20080638 Ver 1_401 Application_20080408

Soil & Environmental Consultants, PA
11010 Raven Ridge Road Raleigh, North Cazolina 27614 Phone: [phone] Fax: [phone]
www.SandEC.com Q 8 0 6 3 8
,~~ ~ I D
April 7, 2008
S&EC Project # 7238.w2
To: US Army Corps of Engineers NC Division of Water Quality
Raleigh Regulatory Field Office 401 Oversight and Express Permits Unit
Attn: Jamie Shern Attn: Ian McMillan
3331Heritage Trade Drive, Suite 105 2321 Crabtree Boulevard, Suite 250
Wake Forest, N.C. 27587 Raleigh, NC 27604-2260
From: Sean Clark U (~ ~ ~ ~~ D
Soil & Environmental Consultants, P.A. I~
11010 Raven Ridge Road APR 7 2008
Raleigh, NC 27614
Re: Hammond Road Industrial Park WETUwDS ~~ s tEirA R w~rtcf+
On behalf of the owners, Marjan Ltd. (Attn: Victor Bell, III), please find attached a complete
application and supplemental information requesting the issuance of Nationwide Permit 39 from
the U.S. Army Corps of Engineers (USAGE) and a GC 3705 and buffer compliance letter from
the NC Division of Water Quality. Please contact me at [phone] if you have any
questions or require additional information.
PROJECT SUMMARY
Project Name Hammond Road Industrial Park
Project T e _ Office/Industrial Develo ment
Owner / A licant _____ _ Mar'an Ltd.
Count _ _
~ Wake
Nearest Town _
_ _ Ralei h
Waterbod Name Wildcat Branch
_
Class C; NSW
IMl'~~~'T SUMMARY
Stream Impact (acres): 0.0203
Wetland Im act (acres): 0.099
O en Water Im act (acres): p
Total Im act to Waters of the U.S. (acres) 0.1193
Total Stream Im act (linear feet): 295
Previously Impacted Isolated Wetland (acres): 0.0846
Attachments:
1) PCN Form 5) Site Pictures
2) Agent Authorization Fo~~rr? 6) Impact Maps/Site Plans (3 sheets)
3) USGS Site Vicinity Mali 7) Draft of Mitigation Plan
4) Wake County Soil Survey °~itc 'v trinity Map
Charlotte Office: Greensboro Office:
248 LePhillip Court 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]

Office Use Only: Form Version March OS
~08 0 63g
USACE Action ID No. DWQ No.
~•• u..y Ya..,~u.a. ,«~« ~, nun app„caoie to ants project, please enter "Not Applicable" or "N/A".)
I. Processing
P~~
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
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
1. Owner/Applicant Information
APR 7 2008
Name: Mar'an Ltd.
Mailing Address: Attn: Victor Bell III ~ sTOw~wa~R
P.O. Box 17274
Raleigh NC 27619-7274
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: Sean Clark
Company Affiliation: Soil & Environmental Consultants PA
Mailing Address:___ 11010 Raven Ride Road
Raleigh NC 27614
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]
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: Hammond Road Industrial Park
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 170211669819
4. Location
County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number): NA
Directions to site (include road numbers/names, landmarks, etc.):_ The subject propert is
located on the west side of Hammond Road (SR 2026) at a point +/ 1000 feet south of the
intersection of Hammond Road and Interstate 40 in Raleigh NC
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): 35.1225 °N 78.1057 °W
6. Property size (acres): +/- 36 acres
7. Name of nearest receiving body of water: Bobcat Branch
8. River Basin: Neuse
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at httb://h2o.enr.state.ne.us/admit~/ma~.)
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 property currently has numerous utility easements
transectin~ it and is primarily in herbaceous cover Onl~pproximately 1/5 of the northern
portion of the property is forested The property is adjacent to residential (to the west) and
industrial (to the north) development
Page 2 of 10

