20000783 Ver 5_401 Application_20170117

Environmental Consultants,
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615 • Phone: [phone]
sandec.com
To: US Army Corps of Engineers
Raleigh Regulatory Field Office
Attn: James Lastinger
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
From: Deborah E. Shirley
Soil & Environmental Consultants, PA
Re: Traditions -Phases 26, 2C & 2D
AID# SAW -2013-01789; NCDWR #00-0783v3
Wake Forest, Wake County, NC
January 17, 2017
S&EC Project # 4715.W11
NC DWR, 401 & Buffer Permitting Unit
Attn: Karen Higgins
Archdale Building — 91" Floor
512 North Salisbury Street
Raleigh, NC 27604
On behalf of the applicant, WS-TWF Development, LLC (Attn: John Myers) please find attached a
complete application and supplemental information requesting written concurrence from the U.S. Army
Corps of Engineers and the N. C. Division of Water Resources that the activities proposed below may
proceed under Nationwide Permits 29 and Water Quality Certifications 3890. Additionally, we request a
No Practical Alternatives review for proposed impacts within the Neuse River buffers. Please contact me
at [phone] if you have any questions or require additional information.
PROJECT SUMMARY
Project Name
Traditions -Phases 2B, 2C & 2D
Project Type
Residential Development
Owner / Applicant
WS-TWF Development, LLC
County
Wake
Nearest Town
Wake Forest
Waterbody Name
Hatters Branch
Basin/HUC
Neuse/03020201
Index Number
27-33-4
Class
C, NSW
IMPACT SUMMARY
Stream Impact (acres):
0.06
Jurisdictional Wetland Impact (acres):
0
Open Water Impact (acres):
0
Total Impact to Waters of the U.S. (acres):
0.06
Total Stream Impact (linear feet):
314 (Total Permanent loss = 115)
Attachments:
Pre -construction Notification (PCN) Application Form
Agent Authorization Form
USGS Topographic Map
NRCS Soil Survey Map
Neuse River Buffer letter (NBRRO #00-157)
Traditions -26, 2C & 2D Pre -Construction Notification ,41yVication

Intermittent/Perennial Stream Determination letter (IPRRO 07-033)
Surface Water Determination letter (NBRRO #14-168)
NWP Verification 14 & 29 (Traditions -Phase 1) -SAW -2013-01789
Affidavit of Mitigation Sale -Phase 1
Water Quality Certification 3886 & 3890 (Traditions -Phase 1) — DWR #00-0783v3
Restoration Systems Statement of Availability letter
NC Division of Mitigation Services Mitigation Acceptance letter
State Historic Preservation Office letter & vicinity map
Photos
Existing Conditions & Overall Site Plan
Stream & Wetland Impact Exhibits
Plan & Profile —Traditions Ridge Road
Erosion & Control Plan -Stage 1 & State 2
DWR ONLY:
$570 Application Fee
Approved Stormwater Management Plan via email
Traditions -2B, 2C & 2D Pre-Consowction Notification Application

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
1a.
Type(s) of approval sought from the
Corps:
® Section 404 Permit ❑ Section 10 Permit
1b.
Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number: N/A
1c.
Has the NWP or GP number been verified by the Corps?
® Yes
❑ No
1d.
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
le.
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
1g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
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:
Traditions Subdivision -Phases 28, 2C & 2D
2b.
County:
Wake
2c.
Nearest municipality / town:
Wake Forest
2d.
Subdivision name:
Traditions
2e.
NCDOT only, T.I.P. or state
project no:
N/A
3.
Owner Information
3a.
Name(s) on Recorded Deed:
WS-TWFDevelopment, LLC
31b.
Deed Book and Page No.
D.B. 10228; Pg. 1762
3c.
Responsible Party (for LLC if
applicable):
John P. Myers
3d.
Street address:
7208 Falls of Neuse Road, Suite 101
3e.
City, state, zip:
Raleigh, North Carolina 27615
3f.
Telephone no.:
919-306-3330
3g.
Fax no.:
N/A
3h.
Email address:
iohnCaiomsouth.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: Owner -please send correspondence to Applicant &
Agent
4b.
Name:
John P. Myers
4c.
Business name
(if applicable):
WS-TWF Development, LLC
4d.
Street address:
7208 Falls of Neuse Rd., Ste. 101
4e.
City, state, zip:
Raleigh, NC 27615
4f.
Telephone no.:
919-306-3330
4g.
Fax no.:
N/A
4h.
Email address:
IohnCcDlomsouth.cam
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Deborah Edwards Shirley
5b.
Business name
(if applicable):
Soil & Environmental Consultants, PA
5c.
Street address:
8412 Falls of Neuse Road, Ste. 104
5d.
City, state, zip:
Raleigh, NC 27615
5e.
Telephone no.:
919-846-5900
5f.
Fax no.:
919-846-9467
5g.
Email address:
l�Shlrl®v Sand�C c®m
Page 2 of 12

B. Project Information and Prior Project History
1. Property Identification
la. Property identification no. (tax PIN or parcel ID):
Parcel ID: 1851-13-0562
1b. Site coordinates (in decimal degrees): IMPACT #3
Latitude: 35.9842 Longitude: - 78.4911
(DD.DDDDDD) (-DD.DDDDDD)
1c. Property size:
t 47.60 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
UT to Hatters Branch (27-23-4)
proposed project:
2b. Water Quality Classification of nearest receiving water:
C; NSW
2c. River basin:
Neuse; Hydrologic Unit Code 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: Existing conditions consist of forested land with two utility easements bisecting the property. In addition, a
City of Raleigh sanitary sewer bisects the property to the east of the stream running through the property, and runs along
the north side of the Hatters Branch. The general land use in the vicinity of the project is residential to the northwest,
west, and south however to the northeast & east it is a mix of forested, rural residential and agricultural.
3b. List the total estimated acreage of all existing wetlands on the property:
There are no wetlands on property
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
Approximately 2,371 linearfeet
3d. Explain the purpose of the proposed project:
The purpose of the proposed project is to provide connection and additional access to the northeastern portion of the
property fora residential subdivision.
3e. Describe the overall project in detail, including the type of equipment to be used:
The overall project consists of the construction of Phases 2B, 2C & 2D of the Traditions development. Specifically,
the construction of the Traditions Ridge Drive stream crossing, two sanitary sewer crossings and riparian buffer
impacts associated with the road crossing, sanitary sewer and stormwater BMP's.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
® Yes ❑ No ❑ Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
® Preliminary ❑ Final
Comments: The PJD package will be sent via email,
following this PCN application package.
4c. If yes, who delineated the jurisdictional areas?
Agency/Consultant Company: Soil & Environmental
Name (if known): Bob Zarzecki
Consultants, PA Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
USACE-A Jurisdictional Determination was issued in 2007 (Action 1D# 200800443), it has since expired. In April 2014,
Bob Zarzecki re-evaluated the site and re-verified wetland and streams with James Lastinger on May 23, 2014. NCDWQ-
the original Neuse River Buffer Determination was conducted in June 2000, this letter does not include an expiration date
and therefore does not expire (#00-157). A new buffer delineation and field verification was completed for feature "BB",
Chem Smith confirmed the new start point of feature 'BB" on May 23, 2014 (NBRRO #14-168). Finally, an
Intermittent/Perennial Stream Determination was conducted by Lauren Witherspoon on August 21, 2007 (IPRRO# 07-
033).
Page 3 of 12
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
History
rmits or certifications been requested or obtained for
®Yes ❑ No El Unknown
ect (including all prior phases) in the past?
xplain in detail according to "help file" instructions.
Fsationwide
ationwide Permit Verification 14 & 29 was issuedforPhase 1 of thisproject on December29, 2009 (AID SAW -
330) and again on October8, 2013 (A/D SAW -2013-01789). In addition, a 401 Water Quality Certification
l 3704 & 3705 was issued for Phase I of this project on May 21, 2010 (DWQ Project # 00-0783, Ver. 2), followed
by an updated 401 Water Quality Certification Approval 3886 & 3890 being issued on September 24, 2013 (DWQ Project
# 00-0783, Ver. 3. Impacts within Phase l have been completed.
6. Future Project Plans
6a. Is this a phased project?
® Yes ❑ No
6b. If yes, explain.
Traditions was a Master Planned Mixed-use development that was approved by the Town of Wake Forest in May 2008.
Currently Phase/ has been constructed and Phase 2 is currently under construction. Portions of the Master Plan have
been sold and developed by other entities, which entail different "style" developments. Phases 28, 2C & 2D will be
constructed in phases.
Page 4 of 12

C. Proposed Impacts Inventory
1. Impacts Summary
1a. 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
E] Yes
_0 Corps
❑ No
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ 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)
S1 (#3) ® P ❑ T
Road Crossing-
UT to Hatters
® PER
® Corps
10'
115
Culvert
Branch
E] INT
El DWQ
S2 (#3) El P ®T
Road Crossing-
Temporary
UT to Hatters
® PER
® Corps
10'
62
Construction
Branch
❑ INT
❑ DWQ
S3 (#3) ® P El
Dissipater-
Permanent, No
UT to Hatters
® PER
® Corps
10'
23
Permanent Loss
Branch
[:1 INT
ElpV\/Q
Bypass Channel -
S4 (#4) ® P ❑ T
RipRap Keyed into
Hatters Branch
® PER
® Corps
g,
21
Streambed (Perm,
❑ INT
❑ DWQ
No Perm Loss)
Bypass Channel -
S5 (#5) ® P ❑ T
RipRap Keyed intoHatters
Branch
® PER
® Corps
7'
33
Streambed (Perm,
E]INT
ElDWQ
No Perm Loss)
S6 (#7A) ❑ P ® T
Sanitary Sewer-
Hatters Branch
® PER
® Corps
g
30
Open Cut
❑ INT
El DWQ
S7 (#7B) ❑ P ® T
Sanitary Sewer-
UT to Hatters
❑ PER
® Corps
81
30
Open Cut
Branch
® INT
❑ DWQ
3h. Total stream and tributary impacts
314
Page 5 of 12
PCN Form — Version 1.3 December 10, 2008 Version

