20080067 Ver 4_401 Application_20111211

WITHERS � RAVENEL ����� ���oo (�����'Q�
ENGINEER5 I PLANNERS I SURVEY❑R5
�A� 12� �11 ��B N� 02100 .00
i4io COMMONWEALTH DRIVE,SUITE iol nrrENnoN
WILMINGTON,NORTH CAROLINA,28403 Mr. lan McMillan
PHONE# 1 -807-6 6
(9io)256-9277 RE:
FAX(9io) z56-2584 Alston Pond — Permit Modification Re uest
DWQ Pro'ect#08-0067,V . A 1/
T0: NC Division of Water Quality—4oi Wetlands Unit
i65o Mail Service tenter
Raleigh,NC 27699
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WE ARE SENDING YOU �Attached ❑Under separate cover via the following items:
❑Shop Drawings ❑ Prints ❑ Plans ❑Samples ❑Specifications
❑Copy of Letter ❑Change order ❑ Diskette ❑
COPIES DATE N0. DESCRIPTION
12/6/11 02100 .00 Alston Pond Permit Modification Re uest
1 12� �11 02100 .00 $ o CheckforA lication Fee
1 12� �11 02100 .00 CD of Permit Modification
THESE ARE TRANSMITTED as checked below:
�For approval ❑Approved as submitted ❑ Resubmit copies for approval
❑For your use ❑Approved as noted ❑Submit copies for distribution
❑As requested ❑ Retumed for corrections ❑ Return corrected prints
❑For review and comment ❑ I
❑ FOR BIDS DUE zo ❑ PRINTS RETURNED AFfER LOAN TO US I,
REMARKS:
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Date: �
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COPY TO: Fle SIGNED: Troy Beasley
/f endosures are not as notea;kindly notify us at once.

WITHERS � RAVENEL
ENGINEER5 I PLANNER5 I SURVEY❑RS
December 6, 2oii
US Army Corps of Engineers NC-Division of Water Quality
Attn:Mr.James Lastinger Attn:Mr. lan McMillan ��(�(�� o
1333 Heritage Trade Drive, Suite io5 i65o Mail Service Center p � U�.�1
Wake Forest, NC 27857 Raleigh, NC 27699-i65o
�,: 2���
Re: Alston Pond Subdivision 'ilF�.� ° g
Request for Modification of 4o4/4oi Certification and Buffer Compliance
W&R Project Number—o3ioo349•0o DENR-WAjERQU�►�
Previous Corps AID#2008-0068o j"� /� j� WETLAN���aST���R�CH
DWQ#:08-0067,V� Y � A� �" L� i LV
DearMr. Lastingerand Mr. McMillan:
t �
ti
On behalf of North Broad Street, LLC, we are requesting a modification to tlTe previously issued
4o4/4oi Permits and Buffer Authorization. The permit modification request is the result of revisions to
the design of the Hilltop Needmore Road extension associated with this project, which were required
by NCDOT in a letter dated September i9, zoii. A copy of the NCDOT letter has been provided as an
Appendix.
The subject property is approximately i48 acres in size and is (ocated on the east and west side of
Hwy 55, south of the intersection of Old Adams Road and Hwy 55 in Fuquay-Varina, Wake County, I
North Carolina at Latitude: 35.6262765°N and Longitude: 78.8i32i58°W. The site contains unnamed
tributaries to Basal Creek and is located in the Neuse River Basin. The Water Quality Classification for
these features is: B; NSW, the Cataloging Unit for this site is: 03o2o2oi, and the Stream Index
number is:27-43-15-3•
' Project History
The Alston Pond Subdivision was previously issued a NWP 29 (AID #200800680), as well as a 4oi
WQC and Buffer Authorization (DWQ Project#08-0067,Ver.3) for i47 lf of permanent perennial stream
impacts, 27 lf of temporary intermittent stream impacts, o.oi9 acres of permanent wetland impacts,
o.oi4 acres of temporary wetland impacts and 33,o5i sq ft of permanent riparian buffer impacts
associated with the construction of the Alston Pond Subdivision and Hilltop Needmore Road
extension.
The previous design of the Hilltop Needmore Road extension utilized retaining to stabilize fill to
minimize wetland and stream impacts. Per the letter from NCDOT dated September i9, zoii, NCDOT
will not allow the use of retaining walls and require the use of fill siopes at a maximum slope of 2:i for
roads dedicated to NCDOT. This resulted in the road crossing being re-designed with fill slopes. The
use of fill slopes to stabilize road fill resulted in additional wetland, stream and buffer impacts.
The culvert was installed as approved under the previous permits, prior to NCDOTs requiring revisions
to the design for removal of the retaining walls and incorporation of fill slopes. Due to the extreme
cost of removing the existing culvert and installing a new culvert,design alternatives were explored for
maintaining Flow and aquatic life passage through the culvert. After reviewing several designs, it was
determined that the proposed culvert design represented the greatest minimization of additional
impacts while meeting the design criteria required by NCDOT.
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N.C.Engineering Board No.C-o832

