20041111 Ver 1_More Info Received_20040913

FILE COPY

Soil & Environmental Consultants, PA
11010 Raven Ridge Road Raleigh, North Carolina 27614 Phone: [phone] Fax: [phone]
www.SandEC.com
September 10, 2004
S&EC Project #: 00-5566
NCDENR-DWQ
Attn: Mr. John Dorney
2321 Crabtree Blvd.
Suite 250
Raleigh, NC 27604-2260
US Army Corps of Engineers
Attn: Mr. Todd Tugwell
6508 Falls of the Neuse Road
Raleigh, NC 27615
RE: Brightleaf -DWQ#04-1111, USACEAID#200420413, 200420594
Please find a revised PCN and cover letter for the proposed Brightleaf subdivision.
Changes were made to the site plan based on comments from the NC-DWQ and the
USACE in order to reduce or minimize the impacts on site. Also included is a letter
from the engineer that addresses comments made in an on-hold letter from DWQ.
We have also provided justification for the proposed thoroughfare (i.e. it should be
considered a separate project), as per a request from the USACE. In addition, the
main sewer line located along the floodplain of Lick Creek is included in this
application. This line will also serve an adjacent sub-division; however, we do not
believe the impacts should be considered cumulatively between the two projects.
The sewer line is sized to serve 1184 acres and the project area is only 687 acres in
size. We have provided an exhibit showing the capacity of the sewer line to aid in
your decision. Please feel free to call if you have questions or require additional
information.
Sincerely,
~~Q,
Todd Preuninger
Biologist/Project Manager
FILE COPY
~~~ I A41 GRO~p'
Sip ~, q 2004
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Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]

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Environmental Consultants, PA
Road Raleigh, North Carolina 27614 Phone: [phone] Fax: [phone]
Please note that the applicant is in the process of finalizing the level spreader
designs. for phase 1. All stormwater outfalls wilt utilize measures to provide diffuse
flow (typicals are provided). This application has been revised to address concerns
noted by Mr. Bob Zarzecki and Mr. Todd Tugwell at a meeting conducted in
August of 2004. Prior to this meeting the applicant received an `on-hold' letter from.
the NC-DWQ, all issues were resolved during the office meeting. In addition, we
have provided a written response to the items raised in the on-hold letter (see
attached).
September 10, 2004
NCDENR-DWQ US Army Corps of Engineers
Attn: Mr. John Dorney Attn: Mr. Todd Tugwell
4401 Reedy Creek Road 6508 Falls of the Neuse Rd., Ste. 120
Raleigh, NC 27606 Raleigh, NC 27615
RE: Nationwide Permits 12, 18, 39/401 Certification/Buffer Compliance Request
Brightleaf at the Park
Durham, Durham County, North Carolina
S&EC Project #: 00-5566
Dear Mr. Dorney and Mr. Tugwell:
On behalf of Rhein Brightleaf, LLC, (property owner), we hereby request authorization
from the US Army Corps of Engineers to use Nationwide Permits 12, 18, & 39 for the
subject project to cover permanent and temporary impacts to stream channels and
wetlands. We also request written concurrence from the NC Division of Water Quality
(NC~DWQ) for Neuse River Buffer Impacts and 401 Certification. APre-construction
Notification Application (PCN) is attached, which includes an agent authorization form.
The proposed project, which consists of residential housing and commercial
development, is located north of Highway 70, approximately 2000 feet northeast of the
intersection of Highway 70 and Sherron Road (SR 1811). Please refer to the USGS
topographic map attached for the location of the project. S&EC conducted a detailed
wetland delineation and Neuse River Basin (NRB) Riparian Buffer evaluation on the
property in April and May of 2003 for the residential section of the property, .and in April
of 2004 for the commercial section of the property. Ms. Debbie Edwards confirmed the
buffer determination on the commercial portion of the site (see attached letter). Mr. Todd
Charlotte Office:
236 LePhillip Court, Suite C
Concord, NC 28025
Phone: [phone]
Fax: [phone]
Greensboro Office:
3817-E Lawndale Drive
Greensboro, NC 27455
Phone: [phone]
Fax: [phone]

September 10, 2004
S&EC Project #: 5566.W0
Page 2 of 3
Tugwell and Mr. Steve Mitchell approved the delineation and buffer evaluation,
respectively. Mr. Mike Horan of the NC Division of Water Quality conducted
intermittent/perennial determinations on May 27, 2004 and Mr. Todd Tugwell confirmed
our `importance' determinations on May 11, 2004. Rhein Brightleaf LLC subsequently
designed the proposed residential site plan to avoid jurisdictional waters and riparian
buffers to the maximum extent practicable. In fact, except for one road crossing, all of
the proposed impacts are to `un-important' channels. The applicant will use an
arch culvert at the Lick Creek Crossing in order to further minimize impacts.
Due to DOT constraints and the fact that the right-of--way was previously platted, wetland
and/or stream channel impacts could not be avoided at the Highway 70 entrance into the
subdivision. Moreover, this Entrance is needed to provide safe ingress and egress into
the subdivision. (Impacts A-1 and B-1; see attached letter from the project engineer).
Due to the size of the site, and topographical and road design constraints, impacts to
stream channels, buffers, and wetlands are unavoidable. Current proposed temporary
impacts include 0.364 acres of wetlands, 5621inear feet of stream channel, and 1.856
acres of buffers (Zone 1:0.76 acres and Zone 2: 1.096 acres). Permanent impacts due to
road construction include 0.498 acres of jurisdictional wetlands and waters (0.4290 acres
of wetlands), and 0.045 acres of isolated wetlands. Channel impacts include 804 linear
feet of intermittent stream channel, 165 l.f. of isolated stream channel, and 251 l.f. of
perennial stream channel (51 of which is considered important). Neuse River Riparian
Buffers will also be impacted and include 0.486 acres of isolated buffers and 2.67 acres
of riparian buffer impacts adjacent to jurisdictional stream channels. The engineer has
provided justification for impacts. Please refer to the attached comments dated
August 31, 2004.
The USACE's current policy requires applicants to avoid and minimize wetland and
stream channel impacts to the maximum extent practicable and compensatory mitigation
to offset unavoidable losses of waters of the US when impacts exceed the requirements
for notification (0.10 acre) or if a discharge to a special aquatic site such as wetlands is
proposed. Because impacts to wetlands exceed 0.1 acres the applicant .proposes
preserving the remaining 9.67 acres of wetlands on-site. If this does not satisfy
mitigation requirements, the applicant proposes payment to the EEP.
NC-DWQ's current policy requires mitigation for stream impacts greater than 150 linear
feet per project and for wetland impacts greater than 1 acre. Because perennial channel
impacts exceed 1501inear feet, the applicant proposes payment to the EEP. Additionally,
a number of the proposed road crossings will also require buffer mitigation (i.e. impacts
>1/3acre or 150 linear feet). A copy of EEP's acceptance for payment is included with
the application.
Because the site will contain less than 24% impervious surface (as per the City of
Durham requirements) we do not believe a stormwater management plan should be

September 10, 2004
S&EC Project #: 5566.W0
- Page 3 of 3
required. The applicant will insure that stormwater enters the buffers at anon-erosive
velocity through the use of appropriate BMP devices.
Sincerely,
/ cHr,J~~r __..
Todd Preuninger
Biologist/Environmental Scientist
Attachments:
Pre-construction (PCN) notification form
Site Location Map (Figure 1)
Soil Survey, Map (Figure 2)
Impact Maps
NC-DWQ Buffer Letter
Agent Authorization Form
Justification Letter

Office Use Only' Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
^ Section 10 Permit ® Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 12, 18, & 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 Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), 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
Name: Rhein Brightleaf LLC -Attention Mr. Richard Westmoreland
Mailing Address: 4000 Westchase Blvd., Suite 310
Raleigh NC 27607
Telephone Number: 919-834-2766 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: Todd Preuninger
Company Affiliation: Soil & Environmental Consultants, PA
Mailing Address: 11010 Raven Ridge Road
Raleigh NC 27614
Telephone Number:~919~846-5900 Fax Number: (91 X846-9467
E-mail Address: Preuninger(cr~SandEC.com
Page 1 of 10

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps maybe 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: Bri~,htleaf at the Park
2. T.I.P. Project Number or State Project Number (NCDOT Only): NA
3. Property Identification Number (Tax PIN): 0850-02-75-7790, 0850-02-85-9943, 0850-04-
83-2103 0850-03-40-5942 0850-04-61-1440 0850-04-72-0429, 0850-03-21-4274, 0850-03-
30-3502 0850-03-32-3444 0850-03-42-7587, 0759-01-19-9198, 0850-03-01-7009, 0850-03-
02-9321 ____
4. Location
County: Durham Nearest Town: Durham
Subdivision name (include phase/lot number): Bri~,htleaf at the Park
Directions to site (include road numbers, landmarks, etc.): The subject site is located north
of Hi way 70 approximately 2000 feet northeast of the intersection of Hi way 70 and
Sherron Road (SR 1811).
5. Site coordinates, if available (UTM or Lat/Long):035° 57' 7.67" N 078° 48' 49.29"W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): +\- 554 acres
7. Nearest body of water (stream river/sound/ocean/lake): Lick Creek
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 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 subject property is currently wooded.
Page2of10

10. Describe the overall project in detail, including the type of equipment to be used: The
project consists of the construction of a residential subdivision. Heav~quipment associated
with land clearing and construction will be utilized. This subdivision will provide the typical
infrastructure such as sewer roadways electrical etc.
11. Explain the purpose of the proposed work: The~rop_osed development is being, undertaken
to meet the demand for housing in this area.
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.
S&EC conducted a detailed wetland delineation and Neuse River Buffer evaluation in April and
May of 2003 Wetland delineation maps were approved by Mr Todd Tugwell of the USACE on
April 12 2004 (AID #200420594) A site visit for stream importance /significance calls was
made on Mail 1 2004 by Todd Tugwell of the USACE and on May 27.2004 by Mike Horan of
the NCDWQ
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.