3i. Comments: Total PermanenUPermanent Loss= 115 Linear Feet; Total Permanent/No Permanent Loss for Culvert
Dissipater/Channel Protection = 77 Linear Feet (Riprap keyed in to stream bed); Total Temporary
Impacts/Construction Corridor = 122 Linear Feet (construction corridor). Temporary stream impacts will be brought
back to pre-existing stream bed elevations and the stream banks stabilized.
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 individ ally list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water impact
Name of
number —
waterbody
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
(if applicable)
Temporary T
01 ❑P❑T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then com tete 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
5f. Total
5g. Comments:
51h. 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

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 El Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number —
Reason for impact
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
Stream name
mitigation
(square feet)
(square feet)
Temporary T
required?
B1 (#1) ® P ❑ T
Bypass Channel
UT to Hatters
®
385
211
Branch
No
B2 (#2) ® P ❑ T
Bypass Channel
UT to Hatters
❑ Yes
665
786
Branch
® No
B3( #3) ® P ❑ T
Road Crossing
g
UT to Hatters
Branch
® Nos
7,842
4,947
B4 (#4) ® P ❑ T
Bypass Channel
Hatters Branch
® Nos
748
578
B5 (#5A) ® P ❑ T
Bypass Channel
Hatters Branch
® Nos
1,285
2,276
B6 (#5B) ® P ❑ T
Level Spreader-
Vag Filter Strip &
UT to Hatters
❑ Yes
239
1,704
grading
Branch
No
B7 (#6) ®P [:1 T
Sanitary Sewer
UT to Hatters
El Yes
96
632
Connection
Branch
®No
B8 (#7A) ® P ❑ T
Sanitary Sewer
Crossing
Hatters Branch
El Yes
® No
1,878
2,628
B9 (#7B) ® P ❑ T
Sanitary Sewer
UT to Hatters
❑ Yes
1,761
2,815
Crossing
Branch
®No
6h. Total buffer impacts
14,899
16,577
6i. Comments:
Page 7 of 12

D.
Impact Justification and Mitigation
1.
Avoidance and Minimization
1a.
Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
S&EC completed a wetland delineation and Neuse River Buffer evaluation for the entire property in order to identify
natural resources so that impacts could be avoided/minimized to the maximum extent practicable.
Impact #'s 1, 2, 4 and 5A are all riparian buffer impacts necessary for bypass channels for designed stormwater
BMP's. Impact Area 1 will tie into the existing storm drainage system along Juniper Ave.; Impact Area 2 is a
associated with a wet pond; Impacts 4 & 5A are associated with Level Spreaders, both also require riprap to be
keyed into the stream bed to minimize erosion. Impact Area 3 is a proposed road crossing necessary to access
the northeastern portion of the property. Impacts include 115 LF of permanent stream impact for a culvert; 23 LF of
permanent, no permanent loss stream impact for an energy dissipater; and 62 LF of temporary stream impact
needed for construction activities. The road crossing was designed at a near perpendicular angle and is utilizing
headwalls and wing -walls to minimize impacts to the stream and riparian buffer. This impact location was
determined by a Town of Wake Forest collector road location, and the existing conditions of the stream and riparian
buffer area. Field observations include an historic road bed within riparian area and sever erosion on the western
stream bank, please see attached photos. Impact Area 5B is riparian buffer impacts associated with the vegetated
filter strip and grading necessary for a Level Spreader. Impact Area #6 is necessary for a connection to an existing
sanitary sewer easement, no stream impacts are proposed in this location. Impact Area 7 are two temporary
stream impacts and riparian buffer impacts associated with sanitary sewer crossings, both perpendicular to
minimize stream and riparian buffer impacts. These sewer crossings could not utilize Bore & Jack or directional drill
construction methods because the invert of the existing sewer ouffall at the same elevation as the creek.
Furthermore, the applicant is aware of the regional conditions associated with the Nationwide Permits 29. With respect to
residential development conditions (NWP 29 -Regional Conditions section 4.0) the applicant does not anticipate any
impacts to streams or wetlands associated with stormwater facilities, there are no impact associated with single-family
recreation facilities, there are no permanent wetland or stream fills proposed within the floodway/floodplain and the stream
classification for this project is C, NSW (i. e. not Outstanding Resource Waters, High Quality Waters, Coastal Wetlands or
wetland adjacent to these waters). All riprap at sewer crossings will be keyed in and stream banks stabilized.
1b.
Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Per the project engineer. tow temporary riser basins converting to permanent wet ponds, diversion ditches, silt fence,
and permanent level spreaders with filter strips are measures provided to treat the discharges from the disturbed areas
during construction and permanently treating impervious areas. Access to sensitive buffers and streams will be restricted
by tree protection limits of construction fencing. One road stream crossing is proposed. A temporary diversion ditch will
channel flow around culvert installation until permanent route is established.
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?
*USA CE @ 2:1 = 230 LF; NCDWR @ 1:1 = 192 LF
2b.
If yes, mitigation is required by (check all that apply):
® DWQ ® Corps
® Mitigation bank
2c.
If yes, which mitigation option will be used for this
®Payment to in -lieu fee program
project?
❑ Permittee Responsible Mitigation
Page 8 of 12
PCN Form — Version 1.3 December 10. 2008 Version

3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: Pancho Stream, Wetland & Nutrient Mitigation Bank, please see attached Statement of
Availability letter dated June 21, 2016.
3b. Credits Purchased (attach receipt and letter)
Type: Stream
Quantity: 138
3c. Comments: Restoration Systems had a portion of the stream mitigation
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:
92 linear feet
4c. If using stream mitigation, stream temperature:
® warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only):
0 square feet
4e. Riparian wetland mitigation requested:
0 acres
4f. Non -riparian wetland mitigation requested:
0 acres
4g. Coastal (tidal) wetland mitigation requested:
0 acres
4h. Comments: Restoration Systems had a portion of the stream mitigation credits needed, therefore the applicant had to
request additional stream mitigation credits through the NCDMS. If Restoration System has sold out of their stream credits by
the time the 404 & 401 Approvals are issued, the applicant would like to make payment to the NCDMS for the full amount of
stream credits needed (i.e. 230 stream credits).
6. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ®No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 9 of 12

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1a.
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: Stormwater Management Plans (SMP), to include diffuse flow
measures and/or facilities to treat nitrogen, has been reviewed and approved for
® Yes ❑ No
Traditions -Phase 2B, 2C & 2D. The Approved Stormwater Management Plan has
been sent via email to the NCDWR; including the signed construction drawings.
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
38
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 project has utilized a combination of wet ponds and level spreaders to treat new impervious. The Town of Wake
Forest has reviewed and Approved the Stormwater Management plan. The Approved Stormwater Management Plan has
been sent via email to the NCDWR; including the signed construction drawings.
® 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?
Town of Wake Forest
® Phase II
31b.
Which of the following locally -implemented stormwater management programs
® NSW
❑ 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
❑ HOW
4a.
Which of the following state -implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006-246
❑ Other:
41b.
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)
1a.
Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes ®No
use of public (federal/state) land?
1b.
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
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)?
21b.
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?
31b.
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.
We have reviewed the "Draft Internal Policy, Cumulative impacts and the 401 Water Quality Certification and Isolated
Wetlands Programs" document prepared by the NC Division of Water Quality on April 10, 2004, version 2.1. The draft
states that many private developments are unlikely to cause cumulative impacts, including projects such as urban in -fill,
most residential subdivisions and small commercial developments as well as agricultural and silvicultural operations. The
Traditions -Phases 28, 2C & 2D project is a residential development. Additionally, the project is located within the Wake
Forest ETJ, therefore the adjacent properties that have potential for development will have the following regulations to
protect downstream waters: 1) the Neuse River Basin Riparian Buffer Protection regulations, these regulations require
limited development within the riparian buffer areas, in addition to "diffuse flow" requirements at a minimum and could
require Best Management Practices that control nitrogen if diffuse flow cannot be achieved, 2) the Phase II NPDES
Stormwater Permit Program, this program includes permitting requirements for Municipal Separate Storm Sewer Systems
IMS4s) in addition to post -construction stormwater management requirements; and finally 3) the Neuse River Nutrient
Sensitive Waters Management Strategy requirements required by the Town of Wake Forest. We anticipate that the
NCDWR will advise us if any additional information is needed.
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.
All wastewater generated will be conveyed via gravity sewer to the local public wastewater treatment 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
impacts?
E] 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? The NC-Natural Heritage Programs Data Explorer Map was used to search for elemental occurrences of
federally protected species listed within 1 mile of the project boundaries. It was determined based on the search that
there are no elemental occurrences that are listed as federally Threatened/Endangered within or within 1 mile of the
project boundaries. Please note however that the Final 4(d) rule identifies the Northern Long-eared Bat as a Threatened
species within Wake County.
References: North Carolina Natural Heritage Program. 2016. Natural Heritage Data Exp/orer[web application].
NCDNCR, Raleigh, NC. Available at WMnon ag (Accessed: June 22, 2016)
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? The NOAA Habitat
Conservation/Habitat Protection: National Marine Fish Service; Essential Fish Habitat Mapper website was referenced.
No Essential Fish Habitat was identified near the project.
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? A State
Historical Records Review via the NC SHPO HPOWEB GIS Service was completed, no structures were identified as
being on the Study List, Surveyed, Determined Eligible or on the National Register. Additionally, a letter requesting
comment was sent to the State Historic Preservation Office (SHPO) in 2009, SHPO responded with no comments. Please
note that the SHPO letter referenced "Phase 1 ; however vicinity maps of the entire Master Plan was submitted.
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: There are no permanent impacts proposed within the FEMA
floodplain, only sanitary sewer crossings.
80. What source(s) did you use to make the floodplain determination? NC Floodplain Mapping Program
Deborah E. Shirley
January 17,
2017
Applicant/Agent's Signature
Applicant/Agents Printed Name
(Agent's signature is valid only if an authorization letterfrom the plicant
is provided.)
Date
Page 12 of 12