ENGINEERS I PLANNERS I SLJRVEYORS
Proposed Impacts
The revision of the road crossing to utilize fill slopes resulted in additional wetland, stream and buffer
impacts. The revised impacts are as follows:
Wetland/Stream Impacts
The currently proposed permanent impacts consist of 297 linear feet of perennial/important stream
channel for the road crossing(Impact#3), 0.035 acres of permanent wetland impacts for construction
of a channel to direct stream flow to the culvert and fill slopes to stabilize road fill (Impact#1A).
Buffer Impacts
The revisions to the design of the Hilltop Needmore Road crossing will result in 20,125 sq ft of
permanent impacts to Zone 1 (Impact#2) and 9>327 sq ft of permanent impacts to Zone 2 (Impact#2).
The following Impact Table documents the cumulative impacts forthe proposed project.
Alstan P�nd Revised Im �ct Table
Permanent Temporary ' Permanent
' Permanent Permanent Temporary
Perennial lntermittent '� � 'Zane2 '�
'Sheet ' Impact# Znne�Buffer Wet[and ' Wetland ' '
'Stream' 'Stream' �mPacts '�uffer ' I�pacts Impacts
Im acts Im acts Im acts
#1 9,327 sf
(Revised)
#1A o.035 ac
(Revised)
A #2 20,125 sf
(Revised)
#3 2971f
(Revised)
# 56 sf
#5 1,1 1 sf
#6 3,707 sf
B #7 2,503 sf
#8 0.005 ac
� # 0.011 ac
#10 ,665 sf
p #11 0.01 ac
#12 0.003 ac
#13 26 sf
#1 1, 85 sf
#15 23 lf
E #16 668 sf
#17 668 sf
#18 285 sf
#1 61 sf
F #20 2,553 sf
Totals 2 7 lf 23 lf 2 ,63o sf 23, o.o0 2,372 sf o.01 ac
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N.C.Engineering Board No.C-o832

ENGINEERS I PLANNERS I SLJRVEYORS
The PCN impact tables have been revised to reflect the impacts listed above. A copy of the revised
PCN has been provided as an Appendix.
Avoidanceand Minimization
The revised design of the road crossing will utilize a 2:1 slope for fill slopes to minimize impacts,
which is the maximum slope allowed by NCDOT.
Mitigation
Wetland/Stream Mitigation
Mitigation was not previously required by the Corps and DWQ as the wetland impacts were less than
0.10 acres and permanent stream im pacts were less than 150 lf. As a result of the redesign of the road
crossing, the permanent stream impacts are greater than 150 lf and will require mitigation. The
applicant proposes to mitigate for the 297 lf of permanent impacts through the purchase of stream
mitigation credits from EBX-EM, LLC at a 2:1 ratio. This will result in the purchase of 594 �f of stream
mitigation for this project. A copy of the Letter of Availability from EBX-EM, LLC has been provided as
an Appendix.
Cumulative permanent wetland impacts continue to be less than o.10 acres. Therefore, wetland
mitigation is not proposed.
Buffer Mitigation
Previously, buffer mitigation was not required for this project as both road crossings associated with
this project impacted less than 1/3 acre of buffers at each crossing. However, the redesign of the
Hilltop Needmore Road extension crossing will now impact greater than 1/3 acre of buffers and will
require mitigation for this crossing. The applicant proposes to mitigate for buffer impacts through the
purchase of 74>365�5 sq ft of riparian buffer mitigation from the Wildlands Neuse River Riparian Buffer
& Nutrient Umbrella Mitigation Bank. A copy of the Letter of Reservation from Wildlands has been
attached as an Appendix.
Therefore, the Permit Modification Request will result in approval of 297 lf of permanent stream
impacts, 27 lf of temporary stream impacts, 0.054 ac of permanent wetland impacts, 0.014 acres of
temporary wetland impacts, 24,63o sq ft of permanent Zone 1 impacts and 23>490 sq ft of permanent
Zone 2 impacts.
Please feel free to contact me ifyou have any questions or require additional information to complete
your review of the application.
Sincerely,
��'`"
Troy Beasley
Environmental Scientist
WITHERS&RAVENEL, INC.
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N.C.Engineering Board No.C-o832

ENGINEERS I PLANNERS I SLJRVEYORS
Attachments—
1) Revised PCN Form
2) NCDOT Letter
3) Previously Issued NWP 29
4) Previously Issued 401 WQC and BufferAuthorization
5) EBX-EM, LLC Letter of Availability for Stream Mitigation
6) Wildlands Letter of Reservation for Buffer Mitigation
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N.C.Engineering Board No.C-o832