NWP 14 will be utilized at a later date for a proposed Thorou hg fare (Northern Durham Parkway)
that bisects the property
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. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must 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.
Page 3 of 10

Provide a written description of the proposed impacts: The proposed permanent impacts
consist of 251 feet of perennial channel (51 of which is considered important by the
USACE) 804 linear feet of intermittent channel, 165 linear feet of isolated intermittent
channel 0.498 acres of jurisdictional wetlands and waters (0.4290 acres of wetlands), and
0.045 acres of isolated wetlands resulting from road construction and lot fill. Permanent
buffer impacts include 0.486 acres of isolated buffers and 2.67 acres of riparian buffer
impacts adjacent to jurisdictional stream channels. The proposed temporary impacts include
562 linear feet of stream channel and 0.364 acres of wetlands due to sewer line installment.
Temporary buffer impacts consist of 1.856 acres, of which, 0.76 acres are in Zone 1 and
1.096 acres are in Zone 2.
2. Individually list wetland impacts below:
'J
J
~r
J
J
f
J
J
J
v
J
7
f
T1
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Neazest Stream
linear feet
Type of Wetland***
8-2(NWP 12) Temporary .0049 yes 380 Forested Wetland
38A-1(NWP 12) Temporary .019 no 450 Forested Wetland
8 (NWP 12) Temporary .1516 no 40 Forested Wetland
7 2 (NWP 18) Stormwater
Device .0101 no 40 Forested Wetland
8-3 (NWP 18) Stormwater
Device .0098 no 45 Forested Wetland
11-3(NWP 39) Fill .0315 yes 75 Forested Wetland
16-3(NWP 39) Road Crossing .0446 yes 400 Forested Wetland
16-4(NWP 39) Fill .0047 yes 400 Forested Wetland
17-2(NWP 39) Road Crossing .0375 no 0 Forested Wetland
20-3(NWP 39) Fill .0004 yes 10 Isolated Wetland
3-13(NWP 39) Road Crossing .0046 yes 75 Forested Wetland
1-1(NWP 39) Fill .0241 yes 190 Forested Wetland
1-2(NWP 39) Road Crossing .0062 yes 350 Forested Wetland
1-3(NWP 39) Fill .005 yes 370 Forested Wetland
1-4(NWP 39) Road Crossing .0067 yes 400 Forested Wetland
1-5(NWP 39) Fill .0221 yes 600 Forested Wetland
1-6(NWP 39) Road Crossing .0197 yes 750 Forested Wetland
1-7(NWP 39) Fill and Sewer .0352 yes 780 Forested Wetland
1-8(NWP 39) Fill and Sewer .0545 yes 850 Forested Wetland
12-2 (NWP 39) Road Crossing .0129 no 40 Forested Wetland
19-8(NWP 39) Stormwater
Device .0055 no 90 Forested Wetland
37-1(NWP 39) Road Crossing .042 no 250 Isolated Wetland
A-1(NWP 39) Road Crossing .0941 no 0 Forested Wetland
B-1(NWP 39) Road Crossing .0232 no 20 Isolated Wetland
Page 4 of 10

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 10.125 Acres
Total area of wetland impact proposed: 0.4290 Acres + 0.045 isolated wetland
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Im act Perennial or
Intermittent?
leases eci
3-3(NWP 12) Temporary 40 Lick Creek 10-12' perennial
3-4(NWP 12) Temporary 40 Lick Creek 10-12' perennial
7-3(NWP 12) Temporary 40 LIT to Lick Creek 2-3' intermittent
3-6(NWP 12) Temporary 40 Lick Creek perennial
3-9(NWP 12) Temporary 40 Lick Creek tt perennial
~
~

3-2(NWP 12)
Temporary
40 !~
~~'
Lick Creek ~ ~ perennial
16-2 (NWP12) Temporary 40 LTT to Lick Creek intermittent
~
~ ~
3-14 12
~P ) Tem ora
P rY 20 intermittent
IJT' to lick creek ~~~
~
"
.3
3-10(NWP 12) Temporary 40 ~' perennial
Lick Creek
3-12(NWP 12) Temporary 40 Lick Creek perennial
9 (NWP 12) Temporary 31.5 Lick Creek `+' • . perennial

1 (NWP12) Temporary/
Excavation
30 UT Tributary to Lick
Creek tu' Intermittent

2 (NWP 12) Temporary/
Excavation
11'2 LIT Tributary to Lick
Creek
4'
Intermittent

3 (NWP12) Temporary/

Excavation
42 LJT Tributary to Lick

Creek
3'
Intermittent

4 (NWP12) Temporary/
Excavation
37'4 LTT Tributary to Lick
Creek
10'
Intermittent
5 (NWP 12) Temporary/
Excavation 30 Lick Creek 15' Perennial
11-2 (NWP 39) Road Crossing 115 LIT to Lick Creek 2-3 Intermittent
17-2 (NWP39) Road Crossing 120 LIT to Lick Creek 2-3 Intermittent
19-3 (NWP39) Road Crossing 377 UT to Lick Creek 2-3 Intermittent
20-2(NWP 39) Road Crossing 160 UT to Lick Creek 2-3' Isolated, intermittent
Page 5 of 10

12-2(NWP 39) Road Crossing 200 iJT to Lick Creek 2-3' Perennial unimportant
A-1(NWP 39) Road Crossing 192 UT to Lick Creek 4-5' tntermittent/Unimportant
A-1 (NWP 39) Road Crossing 51 IJT' to Lick Creek 4-5' PerenniaUImportant
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, 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.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named .stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.Rov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.map~uest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site:_permanent impacts
consist of 804 l.f. of intermittent channel, 251 l.f. of perennial channel, 165 linear feer of
isolated channel. Temporary impacts consist of 562 linear feet of channel -total impacts
consist of 1,6171inear feet of jurisdictional channel.
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact Area of
Name of Waterbody Type of Waterbody
Site Number *
Type of Impact Impact (if applicable) (lake, pond, estuary, sound,
indicate on ma acres ba ,ocean, etc.
NA NA NA NA NA
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. 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
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.
The applicant requested a detailed delineation of wetlands on property in order to avoid
Page 6 of 10

jurisdictional wetlands and waters to the maximum extend practicable. The applicant has
minimized impacts to important/perennial stream channels by using an arch culvert to
bridge Lick Creek,-and has limited important channel impacts to 51 linear feet over the
entire 550 acre site. For additional justification, please refer to the attached letter from the
project engineer. As well as a response to DWO and the USACE request for additional
information In order to access the portions of the property located west of channel 17, a road
crossin ig 's required Crossing, at the location shown for impact 17-2, allows the applicant to
place the imRacts as far upstream as possible It also allows a street pattern that does not require
a permanent road crossing impact to the Neuse Buffer along stream 16. The area around channel
19 is difficult to deal with due to the location of the drainages, the steepness of the topography,
the alignment of the street system and the design criteria for the streets. The alignment of the
Northern Durham Parkwa~is set by NCDOT, the Thoroughfare Plan for Durham, and the
stringent vertical and horizontal design standards mandated for this thoroughfare. The required
separation between intersections along the Northern Durham Parkway further dictates the
placement of the intersection with Golden Belt Parkway just west of impact 19-3. Due to the
controlled access and intersection separation requirements associated with the design of this
thoroughfare shifting this intersection to the north or south would conflict with the ability to
provide a second access to Northern Durham Parkway to the south, or the access to the north
which will serve Tract 10 and the proposed Durham County school site located just north of Lick
Creek Given these constraints, the client has proposed to cross as close to perpendicular as
possible Impact 19-3 is greatly constrained by the conditions outlined above. Without this
proposed crossing the area of approximately 4 acres located west of stream 19 and east of the
Northern Durham Parkway could not be accessed. Crossing impact A-1 is elaborated on in the
attached letter from the en ig'neer.
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 March 9, 2000, 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 NCWRP concurrence shall be placed on hold as
Page 7 of 10

incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Due to the size of the site, along with the constraints of topography and the roadway
design, impacts to channels and wetlands were unavoidable. Because impacts exceed 0.1
acres and > 1501inear feet of DWO perennial channel the applicant proposes preservation of
the remaining, wetlands (approximately 9.5 acres and/or payment to the NC-EEP for channel
impacts.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): 251-502 feet
Amount of buffer mitigation requested (square feet): 241,070 s.f.
Amount of Riparian wetland mitigation requested (acres): 0.5-1 acre
Amount ofNon-riparian wetland mitigation requested (acres): NA
Amount of Coastal wetland mitigation requested (acres): NA
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ^ No
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 ^
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.
Page 8 of 10

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.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No ^ If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
s uare feet) Multiplier Required
Miti ation
1 116,235.6 3 See below
2 102,209.4 1.5 See below
Total 218,445 See below
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Gone "l extends an
additiona120 feet from the edge of Zone 1.
Mitigation will be required for impacts 19-3, 20-2, 12-2, A-1, and 3-1 at the following amounts:
Zone 1 - 60 535 x 3 = 181 605• Zone 2 - 39 643 x 1.5 = 59 465
Total = 241,070 s.f. required for miti ag tion
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration /Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
The applicant has requested payment to the NC-EEP for buffer impacts.
Page 9 of 10

XI. Stormwater (required by DWQ)
Describe impervious acreage (both 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.
The site does not currently contain impervious surface. Following construction the site will
contain less than 24% impervious surface; therefore, we do not believe apre-approved
stormwater plan is required. Moreover, because this site is located in a water supply watershed,
Durham re lu ations~rohibit any development that exceeds 24% impervious. The applicant will
provide measures to insure that diffuse flow is achieved before Stormwater enters the buffers as
well as maintain riparian buffers.
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. 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 ,f /Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 10 of 10

PRIEST, CRAVEN & ASSOCIATES, INC.
