20060659 Ver 1_More Info Received_20071218

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WITHERS ~`~ RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
MEMORANDUM
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TO: Cyndi Karoly - NC-DWQ
FROM: Todd Preuninger -Withers & Ravenel
DATE: 12/18/07
PROJECT: Trenton Road Subdivision -DWQ Project #: 06-0659
SUBJECT: 401 Request and Buffer Compliance
The Trenton Road project was originally submitted on April 17`h 2006. On April 26`h we received a
request for additional information. Most of the comments were related to the stormwater
component of this project. I drafted, and submitted, a response to DWQ stating that we were in the
process of preparing the stormwater plans and that they would be submitted at a later date under
separate cover. We received an additional letter form DWQ on August 22"d, stating that your office
h d not received a response to the 15` letter, and therefore the application was being withdrawn.
During a subsequent conversation with Mr. Ian McMillan, he indicated that the 2"d letter was ~ -'
mistakenly sent and that our application should not have been withdrawn from the 401 review. I
have revised the permit application to address the stormwater concerns brought to our attention by
your office. Please feel free to call if you have questions or require additional information.
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ii1 MacKenan Drive ~ Cary, North Carolina 275ii I te1:919.469.334o I fax:9i9.467.6008 I www.withersravenel.com
704o Wrightsville Ave I Suite ioi Wilmington, North Carolina z84o3 I tel: 9io.256.9277 I fax: 9io.256.z584
io27 Sabbath Home Rd., SW I Supply, NC z8g62 I tel: gio.842.939z I fax: 9io.842.8oi9

WITHERS L~~~: RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
iii MacKenan Drive I Cary, North Carolina 27511
te1:919.469.334o I fax: [phone]
www.withersravenel.com
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C~~or approval ^ Approved as submitted
I~For your use ^ Approved as noted
As requested ^ Returned for corrections
^ For review and comment ^

^ FOR BIDS DUE 20 ^ PRINTS RETURNED AFTER LOAN TO US
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If enclosuros ars not as noted, kindly notify us at once.
the following items:
^ Specifications

WITHERS L1~~ RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
December i8, 2007
US Army Corps of Engineers
Attn: Mr. Jamie Shern
6508 Falls of Neuse Road, Suite 120
Raleigh, North Carolina 27615
NC Division of Water Quality
Attn: Ms. Cyndi Karoly
2321 Crabtree Blvd.
Raleigh, North Carolina 27604
Re: Trenton Road Subdivision
Request for 404/401 Certification and Buffer Compliance
W & R Project #: o2o5oi8.oo
Dear Mr. Shern and Ms. Karoly:
On behalf of Five Star Development of North Carolina Inc, we are requesting
authorization from the USACE to use NWP # 29 for the construction of two driveway
crossings. We are also requesting 4oi Certification and Buffer Compliance from the
NC-DWQ for impacts to jurisdictional waters and wetlands.
The subject property is approximately 32.99 acres in size and is located roughly 1.3
miles north of the intersection of Trinity Road (SR 1656) and Trenton Road (SR 1655)
in Raleigh, Wake County, North Carolina. The site is contains un-named tributaries to
Richland Creek and is located in the Neuse River Basin. The Water Quality
classification for this feature is: "C; NSW", the Hydrologic Unit Code for the site is:
03o2o2oi, and the Stream Index Number is: 27-33-is.
Project History
Detailed wetland delineations were conducted and approved by the USACE on
February 25, 2006 (AID#: 200520875)• Ms. Cynthia Van Der Wiele, of the NC-DWQ,
confirmed our riparian buffer evaluations in August of 2005 (DWQ EXP: 05-1496). We
have included a copy of the Jurisdictional Determination and the DWQ Letter with the
attachments.
Proposed Impacts
The proposed impacts consist of: 40 linear feet of important/perennial steam
channel, 0.0004 of an acre of wetlands ,and o.io of an acre of the Neuse riparian
buffer (Zone 1: 2,683 S.F., Zone 2:1,620 S.F.) for the construction of two residential
driveways. In addition, 2448 S.F. (Zone is 1572 S.F., Zone 2: 876 S.F.) of riparian
buffer will be impacted for the installation of bypass structures associated with the
level spreaders. Impacts are summarized in the table below as well as in the PCN
form.
iil MacKenan Drive i Cary, NC z75ii i tel: [phone] i fax: [phone] i www.withersraveneLcom
7040 Wrightsville Avenue i Suite lol i Wilmington, NC z84o3 i tel: 9io.z56.9z77 i fax: 91o.z56.258q
Brunswick Surveying i loz7 Sabbath Home Rd, SW i Supply, NC z846z i tel: 91o.84z•939z i fax: 91o.84z.8o19

Driveway A: Driveway B:
Stream Impact 20 L.F. Stream Zo L.F.
Im act
Wetland NA Wetland 0.0004 AC
Im act Im act
NRB Zone 1 1,343 S .F. NRB Zone i 1,340 S.F.
Im act Im act
NRB Zone 2 808 S.F. NRB Zone 2 812 S.F.
Im act Im act
Avoidance and Minimization
Prior to site plan development, the applicant requested that a detailed wetland
delineation be conducted so that impacts to wetlands and `waters' could be
minimized. In order to access four parcels within the Trenton Road Subdivision,
impacts to wetlands & waters could not be avoided. Each driveway is designed to be
at a nearly perpendicular angle to the stream, and the crossings are located at a
point where the stream contains very few meander bends. Additionally, each
driveway will service two households, thereby reducing the total number of
driveways needed from four to two.
Stormwater Management Plan
The percent impervious for this project is expected to be approximately 17%. The
applicant will provide diffuse flow into the buffer though the use of level spreaders
and a dry detention pond as per NC-DWQ guidelines. A copy of the Stormwater
management plan and level spreader operation and maintenance agreement is
included with the attachments. During construction the applicant will utilize BMP
devices to prevent sediment from entering jurisdictional stream channels or
wetlands.
Mitigation
Because impacts to the stream channel are less than 150 if and impacts to wetlands
are less than o.1 acre, we do not believe that mitigation is required.
Please feel free to contact me if you have any questions or require additional
information.
Sincerely,
WITHERS & RAVENEL INC.
_~ ~
Todd Preuninger
Director of Wetlands and Biological Services

Attachments:
1) USGS Quadrangle Map
2) Wake County Soil Survey
3) PCN Form
4) Site Plans
5) Level Spreader OM Agreement
6) Stormwater Management Plans
7) USACE Notification of Jurisdictional Delineation
8) NC-DWQ Buffer Letter

Office Use Only: Form Version March OS
USACE Action ID No. DWQ No. ~ ~ - D b 5 q
(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 Waters es
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 39
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
Owner/Applicant Information
Name: Trenton Road LLC.
Mailing Address: Attn: Jeff Smerko
105 Quail Ridge Road
Wilmington, NC 28409
Telephone Number: 910-232-4375 Fax Number: 910-397-8751
E-mail Address: jrsmerko(a~nc.rr.com
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Todd Preuninger
Company Affiliation: Withers & Ravenel Inc.
Mailing Address: 114 MacKenan Drive
Cary, NC 27511
Telephone Number: 919-469-3340 Fax Number: 919-535-4545
E-mail Address: tpreuninger(a~withersravenel.com
Page 1 of 8

