20040544 Ver 4_401 Application_20130228

WITHERS &- RAVENEL
1:1:1011:1 .4 .4z1 --=<J WT121:I:4:I-z= WIN 1:VI2i ■I:I =:
1410 COMMONWEALTH DRIVE, SUITE ioi
WILMINGTON, NORTH CAROLINA, 28403
(910) 256 -9277
FAX [phone]
TO: NC Division of Water Quality — 4o1 Wetlands Unit
512 N. Salisbury Street; 91h Floor
Raleigh, NC 276o4
WE ARE SENDING YOU
❑ Shop Drawings
❑ Copy of Letter
04- 0544 04
LETTER OF T° ° NSMMAL
DATE 2/26/13
1 JOB NO. 02080688.06
ATTENTION Ms. Karen Higgins
PHONEA gig-807-6363
RE. River Run Phases 4&5 PCN Submittal
02/22/13
0208o688.o6
Copies of NWP 29 PCN
1
2/22/13
0208o688.o6
® Attached ❑ Under separate cover via
❑ Prints ❑ Plans ❑ Samples
❑ Change order ❑ Diskette ❑
the following items:
❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
02/22/13
0208o688.o6
Copies of NWP 29 PCN
1
2/22/13
0208o688.o6
CD of Submittal
1
2/25/13
0208o688.o6
Check for $24o Application Fee
THESE ARE TRANSMITTED as checked below:
® For approval ❑ Approved as submitted
❑ For your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
❑ For review and comment ❑
❑ FOR BIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US
❑ Resubmit
❑ Submit
❑ Return
copies for approval
copies for distribution
corrected prints
REMARKS:
CUPY IFU: rite SIGNED: Troy ueastey
/Tenclosures are not as noted, klnd/ynotily us at once.

WITHERS RAVEN EL
February 22, 2013
US Army Corps of Engineers
Regulatory Field Office
Attn: Mr. Dave Shaeffer
3331 Heritage Trade Drive
Suite 105
Wake Forest, NC 27587
ENGINEERS I PLANNERS I SURVEYORS
NC- Division of Water Quality
401 Wetlands Unit
Attn: Ms. Karen Higgins
1650 Mail Service Center.
Raleigh, North Carolina 27699
Re: River Run Phases 4 &5
Corps AID # SAW -2009 -01115
DWQ Project # 04-0544,Ver.3
W &R Project #0208o688.o6
Dear Mr. Shaeffer and Ms. Higgins,
On behalf of John Weiland Homes, LLC, we are requesting authorization from the USACE to
use NWP 29 for 49 if of permanent perennial stream impacts and 221 if of unimportant
stream for construction of Phases 4 &5 of the River Run Subdivision. We are also requesting
4o1 authorization for the above mentioned stream impacts, as well as Buffer Authorization
for 13,490 sq ft of riparian buffer impacts (Z1: 7,568 sq ft; Z2: 5,922 sq ft).
The project is ±14.6 acres in size and is located at the southern terminus of Wake Bluff Drive
in the River Run subdivision in Raleigh, Wake County (Latitude: 35.927636 °N; Longitude: -
78.580747 °W)• The project is located in the Neuse River basin and onsite waters drain to
the Neuse River. The Water Quality Classification for the Neuse River is WS- IV;NSW and the
Stream Index Number is: 27420.7). The cataloging unit for the site is 03020201.
Proposed Project
The proposed project consists of the construction of Phases 4 &5 of the River Run
subdivision, which will consist of 29 lots and associated infrastructure (i.e. roads, utilities,
stormwater management, etc.) Please note that this will be the final phases of the River
Run subdivision.
1410 Commonwealth Drive I Suite 1011 Wilmington, NC 28403 1 tel: [phone] fax: [phone]
www.withersravene[.com I License No. C -0832

WITHERS II RAVEN EL
ENGINEERS I PLANNERS I SURVEYOR5
Proiect Histo
The River Run Subdivision was originally permitted in 2004. The Corps issued a NWP 12 &
39 (AID #s 200321366 & 2004420721) for the original River Run subdivision which
authorized 181 if of permanent stream impacts and 98 if of temporary stream impacts. DWQ
issued a 401 WQC and Buffer Authorization (DWQ Project #04-0544) for the River Run
subdivision authorizing 181 if of permanent stream impacts, 98 if of temporary stream
impacts and 31,315 sq ft of buffer impacts. The authorizations required 181 if of stream
mitigation and 1,740 sq ft of buffer mitigation, which was purchased from EEP. Copies of
these permits and mitigation receipt have been provided as an Appendix.
River Run Phases 4 &5 (current project) was issued a 401 WQC and Buffer Authorization
(DWQ Project #04-0544, Ver.3) in October 2oo9 authorizing 203 if of permanent, perennial
stream impacts (181 if previously permitted & 49 if of new impacts), 221 if of permanent
impacts to unimportant, intermittent stream impacts (new impacts) and 38,346 sq ft of
buffer impacts. The 401 WQC required 49 if of stream mitigation. A copy of the previous 401
WQC for the River Run Phases 4 &5 project has been provided as an Appendix.
The Corps issued a NWP 29 in September 2011 (AID# SAW - 2009 - 01115) authorizing 49 if of
important perennial stream impacts. The 221 if of unimportant, intermittent stream
impacts, which were identified in the PCN, were not included in the permit as they were
waived by the Corps and not included in the total cumulative impacts for the River Run
subdivision and mitigation was not required for these impacts. It should be noted that the
221 if of intermittent stream consists of a small channel, which is fed by the outfall for the
stormwater management system of the development to the south. This section of
intermittent stream has very low functional value and the hydrology is controlled entirely by
discharges from the adjacent stormwater management system, which is why the Corps
waived the impacts /mitigation for this feature. The previous NWP 29 required 98 if of
stream mitigation, which was purchased from Forrest Creek Mitigation Bank. A copy of the
previous NWP 29 for River Run Phases 4 &5 has been provided as an Appendix. A copy of the
mitigation payment receipt has also been provided as an Appendix.
WITHERS RAVENEL Page 2 of 7
ENGINEERS I PLANNERS I SURVEYORS

WITHERS II RAVEN EL
ENGINEERS I PLANNERS I SURVEYOR5
The following tables document the previously authorized stream impacts:
River Run Subdivision Previously Permitted
Stream Impact Table
Phase
AID #
DWQ
Date Issued
Permit
Perm Stream
Temp
Stream
Proj #
Number
Impacts
Impacts
DWQ-
NWP 12
N/A
98 if
Previous
200321366
04-
4/22/04
Phases
200420721
0544
Corps -
NWP 39
1811f
N/A
5/17/04
Previously
DWQ -
Permitted
2009-
0544,
10/9/09
NWP 2 9
Per - 49 if
N/A
River Run
01115
Ver.3
Corps -
Int — 221 if **
Phases 4 &5
9/19/11
* *221 if of intermittent stream impacts waived by the Corps and not included in cumulative
impact totals.
Please note that during the previous 401 WQC review process for River Run Phases 4 &5,
DWQ issued a Request for Additional Information, of which Item 6 addressed the issue of
why the riparian buffers stopped at Impact Q, and did not extend along the intermittent
stream at Impact Y. W &R submitted a response, dated September 18, 2oo9, documenting
that a site visit had been previously conducted by NC -DWQ which confirmed that the limits
of buffer subjectivity stopped at the origin of Impact Q, and that the intermittent stream
(Impact Y) was not subject to buffers. The issuance of the previous Buffer Authorization for
the proposed project documents that the intermittent stream (Impact y) was not subject to
buffers.
The Corps NWP 29 and DWQ 401 WQC and Buffer Authorization expired on March 18, 2012,
but are granted an automatic 1 -year extension, making them valid until March 18, 2013.
The River Run Phases 4 &5 was previously permitted as a townhome development, and due
to the downturn of the economy, the authorized impacts were never completed. As a result
of the current real estate market, townhomes are not a desired product in this area of
Raleigh and are not currently selling in the general area. Therefore, the site plan was
revised to convert the project from a townhome development to a single family residential
development. The revision of the design to a single family development resulted in changes
to the road design and stormwater management design, which has resulted in a change in
the previously approved impacts. The major design change in the road construction will
occur at Impact Y. The previous design was for a road crossing in order to provide access to
WITHERS RAVENEL Page 3 of 7
ENGINEERS I PLANNERS I SURVEYORS

WITHERS II RAVEN EL
ENGINEERS I PLANNERS I SURVEYOR5
the uplands on the west side of the stream and for construction of the townhomes on Lots
28 & 29 (old site plans). The design now proposes a cul -de -sac on the eastern side of the
stream at Impact Y, which will provide road frontage for construction of Lots 11, 12 & 13 (new
site plans). The 221 if of unimportant intermittent stream impacts will still be necessary for
construction of single family Lots 11, 12 & 13 rather than the previously approved
townhomes. While the NWP 29 and 401 WQC /Buffer Authorization is valid until March 18,
2013, the revisions to the site plan and impacts resulted in a need to request new
authorizations for the proposed project. The redesign of the site plan will require the same
amount of stream impacts as was previously authorized, but revisions to the stormwater
management plan has resulted in changes to the buffer impacts from what was previously
authorized for the River Run Phases 4 &5 project. Also, please note that the pedestrian trail
and bridge previously authorized at Impact R is no longer required by the City of Raleigh and
will not be constructed.
Proposed Impacts
Stream Impacts
The proposed project will result in 49 if of permanent perennial stream impacts and 221 if of
unimportant intermittent stream impacts, which is the same as was previously approved.
The 49 if of permanent perennial stream impacts will occur from the placement of rip -rap in
the channel below the stormwater outfall in order to dissipate energy and prevent erosion,
which is the same design and impacts as was previously approved.
The previously approved 221 if of unimportant intermittent stream impacts was authorized
for construction of the road crossing and construction of townhomes on Lots 28, 29 & 30
(old site plans). The proposed design for Phases 4 &5 will require 221 if of unimportant
intermittent stream impacts for construction of the cul -de -sac, as well as construction of
single family homes on Lots 11 & 12. Since the previous NWP 29 and 401 WQC authorized
the 221 if of unimportant for the construction of a road and townhouses, it is anticipated
that the proposed 221 if of unimportant intermittent stream impacts for the construction of
the cul -de -sac and lots 11, 12 and 13 will be an issue. Furthermore, since the Corps waived
the 221 if of unimportant intermittent stream impacts in the permitted stream impacts in the
previously issued NWP 29, it is also assumed that these proposed 221 if of unimportant
intermittent stream impacts will also be waived and not counted towards the 300 if of
cumulative stream impacts allowed under a NWP.
Please note that Impact R consists of an aerial sewer crossing and stream impacts for
installation of the sewer crossing is not required.
WITHERS RAVENEL Page 4 of 7
ENGINEERS I PLANNERS I SURVEYORS

WITHERS II RAVEN EL
ENGINEERS I PLANNERS I SURVEYOR5
Buffer Impacts
The proposed project will result in 13, 490 sq ft of buffer impacts (z1: 7,568 sq ft; Z2: 5,922
sq ft).
Buffer impacts at Impacts R & T will occur from installation of a sewer crossing and
establishment of a sewer easement.
Buffer impacts at Impacts V, W and X will occur from construction of bypass channels.
Buffer impacts at Impact Y will occur from construction of the cul -de -sac. Due to the steep
grades and depth of the topographic crenulation at this impact, the buffers will be impacted
from fill necessary to return road fill to natural grade (see Sheet 2A). Please note that the
buffer impacts associated with Impact Y are less than was previously approved for the
previously designed road crossing.
Avoidance and Minimization
Prior to site plan design, the applicant requested that a detailed wetland delineation be
conducted so that impacts to wetlands and "waters" could be minimized.
The previously approved project consisted of a townhome development. As a result of the
current real estate market, townhome developments are not a desirable product in this area
of Raleigh and are not currently selling in the general area. Therefore, the site plan was
redesigned to be a single family residential development, which is a much more desirable
product. The redesign of the site plan resulted in the elimination of the road crossing at
Impact Y, and was replaced with a cul -de -sac. The location of the cul -de -sac was
determined by several factors. The proposed location of the cul -de -sac provides the
minimum road frontage for Lots 12 & 13 per the zoning requirements. If the cul -de -sac was
relocated farther to the east to attempt to reduce impacts, Lots 12 & 13 would not have the
20' of road frontage required, which is the minimum frontage allowed by the City of Raleigh
zoning requirements, and Lots 12 & 13 would not be developable. The River Run property
was purchased when real estate values were much higher. The project's profitability has
already been greatly reduced as a result of the change from a high density townhome
development to a much lower density single family development. Therefore, the loss of Lots
12 & 13 would greatly impact an already diminished profit margin, potentially rendering the
project financially unfeasible. Therefore, impacts at Impact Y have been minimized to the
greatest extent possible while maintaining a feasible project.
As was previously discussed, the cul -de -sac has been designed to extend just far enough to
provide the minimum lot road frontage required by the zoning requirements to make Lots 12
WITHERS RAVENEL Page 5 of 7
ENGINEERS I PLANNERS I SURVEYORS