10. Describe the overall project in detail, including the type of equipment to be used: The
overall project is a proposed industrial park with several lots The majorit of impacts that
will result from the proposed project are due to City of Ralei h required widening of
Hammond Road and its associated sidewalk guardrails and side slopes
11. Explain the purpose of the proposed work: The pro op sed project will provide the area with
additional industrial facilities. The road widenin will provide an additional turn lane for
Hammond Road and is being_required by the City of Raleigh
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 USAGE 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. Jurisdictional features on the property were on ig pally delineated in
2002. Ms. Andrea Wade of the USAGE approved the delineation in 2004 (Action ID•
200320192) and a survey of the jurisdictional areas was signed on 01/19/2005 The NC DWQ
reviewed the site on November 21, 2002 in order to determine stream features subject to the
riparian buffers. The results of the DWO site meeting are summarized in the DWQ letter dated
12/06/02 (NBRRO 02-247) The DWO buffered the entire drainage shown as Feature F on the
attached Buffer correspondence however the USAGE has determined this to be a wetland that
later concentrates into a stream At some point prior to the construction of Hammond Road
Feature F likely flowed under what is now Hammond Road and a natural stream was never
reestablished. Note the right ankle that occurs in the drainage as it flows towards the side slopes
of Hammond Road. Due to the numerous utilities that exist on the site there are three existin
culverted stream crossings that will be utilized for access to the site
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.
At this time, no additiona1404 or 401 permits are expected to be required in the future
VI. Proposed Impacts to Waters of .the ~LTnited 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)
Page 3 of 10

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: Proposed stream and buffer
impacts depicted on Inset 1 will result from the installation of an access road required to gin
access to the portion of property between the existing Hammond Road and Wildcat Branch
(see maps). There is currently a dirt utility access road that runs parallel to Hammond Road
in this area however the point at which it intersects the entrance to the~roperty is too close
(NCDOT and City of Raleigh) to the entrance road's intersection with Hammond Road The
need to maintain an acceptable distance from the Hammond Road intersection dictates the
placement of the access road The existing culverts under this access road are also currently
elevated (see attached pictures) and will be buried at the proposed outlet point to meet
current DWO standards.
Proposed stream and wetland im acts depicted on Inset 2 will result from the widenin~of
Hammond Road, which is bein re wired by the City of Raleigh The stream and wetlands
being impacted by road fill have historically been ditched straightened filled realigned and
altered most likely as a result of previous roadwork The eastern side of the draina e is the
fill slope of the existing Hammond Road which does not allow for a floodplain The
maiortty of the riparian buffer on the eastern side of the drainage is currently within the side
slope of Hammond Road The roposed plan proposes moving and reforming the stream and
wetlands to a more natural pattern and also allows for adjacent floodplain and wetland on the
eastern side. This plan also proposes a continuous stream channel within the drainage which
more likely than not existed prior to past preClean Water Act impacts
Inset 1 also depicts impacts to two .isolated wetland areas which were previously filled
(total area equals 0.0846 acres) durin utility maintenance (+/- 1 5 years ago) however these
areas most likely existed due to the utility construction maintenance No other impacts are
proposed. Existing culverted crossings of the streams on site will be utilized for site access
purposes. The impacted stream and wetlands will be relocated The stream will be
redesigned to regain sinuosity to its flow pattern
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 t0 hnth Stn~ctnre and flnnrlina
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
(es/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)

Inset 2 Road Fill /relocation Herbaceous no 0 0.099
Total Wetland Impact (acres) 0.099
3. List the total acreage (estimated) of all existing wetlands on the property: 0.099
Page 4 of 10

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- Tcl calculate at~reavP m„lt;,,l~, lannrh X .,,;.lrh rho„ ,1;.,:,ao t,., n~ can
Stream Impact Average Impact Area of
Number Stream Name T e of Irn act
Yp p Perennial or Stream Width
Length
Impact
(indicate on map) Intermittent? Before Impact (linear feet) (acres
Inset 1 UT to Wildcat Culvert extension perennial 2-3' 18 0.0012
Inset 2 UT to Wildcat Road fill /
relocation perennial 2-3' 277 0.0191
Total Stream Impact (by length and acreage) 295 0.0203
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. excavati~n_ rlredainu flnnrl;na rlrainarta h„1Lho~.1~ o+..
Open Water Impact
Site Number Name of Waterbody Type of Waterbody Area of