'SID
III. Project Information p ~ - O lv
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: Trenton Road Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only): NA
3. Property Identification Number (Tax PIN): 0775.02-75-5892. 0775.02-75-1253. 0775.02-75-
53.70, 0775.16-94-0819
4. Location
County: Wake Nearest Town: Raleich
Subdivision name (include phase/lot number): Trenton Road Subdivision
Directions to site (include road numbers/names, landmarks, etc.): The site is located roughly
miles north of the intersection of Trinity Road (SR 1656) and Trenton Road (SR 1655)
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): 35.8243230 °N 78.7404565 °W
6. Property size (acres): 32.99 Acres
7. Name of nearest receiving body of water: LTT Richland's Creek
8. River Basin: Neuse River Basin
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is currently wooded. Land use in the vicinity of the
project is primarily residential.
Describe the overall project in detail, including the type of equipment to be used: The
proposed project consists of the construction of driveway crossings needed to access four lots in the
Page 2 of 8

subdivision. Typical heavy equipment such as excavators will be used to install the subdivision
infrastructure.
10. Explain the purpose of the proposed work: To provide access to four lots within the subdivision.
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. Detailed wetland delineations were conducted and approved by the USACE on
February 25, 2006 (AID#: 2005208751. Ms. Cynthia Van Der Wiele of the NC-DWO confirmed our
riparian buffer evaluations in August of 2005 (DWQ EXP: OS-1496). We have included a cop oy f the
Jurisdictional Determination and the DWO Letter with the attachments
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.
None Anticipated.
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: The proposed impacts consist of: 40
linear feet of im on rtant/perennial steam channel, 0.0004 acres of wetlands and 0 10 acres of the
Neuse riparian buffer (Zone 1:2,683 S.F., Zone 2: 1,620 S.F.) for the construction of two residential
driveways. In addition, 2448 S.F. (Zone 1: 1572 S.F. Zone 2: 876 S F 1 of riparian buffer will be
impacted for the installation of bypass structures associated with the level spreaders
Page 3 of 8

2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both stn~ch~re anti flnndin¢
Wetland Impact
Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g.
forested
marsh 100-year Nearest Impact
(indicate on ,
,
,
herbaceous, bog, etc.) Floodplain Stream (acres)
ma) (es/no) (linear feet)
Driveway B Permanent Herbaceous No 3-5' 0.0004
Total Wetland Impact (acres) 0.0004
3. List the total acreage (estimated) of all existing wetlands on the property: < 5 acres
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acrea~e_ multiply lennth X width_ then divide by 4~ 5F(t
Stream Impact Perennial Average Impact

Number
Stream Name
Type of Impact
or
Stream
Length Area of
Impact
(indicate on Intermittent Width Before (linear
ma ?
Im act
feet
(acres)
Driveway A UT Richland's Permanent Perennial 3-5' 20 0.002
Driveway B UT Richland's Permanent Perennial 3-5' 20 0.002
Total Stream Impact (by length and acreage) 40 0.004
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_ dred~in~_ floodin~_ draina~e_ hulkheadc_ etr._
Open Water
Impact Name of Waterbody Type of Waterbody Area of
Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, Impact
(indicate on ma
bay, ocean, etc.)
(acres)
NA NA NA NA NA
Total Open Water Impact (acres) NA
6. List the cumulative impact to all Waters of the U_S_ resulting from the nrniect•
Stream Impact (acres): 0.004
Wetland Impact (acres): 0.0004
Open Water Impact (acres): NA
Total Impact to Waters of the U.S. (acres) 0.0044
Total Stream Impact (linear feet): 40
7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ®No
Page 4 of 8

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.
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 maybe 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. Prior to site plan development, the
applicant requested that a detailed wetland delineation be conducted so that impacts to wetlands and
`waters' could be minimized. In order to access four parcels within the Trenton Road Subdivision,
impacts to wetlands & waters could not be avoided. Each driveway is designed to be at a nearly
perpendicular angle to the stream, and the crossings are located at a point where the stream contains very
few meander bends. Additionally, each driveway will service two households, thereby reducing the total
number of driveways needed from four to two.
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
Page 5 of 8

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/stnngide.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. Because impacts to the stream channel are less than 150
if and impacts to wetlands are less than 0.1 acre, we do not believe that mitigation is required.
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): NA
Amount of buffer mitigation requested (square feet): NA
Amount of Riparian wetland mitigation requested (acres): NA
Amount ofNon-riparian wetland mitigation requested (acres): NA
Amount of Coastal wetland mitigation requested (acres): NA
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
Page 6 of 8

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
(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 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 multi liers.
* Impact Required
Zone ,~~„~_~ F ~4~ Multiplier ,~,~;+;,~~+;,,,,
1 I 4,241 13 (2 for Catawba) I NA
2 2517 1.5 NA
Total I 6,758 I I NA
* 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. NA
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 percent impervious for this project is expected to
be approximately 17%. The applicant will provide diffuse flow_into the buffer thouch the use of level
spreaders and a drydetention pond as per NC-DW(,Zguidelines A copy of the Stormwater mana eg_ment
plan and level spreader operation and maintenance agreement is included with the attachments. Durinc
construction the applicant will utilize BMP devices to prevent sediment_from entering jurisdictional
stream channels or wetlands.
Page 7 of 8

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.
Sanitary Sewer
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 anafter-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: Much of
the surrounding area has already been developed, therefore we do not believe that this project will lead to
additional development or impact downstream water quality. In order to protect downstream water
quality the applicant will emplo ty he appropriate BMP's /erosion control measures during construction.
Following construction, the applicant will maintain 50' riparian buffers & provide stormwater treatment
before it enters the adiacent creeks or wetlands.
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).
NA
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8

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OBRANDYWINE RD f.'A/,'• r
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B
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— KING LAWRENCE RD
�� USGS Quadrangle Map Drawn By: Scale: Figure No.:
WITHERS RAVENEL
ENGINEERS I PLANNERS I SURVEYORS Trenton Road Subdivision ENC 1=2000" 1
Trinity Road & Trenton Road
111 MacKenan Drive Cary, North Carolina 27511
RALEIGH, NORTH CAROLINA Approved By: Date: Job Number:
tel: [phone] fax: [phone]
� e5unlsa noeny d oPr—ghl 1 3 ss TP 7/25/2007 0205018.00
tl , l0 1e0 Tandy
y 1 ] miles
norlM1 of IM1e m@rseclion of Tnniiy Road (SR 165fi)
www.withersravenel.com and' Trenton Road ISR 16551,n Raleigh

WITHERS ~` RAVENEL
ENGINEERS PLANNERS I SURVEYORS
111 MacKenan Drive Cary, North Carolina 27511
te1:919-469-3340 fax: [phone]
www. withersravenel. com
Soil Survey Map
Trenton Road Subdivision
Trinity Road 8 Trenton Raod
RALEIGH, NORTH CAROLINA
Tl,e su6~ecl property is approximately J2 99
antl is localetl ro~gnly 1 J m,les
north cr Ineemlersecnon of Tnniiy Roatl (SR t666~
and Trenton koatl ASR t666~ m Raieign.
Wake County Norln Garol,na
Drawn By: Scale:
ENC 1" = 1320'
Approved By: Date:
TP 7/25/2007
K~ns~ns-mrnnsma~~is,waw~ns snnemxd
Figure No.:
2
Job Number:
02050018.00

Trenton Road Subdivision
impervious Surface Calculations
7/31 /2007
SAH
Landuse Acres % Impervious Acres of Impervious
Lots (Avg size = 37,000 sf) 25.5 15 3.825
Right-of-Way (On-site only) 2.97 60 1.782
Neuse River Buffer 5.38 0 0
33.85 5.607
Estimated % Impervious for Site: 16.56%