Soil & Environmental Consultants, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615 • Phone: [phone] • Fax: [phone]
sandeacom
PROPERTY OWNER CERTIFICATION / AGENT AUTHORIZATION
Project Name/Description: TRADITIONS -2B, 2C & 2D S&EC Project #4715.W11
Date: 2016
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
69 Darlington Avenue
Wilmington, NC 28403
Attn: James Lastinger Field Office: USACE Raleigh 1 Regulatory Field Office
I, the undersigned, a duly authorized owner of record of the property/properties identified herein, do
authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) and Soil &
Environmental Consultants, PA (S&EC) staff (as my agent) to enter upon the property herein described
for the purpose of conducting on-site investigations and issuing a determination associated with Waters
of the U.S. subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of
the Rivers and Harbors Act of 1899. This document also authorizes S&EC (as my agent) to act on my
behalf and take all actions necessary for the processing, issuance and acceptance of a permit or
certification and any and all associated standard and special conditions. This notification supersedes any
previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for government
officials to enter the property when accompanied by S&EC staff. You should call S&EC to arrange a site
meeting prior to visiting the site.
PARCEL INFORMATION:
Parcel Index Number(s) (PIN): 1851-03-8283
Site Address: Oak Grove Church Rd., Wake Forest, Wake Co., NC
Watershed: Hatters Branch, Neuse River Basin
PROPERTY OWNER INFORMATION
Name: WS - TWF Development, LLC
Address: 7208 Falls of Neuse Road, Ste 101 Raleigh, NC 27615
Phone No.: [phone]; Fax No.: ( ) Mobile No.: ( )
Email: [e-mail]
John Myers
Property Owner ( ease print)
Property
Date
We hereby certify the above information submitted in this application is true and accurate to
the best of our knowledge.

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State of North Carolina
Department of Environment
and Natural Resources
Division of Water (duality
James B. Hunt, J
Bill Holman, Sea
Kerr T. Stevens,
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CDENR
NORTH CAROLINA DEPARTMENT OF
NviRONMENT AND NATURAL RESOURCES
Soil & Environmental Consultants, Inc.
C/o Mr. Sean Clark
11010 Raven Ridge Road
Raleigh, NC 27614
Re: Neuse River Riparian Buffer Confirmation
Reservoir Tract (Hermitage Site); S&EC, Inc. Project # 99-4715
Smith Creek [03.04-02; 27-23-(1 & 1.5)]
Dear Mr. Clark,
June 14, 2000
DWQ Project # 00-0783
NBRRO Project # 00-157
Wake County
Per your request, on May 25, 2000, I met with you at the subject property located on the northeast,
northwest and southern corners of the intersection of SR1942 and SR1943 and north and east of the Town
of Wake Forest Reservoir (Smith Creek), Wake County. The purpose of this meeting was to determine the
applicability of stream features located on the property to the Neuse River Riparian Buffer Protection
Regulations (ISA NCAC 2B .0233). This meeting was the final of a total of three applicability meetings
conducted on the subject property. The first two meetings where conducted with Mr. Todd St.John, 401
Certification Unit, on 3/27/00 and Mr. Charles Brown, Raleigh Regional Office, on 4/28/00.
As a result of these meetings, it was determined that the features indicated on the attached "Reservoir Tract
/ Project # 99-4715, Preliminary Wetland Approximation" map received by this office 6/7/00 and initiated
by me on 6/14/00 are subject to 15A NCAC 2B .0233. The map indicates streams, including the
approximate location of the start of several intermittent streams, subject to the buffer regulations as
confirmed and flagged in the field on 3/27/00, 4/28/00 and 5/25/00. This office recommends that these
streams be properly located and identified prior to any site design to ensure compliance with ISA NCAC
2B .0233.
This letter only addresses the applicability of 15A NCAC 2B .0233(3) and does not authorize any activity
within the protected buffers. Thank you for your attention to this matter and if this office can be of any
assistance or if you have additional questions, please do not hesitate to contact me. at 733-9726 or Mr. Steve
Mitchell at 571.4700.
Sincerely, c%%x
b ze
vironmental Specialist / 401 Certification Unit
Cc: Steve Mitchell / Raleigh Regional Office
Division of Land Quality / Raleigh Regional Office
File copy
Non -Discharge Branch Wetlands/401 Unit 1621 Mail Service Center Raleigh, North Carolina 27669-1621
Telephone [phone] FAX # [phone]
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Chris Flowers
S&EC
11010 Raven Ridge Road
Raleigh, NC 27614
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
September 6, 2007
CNTERNIITT:CNT/PERENNTAL (IJP) STREAM. DETERMINATION
Project Name: Reservoir Tract
Coleen Sullins, Director
Division of Water Quality
IPRRO 07-033
County: Wake
Location/Directions: on the northeast, northwest, and southern corners of the intersection of SR 1942 and
SR 1943 and north and east of the Town of Wake Forest Reservoir
Subject Stream(s): UT to Wake Forest Reservoir
Date of I/P Determination(s): 8/21/2007
Feature
ILL' call*
Location of TIP Point
(GPS Points and/or Flag)
Notes/Basis for Call (Stream Form
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This on-site determination shall expire five (5) years from the date of this letter. Landowners or
affected parties that dispute a determination made by the DWQ or Delegated Local may request a
determination by the Director. A request for a determination by the Director shall be referred to the
Director in writing c/o Cyndl Karoly, , DWQ Wetlands/401 Unit, 2321 Crabtree Blvd, Raleigh, NC
27604-2260. You must act within 60 days of the date that you receive this letter. Applicants are hereby
notified that the 60 -day statutory appeal time does not start until the affected party (including
downstream and adjacent landowners) is notified of this decision. DWQ recommends that the
applicant conduct this notification in order to be certain that thirdparty appeals are made in a thnely
manner. To ask jor a hearing, send a written petition, which conforms to Chapter 150E of the North
Carolina General Statutes to the Office ofAdministrative Hearings, 6714Mai1 Service Center, Na effiC ..�a
Raleigh, N.C. 2 7699-6 714. This determination is final and binding unless you ask for a hearing withilwviuptr,
60 days.
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection
Internet: h2o.enr.state,nc.us 1628 Mail Service Center Raleigh, NC 27699.1628
An Equal opportunity/A(firmative Acton Employer —50%Recydedlt0°% Post Consumer Paper
Phone [phone] Customer Service
FAX [phone]

9/6/2007
Page 2 of 2
The (owner/fidure owners) should notify the Division of Water Quality (including any other Local,
State, and Federal Agencies) of this decision concerning any future correspondences regarding the
subject property (stated above). This project ruay require a Section 404/401 Permit for the proposed
activity. Any inquiries should he directed to Ilse Division of Water Quality (Central Offrce) at (919)-
733-1786, and the USAriny Corp ofEnglueers (Raleigh Regulatory Field Office) at (919)-876-8441.
CC:
DWQ-RRO Files
Central Files
DWQ 401Unit
Respectfully,
Lauren C. Witherspoon
Environmental Senior Specialist
PPAhCarolina
Niglfura!!y
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection Phone [phone] Customer Service
Internet h2o.enrstate.naus 1628 Mail Service Center Raleigh, NC 27699-1628 FAX [phone].623-6748
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11010 Raven Ridge Rd.- Raleigh, NC 27014
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Ryan Smith

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RE -!NV, WITH !DrAl. INK ONLY NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Nlay 23, 2014
Bob Zarzecki
Soil Sc Environmental Consultants
8412 Falls of Neuse Road, Ste. 104
Raleigh, NC 27615
Determination Type:
John E. Skvarla, III
Secretary
MAY 28 2014
By: Sail B Envifmmer!al Consultants. PA
Subject: Surface Water Determination Letter
NBRRO#14-168
Wake County
Buffer Call I Isolated or EIP Call I
Z Neuse (15A NCAC 2B .0233)
❑ Tar -Pamlico (15A NCAC 2B.0259)
❑ Jordan (15A NCAC 2B.0267)
❑ Ephemeral/Intermittent/Perennial Determination
❑ Isolated Wetland Determination
Project Name: Traditions SF -3
LocationMirections: Subject property is currently undeveloped open space.
Subject Stream: Hatters Branch Determination Date: May 23, 2014 Staff: Cherri Smith
Stream* E/I/3'**
Not
Subject
Subject Start@ Stop@
Soil
Survev
USGS
Tono
BII-1
X
*All streams on site were previously evaluated for subjectivity to the Neuse Riparian Buffers (#2000-0783). This
evaluation was solely to determine the origin point for Stream BB.
*N11P = Ephemeralllntern:ittent/Perennial
Explanation: The feature(s) listed above has or have been located on the Soil Survey of Wake County, North
Carolina or the most recent copy of the USGS Topographic map at a 1:24,000 scale. Each feature that is checked
"Not Subject" has been determined not to be a stream or is not present on the property. Features that are checked
"Subject'' have been located on the property and possess characteristics that qualify it to be a stream. There may be
other streams located on your property that do not show up on the maps referenced above but, still may be
considered jurisdictional according to the US Army Corps of Engineers and/or to the Division of Water Resources
(DWR).
This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected parties that
dispute a determination made by the DWR or Delegated focal Authority may request a determination by the
No ° hCaroHna
yaturtll�y
North Carolina Division of Water Resources 1628 Mail Service Center Raleigh, NC 27699-1628 Phone [phone]
Internet: www ncwatereuslRv.ora Location: 3800 Barrett Drive Raleigh, NC 27609 Fax (919)7W7159
An Equal OpportunitylAfiirmatim Action Employer -50% Recycled/10% Post Consumer Paper