WITHERS II RAVEN EL
ENGINEERS I PLANNERS I SURVEYOR5
& 13. If the cul -de -sac would have been designed to extend farther west to provide more
than the 20' minimum road frontage on Lots 12 & 13, the road would have exceeded the 150
If threshold for a 37.5' cul -de -sac radius for emergency vehicle turn - around, and would have
been required to have a 48' cul -de -sac radius. The expansion of the cul -de -sac from a 37.5'
radius to a 48' radius would have resulted in a significant increase in both buffer and
stream impacts. Therefore, impacts have been minimized to the greatest extent practical
while maintaining a feasible project. Impacts from the cul -de -sac at Impact Q were also
minimized through the use of a retaining wall to stabilize road fill.
Stream impacts were avoided at Impact R through the use of an aerial sewer crossing to
cross the stream.
Mitigation
Stream Mitigation
The previously issued NWP 29 and 401 WQC for the River Run Phases 4 &5 project required
98 if of stream mitigation to compensate for the 49 if of permanent perennial stream
impacts, which was purchased from Forrest Creek Mitigation Bank. A copy of the mitigation
receipt has been provided as an Appendix. Mitigation was not required for the 221 if of
unimportant intermittent stream impacts. Since the currently proposed design for the River
Run Phases 4 &5 project proposes the exact same stream impacts was previously permitted
and mitigated for, there is no additional stream mitigation proposed.
Buffer Mitigation
The proposed cul -de -sac at Impact Y is identified as "Allowable with Mitigation" in the NRB
Table of Uses, mitigation will be provided. Therefore, to mitigate for the proposed 6,979 sq
ft of buffer impacts proposed for Impact Y, the applicant proposes to purchase 16,048.5 sq
ft of riparian buffer mitigation from Wildlands Neuse Bank: Little River Farm. A copy of the
Letter of Reservation from Wildlands has been provided as an Appendix.
Stormwater Management Plan
The stormwater management plan consists of three level spreader /vegetated filter strip
systems. The stormwater management plan has been preliminarily approved by the City of
Raleigh, and will receive final approval upon issuance of the 404/4o1 authorization. Upon
issuance of the final stormwater management approval, a copy will be provided to NC -DWQ.
WITHERS RAVENEL Page 6 of 7
ENGINEERS I PLANNERS I SURVEYORS

WITHERS � RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
The current request is for 49 if of permanent perennial stream impacts, 221 if of permanent
unimportant intermittent stream impacts and 13,490 sq ft of riparian buffer impacts, (see
the attached maps and PCN for details).
Please feel free to call if you have questions or require additional information.
Sincerely,
Troy Beasley
Environmental Project Manager
WITHERS &RAVENEL, INC.
Attachments:
• PCN Form
• Agent Authorization
• USGS Quad and Wake Co. Soil Survey
• Previous River Run 404/401 Permits & EEP Mitigation Payment Receipt
• Previous River Run Phases 4 &5 404/401 Permits
• Forrest Creek Mitigation Payment Receipt for River Run Phases 4 &5
• Wildlands Letter of Reservation for Buffer Mitigation
• Level Spreader Plans & BMP Supplement Forms
• Impact Exhibits
WITHERS RAVENEL Page 7 of 7
ENGINEERS I PLANNERS I SURVEYORS

o�oF w a rF9o�
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 12
PCN Form — Version 1.3 December 10, 2008 Version
Pre - Construction Notification PCN Form
A. Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the
Corps:
®Section 404 Permit El Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number:
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 ® 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 ® No
For the record only for Corps Permit:
❑ Yes ® 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
❑ No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 In
below.
❑ Yes
® No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
2a.
Name of project:
River Run Subdivision - Phases 4 and 5
2b.
County:
Wake
2c.
Nearest municipality / town:
Raleigh
2d.
Subdivision name:
River Run
2e.
NCDOT only, T.I.P. or state
project no:
NA
3.
Owner Information
3a.
Name(s) on Recorded Deed:
John Wieland Homes and Neighborhoods
3b.
Deed Book and Page No.
DB:10524; Page: 1988
3c.
Responsible Party (for LLC if
applicable):
John Lowrance
3d.
Street address:
4125 Atlanta Road SE
3e.
City, state, zip:
Smyrna, GA 30080
3f.
Telephone no.:
919 - 481 -3309
3g.
Fax no.:
919- 481 -9157
3h.
Email address:
john.lowrance @jwhomes.com
Page 1 of 12
PCN Form — Version 1.3 December 10, 2008 Version

4.
Applicant Information (if different from owner)
4a.
Applicant is:
❑ Agent ® Other, specify: John Weiland Homes, LLC
4b.
Name:
Dan Marro
4c.
Business name
(if applicable):
John Weiland Homes, LLC
4d.
Street address:
101 -A Quail Fields Court
4e.
City, state, zip:
Morrisville, NC 27560
4f.
Telephone no.:
919 - 481 -3309
4g.
Fax no.:
4h.
Email address:
Dan.Marro @JWHOMES.com
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Troy Beasley
5b.
Business name
(if applicable):
Withers & Ravenel
5c.
Street address:
1410 Commonwealth Drive, Suite 101
5d.
City, state, zip:
Wilmington, NC 28403
5e.
Telephone no.:
910 - 256 -9277
5f.
Fax no.:
910 - 256 -2584
5g.
Email address:
tbeasley @withersravenel.com
Page 2 of 12
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1 a. Property identification no. (tax PIN or parcel ID):
1729530516
1 b. Site coordinates (in decimal degrees):
Latitude: 35.927636 °N Longitude: - 78.580747 °W
(DD.DDDDDD) (- DD.DDDDDD)
1 c. Property size:
±14.6 acres (for Phases 4 &5)
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Neuse
proposed project:
2b. Water Quality Classification of nearest receiving water:
WS -IV; NSW (Stream Index: 27- (20.7)
2c. River basin:
Neuse River (HUC: 03020201)
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 project site currently consists of undeveloped woodlands. The land use in the vicinity of the proposed project
consists of residential subdivisions.
3b. List the total estimated acreage of all existing wetlands on the property:
There are no wetlands within the proposed project area (Phases 4 &5)
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
±1,121 If (900 If of perennial streams; 221 If of unimportant stream)
3d. Explain the purpose of the proposed project:
The purpose of the proposed project is to construct Phases 4 &5 of the River Run residential subdivision.
3e. Describe the overall project in detail, including the type of equipment to be used:
The purpose of the proposed project is to construct 29 lot subdivision and associated infrastructure (i.e. roads, utilities,
stormwater management, etc). Standard commercial construction equipment will be used to construct the proposed
project.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
®Yes F1 No F1 Unknown
project (including all prior phases) in the past?
Comments: The Corps visted the site in July, 2009
4b. If the Corps made the jurisdictional determination, what type
El Preliminary ®Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency /Consultant Company: Withers & Ravenel
Name (if known):
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
The Corps issued a JD for the proposed project in conjunction with the previous NWP 29 issued for the proposed project
on September 19, 2001 (AID# SAW- 2009 - 01115). A copy of the previous NWP 29 has been provided as an Appendix.
Page 3 of 12
PCN Form — Version 1.3 December 10, 2008 Version

5. Project History
5a. Have permits or certifications been requested or obtained for
® Yes ❑ No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
The Corps issued NWPs 12 &39 for the previous phases of the River Run subdivision (AID #s 200321366 & 200420721) in
May 2004. NC DWQ issued a 401 WQC and Buffer Authorization (DWQ Project #04 -0544) in April 2004 for the previous
phases of the River Run subdivision.
The Corps issued a NWP 29 for Phases 4 &5 of the River Run subdivision (proposed project) (AID# SAW- 2009 - 01115) in
September 2011. NCDWQ issued a 401 WQC and Buffer Authorization for Phases 4 &5 of the River Run subdivision
(proposed project) (DWQ Project #04 -0544, Ver. 3) in October of 2009. The Corps NWP 29 and DWQ 401 WQC expired
on March 18, 2012, but are still valid as a result of the automatic 1 -year extension, and will expire on March 18, 2013.
6. Future Project Plans
6a. Is this a phased project?
® Yes ❑ No
6b. If yes, explain.
The River Run subdivision has been constructed in Phases. However, Phases 4 &5 are the final phases of the
subdivision.
Page 4 of 12
PCN Form — Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ® Streams - tributaries ® 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)
Temporary (T)
W1 ❑ P ❑ T
NA
❑ Yes
❑ Corps
❑ No
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
0
2h. Comments:
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)
Q ® P ❑ T
Rip -Rap Dissipater
LIT to Neuse
® PER
❑ INT
® Corps
® DWQ
3'
49
Y ® P ❑ T
Construction of Cul-
LIT to Neuse
❑ PER
® Corps
2'
221
De -Sac and Lots
® INT
❑ DWQ
3h. Total stream and tributary impacts
270
3i. Comments:
Page 5 of 12
PCN Form — Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
Open water
impact number
— Permanent (P)
or Temporary
(T)
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody type
4e.
Area of impact (acres)
01 ❑P ❑T
02 ❑P ❑T
03 ❑P ❑T
04 ❑P ❑T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
Pond ID
number
5b.
Proposed use or purpose of
pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
K 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:
Page 6 of 12
PCN Form — Version 1.3 December 10, 2008 Version

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 any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
® 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)
impact
Stream name
mitigation
(square feet)
(square feet)
or Temporary
required?
(T)
Q ®P ❑ T
Cul -de -sac
UT to Neuse
®❑ Nos
3720 sq ft
3259 sq ft
R ®P ❑ T
Easeme Sewer
UT to Neuse
❑ Nos
1524 sq ft
1234 sq ft
T ® P ❑ T
Easeme Sewer
UT to Neuse
❑ Nos
N/A
60 sq ft
V ® P ❑ T
Sywale
UT to Neuse
® Nos 731
sq ft
431 sq ft
W ® P ❑ T
Bywales
UT to Neuse
❑ Nos 827
sq ft
528 sq ft
X ® P ❑ T
Bywales
UT to Neuse
❑ Nos 766
sq ft
410 sq ft
6h. Total buffer impacts
7,568 sq ft
5,922 sq ft
6i. Comments:
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Prior to site plan design, the applicant requested that a detailed wetland delineation be conducted so that impacts to wetlands
and "waters" could be minimized.
The previously approved project consisted of a townhome development. As a result of the current real estate market,
townhome developments are not a desirable product in this area of Raleigh and are not currently selling in the general area.
Therefore, the site plan was redesigned to be a single family residential development, which is a much more desirable
product. The redesign of the site plan resulted in the elimination of the road crossing at Impact Y, and was replaced with a
cul -de -sac. The location of the cul -de -sac was determined by several factors. The proposed location of the cul -de -sac
provides the minimum road frontage for Lots 12 & 13 per the zoning requirements. If the cul -de -sac was relocated farther to
the east to attempt to reduce impacts, Lots 12 & 13 would not have the 20' of road frontage required, which is the minimum
frontage allowed by the City of Raleigh zoning requirements, and Lots 12 & 13 would not be developable. The River Run
property was purchased when real estate values were much higher. The project's profitability has already been greatly
reduced as a result of the change from a high density townhome development to a much lower density single family
development. Therefore, the loss of Lots 12 & 13 would greatly impact an already diminished profit margin, potentially
rendering the project financially unfeasible. Therefore, impacts at Impact Y have been minimized to the greatest extent
possible while maintaining a feasible project.
As was previously discussed, the cul -de -sac has been designed to extend just far enough to provide the minimum lot road
frontage required by the zoning requirements to make Lots 12 & 13. If the cul -de -sac would have been designed to extend
farther west to provide more than the 20' minimum road frontage on Lots 12 & 13, the road would have exceeded the 150 If
threshold for a 37.5' cul -de -sac radius for emergency vehicle turn - around, and would have been required to have a 48' cul -de-
sac radius. The expansion of the cul -de -sac from a 37.5' radius to a 48' radius would have resulted in a significant increase in
both buffer and stream impacts. Therefore, impacts have been minimized to the greatest extent practical while maintaining a
feasible project. Impacts from the cul -de -sac at Impact Q were also minimized through the use of a retaining wall to stabilize
road fill.
Stream impacts were avoided at Impact R through the use of an aerial sewer crossing to cross the stream.
Page 7 of 12
PCN Form — Version 1.3 December 10, 2008 Version

Page 8of12
PCN Form — Version 1.3 December 10, 2008 Version
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Construction techniques used to minimze impacts included headwalls and steeper fill slopes. Also, an aerial sewer crossing
will be used at Impact R to avoid stream impacts at this location.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
® Yes ❑ No
2b. If yes, mitigation is required by (check all that apply):
® DWQ ® Corps
2c. If yes, which mitigation option will be used for this project?
® Mitigation bank
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: Forrest Creek Mitigation Bank — Stream Mitigation (Previously Purchased)
Wildlands Neuse Bank: Little River Farm — Buffer Mitigation
3b. Credits Purchased (attach receipt and letter)
Type:
Stream & Buffer
Quantity: Stream — 98 If
Buffer — 16,048.5 sq ft
3c. Comments: The previous Corps NWP 29 and NCDQ 401 WQC required 98 If of stream mitigation, which was purchased
from Forrest Creek Mitigation Bank. A copy of the Mitigation Payment Receipt has been provided as an Appendix.
As a result of the modifications to the site plan from what was previously approved, Impact Q will now require buffer
mitigation, which will be provided through the purchase of 16,048.5 sq ft of buffer mitigation credits from Wildlands Neuse
Bank: Little River Farm. A copy of the Letter of Reservation has been provided as an Appendix.
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):
NA square feet
4e. Riparian wetland mitigation requested:
NA acres
4f. Non - riparian wetland mitigation requested:
NA acres
4g. Coastal (tidal) wetland mitigation requested:
NA acres
4h. Comments: NA
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.
Page 8of12
PCN Form — Version 1.3 December 10, 2008 Version