(indicate on ma)
(if applicable) Type of Impact (lake, ond, estuar sound, ba
p Y> Y~ Im act
P
ocean, etc.) (acres)
NA NA NA NA 0
Total Open Water Impact (acres) 0
6. List the cumulative impact to all WarPre of the r r e rnc„lr;nrr f .,,,, .he ..,.,.:,.~~.
Stream Impact (acres): 0.0203
Wetland Im act (acres): 0.099
Open Water Im act (acres): p
Total Impact to Waters of the U.S. (acres) 0.1193
Total Stream Impact (linear feet): 295
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.
Two small areas onsite were considered isolated by the USACE and were within or
Immediately adiacent to existin utility easements These two areas totaled 0 0846 acre in
size and were filled approximatelyyears a o durin utility maintenance because the area
was less than the notification threshold DWO preapproval was not requested The areas
were proposed for filling for the purposes of the development of the site in order to make the
proposed lot usable.
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.): NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): NA
Current land use in the vicinity of the pond: NA
Size of watershed draining to pond: NA Expected pond surface area: NA
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. With the exception of
proposed fill within 0.0847 acre of isolated wetland no impacts are required for lot fill The 18
linear feet of stream impact -shown on Inset 1 is required in order to fain access to the lot
between Wildcat Branch and Hammond Road (see map) An existin utility access road is
present parallel to Hammond Road however it's intersection with the property entrance road is
too close to the Hammond Road intersection. The access road's intersection has to be ushed
further from Hammond Road and results in an additional 18 linear feet of stream im act. The
outlets for the existing culverts under the access road are elevated With the proposed extension
of the culverts the outlets will be buried to DWQ standards to allow for aquatic life passage
Steep slopes and retaining walls will be em~loyed to further minimize the impacts that result
from the access road installation.
The requested stream and wetland impacts depicted on Inset 2 are required in order to
accommodate the Hammond Road widening that is required by the City of Raleigh The
dramaee has previously been ditched and straightened and flows at the bottom of the existin
road embankment. Because the current location of the stream is so close to the existin road
a~ expansion of the road in the site's direction (west) would impact the stream Expanding the
width of Hammond Road to the east would be much more costly (reali ning the current road and
would result in the impact of a higher quality stream (Wildcat Branch) which flows immediately
parallel to the existing eastern road embankment All efforts were made to minimize the
proposed footprint of the road widening_by using the steepest slopes allowed
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
Page 6 of 10

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.
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.
The proposed onsite mitigation overview is attached Proposed wetland mitigation onsite
is proposing to at least replace what will be lost (0 099 acre) with a 1.1 ratio but space is
provided fora 2:1 ratio The currently degraded and straightened stream wetland area will be
relocated and_ designed so as to restore the stream with a more natural sinuous flow atp tern
than what currently exists. Additionally this stream restoration will result in a continuous
stream within the area, which likely existed prior to the construction of Hammond Road
Thus, the proposed design of the relocated stream will add additional footage to the stream
then what currently exists. The Rroposed restored stream length will be approximately +/
430 linear feet, which will exceed the DWO's 1.1 mitigation ratio The proposed wetland
impacts (both jurisdictional and isolated) are less than 1 acre and therefore wetland
mitigation is not required by the NC-DWO
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
Page 7 of 10

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): 0 (proposed onsite)
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0 (proposed onsite)
Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
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 multipliers.
Page 8 of ] 0

Inset 1 Impacts
Zone* Impact
(s uare feet) Multiplier Required
Miti ation
1 3437 3 (2 for Catawba) 0
2 3956 1.5 0
Total 7393 0
Inset 2 Tem orar Buffer Im acts
Zone* Impact
(s uare feet) Multiplier Required
Miti ation
1 24,385 3 (2 for Catawba) 0
2 9,160 1.5 0
Total 33.,545 0
* Zone 1 extends out 30 feet perpendicular 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 15A NCAC 2B .0242 or .0244, or ,0260.
Buffer impacts associated with Inset 1 are well beneath the mitigation threshold The buffer
impacts associated with Inset 2 are tem orary in nature due to the restoration effort and
therefore S&EC does not believe that additional mitigation should be required Of the 33 545
square feet of proposed temporary impact only an area of 8 400 square feet will be outside of
the proposed relocated stream's buffers The proposed buffer areas will provide 15 718
square feet more than what currently exists which will result in a net fain of riparian buffer
are of 7,318 square feet. If additional buffer mitigation is re uired payment to EEP is
proposed.
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 site is a proposed industrial park which will
likely have a high impervious surface cover Specific details as to the exact impervious area on
each lot is not vet known but is expected to be greater than 24% We ask that a conditiona1401
and buffer compliance letter be issued that states that other than the road construction and stream
relocation, activities onsite can not proceed without a DWO approved Stormwater plan for each
proposed area.
Page 9 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.
Many utility easements exist on the site includin a couple of City of Raleigh Sanitary Sewer
easements, which will be tied into to serve the project
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://1~2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: The
proposed activity is in keeping with the surrounding area Properties to the west and to the north
are already developed in residential and industrial res ectively The proposed project is not
expected to produce any additional development in the area
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 10 of ] 0

11/08/02 FRI 16:04 FAX [phone] MARJAN,LTD.

