20170766 Ver 2_401 Application_20180418

• V �-
Soil & Environmental Consultants, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615 • Phone; [phone] • Fag: [phone]
sandec.com
April 12, 2018
S&EC Project # 12554.W17
To: US Army Corps of Engineers NC DWR, 401 & Buffer Permitting Unit
Raleigh Regulatory Field Office Attn: Karen Higgins'®
Attn: James Lastinger Archdale Building — 9th Floor
3331 Heritage Trade Drive, Suite 105 512 North Salisbury Street
Wake Forest, NC 27587 Raleigh, NC 27604
From: Deborah Edwards Shirley
Soil & Environmental Consultants, PA
Re: Town of Apex -Beaver Creek Greenway -Phase 2
AID#SAW-2015-02065; DWR #17-0766
Apex, Wake County, NC
On behalf of the applicant, Mr. John M. Brown, the Director of Parks & Recreation, please find attached a complete
application and supplemental information requesting written concurrence from the U.S. Army Corps of Engineers
(USACE) and the N. C. Division of Water Resources (NCDWR) that the activities proposed below may proceed under
Nationwide Permit 14 and Water Quality Certification 4135. In addition, the applicant would like to request a Jordan
Lake Watershed No Practical Alternatives Determination from the NCDWR for the proposed impacts to riparian
buffers. Please contact me at [phone] if you have any questions or require additional information.
PROJECT SUMMARY
Project Name
Town of Apex -Beaver Creek Greenway -Phase 2
Project Type
Greenway
Owner / Applicant
Town of Apex
County
Wake
Nearest Town
Apex
Waterbody Name
Beaver Creek
Basin
Cape Fear -Jordan Lake
Index Number
16-41-10-(0.5)
Class
WS -IV; NSW
IMPACT SUMMARY
Stream Impact (acres):
0
Wetland Impact (acres):
0.969
Open Water Impact (acres):
0
Total Impact to Waters of the U.S.
acres
0.969
Total Stream Impact (linear feet):
0
Total Riparian Buffer Impact (sq. ft.)
Zone 1: 3,479 Zone 2: 2,709
Attachments:
Pre -construction Notification (PCN) Application Form
Agent Authorization Form
USGS Topographic Map
NRCS Soil Survey Map
Vicinity Map
DWR Buffer Determination NBRRO#15-296
404 NWP 14 Verification -SAW -2015-02065
NCDWR 401 Approval-DWR#17-0766
Beaver Creek Greenway: Phase 2 -Pre -Construction Notification Application

Restoration Systems -Statement of Availability letter
NCDMS Mitigation Acceptance letter
Wetland & Streams Permit Map Package
Buffer Permit Map Package
Existing Conditions Permit Drawings
Typical Sections
Grading and E&S Plans
DWR ONLY:
$570 DWR Application Fee
Beaver Creek Greentivay: Phase 2 -Pre -Construction Notification Application

O�QF W ATF9QG
Office Use Only:
Corps action ID no.
DWO 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 El Section 10 Permit
1b.
Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number: N/A
1 c.
Has the NWP or GP number been verified by the Corps?
® Yes
❑ No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ® Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
® Yes
❑ No
1g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below.
❑ Yes
® No
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
2a.
Name of project:
Town of Apex: Beaver Creek Greenway -Phase 2
2b.
County:
Wake
2c.
Nearest municipality / town:
Apex
2d. Subdivision name:
N/A
2e.
NCDOT only, T.I.P. or state
project no:
N/A
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Town of Apex
3b.
Deed Book and Page No.
N/A linear project
3c.
Responsible Party (for LLC if
applicable):
John M. Brown, Director of Parks and Recreation
3d.
Street address:
PO Box 250
3e.
City, state, zip:
Apex, NC
3f.
Telephone no.:
919-249-3344
3g.
Fax no.:
N/A
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: Owner -please send correspondence to Agent and
owner
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:
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:
D3hlr1av2iSandEQ-a m
Page 2 of 12

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
Parcel ID: N/A linearproject
1b. Site coordinates (in decimal degrees): IMPACT @
Latitude: 35.7254 Longitude: -78.9024
WETLAND 5
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size:
N/A-project approximately 1, 750 linear feet long
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
proposed project:
Beaver Creek 16-41-10-(0.5)
2b. Water Quality Classification of nearest receiving water:
WS-IV; NSW
2c. River basin:
Cape Fear River Basin; Hydrologic Unit Code 03030002
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 a maintained 30' wide Town of Apex Utility Easement within a 40' wide Town of
Apex Greenway Easement between the terminus of the Phase 1 Greenway and west to the Right-of-Way of Apex
Barbecue Road. On the west side of Apex Barbecue Road, beyond the Right-of-Way, the greenway utilizes the 30' Town
of Apex Utility Easement and then south through a roadside wooded area until it connects to the Town of Apex Nature
Park. The general land use in the vicinity of the project is residential.
3b. List the total estimated acreage of all existing wetlands on the property.-
roperty:Approximately
Approximately3.35 acres of wetlands within the greenway corridor delineated
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
Approximately 800 linear feet of stream within the greenway corridor delineated
3d. Explain the purpose of the proposed project:
The purpose of the proposed project is to construct Phase 2 of a town greenway, which will connect the Kelly West
residential subdivision to the Town of Apex Nature Park. This phase 2 will connect to phase 1 and will ultimately
connect Kelly Road Park to the Town of Apex Nature Park.
3e. Describe the overall project in detail, including the type of equipment to be used:
The overall project is approximately 1, 915 linear feet and consists of the construction of phase 2 of the Beaver
Creek Greenway from Kelly West residential subdivision to the existing Town of Apex Nature Park and utilizes the
existing Town of Apex Utility Easement to the maximum extent practicable. In between these two locations is a
bridge replacement on Apex Barbecue Road and under construction by the NCDOT. Therefore, this project stops
and starts on the east and west side of the Apex Barbecue Road Right-of-Way. In detail, the greenway will utilize a
boardwalk at wetland areas and will span Beaver Creek. The beginning and ends points of the boardwalk transition
to at-grade in some locations. Equipment typically used for construction and earthwork such as backhoes,
bulldozers, excavators, graders, pavers etc. will be utilized for this project.
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 El No El Unknown
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
®Preliminary El Final
Comments: A PJD was issued on September 30, 2015-AID
# SAW-2015-02065.
4c. If yes, who delineated the jurisdictional areas?
Agency/Consultant Company: Soil & Environmental
Name (if known): David Gainey & Steven Ball
Consultants, PA Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
USA CE- James Lastinger with the Corps verified jurisdictional areas on April 10, 2015; NCDWR- Sara Knies with the
NCDWR conducted a buffer determination on June 30, 2015 and March 8, 2016, see attached letter (NBRRO#15-296).
Page 3 of 12
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
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.
A 404 Nationwide Permit 14 verification was issued for Phase 1 by James Lastinger on July 24, 2017 (AID#SAW-2015-
02065); A 401 Water Quality Certification and Buffer Authorization Approval was issued for Phase 1 by Danny Smith on
August 17, 2017 (DWR #17-0766).
6. Future Project Plans
6a. Is this a phased project?
® Yes ❑ No
6b. If yes, explain.
Per the project engineer, there are future plans to connect the Beaver Creek Greenway to the American Tobacco Trail.
Page 4 of 12