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
® Yes
❑ No
buffer mitigation?
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.
6c.
6d.
6e.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
Cul -de -sac (Impact Q)
3,720 sq ft
3 (2 for Catawba)
11,160 sq ft
Zone 2
Cul -de -sac
3,259 sq ft
1.5
4,888.5 sq ft
6f. Total buffer mitigation required:
16,048.5 sq ft
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).
The required buffer mitigation will be purchased from Wildlands Neuse Bank: Little River Farm.
A copy of the Letter of
Reservation has been provided as an Appendix.
6h. Comments:
Page 9 of 12
PCN Form — Version 1.3 December 10, 2008 Version

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
® 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: The project is located in Phase II Community and the City of Raleigh will
❑ Yes ® No
be responsible for SW review.
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
27.3% (for Phases 4 &5)
2b.
Does this project require a Stormwater Management Plan?
® Yes ❑ No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
Stormwater management will be provided through three level spreader /vegetated filter strips systems. The Stormwater
Management Plan has been preliminarily approved by the City of Raleigh, but final approval
will not be issued until receipt
of the 404/401 authorizations. Upon issuance of the final approval, a copy will be provided to DWQ.
® Certified Local Government
2e.
Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3.
Certified Local Government Stormwater Review
3a.
In which local government's jurisdiction is this project?
City of Raleigh
® Phase II
® NSW
3b.
Which of the following locally - implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ® 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):
❑ Session Law 2006 -246
❑ Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
® Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
® Yes ❑ No
Page 10 of 12
PCN Form — Version 1.3 December 10, 2008 Version

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)?
1 c. 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
❑ 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 ® 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
❑ 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 proposed project is the final phases of a previously approved subdivision, which is completely surrounded by existing
development. Therefore, the proposed project will not be a catalyst for additional development that could impact nearby
downstream water quality.
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.
Sanitary Sewer
Page 11 of 12
PCN Form — Version 1.3 December 10, 2008 Version

5.
Endangered Species and Designated Critical Habitat (Corps Requirement)
5a.
Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b.
Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
F-1 Raleigh
5c.
If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d.
What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
W &R reviewed the NC Natural Heritage Program database, located at http: / /portal.ncdenr.org /web /nhp /nhp- map- viewer,
to identify if there were any known occurrences of endangered species on or near the proposed project. The review of
the NHP database did not identify any recent occurrences of endangered species or critical habitat on the subject
property or within 2.0 miles of the project. Furthermore, issuance of the previous NWP 29 for this project documents that
the proposed project will not impact endangered species or critical habitat.
6.
Essential Fish Habitat (Corps Requirement)
6a.
Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b.
What data sources did you use to determine whether your site would impact Essential Fish Habitat?
There are no waters in Wake County classified as EFH.
7.
Historic or Prehistoric Cultural Resources (Corps Requirement)
7a.
Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b.
What data sources did you use to determine whether your site would impact historic or archeological resources?
This project (including phases 4 and 5) was previously permitted, and no historical resources were identified.
8. Flood Zone Designation (Corps Requirement)
8a.
Will this project occur in a FEMA- designated 100 -year floodplain?
❑ Yes ® No
8b.
If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? www.ncfloodmaps.com
Troy Beasley — W &R
Authorized Agent
2/22/13
Date
Applicant /Agent's Signature
Applicant /Agent's Printed Name
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page 12 of 12
PCN Form - Version 1.3 December 10, 2008 Version

AGENT AUTHORIZATION

WITHERS &RAVENEL
ENGIhUR'S I MANNERS E SORVEYbRS
AUTHORITY FOR APPOINTMENT OF AGENT
The undersigned Owner %d, /nes, LLC_ (Client) does hereby appoint Troy Beasley
Withers & Ravenel, Inc. as his, her, or it's agent for the purpose of petitioning the appropriate
local, state and federal environmental regulatory agencies (US Army Corps of Engineers, NC
Division of Water Quality, NC Division of Coastal Management, etc.) for: a) review and approval
of the jurisdictional boundaries of onsite jurisdictional areas (wetlands, surface waters, riparian
buffers, etc.) and/or; b) preparation and submittal of appropriate environmental permit
applications /requests for the River Run Phase 4 & 5 Subdivision
The Client does hereby authorize that said agent has the authority to do the following acts on
behalf of the owner:
(1) To submit appropriate requests /applications and the required supplemental
materials;
(2) To attend meetings to give representation on behalf of the Client.
(3) To authorize access to subject property for the purpose of environmental
review by appropriate regulatory agencies.
This authorization shall continue in effect until completion of the contracted task or termination by
the Client.
Date: Z
Agent's Name, Address & Telephone: Signature of Client: J-
Troy Beasley / Withers & Ravenel, Inc. do 67Inf0 V IP01
{Name - Prin (Title)
1410 Commonwealth Drive Suite 141
Wilmington, NC 28403 (Signatur )
Tel. (910.) 256 -9277 101-4 _ C- tJ_2j-_/ A-,e1a1j- Cam/
ailing Ad
JJd/ress
/ ' 4-,IoV /le Al�
City State Zip
Phone: �/ y ° -W ° 33 !�" 3)
Email�hr Inar�� f'd kop✓es -.. corY�
111 MacKenan Drive I Cary, NC 275111 tel.: [phone] l fax: [phone] l www.withersravenel.com j License No. C -0832
1410 Commonwealth Drive l Suite 1011 Wilmington, NC 28403 i teh 910.256.92771 fax: [phone]
7011 Albert Pick Road I.Suite G l Greensboro, NC 27409 1 tel: [phone] fax: 919.467,6008

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■Nf INf LRf I PLANNERS I SURVEYORS
EK.. WAkF COUNIY NOFM C'AM04 NbA

PREVIOUS RIVER RUN SUBDIVISION
404 & 401 PERMITS &
EEP MITIGATION PAYMENT RECEIPT

WJ UUL
S`t(9;�wN
U.S. ARMY CORPS OF ENGINEERS COPY
Wilmington District
Action ID: 200321366/200420721 County: Wake
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property
Owner John Wieland Homes and
Neighborhoods of NC, Inc.
Attn: Justin Patsy
Address 101,AQmAils Field Ct.
Morrisville, NC 27560
Telephone Number 919481 -3309
Authorized
Agent Soil & Environmental Consultants, Inc-
Attn: Todd Preunin er
Address 11010 Raven Ridge Road _
Raleigh, NC 27614
Telephone Number 919 -846 -5900
Size and Location of Pro ertV (waterbody, Highway nam�le umber, town, etc.: The property is-
approximately 125 acres in size. it is located on the east side of Falls of Neuse Road (SR 2000) and
approximately % mile south of the Neuse River north of Raleigh, Wake County, North Carolina_
Description of Activity: This permit authorizes excavation, installation of a culvert, and fill associated
with the construction of the River Run subdivision. Temporary impacts to waters authorized by this
permit include 98 linear feet of stream channel NWP 12 (AID 200321366) for sanitary sewer installation.
Permanent impacts to stream channels authorized by this permit total 0.037 acre, which includes 181
linear feet for a road crossing under NWP 39 (AID 2002420721). The stream channels contained on this
property are located adjacent to an unnamed tributary of the Neuse River in the Neuse River Basin.
Applicable Law: X Section 404 (Clean Water Act, 33 USC 1344) only.
Section 10 (River and Harbor Act of 1899) only.
Authorization: Regional General Permit Number
12 & 39 Nationwide Permit Number
Any violation of the conditions of the Regional General or Nationwide Permit referenced above may
subject the permittee to a stop work order, a restoration order, and/or appropriate legal action.
This Department of the Army Regional General Permit or Nationwide Permit verification does not
relieve the permittee of the responsibility to obtain any other required Federal, State, or local
approvals /permits. The permittee may need to contact appropriate State and local agencies before
beginning work. If you have any questions regarding the Corps of Engineers regulatory program,
please contact Jennifer A. Burdette at telephone number (919) 876 - 8441 extension 22
Regulatory Project Manager Signature
Date May 17, 2004* Expiration Date May 17 2006
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORM, ETC., MUST BE ATTACKED
TO THE YELLOW MOLE) COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
* Please note that above date reflects the day the work was authorized due to lapse of 45-day review as outlined in
the PCN notification requirements — see Condition 13, 67 Fed_Reg. 2090 (January 15, 2002).

.. t� ,.. � vr.ea rnA LVJ UVJ
Action ID: 200321366/200420721 County: Wake
You shall mitigate for 181 linear feet of stream channel associated with this
project by payment to the North Carolina Ecosystem Enhancement Program
(NCEEP) in the amount necessary to perform restoration to 181 linear feet of
warm water stream in the upper Neuse River Basin (Cataloging Unit 03020201)
as stated in the permit application. Construction within jurisdictional areas on the
property shall begin only after the pesmittee has made full payment with certified
check to the NCEEP, and the NCEEP has made written confirmation to the
District Engineer, that it agrees to accept responsibility for the mitigation work
required, pursuant to Paragraph N.D. of the Memorandum of Understanding
between the North Carolina Department of Environment and Natural Resources
and the U.S. Army Corps of Engineers, Wilmington District; dated November 4,
1998.
Regional Conditions
For all NWPs that involve construction of culverts, measures will be included in the
construction that will promote the safe passage of fish and other aquatic organisms. For
all culvert construction activities, the dimension, pattern, and profile of the strearn,
(above and below a pipe or culvert), should not be modified by widening the stream
channel or by reducing the depth of the stream. Culvert inverts will be buried at least one
foot below the bed of the stream for culverts greater than 48 inches in diameter. For
culverts 48 inches in diameter or smaller, culverts must be buried below the bed of the
stream to a depth equal to or greater than 20 percent of the diameter of the culvert.

4
Michael F. Easley, Governor
�CF A r�R4
William G. Ross Jr., Secretary
\� (� North Carolina Department of Environment and Natural Resources
��- Alan W. Klimek, P. E. Director
> - f Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
April 22, 2004
DWQ Project No. 04 -0544
Wake County
Page 1 of 4
John Weiland Homes
Attn: Justin Patsey
101 -A Quails Field Court
Morrisville, NC 27560
Subject Property: River Run (previously known as Falls Landing)
UT to Neuse River [03- 04 -02, 27- (20.7), C NSW (nutrient sensitive)]
APPROVAL of 401 Water Quality Certification and AUTHORIZATION CERTIFICATE per the Neuse River
Buffer Protection Rules (15A NCAC 2B.0233) with ADDITIONAL CONDITIONS
EXPRESS REVIEW PROGRAM
Dear Mr. Patsey:
You have our approval, in accordance with the attached conditions and those listed below, to place fill within or
otherwise impact 181 linear feet of perennial streams and 11,685 square feet (ft) of protected riparian buffers
for the purpose of a road crossing at the subject property, as described within your application dated April 2,
2004 and the additional information dated April 14, 2004. After reviewing your application, we have decided
that the impacts are covered by the N.C. Division of Water Quality (DWQ) General Water Quality Certification
Number 3402 (GC3402). The Certification allows you to use Nationwide Permit 39 when issued by the US
Army Corps of Engineers ( USACE).
In addition, you have our approval, in accordance with the attached conditions and those listed below, to
temporarily impact by excavation, or otherwise impact 98 linear feet of stream and 19,630 square feet (ft) of
protected riparian buffers [580(ft2) parallel Zone 1 impacts] for the purpose of constructing utility lines at the
subject property, as described within your application dated April 2, 2004 and the additional information dated
April 14, 2004. After reviewing your application, we have decided that the impacts are covered by the N.C.
Division of Water Quality (DWQ) General Water Quality Certification Number 3374 (GC3374). The
Certification allows you to use Nationwide Permit 12 when issued by the US Army Corps of Engineers
(USAGE).
This letter shall also act as your approved Authorization Certificate for impacts to the protected riparian buffers
per 15A NCAC 26 .0233. In addition, you should obtain or otherwise comply with any other required federal,
state or local permits before you go ahead with your project including (but not limited to) Erosion and Sediment
Control and Non - discharge regulations. Also, this approval will expire when the accompanying 404 permit
expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change
your project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of wetland or
150 linear feet of stream, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h).
In addition, you must follow the conditions listed in the attached certification and any additional conditions listed
below.
North Carolina Division of Water Quality, WETLANDS / 401 UNIT
2321 Crabtree Blvd., Raleigh, NC 27604 -2260 (Location)
1650 Mail Service Center, Raleigh, NC 27699 -1650 (Mailing Address)
_. _ ___ ,___ . _ ..I- -...n nnnn 1—.1 ­. /a n,..... +. +, nn nc /nnu,n}Iflnric