~R/N rr\
ROgo FARES \
~~
30' CP&L EASEMEt`
OB 2143\PC 523
PROP. 12"
8.0. VALVE
~ I
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iv1
/\~
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PROPOSED 5' R/w ~ / 1 \
DEDICATION FOR /
TRENTON ROAD
30' PROPOSED ~
TURAL PROTECTI
YARD ` /
/ / ~ 1/ ~'
r1,1 (\/
1i1111(Iri
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SITE DATA
WAKE COUNTY PIN a: 0775.02-75-5892
0775.02-75-1253
0775.02- 75- 5370
0775.16-94-0819
PARCEL SIZE: 32.99 AC
•N T ;
PIPES WILL 8E BURIED 1'
BELOW THE INVERT Of THE
EXISTING STREAM BED
I
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FRONTAGE PER COR AND NCOOT / A I ~ V } A~A~ 1 ~ r' \ ~
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STANDARDS / V~ l i ~ 1\` VAA, I ~~ 1 1 1 ~ ~1 A
SI RT ~1 ` , ~ ~A A. ~ ~., 1 ~ ~ , A /
ASE~ENTI I A yVA1~~1.11 j 1 v/~
WETLAND AREA
20NE 1 NR8 IMPACTS
ZONE 2 NR8 IMPACTS
TOTAL NRB IMPACTS: 6,109 $F (0.14 AC)
(ALL NRB IMPACTS OUE TO
DRIVEWAY ANO DRIVEWAY FIt.~)
TOTa< STREAM IMPACTS: 00 LF
(All STREAM IMPACTS DUE TO
DRIVEWAY ANp DRIVEWAY Flll)
GRAPHIC SCALE
150 0 75 150 300
I I I I
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1 inch = 150 ft.
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PROPOSE D BUFFER IMPACTS
IMPACT BUFFER STREAM
FIGURE LOCATION ZONE 1 ZONE 2
(SF) (AC) (SF) (AC) (LF)
2 DRIVEWAY A 1343 0.031 808 0.019 20
2 DRIVEWAY B 1326 0.030 833 0.019 20
3 SWALE -FES 30 787 0.018 404 0.009 -
3 SWALE -FES 40 785 0.018 472 0.011 -
TOTALS 4 4241 0.10 2517 0.06 40
. ~~DN
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r,gyyv n o~,~e~~~ ~Uk _..-
°°°"a' ~~ °°~ ~~~ ~~~ TRENTON ROAD SUBDIVISION WITHERS RA-VENEL ~"""
"~ 1177 ~ BUFFER IMPACTS ~ 11
uanmev ~~ma EN6INEEIIS I PLANN[IIS 1 SUIIVEYOItf
NDN MSOiE ~.. o,~.. c.r. "o,m cvw~~, nsn .a-nip-annaar axvv<e~aooe .,,,..gym",~„b~d~om

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~ ~ ~ BUFFER IMPACTS
--.__ ~ / ~
/~~ \i~gO 1 _/ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ \ ~ RI WAY A
----
--__
-- '~ ~ ,.~ ~~ ~ ~~ ~~ ~'~ ~~ ~ ~~ \ / / ~ ~ ~~~ ~ - ~~ ~ ~ \ ZONE 1 NRB IMPACTS: 1,343 SF
~ _~
-- -'' ~~/
/ __ -- "-- --- ~_ __ -'" '- ~ ' .!~ ~ ~ ~~ ~_ - / \ ~ ZONE 2 NRB IMPACTS: 808 SF
'~ ~, ~ i- ~ ~_ / ~ / ~- -~ J ~ STREAM IMPACTS: 20 LF
-, ~~`- i , ~" ~ '--~ ~ Q
-' ` ~ -_ 3P O / ~ / ' ,---- ~ 'J ____ -~, ` _____ ~ ~ RI WAY
-~
~ ~ / / ~ ~'' ~ / \ ZONE I NRB IMPACTS: 1,326 SF
_ / ~ _
~ ~ ` \ ~ - / ~ ~ / \ ~- ~ ` ~ ; --- ZONE 2 NRB IMPACTS: 833 SF
i \ ~ ~' ~ i- ~~ ~ ~i /_.i Jl~ --___ STREAM IMPACTS: 20 Lf
\ --- r ~ -----
\ \ ~ -~ LOCATION 20' WIDE \ ~ ,- ' ~-- ~ / ~ --_- -- _ ____ - _- _
% DRIVEWAY~hMPACT \ /
,- _ _
NE 2 NRB \ ~ ~ / ZONE 2 NRB ~ --
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\ ~ \ , ~ \ `~ ~ ~ ,- ~. \ ~ 6~ \ ~ , ~ ~ GRAPHIC SCALE
~ ~ 50~ ~ 25 50 100
~~ ~ ~ ~ \ --- - ~\ \ ~ ~ ) \ --, \ ~- ~ \ 1 inch = SO ft.
~ A_ A ~~ \ ~ ~ -- V A ~
No. Date B o~aw.~ s<,k
°'°'°°' w~ °ak ~~-~ TRENTON ROAD SUBDIVISION WITHERS `'~"""°
wm u n o~
BUFFER IMPACTS ~ RAVENEL 2
cnnxM ev n+~"°. fMEINElRS I PLANNERS I SURVEYORS
wM 70lOi0 w,><K~~.. °~~H vr. w„~n c,~oi,°. nsi ~~ rn ~oiu+r~r~~ron .,,,~

BUFFER IMPACTS
~- -- ~- ~i
~ _ ____ JZv--_
_ _____ APP E
-_ _ ,--- ~ LOCATION 20 WI
~~ ~ SCALE IMPACT
~,
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SWALE AT FES 30

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PROPERTY LINE Q~°Q~f~

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SWALE AT FES 40
SWALE AT fES 30
ZONE I NR8 IMPACTS: 787 $F
ZONE Z NRB IMPACTS: 404 $F
SWALE AT fES 40
ZONE I NR8 IMPACTS: 785 $F
ZONE 2 NR8 IMPACTS: 472 Sf
GRAPHIC SCALE
30 0 15 30 60
i• ~
i inch = 30 ft.
rvo. ua~e n oos~,:, --
N8N t`aie I . ~
0ieW0By .~ Od1e TRENTON ROAD SUBDIVISION wiTHERS ~[' RAVENEL ~""°
CM1OhwI By My rye,
BUFFER IMPACTS [N6INE ER3 I PLANNERS I SURVEYORS 3
rql P070iE ,., oa.~aw "~~~a c.~n~d n;n .. ,,,„„..nn~~~,,,~„d.~

LEVEL. Si~READER OPERATION AND MAINTENANCE AGREEMENT
The level spreader is defined as an elongated, level threshold, designed to diffuse stormwater runoff.
Maintenance activities shall be pertormed as follows:
1. After construction and until vegetation has been established, level spreader(s) shall be inspected after
every rainfall. Thereafter, level spreader(s) shall be inspected at least every month and more
frequently during the fall season and after heavy rainfall events:
a. Accumulated sediment, leaves, and trash shall be removed, and repairs made if required.
b. Inspect level spreader(s) for evidence of scour, undercutting, settlement of the structure, and
concentrated flows downhill from the level spreader(s).
c. A level elevation shall be maintained across the entire flow-spreading structure at all times.
Repair or replace the level spreader if it is damaged.
d. Mow vegetative cover to a height of six (6) inches and prune plants if they cover over half of the
level spreader surface.
e. Repair eroded areas and replace/replant dead or damaged vegetation.
2. The contractor should avoid the placement of any material on and prevent construction traffic across
the structure. If the measure is damaged by construction traffic, it shall be repaired immediately.
3. Inspect and repair the collection system (e.g., catch basins, pipes, swales, riprap) four (4) times a year
to maintain proper functioning.
I acknowledge and agree by my signature below that 1 am responsible for the performance of the maintenance
procedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to
the system or responsible party.
Print name:
Title:
Address:
Phone: [phone]
Signature: ~~ •~ ~=-'rte.- - '~''e'~~~
v ~
Date: e _ ~_ 0
~~//~
~~~~C,~-
President
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president.
I, ~`Z~ ;_ b~, : ~._ L .__L I (~ s _~~, a Notary Public for the State of ...~U~~,~.._fi ` ~'« ~ ~ l- ~~~-~
County of ~ ; ~:- ~~ ~ , do hereby certify that ~ E ~ -~ r ~ ~ ~. S ~ti~ t - (~ o
~ ~~
personally appeared before me this ~ day of ~.L~,._ Z ~' ~" ,and acknowledge the due
execution of the forgoing wet [wetland] detention bas maintenance requirements. Witness my hand and
SEAL
C^~ ,~~
N ~ ~ 4-~~ ~~~ b ~
~~~, ~'~S
:~
L ~I~
My commission expires ~ - ~~" 1~
Page 1 of 1
official seal,