C. Proposed Impacts Inventory
I. Impacts Summary
la. 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
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
wetland
DWQ — non -404, other)
(acres)
Tem ora T
if known
W1 (W5 -sheet 2)
Greenway-
Bottomland
® Yes
® Corps
®P ❑ T %//%%//%/
Permanent outside
Hardwood
❑ No
❑ DWQ
0.009
easement)
Forest
W2 (W5 -sheet 2)
Greenway -Boardwalk
Bottomland
❑ Yes
® Corps
El P ®T
Construction (outside
Hardwood
® No
El DWQ
0.132
easement)
Forest
W3 (W5 -sheet 2)
Greenway -Boardwalk
Bottomland
El Yes
® Corps
El P ®T
Construction (inside
Hardwood
No
El DWQ
0.272
30' easement)
Forest
Greenway -
W4 (V1/5 -sheet 2)
Construction
Clearing -Permanent,
Bottomland
® Yes
® Corp s
® P El \\\\\\\
No Permanent loss
Hardwood Forest
❑ No
❑ DWQ
0.010
(outside 30'
easement)
W5 (W6 -sheet 2)
Greenway -Boardwalk
Bottomland
❑ Yes
® Corps
El P ®T
Construction (outside
Hardwood
® No
El DWQ
0.082
30' easement)
Forest
W6 (W6 -sheet 2)
Greenway -Boardwalk
Bottomland
El Yes
® Corps
❑ P ®T
Construction (inside
Hardwood
®N°
❑DWQ
0.146
30' easement)
Forest
Greenway -
W7 (W6 -sheet 2)
Construction
Clearing -Permanent,
Bottomland
® Yes
® Corp s
® P El \\\\\\�
No Permanent loss
Hardwood
El No
❑ DWQ
0.062
(outside 30'
Forest
easement)
W86 -sheet
� 3 )
Greenway-
Bottomland
®Yes
®Corps
® P El %////////%!
Permanent (outside
Hardwood
El No
DWQ
0.006
30' easement)
Forest
W9 (W6 -sheet 3)
Greenway -Boardwalk
Bottomland
❑ Yes
® Corps
El P ®T
Construction (outside
Hardwood
No
DWQ
0.020
30' easement)
Forest
W10 (W6 -sheet 3)
Greenway -Boardwalk
Construction (inside
Bottomland
El Yes
® Corps
El ® T
30' easement)
Hardwood
® No
El DWQ
0.029
Forest
Greenway -
W11 (W6 -sheet 3)
Construction
Clearing -Permanent,
Bottomland
® Yes
® Corps
® P ❑ T �\XX\�
No Permanent loss
H d
ElNo
ElDWO
0.016
(outside 30'
Forest
easement)
Page 5 of 12
PCN Form — Version 1.3 December 10, 2008 Version

W127 -sheet 3
� )
Greenway-
Bottomland
®Yes
®Corps
® P ❑ T MMMIMMIN,
Permanent outside
Hardwood
El No
❑ DWQ
0.040
30' easement)
Forest
W13 (W7 -sheet 3)
Greenway -Boardwalk
Bottomland
El Yes
® Corps
El P ®T
Construction (outside
Hardwood
No
❑DWQ
0.004
30' easement)
Forest
W147 -sheet
(W 3 )
Greenway -Boardwalk
Bottomland
El Yes
®Corps
❑ P ® T
Construction (inside
Hardwood
® No
❑ DWQ
0.006
30' easement)
Forest
Greenway -
W15 (W7 -sheet 3)
Construction
Clearing -Permanent,
Bottomland
® Yes
® Corps
® P ElT \���
No Permanent loss
Hardwood
Forest
El No
❑DWQ
0.102
(outside 30'
easement)
W167 -sheet
(W 3 )
Greenway-
Bottomland
❑ Yes
®Corps
®P El T;
Permanent (inside 30'
Hardwood
®No
El DWQ
0.033
easement)
Forest
2g. Total wetland impacts
0.969
2h. Comments: Total Permanent Impacts -outside 30' maintained utility easement = 0.055; total temporary impacts (non -
forested) -outside 30' maintained utility easement = 0.238; total Permanent, No Permanent loss impacts (forested) -outside 30'
maintained utility easement = 0.190; total Permanent impacts -inside 30' maintained utility easement = 0.033; total temporary
impacts -inside 30' maintained utility easement = 0.453.
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 -Permanent
(PER) or
(Corps - 404, 10
stream
length
(P) or Temporary (T)
intermittent
DWQ — non -404,
width
(linear
(INT)?
other)
(feet)
feet)
S1 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S20P❑T
❑PER
❑Corps
❑ INT
❑ DWQ
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
0
3i. Comments:
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 im acts below.
4a.
4b.
4c.
4d.
4e.
Open water impact
Name of waterbody
number —
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary T
01 ❑P❑T
4f. Total open water impacts
0
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
Page 6 of 12

5a.
5b.
5c.
5d.
5e.
Pond ID
Proposed use or purpose of
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
number
pond
(acres)
Flo
ode
Filled
Excavated
Flooded
Filled
Excavated
Flooded
d
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse ❑ Tar -Pamlico ® Other: Jordan
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 (sheet 2)
® P [_1 T
Greenway
Beaver Creek
❑ Yes
® No
3479
2361
B2 (sheet 3)
®PT
❑
Greenway
Beaver Creek
® Nos 0
348
B3❑P❑T
El Yes
❑ No
B4❑P❑T
El Yes
❑ No
B5❑P❑T
El Yes
❑ No
6h. Total buffer impacts
3,479
2,709
6i. Comments:
Page 7 of 12

