20110057 Ver 1_401 Application_20110111

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co gineering
F4 En
A division of The John R. McAdams Company, Inc.
?-x-P 1 t oo S ?
LETTER OF TRANSMITTAL
To: DWQ Central Office
Attn: Ms. Lia Gilleski
DWQ 401 - Express Review Coordinator
512 Salisbury Street
Date: January 17, 2011
PAL 11D
HAND DELIVER **
Raleigh, NC 27604
Re: GC 3821 / Neuse Buffer Auth. Application
Job No.: EPH-10000
The Jamison at Brier Creek - Sewer
I am sending you the following item(s):
COPIES DATE NO. DESCRIPTION
5 PCN Application and attachments
1 Check for $2,000
1 CD of application
1 PCN Checklist
1 Stormwater Management Plan w. Detail Sheets
These are transmitted as checked below:
? As requested ? For your use Nzkj M
? For approval 0 @0 °•? R
® For review and comment ? JAN 201
Remarks: MIGI' VATEROUN Y
Please call with questions at 919.361.5000.
THANKS!!!
Copy to:
Signed:
Kevin Yates
Senior Environmental Scientist
FOR INTERNAL USE ONLY
Copy Letter of Transmittal Only to File
® Copy Entire Document to File
2905 Meridian Parkway, Durham, North Carolina 27713
PO Box 14005, RTP, North Carolina 27709
[JEcoEngineering
A division of The John R. McAdams Company, Inc.
Jnauary 17, 2011
Ms. Lia Gilleski
DWQ - 401 Express Coordinator
NC DWQ - 401 Unit
512 North Salisbury Street
Raleigh, NC 27604
Re: GC 3821 / Neuse Buffer Authorization
The Jamison at Brier Greek - Sewer
Raleigh, North Carolina
EPH-10000
Dear Ms. Gilleski:
On behalf of Epoch Properties, Inc., we are applying for a Neuse River Riparian
Buffer Authorization for impacts to Zone 1 and Zone 2 of the Neuse Buffer and NC
Division of Water Quality (DWQ) General Water Quality Certification (GC) 3821
for temporary impacts to an unnamed tributary to the Neuse River, associated with
construction of a section of sanitary sewer line to service The Jamison at Brier
Creek, apartment project. The subject property is + 17.52 acres in size and is
located on the west side of Sellona Street and is adjacent to the east of Aviation
Parkway in Wake County. The subject property is located within the northwestern
portion of Wake County, approximately 1.5 miles northwest of the
Raleigh/Durham International Airport and within the Neuse River Basin of North
Carolina.
• Signed Agent Authorization
• Fig. I - USGS Quad - Southeast Durham
• Fig.2- Wake County Soil Survey (Sheets 17 & 26)
• Fig.3- Existing Conditions
• Fig.3- Existing Conditions w. Aerial
• Fig.4- Overall Site Plan/Impact Map (w. Inset 1)
• Sewer Line Plan and Profile
• SW Drainage Plan w. Topo (North & South)
• Pre=Construction Notification
• USACE Final JD (Action ID # 2010-01362)
• DWQ Neuse River Buffer determination (NBRRO-20)
• SW Calc Book w. Detail Sheets
• FEMA Map
a PCN Checklist
Research Triangle Park, NC
Post Office Box 14005
Research Triangle Park,
North Carolina 27709
2905 Meridian Parkway
Durham, North Carolina 27713
800-733-5646
919-287-4262
919-361-2269 Fax
WETLAND/STREAM MAPPING: Mr. Jamie Shern of the USACE, recently
approved and signed the jurisdictional wetlands map on August 13, 2010 (AID#
2010-01362), verifying Stream A, as the only jurisdictional feature within the
www.ecoengr.com I Oesign Services Focused On Client Success
EcoEngineering
A division of The John R. McAdams Company, Inc.
Research Triangle Park, NC
Post Office Box 14005
Research Triangle Park,
North Carolina 27709
2905 Meridian Parkway
Durham, North Carolina 27713
800-733-5646
919-287-4262
919-361-2269 Fax
Ms. Lia Gilleski
The Jamison at Brier Creek
January 17, 2011
Page 2 of 7
proposed project boundary. This has been previously confirmed with the original
NCDWQ Neuse Buffer determination issued in 1998, by Mr. Danny Smith
(NBRRO-20), and the original USACE jurisdictional determination, conducted by
Ms. Amanda Jones on February 26, 2002 (AID# 200220576). There is
approximately 549 linear feet of Perennial Stream "A" an unnamed tributary to
Brier Creek, within the Neuse River (HUC 03020201).
PROJECT LOCATION/HABITAT: The subject property is + 17.52 acres in
size and is adjacent to the west of Sellona Street and adjacent to the east side of
Aviation Parkway in Wake County. The subject property is located within the
northwestern portion of Wake County, approximately 1.5 miles northwest of the
Raleigh/Durham International Airport (Figure 1-USGS quad). Approximately 90
percent of the subject property is comprised of forested areas and would be
generally characterized as a. Dry Mesic flak-Hickory Forest (Schafale and
Weakley, 1990), while 10 percent can be characterized as a maintained/disturbed
land. The property is located within the Triassic Basin, a unique geologic area of
the eastern Piedmont Region of North Carolina. The proposed project drains to
Brier Creek, a tributary of the Neuse River Basin and a designated Class ClNSW,
and subject to the Neuse River Buffer Rules (Figure 3). There is one perennial
unnamed tributary (Stream A), which runs through the property approximately 548
linear feet and drains to Brier Creek, and ultimately to the Neuse River.
Land use within the vicinity of the project is a mix of retail/commercial, multi-
family, and single-family residential, office, and natural forested areas to the south
of the project area. RDU International Airport is to the southeast of the property
boundary.
PROPOSED PROJECTAMPACTS: The proposed project known as The
Jamison at Brier Creek, is a proposed 276 multi-family apartment units on 17.54
acres, with an associated amenity area and parking per the proposed plan (Figure 4)
prepared by Forum Architecture dated March 30, 2010. Proposed development on
this 17.79 acre site consists of the construction of approximately 276 units, with
amenities, parking, sidewalks, streets, and associated utilities and stormwater
management facilities. Mr. Jamie Shern of the the USACE, recently approved and
signed the jurisdictional wetlands map on August 13, 2010 (AID# 2010-01362),
verifying Stream A, as the only jurisdictional feature within the proposed project
boundary. This has been previously confirmed with the original NCDWQ Neuse
www.ecoengr.com I EPH-10000 Design Services Focused On Client Success
EcoEngineering
114, A division of The John R. McAdams Company, Inc.