���a r��,
�,� �� Office Use Only:
� � �' � Corps action ID no.
� , ; ,' � Y DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification PCN Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps: � Section 404 Permit ❑ Section 10 Permit
1b. Specify Nationwide Permit(NWP) number: NWP 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 For the record only for DWQ 401 For the record only for Corps Permit:
because written approval is not required? Certification:
❑ Yes � No ❑Yes � No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation �Yes � No
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program.
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ❑Yes � No
below.
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑Yes � No
2. Project Information
2a. Name of project: Alston Pond Subdivision
2b. County: Wake
2c. Nearest municipality/town: Fuquay-Varina
2d. Subdivision name:
2e. NCDOT only, T.I.P. or state
project no:
3. Owner Information
3a. Name(s) on Recorded Deed: North Broad Street, LLC
3b. Deed Book and Page No. DB: 12671; DP:0810
3c. Responsible Party(for LLC if Tim Smith
applicable):
3d. Street address: 100 Weston Estates Way
3e. City, state, zip: Cary, NC 27513
3f. Telephone no.: 919-481-3000
3g. Fax no.:
3h. Email address: [e-mail]
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:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name: Troy Beasley
5b. Business name Withers and Ravenel
(if applicable):
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: [e-mail]
Page 2 of 12
PCN Form —Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): PIN#s 0658523920; 0658317536
1b. Site coordinates (in decimal degrees): Latitude: 35.6262765 Longitude: -78.8132158
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: ±148 acres
2. Surtace Waters
2a. Name of nearest body of water(stream, river, etc.)to gasal Creek
proposed project:
2b. Water Quality Classification of nearest receiving water: B;NSW(Stream Index#27-43-15-3
2c. River basin: Neuse River Basin
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 site is approximately 75%forested and 25%agricultural fields. A small residential community is located to the north,
NC Hwy 55 is located to the west and Basal Creek borders the property to the east.
3b. List the total estimated acreage of all existing wetlands on the property:
±g.62 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
±4,579 If
3d. Explain the purpose of the proposed project:
The purpose of the proposed project is to construct a residential subdivision.
3e. Describe the overall project in detail, including the type of equipment to be used:
The overall project includes the construction of a residential community. Large grading equipment will be used to install
the infrastructure (i.e. roads, sewer, BMPs) and prepare the site for construction of the residential homes and apartments.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property/
project(including all prior phases) in the past? � Yes ❑ No ❑ Unknown
Comments:
4b. If the Corps made the jurisdictional determination,what type
of determination was made? ❑ Preliminary � Final
4c. If yes,who delineated the jurisdictional areas? Agency/Consultant Company:Withers and Ravenel
Name (if known): Todd Preuninger Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Corps JD—6/13/2008 (AID#200800680)
DWQ Buffer Determination— March 20, 2007 (Project#NBRRO 07-028)
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.
NWP 3 &29—issued 6/13/2008—AID#200800680
401 WQC and Buffer Authorization —issued 8/26/2008—DWQ Project#08-0067. Ver. 2
Page 3 of 12
PCN Form —Version 1.3 December 10, 2008 Version