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.
S&EC completed a wetland delineation and Jordan Lake Watershed Buffer evaluation for the proposed greenway corridor
to identify natural resources so that impacts could be avoided & minimized to the maximum extent practicable. Additional
areas were added and delineated throughout the corridor to further avoid & minimize impacts to jurisdictional waters.
Phase 2 of the proposed greenway will be approximately 1,915 linear feet long and has been designed to be constructed
primarily within the existing 30' Town of Apex Utility Easement. The greenway will be a mix between boardwalk and
concrete sections. The 30' Utility Easement includes a sanity sewer line previously permitted and installed by the Town.
Utilizing the existing utility easement where a sanitary sewer was previously constructed allows the greenway to be built
within a maintained corridor which provides overall minimization of proposed wetland impacts. For the greenway, a 40'
Town of Apex Greenway Easement was established and the existing 30'utility easement is within the greenway
easement. Additional greenway easement width was required to be able to construct the greenway at minimum
separation distance from the sanitary sewer line. The separation distance that was agreed upon was 10' and was
acquired throughout most of the greenway. Some separation distance exceptions were made at manhole locations, this
was to avoid going outside the easement and impact additional wetland areas. Additionally, the Town of Apex design
requirements does not allow for the greenway to be constructed directly above the sanitary sewer line and required that
any greenway crossing sections (i.e. greenway crossing sanitary sewer line) be a concrete section vs. a boardwalk
section. This was to avoid the boardwalk pilings that are driven into the ground to be near the below ground surface
sanitarysewer. Boardwalk was utilized in wetland locations to avoid the permanent loss of wetlands however some
concrete sections (i.e. permanent fill) were required at the beginning and ends sections of the boardwalk because of its
proximity to the manholes. Bridge sections were utilized at the Beaver Creek stream crossing, therefore avoiding stream
impacts. Temporary stream impacts were avoided in this phase, the proposed bridge span over Beaver Creek can be
accessed from both directions. The average height of the boardwalk sections is 34, the height clearance from the
boardwalk to the ground surface is 2' allowing for wetland vegetation to grow.
Furthermore, the applicant is aware of the regional conditions associated with the Nationwide Permits 14. WIth respect to
Linear transportation projects and Nationwide Permit 14 (NWP 14 -Regional Conditions section 4.0) the applicant is not
proposing stream relocations or impacts within tidal waters/wetlands; the crossings are only upland to upland and are not
being utilized in combination with a NWP 18 creating uplands; the proposed temporary crossings are not within a trout
watershed.
1 b.
Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Per the project engineer, for the most part, the project will be staying within previously cleared utility easements, mud
mats will be utilized in wetland areas, silt fence will be used on both sides of the construction limits and also silt fence
outlets will be utilized where necessary, construction entrances are used on all access points to the project area, and inlet
protection is used on existing storm drain inlets near construction. See attached E&S plan sheets for specifics, (not
finalized).
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, w hich mitigation option will be used for this
project.
®payment to in -lieu fee program
❑ 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: Cripple Creek Stream & Wetland Mitigation Bank
3b. Credits Purchased (attach receipt and letter)
Type: Riparian
Wetland
Quantity: 0.154 (remaining credits @
bank)
3c. Comments: See attached Statement of Availability letter dated March 27, 2018
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:
0 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:
0.333 acres
4f. Non -riparian wetland mitigation requested:
0 acres
4g. Coastal (tidal) wetland mitigation requested:
0 acres
4h. Comments: Private mitigation bank contacted; only 0.154 acres of riparian wetland credits available (not
purchased). Proposed phase needs 0.333 acres. Therefore, the remaining is being requested through NCDMS.
Mitigation is being requested at a 2:1 mitigation ratio for the Permanent, Permanent loss wetland impacts outside of the
maintained utility easement, 1:1 mitigation ratio for Permanent, Permanent loss impacts within the maintained utility
easement, and 1:1 ratio for Permanent, No Permanent loss impacts for forested wetlands outside of the maintained
utility easement.
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ® 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
la. Does the project include or is it adjacent to protected riparian buffers identified
® Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1b. If yes, then is a diffuse flow plan included? If no, explain why. Comments: Per the
project engineer, The project will sheet flow primarily or will be in boardwalk where
❑ Yes ® No
stormwater flow will not be impacted. All construction plans will be reviewed and
approved by the Town of Apex.
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
11.4%
2b. Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
Project is a linear project with < 24% imperviousness and no concentrated flows. All construction plans will be reviewed
and approved by the Town of Apex.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
❑ 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?
❑ Phase II
3b. 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
4a. Which of the following state -implemented stormwater management programs apply
El HQWEl ORW
(check all that apply):
❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 10 of 12
PCN Form — Version 1.3 December 10, 2008 Version

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1 a.
Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes ® No "
use of public (federal/state) land?
'Per the project engineer
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.
We have reviewed the "DRAFT Internal Policy, Cumulative impacts and the 401 Water Quality Certification and Isolated
Wetland Programs" document prepared by the NC Division of Water Quality on April 10, 2004, version 2.1. The Beaver
Creek Greenway -Phase 2 project does not specifically meet any of the three criteria of private or publically funded
projects that can clearly result in cumulative impacts; this project should not result in additional residential or commercial
development and/or have growth -stimulating effects, this greenway is being constructed in an already developed
landscape. Additionally, the project is located within the Town of Apex's jurisdiction, therefore any adjacent
properties that have potential for development will have the following regulations to protect downstream waters: 1)
the Phase II NPDES Stormwater Permit Program, this program includes permitting requirements for Municipal
Separate Storm Sewer Systems (MS4s) in addition to post -construction stormwater management requirements; 2)
Jordan Lake Watershed Riparian Buffer Protection regulations, these regulations require limited development within
the riparian buffer area in addition to "diffuse flow" requirements at a minimum and could require Best Management
Practices that control nitrogen if diffuse flow cannot be achieved, and 3) the Water Supply, Watershed Protection
Program which limits development densities as well as requires protective riparian buffers. 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. No wastewater will be generated for this project.
Page 11 of 12
PCN Form — Version 1.3 December 10, 2008 Version

d Species and Designated Critical Habitat (Corps Requirement)
EWillect occur in or near an area with federally protected spe4Act
Yes ® No
5b. Have you checked with the USFWS concerning Endangered Specieimpacts?
Yes ® No
5c. If yes, indicate the USFWS Field Office you have contacted.
El Raleigh
❑ 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 and 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.
References: North Carolina Natural Heritage Program. 2018. Geographic Information System (GIS) data. NCDNCR,
Raleigh, NC. Available at 6tt ,Mjn w,ncnt 12.®ra/. (Accessed: March 28, 2018).
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
El 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? The NC
State Historic Preservation Office HPOWEB GIS Service interactive map was referenced on March 28, 2018; no historic
listings or study list entries or determined eligible listings were identified within the easement boundaries. Additionally, no
structures were observed during field delineations.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? —TE]
Yes ❑ No
8b. If yes, explain how project meets FEMA requirements: Per the project engineer.' the project will encroach within the
FEMA floodway and I% annual chance floodplain. A hydraulic analysis of the proposed project has been performed, and
the results of the analysis have been formally submitted to FEMA through the Conditional Letter of Map Revision
(CLOMR) process.
8c. What source(s) did you use to make the floodplain determination? Per project engineer & NC Floodplain Mapping
Program
Deborah E. Shirley'
April 12,
Applicant/Agent's Printed Name
A
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the pplicant
2018
is provided.)
Date
Page 12 of 12