August 31, 2004
LAND USE CONSULTANTS
Mr. Bob Zarzecki
DWQ, 401 Wetlands Certification Unit
NCDENR
321 Crabtree Blvd., Suite 250
Raleigh, NC 27604
Re : Brightleaf at the Park
Lick Creek
Durham, NC
Dear Bob
In response to the request for more information, and our discussion at the August 2°~
meeting in your office, regarding the application for Brightleaf at the Park we offer
the following
General Comments
1. Specific information pertaining to footprints of homes, location and
alignment of individual driveways and other impervious surfaces is
undetermined at this point in time. As part of the subdivision and zoning
approvals with Durham, we have agreed that the single family sections will be
developed at an impervious surface cover not to exceed 24%. The impervious
surface calculations are part of the preliminary subdivision plans, and
confirmed during the review and approval process for construction drawings,
and record plats. During platting each lot will be assigned a square footage of
allowable impervious surfaces. This is then applied to any building permit
application submitted to the City, which must include the quantity of
impervious surfaces in the application.
The townhouse and multifamily tracts will be developed at impervious
surface coverages in excess of 24% but less than 70%. We agree that any tract
developed for a use other than single family detached residential uses, with
impervious surface coverages above 30% will be subject to stormwater control
measures to provide 85% TSS removal. Plans for these tracts will be
submitted to DWQ for review as they are prepared.
PLANNERS /LANDSCAPE DESIGNERS /ENGINEERS /SURVEYORS
3803-B Computer Drive, Suite 104, Raleigh NC 27609. Phone [phone]. Fax [phone]

Mr. Bob Zarzecki
August 31, 2004
Page 2
2. We have added additional labeling and lot numbers to the impact maps.
Please understand that the lot numbers are preliminary and subject to change.
We have also added the existing topographic information to the impact maps
to help visualize the constraints of the site.
3. As with item 1 above, we have not yet completed detailed design of all these
road crossings and they will not be completed for some time. We have
however completed the construction drawings for Impacts A-1 and B-1 and
they were included in our original submittal. Since that time we have also
completed the design of Impacts 12-2. Details of this crossing have been
added to the impact maps. We have also noted that all permitted crossings
will be designed and installed in accordance with the conditions of the permit,
which will include placing the culvert invert a minimum of one foot below the
existing channel invert to allow for the passage of aquatic life.
4. We have added the details of these antiseep collars to the impact maps for
Brightleaf. They will also be added to the impact maps for the sewer outfall
being permitted under a separate application.
5. Diffuse flow will be provided at each stormwater outlet from the roadway at
each road crossing of a Neuse Buffer, outside of the buffer. The design at
Impact A-1 was included in the original impact mapping and is typical of the
design and calculations that will be provided to DWQ at a later time as the
detailed design of each crossing is completed.
6. We have included the small area between Impacts 19-3 and 19-4 as being
impacted.
7. Revised plans have been prepared for the sewer outfall, which is a separate
permit application, which eliminate many of these impacts.
S. hese Impacts are for berms and slopes, which are part of the various
tormwater detention devices proposed for the development. This is allowed
m Zone 2. No discharge of untreated stormwater will be allowed within the
buffer.

Mr. Bob Zarzecki
August 31, 2004
Page 3
Minimization
1 a. Unfortunately this portion of sewer cannot be rerouted due to topographic
constraints. We have added the existing topographic data to the plans to make
.this apparent.
lb. These sewer lines cannot be rerouted or combined due to topographic
constraints.
J lc. We have moved this sewer to the north to cross the draw upstream of the
buffer, eliminating the buffer impact associated with Impact 16-1.
1 d. We anticipate that the size of the culverts to be used in the stream crossing of
Lick Creek with the Northern Durham Parkway and the topographic constraints
will preclude shifting Impact 3-6 to be contained within the right of way of the
Northern Durham Parkway.
le. We have revised the sewer alignment in this area to eliminate Impact 3-7.
J lf. Due to topographic constraints these lines cannot be consolidated into only
one crossing. However we can eliminate Impact 3-11 by connecting the line ~
upstream of that crossing to the east to the line that requires Impact 3-10.
lg. We originally put this sewer in the buffer to avoid an impact to the wetlands
area located just north of the proposed sewer. However we have found a way to
route the sewer between the two cul de sacs located to the north such that Impact
3-5 can be eliminated.
lh. We have revised the route of the proposed sewer to eliminate Impact 19-1. l
However, due to topographic constraints we can not eliminate Impact 19-2. +/
1 i. That line is actually a survey tie line to document the location of the isolated
wetlands to the property line. Since the sewer line is to cross just downstream of
the wetlands, no impact was indicated.
lj. Due to the topographic constraints, the 200 foot wide power line easement
and the metal power line tower, we are unable to relocate this sewer line and
cannot eliminate Impact 38A-1.

Mr. Bob Zarzecki
August 31, 2004
Page 4
J lk. We have rerouted this section of sewer to eliminate Impact 12-1.
11. We have rerouted this section of sewer to eliminate Impact 11-1.
2a. These lots are still very much buildable. Holding a 20 foot front yard setback
and a 50 foot deep building envelope requires a lot that is only 70 feet deep from
the road right of way to the wetlands. We have revised the road alignment and
lot layout in this area slightly to make sure that all lots are clearly buildable.
2b. In order to provide the two access points to any section of 60 or more lots
required by Durham to meet public safety and emergency service access issues, a
road in the vicinity of Impact 3-13 is necessary. Shifting the road to the north
crosses a similar wetlands area and does so across much rougher topography.
Shifting this road to the south takes it across a much larger pocket of wetlands.
Therefore we believe that Impact 3-13 as currently proposed minimizes the
negative impact of the construction.
2c. Impact 16-2 was an allowable lot fill impact to Zone 2. While we are no
longer showing this impact, please understand that it can and likely will be made.
2d. We cannot consolidate Impacts 19-3 and 19-4 into one impact due to
intersection separation requirements. As discussed in the following paragraph
copied from our original justification letter we cannot eliminate either of the
crossings.
19-3 This is a very difficult area of the site to deal with. With the location
of the draws, the steepness of the topography, the alignment of the street
system, and the design criteria for the streets, we have very limited options in
this area. The alignment of the Northern Durham Parkway is set by
NCDOT, the Thoroughfare Plan for Durham, and the stringent vertical and
horizontal design standards mandated for this thoroughfare. The required
separation between intersections along the Northern Durham Parkway
further dictates the placement of the intersection with Golden Belt Parkway
just west of impact 19-4. Due to the controlled access and intersection
separation requirements associated with the design of this thoroughfare,
shifting this intersection to the north or south would conflict with the ability
to provide a second access to Northern Durham Parkway to the south, or the
access to the north which will serve Tract 10 and the proposed Durham
County school site located just north of Lick Creek. Given these constraints,
we have proposed to cross as close to perpendicular as possible.

Mr. Bob Zarzecki
August 31, 2004
Page 5
19-4 This impact is greatly constrained by the conditions outlined in 19-3
above. Without this proposed crossing, the area of approximately 4 acres
located west of stream 19 and east of the Northern Durham Parkway could
not be accessed. Again we have tried to cross as close to perpendicular as
possible given the significant topographic and roadway design constraints.
Given the design speeds and traffic volumes anticipated upon completion of the
Northern Durham Parkway, the 300 feet of intersection separation from the
future north bound lanes currently reflected on the plan is the minimum
separation necessary to provide safe movements and adequate stacking along
Golden Belt Parkway between the Northern Durham Parkway and O'Brien
Court, Woodsdale Drive intersections.
However we have been able to revise our plans in order to eliminate Impacts 19-5
and 19-6.
2e. Impact 20-2 is necessary in order to meet the requirements for two access
points as discussed in section 2b above. While we could move this section of
roadway to the north, downsteam of this section of isolated buffer and wetlands,
we felt that due to the topography and proximity to Lick Creek, it would be less
of an overall impact to put the road in the location currently illustrated by Impact
20-2.
2f. Impact 3-1 is to be a road crossing over a natural bottom culvert span,
therefore no channel impact is listed. Due to the constraints of the design,
FEMA approval and construction of this culvert, it is necessary to route the
waterline in this street out of the street section and downstream of the culvert.
This will allow for the construction of the water line and provisions for adequate
fire protection services prior to the final approvals for the construction of the
culvert. We have added Impact 3-13 to the plans to account for. the construction
of this waterline.
2g. As we outlined in item 2d above, we have revised the plans to eliminate
`' Impact 19-6.
2h. Due to topography, the unusual shape of the boundary, the location of the
200 foot wide power line easement, and street access requirements, we`are unable
to eliminate Impact 37-1. However we have revised our plans to eliminate
Impact 37-2.

Mr. Bob Zarzecki
August 31, 2004
;Page 6
2i. We have moved the parking area.
2j. As stated in the justification letter submitted with the original application we
have no ability to move this section of roadway. The following paragraph is
taken from the justification letter regarding this impact
A-1 In justification of the impacts that will be caused by the construction of
Adams Street across the Wellons property it should be noted that the location
of the intersection of US 70 and Adams Street was set in accordance with a
1946 record plat which dedicated the right of way for Adams Street. The
location is also determined by the need for the relocation of an existing
median break on US 70 which must align with the opposing right of way of
Adams .Street on the other side of US 70, which was also dedicated in the
1946 recording. The design represented in these plans pushes the minimum
horizontal alignment requirements for adequate sight distances, vehicle and.
pedestrian safety in order to minimize the extent of the impacts. These same
safety design criteria and the location of the existing Adams Street right of
way, preclude any alignment which would avoid impact to these streams.
The existing alignment of Sanders Avenue, located approximately 1100 feet
east of our proposed construction of Adams Street is not an appropriate
access to this proposed development of over 2000 homes. The right of way is
dedicated and an existing two lane road extends between existing homes and
businesses along Sanders Avenue. Widening this existing roadway to the
multilane section required of a development of this size would require the
acquisition of additional right of way, causing significant damage to the
existing properties. Our clients do not have the power of condemnation to
force the owners to dedicate the additional right of way, nor would the
property owners fronting Sanders Avenue be pleased with the prospect of
traffic from a 2200 home development being channeled across their front
yards.
In addition there is no currently dedicated right of way west of US 70 for Sanders
Boulevard such that a full intersection and continuation of Sanders to the west
may never occur. Copies of these 1946 record plats are enclosed for your use.