Research Triangle Park, UC
Post Office Box 14005
Research Triangle Park,
North Carolina 27709
2905 Meridian Parkway
Durham, North Carolina 27713
800-733-5646
919-287-4262
919-361-2269 Fax
Ms. Lia Gilleski
The Jamison at Brier Creek
January 17, 2011
Page 3 of 7
Buffer determination issued in 1998, by Mr. Danny Smith (NBRRO-20), and the
original USACE jurisdictional determination, conducted by Ms. Amanda Jones on
February 26, 2002 (AID# 200220576).
The proposed project drains to Brier Creek, a tributary of the Neuse River Basin
and a designated Class C/NSW, and subject to the Neuse River Buffer Rules. Per
our December 29, 2010 pre-application meeting a final stormwater management
plans/calculations will be reviewed/approved by the City of Raleigh, however a
courtesy copy of the plan is included as well as a diffuse flow discussion with this
submittal package for your review. The project will be required to tie into an
existing City of Raleigh sewer line located on the north side of the unnamed
tributary, which is subject to the Neuse River Buffer Rules. This will result in one
propose impact area to the Neuse River Buffer and a temporary stream impact in
this location.
The currently proposed sewer line connections will tie into an existing on-site
sewer, which runs parallel to the unnamed tributary (Stream A) to Brier Creek.
This unnamed tributary is depicted on the USES quad (Figure 1) and Wake County
Soils Survey (Figure 2), therefore it is subject to the Neuse River Riparian Buffer
Rules. The riparian buffer adjacent to the proposed project has been mostly cleared
due to the existing City of Raleigh sewer line easement running parallel to the
proposed project (Figure 3).
IMPACT AREA "A"(Inset 1): The proposed sanitary sewer will be designed to
cross the unnamed tributary to Brier Creek at a near perpendicular angle. The
proposed sewer line will consist of an 8 inch ductile iron pipe located within a 20
foot permanently maintained maintenance easement (Impact "A"). The sewer is
proposed to be installed utilizing the trench and backfill method. While directionally
boring methods were looked at, they proved to be too costly, with a risk of hitting
bedrock at depth. There is 20 linear feet of temporary impact to Stream "A" , 907 sf
of Zone 1 impacts, and 1,365 sf of Zone 2 impact associated with the proposed- sewer
line installation and maintenance corridor within Impact Area "A". Per our
December 29, 2010 pre-application with Ms. Lia Gilleski and Mr. Joseph Gyamfi of
NCDWQ, a one-foot layer of Class "B" rip-rap will be added to the backfilled area,
along with native material, then tamped in-place, to, enhance stabilization efforts
within the impacted stream location (see Sewer Line Plan/Profile (P-5) enclosed).
www.ecoengr,com EPH-10000 Umign rvica Focused On Quat Sueeew
EcoEngineering
A division of The John R. McAdams Company, Inc.
Ms. Lia Gilleski
The Jamison at Brier Creek
January 17, 2011
Page 4 of 7
TOTAL BUFFER IMPACTS:
Buffer Impact Type Zone 1 impact Zone 2 impact
(s uare eet) (s ware eet
Impact Area A
Sewer Easement 907 1,365
(clearing/excvation)
TOTAL 907 1,365
--------------
TOTAL STREAM IMPACTS:
Impact Location Impact Type Impact Total
(Linear Feet/ Square Feet)
Impact Area "A" Temporary /
Stream "A" excavation 20 11 / 160 s.f.
Perennial Sewer Easement

TOTAL 20 11 / 160s.f.
Pmearch Triangle Park, 116
Post Office Box 14005
Research Triangle Park,
North Carolina 27709
2905 Meridian Parkway
Durham, North Carolina 27713
800-733-5646
919-287-4262
919-361-2269 Fax
AVOIDANCE and MINIMIZATION: Stream and Buffer impacts have been
avoided to the greatest extent practicable, while achieving a successful project.
There are only 20 linear feet of temporary stream impact associated with this portion
of the project, while avoiding 528 linear of remaining stream channel, within the
project area. Impact areas "A is a required sanitary sewer connection to an existing
City of Raleigh Sanitary Sewer, running parallel to Stream "A". Location of the
proposed sewer connections were directed to existing manholes and absence of
significant trees within the proposed impact area. To minimize impacts, the sanitary
sewer at impact area "A" has been aligned at a near perpendicular angle as it crosses
the unnamed tributary, reducing stream and stream buffer impacts in this
location_The temporary construction corridor within the Neuse River Buffer will
fall within the permanently maintained 20-foot easement area through the Neuse
Buffer, minimizing impacts from construction.
www.ecoengr.com EPH-10000 Design Serv9c®z Focused On Client Succour
EcoEngineering
i,
A division of The John R. McAdams Company, Inc.
Ms. Lia Gilleski
The Jamison at Brier Creek
January 17, 2011
Page 5 of 7
DIFFUSE FLOW: Per our December 29, 2010, pre-application meeting, the
entire site is to be treated with two stormwater wetland BMP's with two discharge
points within the property. Stormwater wetland #1 is tying into an existing
culvert/drainage system that drains offsite. Stormwater wetland #2 will discharge
into a pre-formed scour hole, then through the remaining disspator pad apron, and
into a wooded ephemeral draw, and off of the property. It is anticipated that this
outlet design will aide in diffusing the flows discharging out of stormwater wetland
#2. Both of the outlets above will discharge in diffuse manner. (See SW Drainage
Sheets North & South/SW Calc Book)
STORVIWATER MANAGEMENT: The proposed development is located within the Neuse
River basin and will be subject to the stonnwater management requirements set forth in Section 10,
Chapter 9 of the City of Raleigh regulations. Per City of Raleigh regulations, stormwater management on
this site shall address two primary issues: (1) peak discharge rates and (2) water quality management, and
will employ two stormwater wetlands facilities to meet these requirements.