~ 002
Soil & Environ~rnental Consultants, PA
11010 Raven Ridge Road Raleigh, North Carolina 27614 Phone: [phone] Fax:.[phone]
www.SandEC.com
AGENT AUTHORIZATION FORM
All Blanks To Ber Filled In By The Current Landowner
Name: M ~ a RN , L-~. of O (I ~ C'i~{~ ~, ~j~,~ ~ P ~ i D t~NT
~-
Address: P.0 , 4oX I'~ Z`~'-~ RAt-i= N,C . 2.?Co lq - ~2~
Phone: q 1~ 8 L{ - 5O l ~
Project Name/Description: 1"~R~~3N !'SZO EtZ (~-} MmaND Kcf~D
Date: NOUEma+~2 ~ , 2002
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District '
P.O: Box 1890
Wilmington, NC 28402
Attn: ~ rldvec~ Wade
Field Office: ~h(r ; s1-,
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
I, the current ro owner, hereby designate and authorize Soil & Environmental Consultants, PA to
actin my behalf as my agent in the processing of permit applications, to furnish upon request
supplemental information in support of applications, etc. from this day forward. The 8~ .day of
t\~~~q~L. 2002
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE: This authorization, far liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by S&EC staff. You should call S&EC
to arrange a site meeting prior to visiting the site.
1`~R(2art1N ~ Lip , MA CZ~i9N1 L'I~D
cr~s-o~
Print Property Owner's Name _ Property Owner's Signature
cc: Mr. John Dorney cc: Mr. Brad Suther
NCDENR - DWQ Soil & Environmental Consultants, PA
2321 Crabtree Boulevard
Raleigh, NC 27604 blank agent auth form.doc
charlotte O(f ce: Greensboro Office: Hickory Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive 710 Boston Road
Concord, NC 28025 Greensboro, NC 27455 TaylorsvilIe, NC 28681
Phone: [phone] Phone: [phone] Phone [phone]
G~,.• nndi 7~11_Qd(1F. ~,,.,. iza~~ can v~~c Fav• (R~8) 635-5820

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;238 wz °~ Figure 1 - USGS Map
------ ~ Soil & Environmental Consultants, PA
Project Mgr.: HAMMOND ROAD SITE 11010 Raven Ridge Rd.~ Raleigh, NC 27614
sc Wake County, NC [phone] - [phone]
Web Page: www.SandEC.com
Scale:
1" = 2,000'
06/30/05 RaleighE/RaleighW/Garner/
Lake Wheeler Quadrangle

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Site Photos
Picture 1: Water flowing out of existing utility culverts in location of Inset 1.
Picture 2: Existing wetland area within Inset 2.

Picture 3: Wetland area within Inset 2. Existing fill slope of Hammond Road is to the
right of this photo and the stream begins just inside the tree line seen in the upper right
hand corner.

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Project No. Scale: NOTES:
7238.W2 1' = 250'
OAD INDUSTRIAL PARK ~
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,
B HAMMOND R NC 27614
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,
Date: 04/04/08

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ISOLATED
WETLAND
PREVIOU Y,,'
FILLED
(3685 S
0.0846 G~
=E IMP CTS
E 1: 437 SF
( 07 AC)
E 2: 56 F
0.0 AC)
~CT:16
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PACT:
7 LF

(\ F,,
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,' _' , STREAM BUFFER