Environmental Consultants,
8412 Falls of Neuse Road, Suite 164, Raleigh, NC 27615 • Phone: [phone] • Fax: [phone]
sandcc.com
PROPERTY OWNER CERTIFICATION / AGENT AUTHORIZATION
Project Name/Description: Beaver Crk Greenway- Kelly Rd PkS&EC Project # 1 Z55q
Date: 8/18/15 to Barbecue Rd.
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
69 Darlington Avenue
WilmiU�on, NC 28403
;�
Attn: Field Office: J CQ -�
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):
Site Address:
City, County, State:
PROPERTY OWNER INFORMATION:
Name: Town of Apex (Att: John Brown, Director of. Parks and Recreation)
Mailing Address: PO Box 250
Telephone Number: ( 919) 249-3344
John M. Brown
Property Owner (please print)
Ciyinlryvg�ud Ey . M.Brown
John M. Brown 0E"'FM�o .o-,o�d>ou.W'P.Us d
D,..0.1..k.e.a�� o.o.y.., _
o.,.zy,—,ayaz—��
Property Owner Signature
Date
8/18/15
We hereby certify the above information submitted in this application is true and accurate to
the best of our knowledge.

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Source: NC One Map
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NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R. van der Vaart
Governor Secretary
July 23, 2015
Town of Apex
PO Box 250
Apex, NC 27502
Subject: Buffer Determination
NBRRO#15-296
Wake County
Determination Type:
Buffer Call �
Isolated or EIP Call
Neuse (I 5A NCAC 26.0233)
- --
Q Tar-Pamlico(15A NCAC 28.0259)
Ephemeral/Intermittent/Perennial Determination
�] Jordan (15A NCAC 2B .0267)
Isolated Wetland Determination
Project Name- Beaver Creek Greenway, Apex
Location/Directions; Subject property Is a privately owned lot located at project address;
Subject Stream: UT to Beaver Creek
Determination Date: ,lune 30, 2015 Staff: Sara Knles
Feature
/Flag
Not
Subject
To
Aufrers
Subject
To
Buffers
VIM*
StartCq)
Stop@a
Soil
Survey
USGS
Topo
A
X
_
P
Throughout
Throughout
X
X
B
X
X
j X
C
X
1
Throughout
DWQ Flag/C
Stop Channel
Fla
X
D
X
I
Throughout
Throughout
X
X
E
X
I
Throughout
Throughout
X
F
X
Not Present
X
X
Z**
X
I
Throughout
Throughout
fiE/UY - Ephemeral/intermittent/Perennial
**Feature Z is not depicted on Wake County Soil Survey and/or USGS topographic maps. Feature Z is not
subject to Neuse River Riparian Buffers; Feature Z is subject to 401/isolated waters permitting
A11'rallY
peCarolina
North Carolina Division of Water Resources 1628 Mail Service Center Raleigh, NC 27699-1628 Phone [phone]
Internet: www.ncwaterauality.org Location: 3800 Barrett Drive Raleigh, NC 27609 Fax [phone]
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper

Beaver Creek Greenway
Wake County
July 23, 2015
Page 2 of 2
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 shat] expire five (S) years from the date of this tetter. Landowners or affected parties that
dispute a determination made by the DWR or Delegated Local Authority may request a determination by the
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, Karen Higgins, DWR — 401 & Buffer
Permitting Unit, 1i617Mail Service Center, Raleigh, NC 27699.1617.
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)4844884.
If you have questions regarding this determination, please feel free to contact Sara Knits at [phone],
asps tfully,
Danny Smith, Supervisor
Water Quality Section
Raleigh Regional Office
cc: RRO/SWP File Copy

B -H•15 SvV�
r

B - Li -,Is suL

v

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW -2015-02065 County: Wake U.S.G.S. Quad: New Hill
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: Town of Anes
Attn: John Brown
Address: P.O. Box 250
Apex, NC 27502
Telephone Number: 919-249-3344
Size (acres) Nearest Town Apex
Nearest Waterway Beaver Creek River Basin Cape Fear
USGS HUC 03030002 Coordinates Latitude: 35.7267686672035
Longitude: -78.8994796593402
Location description: The proiect is approximately 4,615 linear feet of new greenway trail along existing sewer line easements
from Kelly Rd., to its terminus at Chapel Valley Lane, near the town of Apex, Wake County, North Carolina. Aquatic
resources onsite drain to Beaver Creek in the Cape Fear River basin.
Description of projects area and activity: This permit verification allows for 75 linear feet of stream channel impacts and 1.75
acre of wetland impacts for the construction of the above referenced greenway trail with logical termini, in accordance with
the below impact table. Nlitigation is required for this proposal.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Sections 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number or Nationwide Permit Number: NWP 14 Linear Transportation
Proiects.
SEE ATTACHED RGP or A71VP GENERAL, REGIONAL AND SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted application and attached information dated June 21, 2017. Any violation of the attached
conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order, a Class
I administrative penalty, 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
Summa or w6041nd and Stream Impacts
Sheet Wetland/
Stream
Temporary
Wetland
Impact
A
Tempprery Wgtlend Permanent, Permanents pFFinan4ritloss
Imp#ct(InMatntelned Permanent Loss Wattandlmpact(Inmaint4ined
Utlllty Easement) Wetisnd Impact tltlllty Casement)
(AC) AE (AC)(AQ-
Permanent, No Permanent Te mporary Temporary
Loss WatlendImpact Stream Stream
(Forested Wetland) Impact Impact
SF LF)
MT
80.0431
A
mom 0
0 -
0
0
1
0.1428
0.427D
0.0395 0.01(0
0.1087
0
0
-- - 1
0.2032
0.4247
Q171 0.0.148
0.0221
0
0
0
0
0
0 0
0
U0
AO
Z
0
0
a_- 0
-- 0
90
-30- -
5 3
Q MU
0.0233
0.0027 0-0052
0 005b
0
0
_ 4
Q
0.1605
0 0
0
0
0
E
o
U _
0 0
0
120
25
Prolect Iota[
0.4570
1,0355
Q," 0.0660
0.1364
340
7S
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Sections 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number or Nationwide Permit Number: NWP 14 Linear Transportation
Proiects.
SEE ATTACHED RGP or A71VP GENERAL, REGIONAL AND SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted application and attached information dated June 21, 2017. Any violation of the attached
conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order, a Class
I administrative penalty, 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