V
John Weiland Homes
Page 2 of 4
4/22/04
Conditions:
Mitigation must be provided for the proposed impacts as specified in the table below. We understand that
you wish to make a payment to a fund administered by the NC Ecosystem Enhancement Program (EEP) to
meet this mitigation requirement. This has been determined by the DWQ to be a suitable method to meet
the mitigation requirement. This contribution will satisfy our compensatory mitigation requirements. Until
the EEP receives and clears your check (made payable to: DENR — Ecosystem Enhancement Program),
no impacts specified in this Authorization Certificate shall occur. Mr. Ron Ferrell should be contacted at
(919) 733 -5208 if you have any questions concerning payment into the EEP. You have one month from
the date of this approval to make this payment. For accounting purposes, this Authorization
Certificate authorizes payment into the Riparian Buffer Restoration Fund to meet the following
compensatory mitigation requirement:
2. Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands, waters and
protective buffers in order to assure compliance for future wetland, water and buffer impact. These
mechanisms shall be put in place prior to impacting any wetlands, waters and /or buffers approved for
impact under this Certification Approval and Authorization Certificate. A sample deed notification can be
downloaded from the 401/Wetlands Unit web site at http: / /h2o.enr.state.nc.us /ncwetlands.
3. Erosion and sediment control practices must be in full compliance with all specifications governing the
proper design, installation and operation and maintenance of such Best Management Practices in order to
protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed, operated,
and maintained in accordance with the most recent version of the North Carolina Sediment and
Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control measures
must be such that they equal, or exceed, the requirements specified in the most recent version of
the North Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all
construction sites, borrow sites, and waste pile (spoil) projects, including contractor -owned or
leased borrow pits associated with the project.
c. If this project requires borrow pit sites, the erosion and sediment control measures must be
designed, installed, operated, and maintained in accordance with the most recent version of the
North Carolina Surface Mining Manual.
d. Any reclamation measures and implementation must comply with the reclamation in accordance
with the requirements of the Sedimentation Pollution Control Act.
4. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the
footprint of the impacts depicted in the Preconstruction Notice Application. All construction activities,
including the design, installation, operation, and maintenance of sediment and erosion control Best
Management Practices, shall be performed so that no violations of state water quality standards, statutes, or
rules occur.
5. Pursuant to NCAC 15A 2B .0233(6), sediment and erosion control devices shall not be placed in Zone 1 of
any Neuse Buffer without prior approval by the DWQ. At this time, the DWQ has not approved the use of
sediment and erosion control devices in Zone 1 anywhere on this project. Sediment and erosion control
Compensatory Mitigation
River and Subbasin
Required
Number
Stream 1:1
181 linear feet
03 -04 -02
Buffers (3:1)
580 x 3 = 1,740 (square
03 -04 -02
feet
2. Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands, waters and
protective buffers in order to assure compliance for future wetland, water and buffer impact. These
mechanisms shall be put in place prior to impacting any wetlands, waters and /or buffers approved for
impact under this Certification Approval and Authorization Certificate. A sample deed notification can be
downloaded from the 401/Wetlands Unit web site at http: / /h2o.enr.state.nc.us /ncwetlands.
3. Erosion and sediment control practices must be in full compliance with all specifications governing the
proper design, installation and operation and maintenance of such Best Management Practices in order to
protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed, operated,
and maintained in accordance with the most recent version of the North Carolina Sediment and
Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control measures
must be such that they equal, or exceed, the requirements specified in the most recent version of
the North Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all
construction sites, borrow sites, and waste pile (spoil) projects, including contractor -owned or
leased borrow pits associated with the project.
c. If this project requires borrow pit sites, the erosion and sediment control measures must be
designed, installed, operated, and maintained in accordance with the most recent version of the
North Carolina Surface Mining Manual.
d. Any reclamation measures and implementation must comply with the reclamation in accordance
with the requirements of the Sedimentation Pollution Control Act.
4. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the
footprint of the impacts depicted in the Preconstruction Notice Application. All construction activities,
including the design, installation, operation, and maintenance of sediment and erosion control Best
Management Practices, shall be performed so that no violations of state water quality standards, statutes, or
rules occur.
5. Pursuant to NCAC 15A 2B .0233(6), sediment and erosion control devices shall not be placed in Zone 1 of
any Neuse Buffer without prior approval by the DWQ. At this time, the DWQ has not approved the use of
sediment and erosion control devices in Zone 1 anywhere on this project. Sediment and erosion control

•
John Weiland Homes
Page 3 of 4
4/22/04
devices shall be allowed in Zone 2 of the buffers provided that Zone 1 is not compromised and that
discharge is released as diffuse flow.
6. The outside buffer, wetland or water boundary as well as along the construction corridor within these
boundaries approved under this Certification shall be clearly marked by orange fabric fencing for the areas
that have been approved to infringe within the buffer, wetland or water prior to any land disturbing activities
to ensure compliance with 15A NCAC 2B .0250.
7. This Certification does not authorize the discharge of waste rock and dirt into the stream or riparian zone
except for permitted areas associated with culvert conditions.
8. The project shall comply with 15A NCAC 2H .0219(i)(2)(G) and all other State, Federal and local sewer
system regulations.
9. Stormwater management structures shall be constructed and maintained according to the plans submitted
in the March 19, 2004 application.
10. All stormwater shall be directed as diffuse flow at non - erosive velocities through the protected stream
buffers and will not re- concentrate before discharging into the stream as identified within 15A NCAC 2B
.0233(5).
11. During the construction of the project, staging of equipment of any kind is not permitted in waters of the
State, or protected riparian buffers.
12. The dimension, pattern, and profile of the stream, above and below the crossing, should not be modified by
widening the stream channel or reducing the stream depth. Disturbed floodplains and streams should be
restored to natural geomorphic conditions.
13. Where practicable, culverts that are less than 48 -inch in diameter should be buried to a depth equal to or
greater than 20% of their size to allow for aquatic life passage. Culverts that are 48 -inch diameter or larger
should be buried at least 12 inches below the stream bottom to allow natural stream bottom material to
become established in the culvert following installation and to provide aquatic life passage during periods
of low flow. This may require increasing the size of the culvert to meet flow conveyance requirements. All
waters must flow through without freefalling or damming on either end of the culverts during low flow
conditions, to maintain aquatic life and/or fish passage.
14. Any riprap used must not interfere with aquatic life passage during low flow conditions.
15. If concrete is used, work must be accomplished so the wet concrete does not contact the stream water.
This will lessen the chance of altering the stream's water chemistry and causing a fish kill.
16. Heavy equipment must be operated from the banks rather than in the stream channel in order to
minimize sedimentation and reduce the likelihood of introducing other pollutants into the stream.
17. The presence of equipment in the channels must be minimized. Under no circumstances must rock,
sand or other materials be dredged from the wetted stream channel under this authorization, except in
the immediate vicinity of the culverts.
18. All mechanized equipment operated near surface waters must be regularly inspected and maintained to
prevent contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials.
19. Riparian vegetation must be reestablished within the construction limits of the project by the end of the
growing season following completion of construction. All protected riparian buffers impacted by the
placement of temporary fill or clearing activities shall be restored to the preconstruction contours and
revegetated with native woody species upon completion of the project construction.

f
John Weiland Homes
Page 4 of 4
4/22/04
20. The applicant and /or authorized agent shall contact the DWQ Express Review Program in writing at the
letterhead address within 10 days of the commencement of construction.
21. Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules
and any subsequent modifications, the applicant is required to return the attached certificate of completion
to the 401 /Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC,
27699- 1650. Please send photographs upstream and downstream of each culvert site to document correct
installation along with the Certificate of Completion form.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and /or civil penalties. This Certification shall become null and void unless the above conditions are
made conditions of the Federal 404 and /or coastal Area Management Act Permit. This Certification shall
expire upon expiration of the 404 or CAMA permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or stream
impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive
this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina
General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-
6714. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act and
the Neuse Riparian Buffer protection rule as described within 15A NCAC 2B .0233. If you have any questions,
please telephone John Dorney at 919- 733 -9646 or Debbie Edwards at 919- 733 -9502.
Sincerely,
Klimek, P. E.
C WQ, Directo
Attachments: Certificate of Completion
GC 3402
GC 3374
Cc: Todd Preuninger -S &EC
USACE Raleigh Regulatory Field Office
Steve Mitchell, DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
DWQ # 04 -0544

NCDENR
North Carolina Department of Environment and Natural Resources
Michael F. Easlev, Governor
RECRIPT
May 27, 2004
John Wieland Homes of North Carolina, Inc.
P.O. Box 87514
Atlanta, GA 30337
Re: Project: River Run (Falls Landing)
DWQ #: 04 -0544
COE #: 2003 213 66/200420721
County: Wake
William G. Ross Jr.. Secretary
The North Carolina Ecosystem Enhancement Program (NCEEP) has received a check in the amount of
$37,870.40 check number 1598, as payment for the compensatory mitigation requirements of the 401 Water
Quality Certification/Section 404 permit issued for the subject project. This receipt serves as notification that
the compensatory mitigation requirements for this project have been satisfied. Please note that you must also
comply with all other conditions of this certification and any other state, federal or local government permits or
authorization associated with this activity.
The NCEEP, by acceptance of this payment, acknowledges that the NCEEP is responsible for the
compensatory mitigation requirements associated with the subject permit and agrees to provide the
compensatory mitigation as specified in the permit. The NCEEP will restore 181 linear feet of stream and 1,740
square feet of riparian buffers in Cataloging Unit 03020201 of the Neuse River basin.
Payments to the Ecosystem Enhancement Program are NOT reimbursable unless a request for
reimbursement is received within 12 months of the date of the receipt. A letter must accompany requests for
reimbursement from the permitting agencies stating that the permit and/or authorization has been rescinded.
If you have any questions or need additional information, please contact Carol Shaw at (919) 733 -5208.
Sincerely,
Deborah D. Anderson
In- Lieu -Fee Administrator
cc: Cyndi Karoly, Wetlands /401 Unit
Jennifer Burdette, USACOE - Raleigh
Steve Mitchell, DENR Regional Office- Raleigh
File
NC DENR Ecosystem Enhancement Program One
1619 Mail Service Center, Raleigh, North Carolina 27699 -1619 NorthCarofiina
Phone: 919 - 733 -5208 \ FAX: [phone] ',Internet: h2o.enr.state.nc.us/wrp/ V Lj ut'aLLy

PREVIOUS RIVER RUN PHASES 4 &5
404 & 401 PERMITS &
EEP MITIGATION RECEIPT

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW- 2009 -01115 County: Wake U.S.G.S. Quad: NC -WAKE FOREST
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner: John Weiland Homes and Neighborhoods Address: 101 Ouail fields Court
of NC Morrisville, NC, 27560
Aeent: John Lowrance
Size and location of property (water body, road name /number, town, etc.): . Phases 4 & 5 River Run Subdivision.
Approximately 0.2 miles east of intersection Falls of Neuse Road and Tabriz Point. Lattitude 35.9296775343423 Longitude -
78.5780768853131
Description of projects area and activity: Construction of the final phases of River Run subdivision. The phase required the
discharee of fill within 49 feet of stream that exhibited important aquatic function. 98 linear feet of mitigation credits from
Forrest Creek Mitigation Sank were proposed as mitigation.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number or Nationwide Permit Number: 29
SEE ATTACHED NATIONWIDE AND SPECIAL CONDITIONS.
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted application and attached information dated April 18, 2011 . Any violation of the attached
conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order and /or
appropriate legal action.
This verification is valid until the NWP is modified, reissued, or revoked. All of the existing NWPs are scheduled to be modified,
reissued, or revoked prior to March 18, 2012. It is incumbent upon you to remain informed of changes to the NWPs. We will issue a
public notice when the NWPs are reissued. Furthermore, if you commence or are under contract to commence this activity before the
date that the relevant nationwide permit is modified or revoked, you will have twelve (12) months from the date of the modification or
revocation of the NWP to complete the activity under the present terms and conditions of this nationwide permit.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Quality (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (LAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management .
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals /permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact James Shggp at 919 -554 -4884 ext. 31.
Corps Regulatory Official �Z A%,,,� !�— _ Date: September 19, 2011
Expiration Date of Verification: March 18, 2012
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so,
please complete the attached customer Satisfaction Survey or visit http: / /per2.nwl2.usace.army.mil /survey, to complete the survey
online.
Copy Furnished:
ECC: Troy Beasley, Withers and Ravenel Inc.

Determination of Jurisdiction:
A. ❑ Based on preliminary information, there appear to be waters of the US including wetlands within the above described project
area. This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process
( Reference 33 CFR Part 331).
B. ❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
C. ® There are waters of the US and/or wetlands within the above described project area subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations,
this determination may be relied upon for a period not to exceed five years from the date of this notification.
D. ❑ The jurisdictional areas within the above described project area have been identified under a previous action. Please reference
jurisdictional determination issued Action ID
Basis For Determination
The site exhibits an ordinary high water mark ;roil tisetland criteria as defined in the 19$7 Corps Wetland Delineation 11:utual
and appropriate ReQionaI Supplement.
Attention USDA Program Participants
This del ineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The del ineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.
Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B. and C.
above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you
must submit a completed RFA form to the following address:
District Engineer, Wilmington Regulatory Division
Attn: James Sherri
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the District Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by 1 112111 l .
"It is not necessary to submit an RFA form to the District Office if you do not object to the determination in this correspondence."
Corps Regulatory Official:
Date Expiration Date

A� A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
October 9; 2009
DWQ Project # 04 -0544, Ver. 3
Wake County
Mr. John Lowrance
John Wieland Homes and Neighborhoods of NC
101 -A Quail Fields Court
Morrisville, NC 27560
Subject Property: River Run Subdivision — Phases 4 and 5 - MODIFICATION
Ut to Neuse River [030402, 27- (22.5), C, NSW]
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse River
Buffer Protection Rules (15A NCAC 2B.0233) with Additional Conditions - REVISED
Dear Mr. Lowrance:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 230 linear feet of permanent, perennial stream (181 linear feet previously
permitted and mitigated for), 221 linear feet of permanent, intermittent stream impacts, and 11,247 square
feet of Zone 1 Neuse River basin protected riparian buffer (5,269 square feet previously authorized), and
27,099 square feet of Zone 2 Neuse River basin protected riparian buffer (21,141 square feet previously
authorized), as described in your application dated March 17, 2009, and received by the DWQ on March
17, 2009, for a modification to an existing 401 Water Quality Certification issued on April 21, 2004, to
construct a residential development at the site. After reviewing your application, we have decided that the
impacts are covered by General Water Quality Certification Number(s) 3705 (GC3705). The
Certification(s) allows you to use Nationwide Permit(s) NW29 when issued by the US Army Corps of
Engineers (USACE). This Certification replaces the Certification issued to you on October 5, 2009.
This letter shall also act as your approved Authorization Certificate for impacts to the protected riparian
buffers per 15A NCAC 213 .0233. In addition, you should obtain or otherwise comply with any other
required federal, state or local permits before you go ahead with your project including (but not limited
to) Erosion and Sediment Control, and Non - discharge regulations. Also, this approval to proceed with
your proposed impacts or to conduct impacts to waters as depicted in your application shall expire
upon expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H.0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699 -1650
Location: 2321 Crabtree Blvd., Raleigh, North Carolina 27604
Phone: 919 - 733 -17861 FAX: 919 - 733 -6893
Internet: http: / /h2o,enr.state.nc.us /ncwetlands/
An Equal Opportunity 1 Affirmative Action Employer
NorthCarolina
Naturally