STORMWATER CONTROL STRUCTURE MAINTENANCE AGREEMENT
PROJECT: Y4M o ~. t t(tS~4~ ' ~~_~~~1~~~
~_ ~~ ~ ~ ~d
RESPONSIBLE PARTY: Trenton Road LLC PHONE #: [phone]
ADDRESS: 14600 Weston Parkway, Suite 300
Cary, NC 27.13
Monthly or after every runoff producing rainfall, whichever comes first:
a. Remove debris from trash rack.
b. Check and clear orifice of any obstructions.
c. Check pond side slopes; remove trash, repair eroded areas before next rainfall.
Quarterly
a. Inspect the collection system (i.e., catch basin, piping, grassed swales) for proper functioning.
Clear accumulated trash from basin grates, and basin bottoms, and check piping for obstructions.
b. Check pond inlet pipes for undercutting. Repair if necessary.
c. Repair any broken pipes.
d. Replace rip rap that is choked with sediment.
III. Semi-Annually
a. Remove accumulated sediment from bottom of outlet structure.
b. Check pond depth at various locations. If depth is reduced to 75% of original design depth, remove
sediment to original design depth.
c. Reseed grassed swales twice yearly. Repair eroded areas immediately.
IV. General
a. Mow side slopes according to the season. Maximum grass height to be six (6) inches.
b. All components of impoundment system to be kept in good working order.
c. In case the ownership of the Impoundment Transfers, the current owner shall, within thirty (30) days
of transfer of ownership, notify the Town of Cary Engineering Department, Stormwater
Management Division of such ownership transfer.
d. This property and impoundment is also subject to the Operation and Maintenance Manual filed with
the register of deeds.
1, Trenton Road LLC ,hereby acknowledge that I am the financially responsible party for
maintenance of this impoundment. I will perform the maintenance as outlined above, as part of the Certificate
of Compliance with Stormwater Regulations received for this project.
renton Road LLC
By: Five Star Development of NCB ~nc., Manager
Signature: a e: June 5, 2007
,~
e e S ko, President l
I, -.~~. ~„_ _ ; L= (-~ I ~~ S, a Notary Public for the State of /L~t : ~ ~~~ .^~~~~County of ~~ ~~ `~-- ,
do hereby certify that .. e ~~; t ~ _2 . S .tit E.- 1~~~ personally appeared before me this 5 "~' day of
2 ~- ~' ~ . ~d acknowledge due execution of the foregoing instrument. Witness my
-<-~ ,
h ~ d and official seal
BARBAIQA E ELLES~----- // _ ~ /
Seal _„ _ NOTARY PUBLIC My commission expires: ~~,~,,.,_,_~_,___,
~~ WAKE COUNTY, NC
~ ~>> ~~~
My Cpmrnbgbn Expires 7-11-2011 ;
Maintenance Agreement ~ --~ ~ .-~_ L" ~-~ <I rS
I,?~ ~ : (v

DWQ Project
DIVISION OF WATER QUALITY -LEVEL SPREADER WORKSHEET (112007)
I. PROJECT INFORMATION (please complete the following information):
Project Name
Contact Person: Phone Number: jci I°il ~ In ~l - 33~ o
Level Spreader ID: - c -#~. t~t~ lS
Level Spreader Length ~ "•7 ft.
Drainage Area b . lDln ac.
Impervious Area ('j , ?,O ac.
Forebay Area Z O cu ft.
Maximum Filter Strip/Buffer Slope (1~
grass
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(0.2% of the contributing impervious surface area)
(6% for forested, leaf littler cover, 8% for thick ground cover
Max. Discharge from 1"/Hr Storm ~25 _cfs
Max. Discharge to Level Spreader O • "~5 cfs
Filter Strip/ Zone 2 Buffer Vegetation ~-erypA.,~ (thick ground cover or grass; canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method Used GT (, ~.,~ "r~., p~,a,~
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
_ Project Site was visited prior to designing level spreader.
2I2to~~~-lk Date of the Site visit. PLEASE ATTACH TIME-DATED DIGITAL PHOTO OF EXISTING BUFFER CONDITIONS.
~~. 1a Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 65 ft per cfs in canopied forest with leaf
litter for 50-foot buffer; 50 ft per cfs for 100-foot buffer, or 40 ft. per cfs for 150-foot buffer.
~~. Pre-Formed Scour Holes are on flat slopes only.
~No structures are located in rp otecte}buff~e~rs (Pmus~ et no practical alternatives criteria).
Design Alternative (if any) and Bypass method used: '-'"t
~-~ Bypass conveyance method is specified and plan details and calculations are provided.
~- ~ Alternative design option is specified and plan details and calculations are provided.
T~ Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
~}~ No structures are located in protected buffers. EX ~,¢.~~- 1Bv~pai/~
_~~Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.

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DWO Project No. O la ' O to S q
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET (112007)
I. PROJECT INFORMATION (please complete the following information):
Project Name
Contact Person: Phone Number: (°I I ql 41a~i - 33~{ n
Level SpreaderlD:
Level Spreader Length .3`~ ft.
Drainage Area D .~ 1 ac.
Impervious Area D . y~ ac.
Forebay Area ~t] cu ft.
Maximum Filter Strip/Buffer Slope (p
grass
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(0.2% of the contributing impervious surface area)
(6% for forested, leaf littler cover, 8% for thick ground cover
Max. Discharge from 1"Mr Storm ~ . S 2 cfs
Max. Discharge to Level Spreader 2 cfs
Filter Strip/ Zone 2 Buffer Vegetation ~ (thick ground cover or grass; canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method Used t 0.t r/~n~~ ~ ~~- u1r ~y ~ aSS
REQUIRED ITEMS CHECKLIST
initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Anolicants Initials
_C~\ Project Site was visited prior to designing level spreader.
? I~e~- ,S~t l~ Date of the Site visit. PLEASE ATTACH TIME-DATED DIGITAL PHOTO OF EXISTING BUFFER CONDITIONS.
S,li,- ~ Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 65 ft per cfs in canopied forest with leaf
litter for 50-foot buffer; 50 ft per cfs for 100-foot buffer, or 40 ft. per cfs for 150-foot buffer.
Ste- ~- Pre-Formed Scour Holes are on flat slopes only.
~~ ~ No structures are located in protected buffers (must meet no practical alternatives criteria). ~xCe~ I ASS
G~avl n t.)
Design Alternative (if any) and Bypass method used:
~~ Bypass conveyance method is specified and plan details and calculations are provided.
fJ 4 Alternative design option is specified and plan details and calculations are provided.
~"~ Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers. t= XG~+ b~ IpOCSS C~~o~.y`,r~,~
Plan details for the bypass and outlets are provided.
~* ~,. The operation and maintenance agreement includes annual erosion and vegetation repair.
`~- The operation and maintenance agreement signed and notarized by the responsible party is provided.