6. Future Project Plans
6a. Is this a phased project? � Yes ❑ No
6b. If yes, explain.
The subdivision will be constructed in Phases. However,the impacts for the entire project are being permitted as a single
project.
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 ofjurisdiction
number—Permanent Type of impact Type of wetland Forested (Corps-404, 10 Area of impact
(P) or Temporary(T) (if known) DWQ—non-404, other) (acres)
Impact 1A � P ❑ T Permanent/ Fill Headwater Forest �Yes � Corps 0.035 ac
❑ No � DWQ
Impact 8 � P ❑ T Permanent/ Fill Headwater Forest �Yes � Corps 0.005 ac
❑ No � DWQ
Impact 9 � P ❑ T Permanent/ Fill Headwater Forest �Yes � Corps 0.011 ac
❑ No � DWQ
Impact 11 ❑ P � T Sewer Headwater Forest �Yes � Corps 0.014 ac
Construction ❑ No � DWQ
Impact 12 � P ❑ T Permanent/ Fill Headwater Forest �Yes � Corps 0.003 ac
❑ No � DWQ
2g.Total wetland impacts 0.068 ac
2h. Comments: Impacts to wetlands will occur from rehabilitation of an existing dam to meet dam safety requirements.
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 ofjurisdiction Average Impact
number-Permanent (PER) or (Corps-404, 10 stream length
(P) or Temporary(T) intermittent DWQ—non-404, width (linear
(INT)? other) (feet) feet)
Impact 3 � P ❑ T Fill/Culvert UT to Basal � PER � Corps 5' 297 If
Creek ❑ INT � DWQ
Impact 15 ❑ P � T Sewer Crossing UT to Basal ❑ PER � Corps 3' 27 If
Creek � INT � DWQ
3h. Total stream and tributary impacts 324 If
3i. Comments:
Page5of12
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. 4b. 4c. 4d. 4e.
Open water impact Name of
number—Permanent waterbody Type of impact Waterbody type Area of impact(acres)
(P) or Temporary(T) (if applicable)
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. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or purpose of (acres)
number pond
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1
P2
Sf. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑Yes ❑ No Ifyes, permit ID no:
5i. Expected pond surtace 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
—Permanent(P) or Reason for Buffer Zone 1 impact Zone 2 impact
Temporary(T) impact Stream name mitigation (square feet) (square feet)
required?
Impact 1 � P ❑ T C oss ng UT to Basal Creek �Nos N/A 9,327 sq ft
Impact 2 � P ❑ T C oss ng UT to Basal Creek �Nos 20,125 sq ft N/A
Impact 4 � P ❑ T Channel UT to Basal Creek �Nos 456 sq ft N/A
Grading and ❑Yes
Impact 5 � P ❑ T outfall UT To Basal Creek � No N/A 1,191 sq ft
stru ctu re
Impact 6 � P ❑ T C oss ng UT To Basal Creek �Nos N/A 3,707 sq ft
Impact 7 � P ❑ T C oss ng UT To Basal Creek �Nos 2,503 sq ft N/A
Impact 10 � P ❑ T Grading UT To Basal Creek �Nos N/A 4,665 sq ft
Impact 13 � P ❑ T Co st uction UT To Basal Creek �Nos N/A 426 sq ft
Impact 14 � P ❑ T Co st uction UT To Basal Creek �Nos 1,485 sq ft N/A
Impact 16 � P ❑ T Co st uction UT To Basal Creek �Nos N/A 668 sq ft
Impact 17 � P ❑ T Grading UT To Basal Creek �Nos N/A 668 sq ft
Impact 18 � P ❑ T Channel UT To Basal Creek �Nos N/A 285 sq ft
Impact 19 � P ❑ T Channel UT To Basal Creek �Nos 61 sq ft N/A
Impact 20 � P ❑ T Grading UT To Basal Creek �Nos N/A 2,553 sq ft
6h. Total buffer impacts 34,630 sq ft 23,490 sq ft
6i. Comments: Because buffer impacts are less than 1/3 of an acre at each road crossing and grading within zone 2, sewer
lines less than 40 If and stormwater conveyances are considered an allowable uses,the applicant is not proposing buffer
mitigation.
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 development,the applicant requested that a detailed wetland delineation be conducted so that impacts to
wetlands and `waters' could be minimized. A stream channel bi-sects the property, and in order to access high ground,
impacts were unavoidable. Impacts from the Hilltop Needmore Road extension crossing were minimized by crossing the
channel at a nearly perpendicular angle and utilizing 2:1 back slopes (Sheet A). A headwall was utilized to avoid additional
wetland impacts from the northern road (Sheet B). Backslopes to stabilize lot fill were designed at a 2:1 slope to minimize
wetland impacts as well. The greenway trail was designed to utilized elevated pedestrian bridges at wetland and stream
crossings to further minimize wetland impacts.
Page 7 of 12
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.
Head walls will be used to stabilize fill at the northern road crossings and pedestrian bridges will be used for greenway
crossings. Also, silt fencing will be installed around all disturbed areas to prevent sediment from escaping the site and
entering downstream waters and wetlands.
2. Compensatory Mitigation for Impacts to Waters of the U.S.or Waters of the State
2a. Does the project require Compensatory Mitigation for � Yes ❑ No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes,mitigation is required by(check all that apply): � DWQ � Corps
� Mitigation bank
2c. If yes,which mitigation option will be used for this project? ❑ Payment to in-lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: Stream Mitigation —EBX-EM, LLC
Buffer Mitigation—Wildlands Neuse River Riparian Buffer& Nutrient Umbrella Mitigation Bank
3b. Credits Purchased (attach receipt and letter) Type Stream& Quantity Stream-594 If
Buffer Buffer-74,365.5 sq ft
3c. Comments: Copies of Letters of Reservation from both mitigation banks are attached as Appendices.
4. Complete if Making a Payment to In-lieu Fee Program
4a.Approval letter from in-lieu fee program is attached. ❑ Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal)wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page8of12
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 Hilltop Needmore Road 20,125 sq ft 3(2 for Catawba) 60,375 sq ft
Crossing
Zone 2 Hilltop Needmore Road g,327 sq ft 1.5 13,990.5 sq ft
Crossing
6f. Total buffer mitigation required: 74,365.5 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).
Buffer mitigation will be provided through purchase of riparian buffer mitigation from Wildlands Neuse River Riparian
Buffer& Nutrient Umbrella Mitigation Bank. 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.
�Yes ❑ No
Comments:
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? 31 %
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:
The Stormwater Plan consists of 4 proposed BMP's (wet detention ponds),which provide detention of the 1-year and 10-
year storms to below pre-development levels. The BMP's are designed in accordance with the latest Stormwater Best
Management Practices Manual. Level Spreaders are provided at all water quality outlet pipes from the proposed BMP's.
High flow bypass pipes are channeled directly to a stream channel. At BMP's not located adjacent to Riparian Buffers,
stormwater is discharged at non-erosive velocities through at least 30' of natural wetlands or a vegetated filter strip. The
Stormwater Management plan has been provided as an Appendix.
❑ 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 governmenYs jurisdiction is this project?
❑ Phase II
3b. Which of the following locally-implemented stormwater management programs ❑ NSW
apply(check all that apply): ❑ USMP
❑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
Page 10 of 12
PCN Form —Version 1.3 December 10, 2008 Version

5b. Have all of the 401 Unit submittal requirements been met? �Yes ❑ No
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public(federal/state/local)funds or the �Yes � No
use of public(federal/state) land?
1 b. If you answered "yes"to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ❑Yes ❑ No
(North Carolina) Environmental Policy Act(NEPA/SEPA)?
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
letter.) ❑Yes ❑ No
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.
This is a single and complete project with no additional phases proposed at this time.
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.
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
i mpacts?
❑ Raleigh
5c. If yes, indicate the USFWS Field OfFce 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 OneMap Viewer GIS website, located at http:/! .�co�emap.�etl�efault.aspx?tabid=286,to
identify if any potential occurrence of endangered species on or near the proposed project. The review of the GIS
database did not identify any recent occurrences of endangered species or critical habitat on the subject property or
within 0.5 miles of the project. The previous issuance of NWPs 3 &29 documents that the proposed project will not
impact endangered species or critical habitat.
It should also be noted that this project was previously permitted,which documents that the project will not result in
impacts to 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 designated as EFH in Wake County.
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?
There are no historic structures located on the project site.
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? FEMA FIRM Panel 0658J
Troy Beasley ' 1 �"`""
Withers and Ravenel 12/6/11
ApplicanUAgent's Signature Date
Applicant/Agent's Printed Name �AgenYs 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