John Wieland Homes
Page 2 of 4
October 9, 2009
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Type of Impact
Amount Approved Units
Plan Location or Reference
Stream - perennial
230 [(linear feet) 181 linear feet
reviousl ermitted and mitigated for]
Application
Stream - intermittent
221 (linear feet)
Application
Buffers Zone 1
11,247 [(square ft.) 5,269 square feet
previously authorized]
Application
Buffers Zone 2
27,099 [(square ft.) 21,141 square feet
previously authorized]
Application
2. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre - Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
3. Erosion and sediment control practices must be in full compliance with all specifications governing
the proper design, installation and operation and maintenance of such Best Management Practices in
order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor -owned or leased borrow pits associated with the project.
c. Sufficient materials required for stabilization and /or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times.
4. Sediment and Erosion Control Measures
Sediment and erosion control measures shall not be placed in wetlands or waters without prior
approval from the Division. If placement of sediment and erosion control devices in wetlands and
waters is unavoidable, design and placement of temporary erosion control measures shall not be
conducted in a manner that may result in dis- equilibrium of wetlands or stream beds or banks,
adjacent to or upstream and down stream of the above structures. All sediment and erosion control
devices shall be removed and the natural grade restored within two (2) months of the date that the
Division of Land Resources or locally delegated program has released the project;
5. Diffuse Flow

John Wieland Homes
Page 3 of 4
October 9, 2009
All constructed stormwater conveyance outlets shall be directed and maintained as diffuse flow at
non - erosive velocities through the protected stream buffers such that it will not re- concentrate
before discharging into a stream as identified within 15A NCAC 2B .0233 (5). If this is not
possible, it may be necessary to provide stormwater facilities that are considered to remove
nitrogen. This may require additional approval from this Office.
6. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within these
boundaries approved under this authorization shall be clearly marked with orange warning fencing
(or similar high visibility material) for the areas that have been approved to infringe within the
buffer, wetland or water prior to any land disturbing activities;
7. Stormwater Management Plan Implementation Procedures (No Further Approval Needed)
• The approved SMP must be constructed and operational before any permanent building or
other structure is occupied at the site. If a development is phased, then the approved SMP for
each future phase must be constructed and operational before any permanent building or other
structure associated with that phase is occupied.
• The approved SMP, including the signed and notarized Operations & Maintenance
Agreement, as well as drainage patterns must be maintained in perpetuity.
• The SMP may not be modified without prior written authorization from the SMP approval
authority. If the SMP falls under another state stormwater program, then a copy of the
approval letter and the modified SMP must be submitted to the 401 Oversight/Express Unit
prior to the commencement of the modifications.
Mitigation:
8. Compensatory Mitigation Using the Ecosystem Enhancement Program (EEP)
Mitigation must be provided for the proposed impacts as specified in the table below. We understand
that you wish to make a payment to the Wetlands Restoration Fund administered by the NC
Ecosystem Enhancement Program (EEP) to meet this mitigation requirement. This has been
determined by the DWQ to be a suitable method to meet the mitigation requirement. Until the EEP
receives and clears your check (made payable to: DENR — Ecosystem Enhancement Program Office),
no impacts specified in this Authorization Certificate shall occur. The EEP should be contacted at
(919) 716 -19215 if you have any questions concerning payment into a restoration fund. You have 60
days from the date of this approval to make this payment. For accounting purposes, this
Authorization Certificate authorizes payment into the Wetlands Restoration Fund to meet the
following compensatory mitigation requirement:
Type of impact
Compensatory Mitigation Required
River and Sub -basin Number
Stream (perennial)
49 (linear feet)
Neuse /03020201
9. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401 Oversight/Express Review Permitting Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699 -1650.

John Wieland Homes
Page 4 of 4
October 9, 2009
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and /or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699 -6714. This certification and its conditions are final and binding unless you ask for a
hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved
buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is
subject to review as provided in Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act and the Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have
any questions, please telephone Cyndi Karoly or Ian McMillan at 919- 733 -1786.
Sin c el y,
Coleen H. Sullins
CHS /cbk/ijm
Enclosures: GC3705
Certificate of Completion
NC DWQ 401 WQC Summary of Permitted Impacts and Mitigation Requirements
cc: USACE Raleigh Regulatory Field Office
Lauren Witherspoon, DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Todd Preuninger, Withers & Ravenel, 111 MacKenan Drive, Cary, NC 27511
Filename: 040544Ver3RiverRunSDPhases4And5 (W ake)401_NBR_MOD_Revised

A 'N'PA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
North Carolina Division of Water Quality
401 Water Quality Certification
Summary of Permitted Impacts and Mitigation Requirements
In accordance with 15A NCAC 2H.0500, Mr. John Lowrance of John Wieland Homes and Neighborhoods of NC,
have permission to fill or otherwise impact 230 linear feet of permanent, perennial stream (181 linear feet previously
permitted and mitigated for), 221 linear feet of permanent, intermittent stream impacts, 98 linear feet of temporary
stream impacts, and 11,247 square feet of Zone 1 Neuse River basin protected riparian buffer (5,269 square feet
previously authorized), and 27,099 square feet of Zone 2 Neuse River basin protected riparian buffer (21,141 square
feet previously authorized) associated with the construction of Phase 4 and 5 of the River Run residential
development located approximately one -half mile east of the intersection of Falls of the Neuse Road and Falls
Management Center Road, in Raleigh, Wake County, North Carolina. All activities associated with these authorized
impacts must be conducted with the conditions listed in the attached Permit transmittal letter. THIS
CERTIFICATION IS NOT VALID WITHOUT THE ATTACHMENTS.
COMPENSATORY MITIGATION REQUIREMENTS, ECOSYSTEM ENHANCEMENT PROGRAM
NC EEP NAME
River Run 917alls Landing)
DWQ PROJECT 4:
20040544, Ver. 3
LOCATION:
Raleigh
COUNTY
Wake
BASIN/ SUB BASIN
Neuse /03020201
As required by 15A NCAC 2H.0500, and the conditions of this Certification, you are required to compensate for the
above mitigable impacts through the restoration, creation, enhancement or preservation of wetlands, surface waters
and riparian buffers as outlined below prior to conducting any activities that impact or degrade the waters of the
state.
Note: Acreage requirements proposed to be mitigated through the Ecosystem Enhancement Program must be
rounded to one - quarter acre increments and linear foot requirements must be rounded up to the nearest foot
according to 15 2R.0503(b).
Impacts
I Mitigation
49 Linear Feet of Perennial Stream
149 Linear Feet of Perennial Stream
One of the options you have available to satisfy the compensatory mitigation requirement is through the payment of
a fee to the Wetlands Restoration Fund per NCAC 2R.0503. If you choose this option, please sign this form and
mail the form along with a copy of your 401 Certification or Buffer Approval to the Ecosystem Enhancement
Program at the address below. An invoice for the appropriate amount of payment will be sent to you upon receipt of
this form. PLEASE NOTE, THE ABOVE IMPACTS ARE NOT AUTHORIZED UNTIL YOU RECEIVE
NOTIFICATION THAT YOUR PAYMENT HAS BEEN PROCESSED BY THE ECOSYTEM ENHANCMENT
PROGRAM.
Signature
Date
ECOSYSTEM ENHANCEMENT PROGRAM
1652 Mail Service Center
RALEIGH, N.C. 27699 -1652
(919) 716 -1921
Filename: 040544Ver3RiverRunSDPhases4And5 (Wake)401_NBR MOD_EEP
401 Oversight/Express Review Permitting Unit One
1650 Mail Service Center, Raleigh, North Carolina 27699 -1650 NorthCarohna
Location: 2321 Crabtree Blvd., Raleigh, North Carolina 27604 .aturallr�
Phone: 919 - 733 -17861 FAX: 919 - 733 -6893
Internet: http: l/ h2o.enr.state,nc.us /ncwetiandsl
An Equal Opportunity 1 Affirmative Action Employer

AFFIDAVIT OF CREDIT SALE
FORREST CREEK STREAM MITIGATION BANK
NEUSE 01
The undersigned, EBX -EM, LLC, the Sponsor of the Forrest Creek Stream Mitigation Bank (the
"Bank "), hereby certifies the following:
1. WITHERS & RAVENEL, INC. has deposited monies with the Sponsor sufficient
to acquire 98.00 stream mitigation bank credits /units (the "Credits ") from the
Forrest Creek Stream Mitigation Bank for use on its John Wieland Homes -River
Run Phases 4 & 5 project (DWQ Project #04 -0544 and SAW- 2009 - 01115).
2. The John Wieland Homes -River Run Phases 4 & 5 project requires a total of
98.00 Stream Mitigation Credits in HUC 03020201 as part of its mitigation
requirements. Of this amount 98.00 Credits are being provided by the Forrest
Creek Stream Mitigation Bank Site.
3. This sale is complete and the Sponsor has deducted 98.00 Stream Mitigation
Credits from the Bank's Official Credit Ledger from the Forrest Creek Stream
Mitigation Bank Site.
A copy of the Forrest Creek Stream Mitigation Site Credit Ledger reflecting the above
transaction as complete will be provided to State and Federal Regulatory Agencies.
EBX -EM, LLC
By: A"4 �V'k_, —
Matthew Fisher, Authorized Agent
Date: 09/24/2012
Copies will be sent to:
Monte Matthews, Regulatory Project Manager, US Army Corps of Engineers
Raleigh Regulatory Field Office 3331 Heritage Trade Drive, Suite 105 Wake Forest, NC 27587

WILDLANDS LETTER OF
RESERVATION FOR BUFFER
MITIGATION

WTLDLANDS
E N G I N E E R I N G
February 22, 2013
John Weiland Homes and Neighborhoods of NC
C/O Mr. Troy Beasley, Withers & Ravenel
Mr. Dan Marro
101 Quail Fields Court
Morrisville, NC 27560
Re: Reservation of Buffer Mitigation credits for the River Run Phases 4 & 5 Project located in Wake
County, North Carolina.
Dear Mr. Marro:
For a period of ninety, (90) days from the date of this letter, Wildlands Southeast Holdings I, LLC has reserved 16,048.5
square feet of Buffer Mitigation Credits from the Wildlands Neuse River Riparian Buffer & Nutrient Umbrella
Mitigation Bank — Little River Farm Mitigation Site to satisfy the Buffer mitigation requirements related to the above
mentioned project. The Project is located in Wake County, North Carolina within the service area (HUC 03020201) of
the Bank. The credits have been reserved at the price of $.85 per square foot.
An invoice will be sent upon receipt of an impact statement from the governing municipality and the final transfer of the
credits will be made upon full receipt of your payment of $13,641.23 to Wildlands Southeast Holdings I, LLC. This
credit transfer letter will verify the credit purchase and will be issued to the governing municipality and the North
Carolina Division of Water Quality, with a copy to you for your records.
We appreciate the opportunity to assist you with your mitigation requirements. Please contact me at the office at 919-
851 -9986 ex. 100, on my mobile at 704 - 719 -2100, or via email at [e-mail] if you have any questions or
need any additional information.
Sincerely,
Robert W. Bugg
Wildlands Engineering, Inc.
Wildlands Southeast Holdings 1, LLC • 5605 Chapel Hill Road, Suite 122 • Raleigh, NC 27607

LEVEL SPREADER PLANS
BMP SUPPLEMENT FORMS

1
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SPREADER VVILTE
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LEVEL SPREADER #3
WITHERS & RAVENEL
ENGINEERS 1 PLANNERS 1 SURVEYORS
111 NacKenen Drive Cory. North Carolina Mil tel: [phone] rw.rithererevenel.cn License No. C -05i
GRAPHIC SCALE l.—jw DATE.• 02119113
0 as 50 -15 1 Of 1
LEVEL SPREADER EXHIBIT
RALEIGH WAKE COUNTY NORTH CAROLINA