SAW -2015-02065
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 Resources (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 Elizabeth 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 questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact James Lastinger at [phone] or James.C.LastingerAusace army mil.
LASTINGERJAMES.C.1
Corps Regulatory Official: 363642400 Date: July 24, 2017
Expiration Date of Verification: 03/18/2022
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, located online at
Copy furnished:
Agent: Soil and Environmental Consultants
Debbie Shirley
Address: 8412 Falls of Neuse Rd.
suite 104
Raleigh, NC, 27615
Telephone Number:

SAW -2015-02065
SPECIAL CONDITIONS
In order to compensate for impacts associated with this Permit mitieation shall be provided in
accordance with the provisions outlined on the most recent version of the attached Compensatory
Mitieation Responsibility Transfer Form The requirements of this form includine any special
conditions listed on this form, are hereby incorporated as special conditions of this permit
authorization.

ROY COOPER
M .
i Govemor
MICHAEL S. REGAN
A
Water Resources Secretory
ENVIRONMENTAL QUALITY S. JAY ZIMMERMAN
Director
August 17, 2017
DWR # 17-0766
Wake
Town of Apex
Attn: John M. Brown
PO Box 250
Apex, NC 27502
Subject: APPROVAL OF 401 WATER QUALITY CERTIFICATION WITH ADDITIONAL CONDITIONS
AUTHORIZATION CERTIFICATE PER THE JORDAN LAKE WATER SUPPLY WATERSHED
RIPARIAN BUFFER PROTECTION RULES (15A NCAC 026 .0267) WITH ADDITIONAL
CONDITIONS
Town of Apex -Beaver Creek Greenway -Phase 1
Dear Mr. Brown:
You have our approval for the impacts listed below for the purpose described in your
application dated June 21, 2017 and received by the Division of Water Resources (Division) on
June 21, 2017. These impacts are covered by the attached Water Quality General Certification
Number 4088 and the conditions listed below. This certification is associated with the use of
Nationwide Permit Number 14 once it is 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 approval requires you to follow the conditions listed in the enclosed certification and the
following additional conditions:
The following impacts are hereby approved provided that all of the other specific and
general conditions of the Certification and Buffer Rules are met. No other impacts are
approved, including incidental impacts. [15A NCAC 02B .0506(b)(c) and 15A NCAC 02B
.0267(11)]
Division of Water Resource,, Raleigh Regional Office, WUter Quality Operation; Section http: port at. ncdenr.orgiweh%wd ap
1628 N(ait Service Center, Raleigh, NC 27699-1625 Phone: [phone]
Location: 3800 Barrett Drive, Raleigh, NC 27609
Fix: [phone]

Town of Apex -Beaver Creek Greenway -Phase 1
DWR #17-0766
401 AND BUFFER APPROVAL
Page 2 of S
Type of Impact
Amount Approved
(units)
Permanent
Amount Approved
(units)
Temporary
Wetland
W1 -Greenway
0.0063 (acres)
0 (acres)
W2 -Greenway -Boardwalk Const.
0 (acres)
0.0431 (acres)
W3 -Greenway
0.0295 (acres)
0 (acres)
W4 -Greenway -Boardwalk Const.
0 (acres)
0.1428 (acres)
W5-Greenwa-Construction
0.1087 (acres)
0 (acres)
W6 -Greenway
0.0160 (acres)
0 (acres)
W7 -Greenway -Boardwalk Const.
0 (acres)
0.4270 (acres)
W8 -Greenway
0.0171 (acres)
0 (acres)
W9 -Greenway -Boardwalk Const.
0 (acres)
0.2032 (acres)
W10- Greenway -Construction
0.0221 (acres)
0 (acres)
W11 -Greenway
0.0448 (acres)
0 (acres)
W12 -Greenway -Boardwalk Const.
0 (acres)
0.4247 (acres)
W13 -Greenway
0.0027 (acres)
0 (acres)
W14 -Greenway -Boardwalk Const.
0 (acres)
0.0111 (acres)
W15- Greenway -Construction
0.0056 (acres)
0 (acres)
W16 -Greenway
0.0052 (acres)
0 (acres)
W17 -Greenway -Boardwalk Const.
0 (acres)
0.0233 (acres)
W18 -Greenway -Boardwalk Const.
0 (acres)
0.0568 (acres)
W19 -Greenway -Boardwalk Const.
0 (acres)
0.1605 (acres)
Stream
S1 -Greenway -Construction
0 (linear feet)
30 (linear feet)
52 -Greenway -Construction
0 (linear feet)
20 (linear feet)
53 -Greenway -Construction
0 (linear feet)
25 (linear feet)
Buffers -Zone 1
B1- Greenway
18 (square feet)
0 (square feet)
B2- Greenway
4146 (square feet)
0 (square feet)
133- Greenway
5432 (square feet)
0 (square feet)
B4- Greenway
3448 (square feet)
0 (square feet)
Buffers Zone 2
B1- Greenway
380 (square feet)
0 (square feet)
B2- Greenway
8207 (square feet)
0 (square feet)
B3- Greenway
7067 (square feet)
0 (square feet)
B4- Greenway
4431 (square feet) 1
0 (square feet)

Town of Apex -Beaver Creek Greenway -Phase 1
DWR #17-0766
401 AND BUFFER APPROVAL
Page 3 of 5
2. Diffuse Flow
All stormwater must 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. [15A NCAC 02B.0267(8)]
3. 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. [15A NCAC 02H .0501
and .0502]
4. 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. [15A NCAC 02H.0506 (b)(2) and (c)(2) and 15A NCAC
02H .0507 (c)]
5. 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. [15A NCAC 02B .0507(d)(2)]
6. This approval and its conditions are final and binding unless contested. [G.S. 143-215.5]
This Certification and Buffer Authorization can be contested as provided in Articles 3 and 4 of
General Statute 1506 by filing a written petition for an administrative hearing to the Office of
Administrative Hearings (hereby known as OAH). A petition form may be obtained from the
OAH at http://www.ncoah.com/ or by calling the OAH Clerk's Office at [phone] for
information.
Within thirty (30) 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).

