828-3441 Fax Number: (9191 828-5751
E-mail Address: eruhl(a~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.LP. 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
proximately 3,600 ft. long~roposed sewer line and includes two pump stations.
Site coordinates (For linear projects, such as a road or utility line, attach
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 39.55138 °N 71.3356
6. Property size (acres): 1.584 acres (Len~,th of project 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
a sheet that
oW
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://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 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.
10. 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") 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 b~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.
Three stream crossings are proposed throughout the length of the project. Two of the
streams will be crossed within the public ROW under existing culverts, resultin ig n no
impact to the existing streams or buffers in these areas.
The third stream 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-existinP grade.
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 serve the needs of future development as
well as to better meet the needs of existin dg evelopment 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
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:
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 crossed under existing culverts within the public rights-of-wad
no impacts are anticipated for these two crossings.
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,
Page 4 of 10

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
Perennial or Average Impact Area of
Number Stream Name Type of Impact Stream Width Length Impact
indicate on ma Intermittent? Before Im act (linear feet) acres
A UT of Swift Creek Avoidance Intermittent 5 ft. 0 0
B UT of Swift Creek Avoidance Intermittent 5 ft. 0 0
C UT of Swift Creek Temporary Intermittent 5 ft. 20 0.002
(open cut)

Total Stream Impact (by length and acreage) 20 0.002
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
Name of Waterbody Type of Waterbody Area of
Site Number
(if applicable) T e of Im act
yp p lake and estua
( ~ p ry, 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 Im act (acres): 0.002
Wetland Impact (acres): N/A
Open Water Impact (acres): N/A
Total Im act to Waters of the U.S. (acres) N/A
Total Stream Impact (linear feet): 20.00
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.
Isolated water impacts are not anticipated as part of this project
Page 5 of 10

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.
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 Expected pond surface area: N/A
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.
Impacts have been avoided and minimized to the extent practical during 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 under existing culverts, avoiding impacts to the
streams in that area. Additionally, each crossing will be perpendicular to the streams and
positioned in an area that offers the least amount of impact while still meeting the purpose and
need of the proposed project.
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.
Page 6 of 10

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.
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.
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): None
Amount of buffer mitigation requested (square feet): None
Amount of Riparian wetland mitigation requested (acres): None
Amount of Non-riparian wetland mitigation requested (acres): None
Amount of Coastal wetland mitigation requested (acres): None
IX. Environmental Documentation (required by DWQ)
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
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 ^
Page 7 of 10

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
(Meuse), 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) 15A NCAC 2B .0233 (Meuse)? 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 ation
1 1765 3 (2 for Catawba) 0
2 4460 1.5 0
Total 6225 0
* Zone 1 extends out 30 feet perpendiculaz from the top of the near bank of channel; Zone 2 extends an
additiona120 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within I SA NCAC 2B .0242 or .0244, or .0260. Mitigation not required, Zone 1 impacts
are result of oeroendicular crossing by public utility. Zone 2 impacts are result of public
utility easement clearing.
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.
A net increase in impervious surface area is not proposed for the project.
Page 8 of 10

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/ncwetlands. 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
costs.
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 Count's
Land Use Plan, NCDENR Sediment and Erosion Control Plans as well as the Neuse River Basin
Riparian Buffer Rules.
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).
Page 9 of 10

Digitally signed by Nick Boudreaux
f ~ ~"~ ~~ ~~~ r; __y~ DN: cn=Nick Boudreaux, c=US,
~l„Cr'~tD b~ o=FANDR, ou=Environmental
Date: 2007.06.25 11:55:31 -04'00 June 25, 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

_i1NC;t
FROEHLING & ROBERTSON, INC
/~ GEOTECHNICAL ~ ENVIRONMENTAL • MATERIALS
v[~C ENGINEERS ~ LABORATORIES
"OVER ONE HUNDRED YEARS OF SERVICE"
~a, 310 Hubert Street
1 » ~ 1 ~ Raleigh, North Carolina 27603
Telephone: [phone] Fax. [phone]
November y, 2006

•~,; i ;,3
~.•.,
~ ,~ ~_,
lJS Army Corps of Engineers
Vdilmington District -Raleigh Regulatory I~icld ()1'fice
b5Uf3 f~'alls of the Neuse Road, Suite 120
Raleigh. North Carolina 27615
Attn: 49r. Jame, f~. Sheen
Subject: US Army Corps of Engineers
Agent .Authorization Letter
Proposed Sewer Line - GreenbrieriMaxwcll Pump Stations
H&R Project Number Nti6-5047E
Raleigh, ~1~'ake County, North Carolina
JUN 2 5 2007
OEivFt - wAT>•<~ GtuALITv
Y~£TIA~?D3 Ni~D STORMr~''!AT~R 9RANCH
The undersigned hereby authorizes Froehling & Robertson, lnc. (I~'KR) to proceed on behalf of the
current property owner(s) as the agent tier wetland consulting and permitting issues pertaining to
the above referenced project site. "this agent authorization letter supersedes any previous agent
authorizations. }~mm this day forward; please contact F&R for wetland related issues associated
with this project and prior to site visits.
Sincerely,
l~~not,tit.i~c x ~c~t3EH~rsrtrv. INC'.
,~ r, ~>
~_-~=_
Elias N. Rohl
Project Manager
~ _..
1'rintcd I
,{
Name: ~ /)Ra,..~ ~. ~~t-<-~
~, --" Lie ~~iCc~ ~i,rr J~/I`it i~.
Address: ~~~ ~,=,~ 5~s
~;~GP/~~tf, ,ivy. .?',L~r~
Signature:
Printed
Name:
Address:
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SITE LOCATION MAP North
„~t 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
10a, "Over one hundred years of service" 7.5 To o Quad: "Lake Wheeler NC" 1988
-~ A roximate Scale: 1:24 000 Fi ure #1

SITE LOCATIO N MAP North +-
y,„~t 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
asp "' "Over one hundred years of service" Source: Wake Count Soil Surve
A roximate Scale: 1:24 000 Fi ure #2

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