Unexplained items on Site Plan
1. This is an indication of an easement around a proposed stormwater device.
We have removed it from the wetlands area.

Mr. Bob Zarzecki
August 31, 2004
Page 7
2. This is a sewer easement, which we must dedicate to allow a future sewer
connection from the adjoining property owner. Since there is no impact
proposed to be made as part of our construction, only an easement
dedication, we have not indicated this as an impact. In the future, if this
connection is ever made, the adjoining property owner will apply for the
impact.
3. This is also an indication of an easement around a portion of the proposed
storm drainage system. We have removed this from the buffer.
Other Issues Raised During the Meeting
Todd Tugwell requested additional information regarding the status of the
Northern Durham Parkway. The Northern Durham Parkway, formerly
known as Eno Drive, has been on the Transportation Improvement Program
for some time. The section through Brightleaf is a portion of the project
designated by Project ID R-2631. It is to connect to US 70 at Page Road near
the Wake County line, cross the Brighfleaf property, and continue across NC
98 to I-85. According to the information on the Durham-Chapel Hill-
Carrboro Metropolitan Planning Organization website, planning for this road
is currently in progress, design is to be initiated in 2004, right of way
acquisition is to begin in 2006, and construction is to begin in 2008. A copy
of this information is attached for reference.
Thank you for your continued assistance with this application.
Sincerely,
Thomas F. Craven, PE
Priest, Craven & Associates, Inc.

DURHAM-CHAPEL HILL-CARRBORO METROPOLITAN PLANNING ORGANIZATION
L ENGTH TOTAL P RIOR YRS. COST
ID NO. COUNTY ROUTEICITY LOCATION AND DESCRIPTION (MI) EST. COST WORK TYPE FUNDING ESTIMATES SCHEDULE
(KM) COST (THOU.) (FISCAL YEARS)
(THOU.) (THOU.)
R-2631 ' DURHAM NEW ROUTE DURHAM NORTHEAST LOOP (NORTHERN DURHAM 6 4 BOB00 1000 PLANNING IN PROGRESS
PARKWAY). I-85 (NORTH) TO US 70 (EAST). MULTI- 10 3 DESIGN SFY Oa
LANES, PART ON NEVJ LOCATION.
RIGHT-OF-WAY T 14500 SFY O6 07
CONSTRUCTION T 11300 SFY OS
CONSTRUCTION T 54000 POST YEARS
R-3436 ORANGE NEW ROUTE HILLSBOROUGH WESTERN BYPASS, US 70 TO NC 57. 2.9 6800 RIGHT-OF-WAY STP 200 POST YEARS
T~VO LANES ON NEW LOCATION. a 7 CONSTRUCTION STP 6600 POST YEARS
UNFUNDED PROJ ECT
U-9999A CFIATF-IAM VARIOUS DCIiC DA FUNDS. 30494 11051 CCNSTRUCTION STP 19443 FFY 02 03 04 05 06 07 08
DURHAM IN PROGRESS
ORANGE
U-2803 ORANGE CARRBORO SR 1919 (SMITH LEVEL ROAD). ROCK HAVEN ROAD TO 0 6 3300 300 DESIGN IN PROGRESS
BRIDGE NO. 88 WIDEN TO MULTI-LANES. t 0 RIGHT-OF-NAY S 600 SFY 02
CONSTRUCTION S 2400 SFY 04
U-3100 ORANGE GARRBORO SR 1009 (HILLSBOROUGH ROAD), LORRAINE STREET TO 1 9 5340 3290 PLANNING SFY 03
SR 1107 (OLD FAYETTEVILLE ROAD) AND ALONG SR 3 1 DESIGN SFY OB
1107 TO NC 54. WIDEN TO A THIRTY- SIX FOOT CURB
AND GUTTER FACILITY. RIGHT-OF-I~NAY S 300 SFY 08
CONSTRUCTION S 1750 POST YEARS
PART UNDER CONSTRUCTION
IJ
C U-624 ORANGE CFIAPEL f-IILL NC 86 (SOUTH COLUMBIA STREET), SR 1906 (PUREFOY 0.7 2950 100 PLANNING IN PROGRESS
ROAD) TO SR 1902 (MANNING DRIVE). WIDEN TO 1 1 DESIGN IN PROGRESS
INCLUDE BICYCLE LANES.
RIGHT-OF-WAY STP 850 FFY 03
CONSTRUCTION STP 2000 FFl' OS
U-2805 ORANGE CHAPEL HILL SR 1777 (HOMESTEAD ROAD), SR 1834 (HIGH SCHOOL 1.4 7200 300 PLANNING IN PROGRESS
ROAD) TO NC 86. WIDEN TO THREE LANE SHOULDER 2.3 DESIGN IN PROGRESS
SECTION.
RIGHT-OF-WAY STP 40L'0 FFY 03
CONSTRUCTION STP 2900 FFY 04
U•2909 ORANGE CHAPEL HILL SR 1780 (ESTES DRIVE), SR 1772 (GREENS80RG 1.7 6600 1000 PLANNING IN PROGRESS
CARRBORO STREET) TO NC 86. WIDEN TO THREE LANES WITH 2.7 DESIGN FFY 04
FOUR FOOT PAVED SHOULDERS.
RIGHT-OFWAY SIP 1500 FFY O6
CONSTRUCTION STP 4000 POST YEARS
U•3306 ORANGE CHAPEL HILL SR 1733 (WEAVER DAIRY ROAD). NC 86 TO SR 1734 2 8 11050 350 PLANNING Inl PROGRESS
(ERWIN ROAD) AND WIDEN SAGE ROAD. WIDEN TO 4 5 DESIGN IN PROGRESS
FIVE LANES. PART ON NEW LOCATION.
RIGHT-OF-WAY STP 4000 FFY 03 O4
CONSTRUCTION STP 6700 FFY 05 06
'' INDICATES INTRASTATE PROJECT ALL SCHEDULES SUBJECT TO AVAILABILITY OF FUNDS

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Page 1 of 1
todd
From: Jay Nivens [[e-mail]]
Sent: Monday, August 02, 2004 8:52 AM
To: Todd Preuninger
Subject: Brightleaf at The Park Sewer Capacity Exhibit
Todd,
Here is the exhibit we have provided to the city to show the capacity of the trunk line
and the area of service shaded in blue). The trunk line is sized for 1184.68 acres. Our
project is only 687.3 acres of the basin. I can send you the spreadsheet if needed.
Thanks,
Jay Nivens
Yarbrough-Williams & Houle, Inc.
704-556-1990 x117
8/2/2004

BI~IGHTLEAF AT THE PACK
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SCALE: 1 "=1200' DATE: 4-13-04
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WETLANDS 1401 GROUP
SEP 13 2004
WATER QUALITY SECTION

.• ~~ DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
RO. 80X 1890
WILMINGTON, NORTH CAROLINA 28402-1890
,luly 29, 2UU4
- ~N REPLY DEFER TO
Regulatory Division
Action ill No. 200420413 & 200420594
Mr. Richard Westmoreland
Rhein Brightleaf, LLC
4000 Westchase Boulevard
Suite 3 ] 0
Raleigh, NC: 27607
1V.lr. licnton R. Ohmann
St. Lawrence )domes
7200 I~ alls of the Neuse Road
Suite 300
Raleigh, NC 27615
Dear Messrs. Westmoreland and Ohmatui:

SEP ~ :~ ~u~4
ware t~tl~i.l? rY ~~crioN
Reference is made: to the application received in otrr office on June 14, 2004, submitted
on your behalf by Mr. Todd Yreuningcr of Soil & F.,nvironrx;ental Consultants, Inc., for
Department of the Army (DA) nationwide permit authorization Ic>r the proposed construction of
a sewer main needed to serve l3rightlea~I'at the Park Subdivision and Village Creek Subdivision.
Reference is also made to the application received in our office on July 7, 2UU4, which requests
nationwide permit authorization I'or additional activities required for the developrncnt of
Bxightlcaf at the Park_ The two subdivisions are situated on adjoining parcels aI' land north of
Highway 70 and east of Sharon Road, adjacent to Lick Creek in the Neuse River Basin, in
Durham County, North Carolina. Your permit requests are to impact waters oi'the iJnited States
and their adjacent wetlands subject to our regulatory at;thorny pursuant to Section 404 of the
Clean Water Act.
Nationwide Permit General Condition 19 requires that pr~jccts mutit be designed and
constructed to avoid and minimize adverse effects to waters of the United States to the maximum
e:+ctent practicable at the project site (i.c., onsite). Your permit application tier the proposed sewer
main construction lists temporary impacts to 212 linear feet of stream channel and 1.111 acre of
wetland, and i.ncludcs numerous crossings of Water of the tJ,S, several of which show no eff'vrt
to avoid impacts. Based upon a review of the submitted plans, it appears that a.ltcrnativc sewer
ali.~;runents e:ci.st that would significantly reduce or avoid impacts to wetlands and stream
channels. Furthermore, once we concur with your j~LStification for avoidance and irinimi~ation
6~Z'd L9b69fr8~O1 ~W02f~ O~~tiT b00Z-z0-Jfld

of your proposed impacts, mitigation wil..l be required for areas where certain functions and
values of the waters of the U S are permanently adversely affected, such as the conversion of a
bottomland hardwood forest to a herbaceous wetland within the permanently maintained utility
line right-of--way. Accordingly, the construction activities proposed in your permit application
do not meet the Nationwide Permit Ciencral Conditions, and will require individual 1713 permit
authorization (application enclosed),
In preparing your individual penn_it application, please note that the DA and the Ll_S.