Town of Apex -Beaver Creek Greenway -Phase 1
DWR #17-0766
401 AND BUFFER APPROVAL
Page 4 of 5
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 for the 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:
Sam Hayes, 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-401 & Buffer
Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
If sending via delivery service
(e.g. UPS, FedEx):
Karen Higgins
NC DENR-DWR-401 & Buffer
Permitting 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 Jordan Lake Water Supply Watershed Riparian Buffer Protection Rules as described in 15A
NCAC 02B .0267. Please contact Stephanie Goss at 919-791-4256 or
[e-mail] if you have any.questions or concerns.
Sincere,,
Danny Smith
Supervisor, Water Quality Regional Operations Section

Town of Apex -Beaver Creek Greenway -Phase 1
DWR #17-0766
401 AND BUFFER APPROVAL
Page 5 of 5
Enclosure: GC 4088
cc: U.S. Army Corps of Engineers; Raleigh Regulatory Field Office; 3331 Heritage Trade
Drive, Ste. 105; Wake Forest, NC 27597
DWR RRO 401 file
DWR 401 & Buffer Permitting Unit via Laserfiche
Road, Suite 104, Raleigh, NC 27615

Statement of Mitigation Credit Availability
Cripple Creek Stream & Wetland Mitigation Bank
March 27, 2018
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 Wetland Mitigation Credits
Project: Town of Apex: Beaver Creek Greenway -Phase 2
We are providing this letter in accordance with 33 CFR §332.8(r), to confirm that .154 Riparian
Wetland Mitigation Credits (Credits) from the Cripple Creek Stream & Wetland Mitigation Bank
(Bank) are currently available and all or a portion may be used, once transferred, for compensatory
mitigation relative to the Town of Apex: Beaver Creek Greenway -Phase 2 project, and as proposed
by Town of Apex (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 USACE with an updated copy of the Bank's Ledger, reflecting the
transaction. Transaction information in the updated Bank Ledger will include relevant Permit and
Applicant information as well as the number and resource type of the debited Credits.
Should your office have any questions, please contact me at 919.334.9123.
Sincerely,
Tiffani Bylow
Restoration Systems, LLC

r C--.
Midgaiion Services
EM Y I ROMMEM TAL 04ALITY
March 28, 2018
ROY COOPER
MICHAEL S. REGAN
John Brown
Town of Apex
P.O. Box 250
Apex, NC 27502 Expiration of Acceptance: 9/28/2018
Project: Town of Apex Beaver Creek Greenway Phase 2 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 DMS 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. § 143-214.11.
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 Certification/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 -lieu fee to be paid by
an applicant Is calculated based upon the Fee Schedule and policies listed on the DMS website.
Based on the information supplied by you in your request to use the DMS, the impacts for which you are
requesting compensatory mitigation credit 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.
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 (9 19) 707-8915.
cc: Debbie E. Shirley, agent
Sincerely,
James. B Stanfill
Asset Management Supervisor
State of North Carolina I Environmental Quality I Mitigation Services
1652 Mail Service Center I Raleigh, NC 27699-1652 1 217 W. Jones Sheet Suite 3000
919 707 8976 T

APEX NA
PARK
VICINITY MAP
TOWN OF APEX
PARKS, RECREATION AND CULTURAL RESOURCES
53 HUNTER STREET
APEX, NC 27502
JOHN M. BROWN
DIRECTOR
919.249.3402
[e-mail]
ENGINEER
KIMLEY-HORN AND ASSOCIATES, INC.
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NC 27601
CATHERINE KENNEDY, P.E.
919.677.2000
[e-mail]
SURVEYOR
THE WOOTEN COMPANY
1430 B OLD LENOIR ROAD NW
HICKORY, NC 28601
JAY DeCOURSEY, PLS
PROJECT SURVEYOR
828.322.5533
[e-mail]
tF
f!
/t
t�
ttt
KELLY
RD
PARK
TOWN OF APEX
BEAVER CREEK GREENWAY EXTENSION
PHASE 2
FROM BEAVER CREEK GREENWAY EXTENSION PHASE 1
TO APEX NATURE PARK
WETLAND 6
W —
WETLAND S ,
—G3— STA 50+08.00
Ed
t! BEAVER CREEK GREENWAY U
EXTENSION PHASE 1 (BY OTHERS)
PREPARED IN THE OFFICE OF:
Kimley>>Horn P s TM1TLINA 1JITE1a0
DREW HAVENS LANCE OLIVE ©2016
TOWN MANAGER MAYOR
BEgVER C E K
1
a KELLY POINT ['T
3
Y
m
ro
PROJECT REFERENCE NO. SHEEP NO.
011200028 1
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
INCOMPLETE PLANS
DO NOT USE FOR R/ W ACQU1SITIO:N
GRAPHIC SCALE i
20 0 40
PLANS
20 0 40
PROFILE (HORIZONTAL)
2 0 4
PROFILE (VERTICAL)
WETLANDS AND STREAMS
PERMIT PACKAGE
PERMIT DRAWING
SHEET 1 OF 3
END GREENWAY
—G3— STA 69+23.79
APEX NATURE
PARK ,--- WETLAND 7
STREAM A
REPLACEMENT (BY OTHERS)
Summary of Wetland and Stream Impacts
Sheet
Temporary
Wetland/ Wetland
Stream Impact
AC
Temporary Wetland Permanent, Permanent, Permanent Loss
Impact (In Maintained Permanent Loss Wetland Impact (In Maintained
Utility Easement) Wetland Impact Utility Easement)
AC AC (AC)
Permanent, No Permanent
Loss Wetland Impact
(Forested Wetland)
AC
Temporary
Stream
Impact
SF
Temporary
Stream
Impact
(LF
2
5 0.132
0.272 0.009 0.000
0.010
0
0
6 0.082
0.146 0.000 0.000
0.062
0
0
3
6 0.020
0.029 0.006 0.000
0.016
0
0
7 0.004
0.006 0.040 0.033
0.102
0
0
ProjectTotal 0.238
0.453 0.055 0.033
0.190
0.0000
OA000