There are two stormwater management facilities proposed for this development.
These facilities will function as "dual-purpose facilities" by providing reduction in
TN-export and by providing detention such that the pre-development peak flow
rates are no greater that post-development peak flow rates in the 2- and 10-year
design storm events. These facilities be built as part of the overall development of
The Jamison at Brier Creek. A courtesy copy of the plan and requested
amendments are included with this submittal. (See SW Drainage Sheets North & South/ SW
Calc Book)
SW Welland # 1 The proposed stormwater wetland pond is located on the
northeast corner of the site off of what is currently known as Sellona Street. The
bottom elevation of the wetland is 343
20' and the top of berm elevation is 350
00'
.
.
.
Normal pool elevation is 346.00'. The primary outlet structure is a 4' x 4' (internal
dimensions) riser box connected to 70 LF of 24" diameter O-Ring RCP pipe. Two
sediment forebays are present in the wetland pond. One is located on the west-
central side of the wetland pond, and the other is located on the south end of the
wetland pond. The forebays will have a maximum depth of 3.00 feet. One
micropool is located northwest of the primary spillway. Plants to be used in the
wetland are as follows: Indian Grass, Switch Grass, Pickerel Weed, Duck Potato,
Swamp Milkweed, Cardinal Flower, Quill Sedge, Joe Pye Weed, Spotted
Trumpetweed, Blue Flag Iris, Soft-stem Bulrush, and Lizard's Tail. The 24"
diameter O-Ring RCP ties into an existing junction box.
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Trianglo
SW Wetland #2 The proposed stormwater wetland pond is located on the
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The bottom elevation of the wetland is 354.30' and the top of berm elevation is
2905 Meridian Parkway 363.00'. Normal pool elevation is 358-00'. The primary outlet structure is a 4' x 4"
Durham, North Carolina 27713
800-733-5646
919-287-4262
919-361-2269 Fax
www.ecoengr,com EPH-10000 Design SeMces Focused On Client Success
[JEcoEngineering
A division of The John R. McAdams Company, Inc.
Ms. Lia Gilleski
The Jamison at Brier Creek
January 17, 2011
Page 6 of 7
(internal dimensions) riser box connected to 50 LF of 24" diameter O-King RCP
pipe. Two sediment forebays are present in the wetland pond. One is located on the
northeast side of the wetland pond, and the other is located on the southeast side of
the wetland pond. The forebays will have a maximum depth of 3.00 feet. One
micropool is located just north of the primary spillway. Per our December 29`h
2010 pre-application meeting with Mrs. Lia Gilleski and Mr. Joseph Gyamfi, the
berm on stormwater wetland #2 was widened, lengthened, and brought up to an
elevation of 358' to allow for more soak time before the effluent discharges.
Plants to be used in the wetland are as follows: Indian Grass, Switch Grass,
Pickerel Weed, Duck Potato, Swamp Milkweed, Cardinal Flower, Quill Sedge, Joe
Pye Weed, Spatted Trumpetweed, Blue Flag his, Soft-stem Bulrush, and Lizard's
Tail. A velocity dissipater is located at the end of the primary spillway. The
dissipater is 12 feet in length and has an average stone size of 8 inches.
Notes:
1. Water quality sizing calculations for the proposed wetlands was performed in accordance
with the N.C. Stormwater Best Management Practices manual (NCDENR July 2007). The
wetland surface areas were sized using the runoff volume computed using the Simple
Method and a maximum ponding depth of 12-inches.
2. Nitrogen export calculations are computed using Method 2 from the City of Raleigh Storm
Drainage Manual. This method uses known footprint areas of wooded, open, and
impervious surfaces. Please note that since the development proposed on this site will be
classified as "other development" with regards to nitrogen export calculations, the site will
be required to adhere to a maximum nitrogen export of 10.0 lbs/ac/yr before a one-time
offset payment to the N.C. Ecosystem Enhancement Program will be allowed by the City
of Raleigh.
MITIGATION: All buffer impacts are deemed "Allowable" under the Neuse
River Riparian Buffer Rules - Table of Uses, and stream impacts are below 150
linear feet, therefore no mitigation is proposed.
i
Research Triangle Park, M6
Post Office Box 14005
Research Triangle Park,
North Carolina 27709
2905 Meridian Parkway
Durham, North Carolina 27713
800-733-5646
919-287-4262
919-361-2269 Fax
www ecoengr.com EPH-14000 Design Services Fmsed On Client Succor
EcoEngineering
A division of The John R. McAdams Company, Inc.
Ms. Lia Gilleski
The Jamison at Brier Creek
January 17, 2011
Page 7 of 7
Consideration of this project is greatly appreciated. If you should have any
questions or require additional information, please do not hesitate to contact me at
[phone].
Sincerely,
EcoEngineering
A division of The John R. McAdams Company, Inc.
Kevin Yates
Senior Environmental Scientist
Project Manager
Enclosures
R®aearsb TriangN Park, NC
Post Office Box 14005
Research Triangle Park,
North Carolina 27709
2905 Meridian Parkway
Durham, North Carolina 27713
800-733-5646
919-287-4262
919-361-2269 Fax
www.ecoengr.com I EPH-10000 Design Services F®c d on cl`sem stress
Version 1.4
( QV:n Vl'JPI CI_Cd January 9, 2009
r ?_„S;?Plr:n J
401 Oversight/Express Permitting PJCN Submittal Checklist
0'__-The application fee (Checks may be made out to "N.C. Division of Water Quality"
- $240.00 for 401 Water Quality Certification with minor impacts
- $570.00 for 401 Water Quality Certification with major impacts
- Express Review Fee (Amount requested on Acceptance Letter) (fi Z fib)
r
0Five (5) complete and collated copies of the PCN Application and supporting
documentation (instead of providing 5 copies of the full size plans you may provide two
copies of full size plans along with three copies of 11 X 17 plans)
?ormwater Management Plan (if applicable - see PCN Form Help File Section E)
1) Please provide three (3) copies of the stormwater management plans along with all
supporting information pertaining to this project including the following:
a. Entire site development/layout plans delineating all drainage areas;
((> C??e ?e b. Design calculation sheets for all proposed BMPs) sized for both on-site and
C?l? off-site drainage;
c. BMP supplements for each proposed BMP and Required Items Check List
-To ?' e ems: a (http://h2o.enr.state.nc.us/su/bmD forms.htm) along with all required
items;
C? I J f d. A Notarized Operation & Maintenance Agreement for each stormwater
Ty t? management facility;
/ e. Detailed construction drawing sheets shall include
12?' a ;Sh (i) Erosion and sediment control plans;
(ii) Installation and planting schedules for the proposed BMPs;
(iii) Appropriately scaled plan views and cross sectional details of all
BMPs and associated components - inlet and outlet structures,
forebay, respective zones and pertinent elevations.