107

DWQ Project No.
ot.~ -otoS4
DIVISION OF WATER QUALITY -LEVEL SPREADER WORKSHEET (112007)
I. PROJECT INFORMATION (please complete the following information):
Project Name
Contact Person: a.+n' a,1 ~ Phone Number: l~ll~tl y 1oA - 33y. b
Level Spreader ID: #-
Level Spreader Length ft.
Drainage Area a ac.
Impervious Area CG 'P ac.
Forebay Area T'f~M7 _cu ft.
Maximum Filter Strip/Buffer Slope l p
grass
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(0.2% of the contributing impervious surface area)
(6% for forested, leaf littler cover, S% for thick ground cover
Max. Discharge from 1 "/Hr Storm o . o l~ cfs (IV~o~X • .~t, o .~ ~vem d,rawdo w r i n 3 ~1..P~
Max. Discharge to Level Spreader 0 .'o to cfs
Filter Strip/ Zone 2 Buffer Vegetation ~b rL s-1- (thick ground cover or grass; canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method Used 17+~v1 '~~ ~at,d,~,;..~
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
~- Project Site was visited prior to designing level spreader.
2I z'b~_ Date of the Site visit. PLEASE ATTACH TIME-DATED DIGITAL PHOTO OF EXISTING BUFFER CONDITIONS.
` S}4- Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 65 ft per cfs in canopied forest with leaf
litter for 50-foot buffer; 50 ft per cfs for 100-foot buffer, or 40 ft. per cfs for 150-foot buffer.
5~1-1~-. Pre-Formed Scour Holes are on flat slopes only.
`Sty- lJl No structures are located in protected buffers (must meet no practical alternatives criteria).
Design Alternative (if any) and Bypass method used:
~- Bypass conveyance method is specified and plan detai`s and calculations are provided.
No}•~- ~ Ry SASS ~: S~t~+ w ~ n B ~P. Se.~ SVU.P Sh.«t .
N Alternative design option is specified and plan details and calculations are provided.
Sri- fit- Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
~~,~. !~ No structures are located in protected buffers.
_~- \-4 Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
~~`~-- The operation and maintenance agreement signed and notarized by the responsible party is provided.

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Project No. DWQ ~ ~ ' ~ ~ S
DIVISION OF WATER QUALRY
401 EXTENDED DRY DETENTION BASIN WORKSHEET
DWQ Stormwater Management Plan Review:
At a minimum, a complete stormwater management plan submittal includes a worksheet for each BMP, design calculations, plans and
specifications showing all BMPs and outlet structure details, a detailed drainage plan and a fully executed operation and maintenance
agreement. An incomplete submittal package will result in a request for additional information and will substantially delay final review and
approval of the project
PROJECT INFORMATION (please complete the following information):
Project Name
Contact Person: ~` , PE Phone Number: Iq) ~_q - 3 ~ ~ b
For projects with multiple basins, specify which basin this worksheet applies to:_
Drainage Area:_acres Percent Impervious Area:
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual (N.C. Department of
Environment, Health and Natural Resources, November 1995) and Administrative Code Section: 15 A NCAC 2H .1008. Initial in the space
provided to indicate the following design requirements have been met and supporting documentation is attached. If a requirement has not
been met, attach an explanation of why.
Applicants Initials
Either capture runoff from 1 yr., 24 hour storm and release over a 48 hour period, or
.~~capture runoff from 1 inch storm and draw down over a period of 2 to 5 days.
Please provide routing for 1 yr. 24 hr. event or volume fro 1 inch ra "'14 y~l c-~ .
~r1- The basin length to width ratio is greater than 3:1.
The basin side slopes are no steeper than 3:1.
A small permanent pool at outlet orifice is provided to reduce clogging.
~ An emergency drain to completely empty the basin is provided.
Vegetation plan prepared is specified on plans.
Basin to be stabilized within 14 days of construction is specified.
Sediment storage (20% of detention volume) in addition to detention volume is provided.
Inlet and outlet erosion control measures to prevent scour are provided.
Additional treatment to meet the 85% TSS removal efficiency is provided. -~ t-.~f~-` SPr~~
Access for clean-out and maintenance is provided.
Inlet plunge pool or other energy dissipation is provided. ,~, ~ ~ ~~Q
Forebay is provided to capture sediment and minimize clean-out problems. y~" ""~"' "~
Uncompacted natural soils are utilized to promote vegetation and reduce sedimentation. ~ 5 r~nwt~, ata-
Seasonal high water table is at least 1 foot below bottom of basin.
If used as a temporary sediment basin, plans indicate clean-out prior to final operation.
A site specific operation and maintenance plan with the following provisions is provided.
The 0&M agreement is signed by the responsible party and notarized.

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O~O~ W AT ~9~G
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August 11, 2005
Withers and Ravenel
Attn: Todd Preuninger
111 MacKenan Parkway
Cary, NC 27511
Subject Property: Trenton Road Tract
UT to Richland Creek
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ EXP# OS-1496
Wake County
REC~IVE~ ;~ r-~,s~ ~~ ~~~~-~, ~,
e- y~~' 1 ,-.'s
AUG 1 5 2005 ~t~
WITHERS & RAUENEt~
~ ". Q l~ /
Oil o
'~i~'~a~ula~ E,;,~ ;; rr~~,~~y~~i~~ ~r~;~
On-Site Determination for Applicability to the Neuse River Riparian Area Protection Rules
(15A NCAC 2B .0233)-EXPRESS REVIEW PROGRAM
Dear Mr. Preuninger:
On August 11, 2005, at your request I conducted an on-site determination to review four features
located on the subject property for applicability to the Neuse Buffer Rules (15A NCAC 2B
.0233). The features are labeled as "A, B, C, and D" on the attached maps initialed by me on
August 11, 2005.
The Division of Water Quality (DWQ) has determined that the features labeled as "A, B
and C" on the attached maps are subject to the Neuse Buffer Rule, the origins of each
feature has been delineated and identified in the field as the following:
^ Feature A: this feature starts at flag #04;
• Feature B: this feature starts at new flag #100;
^ Feature C: this feature starts at flag #30;
^ Feature D is not subject to the Neuse Buffer Rules.
These stream features and their associated buffers should be identified on any future plans for
this property. The owner (or future owners), should notify DWQ (and other relevant agencies)
of this decision in any future correspondence concerning this property. This on-site
determination shall expire ftve (S) years from the date of this letter.
Landowners or affected parties that dispute a determination made by DWQ or Delegated Local
Authority that a surface water exists and that it is subject to the riparian area protection rules
(buffer rules) may request a determination by the Director. This request shall be referred to the
Director in writing c/o Ms. Cyndi Karoly, DWQ 401/Wetlands Unit, 2321 Crabtree Blvd., Suite
250, Raleigh, NC 27604-2260. Individuals that dispute a determination by DWQ or Delegated
Local Authority that "exempts" a surface water from the buffer rule may ask for an adjudicatory
hearing. You must act within 60 days of the date that you receive this letter. Applicants are
hereby notified that the 60-day statutory appeal time does not start until the affected party
(including downstream and adjacent landowners) is notified of this decision. DWQ recommends
that the applicant conduct this notification in order to be certain that third party appeals are made
None Carolina
401 Oversight/Express Review Permitting Unit fllCQ~r!!f
1650 Mail Service Center, Ralegh, Norih Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: 919-733-t786 /FAX [phone] /Internet: httn:!/h2o.enr.state.nc.us/ncwettands
o~-~es°~
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper

Todd Preuninger
Page 2 of 2
August 11, 2005
in a timely manner. To ask for a hearing, send a written petition, which conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. This determination is final
and binding unless you ask for a hearing within 60 days.
This letter only addresses the applicability to the Riparian Area Protection Rules and does not
approve any activity within the buffers. Nor does this letter approve any activity within Waters
of the United States or State. If you have any additional questions, or require additional
information, please contact Cynthia Van Der Wiele at 919.715.3473.
Sincerely,
(,~iyt,~l~/L LZ~CP,~
Alan W. Klimek, P.E.
AWK/cvdw
Attachments: Wake County Soil Survey map
USGS Quad map
cc: DWQ Raleigh Regional Office
File Copy
Central Files
Filename 051496TrentonRd(Wake)EXP+origin

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,~~ ~ ~; ~S~ • . r . ~ARNOLD Rp ~ ~~ - . ^, t ' 'rl } , ~ ' ~ - ,,,~ ' ~ ~' y
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WITHERS ~~:~ RAVENEL N
ENUr,vEEe~ ~ N~aNNEHy i su~vtvou5 0 1,000 2,000 4,000 W
11i MacKenan Drive Cary, North Carolina FB@t ~~~~~L..777"'//
telephone. [phone] viww.withersravenel.com ~,-~ ~ ~ ~ 1, ~ ~ S
Project# 205018.00 Date: July 29. 2005

1C111~ Sni?'~, J/ ;

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U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. 200520875 County: Wake U.S.G.S. Quad: Raleigh West
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent:
Address:
Five Star Developers, Inc.
Attn: Jeff Smerko
105 Quail Ride Road
Wilmington, NC 28409
o~-c~~~a
Telephone No.: 910-232-4375
Size and location of property (waterbody, road name/number, town, etc.) The property (Trenton Road Site) is
located east of Trenton Road, app. 1500 feet north of US I-40, in Ralie~h, Wake County, NC. This
Jurisdictional Determination supercedes the determination dated 5/26/05.
Indicate Which of the Following Apply:
Based on preliminary information, there maybe Wetlands and Streams on the above described property. We
strongly suggest you have this property inspected to determine the extent of Department of the Army (DA)
jurisdiction. To be considered final, a jurisdictional determination must be verified by the Corps.
X There are Wetlands and Streams on the above described property subject to the permit requirements of Section
404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination maybe relied upon for a period not to exceed five years from the date of this
notification.
We strongly suggest you have the Wetlands and Streams on your property delineated. Due to the size of
your property and/or our present workload, the Corps may not be able to accomplish this wetland
delineation in a timely manner. For a more timely delineation, you may wish to obtain a consultant. To be
considered final, any delineation must be verified by the Corps.
The Wetlands and Streams on your property have been delineated and the delineation has been verified by
the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should
be reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all
areas subject to CWA jurisdiction on your property which, provided there is no change in the law or our
published regulations, may be relied upon for a period not to exceed five years.
X The Wetlands and Streams have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on February 25, 2006. Unless there is a change in
the law or our published regulations, this determination may be relied upon for a period not to exceed five
years from the date of this notification.
_ There are no waters of the U.S., to include wetlands, present on the above described property which are subject
to the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in
the law or our published regulations, this determination may be relied upon for a period not to exceed five years
from the date of this notification.
_ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area
Management Act (CAMA). You should contact the Division of Coastal Management in
Washington, NC, at [phone] to determine their requirements.
Remarks: c ~~
Corps Regulatory Official: Monte Matthews
Date February 25, 2006 Expiration Date February 25, 2011
Page 1 of 2

Action Id. 200520875
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army
permit may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any
questions regarding this determination and/or the Corps regulatory program, please contact Monte Matthews at
919-876-8441 x30.
Basis For Determination: Areas on this site exhibit wetland criteria as described in the 1987 Corns Wetland
Delineation Manual and are adiacent to UT of Richland Creek. The property also contains stream channels
that exhibit an Ordinary High Water Mark as indicated by chanties in soil character and absence or
terrestrial vegetation and are hydrologically connected to Richland Creek in the Neuse River Basin.
Appeals Information: (This information applies only to approved jurisdictional determinations as indicated
above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object
to this determination, you may request an administrative appeal under Corps regulations at 33 CFR part 331.
Enclosed you will fmd a Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you
request to appeal this determination you must submit a completed RFA form to the South Atlantic Division,
Division Office at the Following address:
Mr. Michael F. Bell, Administrative Appeal Review Officer
CESAD-ET-CO-R
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the
criteria for appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of
the date of the NAP. Should you decide to submit an RFA form, it must be received at the above address by April
25, 2006.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
con:espondence.**
Corps Regulatory Official (Initial): ~~
FOR OFFICE USE ONLY:
• A plat or sketch of the property and the wetland data form must be attached to the file copy of this form.
• . A copy of the "Notification Of Administrative Appeal Options And Process And Request For Appeal"
form must be transmitted with the property owner/agent copy of this form.
• If the property contains isolated wetlands/waters, please indicate in "Remarks" section and attach the
"Isolated Detennination Information Sheet" to the file copy of this form.
CF: Withers and Ravenel
Attn: Todd Preuninger
111 MacKenan Drive
Cary, NC 27511

_ _ - = ~-
NOTIFICATION OF ADMINISTRATIVE APPEAL OP.TI4NS AND PROCESS AND - _
REQUEST'FOR~APPEAL _ - _
__ _ _._ r.
Applicant: Five Star Developers, Inc. File Number: 200520875 Date: February 25, 2006
Attn: Jeff Smerko
Attached is: See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of A
ermission
PROFFERED PERMIT Standard Permit or Letter of ermission B
PERMIT DENIAL C
X APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
SECTION L-The following identifies your rights and options: regarding ari administrative appeal. of the above
decision. Additional information maybe found at http://www.usace.ariny.miUinet/functions/cw/cecwo/rep or
Co s re lations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the
permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your
objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal
the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the
permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit
having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer
will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form
and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of
this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer
within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of
this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by
the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved
JD (which maybe appealed), by contacting the Corps district for further instruction. Also you may provide new
information for further consideration by the Corps to reevaluate the JD.
SECTION II - RE VEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED. PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your
objections to an initial proffered permit in clear concise statements. You may attach additional information to
this form to clarify where your reasons or objections are addressed in the administrative record.)

ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps
memorandum for the record of the appeal conference or meeting, and any supplemental information that the
review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps
may add new information or analyses to the record. However, you may provide additional information to clarify
the location of information that is alread in the administrative record.
POINT OF CONTACT FOR UESTIONS OR INF ORMATION:
If you have questions regarding this decision If you only have questions regarding the appeal process you
and/or the appeal process you may contact: may also contact:
Monte Matthews Mr. Michael F. Bell, Administrative Appeal Review
6508 Falls of the Neuse Road Officer
Suite 120 CESAD-ET-CO-R
Raleigh, NC 27614 U.S. Army Corps of Engineers, South Atlantic Division
919-876-8441 x30 60 Forsyth Street, Room 9M15
Atlanta, Geor is 30303=8801
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any
government consultants, to conduct investigations of the project site during the course of the appeal process. You
will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site
investi ations.
Date: Telephone number:
Signature of a ellant or a ent.
DIVISION ENGINEER:
Commander
U.S. Army Engineer Division, South Atlantic
60 Forsyth Street, Room 9M15 .
Atlanta, Georgia 30303-3490

WETLANDS DELINEATION
CROWELL TRACTS
3/14/05
THIS CERTIFIES THAT THIS COPY OF THIS P1Ai IDENTIFlES AS WATERS OF THE U.S. OR
WETLANDS, ALL AREAS OF WATERS OF 7HE U.S., INCLUDING WETLANDS, REGULATED PUR
SUAN7 TO SECTON 404 OF THE CL&N! WATER AC7 AS DETERMINED BY THE UNDERSIGNED
ON THIS DATE. UNLESS THERE IS A CHANGE IN THE LAW, OR OUR PUBLISHED
REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION MAY BE REUED UPON
FOR A PERIOD N07 i0 EXCEED FIVE YEARS FROM THIS DATE. THIS DEiERMINARON
WAS MADE UflUZING THE 1987 CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL.
C
~ c d c9.~ .~(~ ~ ~~~
TITLE
~ ~.~ o ~
DATE
I, CHARLES R. BROWN, PLS, DO HEREBY CERTIFY THAT THIS MAP WAS PREPARED
UNDER MY SUPERVISION, AND ACCURATELY DEPICTS THE LOCATIONS OF SECTION 404
JURISDICTIONAL AREAS DELINEATED BY SkEC, INC. OF RALEIGH, NORTH CAROLINA.
`,1111111 iAl lRRl f//i i /~
R. BROWN, PLS NC PLS 1-3597 ~ ~w'~ESSt*~'09;~
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N07ES:
1. WETLANDS DELINEATION ON THAMES AND CROWELL TRACTS BY
S&EC, OF RALEIGH.
2. WETLANDS DELINE4TlON ON GRISSOM TRACT BY WITHERS &
RAVENEL, INC.
3. BOUNDARY SURVEY BY WITHERS & RAVENEL, INC.
4. THERE ARE NO JURISDICITIONAL WETLANDS ON THE GRISSOM
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2017118.0020 FL
2077123.1759 WL O6 TT 07
2077139.3253 WL OS
2077140.5505 FL
2077153.7981 WL 04
2077188.6739 WL 03
2077188.5460 FL
2077210.5530 FL
2077210.2189 WL 02
2077228.9231 WL Ot
2077228.8375 FL
2077275.4132 FL
2077330.5466 FL
2077389.8720 Fl
077440.0114 Fl
7432.1432 WL 11 Ti CH
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20774 665 WL 13
2077515.5 7 Wl 14
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2077545 243 FL
207760 .6979 FL
20775 .3098 WL 22
2077 6.8614 WL 21
207 573.4630 WL 20
2 7570.6032 WL 23
77593.1122 WL 24
077598.2699 WL19
2077626.0102 WL18
2077619.9932 WL22
2077630.5453 WL26
2077645.9757 WL27
2077642.1058 WL17
WETLANDS DELINEATION
CROWELL TRACTS
3/14/05
N\F
HALLIE
D. CROWELL
DB 0-E\PG 1528
DB 1460\PG 248
PWE#0775.02-75-5370
ZONED: R-4
21.91 ACRES
THIS CERTIFIES THAT THIS COPY OF THIS PUi IDENTIFIES AS WATERS OF THE U.S. OR
WETLANDS, ALL AREAS OF WATERS OF THE U.S., INCLUDING WETLMIDS, REGUCA7ED PUR
SUANT TO SECTION 404 OF THE CLEAN WATER ACT AS DETERMINED BY THE UNDERSIGNED
ON THIS DATE. UNLESS THERE IS A CHANGE !N THE LAW, OR OUR PUBLISHED
REGULATIONS, THIS DETERMINATION OF SEC110N 404 JURISDICTION MAY BE RELIED UPON
FORA PERIOD N07 TO EXCEED FIVE YEARS FROM TNIS DATE. THIS DETERMINAi!ON
WAS MADE UTILIZING THE 1987 CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL.
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8239 75499 .6910 2077658.0508 WLi6
I, CHARLES R. BROWN, PLS, DO HEREBY CERTIFY THAT THIS A4AP WAS PREPARED
8240 755 3.4053 2077667.0648 WL28 CATIONS OF SECTION 404
AND ACCURATELY DEPICTS THE l,O
UNDER MY SUPERVISION
8241 75 95.0274 2077673.2543
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,
NORTH CAROLINA.
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5437 755145.8466 2D78135.9446 FL
5442 755168.9006 2078117.4289 FL
5469 155166.3287 2076105.1007 FL
5474 755167.6953 2078089.3725 FL
5479 755156.7598 2078073.6920 Fl
5484 755158.3869 2078067.8551 FL
5489 755184.1056 2078056.7586 FL
5494 755194.9385 2078047,7961 FL
5499 755206.7193 2078046.1368 FL
5504 755229.2600 2078034.5921 FL
5509 755235.8162 2078036.5953 FL
5514 755245.4900 2078030.4964 FL
5519 755253.1938 2078011.0349 FL
5524 755267.1306 2077983.2153 FL
5547 755275.7431 2077967.8408 FL
5552 755267.3095 2077956.1375 Fl
5557 755271.9021 2077948.0911 FL
5562 755286.7163 2077947.2767 Fl
5557 755299.6802 2077954.8785 FL
5572 755313.8282 2077950.0589 FL
5577 755327.9668 2077937.5406 FL
5562 755337.1688 2077935.2687 FL
8259 7550D4.5435 2077743.5902 FL
8262 754988.9586 2077754.8312 FL
8265 755022.0296 2077805.5193 FL
8268 754997.0722 2077819.7513 FL
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8274 754917.2886 2077839.0906 FL
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iHiS CERTIFIES IHA7 THIS COPY OF THIS PLAT IDENTIFlES AS WATERS OF THE U.S. OR
WETLANDS, ALL AREAS OF WATERS OF THE U.S.. INCLUDING WETLANDS, REGULATED PUR
SUANT TO SECTION 404 OF THE CLEAN WATER ACi AS DETERMINED BY THE UNDERSIGNED
ON THIS DATE. UNLESS THERE fS A CHANCE IN THE LAW, OR OUR PUBLISHED
REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION MAY BE RELIED UPON
FORA PERIOD NOi TO EXCEED FIVE YEARS FROM THIS DATE. THIS DETERMINATION
WAS MADE UTILIZWG THE 1987 CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL.
~.cJ1
NAME
S e ~, 6~S ~a ~~ ~
TITLE
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DATE ; ~~~~Q~~g$r~'A eti
. •- • ~ $FAC~ .
I, CHARLES R. BROWN, PLS, DO HEREBY CERTIFY THAL:THIS JAllp Y{P,SA
UNDER A1Y SUPERVISION, AND ACCURATL•CY DEPICTS THE LOC>l, S ECrTIQ~
JURISDICTIONAL AREAS AS pELtNEATt6 BY SkEC, INC. ~ f~E1GF'Yy,N0RTH ~Yr °I