KELLY WEST �\ ~ WETLAND
ASSOCIATE$ LLC r 1 ?' TOWN OF APEX
D
'\
6
NATURtIfARK
<' P ' UNOLESS ALL SIGNATURES COMPLETEDL
/
I
DB 6901PG 748 1 Ii c `.L DB 98T4 PO 2380 m2' 3- PI Sto. 58+36.6-9
�\ •._ —I- 3—_ BLI 2010 PO 934 \
-�
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/ hCOMP LETE PLANS
\ 2G ft"
BEAVER CREEK GREENWAY � �- ----
EXTENSION PHASE ! (BY OTHERS) j 4d _ alp
'S 3622'00.2'w
`gym 9� �
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-G3- PI Sto.58+06.62 -
1
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� �\ END BRIQGE
81 BEGINIDE BOARON
OJ46 ACRES
•7 a"ACRES
3------�
� \-G3- Sto. 572'3D0
1 1
L i
BEGIN CONSTRUCTION r OD56 ACR
BEGIN GREENWAY\+00 l� " laiV1DE B° ALK •6
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-G3- POT Sto.50+0 �\ -G3- 1 56+63D0
\�
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r
-G3- PC9
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MULTI -USE PATH m
OUT
DISTANCE BETWEEN �SI .�Of _ .. p5C4 N
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0
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/ ACRES
q6 cREeNw4e
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SHEET 2 OF 3
zox Lauf W L
05.9• _ ___ p0 _ .. .. 1 A
B3 Eq
/,.
3 839 M
l
\
et 2'f/
Q
DENOTES PERMANENT, PERMANENT
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\
_ 4 O1A97 ACRES 1 `
DENOTES TEMPORARY
4, l: 1 :E t IlkWETLAND
gl,'`,
%' 4
IMPACT
-
OD01ACRfS
DOM ACRES \
ODIO ACRES . \ ,--- _ �j
- -.
Co
_
DENOTES PERMANENT, NO
PERMANENT )OSS WETLAND IMPACT
PROPOSED /d S 25' 6'21.2'W
-G3- PI Sty. 52+65.62 PERMANENT EASEMENT
= i
(FORESTED WETLAND)
DISTANCE BETWEEN OUTSIDE OF I
T BI
-A _k
DENOTES PERMANENT, PERMANENT
_ LOSS WETLAND IMPAR
UTILITY EASEMENT)
--G3-
BOARDWALKAND OUTSIDE OF
CONCRETE SEWER MANHOLE (TYP)
(IN MAINTAINED
PI Sto 50+53.61
-G3- PI Sto. 52+75.62 TOWN OF APEX NATURE PARK 1
DB 9874 PO 2360
� �
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CT
® DENOTES IMTEMPORARY
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= 1 1-9'26Z Dor (Lr,
D = 14
D
�, 2010 PD E34 STREAM ' A
L\�
ei, ��'
(INWE MAINTAINED UTILITY
7-95'
WETLAND ✓
�
DENOTES TEMPORARY
T =
\
.\
gI?�
STREAM IMPACT
R = 400.00'
I
E
'
-50+ .
I I
------- ------
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I
1
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_
-
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EL = 2699
I -G3 A 52+15.62
I : ELEV: =1 268.07'
I)
_ I
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+268.07
(
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- I
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PREPARED IN THE OFFICE OF:
NC LICENSE N-102
121 FAYETTEVILLE STREET. SURE 600
RALEIGH NORTH CARO NA 29601
Kimley >> H o r n
WETLAND & STREAM
IMPACT P E R M I T
20 0 40
PROJECT:
BEAVER CREEK GREENWAY
EXTENSION
REy. N�a R—KIN, PATE: pRANN BY: DEpKEp 61:
This do ent, together With the concepts an tl designs presented herein, as an Instrument of service, Is
intended only for the specific purpose and client for which it prepared. Reuse of and Improper
this Kimley-Horn Associotes,
PHONE'. (919) 6-/2-2000
DRAWINGS
2
PHASE 2
owaspt
reliance on Document witnout written umonzation and amption by and Inc.
sholl be Without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2017
;,17
I IX 17 sheets: I' = 80'
.106 NNBER: SHEET NUI:eER,
0 1200028 2

^' -G3-
-,
1 PI Sto 60+8421 P/ Sto 62+23J7 PI Sto 64+6/.76 PI Sto 65+0987
A = 89 59 422 (LT) D I7B• (LTJ = 27 33' 525' (LT) A = 2T 33' 525• (RT)
, _ DOCUMENT NOT CONSIDERED FINAL
Ww uNLESSALLSIGNATURES COMPLETED
\
= 90 00
Ova y N MgTCyE7N D = 952934.7" D = 95'2934.7' D = 5T l7' 448' D = 57' l7' 448'
S N 2' 32' 0/2' W SIG_69 5 L = 9424' L = 9425' L = 48J1' L = 48J1'
° 9fp0 T = 5999' T = 60D1' T = 2453' T = 2453'
app INCOMPLETE PLANS
DO NOT UM FOA R/W ACOURiI'f'ION
c'
6 MARTIN A.8 -IA BEAM
- - +38.38 ;. /SFE R = 60DV R = 60DV R = 100.00' R = I0000
,L
y / " " OB 13991 PG 022
W Sy
BAN 2006 PG T53
�y N 67 27' S88'W oao ACRE EFT 7j P/ Sto 66+5984 Pl Sto 67+30.35 PI Sto 68+9486 Pl Sto 69+4297
/
��
N 52' 2/' 3�9• W A = 25' 49' 245• (RT) A = 27' 55' I9J• (LT) 0 = 4T 3/' 02.7• (LT) A = 45 02' 36.3' (RT)
" ry PERMIT DRAWING
SHEET 3 OF 3
r D = 38' ll' 499 D = 38' ll' 49.9' D = 76' 23' 397• D = 13603'43.6
-G3- C 5.60+2 22 oQ o° n
`6
m 1
A Ar L = 6761' L = 73JO' L = 6220' L = 3552'
END CONSTRUC ION 'oR E + T = 3439' T = 3729' T = 33.01' T = 1893'
N N TIE TO a-s/s/GREE Ar R = 15000 R = 15000 R = 75.00 R = 4/50
N -G3,- Sto. 60+482 'L ' �•
DE ANENT
!� ® OS6 WETLAND IMPACTERM
'o
- w NCDOT PROJECT B-5161
- = PI to. 59+5839 R •� ED R/W (BY OTHERS)
F -71 o* - PI' Sta. 59+78.39 - " " TONN -
6�+OQ
DENOTES TEMPORARY
WETLAND IMPACT
�A'EXPrNATURE
- r$ EXISTING R/I END l i�lOf BOARDh'ALK '7 , , -.�
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T- Gk!(.DE TQ D" , B
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Po
PROPOSED e 5161 BRIDGE o _ .. _ -G3- PRC Sto. 69+24.04
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REPLACEMENT IMPRUCTE ✓ty N'rS
TO BE CONSTRUCTED -G3- PRC Sto. 66+93.06DENOTES PERMANENT, ERMANENT
By NGDor _
✓ ,1 \ .. A _ _ _ _ . _ _ -
_/ - -
OSS VVETUND IMPACT
(IN MAINTAINED UTILITY EASEMENT(
--
L- 1 71
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"-G.3.-•.
DENOTES ORARY
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. 6 - _
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Deal ACHES _
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1 OD03 ACRES ,
,( � E
S,37' 38.0 W _
Q� DENOTES TEMPORARY
-G3- PT Sto. 69+5956 STREAM IMPACT
s
R S10+00
S 3T 38' 38.0 111 S 5 2/' 398E S 54 7'34-7 E
Y E F \ w
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--G3- PC Sto. 6/+63JB� / O� P ;, LOp - j PE
omrACREs PE -G3- PC - F OD
END CONSTRUCTION
NS RUStaT ION
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aECIN covsraucnoN eeOlN is w/DeoARavAL 1a x /
TD B-51694.33 AY G3-'Sto.63+2 AO 0 1 '
\
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-G3- Sta. 6/+9433 END la-WIDE BOARGWACK •8,"� /
/01 _W/ CONCRETE QQ�S A1E5 G3- Sta.64+2500 10'-WIDE ASPHALT
MULTI-USE PATH 0002 HES MULTI-USE PATH -
` C�3- PRC Sto.64+8534
ASPHALT PATH
END CONSTRUCTION
(� 041 AC Q40/ACRES E'
STREAM -G3- PT--Ste. 62+57:4/ -
TOWN OF APEX NATURE PARK (
DB 9874 PG 2380
Bu 2� Pc rs4 i i -G4
�" �' /
-G4- Sta.10+6554'
TIE TO EXIST l0
ASPHALT PATH ;
PT Sto. 10+74.63
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/ - -Y2- PC Sta•IO+DODO
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v ti.. - D8 9874 PG 2380 '] �J //, ; ��. _ /80'0'0'
WE ND
TOWN OF APEX NATURE PARK
D = 11435'296' �- / N"H /
4 h BM .2010 PG 134
L = 7463 J o y
T = 4623' °' ;j ,: a r, -G3- PT Sto. 67+66J6
DB 9974 PG 2390
9M 2010 PG 1134
�0+2
R = 50D
10 11
_
2801
--{--
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EL = 267.8
VC = 70
-
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T-I w (
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�x
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I
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EL = 264
8.39
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59 60 bl 62 63 64 65 bb 67
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PREPARED IN THE OFFICE OF:
NCUOENSE-102
421 PAVETIE - STREET, SURE 600
RA SIGH NOR NCARO NA 2]601
PNONE(919)677-2000
WETLAND & STREAM
IMPACT P E R M I T
DRAWINGS
20 D 40
PROJECT: BEAVER CREEK GREENWAY
EXTENSION
PHASE 2
-
REV. No: RE-Eft pATE: ORAMN ev. cr¢CKED enKimley))Horn
This document. together with the concepts and designs presented herein, as an Instrument Ot service, is
Int only for the specific purpose and client for which it Drey Reuss oT gntl Improper
this document Associates,
reliane0 owaspt
reliance On without written authorization ontl adoption by Kimley-Horn and Inc.
Kiml
hall De without liability y to Kimley-Horn ontl Associgtes, Inc.
Copyright Kimley-Horn and Associates, Inc., 2017
©201]
IX 17 sheets: I' = 80'
SOB NONBEIN SNEEi NUMBER:
01 1200028