~:
~~~ ~,F' ~yr ~ ~ ALONG RESTORED
~
.t~ "~~r ~; STREAM

JJr:'
~~ ~ ~ ~ ~~
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f 49263 SF 1.13 AC
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,
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,, 1 IN HERBACEOU COVER & W THIN
ZONE
~.~ ;; ~ UTILITY EASEMENT: 81 SF (0.02 AC)
~j" ~ /
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ZONE 2: 18140 SF

,~ (0.42 AC)
;' Tj PROPOSED CONST CTED WET ANDS:
j
~. ,, 10998 SF (0.25 AC)
~~ ~'! EXISTING
;~ STREAM BUFF R
W ETLA
~ IMPACTS
T IMPACT
~l 33545 SF (0.7 AC) GRA HIC SCALE
'
'
, 4312 = 100
1
(~.~~~ A ~~ ZONE 1:24385 SF o ~o0 200
(0.56 AC)
ONE 2: 9160 SF
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14
88 0 `
2 15
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76 16 ° I
17
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- PROPOSED
STREAM BUFFE
IMPACTS
33545 SF (0.77 C)
ZONE 1:24385 SF
(0.56 AC)
~`~~ ZONE 2: 9160 SF
(0.21 AC) I
~~ ~ ~ ! ;~~% AREA CURRENTLY
`r WITHIN RIPARIAN
l
~~ BUFFER PROPOSED
~r '~ ~~_ri TO BE OUTSIDE OF
/~ RESTORED BUFFER
~ - '' 8400 SF (0.19 AC)
': TII
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r !~
~~ -- ~, IMPACT
1;
~ I - ,;I~l GRA HIC SCALE
_ - 4312 ~ ' _ ~ oo'
_ -`" ~ (0.099 A ~ 0 , 00
200
IN$ET

08 06
SOURCE: USGS TOPOGRAPHIC QUADRANGLE / 7.5 MIN. SERIfS /'LAKE WHEELER'
ENVIRONMENTAL DESIGN FIRM:
SOIL ~ ENVIRONMENTAL
CONSULTANTS, PA
I I O I O RAVEN RIDGE ROAD
RALEIGH, NC 27614
(9 19) 846-5900
PREPARED FOR:
MR. VICTOR E. BELL, III
MARJAN LIMITED
P.O. BOX 17324
RALEIGH, NC 27619-7274
(9 19) 848-5010
CONSTRUCTION PLANS FOR
HAMMOND ROAD WIDENING
STREAM ~ WETLAND
RESTORATION
RALEIGH, NORTH CAROLINA
CONTENTS:
I . COVER, CONTENTS, ~ VICINITY MAP
2. OVERALL PROPERTY PLAN
3. EXISTING SITE PLAN
4. PROPOSED SITE PLAN
5. PROPOSED LONGITUDINAL PROFILE
6. PROPOSED TYPICAL CROSS-SECTIONS ~ CONSTRUCTION SEQUENCE
7. PROPOSED TYPICAL WETLAND CROSS-SECTION A-A
8. IN-STREAM STRUCTURES ~ EROSION CONTROL DETAILS I
9. EROSION CONTROL DETAILS II
I O. PLANTING PLAN
I I . PLANTING SCHEDULE ~ PLANTING DETAILS
91R NNI MTA
N nwom m:
Jones { Cnmxn Engincennq, PLLC
MCIW~]IIRVC~ID N:
oo~
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~~
VICINITY MAP
(NOT TO SCALE)