Traditions SF -3
Wake County
May 23, 2014
Page 2 of 2
Director. An appeal request must be made within sixty (60) days of date of this letter or from the date the affected
party (including downstream and/or adjacent owners) is notified of this letter. A request for a determination by the
Director shall be referred to the Director in writing c/o Karen Higgins, DNJrR We13SCaPe Unit, 1650 Mail Service
Center, Raleigh, NC 27699.
This determination is final and binding unless, as detailed above, you ask for a hearing or appeal within sixty (60)
days.
The owner/future owners should notify the Division of Water Resources (including any other Local, State, and
Federal Agencies) of this decision concerning any future correspondences regarding the subject property (stated
above). This project may require a Section 404/401 Permit for the proposed activity. Any inquiries should be
directed to the Division of Water Resources (Central Office) at (919)-807-6300, and the US Army Corp of Engineers
(Raleigh Regulatory Field Office) at (919)-554-4884.
If you have questions regarding this determination, please feel free to contact Cherri Smith at [phone]
Si/qea [e\ly,
Danny Smith
Supervisor. Niter Quality Regional Operations Center
cc: RRO DWR File Copy

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U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW -2013-01789 County: Wake U.S.G.S. Quad: NC-ROLESVILLE
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: JPM South Development, LLC
John Meyer
Address: 9380 Falls of the Neuse Rd.
Suite 203
Raleigh, NC, 27615
Telephone Number: 919-518-9210
Size (acres)
79 Nearest Town
Wake Forest
Nearest Waterway
Smith Creek River Basin
Upper Neuse. North Carolina.
USGS HUC
3020201 Coordinates
Latitude: 35.9778499421638
Longitude: -78.492181126965
Location description:
The project site is located adjacent to Juniper Ave near Wake Forest Wake County North Carolina.
Aquatic resources on site drain to Dunn Creek in the Neuse River basin.
Description of projects area and activity: This permit verification allows for 67 linear feet of impacts to a stream channel
verification supersedes the verification issued on 9/19/2013.
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: NWP 29 Residential Developments and NWP
14 Linear Transportation Projects
SEE ATTACHED RGP or NWP GENERAL, REGIONAL AND SPECL4L 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 08/29/2013. 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 will remain valid until the expiration date identified below unless the nationwide authorization is modified,
suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of
the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the
activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are
under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the
activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the authorization.
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 (CAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management in Morehead City, NC, at [phone].
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
program, please
Corps Regulatc
or the Corps of Engineers regulatory

SAW -2013-01789
Expiration Date of Verification: 03/18/2017
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 2007. Action ID: SAW -2008-00443.
Basis For Determination: Established OHWM
Remarks: This iurisdictional determination is only for the waters/wetlands proposed for impacts associated
with this Nationwide Permit and does not include any other waters/wetlands that may be located on the property.
E. 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 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.
F. 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:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303-8801
Phone: [phone]
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by 12/6/13.
**It is not necessary to submit an WA form to the Division Office if you do not object to the determination in this correspondence.**
Corps Regulatory Official

SAW -2013-01789
Date of JD: 10/8/2013
Expiration Date of JD: 3/18/2017
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 our customer Satisfaction Survey online at him •//pert n)w usace army it/survey html .
Copy furnished:
Agent: Soil & Environmental Consultants, Inc.
Debbie Shirley
Address: 11010 Raven Ridge Drive
Raleigh, NC, 27614
Telephone Number:

AFFIDAVIT OF CREDIT SALE
FORREST CREEK UT -2 STREAM MITIGATION BANK
TO: DIVISION OF WATER RESOURCES
The undersigned, EBX-EM, LLC, the Sponsor of the Forrest Creek UT -2 Stream Mitigation
Bank (the "Bank"), hereby certifies the following:
WS-TWF Development, Inc. has deposited monies with the Sponsor sufficient to
acquire 67.00 stream mitigation bank credits/units (the "Credits") from the Forrest
Creek UT -2 Stream Mitigation Bank for use on its Traditions Subdivision Phase I
project (DWR Project #00-0783v3 and SAW -2013-01789).
2. The Traditions Subdivision Phase I project requires a total of 67.00 Stream
Mitigation Credits in HUC 03020201 as part of its mitigation requirements.
3. Of this amount 67.00 Credits has deducted from the Bank's Official Credit
Ledger from the Forrest Creek UT -2 Stream Mitigation Bank Site.
A copy of the Forrest Creek UT -2 Stream Mitigation Site Credit Ledger reflecting the above
transaction is attached.
EBX-EM, LLC
�Q
By:
Matthew Fisher, Authorized Agent
Date: 10/22/2013
Copies will be sent to:
James Lastinger, Regulatory Project Manager, US Army Corps of Engineers
Raleigh Regulatory Field Office 3331 Heritage Trade Drive, Suite 105 Wake Forest, NC 27587

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Pat McCrory
Governor
1PM South Development
Attn: John P. Myers
9380 Falls of Neuse Rd., Ste. 203
Raleigh, NC 27615
Water Quality Programs
Thomas A. Reeder
Director
September 24, 2013
John E. Skvarla, III
Secretary
DWR # 00-0783v3
Wake County
Sf�P 2? 1(11:3
Subject: APPROVAL OF 401 WATER QUALITY CERTIFICATION WITH ADDITIONAL CONDITIONS
AUTHORIZATION CERTIFICATE PER THE NEUSE RIVER BASIN RIPARIAN BUFFER
PROTECTION RULES (15A NCAC 02B.0233) WITH ADDITIONAL CONDITIONS
Traditions Subdivision Phase I
Dear Mr. Myers:
You have our approval for the impacts listed below for the purpose described in your application dated
August 29, 2013 and received by the Division of Water Resources (Division) on August 29, 2013. These
impacts are covered by the attached Water Quality General Certification Numbers 3886 and 3890 and the
conditions listed below. These certifications are associated with the use of Nationwide Permit Numbers 14
and 29 once they are issued to you by the U.S. Army Corps of Engineers. Please note that you should get any
other federal, state or local permits before proceeding with your project, including those required by (but not
limited to) Sediment and Erosion Control, Non -Discharge, and Water Supply Watershed regulations. This 401
Certification and Buffer Authorization replace the 401 Certification and Buffer Authorization issued to you
an May 21, 2010.
This approval requires you to follow the conditions listed in the enclosed certifications and the following
additional conditions:
1. The following impacts are hereby approved provided that all of the other specific and general conditions of
the Certification, General Permit and/or Buffer Rules are met. No other impacts are approved, including
incidental impacts.
Ale Carolina
�ttaallg
North Carolina Division of Water Resources 1628 Mail Service Center Raleigh, NC 27699-1628 Phone [phone]
Internet: w .ncwateroualitv.ora Location: 3800 Barrett Drive Raleigh, NC 27609 Fax [phone]
An Equal Opportunity/Affirmative Action Employer -50% Recycled/10% Post Consumer Paper

Traditions Subdivision Phase 1
DWR #0"783v3
401 AND BUFFER APPROVAL
Page 2 of 5
Type of Impact
Amount Approved
(units)
Permanent
Amount Approved
(units)
Temporary
Stream
65 (linear feet)
0 (linearfeet)
Site 1 (previously
approved and
constructed)
Stream
400 (linear feet)
0 (linearfeet)
Site 2 (previously
approved and
constructed)
Stream
67 (linearfeet)
0 (linear feet)
Site 3
Buffer—Zone 1
4,751 (square feet)
0 (square feet)
Site 3
Buffer— Zone 2
4,681 (squarefeet)
0 (squarefeet)
Site 3
Buffer —Zone1
753 (squarefeet)
0 (squarefeet)
Site 4
Buffer —Zone2
645 (squarefeet)
0 (squarefeet)
Site 4
Buffer—Zone 1
817 (square feet)
823 (squarefeet)
Site 7
Buffer —Zone 2
2,171 (squarefeet)
1,458 (squarefeet)
Site 7
Buffer—Zone 1
625 (square feet)
502 (square feet)
Site 8
Buffer—Zone 2
481 (square feet)
820 (square feet)
Site 8
2. Stormwater Management Plan (SMP) Approval from Local Community Required
You are required to provide one copy of the approved SMP for the multi -family residential portion of this
project, including plan details on full-sized plan sheets, with proof of the Town of Wake Forest's approval.
The approved SMP shall be submitted to the DWR Webscape Unit (1650 Mail Service Center, Raleigh, INC
27699-1650) before any impacts authorized in this certification occur. After it is approved and submitted
to the Division, the SMP may not be modified without prior written authorization from the Town of Wake
Forest. If the SMP is modified in the future, then you shall provide one modified SMP with proof of
approval to the DWR Webscape Unit prior to the commencement of the modifications.