APEX NAI
PARK
��7
VICINITY MAP
TOWN OF APEX
PARKS, RECREATION AND CULTURAL RESOURCES
53 HUNTER STREET
APEX, NC 27502
JOHN M. BROWN
DIRECTOR
919.249.3402
[e-mail]
ENGINEER:
KIMLEY-HORN AND ASSOCIATES, INC.
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NC 27601
CATHERINE KENNEDY, P.E.
919.677.2000
[e-mail]
SURVEYOR
THE WOOTEN COMPANY
1430 B OLD LENOIR ROAD NW
HICKORY, NC 28601
JAY DeCOURSEY, PLS
PROJECT SURVEYOR
828.322.5533
jdecou rsey@thewootencom pany.com
DREW HAVENS LANCE OLIVE
OD
TOWN MANAGER MAYOR
N
TOWN OF APEX
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BUFFERS
PERMIT PACKAGE
PERMIT DRAWING
SHEET 1 OF 3
END GREENWAY
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APEX NATURE
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RALEIGH, NORTH CAROLINA 37601
PHONE:
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RIPARIAN BUFFER
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SELF- INSPECTIONS AND SELF-MONITORING SHALL BE CONDUCTED I \
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15A NCAC 04B.0131 c'I 81
THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY
WTIH THE REGULATIONS SET FORTH BY THE
NCG410M0 GENERAL CO-VSTRUC77ON PERMIT EFFECTIVE AUGUST 3, 2011
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reliance it tnis document without written ssocloes. In and adoption by Kimley-Horn and Associotes, Inc. ©2017
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PAVEMENT SCHEDULE
A PROPOSED 4' REINFORCED CONCRETE SIDEWALK
PROP. APPROX. 2.0'ASPHALT CONCRETE SURFACE COURSE.TYPE SF9.5A.
CI AT AN AVERAGE RATE OF 165 LBS.PER SO.YD.
J/ PROPOSED 6 -AGGREGATE BASE COURSE
T PROPOSED COMPACTED EARTH MATERIAL
NOTES:
1. SEE PLANS FOR SPECIFIC GREENWAY AND BOARDWALK LOCATIONS.
2. SEE SHEET CD -2 FOR TOWN OF APEX TYPICAL SECTION DETAILS.
3. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE NOTED.
4. SEE PLAN SHEETS FOR GREENWAY SUPERELEVATION
TRANSITIONS. (2% MAX SUPERELEVATION)
5. SLOPE SHOULDERS FOR POSITIVE DRAINAGE. OFTEN REQUIRES
CONTINUING 0.02 FT/FT SHOULDER SLOPE UNTIL TIE-IN WITH
NATURAL GROUND (SEE CROSS SECTIONS).
5'
SEE NOTE 5 GROIADI
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GROUND 02 02
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WELDED WIRE- L GRADE TO J
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-G3- STA 50+08.00 TO STA 5/+15.62
-G3- STA 59+98.39 TO STA 60+54.82
-G3- STA 6/+94.33 TO STA 63+25.00
f IBDARD
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APPLIES TO ALL BOARDWALK SECTIONS
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-G3- STA 64+25.00 TO STA 69+23.79
-G4- STA 10+00.00 TO STA 10+65.54
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DOCUMENT NOT CONSI DERED FINAL
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EX/ST/NG
GROUND —
PREPARED IN THE OFFICE OF. PROJECT: BEAVER CREEK GREENWAY
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RALE1 H.T CRTI ESTREET, SUITE 600 NOT TO SCALE RALEIGH NOR H CAROLINA 1]601 PHASE 2
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LopYrlght Kimley-Horn and Assoclotes. Inc., 2017 011200028
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