If your project is located within a State implemented Riparian Buffer Rule Area, submit the
following along with site plans and PCN form:
1) Three (3) copies of the details for on-site diffuse flow provisions, (refer to
http://h2o.enr.state.nc.us/su/bmp_jorms.htm).
DWQ Stream Determination Forms for streams on property and DWQ determination
letter for wetlands or streams (if applicable).
The following is the most critical of all the information that you must provide. The quality and
detail of the information will often determine the expeditiousness of the review. The following is
a checklist of the types of pertinent information required at a minimum:
Maps and Plans:
0-_?The most recent version of the 1:24,000 USGS Topographic Map - Please cleanly draw or
delineate the site boundaries on the topographic map.
[The most recent version of the bound and published County NRCS Soil Survey Map -
(required for projects within the Neuse River Basin, Tar-Pamlico River Basin, Randleman
Lake Watershed and the Catawba River Basin, also recommended for all projects) -
Please clearly delineate the site boundaries, etc. on the map. If the delineation obscures
any of the features, it is recommended that a clean copy be provided. Copies of the
Version 1.4
January 9, 2009
current soil survey and/or soil survey map sheets can be obtained from the local NRCS
County Office (http://www.nc.nres.usda..qov/). GIS soil layers are not acceptable.
[3"Vicinity map - Please clearly mark the location and approximate boundaries of the property
and project on the map. Please indicate north arrow and scale. Please include applicable
road names or State Road numbers.
DThe Site Plan - The most critical map to be provided is the site plan. You must provide full
sized plans. The following is the minimum list of plans that are typically needed.
0-15-re-construction/Pre-existing conditions - This sheet (or sheets) must include:
• All jurisdictional and non-jurisdictional wetland, stream, water features, State regulated
buffers (delineated into Zones 1 and 2)
• Topographic contours with elevations
• Any existing structures and impervious areas
• Existing utility lines and easements
• Existing roads, culverts, and other pertinent features
• North arrow and the scale (1":50' scale is recommended).
[Proposed conditions - This sheet (or sheets) must include:
• All jurisdictional and non-jurisdictional wetland, stream, water features, State regulated
buffers (delineated into Zones 1 and 2)
• Lot layout (if a subdivision or commercial development is proposed) - lots must be
developable without further impacts to jurisdictional and non-jurisdictional wetlands
streams, water features, and State regulated buffers. Building envelopes must be
provided when streams, wetlands, riparian buffers, or water features exist on a lot
• All built-out structures and impervious cover
• Final grading contours with elevations
• All utilities and easements (including septic fields on all lots within 100 feet of stream,
wetland, or water features - if applicable)
• Impacted areas - these should correspond with the Impact numbers listed on your PCN
form.
Drainage Plans - Final drainage plans must include the following:
• Locations and pertinent elevations and sizes of the stormwater collection system and
drainage ways
S e? • All inlets and outlets must also be shown with pertinent elevations (All outlets to
S W wetlands must be at a non-erosive velocity, generally less than 2 ft/sec during the peak
flow from the 10-yr storm)
c ?;uS? Q AvAo Scaled stormwater BMPs must also be indicated as required by DWQ rules and policies
???, c Saa-? h• In certain cases (see Section E of PCN form), final stormwater management plans must
also be provided (see Stormwater Management Plan Checklist)
Proposed Impacts - All impacts to jurisdictional and non-jurisdictional wetland, stream,
water features, and State regulated buffers must be shown and labeled on the site plans at
a scale no smaller than 1" = 50'. All excavation, fill, flooding, stabilization, and other impacts
that will be conducted in or near jurisdictional and non jurisdictional wetland, stream, water
features, and State regulated buffers must be indicated. Please provide cross sectional
details showing the provisions for aquatic life passage (burial of culvert 20% for culverts <_ 48
inches, and 1-foot for culverts > 48 inches).
Version 1.4
January 9, 2009
Wetland Impacts:
- Precise grading and final elevation contours must be provided. Existing
vegetation and any clearing must be specified.
f3-All subsurface utility lines must indicate the location of anti-seep collars.
Construction detail for anti-seep collars must be provided.
-0- Roadway or other crossings of riparian wetlands may require floodway culverts to
maintain existing hydrological conditions.
Plans should show that the hydrology of remaining wetlands on the site will be
maintained.
Stream Impacts:
Stream impacts must be clearly shown on the plans. The centerline as well as
the banks of the stream must be surveyed or located by GPS for the portion of

the stream to be impacted.
The inlet and the outlet of all culverts should be aligned with the stream as
much as possible. Inlet and outlet elevations and streambed elevations should
be indicated. Any inlet or outlet protection must be shown and enumerated on
the impact map(s).
For bottomless culverts or other spans, a vertical cross section should be
provided that shows the minimum distance from each span to each stream bank,
the stream cross section, the height of the span above the stream and the
minimum distance from the edge of each footer to each stream bank.
Additionally, please provide a signed and sealed geotechnical report of
subsurface soils at the proposed bottomless culvert location. The report must
comply with the Division of Highways - Guidelines for Drainage Studies and
Hydraulic Design, prepared by A.L. Hankins, Jr., State Hydraulics Engineer -
1999.
Multiple culverts or sectioned box culverts typically require the use of sills, off-
setting or other means to match the cross section of the existing stream (in order
to maintain stream stability and provide aquatic life passage). A vertical cross
section of the culverts should be shown overlain with the up and downstream
stream cross section including the stream flood-prone area.
Impacts associated with dam construction must indicate and enumerate all fill
associated with the dam footprint, spillway and any bank stream bank
stabilization. The length of stream impounded must also be indicated and
enumerated.
o?0F wAr Ric
5 y
a -?