~~~ I
ew sRUnulee xRUC]ule eRr sTRUavs srRUCnR: !
7TATN]N ~ IIIVQT A71p1 IAOET TN[ STATION EPD INVELT NATION (ACCT T T1/E `
0.00 2A].!1 w.b RY71i Iq.20 24030 21].13 RA'M1R ZO
4.52 747.!1 w.x R1R12 I]7.K 2K.21 x4].06 RMIIx
~ ~ O
].Tl bK.K w.a7 RUN 1K.M ONS If I.U 245.u 24].03 RUN i13.L7 UM Z O - ~
1.K OK.Gt w.7i lIOOL 111.17 7A7.1! 2K.f5 POOL W ,^ S
Il.b LIC.10 w..70 RIIN 2K.f0 STLf IN.70 w.o+ xK.N RNFIi !) ~ Z
I l.61 bl3.r 2Y.iF FOOL 210.N 215.% 240.11 R1IF1i Q Z ~ ~
71.20 24c.C1 w.l] RW 2K.]] CRV! 214.]2 245.20 2K.71 RW 74s.b L111 ~
ag
sl.r 2K.K w.lc 'YOOL 22x.11 z1a.]z x46.]z IDOL ~
b.a 2K.G w.14 RUM 2K]1 71~ 271.42 745.K 2K.L7 RIIP17 ~
7].p 213.11 .I I FOOL I40.p 217.]4 346.b RMPT7 Q Z u ~
Y.b 7A].1D w.os RRTIl 141.22 245.36 2K.% RW 246.16 1.111 ~ a ~ N
51.12 21].10 24].fa RXIt2 2!2.04 i1a.50 2K.90 fOOI = 4 0 ~
K.10 7K.b 21].N RUN 24CY La/ 2!].I] 215.61 2K.K RM'RL p~ ; 1 ~
]5.5.1 ]. K. RIPIIi N ~
1.53 ].] .1 244. K.ai RUN LAY
01. ] .01 217.]0
1 .11 1.61 .7I x46.41 2K.
101.75 ] 7. ] .11 245.31 SK.I RXRC IC
11].1 ]. I RXI17 aQ7.76 2M.61 2K.11 .71
I .a 57 ]1 RRTIL al l.s7 Na.dJ 2K.03 ROOT
1 1 5 ] RUM xs. CRV 711A2 x3. N x3.N RXIIl
IK.N .b 11].A P000 327.N 243.01 215.6 RITZ
I R
2GO __ _ ..............________ __.-_- ---___-_. -r.._._-._--_-._.._T _.._..-..,_ -__.__.--..._....__. -....__..__..._-___._-.._-.._..-.___-.__.....t.__----_-___- ____. ._.___-__.- -_.__._.--....-.-._...__~ 3
I i I i ~ ~E
I i I i
250 - I ~ I _I I
~~
i
I ~
--- -- - ------- ~ IF
- - - I - - i I -- - ~ ------------ ------ ---------------~-- ------...........
240 - - -- --- - - ---------- -~--------
I ~ I ~ ~
' ~ ~
------
~~"~~ ~ ~`
230 I ~; ~ ~ `~'~..._.. ~~.1
O 50 100 150 200 250 300 350 400 450 500 550 600 650 ~:
PROFILE
~~ PROPOSED BANKFULL CRV =CROSS ROCK VANE
d ~~ PROPOSED TIIALWEG RJt1 =ROCK J-t100K ~
~ STRUCTURE LOCATION LJ11 =LOG J-1100K
- ~
PROPOSED LONGITUDINAL PROFILE
'~ y e
O APRIL, 2005 SoA t EmnonmeeRal Conwltante, PA. All n hb rexrved.
lTATION EW INVCRT ER
[LNA fACR ETRI1CfURL
MVEAT OTRUCTURE
TYIT
774.11 2M.b MS.N RUN 241.40 UN
747.76 242.!1 245.11 IDOL
7li.02 2M.q i45.]5 RMPtx
754.70 2M.11 245.0[ RIRtt
7]5.75 2M.OI 245.b RUN 2H.11 CRV
754.25 242.51 24!.71 IWL
751.52 2M.60 347AS RIRIE
401.K 2M.71 213.x RNTLC
40!.12 247.17 243. RUN w.57 UII
41cx z4z.r 24s.n IooL
471.41 2M.l1 246.27 MIILL'
4ap.IL 2M.lI 245.1[ RIRIL
477.72 213.61 243.14 RUN 247.74 UM
440.4 4 .00 .as POOL
7 .11 7.04 RIR1L
4 f.0 x1.31 .k RIPflE
N RUN 4s
474.17 1. M.
17 ,N w.» 241.00 RIRIL
.11 w.N M.]4 MR1L
YO.K 243.21 2M.]I RIRI .31 UN
417.1! 241.66 244.66 IDOL
STATION BED INVERT E1IVATION FAST 91TRLICTURE STRTR ~1RtE
501.53 243.7[ 2M.L1 RIRIP
514.r 243.fd 2M.53 RIRLE
51D.94 243.00 2M.50 RUN 243.10 LNt
527.22 241.44 2H.M POOL
532.47 243.55 2H.40 R1FHE
539.5E 243.49 2M.31 R1RlE
543.x 242.D1 244.31 RUN 242.91 GRV
552.99 241.24 244.24 POOL
557.x 243.% 2M.21 RIFFLE
5[/.95 243.20 2M.13 RIFFLE
574.31 242.5E 244.05 RIM 242.6D CRV
50.1.13 241.01 2M.01 POOL
SBO.M 243.13 243.9E RIPftE
595.7E 243.07 243.92
590.6E 242.40 243.90 RW 242.50 RJIIS
600.24 242.19 243.09 SPOOL
.10 212.3] 13.07 RUN 1 .47 STEP
606.4E 240.04 43.
614.61 242.2E x3.7D RW 242.3D QtVS
617.05 242.06 243.76 SPOOL
G 10.75 242.25 213.75 RW 242.35 STEP
621.63 240.73 243.73 POOL
624.21 242.06 243.71 RIFFLE