,LS-VFS Design
- Forebay surface area 0 sq It Forebay is undersized.
(Depth of forebay at stormwater entry point 21 in
Depth of forebay at stormwater exit point 21 in Too deep.
Feet of level lip needed per cfs 10 ft/Cfs
Computed minimum length of the level lip needed 12 ft
Length of level lip provided 12 h Level spreader is too short to handle the flow.
Form SW401 - LS -VFS - 27M2011 - Rev-9 page 1 of 3
�a�� w R rER4G
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION
APPLICATION FORM
LEVEL SPREADER - VEGETATED FILTER STRIP (LS -VFS) SUPPLEMENT
This form must be completely filled out, printed, Initialed, and submitted.
1. PROJECT INFORMATION
-
Project name
River Run Phases & 5
Contact name
hunter Freeman, PE
Phone number
919.469.3340
Date
June 27, 2012
Drainage area number
1
[Ili; PESIGN INFORMATION
The purpose of the LS -VFS
Buffer Rule: Diffuse Flow
Stormwater enters LS -VFS from
The drainage area
Type of VFS
Engineered filter strip (graded & sodded, slope c 8 %)
Explanation of any "Other' responses above
If Stormwater Enters the LS -VFS from the Drainage Area
Drainage area
90,169 ff
Impervious surface area
45,738 to
Percent impervious
50.72 °k
Rational C coefficient
0.59
Peak flow from the 1 inmr storm
1.22 cfs
Time of concentration
5.00 min
Rainfall intensity, 1 0-yr storm
7.22 in/hr
Peak flow from the 10 -yr storm
8.82 cis
Design storm
1 Ineb/hour storm
Maximum amount of flow directed to the LS -VFS
1.22 cis
Is a flow bypass system going to be used?
Y (Y or N)
Explanation of any "Other" responses above
If Stormwater Enters the LS-VFS from a BMP
Do not complete this section of the form.
Type of BMP
Peak discharge from the BMP during the design storm
CIS
Peak discharge from the BMP during the 10 -year storm
cfs Do not complete this section of the form,
Maximum capacity of a 100 -foot long LS -VFS
10 CIS
Peak flow directed to the LS -VFS
cis Do not complete this section of the form.
Is a flow bypass system going to be used?
(Y or N)
Explanation of any "Other" responses above
,LS-VFS Design
- Forebay surface area 0 sq It Forebay is undersized.
(Depth of forebay at stormwater entry point 21 in
Depth of forebay at stormwater exit point 21 in Too deep.
Feet of level lip needed per cfs 10 ft/Cfs
Computed minimum length of the level lip needed 12 ft
Length of level lip provided 12 h Level spreader is too short to handle the flow.
Form SW401 - LS -VFS - 27M2011 - Rev-9 page 1 of 3

Width of VFS
Elevation at downslope base of level lip
Elevation at the end of the VFS that is farthest from the LS
Slope (from level lip to the and of the VFS)
Are any draws present in the VFS?
Is there a collector Swale at the end of the VFS?
Bypass System Design (if applicable)
Is a bypass system provided?
Is there an engineered flow splitting device?
Dimensions of the channel (see diagram below):
M
B
W
y (flow depth for 10 -year storm)
freeboard (during the 10 -year storm)
Peak velocity in the channel during the 10 -yr storm
Channel lining material
Does the bypass discharge through a wetland?
Does the channel enter the stream at an angle?
Explanation of any "Other' responses above
tom- -
30
ft
25120
fmsl
251.20
fmsl
6.67
%
N
(Y or N) OK
N
(Y or N)
Y (Y or N)
Y (Y or N) Please provide plan details of flow splitter & supporting caics.
3.00 f1
0.00
it
12.00
ft
0.76
It
1.24
ft
4.21
ft/sec
Pick one:
N (Y or N)
Y (Y or N)
Line with RlpRap
LC
B
IP. 11MMEWD ITEMS CHECKLIST
EDIT Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will result
in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to indicate the
following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a requirement has not been met,
attach justification.
Requried Item:
11. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Forebay (if applicable),
- High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW), and
- Boundaries of drainage easement.
Initials Page or plan sheet number and any notes;
Form SW401 - LS -VFS - 27Ju12011 - REN.9 pa_ie ' "� "

2. Plan details (1'= 30' or larger) for the level spreader showing:
- Forebay (if applicable),
High flow bypass system,
One foot topo lines between the level lip and top of stream bank,
Proposed drainage easement, and
Design at ultimate build -out.
3. Section view of the level spreader (1" = 20' or larger) showing:
- Underdrain system (if applicable),
Level lip,
Upslope channel, and
Downslope filter fabric.
4. Plan details of the flow splitting device and supporting calculations (if applicable).
5. A construction sequence that shows how the level spreader will be protected from
sediment until the entire drainage area is stabilized.
6. If a non - engineered VFS is being used, then provide a photograph of the VFS showing
that no draws are present.
7. The supporting calculations.
8. A copy of the signed and notarized operation and maintenance (0 &M) agreement.
Farm SW401 • L5 VFS - 27Ju12011 - Rev.9 page 3 of 3

AR"A
�wRrF+�
p Y
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION
APPLICATION FORM
LEVEL SPREADER - VEGETATED FILTER STRIP (LS-VFS) SUPPLEMENT
This form must be completely filled out, printed, initialed, and submitted.
{. PROJECT INFORMATION
Project name
River Run Phases 4 & 5
Contact name
Hunter Freeman, PE
Phone number
919 - 469.3340
Date
.tune 27, 2012
Drainage area number
2
ll. DESIGN INFORMATION
The purpose of the LS -VFS
Buffer Rule: Diffuse Flow
Stormwater enters LS -VFS from
The drainage area
Type of VFS
Engineered filter strip (graded & sodded, slope < 8 %)
Explanation of any "Other" responses above
If Stormwater Enters the LS -VFS from the Drainage Area
Drainage area
54,865 Its
Impervious surface area
26,136 fly
Percent impervious
47.62 %
Rational C coefficient
0.57
Peak flow from the 1 in/hr storm
0.72 cis
Time of concentration
5100 min
Rainfall intensity, 1 0-yr storm
7.22 lnlhr
Peak flow from the 10 -yr storm
5.19 cfs
Design storm
1 Inchlhour storm
Maximum amount of flow directed to the LS -VF'S
0.71 cis
Is a flow bypass system going to be used?
Y (Y or N)
Explanation of any "Other" responses above
If Stormwater Enters the LS -VFS from a BMP
Do not complete this section of the form.
Type of BMP
Peak discharge from the BMP during the design storm
cfs
Peak discharge from the BMP during the 10 -year storm
cfs Do not complete this section of the form.
Maximum capacity of a 100 -foot long LS -VFS
10 cfs
Peak flow directed to the LS -VFS
cis Do not complete this section of the form.
Is a flow, bypass system going to be used?
(Y or N)
Explanation of any "Other" responses above
LS -VFS Design
Forebay surface area 0 sq ft Forebay is undersized.
Depth of forebay at stormwater entry point 11 in
Depth of forebay at stormwater exit point 11 in Depth is appropriate.
Feet of level lip needed per cis 10 fflcfs
Computed minimum length of the level lip needed 7 It Ten feet is the minimum level spreader length.
Length of level lip provided 10 it
Form SW401 - LS -VFS - 27Ju12011 - Rev.9 page 1 of 3

Width of VFS
Elevation at downslope base of level lip
Elevation at the end of the VFS that is farthest from the LS
Slope (from level lip to the end of the VFS)
Are any draws present in the VFS?
Is there a collector swale at the end of the VFS?
Bypass System Design (if applicable)
Is a bypass system provided?
Is there an engineered flow splitting device?
Dimensions of the channel (see diagram below);
M
B
W
y (flow depth for 10 -year storm)
freeboard (during the 10 -year storm)
Peak velocity in the channel during the 10 -yr storm
Channel lining material
Does the bypass discharge through a wetland?
Does the channel enter the stream at an angle?
Explanation of any "Other' responses above
30
h
259.20
Imsl
257.70
fmsl
5.00
%
N
(Y or N) OK
N
(Y or N)
Y (Y or N)
Y ('r or N) Please provide plan details of flow splitter & supporting cales.
3.00 11
0.00 It
12.00 It
0.63 ft
1.37 ft
3.63 tvsec
Pick one:
N (Y or N)
Y (Y or N)
Line with riprap, splitter is forebay
11
1 $
III. REQUIRED ITEMS CHECKLIST
EDIT Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will result
in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to indicate the
following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a requirement has not been met,
attach justification.
Requrled Item:
1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Forebay (if applicable),
High flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROW), and
Boundaries of drainage easement.
Initials Page or plan sheet number and any notes:
Form SW401 - LS -VFS - 27Ju12011 - Rev.9 page 2 of 3

2. Plan details (1" = 30' or larger) for the level spreader showing:
- Forebay (if applicable),
High flow bypass system,
One foot topo lines between the level lip and top of stream bank,
Proposed drainage easement, and
Design at ultimate build -out.
3. Section view of the level spreader (1" = 20' or larger) showing:
- Underdrain system (if applicable),
Level lip,
Upslope channel, and
Downslope filter fabric.
4. Plan details of the flow splitting device and supporting calculations Of applicable).
5. A construction sequence that shows how the level spreader will be protected from
sediment until the entire drainage area is stabilized.
6. If a non - engineered VFS is being used, then provide a photograph of the VFS showing
that no draws are present.
7. The supporting calculations.
B. A copy of the signed and notarized operation and maintenance (0 &M) agreement.
Form SW401 - LS -VFS - 27JuMl I - Rev .9 page 3 of 3

AGA*
U1a� v� � rF9
fl c
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION
APPLICATION FORM
LEVEL SPREADER - VEGETATED FILTER STRIP (LS -VFS) SUPPLEMENT
This form must be completely filled out, printed, Initialed, and submitted.
I. PROJECT INFORMATION
Project name
River Run Phases 4 & 5
Contact name
Hunter Freeman, PE
Phone dumber
919. 469.3340
Date
,tune 27, 2012
Drainage area number
3
II. DESIGN INFORMATION
The purpose of the LS -VFS
Buller Rule: Diffuse Flow
Stormwater enters LS -VFS from
The drainage area
Type of VFS
Engineered filter strip (graded & sodded, slope < 8 %)
Explanation of any "Other" responses above
If Stormwater Enters the LS -VFS from the Drainage,Area
Drainage area
102,801 to
Impervious surface area
40,075 fe
Percent impervious
38.98 %
Rational C coefficient
0.50
Peak flow from the 1 in/hr storm
1.18 cfs
Time of concentration
5.00 min
Rainfall intensity, 1 0-yr storm
7.22 In/hr
Peak flow from the 10 -yr storm
8.52 cis
Design storm
1 Inch/hour slorm
Maximum amount of flow directed to the LS -VFS
1.19 cfs
Is a flow bypass system going to be used?
Y (Y or N)
Explanation of any "Other" responses above
If Stormwater Enters the LS -VFS from a BMP
Do not complete this section of the form.
Type of BMP
Peak discharge from the BMP during the design storm
cfs
Peak discharge from the BMP during the 10 -year storm
cis Do not complete this section of the form.
Maximum capacity of a 100 -foot long LS -VFS
10 cis
Peak flow directed to the LS -VFS
cis Do not complete this section of the form.
Is a flow bypass system going to be used?
(Y or N)
Explanation of any "Other" responses above
LS -VFS Design
Forebay surface area 0 sq ft Forebay is undersized.
Depth of forebay at stormwater entry point 24 in
Depth of Forebay at stormwater exit point 24 in TOO deep.
Feet of level lip needed per cfs 10 bids
Computed minimum length of the level lip needed 12 it
Length of level lip provided 12 h
Form SW401 - LS -VFS - 27Ju12011 - Rev.9 page 1 of 3

Width of VFS
30
It
Elevation at downslope base of level lip
258.80
Imsl
Elevation at the and of the VFS that is farthest from the LS
266.40
fmsi
Slope (from level lip to the end of the VFS)
8.00
% VFS is too steep.
.Are any draws present in the VFS?
N
(Y or N) OK
Is there a collector swale at the end of the VFS?
N
(Y or N)
Bypass System Design (if applicable)
Is a bypass system provided?
Y
(Y or N)
Is there an engineered flow splitting device?
Y
(Y or N) Please provide plan details of flow splitter & supporting talcs.
Dimensions of the channel (see diagram below):
M
3.00
It
B
0.00
it
W
12.00
It
y (flow depth for 10 -year storm)
0.63
It
Freeboard (during the 10 -year storm)
1.37
ft
Peak velocity in the channel during the 10 -yr storm
6.29
ft/sec
Channel lining material
Pick one.
Does the bypass discharge through a wetland?
N
(Y or N)
Does the channel enter the stream at an angle?
Y
(Y or N)
Explanation of any 'Other' responses above
Line with riprap,
splitter is forebay
t1'
♦ B 1
114. REQUIRED ITEMS CHECKLIST
EDIT Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will result
In a request for additional information. This will delay final review and approval of the project. Initial in the space provided to indicate the
following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a requirement has not been met,
attach justification.
Requried Item:
t. Plans (1" - 59 or larger) of the entire site showing:
- Design at ultimate build -out,
Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Forebay (if applicable),
High flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROW), and
Boundaries of drainage easement.
Initials Page or plan sheet number and any notes:
Form SW401 - LS -VFS - 27Ju12011 - Rev.9 page 2 of 3

2. Plan details (1" = 30' or larger) for the level spreader showing:
- Forebay (if applicable),
High flow bypass system,
One foot topo lines between the level lip and top of stream bank,
Proposed drainage easement, and
Design at ultimate build -out.
3. Section view of the level spreader (1" = 20' or larger) showing:
- Underdrain system (if applicable),
Level lip,
Upslope channel, and
Downslope filter fabric.
4. Plan details of the flow splitting device and supporting calculations (if applicable).
5. A construction sequence that shows how the level spreader will be protected from
sediment until the entire drainage area is stabilized.
6. If a non - engineered VFS is being used, then provide a photograph of the VFS showing
that no draws are present
7. The supporting calculations.
B. A copy of the signed and notarized operation and maintenance (0 &M) agreement.
Form SW401 - L&-VFS - 27M2011 - Rev.9 page 3 of 3

RIVER RUN PHASES 4 & 5
STORMWATER MANAGEMENT REPORT
RALEIGH, NORTH CAROLINA
BYPASS CHANNEL
CALCULATIONS
River Run Phases 4 & 5 W &R Project 2080688.04
Stormwater Management Report Revised August 2012