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2078066.2158 FL
2076097.6700 FL
2078100.0949 FL
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2078124.0826 WL42 TECH
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2078064.2786 WL37
2078061.4569 WL38
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2078111.5932 W140
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2078157.6607 FL
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2078188.5115 FL
2078193.7864 FL
2078193.6352 FL1
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THIS CERTIFlES THAT THIS COPY OF THIS PLAT IDENDFIES AS WATERS OF THE U.S. OR 9 „
WETLANDS, ALL AREAS OF WATERS OF THE U.S., INCLUDING WETLANDS, REGULATED PUR L ~
SUANi i0 SECTION 404 OF THE CLEAN WATER AC7 AS DETERMINED BY THE UNDERSIGNED W >
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I, CHARLES R. BROWN, PLS, DO HEREBY CERTIFY THAT THIS MAP WAS PREPARED
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JURISDICTIONAL AR AS DELINEATED BY S&EC, INC. OF RALEIGH, NORTH CAROLINA.
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8903 5587 755355.4277 2077940.2652 FL
WLT00 5592 755375.6995 2077927.2755 FL
5597 755393.0217 2077919.4019 FL
N 55382.1520 5612 755399.6534 2077914.81 t0 FL a
E 2077924.3426 5617 755413.5188 2077920.1077 FL
5622 755436.3727 2077903.0592 FL 3
5637 755501.5088 2077854.7192 FL a
5642 755524.4164 2077843.8528 FL
5647 755537.1607 2077838.7085 FL
5622 5652 755570.6157 2077829.9183 FL ~~ ~~~j T~
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5216 755127.9762
5223 755146.8830
5243 755159.0762
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5263 755141.8283
5268 755147.3701
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5278 755150.6857
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5288 755154.2118
5293 755147.2699
5298 755129.9736
5303 755131.1276
5308 755137.4986
5313 755126.7184
5350 755118.9220
5355 755087.2529
5401 755064.2719
5422 755116.2394
5427 755128.0432
5432 755137.8060
6410 755064.5953
8413 755066.4366
8415 755071.4997
8416 755071.3813
8417 755082.4933
8420 755091.6791
8421 755111.3535
8427 755066.6274
8430 755072.6823
8431 755052.1691
8433 755031.9100
2078716.4957 ClC
2078705.3508 ClC
2078694.1654 CLC
2078655.3847 CLC
2078613.4466 CLC
2076577.5602 CLC
2078564.9467 CLC
2078528.6160 CLC
2078501.9834 CLC
2078489.4955 CLC
2078479.4927 CLC
2078470.4482 CLC
2078457.4334 CLC
2078442.3685 ClC
2076421.8909 CLD
2076395.7381 CLC
2076378.5716 CLC
2078353.7902 ClC
2076342.4262 CLC
2076329.8753 CLC
2076324.9114 CLC
2078307.1641 CLC
2078282.7357 CLC
2078257.3335 ClC
2078245.4029 CLC
2078233.8555 FL2
2078158.3230 FL
2078158.2080 FL
2078150.3843 FL
2078178.2836 FL
2078188.5115 Fl
2078193.7864 FL
2078193.6352 FL1
2078195.3460 FLt
2078191.1957 FL1
2078165.8083 FLt
2078225.9833 FL
2078230.6335 Fl
2078237.9701 FL
2078244.9101 WL51
THIS CERTIFlES THAT THIS COPY OF THIS PLAT IDENTIFIES AS WATERS OF THE U.S. OR
WETLANDS, ALL AREAS OF WATERS OF THE U.S., INCLUDING WETLANDS, REGULATED PUR
SUAN7 TO SECTION 404 OF THE CLEAN WATER ACT AS DETERMINED BY THE UNDERSIGNED
ON THIS DATf. UNLESS THERE 1S A CHANGE IN THE LAW, OR OUR PUBLISHED
REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION MAY BE RELIED UPON
FORA PERIOD NOT TO EXCEED FIVE YEARS FROM THIS DATE. THIS DETERMINATION
WAS MADE UTILIZING THE 1987 CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL.
NAME
~ c ~ o?c~ s ~~B?~~
TITLE
DATE
I, CHARLES R. BROWN, PLS, DO HEREBY CERTIFY THAT THIS MAP WAS PREPARED
UNDER MY SUPERVISION, ANO ACCURATELY DEPICTS THE ~Q~QQ((;;S OF SECTION 404
JURISDICTI AR AS DELINEATED BY S&EC, lNC ~QF4GH,~AIi~~TH CAROLINA.
~~a`Q',~~C Rp~+~,~,/<r~
CHARLES R. BROWN, PLS NC PLS L-3597 ~~4Qo ~~~®
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5188 755093.6892
5193 755094.9355
5198 755104.6574
5660 755094.6246
5661 755088.1192
5662 755084.8457
5663 755079.2438
5664 755064.8635
5665 755042.7388
5666 755040.2938
5667 755035.2450
5668 755034.4307
5669 755034.8138
5670 755045.3612
5671 755037.2020
5672 755032.2724
5673 755034.5503
5674 755032.5232
5675 755036.6174
5676 755048.4754
5677 755046.9320
5676 755062.1942
5679 755058.0077
5680 755067.1778
5681 755088.6798
5682 755095.1042
5683 755115.6087
5684 755119.4992
5685 755129.5161
5686 755143.3922
5687 755156.8121
5688 755156.5627
5689 755153.3102
_ 5690 755148.6301
• - - ~ , 5691 755143.7691
' - - - 5692 755160.0390
- •~~•~ 5693 755155.4940
'"~..~ 5694 755167.5111
5660 ~~••~ 5695 755163.9826
5198 •'~, 5696 755153.9046
2078716.4957 "CLC"
2078705.3508 "CLC"
2076694.1654 "CLC"
2078748.3245 "CH 2"'
2078755.6030 "CH 2"'
2078773.2600 "CH 2'"
2078786.0357 "CH 2'"
2078778.1627 "CH 2'"
2078784.2766 "CH 2'"
2078799.2441 "CH 2"'
2078613.5758 "CH 2'"
2078821.1921 "CH 2"'
2078826.9538 "CH 2"'
2078844.4168 "CH 2"'
2078854.4882 "CH 2"'
2078870.0929 "CH 2"'
2078883.8688 "CH 2"'
2078905.4139 "CH 2"'
2078931.3849 "CH 2'"
2078969.3422 "CH 2'"
2078985.4457 "CH 2'"
2079004.4034 "CH 2'"
2079024.2919 "CH 2'"
2079033.0166 "CH 2'"
2079036.8420 "CH 2'"
2079052.2206 "CH 2"'
2079064.3777 "CH 2'"
2079076.0579 "CH 2"'
2079086.2484 "CH 2"'
2079101.0645 "CH 2"'
2079124.8764 "CH 2'"
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2079261.0291 "CH 2"' / '~
2079281.4132 "CH 2'" ~'
2079298.0573 "CH 2'" /~
THIS CER7IFlES THAT THIS COPY OF THIS PEAT IDENi1FlES AS WATERS OF THE U.S. OR
WETLANDS, ALL AREAS OF WATERS OF 7HE US., INCLUDING WERANDS, REGULATED PUR
SUANi i0 SECTION 404 OF 7HE CLEAN WATER ACT AS DETERMINED BY THE UNDERSIGNED
ON THIS DATE. UNLESS THERE IS A CHANGE IN THE LAW, OR DUR PUBLISHED
REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION MAY BE RELIED UPON
FOR A PERIOD N07 70 EXCEED FlVE YEARS FROM THIS DATE THIS DETERMINATION
WAS MADE UTILIZING THE 1987 CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL.
~~
NAME
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I, CHARLES R. BROWN, PLS, DO HEREBY CERTIFY THAT THIS MAP WAS PREPARED I / Z00
UNDER MY SUPERVISION, AND ACCURATELY DEPICTS THE L~~yyT~IONS Of SECTION 404 50 9 / 25 50 100 ~
JURISDICTIONAL AR AS DELINEATED BY SdcEC, INC~~pPtPo4LEIbN/NORTH CAROLINA.
WN, PLS NC PLS L-3597: ?Q~~ ~"~ e '
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