��a,�.
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F � �
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•�WW�
STATE OF NORTH CAROLINA
D�PAR T MENT OF TRANSPORTATION
BEVEFU.Y EAVES PERDUE EUGENE A.CONTI,JR.
GOVERNOit SECRETARY
Septeznber 19, 2011
COUNTY_ Wake
MEMORANDUM TO: Moham�ned Mah�oub, EI
Special Studies Squad Leader
& Encroachment Section Ez�gineer
Attn: Bernie Burngarner
FROM: Gary Jones
Hydraulics Unit
SUBJECT: Proj ect: SP20 ll-179
Alston Ridge NC 55&�'uture Hilltop-
Needmore Road Morga� Cxee�Greenway, Phase��
Divisian 5
Pursuant to the requ�st by letter of August 3I, 2011 an a�fice review of the subject plans
has been made and the following comments are provided:
The 72 inch R.C.P. with Headwalls is acceptable with regard to s�ze. However,the
c�alvert rz�ust be long enough to accom�nondate the roadway typical section{pavement,
shoulder, sid�walk, etc...) and a 2_1 or flatter fil� slope to the top of the cul�ert.
The pIans indicate there is a retaining wall that extends for abo�t 750 feet afi tkae
proposed right o�way o� the southside of Hilltop Needmore roadway. It is noted that the
retaining wall is required to acommondate a storm water pond necessary for compliance
with the regulatory agencies. Because of the location of the storrn water pond relative ta
the praposed zight o�way, arry st�zc�u.ral failure of the retaining wall or higl�vvay facility
would not only resu�t in unwarranted excessive �ut�re cost�'ox zx�ai.ntenance of the
highway facility,but also obligate the Division of Highvvays to the pr�-existing pez-xz�it
abligations with the reguiatory agencies. It should be noted where corrective action by
State farces is comtemplated outside dedicated�ight of way, the Division of Highways
resezves�he right to pursue the most effective and economical action available_ Therefore
it is recammended that Rights o�'Way an.d slope easement sufficient in width to
acommondate a�propriate road�nray side slopes in accardance with N.C.D.O.T. minimum
MAIL[NG Ala[]RESS: TELEp�oNE: 919-7a7-670� l.00ATIOiV:
NC DspA�trnn�n�r O�Tt�NSaoar�,rior� FAX: 9�J-2S0-41 OS CENTURY CENTEF2 CONIPLEX
HYDRAiJLiCS Urf€T gUILDING B
1590 MAIL SERVICE CENTER WEBSITE: ViMNV.NC1707.ORG�1701-1/ 1 Q20 BIRCH RI�GE DRIVE
Rn�EiGM NC 27699-1590 Rx�EiGH NC

co�struction standards should be transferzed to the Division OF Highways as a stipulation
in the or�gxnal envixonmental permit applicatian.
Corn�nents are noted in red on returned plans. If further assistance caz�be provided please
contact this office.
This recommendatzon is made from an office review.
GDJ
cc:

Previously Issued NWP 29

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U.S. ARMY CORPS OF ENGINEERS C � �
WILMINGTON DISTRICT ;
Action ID. 200800680 County: Wake USGS Quad: Apes
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GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
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Property Owner/Authorized A�ent: North Broad Street,LLC �
Address: Attn: Tim Smith �
201 Weston Parkwav,suite 203
Cary,NC 27513 �
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Telephone No.: 919-481-3000 ;
Size and location of property(water body, road name/number,town, etc.): The Alston Pond site is approximately 148 �
acres of land loc�ted northeast of Broad St.,0.5 miles northwest of the intersection of Broad St.and Wade Nash �
Rci.,in Fuquay-Varina,Wake County,North C�rolina. Aquatic features on site drain to Basal Creek in the Neuse i
;
River Basin. '
;
Description of projects area and activity: This nermit verification allows for 1471inear feet of permanent stream �
channel impacts and 0.019 acres of permanent wetland impncts for a road crossin�,27 linear feet of temporary j'
stream channel impacts,and 0.014 acres of temporary wetland imnacts for the installation of utility lines,in �i
accordance with the anplication ancl drawin�s submitted on February 3,2011,and in accordance with the permit '
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conditions listed below. No miti��tion is required for this proposal. �
Applicable Law: � Section 404(Clean Water Act, 33 USC 1344) �
❑ Section 10(Rivers and Harbors Act, 33 USC 403) �
�
Authorization: Regional General Permit Nwnber: �
Nationwide Permit Number: 29 �
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Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached �
conditions and your submitted plans, Any violation of the attached conditions or deviation fi-om your submitted p(ans may subject the i
permittee to a stop work order, a restoration order and/or appropriate legal action. i
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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 chan�es to the NWPs. We will issue a j
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.. !
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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.
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For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act(CAMA), ;
prior to beginning work you must contact the N.C. Division of Coastal Mana�ement. �
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, i
State or local approvals/permits. i
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If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory i
program,please contact James Lastinger, at 919-554-4884 ext 32 . i
Permit Conclition: �
i
l. A pre-construction insnection of the nroject site must be nerformed bv the Army Corps of �
En6ineers,Wilmin6ton District(USACE), prior to beQinnina work�vithin jurisclictional waters. The �
apnlicant must contact the USACE to establish a suitable date and time to conduct the nre-construction
insnection. The annlicant,and construction contractor who will be istallin�the culvert/road crossin�, �
must be nresent durin6 the pre-construction insnection. Also,the exact footnrint of the nroposed fill I
Page 1 of 2 �
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must be demarcatecl for the pre-construction meetina. Geoaraphic coordinates (latitude and '
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_lon�itude), for the project endpoints (upstream and downstream locations) must be providecl before or �
on thepre-construction inspection date. The coordinates must be nrovided in North American Datum �
1983 (NAD83),decimal de�ree format.
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2. The apnlicant must notifv the USACE in writin�,no later than 30 clavs after completion of work ;
within lurisdictional w�ters. The notification must be sent to the annronriate proiect manaaer in the i
Ralei�h Reaulatory Field Office,U.S. Armv Corps of En�ineers,3331 heritage Trade Dr.,suite 10�,
Wake Forest,NC 7587. +
;
Corps Regulatory Official Date: Februarv 17,2011 !
Expiration Date of Veri ation: March 18,2012 i
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The Wilmington District is committed to providin�the highest level of support to the public. To help us ensure we continue to do so, ;
please complete the Customer Satisfaction Survey located at our website at http://re�ulatotv.usacesurvev.com/ to complete the survey �
online. �
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Determination of Jurisdiction:
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❑ Based on preliminary information,there appear to be waters of the US including wetlands within the above described project area, j
This preliminary determination is not an appealable action under the Regulatory Pro�ram Administrative Appeal Process ;
(Reference 33 CFR Part�31).
❑ 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 i
published regulations,this determination may be relied upon for a period not to e�ceed five years from the date of this i
notification. I
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❑ 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 � U44). Unless there is a change in the law or our published regulations,this �
determination may be relied tipon for a period not to exceed five years from the date of this notification.
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� The jurisdictional areas within the above described project area have been identified under a previous action. Please reference �
jurisdictional determination issued June 13,2008. Action [D 200800680 i
Basis of Jurisdictional Determination: established OHWM and the Corps 1987 Wetland Delineation Manual !
+
This iurisdictional determination is onlv for the waters/wetlands proposed for impacts associated with this Nationwide Permit �
nnd does not include any other waters/wetlands that mav be located on the property. �
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Attention USDA Program Participants �
�
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/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 lnticipate participation in USDA programs,you should request i
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work. i
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Appeals Information (This information applies only to approved jurisdictionat determinations.) j
Attached to this verification is an approved jurisdictional determination. If you are not in agreement with that approved jurisdictional '
determination,you can make an administrative appeal under 33 CFR 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: Jean Gibby,Field Office Chief, ;
Raleigh Regulatory Field Office �.
3331 Heritage Trade Dr., suite 105 ;
Wake Forest,North Carolina 27587 �
4
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 33 I.S,and that it has been received by the District Office within 60 days of the date of the NAP. Should you j
decide to submit an RFA form, it must be received at the above address by.
**It is not necessary to submit an RFA form to the District Office if you do not object to the determination in this correspondence.** i
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Corps Regulatoiy Official: i
Date Februarv 17,2011 Expiration Date June 13,2013 �
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORMS, PROJECT PLANS, ETC., MUST BE �
ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE. j
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Copy Furnished: �
Withers and Ravenel, Inc. i
Attn: Troy Beasley ,
Page 3 of 2 ',
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1410 Commonwealth Dr., sLiite 101 �
Wilminb on,NC28403 '
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Previously Issued 401 WQC & Buffer Authorization

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NC ENR '
North Carolina Department of Environment and Natural Resources '
Division of Water Quality
Beverly Eaves Perdue Coleen H.Sullins Dee Freeman '
Governor Director Secretary
April 19,2011 ',
DWQ Project#08-0067,Ver. 3 ',
Wake County
North Broad Street, LLC
201 Weston Parkway, Suite 203 '
Cary,NC 27513 '
Subject Property: Alston Pond '
Ut to Basal Creek[030403,29-43-15-3,B,NSW)
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse River
Buffer Protection Rules(15A NCAC 2B.0233)with Additional CondiNons '
Dear Sir or Madam:
You have our approval,in accordance with the attached conditions and those listed below,to place fill :
within or otherwise impact 0.033 acres of 404/wetland(0.019 acres permanent impact and 0.014 acres '
temporary impact), 1471inear feet of perennial stream,271inear feet intermittent stream(temporary
impact), and 13,550 square feet of Zone 1 Neuse River basin protected riparian buffers and 19,501 square '
feet of Zone 2 Neuse River basin protected riparian.buffers,as described in your application dated
February 1,2011,and received by the Division of Water Quality(DWQ)on February 3,201 l,with
additional information received February 14,2011,on to construct the proposed residential development
at the site. After reviewing your application,we have decided that the impacts are covered by General '
Water Quality Certification Number(s)3821 (GC3821). The Certification(s)allows you to use '
Nationwide Permit(s)NW29 when issued by the US Army Corps.of Engineers(USACE). 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 '
pr.oject,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 1501inear feet of stream,compensatory mitigation may be required as described in 15A - i
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: �
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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: ;
Wetlands,Buffers,Stormwater,Compliance and Permitting Unit(WeBSCaPe) '
1650 Mail Service Center,Raleigh,North Carolina 27699-1650
Phone:[phone] FAX [phone]
Internet:http:/Iportal.ncdenr.org/web/wq/ws ,
An Equal Opportunity 1 Affirmative Action Employer '