TYPICAL RIFFLE CRO55-SECTION
Apes e.o vApca
eIeVATION 3T --- -
NApC dY
LOCATION) ,- _ _.--..I
• DADIKrULL CMANN[L WIDTM 0.0 RLT
• pTlt Cp]6S5eCfKxl ARG 5.7 90UAp` Ref
• pRLe MAX D?TM 0.7 Ref
• pRIC MCAN Derflf 0.7 TOOT
CONSTRUCTION SEQUENCE:
I . Obtain NCDENR, USACE, 6 local authority approval for construction.
2. It has been assumed that the approved Erosion i Sediment Control Plan for the
overall property development will cover construction activities assoaated with stream
and wetland restoration. This assumption should be confirmed by the Contractor prior
to construction. Notify NCDENR (Land Quality Section) ten days prior to construction.
3. Locate existing utilities on site. Contact NC ONE CALL at I -800-632-4949.
4. Install temporary sediment E erosion control measures (by Others), access roads,
staging area, and temporary facilities.
5. Clear and grub in required areas for stream and wetland construction. Remove
and stockpile topsoil in areas to be excavated. Remove and stockpile wetland soils from
existing wetlands to be disturbed. The extent and depth of excavation to be determined by
Engineer at the time of construction. Keep wetland soil separate from topsoil. Stockpile in
areas as directed by Owner or Site Engineer. Surround Stockpile Areas with Two Rows of Silt
Fence.
6. Install silt fence and gravel check dam immediately downstream of the proposed
channel's terminus (near existing culvert), and any additional silt fencing at the Engineer's and/or
Contractor's discretion.
TYPICAL POOL CRO55-SECTION ~~ I
"Apes 10.5'-~ vAp[S , °
- ~---- - --- - - -- - - - ---- `i o
eLevATION ~ ~
LOCATION) ~
- ----- ---- -------------
-----__ _.__`_______ _______________- O
~a
a~
• DAPIKrULL CIIANNCL Vt7DTFl 10.5 R[T =
• f•OOL Cp~56-'.leCT10N ARG 13.7 50UAp`_ R[T
• ~OOI MAX D[RIi 1.8 ReT
• FOOL McAN DCRIi I .3 RCf
8. Perform stream channel construction at station 0+00 and excavation of the
bankfull bench (floodplain areas) adjacent to the proposed channel's location. Install rock ~~
and/or log in-stream structures as directed by the Engineer at the time of
construction. Line restored stream banks with CF-7 matting and live stake banks
t
t
d
E
~
as cons
ruc
ion procee
s.
ngmeer to be on site throughout stream and wetland
t
t
C
t
t
t
9 19
84 i
cons
ruc
ion.
on
ac
a
(
)
6-5900 prior to construction.
9. Redistribute stockpiled topsoil material over disturbed floodplain. Augment as necessary to
meet planting specifications. Apply erosion control seeding measures to disturbed areas as ~
final grading is reached.
~
I O. Remove silt fencing, gravel check dam, cofferdam, pump around equipment, and ~
any other temporary erosion control devices installed for the purposes of channel
construction.
I I . Excavate wetlands as shown on the plans. Construct wetlands to elevations and slopes shown
or as directed by Engineer at time of construction. Redistribute wetland soils in constructed
wetlands as detected. Grade micro-topography as directed by Engmeer at the time of -"' '•.
`
'
construction. ~~~~
~,
..,~;.
~~
~;
12. Perform stream, wetland, and buffer planting as speafied. Engineer to ,
:'Q,......-:~:
be notified prior to planting observation to approve planting bed conditions.
7. Install cofferdam immediately above the start point of the constructed channel and 13. Apply permanent seeding measures. Remove temporary sediment E erosion
install pump around operation to discharge into Speaal Stilling Basin (see detail) or an existing on- control measures.
site sediment basin if accessible. Install temporary splash pad along the edge of the Speaal
Stilling Basin if necessary (refer to pump around operation notes on Erosion Control Details 14. Coordinate for walk-thru inspection with Owner, Engineer, and Agency
sheet of plans). All installed temporary sediment and erosion control measures will be inspected Representatwes.
weekly or after a mayor rainfall event (> 0.5 inches) by the Contractor. Upon inspection, any
necessary repairs will be performed by the Contractor.
PROPOSED TYPICAL Cf~OSS-SECTIONS ~
CONSTRUCTION SEQUENCE