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps: X Section 404 Permit ? Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: or General Permit (GP) number: NWP 29 /GC 3821
1 c. Has the NWP or GP number been verified by the Corps? Yes ? No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
401 Water Quality Certification - Regular Non-404 Jurisdictional General Permit
401 Water Quality Certification - Express X Riparian Buffer Authorization
1 e. Is this notification solely for the record
because written approval is not required? For the record only for DWQ 401
Certification:
? Yes X No For the record only for Corps Permit:

? Yes X No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program. ? Yes X No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below. ? Yes X No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes X No
2. Project Information
2a. Name of project: The Jamison at Brier Creek
2b. County: Wake
2c. Nearest municipality / town: Raleigh
2d. Subdivision name: The Jamison at Brier Creek
2e. NCDOT only, T.I.P. or state
project no:
3. Owner Information
3a. Name(s) on Recorded Deed: Epoch Properties, Inc
3b. Deed Book and Page No. Deed Book: 11905 / Page No. 0433
3c. Responsible Party (for LLC if

applicable):
Mr. Justin Sand
3d. Street address: 359 Carolina Avenue
3e. City, state, zip: Winter Park, Florida 32789
3f. Telephone no.: [phone]
3g. Fax no.: [phone]
3h. Email address: [e-mail]
Page 1 of 15
PCN Form - Version 1.3 December 10, 2008 Version
C. Stormwater Management and Diffuse Flow Plan (required by DWQ), continued
4. Applicant Information (if different from owner)
4a. Applicant is: Agent Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name: Kevin Yates
5b. Business name
(if applicable): EcoEngineering, A division of The John R. McAdams Company
5c. Street address: 2905 Meridian Parkway
5d. City, state, zip: Durham, NC, 27713
5e. Telephone no.: 919-287-4262
5f. Fax no.: 919-361-2269
5g. Email address: [e-mail]
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): 0758621588, 0758529539, 0758529157, 0758519728
1 b. Site coordinates (in decimal degrees): Latitude: 35.9110862 N Longitude:- 78.8089222 W
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: 17.52 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
proposed project: Brier Creek
2b. Water Quality Classification of nearest receiving water: C; NSW
2c. River basin: Neuse River (03020201)
C. Stormwater Management and Diffuse Flow Plan (required by DWQ), continued
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application: The subject property is + 17.52 acres in size and is located on the west side of Sellona Street
and adjacent to the east side of Aviation Parkway in Wake County. The subject property is located
within the northwestern portion of Wake County, approximately 1.5 miles northwest of the
Raleigh/Durham International Airport (Figure 1-USGS quad). Approximately 90 percent of the subject
property is comprised of forested areas and would be generally characterized as a Dry Mesic Oak-Hickory
Forest (Schafale and Weakley, 1990), while 10 percent can be characterized as a maintained/disturbed
land. The property is located within the Triassic Basin, a unique geologic area of the eastern Piedmont
Region of North Carolina. The proposed project drains to Brier Creek, a tributary of the Neuse River
Basin and a designated Class C/NSW, and subject to the Neuse River Buffer Rules (Figure 3). There is
one perennial unnamed tributary (Stream A), which runs through the property approximately 548 linear
feet and drains to Brier Creek, and ultimately to the Neuse River.
The currently proposed sewer line connections will tie into an existing on-site sewer, which runs parallel
to the unnamed tributary (Stream A) to Brier Creek. This unnamed tributary is depicted on the USGS
quad (Figure 1) and Wake County Soils Survey (Figure 2), therefore it is subject to the Neuse River
Riparian Buffer Rules. The riparian buffer adjacent to the proposed project has been mostly cleared due
to the existing City of Raleigh sewer line easement running parallel to the proposed project (Figure 3).
Land use within the vicinity of the project is a mix of retail/commercial, multi-family, and single-family
residential, office, and natural forested areas to the south of the project area. RDU International Airport is
to the southeast of the property boundary.
3b. List the total estimated acreage of all existing wetlands on the property:
There are no jurisdictional wetlands within the current proposed project boundary.
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
There is approximately 548 linear feet of Perennial Stream "A" .
3d. Explain the purpose of the proposed project:
The purpose of the proposed project is to provide sanitary sewer service to the multi-family residential project known as
the Jamison at Brier Creek.
C. Stormwater Management and Diffuse Flow Plan (required by DWQ), continued
3e. Describe the overall project in detail, including the type of equipment to be used:
The proposed project known as The Jamison at Brier Creek, is a proposed 276 multi-family apartment
units on 17.54 acres, with an associated amenity area and parking per the proposed plan (Figure 4)
prepared by Forum Architecture dated March 30, 2010. Proposed development on this 17.79 acre site
consists of the construction of approximately 276 units, with amenities, parking, sidewalks, streets, and
associated utilities and stormwater management facilities. Mr. Jamie Shern of the the USACE, recently
approved and signed the jurisdictional wetlands map on August 13, 2010 (AID# 2010-01362), verifying
Stream A, as the only jurisdictional feature within the proposed project boundary. This has been
previously confirmed with the original NCDWQ Neuse Buffer determination issued in 1998, by Mr.
Danny Smith (NBRRO-20), and the original USACE jurisdictional determination, conducted by Ms.
Amanda Jones on February 26, 2002 (AID# 200220576).
The proposed project drains to Brier Creek, a tributary of the Neuse River Basin and a designated Class
C/NSW, and subject to the Neuse River Buffer Rules. Per our December 29, 2010 pre-application
meeting a final stormwater management plans/calculations will be reviewed/approved by the City of
Raleigh, however a courtesy copy of the plan is included as well as a diffuse flow discussion with this
submittal package for your review. The project will be required to tie into an existing City of Raleigh
sewer line located on the north side of the unnamed tributary, which is subject to the Neuse River Buffer
Rules. This will result in one propose impact area to the Neuse River Buffer and a temporary stream
impact in this location.