North Broad Street,LLC '
Page 2 of 4
April 19,2011 ',
T e of Im act Amount A roved nits) Plan Location or Reference ,
404/Wetland 0.033 [(acres)0.019 acres permanent impact PCN application page 5 of 13 '
and 0.014 acres tem or im act]
Stream- erennial 147(linear feet) PCN a lication a e 5 of 13
Stream-intermittent 27(linear feet)—tem or im act PCN a lication a e 5 of 13 '
Buffers Zone 1 13,550(s uare ft.) PCN a lication a e 7 of 13
Buffers Zone 2 19,501 (s uare ft.) PCN a lication age 7 of 13
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 mainteriance 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, insta.11ed,
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 ar 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 downstream 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. 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; ,
6. Diffuse Flow I
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 ,
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North Broad Street,LLC
Page 3 of 4
April 19,2011 '
15A NCAC 2B .0233(5). However, if diffuse flow as per 15A NCAC 02B .0233(5)is not
achieved,then the DWQ shall be notified and corrective actions to restore diffuse flow shall be
taken if necessary to impede the formation of erosion gullies. At no time shall stormwater from
the proposed development be piped directly through the buffer without prior DWQ written
authorization.
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
shucture associated with that phase is occupied.
• The approved SMP 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 Wetlands, Buffers,
Stormwater,Compliance and Permitting(WeBSCaPe)Unit prior to the commencement of :
the modifications.
8. Locate, Stake and Survey Proposed Perennial Stream Impacts '
The centerline of your proposed stream impacts must be located, staked and surveyed in the field
and this survey submitted to the DWQ prior to the occunence of the proposed impacts. If your
actual stream impacts meet or exceed 150 linear feet,you will need to mitigate for the entire
length of stream.
9. Certificate of Completion '
Upon completion of all work approved within the 401 Water Quaiity Certification or applicable
Buffer Rules,and any subsequent modifications,the applicant is required to return the attached
certificate of completion to the Wetlands,Buffers, Stormwater, Compliance and Permitting '
(WeBSCaPe)Unit,North Carolina Division of Water Quality, 1650 Mail Service Center,
Raleigh,NC,27699-1650. ,
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 wish to contest any statement in the attached Certification you must file a petition for an '
administrative hearing. You may obtain the petition form from the O�ce of Administrative Hearings. - ''
You must file the petition with the O�ce of Administrative Hearings within sixty(60)days of receipt of
this notice. A petition is considered filed when it is received in the Office of Administrative Hearings ,
during normal office hours. The Office of Administrative Hearings accepts filings Monday through '
Friday between the hours of 8:OOam and S:OOpm,except for official state holidays. The original and one ',
(1)copy of the petition must be filed with the Office of Administrative Hearings. ;
The petition may be faxed-provided the original and one copy of the document is received by the O�ce ',
of Administrative Hearings within five(5)business days following the faxed transmission.
The mailing address for the Office of Administrative Hearings is: ,
Office of Administrative Hearings ,
6714 Mail Service Center
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North Broad Street,LLC
Page 4 of 4 '
April 19,2011 '
Raleigh,NC 27699-6714 '
Telephone: [phone],Facsimile: (919)-431-3100 i
A copy of the petition must also be served on DENR as follows: ° '
Ms.Mary Penny Thompson,General Counsel
Department of Environment and Natural Resources ,
1601 Mail Service Center '
Raleigh,NC 27699-1601
Unless such a petition is filed,this Certification shall be final and binding.
i 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 Ian McMillan or Amy Chapman at 919-807-6301.
Sincerely,
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,
leen H. Sullins
CHS/ijm
Enclosures: GC3821 '
Certificate of Completion '
cc: USACE Ra.leigh Regulatory Field O�ce
Lauren Witherspoon,DWQ Raleigh Regional Office -
DLR Raleigh Regional Office
File Copy
Troy Beasley, Withers&Ravenel, 1410 Commonwealth Drive, Suite 101,Wilmington,NC 28403
Filename: 080067Ver3AlstonPond(Wake)401_NBR ',