Environmental Protection Agency (EPA) signed a memorandum of agreement (MOA) on
February 6, 1990, that established procedures to dcterrnine the type and level of mitigation
necessary to comply with the Clean Water Act Sectiott 404(b)(1) Ciuidclines. This MOA
provides for first, avoiding ixnpacts to waters and wetlands through the selection of the least
damaging, practical alternative; second, taking appropriate. and practical steps to minimize
impacts on waters and wetlands; and finally, compensating for any remaining unavoidable
impacts to the extent appropriate and practical. To enable us to process your application in full
compliance with this lVIOA, we request that you provide the following additional information:
a. Permits fir work withi» wetlands or other special aq~iatic sites are available otily if the
proposed work is the least environmentally damaging, practicable alternative. Please htmish
infot~nation regarding any other alternatives, including upland alternatives, to the work for which
you have applied and provide justification that your selected plan is the least damaging to water
or wetland areas. Specifically, we need inform.~,tion regarding ot~ site alternatives, as well as
alternative ozt-site designs that would result in reduced impacts to streams and wellands_
b_ It is necessary for you to have taken all appropriate and practical steps to minimise
wetland losses. Please indicate all that you have done, especially regarding development and
modification of plans and proposed construction techniques, to minimize adverse impacts_ Such
information would include an evaluation of roadway and sewer alignmentti that could reduce or
avoid impacts to streaans and or wetlands. For example, it appears that by designing more
perpendicular crossings ar by moving the sewer corridor slightly uphill you could minimize
impacts. These alternatives should be thoroughly discussed ui your application, and justification
should be provided as to why the proposed alternative was selected.
e. Finally, the MOA requires that appropriate and practical mitigation will be required
For all unavoidable adverse impacts remaining after all appropriate and practical txtiiumization
has been employed. Please indicate your plan to lr,itigate for the projected, unavoidable loss of
waters or wetlands (including temporary impacts resulting from sewer construction) or provide
information as tv the absence of any such appropriate and practical measures. Both applications
submitted for our rev.i.ew propose payment into the North Carolina Ecosystem Enhancemertt
Prolratn, but neither indicates the amount or type of rnitigatian proposed. Additionally,
preservation of the remaining 9.67 aereti of wetland located on the Brightleaf tract may be
utilized to ofFset unavoidable impacts to jurisdictional wetlands; however, preservation alone
will not adequately compensate for the currently proposed impacts to aquatic resources.
2
6~~'d L9b69t~8~01 ~WObd BENT b0az-Z8-Jfld

Your individual permit application must also include impacts associated with all
proposed activities related to the development. The second permit application, received on July
7, 2004, which requests authorization for remaining constntetion activities required for the
cv-lstruetion of Srightleaf at the Park Subdivision, lists additional impacts to 0.49 acre of
wetland and 1,175 linear feet of stream channel, including 51 feet identified as having important
aquatic fiznction_ These impacts must be included in your individual DA permit application-
Additionally, there are several high ground parcels located in the project area that do not have a
site plan. Please include information regarding the future use of these areas, even if the plans are
only preliminary, to allow us to assess the potential cttmuiative impact t1k~t would result from the
whole development. If deveivpm~ent is not planned in these areas, they should be treated as
upland alternatives to the proposed impacts.
Finally, based vn .information submitted with your applications, it appears that the two
developments may not be separate and complete with independent utility. When the; delineation
was initially z~evicwcd, the two parcels were treated as one property. Similarly, with your
application for Nationwide Permit >`2 authorization f~~r the sewer main construction, you imply
that development o~l'the two properties is i~,terconncctcd. If we determine that the two
developments comprise a single and complete project for the purposes of. DA permit
authorisation, all impacts required for the construction of both subdivisions should he included in
the revised permit application. To assist us in making this determination, please submit
additional information regarding the independent utility of each of the two developments (c.g.,
shared amenities, sewer main service area, constructivrt sequencing, property ownership, road
access, etc).
!f you choose to modify yvur plans and reduce the extent oi' impacts to aquatic resources
that will result from your proposed activities, you may resubmit an application for nationwide
permit authorization. Please note that much of the information discussed above will also be
required for our evaluation ofyour m,odificd nationwide permit application. This would include
izzti~rmation detailing all impacts required for the entire development, on-site avoidance and
minimization, and your plans to mitigate the impacts to aquatic resvurecs.
Nlcase be re~mindcd that issuance of DA audlorization m~ctit precede any placement of
excavated or fill material within any waters of the U.S. on your property. Should you have any
questions regarding your application for llA permit authorization, please call Mr. Todd Tugwcll
with the Raleigh Regulatory Field Oftce at [phone], extension 26.
Sincerely,
~~' ~~v
Jean B. Manuele
(Thiel; Raleigh Regulatory
1~ field Office
6~b'd Z9b69b8~01 ~W0~1.~ T~~~T b002-Z0-Jfld

>rnclosure
Copies t'urnished (without enclosure):
Mr. John Domey
North Carolina Department of Environment
and Natural Resources
Division of Water Quality
Wctland/401 Unit
ifiSO Mail Service Ccntcr
Raleigh, NC 27699-1bS0
North Carolina Department c?.f. Environment
and Natural Resources
Ecosystcrn Enhancement Program
1619 Mail Service Center
12aleigh, North Carolina 27C99-161.9
4
6~S'd L.9b69b8=01 ~WO~Id S~~TT b00Z-z0-Jllti

APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT
/33 CFfT 325/
The Public burden for this collection of information is estimated to average 10 hours per response, althpUgh the majority of applications should
require 5 hours ar less. Thlg includes the time for reviewing instnrctions, searching existing data Sourtcs, gathering and maintaining the data naador
and completing and reviewing the collcetion bf information. Send comments regarding this burden estimate or Any other aspect of this collection o/
information, including suggestions for reducing this burden, to Department of Defense. Washlrtgton HCadquartars Service Di-r,Ctorate of Information
Operations and Reports. 7215 Jefferson Davis Wighway, Suite 1204, Arlington, VA 22202-4302; and to the Offitc of Management end Budget,
Paperwork Reduction Project (0710-0003),. Washington, DC 20503. Respondents sltoukf be aware that notwithstanding any other provision of law
no parson shall be subject to any penahy for failing to comply with a collection of information if it does riot display a currently valid OMB control
number. Please DO NOT RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer havinf
jurisdiction over the location of the proposed activity.
PRIVACY ACT STATEMENT
Autharitivs: Rivers and Harbors Act, SoCtion 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marino Protection ,Research and
Sanctuaries Act. Section 703. 39 USC 1413. Principal Purpose: Information provided on this form will be used in evaluating the appllCatlon for a
permit. Routine Usas: This information may bo shared witfi the Dopartmant of Justice and other federal, state, and local government agencies.
Submission of requested information is voluntary, however, if information is not prpvlded the permit application cannot t1e Evaluated rtor Can a peat
be issued.
One set of original drawings or good reproducible copies which show the location and ellaraeter of the proposed activity must be attached to this
application [see sample drawings and instructional and be submitted to the District Engineer having jUrlsdiclion over the location Of the proposed
activity. An appllcatlon tftat is not completed In full will be returned.
1. APPLICATION NO. ~ 2. FIELD OFFICE CODE 13, DATE REC61VEb 4. DATE APPLICATION
I COMPLETED
5. APPLICANT'S NAIvIE
6. APPLICANT'S ADDRESS
e. Residence
b. ftusiness
CODE
1 1 , STATEMENT OF AUTHORIZATION
I hereby authorize, to act in my bahall as my agent in the processing of this applic3tiu
upon request, supplemental information in rapport of ttris prarttit application.
APPLICANT'S SIGNATURE
DATE
NAME, LOCATION AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE /.ew /ncrn„~,.i,.xr/
13. NAME OF WATERSODY, IF KNOWN yryyran/a
15. LOCATION OF PROJECT
COUNTY STATE
15 OT1•IER LOCATION DESCRIPTIONS, IF KNOWN, r.~..+~,.,y.,,,,y;,.~:i
17. OIRfGTIONS TO TWE SITE
OMB APPROVAL NO. 0710-0003
Expires becemher 31, 2004
8. AUTHORIZED AGENT'S NAME ANb TITlE lwn~pw,r/:e„nr.wr~AU~9
9. AGENT'S ADDRESS
10. AGENT'S PHONE n
~. Residr;ncu
h. Business
14. PROJECT STREET ADDRESS ~rpr>µee,.4,rr/
45, Jul 97 EDITION OF FEB 94 IS OBSOLETE. (Proponent;
6~9'd L9b69b8~01 ~WO~Id T~~TT b00Z-z0-Jfld

18. Nature of Activity lawcab~b~+•irgr~~ ~~++'~~!
18. Project Purpose eh.'inirOrr eiPr~sr e~ d+i 0/9~~ a•. osr~rcu••s! ' ' ,1 ~ ,
USE BLOCKS 20-22 IF DREDGED AND/OR_FIL MAYERIAL IS Tt) t~ DISCFtARGED
20- Resaontal for Discharge
21. Typa(a) pf Material Boing Discharged and the Amount of Each Type in Cubic Yards
22. Surface Aree in Acros of Wetlands or Other Waters Fined ~..,a:m,~n~,:~
23. Is My Portbrs of the Work Already Complete? Yes_ Oio__ if YES, DESCRIaE THE COMPLETED WORK
24. Addresses of AdjoinMg Property Owners, Lessees, Etc., Whose Property Adjoute the Watarbody Iff more then can be entered here,
please attach a supplemental liatl-
26. List of Other Certlf~oatlons or Approvals/Denieta Received from other Federal, State or Local Agencies for Work Described in 'this Application.
AtiENCY TYPE AP'PROVAL' IDENTIFICATION NUMBER DATE AI'PLtED DATE APPROVED D47E bENIED
2f1. Application is hereby made fo- a permit or permits to authorize the work described in this application. 1 certify that the information in this
apdiCation ;a complete ertd accurate. t further certify that f possess she authority to undertake the work described herein or am eating es the
duly authorized agent of the applicont.
DATE
51GNATUAE OF APPLICANT
SIGNATURE OF AGENT PATE
The application must be signed by the person who deair9s to undertake the proposed aetlvlty lapplieant- o- it may ba tiigned by a duly
authorised agent if fire statement in black 11 has been filled out and sigrrod.