Level Spreader 1
Project Description
Friction Method Manning Formula
Solve For Normal Depth
Input Data
Roughness Coefficient
0.059
it
Channel Slope
0.15000
ft/it
Left Side Slope
3.00
Rift (H:V)
Right Side Slope
3.00
Rift (H:V)
Bottom Width
0.00
it
Discharge
7.22
ft'IS
Results
Normal Depth
0.76
it
Flow Area
1.72
ftx
Wetted Perimeter
4.78
it
Hydfauiic Radius
0.36
it
Top Width
4.54
it
Critical Depth
0.82
H
Critical Slope
0.10038
ftfft
Velocity
4.21
ftis
Velocity stead
0.28
it
Specific Energy
1.03
it
Froude Number
1.21
Flow Type
Supercritical
GVF Input Data
Downstream Depth
0.00
it
Length
0.00
it
Number Of Steps
0
GVF Output Data
Upstream Depth
0.00
it
Profile Description
Profile Headloss
0.00
it
Downstream Velocity
Infinity
ftls
Upstream Velocity
Infinity
ft/s
Normal Depth
0.70
it
Critical Depth
0.82
ft
Channel Slope
0.15000
f1IR
Bentley Systems, Inc. Haested Methads SoIBft ld�eFiBrwMaster V8i ISELECTserles 1) [08. 11.01 .031
6l27f2012 6:06:26 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA [phone] Page 1 of 2

GVF Output Data
Critical Slope
Level Spreader I
0.10038 ft/ft
0#"0qy:*y*vm *ES )4ast ®d Methods VVISELE, M8 #1 RI.024 1
612712012 6-.06:26 PM 200 W [phone]A6 #Vw ,,I of 4-

Level Spreader 2
Project Description
Friction Method Manning Formula
Solve For Normal Depth
Input Data
Roughness Coefficient
0.069
it
Channel Slope
0.16000
ft/ft
Left Slde Slope
3.00
ftlft (H:V)
Right Side Slope
3.00
f#/ft (H:V)
Bottom Width
0.00
it
Discharge
4.50
ft 3/s
Results
Normai Depth
0.63
it
Flow Area
1.17
ft=
Wetted Perimeter
3.96
it
Hydraulic Radius
0.30
it
Top Width
3.75
ft
Critical Depth
0.67
it
Critical Slope
0.10691
Wit
Velocity
3.83
ftls
Velocity Head
0.23
it
Specific Energy
0.85
it
Froude Number
9.21
Flow Type
Supercritical
GVF Input Data
Downstream Depth 0.00 it
Length 0.00 it
Number of Steps 0
GVF Output Data
Upstream Depth
0.00
it
Profile Description
Profile Headloss
0.00
it
Downstream Velocity
infinity
ft/s
Upstream Velocity
Infinity
fUs
Normal Depth
0.63
ft
Critical Depth
0.67
ft
Channel Slope
0.16000
Wit
Bentley Systems, Inc. Haestad Methods Sol B6otI4eNkxwMaster V81 ISELECTseries 11 [08.11.01.031
6127/2012 6:06:04 PM 27 Slemons Company Drive Suite 200 W Watertown, CT 06795 LISA [phone] Page 1 of 2

GVF Output Data
Critical Slope
Level Soreader 2
0,10691 Tuft
0004Y oyskwc im WOSW moow* somwmQw&-mEtst*rVM 09110TVeAes " '10M1k4L031
612712012 6:06:04 PM O*mxm 091'11Pony DO" SufWMW Wift-wwn, C-T:46,795 USA +14MM-1666 POO, 2, of 4.

Level Spreader 3
Project Description
Friction Method Nanning Formula
Solve For Normal Depth
Input Data
Roughness Coefficient
0.069
fl
Channel Slope
0.43000
ft/ft
Left Side Slope
3.00
ftlft (H:V)
Right Side $lope
3.00
ft/ft (H-.V)
Bottom Width
0.00
ft
Discharge
7.40
ft'ls
Results
Normal Depth
0.63
fl
Flow Area
1.18
ft'
Wetted Perimeter
3.96
ft
Hydraulic Radius
0.30
ft
Tap Width
3.76
ft
Critical Depth
0.82
ft
Critical Slope
0.40004
ft/ft
Velocity
6.29
ftls
Velocity Head
0.61
ft
Specific Energy
1.24
ft
Froude Number
1.98
Flow Type
Supercritical
GVF Input Data
Downstream Depth
0.00
ft
Length
0.00
ft
Number Of Steps
0
GVF Output Data
Upstream Depth
0.00
ft
Profile Description
Profile Headloss
0.00
ft
Downstream Velocity
Infinity
ftls
Upstream Velocity
Infinity
ftls
Normal Depth
0.63
ft
Critical Depth
0.82
ft
Channel Slope
0.43000
ftlft
Bentley Systems, Inc. Haes tad Methods Sall3fiad4d* wMaster V$i ISELECTserles 1) [0811,0 1 .03)
612712012 6:06:53 PM 27 Siamons Company Drive Suite 200 W Watertown, CT 06795 USA +1.203-755.1666 Page 1 of 2

GVF Output Data
Critical Slope
Level Spreader 3
0,10DO4 ftift
Bentley Systems, hw Wass t*dV6tWdgSo$E*atid;d*iwMacterY (SEL ECTserles 1), ' -Or 1441-
612712012 6:06:53 PM 27SY Company Drive ftjtW,,2
.0-9.mW, W;at*rtow%0T-,06795 USA 1 t3 W 149p 2 0 2

RIVER RUN PHASES 4 & 5
STORMWATER MANAGEMENT REPORT
RALEIGH, NORTH CAROLINA
NITROGEN LOADING
CALCULATIONS
River Run Phases 4 & 5 W &R Project 208o688.04
Stormwater Management Report Revised August 2012

Nitrogen Control Plan
Method 1
River Run
Project Name: River Run Date: 8/8/2012
Project #: 2080688.04 Computed by: HCF
Site Summary
Permanently Protected Undisturbed Area - 0.00 ac
Managed Open Space = 5.44 ac
Right of Way = 1.80 ac
Lot Area - 7.28 ac
Total Area = 14.52 ac
FctimatPrl pnat- L)1-VPln1b1'11rnt TN I nadine
Drains
a Areal: Level Sp reader #1
Type of Land Cover
Acres
TN Export Coeff.
TN EXPORT (Ibs /yr)
Estimated Project BMP TN Removal:
Ibs/ac/ r)
(Ibs /ac/ r)
Permanently Protected Undisturbed Area
Permanently Protected Undisturbed Area
6.00
0.6
0.00
Managed Open Space
0100
1.2
0.00
Right of Way
Q67
12.0
8.04
Lots
7 ,!i0.
3.8
5.32
Totals Totalsl
2.07
6.86
13.36
tsnmateo vrvmr repuc:oon for iarvra: au n
Estimated Drainage Area I Nitrogen Loading Reduction: 4.01 Ibs /yr
Drainage Area II: Level Spreader #2
Type of Land Cover
Acres
TN Export Coeff.
TN EXPORT (Ibs/yr)
Ibs /yr
Estimated Project BMP TN Removal:
Ibs/ac/ r)
Ibs /yr
Permanently Protected Undisturbed Area
Q;W`
0.6
0.00
Managed Open Space
[7;15
1.2
0.18
Right of Way
17:34
12.0
3.60
Lots
0;8.1 •
3.8
3.08
Totalsi
1.26
6.86
tsumatea 6m Keaucnon :or LWvr�: 3ki
Estimated Drainage Area II Nitrogen Loading Reduction: 2.06 Ibs /yr
Drainage Area III: Level Spreader #3
Type of Land Cover
Acres
TN Export Coeff.
TN EXPORT (lbs/yr)
Ibs /yr
Estimated Project BMP TN Removal:
(Ibs /acl r)
Ibs /yr
Permanently Protected Undisturbed Area
O.00
0.6
0.00
Managed Open Space
Ot3$.
3.8
1.44
Right of Way.
4 :'•
12.0
9.48
Lots
r i�5:.
3.8
0.19
Totalsl
1.22
r 11.11
Estimated BMP Reduction Tor LYVI-S: 0
Estimated Drainage Area III Nitrogen Loading Reduction: 0.00 Ibs /yr
* * Note - 1.14 acres offsite area draining to LS #3 removed from onsite loading calcs
Drainage Area IV: Untreated
Type of Land Cover
Acres
TN Export Coeff.
TN EXPORT (Ibs/yr)
Ibs /yr
Estimated Project BMP TN Removal:
(Lbs/ac/ r)
Ibs /yr
Permanently Protected Undisturbed Area
I
0.6
0.00
Managed Open Space
1.2
5.89
Right of Way
4 :'•
12.0
0.48
Lots
3.8
19.08
Totalsi
9.97
25.45
Estimated BMP Reduction: 0
Estimated Drainage Area IV Nitrogen Loading Reduction: 0.00 Ibs /yr
Total Area:
14.52
Acres
Estimated Project Pre -BMP TN Export:
56.78
Ibs /yr
Estimated Project BMP TN Removal:
6.07
Ibs /yr
Estimated Project TN Load Rate After BMPs:
3.49
Ibs /ac /yr
Estimated Project Composite Nitrogen Loading Rate Reduction:
10.68
Estimated Project Buy Down (EEP Rates): $0.00
Estimated Project Buy Down (Estimated Bank Rates): $0.00

IMPACT EXHIBITS

w
Z
a
W
® PROPOSED NRB ZONE 1 IMPACT
PROPOSED NRB ZONE 2 IMPACT
® PROPOSED STREAM IMPACT
PROPOSED UNIMPORTANT STREAM
IMPACT
IMPACT
Rte'
LESTREM
(FT)
TREAM
(SF)
AREA
(AC)
ZONE 1
(SF)
B
ZO E 1
(AC)
ZONE 2
(SF)
ZONE 2
(AC)
Q
49
242.0
0.006
3720
0.085
3259
0.075
R
-
-
-
1524
0.035
1234
0.028
T
-
-
-
-
-
60
0.001
V
-
-
-
731
0.017
431
0.010
W
-
-
-
827
0.019
528
0.012
X
--
-
-
766
0.018
410
0.009
Y
1 221
443.0
0.010
-
-
-
-
TOTAL
270.0
685.0
0 -016
7568
0.174
1 5922
0.135
r I
i � F
n -7j I IN PACT � ■
(SEE SHEEP 4 i 1
IMPp� T
SEE SHEEP
IMPACT —� —
t SEE SHEET 3
I I
IMPACT ! /
I SEE S EET 3
i
AV
w,
IMPACT 1
w SEE SHEET 3 {
z I r �' � ■ I y 1
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IMPACT
1 L ,
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somia 1' =i00'
RIVER RUN
PHASES 4 & 5
RALEICH WAKE COUNTY NORTH CAROLINA
MODIRED IMPACT AREA MAP
WITHERS & RAVENEL
ENGINEERS 1 PLANNERS 1 SURVEYORS
111 NacKenan Drive Cary. North Carolina 27511
tel: [phone] www.wlthereravenel.co■ License No. C-O&V
�
9 No.
1 of 5
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r +art! � _. • f 5_ - `� ■�il� l f f f f t l�► ► I l�f'.
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► `' ' ' 1 PROPOSED SANI*RY SEWER J`
. 1 � 1 � . ! I ■ r !
',', `11►rill ',� _ =;■� r' '
PROF OSED STORM DRAINAGE
1 + 1 �1 1 ►�t -�� r■
11 1 1■ Y l .�ti tl Ir r r
r1 r 17 1t 11 P111I l f` .''1,111 �■ rr r1
• 1 1 1 1 1 1 1 4' ■'i;� I I
t 1■ 1 ■.■ f y� I I I
■1 ■ ■ ■��,■ , ■,1 I , '15 f, y
i+ 1 1 i l l j l l y � l 1'rl1 ■! �
AREA > rrrrrr
Irlrl11j1
+ PIrl +r +++ , r
lie
PROPOSED RETAINING WALL
iIII!
PROPOSED STORM 14
DRAINAGE+
f� �i�1�r11 +1ltf t
-� S I I
JB I ► ► ► y l r ri '
101 ,� „} , { I r Irllr ► +rr{ is fl I
3" 1 ++ I r rrrr'rrr +r
11 �
t
� � f �i , ►111` �
FU �i `s { f t i { 4 �� �ti`iq►i r' IMPACT AREA YFJ
a RIVER
I+{ffl{+ ► },k
r i 11 ►11 ►'i}'is� ■`��ii� - -- .• ` 1�� ``• �j�'
-I-
n
I I
� r •r !r Ir■ � •/!r'+I .r,.r! r- .r � - wJ lj
Jf trr r .�t!! rrfr ■!{ sr - - -_.
IMPACT AREA Q
NRB ZONE 1
IMPACT AREA = 3,720 SF = 0.085 AC
NRB ZONE 2
IMPACT AREA = 3,259 SF = 0.075 AC
IMPORTANT STREAM
a IMPACT AREA = 49 LF = 242 SF = 0.006 AC
I\IDAt'T ADCA V
UNIMPORTANT STREAM
IMPACT AREA = 221 LF = 443 SF = 0.010 AC
WITHERS & RAVENEL
ENGINEERS I PLANNERS 1 SURVEYORS
lit NacKenan Drive Cary. North Carolina 27511 tel: [phone] --- .- ithersravenel.co- License No. C-0032
LEGEND
� f
IIII +I ► !
{I t
i I rllllr 1
l t 11 � I- ` fl ■ 1
1 l I'j 4�Ilttif
`` t ' 'I I If ■ �
I iii ■�
,Ci, If
I l + III IIII I
I I I+ t I ► {�
,r
® PROPOSED NRB ZONE 1 IMPACT
PROPOSED NRB ZONE 2 IMPACT
® PROPOSED STREAM IMPACT
PROPOSED UNIMPORTANT STREAM
IMPACT
GRAPHIC SCALE 1._5(, DATE. 02113113
0 25 50 - 75 2 Of 5
IMPACT AREAS - Q & Y
RALEIGH WAKE COUNTY NORTH CAROLINA