IMPACT AREA "A"(Inset 1): The proposed sanitary sewer will be designed to cross the unnamed tributary
to Brier Creek at a near perpendicular angle. The proposed sewer line will consist of an 8 inch ductile iron
pipe located within a 20 foot permanently maintained maintenance easement (Impact "A"). The sewer is
proposed to be installed utilizing the trench and backfill method. While directionally boring methods were
looked at, they proved to be too costly, with a risk of hitting bedrock at depth. There is 20 linear feet of
temporary impact to Stream "A" , 907 sf of Zone 1 impacts, and 1,365 sf of Zone 2 impact associated with
the proposed sewer line installation and maintenance corridor within Impact Area "A".
Note: Per our December 29, 2010 pre-application with Ms. Lia Gilleski and Mr. Joseph Gyamfi of
NCDWQ, a one foot layer of Class "B" rip-rap will be added to the backfilled area, along with native
material, then tamped in place, to enhance stabilization efforts within the impacted stream location (see
Sewer Line Plan/Profile (P-5) enclosed).
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property / X Yes ? No ? Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type preliminary X Final
of determination was made?

4c.
who delineated the jurisdictional areas?
If yes Agency/Consultant Company: Soils & Environmental
,
Name (if known): Sean Clark Consultants

Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
• Most Recent USACE Final JD Map signed by Mr. Jamie F. Shern on 08/13/2010 (AID # 2010-01362)
• USACE Final JD Letter issued 02/26/02 by Amanda Jones, (Action ID # 200220576)
• DWQ Neuse River Buffer determination issued 06/12/98 by Mr. Danny Smith, (NBRRO-20)
C. Stormwater Management and Diffuse Flow Plan (required by DWQ), continued
5. Project History
5a. Have permits or certifications been requested or obtained for Yes X No ? Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
*Note: Sellona Street is a public street, which was permitted with original overall Brier Creek development already in place, the
sewer for the proposed project is not.
6. Future Project Plans
6a. Is this a phased project? Yes X No
6b. If yes, explain. The proposed project is a portion of the overall project that was originally permitted, however the land
and project are totally independent of the originally permitted project. There are no future phases of the current proposed
Jamison at Brier Creek project.
C. Stormwater Management and Diffuse Flow Plan (required by DWQ), continued
C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
? Wetlands X Streams - tributaries X Buffers
? Open Waters ? Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ - non-404, other) (acres)
Tem ora T
? Yes ? Corps
W1 ? P X T ?No ? DWQ
? Yes ? Corps
W2 ? P ? T ? No ? DWQ
? Yes ? Corps
W3 ? P ? T ?No ? DWQ
2g. Total wetland impacts
2h. Comments: None with currently proposed project.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
number - (PER) or (Corps - 404, 10 stream length
Permanent (P) or intermittent DWQ - non-404, width (linear
Temporary (T) (INT)? other) (feet) feet)
Inset 1
Impact Area "A"
Trench & Backfill Stream A
(ut to Brier Creek) Perennial
(Important) XCorps
XDWQ
8 I. f.
20 I.f.
Temporary
? PER ? Corps
? INT ? DWQ
? PER ? Corps
? INT ? DWQ
? PER ? Corps
? INT ? DWQ
3h. Total stream and tributary impacts 20 U.
3i. Comments: Rip-rap will be placed on top of pipe, followed by the originally excavated native material.
C. Stormwater Management and Diffuse Flow Plan (required by DWQ), continued
4. Open Water Impacts (N/A)
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individual) list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number - (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent (P) or
Temporary T
01 ?P?T
02 ?P?T
0. Total open water impacts
4g. Comments:
5. Pond or Lake Construction (N/A)
If and or lake construction proposed, then complete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or purpose (acres)
number of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
? Yes ? No if yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If an impacts require mitigation, then you MUST fill out Section D of this form.
6a. X Neuse ? Tar-Pamlico ? Other:
Project is in which protected basin? ? Catawba ? Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number - Reason for Buffer Zone 1 impact Zone 2 impact
Permanent (P) or impact Stream name mitigation (square feet) (square feet)
Temporary T required?
Inset 1
Impact Area "A" Clearing
For Sewer
Unnamed tributary to Brier
No
907
1,365
Creek
Permanent Corridor

6h. Total buffer impacts 907 1,365
6i. Comments: The proposed sewer connections are tying into an existing City of Raleigh sewer line in which the Neuse
Buffer has been previously cleared.
C. Stormwater Management and Diffuse Flow Plan (required by DWQ), continued
D. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Stream, and Buffer impacts have been avoided to the greatest extent practicable, while achieving a successful project.
There are only 20 linear feet of temporary stream impact associated with this portion of the project, while avoiding 528
linear of remaining stream channel, within the project area.
Impact areas "A is a required sanitary sewer connection to an existing City of Raleigh Sanitary Sewer, running
parallel to Stream "A". Location of the proposed sewer connections were directed to existing manholes and
absence of significant trees within the proposed impact area. To minimize impacts, the sanitary sewer at impact area "A"
has been aligned at a near perpendicular angle as it crosses the unnamed tributary, reducing stream and stream buffer
impacts in this location.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
- The temporary construction corridor within the Neuse River Buffer will fall within the permanently maintained 20-
foot easement area through the Neuse Buffer, minimizing impacts from construction.
- Per our December 29, 2010 pre-application with Ms. Lia Gilleski and Mr. Joseph Gyamfi of NCDWQ, a one-foot layer of
Class "B" rip-rap will be added to the backfilled area, along with native material, then tamped in-place, to enhance
stabilization efforts within the impacted stream location (see Sewer Line Plan/Profile (P-5) enclosed).
- Proper sedimentation and erosion control methods will be utilized during all phases of construction and installation
as described in the Erosion Control Plan sheet reviewed and approved by the NC Division of Land Quality and City
of Raleigh. All work will take place during dry conditions and can be facilitated from high, non-jurisdictional, stable
ground adjacent to the Neuse Buffer. The contractor shall install silt fence, inlet protection, sediment traps,
diversion ditches, tree protection, clearing only as necessary to install these devices. All erosion and sediment
control measures will be checked for stability and operation following every runoff producing rainfall , but in no case
less than once every week. Any needed repairs will be made immediately to maintain all measures designed. An
erosion control inspections report is required and will be kept by the owner's representative.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for ? Yes X No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply): ? DWQ ? Corps
? Mitigation bank
2c. If yes, which mitigation option will be used for this
? Payment to in-lieu fee program
project?
pro
? Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter) Type Quantity
C. Stormwater Management and Diffuse Flow Plan (required by DWQ), continued
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ? Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: ? warm ? cool ?cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) - required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation? ? Yes X No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.