18 U.S.C. Section 1001 provides that: whoever, in any manner within the juNsd~tlon of any dopartmsnt or agency of the United States
knowingly and witllully falsifies, eonoaalg, ar covers up any trick, scheme, or disguis4a a material fact or makes any false, fictitious or
fraudulent statements or reprosantations or makes ar uses any false writing or document knowing same to contain any false, fictitious er
fraudulent statements or entry, shalt be fined nor more than 61p,000 or Imprisoned not more then five yea-c or both.
6~L'd L9t~69b8~01 ~W021~ ti~~Ii b0az-Za-Jflti

instructions for Preparing a
Department of the Army Permit Application
Blocks 7 through 4. 7o be completed by Carps of Engineers.
Block 5. Applicant's Name. Enter the name of the responsible party or parties. It the responsible party is an agency, company,
corporation or other organization, indicate the responsible officer and title. If more than one party is associated with the
application, please attach a sheet with the necessary information marked Block 5.
Block 6, Address of Applicant. Please provide the full address of the party or parties responsible for the application. If more
space is needed, attach an extra sheet of paper marked Block G.
Block 7. Applicant Telephone Number(s). Please provide the number wtlere you can usually be reached during normal business
hours.
Stocks 8 through 11. To be completed if you choose to have an agent.
Block 8. Authorized Agent's Name end Title. Indicate name of individual or agency, designated by you, to represent you in this
process, An agent can be an attorney, buildEr, contractor, engineer or any other person or organization. Note: An agent is not
required. '"`
Blocks 9 and 10. Agent's Address and Telephone Number. Please provide the complete mailing address of the agent, along
with the telephone number where he/she can be reached during normal business hours.
Block 11. Statement of Authorization. To be completed by applicant if an agent is to be employed.
Block 12. Proposed Project Name or Title. Please provide name identrfying the proposed project li.e., Landmark Plaza, Burned
Hills Subdivision or Edsall Commercial Centerl.
Block 13. Name of Waterbady. Please provide Fhe name of any sfrearn, lake, marsh or other warorway to be directly impacted
by the activity, If it is a minor {no Hamel stream, identify the watcrbody the minor stroam enters.
Block 14. Proposed Project Street Address. If the proposed project is located at a site having a street address (not a box
number), please enter here.
Brock 75, Location of Proposed Project. Enter the county and state where the proposed project is located. If more space is
required, please attach a sheet with the necessary information marked 81ock 15.
Block 16. Other Location Descriptions. If available, provide the Section, Township and Range of the site and/or the latitude anc
longitude. You may also provide description of the proposed project location, such as lot numbers, tract numbers or you may
choose to locate the proposed project site from a known point (such as the right descending bank of Smith Creek, one mile down
from the Highway 14 bridge). If a large river or stream, include the river mild of the proposed project silo if known.
Block 17. Directions to the Site. Provide directions to the site from a known location or landmark. Include highway and street
numbers as well as names, Also provide distances from known locations and any other information that would assist in locating
the site.
Block 18. Nature of Aetlvlty. Describe the overall activity or project. Give appropriate dimensions of structures such as
winewalls, dikes (identify the materials to be used in eons•"~~.~ction, as well as the methods by which the work is to be done), or
excavations (length, width, and heightl. Indicate whether discharge of dredged yr fill material is involved. Also, identify any
structure to be constructed on a fill, piles or float supported platforms.
The written descriptions and illustrations are an important part of the application. Please describe, m detail, what you wish to
do. If more space is needed, attach an extra sheet of paper marked Block 18.
6~8'd L9b69t~8~01 ~W0~1~ ti~~Tt b00Z-z0-Jflti

Block 19. Proposed Project Purpose. Describe the purpose and need for the proposed Project. What will it be used for and why?
Also include a brief desgiptbn of any related activities to be devebped as the result of the proposed project. Give the
approximate dates you plan to both begin and complete all work.
Block 20. Reasonts) for Discharge. ff the activity irnolves the discharge of dredged and/or fill material into a wetland or other
waterbody, induding the temporary placement of material, explain the specific purpose atthe placement of the material (such
as erosion control).
Block 21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards. Describe the material
to be discharged end amount of each material to be discharged within Corps jurlsdictlon. Please be sure ft-i8 description will
agree with your fiiustratlons_ Discharge material includes; rock, sand, clay, concrete, etc.
Block 2Z. Surface Areas of Wetlands or Other Waters Filled. Describe the anEa to be filled at each location. Spedficalty
identify ths surface areas, or part thereof, to be filled. Also include the means by which the~dlsd~arge is to be done (backhoa,
dragfine, etc,), ff dredged material is to be discharged on an upland site, kientify the site and the steps to be taken (if
necessary} to prevent rtlnotf from the dt~edged material bade Into a waterbody. ff more space is needed, attach an extra sheet
of paper marked Bbclc 22. .. .
Block 23. Is Any Portion of the Work Already Complete? Provide any badcgrtwnd on any part of the prpppsed project
.alrearjy completed.. Deseribe.the, Brea ahrady developed, structures completed, any dredged or fil! material atr+eady
discharged, the type of material, vokpTle h1 cubic yards, acres filled, if a wetland oa other waterbody (in acres Or square feet). ff
the work was done ur-der an existing Corps plarrrtit, identlfy ttte authori¢atioon if possible.
Block 24. Names and Addresses of Adjoining properly Owners, Lessees, etc., Whose Property AdjoMs thi Pro)eGt '
Site. List ix3mplete names and fuA mailing addresses of the adjacentprnparty owners (public and private) lessees; eta,
whose property adjoins fhe watertwdy ar~aquAtto site Where the work is .ba~rg~ Proposed so' that they may be notified of the
proposed activity (usually by public notice). if more space is needed, attach an .extra sheet of papal marked 91pdc 24,
Information regarding adjacent landowners is usually available through the office of the tax assessor in the county
of counties where the project b to be developed.
Block 25. Information about Approvals or Denials by Other Agencies You may need the approval of other Federal,
state or local agencies for your project. Identify any applications you have submitted end the status, r€ any (approved or
denied) of each appgcatlon. You need not have obtained all other permits before applying for a Corps permit.
Block 26. Signature of Applicant or Agent. The application must be signed by the owner a other authorized party (agent)
This signature shall be an affirmation that the party applying for the permit possesses the requisite property rights to
undertake the activity applied for (induding compliance with specie! conditions, mftigatlon, etc.}.
DRAWINGS AND It.i.USI'I~ATlONS
DRAWmIas Min II.LUS7RAnONs
General Infomnatiion,
Three types of illustrations are needed tv properly depict the work to be undertaken. These illustrations or drawings are
identified as a Vic;iriity Map, a Plan Viaw or a Typical t*rb:~Ssction Map. Identify eacFi illustration'~vith a figure or attachment
number.
Please submit one original, or good quality copy, of all drawings on 81/2x11 inch plain white paper (tracing paper or film may be
substituted). Use the fewest number iif sheets necessary for your drawings or illustrations.
Each illusuation should identify the project, the applicant, and the type of illustration ivicinity map, plan view or cross-ssctionl ,
While iuustrstions need not tre professional (many small. private project illustrations are prepared by handl. they ahiould be
dear, accurate and contain ap necessary information.
6~6 ' d L9b69b8 ~ Ol ~ WOi'i.~ Z~ ~ I Z b00Z-z0-JlltJ

~~
.~..,~~~
NCDENR
North Carolina Department of Environment and Nature! Resources
Division of Water Quality
Michael F. Easley, Gavemor
July 22, 2004
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Rhein Brightleaf, LLC
Attn: Mr. Richard Westmoreland
4000 Westchase Blvd., Suite 310
Raleigh, NC 27607
Subject Property: Brightleaf at the Park
Lick Creek
REQUEST FOR MORE INFORMATION
Dear Mr. Westmoreland:
William G, Ross, Jr., Secretary
Alan W. Klimek, P.E„ Qirectar
DWQ Project # 04-1111
Durham County
On July 7, 2004, the Division of Water Quality (DWQ) received your application dated July 7, 2004 to impact
0.49 acres of wetlands, 0.045 acres of isolated wetlands, 1,490 linear feet of streams and 222,405 square
feet (ftz) of riparian buffer to construct the proposed Brightleaf at the Park Subdivision. The DWQ has
determined that your application was incomplete and/or provided inaccurate Information as discussed below.
The DWQ will require additional information in order to process your application to impact protected
wetlands, streams and/or buffers on the subject property. Therefore, unless we receive the additional
information requested below, we will have to move toward denial of your application as required by 15A
NCAC 2M ,0506 and 2B .0233(8) and will place this project on hold as incomplete until we receive this
additional information, Please provide the following information so that we may continue to review your
project.
Additional Information Requested:
General Comments:
1. Please provide lot layout including footprints of homes, driveways, and other impervious
features in order to assess the percentage of impervious cover at the site. Despite being
below 30%, DWQ may require starmwater control, because of dense concentrations of
development and the potential reduction in filterting capacity of an already impervious
landscape (Triassic Basin} due to proposed stream and wetland impacts.
2. Please provide the following detail in order to better interpret and refer to features and
impacts in your site plan: street names, labels for stream and wetland features, and lot
layout numbers.
Jt WetlandsCediticationllnit
350 Mal! Service Conter, Raleigh, North Carolina 27699.1650
321 Crabtree Boulgvard, Suite 250, Raleigh, North Carolina 27fi44
hone: 919-733-1786 / 1=AX 918.733.6893 / Intemel http://h2o.enr.gtate.nC,V;rLP~Hands
n Equel OpporlunirylAttirmative Action Empbyer - 50°6 Reeycled110% Post Consumer Paper
One
NorthCarolina
~gtur~lCt~
b~2•d Z9b69b8~01 ~WO~id 8i~LT b002-9Z-1rl!'

EYhein Brighleaf, LLC
Pagc 2 of 3
7/22/04
3. Please provide 1"=50' drawings and details for all road crossings including rip rap
dissipater pads and culvert dimensions.
4. Please provide anti-seep collar design and confim~ation that these will be used in
all sewer line crossings through wetlands as per Condition 16 of WQC #3374.