Traditions Subdivision Phase 1
D W R R00 -0783v3
401 AND BUFFER APPROVAL
Page 3 of 5
3. Diffuse Flow
All stormwater 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. If this is not
possible, it may be necessary to provide an engineered level spreader or stormwater facilities to remove
nitrogen and phosphorus prior to discharge. If deemed necessary, these facilities will require additional
approval from the Division of Water Resources.
4. Mitigation
We understand that you have agreed to provide stream mitigation by payment into the EBX's Neu -Con
Umbrella Mitigation Bank and/or the Forrest Creek Stream Mitigation Bank including the Forrest Creek UT -
2 site. A total of 67 feet of riparian buffer mitigation is required for impacting 67 feet of riparian buffer as
a result of this project. Until EBX receives and clears your check, impacts specified in this 401 Certification
shall not occur. You have 60 days from the date of this approval to make this payment.
Type of Impact
Compensatory Mitigation Required
1 River and Sub -basin
Number
Stream
67 (linear feet)
Neuse/03020201
5. 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.
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 to ensure compliance with 15 NCAC 02H .0500.
This approval is for the purpose and design described in your application. The plans and specifications for
this project are incorporated by reference as part of the Certification and Buffer Authorization. If you
change your project, you must notify the Division and you may be required to submit a new application
package with the appropriate fee. If the property is sold, the new owner must be given a copy of this
approval letter and General Certification and is responsible for complying with all conditions.
S. This approval and its conditions are final and binding unless contested.
This Certification and Buffer Authorization can be contested as provided in Articles 3 and 4 of General
Statute 1508 by filing a written petition for an administrative hearing to the Office of Administrative Hearings

Traditions Subdivision Phase 1
DWR #00-0783v3
401 AND BUFFER APPROVAL
Page 4 of 5
(hereby known as OAH). A petition form may be obtained from the OAH at htto://www.ncoah.comi or by
calling the OAH Clerk's Office at [phone] for information.
Within sixty (60) calendar days of receipt of this notice, a petition must be filed with the OAH. A
petition is considered filed when the original and one (1) copy along with any applicable OAH filing fee is
received in the OAH during normal office hours (Monday through Friday between 8:00am and 5:00pm,
excluding official state holidays).
The petition may be faxed to the OAH at [phone], provided the original and one copy of the petition
along with any applicable OAH filing fee is received by the OAH within five (5) business days following the
faxed transmission.
Mailing address forthe OAH:
If sending by First Class Mail
via the US Postal Service:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
If sending via delivery service
(e.g. UPS, FedEx):
Office of Administrative Hearings
1711 New Hope Church Road
Raleigh, NC 27609-6285
One (1) copy of the petition must also be served to DENR:
Lacy Presneli, General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh, NC 27699-1601
Please send one (1) copy of the petition to DWR:
If sending by First Class Mail
via the US Postal Service:
Karen Higgins
NC DENR-DWR—Webscape Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
tf sending via delivery service
(e.g. UPS, FedEx):
Karen Higgins
NC DENR-DWR — Webscape Unit
512 N. Salisbury Street
Raleigh, NC 27604
This letter completes the review of the Division under section 401 of the Clean Water Act and the Neuse
Riparian Buffer Rules as described in 15A NCAC 02B .0233 . Please contact Cherri Smith at 919-791-4251 or
[e-mail] if you have any questions or concerns.

Traditions Subdivision Phase 1
DWR 400-07830
401 AND BUFFER APPROVAL
Page 5 of 5
tSice ely,
ZVS! DannySnupervisor
Water ISection—Raleigh Regional Office
Enclosures: GC 3886 and 3890
cc: U.S. Army Corps of Engineers; Raleigh Regulatory Field Office; 3331 Heritage Trade Drive, St. 105;
Wake Forest, NC 27597
Deborah Edwards Shirley; Soil & Environmental Consultants; 11010 Raven Ridge Road; Raleigh, NC
27614

Statement of Mitigation Credit Availability
Pancho Stream, Wetland and Nutrient Mitigation Bank
June 21, 2016
Mr. James Lastinger
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive
Suite 105
Wake Forest, NC 27587
Re: Availability of Compensatory Stream Credits
Project: Traditions -Phase 2B, 2C & 2D
We are providing this letter in accordance with 33 CFR §332.8(r), to confirm that 138 Stream Mitigation Credits
(Credits) from the Pancho Stream, Wetland & Nutrient Mitigation Bank (Bank) are currently available and may be
used, once transferred, for compensatory mitigation relative to the Traditions -Phase 2B, 2C & 2D project, and as
proposed by WS-TWF Development, LLC (Applicant).
The Applicant may ultimately purchase the Credits, if they are available, following Permit issuance. Should the
Applicant purchase the Credits at that time, we will complete and execute the Compensatory Mitigation
Responsibility Transfer Form (Transfer Form) within five (5) days of receipt of the full purchase price.
We will additionally provide copies of the completed and executed Transfer Form to the Applicant, the Bank's US
Army Corps (USACE) Project Manager and, if needed, other regulatory agencies. In addition, we will provide USAGE
with an updated copy of the Bank's Ledger, reflecting the transaction. Transaction information in the updated Bank
Ledgerwill include relevant Permit and Applicant information as well asthe numberand resourcetype of the debited
Credits.
Should your office have any questions, please contact me at 919.334.9123.
Sincerely,
44,1461A Ar -
T
1 A,r-
Tiffani Bylow
Restoration Systems, LLC

Mitigation Services
ENVIRONMENTAL QUALITY
John Mayers
WS-TWF Development, LLC
7208 Falls of Neuse Road, Ste.. 191
Raleigh, NC 27615
Project: Traditions -Phases 28, 2C & 2D
PAI' MCCRORY
DONALD R. VAN DER VAART
Sear/ nr
December 19, 2016
Explration of Acceptance: June 19, 2017
County: Wake
The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (DMS) is willing to accept
payment for compensatory mitigation for Impacts associated with the above referenced project as Indicated in the
table below, Please note that this decision does not assure that participation In the PMS in -lieu fee mitigation
program will be approved by the permit issuing agencies as mitigation for project Impacts. It is the responsibility
of the applicant to contact permitting agencies to determine If payment to the DMS will be approved, You must
also comply with all other state, federal or local government permits, regulations or authorizations associated with
the proposed activity including G,S. § 14$-214,11,
This acceptance is valid for six months from the date of this letter and is not transferable, If we have not
received a copy of the Issued 404 Permit/401 Certiflcation/CAMA permit within this time frame, this
acceptance will expire, it is the applicant's responsibility to send copies of the permits to DMS, Once DMS
receives a Copy of the permit(s) an invoice will be Issued based on the required mitigation in that permit and
payment must be made prior to conducting the authorized work. The amount of the in-lleu fee to be paid by an
applicant is calculated based upon the Fee Schedule and policies listed at http:/Iportal.nodenr,org/web/eap,
Based on the information supplied by you in your request to use the DMS, the impacts that may require
compensatory mitigation are summarized in the following table. The amount of mitigation required and assigned
to DMS for this Impact is determined by permitting agencies and may exceed the Impact amounts shown below,
River
Basin
CU Location
(8 -digit HUC)
Stream (feat) Wetlands (acres) Buffer I
(Sq. Ft.)
Suffer it
(Sq. Ft.)
Cold I Cool I Warm I SI Arlan I Non•Rl adan Coastal M_ r h
Impact Neuse
93020201
0 0 92 0 0 0 0
0
Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation, The mitigation
will be performed In accordance with the In -Lieu Fee Program instrument dated July 28, 2010 and 15A NCAC
02B .0295 as applicable, Thank you for your interest in the DMS In -lieu fee mitigation program. If you have any
questions or need additional Information, please contact Kelly Williams at [phone].
cc: Deborah Shirley, agent
.jt,..r J09A Stanfill
Supervisor
State ofNoNh Carolina I Environmental Quality l Mitigation Services
1652 Mail Service Center I Raleigh NC 27699-1652 1 217 W. Jones Street Suite 3000
919 707 8976 T

R
ECEIVE D
NOV 12 409
PA
North Carolina Department of Cultural Resources
State Historic Preservation Office
Peter B. Sandbeck, Administrator
Of
Beverly Eaves Perdue, Governor Office of Archives and History
Division of Historical Resources
Linda A. Carlisle, Secretary David Brook, Director
Jeffrey J. Crow, Deputy Secretary
November 6, 2009
Bob Zarzecki
Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, NC 27614
Re Traditions Subdivision, Phase I, Wake Forest, S&EC Project 4715,P1, Wake County, ER 09-2551
Rear Ivir, zarzeckl:
Thank you for your letter of October 16, 2009, concerning the above project.
We have conducted a review of the project and are aware of no historic resources which would be affected by
the project. Therefore, we have no comment on the project as proposed,
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Pxeservation's Regulations for Compliance with Section 106 codified at 36 CFR
Part 800,
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
please contact Renee Gledhill -Earley, environmental review coordinator, at 919-807-6579. In all future
communication concerning this project, please cite the above-xeferenced tracking number.
Sincerely,
�eter Sandbeck
Location: 109 Eastjones Sacet, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, lWcigh Ni. Z/ory-wu rmcy���=r•... r•,i

77
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NC Division of Water Resources
Reimburseable Expense
6/10/2016
1825
570.00
TrustAtlantic Bank Traditions 2B, 2C and 2D 570.00