Zone 6c.
Reason for impact 6d.
Total impact
(square feet)
Multiplier 6e.
Required mitigation
(square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified X Yes ? No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
Comments: Per our December 29, 2010, pre-application meeting, the entire site is to be
treated with two stormwater wetland BMP's with two discharge points within the X Yes No
property. Stormwater wetland #1 is tying into an existing culvert/drainage system that
drains offsite. Stormwater wetland #2 will discharge into a pre-formed scour hole, then
through the remaining diss ator ad apron, and into a wooded ephemeral draw, and off
C. Stormwater Management and Diffuse Flow Plan (required by DWQ), continued
of the property. It is anticipated that this outlet design will aide in diffusing the flows
discharging out of stormwater wetland #2. Both of the outlets above will discharge in
diffuse manner. (See SW Drainage Sheets North & South/SW Calc Book)
C. Stormwater Management and Diffuse Flow Plan (required by DWQ), continued
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? 50%
2b. Does this project require a Stormwater Management Plan? X Yes No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: Comments:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
The proposed development is located within the Neuse River basin and will be subject to the stormwater management
requirements set forth in Section 10, Chapter 9 of the City of Raleigh regulations. Per City of Raleigh regulations, stormwater
management on this site shall address two primary issues: (1) peak discharge rates and (2) water quality management, and
will employ two stormwater wetlands facilities to meet these requirements.
There are two stormwater management facilities proposed for this development. These facilities will function as "dual-purpose
facilities" by providing reduction in TN-export and by providing detention such that the pre-development peak flow rates are no
greater that post-development peak flow rates in the 2- and 10-year design storm events. These facilities be built as part of the
overall development of The Jamison at Brier Creek. A courtesy copy of the plan and requested amendments are included with this
submittal. (See SW Drainage Sheets North & South/ SW Calc Book)
SW Wetland # 1 The proposed stormwater wetland pond is located on the northeast corner of the site off of what is currently known
as Sellona Street. The bottom elevation of the wetland is 343.20' and the top of berm elevation is 350.00'. Normal pool elevation is
346.00'. The primary outlet structure is a 4'x 4' (internal dimensions) riser box connected to 70 LF of 24" diameter O-Ring RCP pipe.
Two sediment forebays are present in the wetland pond. One is located on the west-central side of the wetland pond, and the other
is located on the south end of the wetland pond. The forebays will have a maximum depth of 3.00 feet. One micropool is located
northwest of the primary spillway. Plants to be used in the wetland are as follows: Indian Grass, Switch Grass, Pickerel Weed, Duck
Potato, Swamp Milkweed, Cardinal Flower, Quill Sedge, Joe Pye Weed, Spotted Trumpetweed, Blue Flag Iris, Soft-stem Bulrush,
and Lizard's Tail. The 24" diameter O-Ring RCP ties into an existing junction box.
SW Wetland #2 The proposed stormwater wetland pond is located on the southwest corner of the site off of what is currently known
as Aviation Parkway. The bottom elevation of the wetland is 354.30' and the top of berm elevation is 363.00'. Normal pool elevation
is 358.00'. The primary outlet structure is a 4'x 4' (internal dimensions) riser box connected to 50 LF of 24" diameter O-Ring RCP
pipe. Two sediment forebays are present in the wetland pond. One is located on the northeast side of the wetland pond, and the
other is located on the southeast side of the wetland pond. The forebays will have a maximum depth of 3.00 feet. One micropool is
located just north of the primary spillway. Per our December 29th 2010 pre-application meeting with Mrs. Lia Gilleski and Mr. Joseph
Gyamfi, the berm on stormwater wetland #2 was widened, lengthened, and brought up to an elevation of 358' to allow for more soak
time before the effluent discharges. Plants to be used in the wetland are as follows: Indian Grass, Switch Grass, Pickerel Weed,
Duck Potato, Swamp Milkweed, Cardinal Flower, Quill Sedge, Joe Pye Weed, Spotted Trumpetweed, Blue Flag Iris, Soft-stem
Bulrush, and Lizard's Tail. A velocity dissipator is located at the end of the primary spillway. The dissipator is 12 feet in length and
has an average stone size of 8 inches.
Notes:
1. Water quality sizing calculations for the proposed wetlands was performed in accordance with the N.C. Stormwater Best
Management Practices manual (NCDENR July 2007). The wetland surface areas were sized using the runoff volume
computed using the Simple Method and a maximum ponding depth of 12-inches.
2. Nitrogen export calculations are computed using Method 2 from the City of Raleigh Storm Drainage Manual. This method
uses known footprint areas of wooded, open, and impervious surfaces. Please note that since the development proposed on
this site will be classified as "other development" with regards to nitrogen export calculations, the site will be required to
adhere to a maximum nitrogen export of 10.0 lbs/ac/yr before a one-time offset payment to the N.C. Ecosystem
Enhancement Program will be allowed by the City of Raleigh.
2e. Who will be responsible for the review of the Stormwater Management Plan? X Certified Local Government
DWQ Stormwater Program
C. Stormwater Management and Diffuse Flow Plan (required by DWQ), continued
DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project? City of Raleigh
? Phase 11
3b . Which of the following locally-implemented stormwater management programs X NSW
? USMP
apply (check all that apply): Water Supply Watershed
? Other:
3c. Has the approved Stormwater Management Plan with proof of approval been Yes X No
attached?
4. DWQ Stormwater Program Review
? Coastal counties
? HQW
4a. Which of the following state-implemented stormwater management programs apply ? ORW
(check all that apply): X Session Law 2006-246
? Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? A copy of the plan has been submitted, but has not yet been approved ? Yes X No
by the City of Raleigh.
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? X Yes ? No
5b. Have all of the 401 Unit submittal requirements been met? X Yes ? No
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the Yes No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ? Yes No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
Q Yes] No
letter.)