5. Please indicate diffuse flow provisions into buffers at all road crossings.
6. Please clearly indicate remaining wetlands and streams on site that will not be impacted
and those to be preserved.
7. There are numerous parallel buffer impacts shown in Zone 1 related to a concurrent
application for a sewer line impacts (DWQ# 04-0954). Please clarify whether these
impacts are intended or are simply mistakes on your plan. Parallel impacts to Zone 1
will not be permitted.
8. There are several instances of stormwater devices in Zone 2 of the buffer (Impact 2-2,
8-3, 7-1, 7-2, 3-13, 2-2, 19-5). Please move these devices out of the buffer,
Minimization_
1, There are numerous instances where this office believes sewer lines could be reconfigured
or consolidated to minimize impacts to streams, wetlands, and buffers. They are as follows:
a. Impact 8-2. Reroute this sewer line to the west around isolated stream and wetlands.
b, Cmpacts 3-3, 7-3, and 3-4. Consolidate these crossings into one single crossing.
c. Impact 16-1. Move this sewer line to cross at Impact #16-3 (Wetlands Road Crossing).
d. Impact 3-6. Realign sewer line to future Northern Durham Pkwy.
e. Impact 3-7. Move sewer line to east to avoid wetland impact.
f. Impacts 3-9, 3-10, 3-11, and 3-12. These sewer lines can be consolidated into one
single crossing.
g. ~Irnpact 3-5, Move sewer line out of buffer.
h. Impacts 19-1 and 19-2. Move this sewer line to the west to avoid wetlands and buffers.
i. Impact to SE of Impact 3-10 (not accounted for in PCN). Move sewer line to the east to
avoid isolated stream.
j. Impact 38A-1. Move sewer line northwest out of wetlands.
k. Impact 12-1. Eliminate this sewer line or explain why it is necessary.
I. Impact 11-? (south of Impact 11.2). Move sewer line out of buffer.
2. Additionally there are several impacts associated with road crossings and lot fill that this
office believes to be unnecessary, Please eliminate or minimize these impacts or provide
a justification for them.
a. Impact 11-3. Lots associated with this fill will still be unusable because of the presence
of the intermittent tributary to the west.
b. Impact 3-13. Please provide justification for this crossing or eliminate it.
c. Impact 1fi-2. Please provide justification for this fill or eliminate it.
~i~'d L9b69b8~01 ~WO~~ BI~ZT b00Z-9Z--Ill!'

Rhein Brighleaf, LLC
Page 3 of 3
7/22/44
d. Impacts 19-3 and 19-4, Consolidate these crossings or eliminate one to reduce the
number of stream crossings in this area.
e. Impact 20-2. Please provide an explanation as to why this crossing is necessary or
eliminate impacts.
f. Impact 3-1. This impact to perennial waters does not appear to be accounted for in
the PCN. Please address this impact.
g. Impact 19-6. Please provide justification for this crossing or eliminate it.
h. Impacts 37-1 and 37-2. Please realign the southeast portion of the residential
development to avoid impacts to wetlands, streams, and buffers. If it is not possible
to realign this area, please move Impact 37-2 (roundabout) out of stream and buffers.
i. Parking area on southeastern edge of site boundary. Move parking lat out of Zane 2
of the buffer.
j, Impacts A-1 and B-1. Please realign Adams St, to avoid impacts to wetlands, streams,
and buffers.
Unexplained items on site plan:
1. Please explain the device that crosses the wetlands north of Impact 3-13.
2. Please explain the device in the stream northwest of Impact A-1 (visible on Sheets 4 and 8),
3. Please explain the device in the buffer north of Impact 19-3
Please respond within three weeks of the date of this letter by sending this information in writing to this
office. If we do not hear from you within three weeks, we will assume that you no longer want to pursue this
project and we will consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters or
protected buffers. Please bE aware that any impacts requested within your application are not authorized (at
this time) by the DWQ. Please call Ms. Deborah Edwards or Mr. John Domey at 919-733-1786 if you have
any questions regarding or would like to set up a meeting to discuss this matter.
Sincerely,
r , //
li /t
ohn Domey,
WQ, Wetlands / 401 Unit
JRD/dae
cc: Mike Horan, DWQ Raleigh Regional Office
Todd Tugwell USACOE-Raleigh Regulatory Field Office
File Copy
Central Files
Filename: 041111 Brightleaf(Qurham)hold
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MARCH 31, 2004
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INLAND, CHANNEL AND NEUSE BUFFER IMPACT TABLE
TEMPORARY WETLAND, CHANNEL AND NEUSE BUFFER IMPACT TABLE
IhPAGT SHEET PURPOSE WETLANDS CHANNEL FUSE BUFFER IMPACT
N0. ZOt•E I ZONE 2 TOTAL N0.
SQ. FT. 50. FT. LINEAR FT. SQ. FT. SQ. FT. SQ. FT.
PERMANENT INLAND, CHANNEL AND NEUSE BUFFER IMPACT TABLE
UNIMPORTANT / INTERMITTENT STREAMS
SHEET PURPOSE
WETLANDS CHANNEL NEUSE BUFFER
ZONE I ZONE 2 TOTAL
SQ. FT. SQ. FT, LINEAR FT. SQ. FT, SQ. FT. SQ. FT,
8-2 2 SBfR JURISDICTIONAL 212 0 0 0 0
3-3 2 SEVER JURISDICTIONAL. 0 651 40 2462 773 3235
3-4 - 2 SEVER JURISDICTIONAL 0 676 40 2553 1572 4125
7-3 2 SB~ER JURISDICTIONAL 0 182 40 2069 1262 3331
16-2 2 SEVER JURISDICTIONAL 0 63 40 0 0 0
3-b 3 5E1~ER JURISDICTIONAL 0 524 40 2362 837 3199
19-2 3 SEL^ER JURISDICTIONAL 0 0 0 519 514
3-9 3 SB~ER JURISDICTIONAL 0 222 40 2062 1255 3317
3-2 4 SEVER JURISDICTIONAL 0 627 40 3076 1820 48%
3-14 4 VMTERLINE JURISDICTIONAL 0 182 20 1358 533 1891
38A-I 5 SEDER JURISDICTIONAL 826 0 0 0 0
3-10 6 SEVER JURISDICTIONAL 0 562 40 2649 1282 3981
3-12 b SEVER JURISDICTIONAL 0 55 40 1816 1211 3027
TOTALS 1038 3744 380 20451 11064 31521
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IMPACT SHEET PURPOSE VETLANDS CHANNEL NEUSE BUFFER
N0. ZCNE I ZONE 2 TOTAL
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3-I 4 ROAD CROSSING JURISDIGTICMAL 0 0 0 11288 6731 IB019
TOTALS 0 0 0 11288 6731 18019
TOTALS -JURISDICTIONAL INLLUDIN6 WETLANDS CHANNELS 21715
PERMANENT INLAND, CHANNEL AND NEUSE BUFFER IMPACT TABLE
IMPORTANT /PERENNIAL STREAMS
7-2 2 STGRh41hTER DEVICE JURISDICTIONAL 442 0 0 0 0 0
8-3 2 STC,f~kNTER DEVICE JURISDICTIONAL 428 0 0 0 0 0
II-2 2 ROAD GROSSING JURISDICTIONAL 0 330 115 6980 4433 11413
II-3 2 LOi FILL JURISDICTIONAL 1371 0 0 0 0 0
Ib-3 2 ROAD GROSSING JURISDICTIONAL 1943 0 0 0 0 0
ib-4 2 LOT FILL JURISDICTIONAL 204 0 0 0 0 0
17-2 3 ROAD GROSSING JURISDICTIONAL ib35 184 120 6032 4037 169
19-3 3 RCAD GROSSING JURISDICTIONAL 0 1480 317 23600 14548 38148
20-2 3 ROAD GROSSING ISOLATED 0 853 165 11926 9260 21166
3-13 3 ROAD GROSSINfi JURISDICTIONAL 202 0 0 0 0 0
I-I 4 LOT FILL JURISDICTIONAL 1050 0 0 0 0 0
I-2 4 ROAD GROSSING JURISDICTIONAL 270 0 0 0 0 0
I-3 4 LOT FILL JURISDICTIONAL 218 0 0 0 0 0
I-4 4 ROAD GROSSING JURISDICTIONAL 290 0 0 0 0 0
I-5 4 LOT FILL JURISDICTIONAL 966 0 0 0 0 0
I-6 4 ROAD GROSSINfi JURISDICTIONAL 859 0 0 0 0 0
I-7 4 LOi FILL AND S&ER JURISDICTIONAL 1534 0 0 0 0 0
I-8 4 LOi FILL AND SEVER JURISDICTIONAL 2372 0 0 0 0 0
12-2 5 ROAD GROSSI N6 JURI SDI GT I ONAL '~~'"~"^~°`l 563 316 2Gb 8320 6783 15103
19-8 5 STCRM~NTER DEVICE JURISDICTIONAL 242 0 0 0 0 0
37-I 5 ROAD GROSSING ISOLATED 1830 0 0 0 0 0
-A-I 8 ROAD GROSSING JURISDICTIONAL 4101 715 243 15008 8638 23646
B-I 8 ROAD GROSSING ISOLATED 1014 0 0 0 0 0
TOTALS 21534 3878 1220 71866 47699 119565
TOTALS - ISOLATED 2844 853 Ib5 11926 9260 21186
TOTALS - JURISDIGTIONN. 18690 3025 1055 59940 38439 98319

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MANHOLE W/ BAFFEL
IE NEECED
db ENERGY
DI 551 PAi l GiJ
DEVICE
SEE DETAIL
\~XISTIN6 GROUND
STDRM ~ 3 +/-
PIPE
RIPRAP -~ 3 I ~
DI S51 PATpR ~ +/-
PAD 3' +/-
-- LI~JE SPILLWAY WITH
GP,ASS LINED BOTTOM GLASS A 3'DIA~TER
RIPRAP
DIFFUSE FLOW LEVEL
SPREADER DEVICE DETAIL
DIFFUSE FLOW
LEVEL SPREADER CALCS.