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7208 FALLS OF THE NEUSE RD
SUITE 101
RALEIGH, NC 27615
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k \ ( 1. \ `/ _ 5Yi\1 \ \ ♦ / / / / / f !!!/// OF E FOREST PRIOR M START OF ANY WORK cwO Nc NSTNNT ox
TRADITI \f\� J \ 1 1 (FEE w.MARAFTEDGE) `y \ \` \ / \ \ // / / / / / / / / / / / i / 1 DF ,ROMI Coxma MEASURES. °EMOLMN, CUING BASES. AND
\ K \ \ \ �' i _ \ `\ \ \ / / Y/ l ✓ I
NEUTRINO, CPL INAMPERING AT (919) •S eau TO SET UP A NEEDG
RIDGE DRI iE \k1 \�. \ \\�\ 'IPE \ • rycpE / / / / / / /!I ! 1\\:., PLATS Mus BE SIGNED ADD coPlEs PEnwAm BACK ro ME TowX 1
I tv� \ ♦ \ .. DRVA "U I \ T� \\\ //\ \\ \ \ \ LRLD jT.�) r QTL'z/ / / / / // I r I; �\ IE PRIOR TO PREronSTRUCIION MEUENS
GO' PUBLIC R Yr� \1 \\ \ \ \ \ ` /� Y I" lI ` ). ME ... OEFEW CVNBACTOR. GRKNG CO.PAND. AN ERoslOx
1\ \ `' ti _.' \ \ \ \\ \ \ CONTROL INSTALLER MUST BE ARNAUD AT ME PRELANBTPanOX MFETNG.
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I 1 \ \ \ \ \ \ \ }� \ / / _ roan or BANK PDREaI
1, ALL EROSION ADD BED AND CONTROL MEASURES SHALL BE CHECKED BY S / 1
MW CONTPACfCR FOR aTMMY ARD ONTRAT RN MUMMEW EVERY 1 1 \ ( \ \ / • n I i l / L•e 'A
Fi PRODUCANG RAMF.LLL 0R M NO VSE LESS THEIN WCE EVER1 1111 1 J �\ \\ N. / ? ` ! en De Invent D.te
1 ART FEE REM BULL BE PACE IMMEDW¢r TO REM AN ALL �1 1 ( [ ...R b Rv
Fs M DESIOXED\/y� l 1 I�Y�\7 \ I /
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IDSNRB. ACTMnES ADD MER EACH WFNDET PRDWCNO RANFNL// \ \\\
SEDIMENT S MAL HE RgIWED AND THE WIN RESTATED TO RS ORIUHLL \ . ✓ I / q\ \ \ I I I F 1/( L M \ f
DIMENSIONS WHEN SEDIMENT HAS ACCVMUurm To 0xE IWf ME DESIGN IN y e.e.mN a aeaAment ceno-oL D.te
J SED ANT FENCEA SHALL BE NSPEtIm AT (FAST ONCE A AREEE WAR \ T 1�\� \1 L' tl \L MJ I I 11' �y 1 1 '\ \ M. ➢.A.AnHAn DARK
MEACER H M I RSMALLPAI SIL BE MADE IMMmNTELr SEDAND \ \\ \ / I' 6 \\` �\ I / /
C£➢pFDa 4WL BE IiAS NAMED TO PRONE ANOWTE STRAAGE 1
VALVALUMM FOR ME CEM RANDOM EVENT AND TO ROME PRESSURE ON \\ \\ 1 1\ l\ h. v / /' ! I `\ \, (� AeeeeeiEYLt9 DAN,
MATERIALS AND S O MENT DEPDATS SIWL BE \ \ \) ltl 1
NG-. AND ME MU BTO. To GAME MUMBAN4 aiMICAMIN or 1/ ) \ \\S \�) I+ 1 I \ i Plamine DeP+elmeul BAR,
ENi RESIDENT MEAS \ / 1 11 \ \ \\ ✓ I /. /� 1 1 A / A
♦ ONEMON DITCHES MUST PEMVX IH PUCE VMIL PROJEM s SIM IIZm T yl\\// CATS I.-ATUy C.. Ig
5 NUO MD DEBAR MUST BE KETT ARE DE REST.... or AM ��,\ 1 \ 1A`\ `\\ � � / / 11,
ANDNC PAHO flDaB MD/OG PPNAIE DPNEWAY Ai AL nMEs. li MVO A \\\\e \ I '�{\ IIF,MD1 /iJ' Y / S \ /�\ [
DEBTS IS TRACKED MOM ME BRE, N MUST BE RENOHO L1ty a! RYeigh PablLe VWiUee De➢vlmeet Dab
IMMEDNT.lY. ... i0 MMAW THIS PRONFUN MAY RESULT IN
%INIIIH ACTION BEW4 TA(FH. IN WON A SHOP WORK ORDER. FRES \ \ \ \I11 \ I/ I/ r+ l�` \ \ r-\ \ GRAPHIC SCALE
1 I / �, \ t \ �-PLGAF, CONSTRUCTION SHPLL BE IN ACCORDANCE WflH TOWN
Ixo/DR IRWIAIxG ME GRMxO FOUR ` \ \ `I \ \ Il e' / l 1 i \ \ M so
\ T \ p AKE FDREST, CITY DF RALEIGH & NCDOT (WHERE
R, GRKm 9DPES AND FlIIS ME i0 N PUNTEO De PRDnom wrtx U� \ `_ ) / I r��. j l / \ F \ E) STANDARDS, SPECIFICATIONS. AND DETAILS.
PROTECR2
CCR SUFFICIENT i0 PEETRAN MORCH MER ME \L\ \�`/ / \ /11: \ \ / \ \ECTTAL DAN M: NFD93 1 inch - BO Il
WNPIEII]li KIN( PWSE Oi GRWLVG. AL AREAS UPON WHICH HO \ L /DIMER DID OTUR ANS ACTMIY WILL H UNDERLAIN ME TO N _\\� . \ B ) \/ 11 i> '' { \ \GAL DATUM: NCVD29 r
PLANED OR PR4NOED TWX PPOTEGIWE CARDS BTMIN ME DUE NAMES
SHOWN IN ME GROUND BFAONUTON THEI T FINAL DRAWING - HRLEASEU 1'NR CONSTRCC'TV
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I 1 \ \ \ \ \ \ \ }� \ / / _ roan or BANK PDREaI
1, ALL EROSION ADD BED AND CONTROL MEASURES SHALL BE CHECKED BY S / 1
MW CONTPACfCR FOR aTMMY ARD ONTRAT RN MUMMEW EVERY 1 1 \ ( \ \ / • n I i l / L•e 'A
Fi PRODUCANG RAMF.LLL 0R M NO VSE LESS THEIN WCE EVER1 1111 1 J �\ \\ N. / ? ` ! en De Invent D.te
1 ART FEE REM BULL BE PACE IMMEDW¢r TO REM AN ALL �1 1 ( [ ...R b Rv
Fs M DESIOXED\/y� l 1 I�Y�\7 \ I /
L SEDIMENT INS SNLL BE IXSPERED NEGULAVIY DMxe AND \ �,! I I /,�\\ \\ \\ j I I 1 q`- I } 1 , / .v.., l RAMA B...'Unment DATA
IDSNRB. ACTMnES ADD MER EACH WFNDET PRDWCNO RANFNL// \ \\\
SEDIMENT S MAL HE RgIWED AND THE WIN RESTATED TO RS ORIUHLL \ . ✓ I / q\ \ \ I I I F 1/( L M \ f
DIMENSIONS WHEN SEDIMENT HAS ACCVMUurm To 0xE IWf ME DESIGN IN y e.e.mN a aeaAment ceno-oL D.te
J SED ANT FENCEA SHALL BE NSPEtIm AT (FAST ONCE A AREEE WAR \ T 1�\� \1 L' tl \L MJ I I 11' �y 1 1 '\ \ M. ➢.A.AnHAn DARK
MEACER H M I RSMALLPAI SIL BE MADE IMMmNTELr SEDAND \ \\ \ / I' 6 \\` �\ I / /
C£➢pFDa 4WL BE IiAS NAMED TO PRONE ANOWTE STRAAGE 1
VALVALUMM FOR ME CEM RANDOM EVENT AND TO ROME PRESSURE ON \\ \\ 1 1\ l\ h. v / /' ! I `\ \, (� AeeeeeiEYLt9 DAN,
MATERIALS AND S O MENT DEPDATS SIWL BE \ \ \) ltl 1
NG-. AND ME MU BTO. To GAME MUMBAN4 aiMICAMIN or 1/ ) \ \\S \�) I+ 1 I \ i Plamine DeP+elmeul BAR,
ENi RESIDENT MEAS \ / 1 11 \ \ \\ ✓ I /. /� 1 1 A / A
♦ ONEMON DITCHES MUST PEMVX IH PUCE VMIL PROJEM s SIM IIZm T yl\\// CATS I.-ATUy C.. Ig
5 NUO MD DEBAR MUST BE KETT ARE DE REST.... or AM ��,\ 1 \ 1A`\ `\\ � � / / 11,
ANDNC PAHO flDaB MD/OG PPNAIE DPNEWAY Ai AL nMEs. li MVO A \\\\e \ I '�{\ IIF,MD1 /iJ' Y / S \ /�\ [
DEBTS IS TRACKED MOM ME BRE, N MUST BE RENOHO L1ty a! RYeigh PablLe VWiUee De➢vlmeet Dab
IMMEDNT.lY. ... i0 MMAW THIS PRONFUN MAY RESULT IN
%INIIIH ACTION BEW4 TA(FH. IN WON A SHOP WORK ORDER. FRES \ \ \ \I11 \ I/ I/ r+ l�` \ \ r-\ \ GRAPHIC SCALE
1 I / �, \ t \ �-PLGAF, CONSTRUCTION SHPLL BE IN ACCORDANCE WflH TOWN
Ixo/DR IRWIAIxG ME GRMxO FOUR ` \ \ `I \ \ Il e' / l 1 i \ \ M so
\ T \ p AKE FDREST, CITY DF RALEIGH & NCDOT (WHERE
R, GRKm 9DPES AND FlIIS ME i0 N PUNTEO De PRDnom wrtx U� \ `_ ) / I r��. j l / \ F \ E) STANDARDS, SPECIFICATIONS. AND DETAILS.
PROTECR2
CCR SUFFICIENT i0 PEETRAN MORCH MER ME \L\ \�`/ / \ /11: \ \ / \ \ECTTAL DAN M: NFD93 1 inch - BO Il
WNPIEII]li KIN( PWSE Oi GRWLVG. AL AREAS UPON WHICH HO \ L /DIMER DID OTUR ANS ACTMIY WILL H UNDERLAIN ME TO N _\\� . \ B ) \/ 11 i> '' { \ \GAL DATUM: NCVD29 r
PLANED OR PR4NOED TWX PPOTEGIWE CARDS BTMIN ME DUE NAMES
SHOWN IN ME GROUND BFAONUTON THEI T FINAL DRAWING - HRLEASEU 1'NR CONSTRCC'TV