EBX-EM, LLC
Letter of Availability for Stream Mitigation

Forrest Creek Stream Mitigation Bank
Statement of Availability- December 7, 2011
NC Division of Water Quality U.S. Army Corps of Engineers
Ms. Katie Merritt Mr. Monti Matthews
, �r �����,'r
401 Oversight/Express Permitting Unit CESAW-RG-R
1650 Mail Service Center Raleigh Regulatory Field Office
Raleigh, NC 27699-1650 3331 Heritage Trade Center, Suite 105
Wake Forest, NC 27587
Re Project: Alston Pond Subdivision
This document confirms that North Broad Street. LLC (Applicant) for the ALSTON POND
SUBDIVISION has expressed an interest to utilize 594 Linear Feet of Stream Miti�ation Credits
from the Forrest Creek Stream Mitigation Bank located in Neuse HUC 03020201. As the Bank
Sponsor for the sites, EBX-EM, LLC attests to the fact that mitigation is available for transfer
upon permit issuance.
Banker will notify applicant if the 594 Stream Miti�ation Units become considered "At Risk" of
not being available prior to permit issuance. Credits are not considered secured until payment
in full is received from the applicant resulting in the issuance of a Bill of Sale and Affidavit of
Sale by the bank acknowledging that the applicant has fully secured credits from the bank and
the Banker has accepted full responsibility for the mitigation obligation requiring the
credits/units.
The Banker will issue the Affidavit of Sale within ten (10) days of receipt of the balance of the
Purchase Price. Banker shall provide to Applicant with a copy of the Affidavit of Sale and a
documented copy of the debit of credits from the Bank Official Credit Ledger(s) showing the
permit number and the resource type secured by the applicant. A copy of the Affidavit of Sale,
with an updated Official Credit Ledger will also be sent to regulatory agencies showing the
proper documentation.
If any questions need to be answered, please contact me at 239-872-1678
Best Regards
/�Q�, /ti
Matthew R. Fisher
EBX-EM, LLC
909 Capability Drive Suite 3100. Raleigh, NC 27606

Wildlands Letter of Reservation for Buffer
Mitigation

� � �� � �
��a��r�����r��
December 7, 2011
Mr. Tim Smith
North Broad Street, LLC
100 Weston Estates Way
Cary, NC 27513
Re: Reservation of Buffer Mitigation credits the Alston Pond located Wake County, NC
Dear Mr. Smith:
Wildlands Southeast Holdings I, LLC has reserved 74,365.50 sq. ft. of Buffer Mitgation Credits from the
Wildlands Neuse River Riparian Buffer &Nutrient Umbrella Mitigation Bank— Little River Farm Mitigation
Site to satisfy the Nutrient Offset mitigation requirements related to a project referred as Alston Pond. The
Project is located within the service area (HUC 03020201) of the Bank. The credits have been reserved at the
price of$0.80 per sq. ft. An invoice has been prepared and sent to Mr.John Dempsy at Pulte Homes Group,
Inc. via email to Troy Beasley at Withers &Ravenel, Inc.
Final transfer of the credits will be made upon full receipt of your payment of$59,492.40 to Wildlands
Southeast Holdings I, LLC, at which time a credit transfer certificated verifying your credit purchase will be
issued to the local municipality requiring the mitigation credits and the North Carolina Division of Water
Quality, with a copy to you for your records. Please send payment directly to Wildlands Southeast
Holdings I, LLC at the letter head address.
We appreciate the opportunity to assist you with your mitigation requirements. Please contact me at 919-851-
9986 ex. 100 or r�i��g�ti�ildla�zdse�z .g com if you have any questions or need any additional information.
Sincerely,
{ � �
{� :�r �-����..� i��.:rY.Y�
�{j
Robert W. Bugg
Wildlands Engineering, Inc.
��'ildlaizds Souihcrxst Iloldiizgs I;LZC • n6()5 Chapcl Ilill Itoad.Suiie 122 • kalcigh;':4C 27607

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_ �� � g ; � ��e �� IMPACT SUMMARY •• �
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" � � � '�� � �•� '�•�, �•��, " E IMPACT PERENNIAL INTERMITTENT ZONE 1 BUFFER ZONE 2 BUFFER WETLANDS WETLANDS
^� � ` �.� ;� '� 1"+� �; ; _� � �'�, � # STREAM IMPACT STREAM IMPACT IMPACT IMPACT IMPACT IMPACT
� �►:� 1;r�'�5��, �' ,00�RF�000��NEPER � T
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�E � � � �� �� �¢ -- � �,,r � soo�R F�000��NE PER #2 20,125 SF(0.462 AC)
� ��N � ,-' � NC FLOOD MAPS
s �;' " ��' � ''s �
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3 , � °'� °�'��� �` A #3 297 LF 1,177 SF(0.027 AC)
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4 � �� �" ��i� �� ./���� � '�•�. #4 456 SF(0.010 AC)
F `, ,� '� � ���:� � u;,.���� J , � ��` `��,`. #5 1,191 SF(0.027AC)
; � � �� ;,�� ` ��'� ,°� ♦ #6 3,707 SF(0.085 AC)
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a ♦ �° �� �� �.� ' . �� #8 226 SF(0.005 AC)
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� � � �� ��.�:� � � �� o #10 4,665 SF(0.107 AC)
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_ .�� � �� � � �
#12 133 SF(0.003 AC)
� ,�m�� ' � �.� ���� :'`t `�, SITE DATATABLE #13 426SF(0010AC)
� ����,,,� 4 � • ♦ ��`�' �� , P IN: 0658523920
� °°«�� ��„,� � �� �� � DEEDBOOK:12671 #14 1,485SF(0.034AC)
?' �� � � � ';�`��' ♦
DEED PAGE:0810
� ���. M� �� ♦ � � #15 23LF47SF(0.001AC)
� �� �` n` '` � DEED DATE:7/25/2007
� '•_._._._._ ._ .�._.�,�' ��,�,` ; �` , TOTAL ACREAGE:137.48 ACRES #16 668 SF(0.015 AC)
f �____---_� �` y � E #17 668SF(0.015AC)
6 �'� ` ' GRAPHIC SCALE
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