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ? Yes 0 No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ? Yes No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in El Yes No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
The tributaries for this project flow into Brier Creek, in which the immediate downstream receiving waters are already
developed or the property is located within land owned by the Raleigh-Durham Airport authority and cannot be
developed.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
The proposed sanitary sewer will connect to an existing 20 foot City of Raleigh public sanitary sewer and access
easement and ultimately to the City olf Raleigh wastewater treatment system.
Page 13 of 15
PCN Form - Version 1.3 December 10, 2008 Version
Kevin Yates
Applicant/Agent's Printed Name Applicant/ nt's Signature
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
C) t1l71/
Date

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R
JAMES B. HUNT JR.
GOVERNOR
WAYNE McDEvrrr
SECRETARY
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
RALEIGH REGIONAL OFFICE
June 12, 1998
Bob Zarzecki
Soil & Environmental Consultants, iric.
244 West Millbrook Road
Raleigh, North Carolina 27609
Subject: Neuse River Basin Riparian Rules
NBR-RRO-20
Wake County
Dear Mr. Zarzecki:
On several occasions during November and December of 1997 I met with personnel
from Soil and Environmental Consultants, Inc. at the proposed development/project
known as Briar Creek in Wake County. At your request, an evaluation was performed
to determine whether the site would require compliance with the Neuse River Buffer
Requirements. There are streams and a pond on the property which is subject to the
Neuse Buffer Rule. The map you provided indicates the streams, and the pond that are
subject to the rule. (see attached map).
If you have any questions please call me at (919) 5714700.
Si cerely,
Danny Smi
Specialist
cc: RRO - file copy
wetlands group-John Dorney
3800 BARRETT DRIVE, SUITE 101, RALEIGH, NORTH CAROLINA 27609
PHONE [phone] FAX [phone]
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~ EE~TING 4dAS MELD GILLE5K4 AND MR, JOSEFfi CYAl,gFl, OF N8 i GYAl,gFI, OF NCtiWQ EMPRESS REVIEW. REDUCER t1T1LITY SLEEK ~ ~
The requested change3 have been rr~ _T. ~ mm.,.rv .b per the pre_Q lic~kian mcetin . ,3 have bcc~ made to Sform~pter Wetland ~2 per _--m~...__~___~~„„„~,_~.
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N ~'w 3. ORIG1NAt. OVERALi~ USACE Jl) ISSUED 8Y MS. DA JONE5 ON 02'26'2010,
"u~di, ~ ,g~'~C ~ Yiuy (A1p ~ 200220576)
mss: rY?. r, Uri0 NEtlSE BUi"`FER OETERMINATiON BSSUEO ON 06f 12J98 Y ~tR. DANNY SMITW
r.,,, ; ~ ~ , ~ ~ ~NBRRO~-20)
f 5. A PRE°APPLIOATIQN MEETING WAS HELD ON DECEMBER 29, 2010, WITH MS~ LIA
r ~ ~ ' {'i:: CILl.E51C1 AND PAR, JOSEPH GYA~{FI, OF NCaWO EXPRESS REVIEW.
A Wr.~~, The requested aharages have beerk made to Starwater Wetland 2 per
91'11 IJI £ir'aN{~ pcr the pre-appiicat°snn mating, -1'i11' t)I~ £iraN~~ Overall Starmwatcr Managrrkent Plan to be nppravcd by City a1 aiclgh.
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THE Cf1Pt5TRUC7IGN lNSPECTiON QF PnRIVATE STREETS 44{TFRIN CLUSTER
j~~ UNITS, CQNOQMINIUPtitS, GROUP hiQUSlNG, TONMHQUSE DEVELpP1yENTS AND ~tQBll,~ NQ?AE PARKS SU6R4lT1ED FGR CITY APPftQVAL iS THE
RESPQNS181ttTY pF 'tFIE OWNER/pEVELQPER. COPIES QF CERI1RIED
lNSPEC110N REPQRTS lPdVULNNG SUEGRADE/AGGREGATE RASE PRC10F RDLLS> AGGREGATE EASE AND ASPHALT DENS111ES ANQ TNECkNESS, AN£?
OTHER PERTINENT' INF'ORk1AT1pN MUST RE SURRtITTEp TQ 3NE ClN5
ENGINEERING INSPECTIONS hdANAGER AT P,Q, 6DX 59Q, RALEIGhi, NC ~7&Q2 QR FAXED Tfl (919}831.6339, CpNTACT LARRY AP3DERSQN AT
4" SI~VV~R SERt~CE W,f CIwEANQttTS 8"x8" TEE (919}996.6S1D TO Q€TTAIN f}ETA1L5 OF THE ARQ1~ RE4UIREMENTS.
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'li~~~ ; _ _~1._._l._._.I._.~~ m.._.___ _ _ . _ _ ~ _d___...1_.__._ FACILITIES, Irac~l!otric ~IoE~raLKS ~rl~
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_ . i ~ ~ I I 1 ~ _ - _ .r. _-___1__.I . ~ ~ _ .L._....___...I ~ ~ ~ i j _ ° ~ ~ ~ ~ ~ ~ ~ THESE FACILITIES hiAVE REEP# Ai'PRCiVEU 6Y ~ ~ t _ ~
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J i ~ E ~Ia . ~ ~ ~ ~ I sewer, and/or reuse as approved In these plans, Is raspanslbla tar ' ~ t
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UOMPAN 9 IN U TEFF"OCH PROPERTIES, INC. Dmtwq nY; SANUARY SEWER MS
59 CAROLINA AVENUE RNGINR RS PLANNERS SURVEYORS = € NMENTAL ~ 27645 ~ SRW ~ 4 2 WINTER PARK FLORIDA 32739 6 ~ " WHO','', SCALF; 1 - 40 cA A ~ /F 'W', STA. 110+00 U STA. 1 4+00 AT BRIER CREEK
RESEARCH TRIANGLE PARK CHARLOTTE ~ :F~ & CONSTRUCTION DRAWINGS F DATF'.:
PER CIFf CF RhLE[GFi COMMENTS JDA VFVC', SC%FY,; 3905 Meridian Parkway, Durham NC 27713 1 4 P~ ,l
REVISIONS 800-733-5646 .Ja ca .cam m license Na.: C-0293 eF,'t R ~rewwE 11--23®-10 O/F "B", STA. 10°F00 L1 STA. 1+0 1 RALEIGH, NORM CAROLMA