\ \\ ^ '\ ` \ 1 Iz" \ \ h , •\ •\ CONSTRUCTION SEOUENCE — STAGE 2:
�\\(.\ L WmMALL
E 1TEMMUOR SNNTu STORM DRANPoTE
FE WITH INLET PCUML
\�� \ \ A < C j1 1 \ \ t ,\ \1 z 111E raOJmr Pas BEEN PRAM NOLEARNlE as LITTLE conns GROUND
\\``\ M+ \ I I IY \ \ \ p m AS POUNCE
\ \ / 4 ♦^\ \\\ \\ a 3 AUI.ET SPECIES FOR ST -1 AS SUGAR
9 1, US\1 1. CONTRACTOR IS 10 INSfN1 TEMPORARY OUIIET PINES FOR BU 1W AND
/ OFF sU zS'MSE AS rGG... SYSTEMS MOCARO ON ME PVN. HUM
\ \ / / \ \•.. \ ) \w /`" \ \I 1 I 1 `\> \ 5 AT"x0 I"vFREE SHALL LTMESR THE �JFR15 OF IRE PFRMµENT P PEs
\ \-• %/ 4 I "T/ �I'� / \ \rte \ ,L�L r I / 1 ` / \ \1 5T Ou OD D, THE EN OF THE EROS. L�VMFMSG.L.CE` PALMS
/ a // '/�.J/ i/ y^•� ,:`:. \UP,`\ mPj""` IDT NO
FuvLnoliu eEo;Eiir"eLET vsPoUT"iEini°4"EVE�N'iESPIN SNALL sANTE NOTALLED.
ROms AND INNS
` _ \ I /} ! � /. O PoHIME FEIN STRAW AID RD LO S. SEED W WRHIN JE DR
ANY
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ARRY RFS TOWN MUSE. AePRR
GROUND COME.FAS A90K TEMPo24T MFASUPE MVSr IUYE BSi
' TIE TOWN DF AME FOMENT EROS ON OGNUBW INSPECTOR WILL CALLINGS
ME S72 AT LEAST ONCE A MONIH COPY OF THE INSPECTION THEM
/ ✓ / O �I -ALAI I _ 1 f \ vu 2x'2 OMEN ' \ ��" ' r G \� \ ANLL BE FAMILIES 70 WE FRA THE WEEKLY EROSION La AND FROM LOG
LM sPgL Y -- _ T .r- // / .` \ J 'I\ \ ,\ a MUST BE GROSS AND AVAVBIE FOR SORRA
L W 9f%I' G.11 THC BUT CG111F`ACTOR/FIM Ci WORKINGS MKLTO RENEW WE
1 �V A V A i �\ A PRaBLE1L IF WE 9TUAMN Is NOT TOWARD MWID WE AME PERIOD A
`'� \ N \ EINE MAY BE ISSUED.
/ / / \ r� r\LE ,ET /A/ / \ \ ` F. IF EDEN M ILE/.ER, WE BIIE A FRE INT DE ROUND UP IO ON WE PFR
is R/1fI , \ OAY PER LL BE N. IF D.TMEM ENTERS A RULE U SIRFAM. pi WERAVD
/ ° A 1 v v \ v l /i/i i// v x,(50' PUB ) I 1 f ♦'� ' v PN N MFORIWME OSTEIN. WEY INT swf FlxEs UP To iz5.W0 PER Wr
O. TIE TOWN UPON CO AFED A N FCR A URAL EROSION INS. THEM A
V- �j / // ' / / 1 i I I 1 .�� 0.y WIHM NCNUs[ YAY BE CEVIXITED MOR6AN6 AFF REMAINING RENTS FRE
\V / / i `� I 1 A Po1 4FMF POST BE BR DRCVNDMING ON WE ENTRE
LE PWGR TO A BERN".
/0 \ 1 \ \ 1 I \�\ ♦ \� //p / \ \ �� / / / 1 I ` 1 1 \ OF AUM'AR Y F THE W., E M COMPLIANCE AN EROF.
\ \ \ 1 \ 1 1 / \ •\ " F / _`�- _ j / \ \ \ Ll \ �(Ty) CERTMAIE GF NNFR IETON FILL WE 5SUN.
/ ' 6 i `� \ \ I \ \ J�N!/// ' `�W�"__-.,y 0 �� _� it i I / ✓ II. SONTRAFFOR OSION CONTROL ATEkDOWS. M
NOTIFIED BY TI SON CONROLREMOVE ALL `RNSPECTONS DEPARTMENT. CONTIGIGN)
(EVER TO MOLL V) MARIAN
SNML REFUGE tEMPoPAP! PPE ) w11H PER
smreu DPMxAc� PPLO MID mucWREs as sx0wx ox SKEET c T.
TOWN OF WAKE FOREST
v �y V '� / r % / i I i II III EROSION CONTROL NOTES:
p v
KONG
I _ A A A A A A V A /\ `.� / / I 1 /� / "I IL A �. J A REND ROUSE EARN K REARED MR REFLECTS OVER
CONAa / / / V v v v y� v \ v A A /6 O� / / / 1 � �� % A 4% 1NNO AUR oT Na ETHER ioxUTURODUS CRH NON- O°Ox�Fcuous 1.. uaIE�
v A vv )/ A A v` J v \, vv �O _g0• i / /' / / �i ///�/� <J ) / •1E. N. REMENxcMIT TMEN poxM UNDra SANE Bu mEx/owMANEWI A
A\ ♦ ^\ \ \ \ \ _ / \ \ \ �. ` // �/ / FAMxDOWN86D54ODMILES FOUNDEEQUIRED UP(1.1IL OFME2PARESO AVDD
IwoLOPE RESP) SIL FCE N D AI TME LE PIAN EARMmu.
pA�v / DEVELOPER IS OR GINBIE FOR RECEIVING SHINER OF EWAK PERMIT
RE
\ \ L \\ REPUIREMENR CN INDMOVN LOIS gSCW MER MANN OF WANE FOREST
T P �a `` \ ,\ 3J // < , // �,/ / / / / /� / .-1 JL /:- RIS APC CLAIMS ME SUBJECT TO CHARGE REFUND NOTICE. PLEASE
�\' / //%IT / {/ y /I / CVL 919-115-aH3 i0 Cd61PM LVflflENi FEES ANO LPARGFS.
\ , / ] IF ADDITIONAL 5 M NAL AME GE ADDED TO AN ENDING FUND. BUSED FORMS,
R.I. ADD ANY ATURT 1 FEES MUST BE SJPoAPEO
�/I { � �\ \ \ \ WIIF( MFNl �\ \\ \ \ \ •^•^!L'ILm \ \ /' // / / �/ / lI , \ s j I `�. f///.F� 3. IF OWNERSHP OF A REDEEM HAS CHANGED A SENSES TRATCW.
RESPasIBILm/CwxER HE (CALF) FORM MUST RE SUBMx1ED
n
a. K A WIN AND
Is TAKEN OILER BY WE RVIX ME HWrc RD CONTACT
/ / IOD ( ` I THE TUE /JID REPNR B. EROf W LL .. NE. A I i0
i / / 'L9K �Y I 1 II IO AX/NCCET DOTARDS TROY WALL usO ONES, AxEw FRo TBE
- `+ \ \\ \\ \ `\ `I •I\\ \I \ ♦ - _ \ /� \ \ / / 1, A / // /J 5. IF A PrGE<T Iz GOT mNP1IEE wIW x Iwo ryas, TUNE PIMIs Musr BE
\\. \ '\y+ \ ` ID \� ` ♦\ ♦ � � it \y \ / / / / // 'J/ RENEWED AT Rzw/PORE. A RMSED SET OF Pwls NAx RE SUBMITTED F
^.�4\\ / / //i / ASRFAGE WS ANF/DY BEEN ECELCV. MO A CERRFIUTE OF
n, i/ /. /// r' O LGP N Y WS BEEN
N -FR �� \ \ / /' / / // //�rl l Y 1 ��� S. AN F OUGN FACOOD TF.Ox MNUA G. 9E METH A. WE TORN
MPT' \ \ \� %� \ \ / / / / / // a / J I J,% \. of WANE roREn PRIOR TO Brun OF mm woRK cmoxG msmwnon
1'• 1 ��
OF EROSION CONTROL MEASURER OEMONpx CUTTING MEDIA AND
LWRa a� \\ ( /Y V \ \ 1�:, \ \\ \\ \ / / : / / // / / //// / / 1 / I) I /✓ �( GRUBBING GSL INTRUDING AT (915) 111 -IMPS TO FET O"METING
MEETING.
Rlypj A I ♦\IL \ / PUY \ \ \ \ \ J / / / /// 1 ( 1 L. �\ All PIANS MUST BE 9GNm ANO COPES REFUNDED RALE TO WE TOWN 1
l NEER PRO, TO PRECONSRUCMAV uEEDXG
L / \ 1 hl 1 \ '1, .. I� L ' I \ \ \ A �y / _ // // /_ /�.\ / ,/ '(�� \' -% J. WE DARN fIN GENERAL M ST BE PRESENT
APPEAR COURANT AND EROSION
1 \\ `�' CONTROL INSTALLED MUST BE PRESENT Ai WE PPECM siflYCRON MELTNG.
V\
V \ \ �I A`,Y \ \� \ \\ \ / /•G YYY//// /1 I 0. THE EkSC RERMR AND FRI GENERAL sldtNWAER PERMIT WILL BE
EXISTING / \ ( ��-�L.I �- -�L IXEEx UIIN AT WIN MEFnxG
TRADITIONS 11��<\ l \ l \r Y.- - • \� \ \ \�� \ \ \\ \\ l ' / /��� i. / '� ( / L 91 FENCE MUsr RE TRENCxm AT A PIMMVM DEPTH OF 0 I.L.0
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1 WE WN@ICTOR FOR RTABIIIIY AND OP TON D LLGW NO EVEEY
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DEMURRING PGTMilE6 AND ARER EACH RVNGT PROd1BI. CANFNL
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STRIUMNIS WNEN MOMENT HAS ACCVMUUTED TO .N -RAF WE BUICK I \ N I/ ♦ \ I / / I rl 1 i 1 / ;. i \
cePW of CASON .11,
3. SEDIMENT FORCES RRVL BE NSPEBIEB AT LEAST DICE A WEEK AND
AREFF ETCH MANI REPARR GULL BE NLLf MMEGAELY. SEDIMENTIf I
.1"A 15 SRALL M
BE POYED AS NEEDED TO PRI ACCOLADES ECTUARE
VANE FOR LUNE A. PAIN. E\TNR, AND TO REDUCE RINGSIDE ON \ \
WE UUM FENCNG FROWN.
ROWN S AVD A.I.E. PEROSIS SRALL RE \`
REM%'ED O THE N TOARD
ANEW BILL GE MIENTIND STARIVunGN OF \ 1 11 � 1
UPS...Bm MEAS
♦ GIEDGION ORCHES MUST RPWN M PUCE UNTIL REGION IS STARNBEEL
S.
IXSTNGB PAEBRIS MUST BE M ROAR AND/CR NET
ATE B Off OF EREYCWVAYOAU ALLTPMES, S OF IFTMUO 1
D O®RIs IS TRIMMED FROM TIE STE IT MUST BE NUMB \\%\\ �� \ ' �\\\ \ \\ � �'�I�I ` �� ,♦ I!. iY.. � l \� /�\\
MMEIXAT¢YFALAl 1. FOLLOW M5 PRCCEDVRE MAY RESULT IN
GROUND. STABILIWON
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AVD/M NORRIS THE GEAGND MARC\\ Q1 \ \ \\\\ ILMI / er / t� J \I 1( / \ \ ALL CONSTRUCTION SHALL BE IN ACCORDANCE WRH TOWN GRAPHIC SCALE
\ A '/ I' \ OF WAKE FOREST, CIIY OF RALEIGH & NCDOT (VMERE
6. MAINE SHIRES ARD FULLS ARE TO BE PUNTED OR PROMED WITH q N � V /1 f �/ / /1 \\ } S � \ \\ APPUCABLE) STANDARDS, SPECIFICATIONS. AND DUALS. L�—� -J `�
OEcrNE COYER sUIFlCEM ID RESIANIH LI. ARE A TW WE \�\ \ V \ HDRIZONI DINNER
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MIMEO OR DRAFTED FTM PROECILYE GOOD WORK WE AME TIMES \\� - l '\ d 11l \/ <• 'I, )
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0 MCAMAW 1