(13 LF PEi2 I CPS)
~I 13.44 CFS X 13 LF/CPS
= 175,00 LF

SHEET # 9 SCALE: I " =50' H i " =5' V

SHEET # 10
S~ALE~ I'' =50' H I " =5' V
NOTE
FOR ALL CULVERT ROAD CROSSINGS OF WETLAND
AREAS- MEASURES WILL BE INQUDED IN THE
GCxVSTRUCT10rd THAT WILL PROMOTE THE SAFE PASSAGE
OF F15H AND OTHER AQUATIC OP.GANISMB. ALL
CULVERTS WILL BE INSTALLED TO A DEPTH OF ONE
FOOT BELOW THE BED O= THE STP,EAM OR WETLANC.
PCB ALL CULVERT CONSTRUCTION ACTIVITIES, THE
DIhgNSION, PATTEP,N AND PROFILE OF THE STREAM,
IABOVE AND BELOW A PIPE OR CULVERT), SHOJLD NPT
BE MODIFIED BY WIDENING THE STREAM CHANNEL OR
BT REDUCING THE DEPTH DF THE STREAM BEYOND THE
LIMITS OF THE PERMITTED IMPACT. CULVERT
IravERTS WILL BE INSTALLED AT LEAST ONE HOOT
BELOW THE BED OP THE STREAM FOR CULVERTS
GP,EATER THAN 4B INCHES IN DIAMETER FOR
CULVERTS 48 INCHES IN DIAMETEP, AND SMALLER.
CULVERTS MUST BE INSTALLED BELOW THE BED c'7F THE
STREAM TO A DEPTH EQUAL TO OR GREATER THAN 20
PERCENT OF THE DIAMETER OF THE CULVEP,T
BOTTOMLESS ARCH CULVERTS WILL SATISFY THIS
CONDITtpN. A WAfvEP. FROM THE ~PTH
SPEGIFIGATIONS IN THIS REGIONAL CONDITION MAY
BE REQUESTED IN WRITIIJG. THE WAIVER WILL ONLY
BE ISSUED IF IT GAN BE DEMp~STRATED THAT THE
IMPACTS CF COMPLYING WITH THIS REGIONAL
CONDITION WOULD RESULT IN MORE ADVERSE IMPACTS
TO THE AQ'JATIG ENVIRONMENT.

W/ 6EOTExTILE
380 ' __ __ --- ~- ---
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- UkDEPN r,EP-
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SHEET #
SCALE. I '' =5a' H ~ ° =5' V
0- ELrJ ® R/I.1 ' F!=T 3
X- ELE~~ ~ {~,'~i PI~,r1T
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I
NOTE
FOR ALL CULVERT ROAD CROSSING-5 OF t~TLAND
AP,EAS. h~A5URE5 WILL BE INCLUDED IN THE
CONSTRUCTIOIJ THAT WILL PROMOTE THE SAFE PASSAGE
OF FISH AND OTHER AQUATIC ORGANISMS. ALL
CULVERTS WILL BE INSTALLED TO A DEPTH OF ONE
FOpT BELOW THE BED ~ THE STP,EAM OR WETLAND.
FOR ALL CULVERT GOr75TRUGT10N ACTIVITIES. THE
DIMENSION, PATTERN AND PROFILE OF THE STREAM,
IA&'r/E ANC BELOW .A PIPE OR CULVERT). SHpJLD NOT
8E MODIFIED BY WIDENING THE STREAM CHANNEL OR
BY R'cDUCIN6 THE DEPTH OF 7HE STREAM BEYOND THE
LIMITS OF THE PERMITTED IMPACT. CULVERT
IIJVERTS WILL BE INSTALLED AT LEAST ONE FOOT
BELOW THE BED OF THE STREAM FOR CULVERTS
GREATER THAN A8 INCHES IN DIAMETER, FOR
CULVEPTS 4B INCHES IN DIAMETER AND SMPLLER,
CULVERTS r~JST BE INSTALLED BELOW THE BED OF THE
STREAM TU A DEPTH EQUAL TO OR GREATER THAN 20
PERCENT pF THE DIArETER OF THE CULVERT.
BCTTQMLESS ARCH CULVERTS WILL SATISFY THIS
GONDITIQN. A WAIVER FROM THE DEPTH
SPEGIFICATIGn15 IN THIS REGIONAL CONDITIpN MA7
BE REQUESTED IN WRITING. THE WAIVER WILL ONLY
BE ISSUED IF IT CAPJ BE DEMOrJSTRATED THAT THE
IMPACTS OF GQMPL7ING WITH THIS REGIONAL
CONDITION WOULD RESULT IN MORE ADVEfLSE IMPAC75
TO THE P,(,XJP,T 1 C ENVIRONMENT.
IMPACT 3-I
(GOLDEN BELT PARKWAY)

SHEET # 12

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' --------------- ----------._ ._ __.._..__.-..------------ '-----------T~
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350 _ _
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Aar _ -~~
pETAILN 838.70 -~, - ~~~
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_ ___ -__ ..- _..-.__ -- -- .-120.00
- iF
-- - -- -'____ _- - -_ -------- -- ------ _ - - _ - - --__ .- - -- ..----- _ _ _~-.----_~.S ~R
EX.vRADE -~ INLET pR0
--- - - - --~ ----- --- - -- --------- --~1l~EQ~EX
,- ~16' WL -- --- ------UNDERL INEi
-- l7 ~
340 ~__ ___---_ --- ---
---------- ---------------------- -------
- `JFLCCI TY D;I 551 PATOR P'AD ~ --- '~. ~ j
_ _W 2D~0--- _ __ - _ :L- - o_ __ _.
DEPTH=27' ~
- STONE ~-EtiA7`7 3 .. ..._._ _ -w ;_ ___ _I__ ------~ ---- -----±
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330 ,,-_-- - _ _ _-
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---
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_ - ~--(-GOLDEN _ BELT- ~fl~KW_AY) ---~ -----~
'--- ',
--_ -----. --- I
:
- -- ~ _ ~ _ - ------1-- -~-
- I
__
0+00 I+DO 2+00
NOTE
FOR ALL CULVERT P,OAD CROSSINGS OF WETLAND
AREAS, MEASURES WILL ESE INCLUDED IN THE
CGNSTRUCTIDN THAT WILL PROMOTE THE SAFE PASSAGE
--- OF FISH AND OTHFR AQJATIC ORGANISMS. ALL
I CULVERTS WILL BE INSTALLED TO A DEPTH OF ONE
FOOT BELOW THE BED OF THE STREAM OR WETLAND.
FOR ALL CULVERT GONSTP,UGTION AGTI`JITIES, THE
DIMENSION, PATTERN AND PROFILE OF THE STREAM
(ABOVE AND BELOW A PIPE OR CULVERT), SHOULD NOT
BE MODIFIED BY WIDENING THE STP,EAM CHANNEL OR
BY REDUU NG THE DEPTH OF THE STREAM $EYOND THE
LIM1T5 OF THE PEP.MITTED IMPACT. CULVERT
INVERTS WILL BE INSTALLED AT LEAST ONE FAT
----, BELOW THE BED OF THE STREAM FOR CULVERTS
GREATER THAN AB INCHES IN DIAMETER. FOR
', CULVERTS 40 INCHES IN DIAMETER AND SMALLER,
CULVERTS MUST BE INSTALLED BELOW THE BED GF THE
STREAM TO A DEPTH EGUAL TO OR GREATER THAN 20
PERCENT OF THE DIAF~TER OF THE CULVERT.
BOTTOMLESS ARCH GULVEP,TS WILL SATISFY THIS
CONDITION. A WAIVER FROM THE DEPTH
SPECIFICATIONS IN THIS REGIONAL CONDITION MAY
_ _ BE REQUESTED IN WRITING. THE WAIVER, WILL ONLY
BE ISSUED IF IT CAN BE DEMONSTRATED THP,T THE
IMPACTS OF COMPLYING WITH THIS REGIONAL
', CONDITION WOULD RESULT IN MORE ADVERSE IMPACTS
I TO THE AC7JAT I G ENV I ROIJMENT.
350 L
'-P,BP -
=CT I ON
ICE
340
330

SHEET # 13
SG~LE: NTS
OR LOCATION E LENGTH
PP,ESSURE-7RFATED
bxb T I hiBERS
8'~
TOP OF WALL - SEE
PLAN FOR ELEVATION
~'

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1[G." ?~~ 41n
BGnxG G~INN
BCr~i <`~~ ~(tUk \i
TYPICAL ANTI-S~~P COLLAR
NTS
TYPICAL EXIST.--L
GROUND PROFILE MIN. 3'-0"
BELOW GRADE
T I M3~R D~TENT I ON L~V~L SPRi=ADE}?
(AKA - DENNIS C. PRIEST MEMORIAL TIMBER DETENTION LEVEL SPREADER)
NO SCALE
3 DI A. GLA55 A 1 2 1
RIP-RAP, b' DEPTH
W/ 6EOTEXTILE FABRIC
UNDERLINER.LOCATED A,T
DOWN STREAM (NON-IMPOUNDMENT)
SIDE -----__ _ ,. ~,
ILE FA$RIG
WASHSTONE F 1=ABRIC SECTION
IN ADDITION TO THE TIMBER BULK, HEADS
AND DJE TO FIELD CONDITIONS THE ABOVE
DETAIL WAS CONSTRUCTED F,TI? EACH DETENTION
DEVICE
3' -0'
SET H BEAM 7~ MIN.
IN GONG_BA,SE ~~JI
MI N. I/4 CU. YD
WEIR WALL SECTION
I /2'X3' WOOD SCREW
TOP TIMBER IN EACH
i CtL I-i-tStHf"I
~R~~~uRE-TREATED
bxb TIMBEP,S
WEIR WALL I''L AN V I EW
NOTE
APJTI-SEEP COLLARS SHALL BE INSTALLED ON ANY
SECTION CF SEWER LINE WHICH RUNS WITHIN
WETLANDS FOR MORE THAN 250 LINEAR FEET,