r _= �Mt 1► 1 4 5 1 t 1
� I111r 111 � 1 !1 \_ mot• �1 '11141 1111
Ij11111f 111 � �r 1�1rr 3 — '"�■��._ � t�� * ■� 5 ifti1111111 ►�i'
� 1 r 111ff 111 • 1 1 r��— rJ L,� 5 1 4 1 4 1 1r 1 1 1 1iL r'�:
1 e t t 5 w
1r , 444 1 4% 1 1
rr� �Gj J 11 jIv, f� ^` - R F}� ,���1
I t L J s
it
r ' �r� ■1�■ 1 1 1 1 1 1 1 y
z1 �ty��r Frl Jr�\Jrl 4 I\ff� �,rr`�L ■ +.111 In1 I I 1 r IMPA
I f +
�
. . 1111 •I I II
, ., ti 1L11}}III i I i I !
! rr r{ Jr JIrS.�� .. >,•ti. ` .• t11541t11 1 I 1 1 + 1
Cry ' - - 1
J
r ■ �// . J � C7� ' f� � � J
Ir Jr i J• ■ I I I i �� r f i �/
IF I r . !
11 1 J! 1 �J ! rr 1 J 11 j /F l f11 -I�e
r r r / J I r / J• r
1 r I J r r� •' -
I
r r ,'rr l a •�s�! f PROPOSED SANI*RY SEWER I
`L Lt 1 It � ti �i ■ ■■ �J 11 r II Jr rJ 1! r IJ JJ rr �
,1 11
t , , L ►y�+1 1 PRO OSED STORM DRAI
�1,f � 17 1+ ,1 f1 ,tL1,L� ii .' . �t11• I, 1 r
y 1 t t �1 1 L � �l1 ■Lll 1, J I:.
tk0
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n Jn
of I �,J•J Jr•,r +11 .` � IrJ /�'� i � �� ti f LiJ:I-
— — —-
k `
WITHERS & RAVENEL
ENGINEERS 1 PLANNERS I SURVEYORS
111 MacKenan Drive Cary. North Carolina 27511 tel: 919 - 469 -3340 www.withersrsvenel.com License No. C -0832
1 1 1 1 t
1A1N1NGG,–JkA7LL
T AREA
PROPOSED
IMPACT AREA
_ N i
� I
�l
EVN9,41111
® PROPOSED NRB ZONE 1 IMPACT
PROPOSED NRB ZONE 2 IMPACT
® PROPOSED STREAM IMPACT
PROPOSED UNIMPORTANT STREAM
IMPACT
N
GRAMIC scams 1._50, DATE: 02113/13
0 25 50 75 Za Of 5
IMPACT AREAS - Q & Y
RALEIGH WAKE COUNTY NORTH CAROLINA

IIMPACT AREA A
l
l
1
I
}
S
l
1l
IIMPACT AREA Rl
. . \ jm.�
fi JJ r �
fit �01'd
rr, r' . -�- �` ♦�4�-- _' -.�k: iii:
• .rfrf r � ���: ��ti��ti� � i�fJ:
zm
rn 60
C
-- - N, I
PROPOSEb
t t 1 1 !! I I
/ ,t t I t illl IJI
/
9 / / �fl1
/ 20 y lillrlil,l
s IMPACT AREA R
NRB ZONE 1
I
IMPACT AREA =
1,524 SF
= 0.035 AC
r r' I
-,1v1' Iir � J1 1 1 I 1ti 1, . 1r
r•r 4 J r rJr1 I I .
NRB ZONE 2
J' lr�r r frr �I 1
IMPACT AREA =
1,234 SF
= 0.028 AC
IMPACT AREA W
NRB ZONE 1
IMPACT AREA =
827 SF =
0.019 AC
$ NRB ZONE 2
IMPACT AREA =
528 SF =
0.012 AC
IMPACT AREA X
' NRB ZONE 1
IMPACT AREA =
766 SF =
0.018 AC
x NRB ZONE 2
IMPACT AREA =
410 SF =
0.009 AC
WITHERS & RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
ill NacKenan Drive Cary, North Carolina 27511 tel: [phone] M .rithersravenel.co- License No. C-0DM
I / /
I / I GT AREA
1
l
El
y I`:
1111 +�
fll +� Ir + rti v
1Atr SAKI
ER C
-V
rr+I•
i� ,
It /
■ r r r I l 1 - - rJ IJ J r \ r f.
ING J
,` '• I. Ir IJ r 11 I� I J• Jr J If rr �r\r:
.� I I I I , fl ■I / I JI J Ir r r r f
=r1 f 1 I II ■■ 1 1 I I J� IJ rr
f1 1 1 1 IIrJ r
I III !�tf rf.r ►.f I r' .J I rf rr I
LEGEND
® PROPOSED NRB ZONE 1 IMPACT
PROPOSED NRB ZONE 2 IMPACT
® PROPOSED STREAM IMPACT
PROPOSED UNIMPORTANT STREAM
IMPACT
GRAPKC SCALE 1._50. DATE- 02113113
a 25 50 75 Ed 5
IMPACT AREAS - R, W & X
RALEIGH WAKE COUNTY NORTH CAROLINA
I
/ ■ I J' 1 1 r 1
r r' I
-,1v1' Iir � J1 1 1 I 1ti 1, . 1r
r•r 4 J r rJr1 I I .
III + y I Illt II
''1f ■i'I JJ
J' lr�r r frr �I 1
y I`:
1111 +�
fll +� Ir + rti v
1Atr SAKI
ER C
-V
rr+I•
i� ,
It /
■ r r r I l 1 - - rJ IJ J r \ r f.
ING J
,` '• I. Ir IJ r 11 I� I J• Jr J If rr �r\r:
.� I I I I , fl ■I / I JI J Ir r r r f
=r1 f 1 I II ■■ 1 1 I I J� IJ rr
f1 1 1 1 IIrJ r
I III !�tf rf.r ►.f I r' .J I rf rr I
LEGEND
® PROPOSED NRB ZONE 1 IMPACT
PROPOSED NRB ZONE 2 IMPACT
® PROPOSED STREAM IMPACT
PROPOSED UNIMPORTANT STREAM
IMPACT
GRAPKC SCALE 1._50. DATE- 02113113
a 25 50 75 Ed 5
IMPACT AREAS - R, W & X
RALEIGH WAKE COUNTY NORTH CAROLINA

a
P.
1
Dell 1 1 ��r /r fr/ rrrr /r'r /rf /rf/
'�h try 1 1 y /f!'�j,rrf r /fr f err/
lilt
r. 1 i r li 411rr �. -�� �•'.r.���rrrrl /
f
.301 try, I II f, -� `.:�����•y
,11 Irll�lll
/ IMPA T A x1111 •e�FFR clef11kt,j,jyllfjl i 111111It\"
III / ely 1 !II r yl 011,11111,11, I
IMPACT AREA V
NRB ZONE 1
IMPACT AREA = 731 SF = 0.017 AC
NRB ZONE 2
IMPACT AREA = 431 SF = 0.010 AC
r • f f r /�
�r,�p / � r l r/ 1 ►. I I /' I
ff ►
1 1 f i � �- / 1 l i �►
c, �I � ' 1 r 1 r ■ <
+_I 1 I■ I ►r r Ir
+ If► /f QF
�1
r11�fr'ti ' '
r , , J /
f
rr ► 1 •!fill' rF ff !! /' fl ■
WITHERS & RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
111 NocKeaan Orin Cary. North Conlin 27511 tel: 919-4W-3340 www.withereramwl.c License No. C-08%
LEGEND
17
X11 % r1til�
® PROPOSED NRB ZONE 1 IMPACT
PROPOSED NRB ZONE 2 IMPACT
PROPOSED STREAM IMPACT
PROPOSED UNIMPORTANT STREAM
IMPACT
GRAPHIC SCAE 1'-w DATE. 02 113113
0 25 50 75 00f 5
IMPACT AREA - V
RALEIGH WAKE COUNTY NORTH CAROLINA
1 \
\
f\
\
� f
\
f \
Dell 1 1 ��r /r fr/ rrrr /r'r /rf /rf/
'�h try 1 1 y /f!'�j,rrf r /fr f err/
lilt
r. 1 i r li 411rr �. -�� �•'.r.���rrrrl /
f
.301 try, I II f, -� `.:�����•y
,11 Irll�lll
/ IMPA T A x1111 •e�FFR clef11kt,j,jyllfjl i 111111It\"
III / ely 1 !II r yl 011,11111,11, I
IMPACT AREA V
NRB ZONE 1
IMPACT AREA = 731 SF = 0.017 AC
NRB ZONE 2
IMPACT AREA = 431 SF = 0.010 AC
r • f f r /�
�r,�p / � r l r/ 1 ►. I I /' I
ff ►
1 1 f i � �- / 1 l i �►
c, �I � ' 1 r 1 r ■ <
+_I 1 I■ I ►r r Ir
+ If► /f QF
�1
r11�fr'ti ' '
r , , J /
f
rr ► 1 •!fill' rF ff !! /' fl ■
WITHERS & RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
111 NocKeaan Orin Cary. North Conlin 27511 tel: 919-4W-3340 www.withereramwl.c License No. C-08%
LEGEND
17
X11 % r1til�
® PROPOSED NRB ZONE 1 IMPACT
PROPOSED NRB ZONE 2 IMPACT
PROPOSED STREAM IMPACT
PROPOSED UNIMPORTANT STREAM
IMPACT
GRAPHIC SCAE 1'-w DATE. 02 113113
0 25 50 75 00f 5
IMPACT AREA - V
RALEIGH WAKE COUNTY NORTH CAROLINA
IMPACT AREA V
NRB ZONE 1
IMPACT AREA = 731 SF = 0.017 AC
NRB ZONE 2
IMPACT AREA = 431 SF = 0.010 AC
r • f f r /�
�r,�p / � r l r/ 1 ►. I I /' I
ff ►
1 1 f i � �- / 1 l i �►
c, �I � ' 1 r 1 r ■ <
+_I 1 I■ I ►r r Ir
+ If► /f QF
�1
r11�fr'ti ' '
r , , J /
f
rr ► 1 •!fill' rF ff !! /' fl ■
WITHERS & RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
111 NocKeaan Orin Cary. North Conlin 27511 tel: 919-4W-3340 www.withereramwl.c License No. C-08%
LEGEND
17
X11 % r1til�
® PROPOSED NRB ZONE 1 IMPACT
PROPOSED NRB ZONE 2 IMPACT
PROPOSED STREAM IMPACT
PROPOSED UNIMPORTANT STREAM
IMPACT
GRAPHIC SCAE 1'-w DATE. 02 113113
0 25 50 75 00f 5
IMPACT AREA - V
RALEIGH WAKE COUNTY NORTH CAROLINA

y \ f
� ` 1
\ y
1 ,
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i I
\ I y
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IN
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t V l I I f y 1 1 1 Yi ' �.Ylt \ �, �� Il 1 r1� JO~�,1 \ y■ I I I / II
0 1 r I I 1 1 1 1 ? I' 5.5� ti r r 1 (p 1. I, ` 1 , r 1 I r r
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1 I N V 1 1 1 1 111 1 i • �� \\ 1 1' 1 1 1 It \ •[r j r1 I rr !
l
I I f I l l k I I I i �~`♦ \ \I r' 1 1 1 1 1 1 1 I t 1 •� a� I I I I J
1 \S r. bir t tl t tl �tl I ,t l t��t+" ��,I I Jr I•
i I � 1 1 1 1 1 r Iklr, } 5 k �I 1 11 ,t rI�t_.�ISIr ■ I
50'. I ly l t 1 t s ti ::ti`�ttr i ,r I
I aR v f t} f �•..tf ,,
r r J 1 1 1► I J I 111 s U Illffsst'��`Ilnl
RIVER i fs I s s ly 1 111 i '�c �!
1 ! It I ��
1 I 1 21r'll 1 I I I } 1 I ►I1 sy tIf y �,`tiltySlyl ,
1 I —I Ti'TI- t-r�J� 1 1 I ` \� .ri�� r I I r�; r� I I I 111t1t11`li� ■�11111I1 ,:
1`C • I �� a 3 / 1 I 1 1 II l l 1 I
t , 1 1 1 I I k I S ` + r
� :., ".Of ! r�:l!,ir�f r r I r ! pl l r r f i I ■ii+lilll l ,Ir�ll f 1
M i'�n _•
{t - ?.- 1�"'C" ` l'.r '`i 1 --E- f • • / / / / ' / I 'I r 1 1 7 J 7:7 7— ,
IMPACT AREA j
�./l ■I!,1/J�1
EX S S OI —i 3
� � 1
i
/ l
}
1
l
IMPArT ARFA T LEGEND
NRB ZONE 1
IMPACT AREA = 0 SF = 0.00 AC
NRB ZONE 2
IMPACT AREA = 60 SF = 0.001 AC
WITHERS & RAVENEL
ENGINEERS 1 PLANNERS 1 SURVEYORS
[It NacKmw Rive Cap, Nm to Camlim 2751! tel: 9t9- 3310 —.vitl — .are Lcw Llc No. C-08N
® PROPOSED NRB ZONE 1 IMPACT
PROPOSED NRB ZONE 2 IMPACT
PROPOSED STREAM IMPACT
PROPOSED UNIMPORTANT STREAM
IMPACT
cRAPM SCALE 1.=. DATE. XXX
0 25 50 75 5 Of 5
IMPACT AREA - T
RALEIGH WAKE COUNTY NORTH CAROLINA