_ IMPACT AREA 2:
ZONE 1 (NEUSE RIVER BUFFER)
665 SF (0.02 AC)
�\ 11 I I 1 �\\ \ ZONE 2 (NEUSE RIVER BUFFER)
EXIST786 SF (0.02 AC)
SANITARY CSEWER EASEMENT
0'
.M. 1999, PG. 803)
1�
\\\\UFE \2111 .J ZONE 1 BUFFER IMPACT
AEA NE 7 - B 86 SF's P�� \1' \ \ �\\\ / I
AREA 665 SF
0 LD
12
A�
w
ELy
FLOOD P
EXISTING C OF RALEIGH 30/
'
2 j / \ J7 SAN" ARY E R EASEMENT /
2 / � \ �\ _ _ � i � / // �i / BM 99 G 7731 & 173
pg
p
U /
II N
GRAPHIC SCALE z 0
40 0 20 40 80
G w o
1 inch = 40 ft.
0
40F9 TAI MCADAW

T AC aR �Y STREAM
\IM A\T' \54\7 SEA LF
x �.
G-�
MISTING CITY'OF RALEIGH 30' \
iAII\ITARY SEWER EASEMENT \\
,B M1999, PG. 803)
-ZONE 1�BUFFER IMF
AREA = 3,840 SF
\ r PERMANEkT S
v
\ �a
1 \
7 \I
ZONE 1 BUFFER IMPAC
Z 2 BUFFER IMPAC \ \ AREA = 4,202
AREA = 2,419 SF /
/ / \ yEMPORAF Y STREAM —
/ X MPACT = 65 SF; 7 LA
\` to
\9 �L
IMPACT AREA 3:
N U RIA R PUFFER IMPACTS
omZONE 1 (NEUSE RIVER BUFFER)
7,842 SF (0.18 AC)
ZONE 2 (NEUSE RIVER BUFFER)
4,947 SF (0.11 AC)
STREAM IMPACTS
+ + + + TEMPORARY STREAM IMPACT [62 LF]
+ + + + 612 SF (0.01 AC)
PERMANENT STREAM IMPACT (CULVERT) [115 LF]
1,151 SF (0.03 AC)
OOf3O0000 PERMANENT STREAM IMPACT (DISSIPATOR PAD) [23 LF]
OOOOODOO 228 SF (0.01 AC)
1,379 SF; 138 LF
Off\
ONE 2 BUFFER IMPACT \
REA = 2,52 SF
SF;V3 LF 356\
RIRI RAP
KEY6 IN \
o I �o �, m
1 KO \ Im\ \ \
GRAPHIC SCALE
40 0 20 40 80
1 inch = 40 ft.
\ I 5OF9
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/n N`
Z V 0
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SPREADER
/\ SA $ITI R CITY OF RALEIGH 3 ' \
\ \SAfdITARY SEWER EASEMENT S
\ \ \ \
1�11t 99, PG. 803)
Y
,
ZONE 1 BUFFER IMPACT—
AREA = 748 SF
1
IMPACT AREA 4:
mmZONE 1 (NEUSE RIVER BUFFER)
748 SF (0.01 AC)
ZONE 2 (NEUSE RIVER BUFFER)
578 SF (0.01 AC)
STREAM IMPACT [21 LF]
F7_0 71 172 SF (0.00 AC)
I\
\ \ 100 YEAR
i� FLOOD PLAIN
4 I
^I �\
IP ACT I�
t I / BYPASSP RAP
I CHANNEt�R 0 BE
uFvrn.1F4
f"
/ I
I
/ �v%
\ STREAM IMPACT \
,/LEN G�= 21 LF
�1
—STREAM IMPACT
AREA = 172 SF
GRAPHIC SCALE
40 0 20 40 80
1 inch = 40 ft.
6OF9
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J McAnAlas

II 5B ZONE 2 BUFFER -
\IIMPACT AREA (BMP)
I h 11,704 SF
\ \ \ 5B ZONE 1 BUFFER/,
\ \ \ \ \ \ \ \ \IMP 39, SIF EA (BMP)
� \\
� ss
IMPACT AREA 5:
ZONE i (NEUSE RIVER BUFFER)
SA — 1,285 SF (0.03 AC)
5A — ® ZONE 2 (NEUSE RIVER BUFFER)
2,276 SF (0.05 AC)
5B —
ZONE 1 (NEUSE RIVER BUFFER) [BMP]
239 SF (0.01 AC)
5B — ® ZONE 2 (NEUSE RIVER BUFFER) [BMP]
1,704 SF (0.04 AC)
STREAM IMPACT [33 LF]
227 SF (0.01 AC)
1
I
(1 P, RAP
TO BE
N
m
e
r'
GRAPHIC SCALE
40 0 20 40 80
I inch = 40 ft.
STREAM IMPACT
AREA = 227 SF
STREAM IMPACT
LENGTH = 33 SF
5A ZONE 1 BUFFER
IMPACT AREA =
1,285 SF
7OF9

/V
/ 100 YEAR
/ FLOOD PLAIN
EMP
� \ 332
I T I I
ZONE 2 BUFFER IMPACT
AREA = 632 SF
1 BUFFER IMPACT
= 96 SF
IMPACT AREA 6:
ZONE 1 (NEUSE RIVER BUFFER)
............
ZONE 2 (NEUSE RIVER BUFFER)
GRAPHIC SCALE
40 0 20 40 60
1 inch = 40 ft.
8OF9
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FLOODWAY
f" I 100 YEAR
FLOOD PLAIN
I
— STREAM IMPACT
ZONE 1E a SFIM �j LENGTH = 30 LF \\
STREAM AREA d 888 \
AREA =1 2 11 PASS
STREAM IMPACT
AREA = 120 SF \
ZONE 1 BUFFER IMPACT J
AREA = 990JSF, /
/
SrEAM/MPACT/ /
LENGTH = 3q LF /
/ i
ZONE 2 BUFFER IMPACT-
AREA
MPACTAREA = 2,025 SF
ZONE 2 BUFFER IMPACT
AREA = 603 SF
/
IMPACT AREA 7
ZONE 2 BUFFER IMPACT
\ \ AREA = 2,161 SF
ZONE 1 BUFFER
AREA = 887 SF \
\ `ZONE 1 BUFFER IMPACT
\ AREA = 874 SIF
�ONF I
ZONE 2 BUFFER IMPACT
AREA = 654 SF
ZONE 1 (NEUSE RIVER BUFFER)
3,639 SF (0.08 AC)
®ZONE 2 (NEUSE RIVER BUFFER)
5,443 SF (0.12 AC)
O Q STREAM IMPACT [60 LF]
O O 331 SF (0.01 AC)
GRAPHIC SCALE
40 0 20 40 80
1 inch = 40 ft.
9OF9