~
NOTES: A
AND
DIMENSION
SPECIFICS REGARDING DEPTH
I) THIS FIGURE IS TYPICAL ~ ~ ~
,
,
. z
EXTENT OF GRADING WILL VARY ALONG THE LENGTH OF THE RESTORED ~ o
STREAM CHANNEL.
~~ a a~
~
2) EXISTING SITE WETLAND SOILS TO BE REMOVED AND STOCKPILED (AS ° ~
o
_
DIRECTED) FOR REUSE IN BACKFILLING CONSTRUCTED WETLAND AREAS. }
p Z ~ F
og °
3) FOR DETAILS REGARDING CHANNEL CONSTRUCTION, SEE PLAN AND o~' ~ p o[
~
LONGITUDINAL PROFILE SHEETS. ~
za° ~ O °
a~ ° ~
i u~ ~
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NOTES:
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I) OPEN AR1;A5 WITHIN RIPARIAN ~'.
BUFFER PLANTING BOUNDARY
TO BE PLANTED WITH TREES, ~
SHRUBS, AND HERBACEOUS -'
SPECIES.
2) REFER TO DESIGN REPC9~~P~ND../~ /'
SHEET f1 FOR DETAILS ON PLANT
SPECIES AND QUANTITIES. ' (i
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HERBACEOUS
SPECIES ONLY
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SPECIES AS DIRECTED
LIVE
STAKES
TREE SPECIES
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SHRUB SPECIES
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AFTER INSTALLATION IF DAMAGED §
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9
®APRIL. 20D5 Soil t ttmronmcRaL Censaitants. FA. NL ~ ~t, ~~~d. PLANTING S C N E D U LE ~ P LA N T I N G DETAILS a
f1ERBACE0U5 PLANTS
SPECIES COMMON NAME TOTAL # SIZE REMARKS
Juncus effusus Soft rush 720 Dormant Pro a ules Easement a wetland Areas
Scir us rims Woolgrass 720 Dormant Pro a ules Easement 4 Wetland Areas
Carez sp. Sed es 720 Dormant Pro a ules Easement 4 Wetland Areas
Saururus cernuus Lvard's tail 720 Dormant Pro a ules Easement 4 Wetland Areas
TOTAL 2B80
TREES
SPECIES COMMON NAME TOTAL # SIZE REMARKS
Frazinus pennsylvanica Green ash 50 Bare Root Seedlings Riparian Buffer Areas
Plantanus ocadentalis American sycamore 50 Bare Root Seedlings Riparian Buffer Areas
Quercus pagoda Cherrybark oak 50 Bare Root Seedlings Riparian Buffer Areas
Betula nigra Rwer birch 50 Bare Root Seedlings Riparian Buffer Areas
Quercus pheilos Willow oak 50 Bare Root Seedlings Riparian Buffer Areas
Acer negundo Box elder 50 Bare Root See flings Riparian Buffer Areas
Quercus nigra Water oak 50 Bare Root Seedlings Riparian Buffer Areas
Liriodendron tulipifera Tulip tree 50 Bare Root See flings Riparian Buffer Areas
Ulnas amencana American elm 50 Bare Root Seedlings Riparian Buffer Areas
TOTAL 450
SHRUBS
SPECIES COMMON NAME TOTAL # SIZE REMARKS
samburas ~naeensis Elderberry 185 Bare Root or Potted
as Available Wetland Areas C Riparian
Buffer Areas
Corms amonum Silky dogwood 185 Bare Root or Potted
as Available Wetland Areas t 2panan
Buffer Areas
Cephalanthus

occidentalis
Buttonbush
185 Bare Root or Potted

as Available Wetland Areas € fLparian

Buffer Areas
Alnus serivlata Tag alder 185 Bare Root or Potted
as Available Wetland Areas < Rparian
Buffer Areas

Saluc nigra
Black willow
185 Bare Root or Potted
as Available Wetland Areas t Riparian
Buffer Areas
TOTAL 925
Live Stakes
SPECIES COMMON NAME TOTAL # SIZE REMARKS
Samburas ranadenss Elderberry 320 Live Stakes Along Streambank
Corms amonum Silky dogwood 320 Live Stakes Along Streambank
Salix nigra Black Willow 320 Live Stakes Alonq Streambank
TOTAL y60