20071235 Ver 2_401 Application_20170917

Environmental Consultants,
8412 Falls of Neuse Road, Slate 104, Raleigh, NC 27615 -
sandec.corn
September 8, 2017
S&EC Project # 9658.W23
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
White Oak Creek
Soil & Environmental Consultants, PA
Cape Fear -Jordan Lake
Re: White Oak Creek Greenway Connection (aka Beckwith Property)
AID# 200703230; DWQ Project #07-1235
Class
Apex, Wake County, NC
On behalf of the applicant Toll Brothers, Inc. (Attn: Kirk Rightmyer), 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 4088.
Note that this project, including the activities requested in this application, received authorization from both the
USACE and the NCDWR back in 2007, however the pedestrian path was never constructed. The proposed impacts
for the current greenway design (i.e. previously identified as pedestrian trail) are less than what was previously
authorized. Additionally, compensatory mitigation has already been paid for the proposed impacts. Please contact
me at [phone] if you have any questions or require additional information.
PRnJFCT SUMMARY
Project Name
White Oak Creek Greenway Connection
Project Type
Greenway
Owner / Applicant
Town of Apex
County
Wake
Nearest Town
Apex
Waterbody Name
White Oak Creek
Basin
Cape Fear -Jordan Lake
Index Number
16-41-6-(0.7)
Class
WS -IV; NSW
IMPACT SUMMARY
Stream Impact (acres):
0
Wetland Impact (acres):
0.037
Open Water Impact (acres):
0
Total Impact to Waters of the U.S. (acres)
0.037
Total Stream Impact (linear feet):
0
Attachments:
Pre -construction Notification (PCN) Application Form
Agent Authorization Form
NRCS Soil Survey Map & USGS Topographic Map
401 Approval -Beckwith (DWQ Project #07-1235)
Construction Drawings -1 of 5 thru 5 of 5
Greenway Trail Existing Conditions -EX -1
Greenway Trail Proposed Conditoins-EX-2
404 NWP Verification -Beckwith (AID#2007-03230) DWR ONLY:
NCEEP Receipt #ILF-2007-5501 $240 DWR Application Fee

0F W AT �9QG
IM3 > �
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 El Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number: N/A
1c.
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*
*Mitigation previously paid
1 g.
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:
White Oak Creek Greenway Connection (aka Beckwith Property)
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:
Toll NC 11 LP LTD PTNRP
3b.
Deed Book and Page No.
N/A linear project
3c.
Responsible Party (for LLC if
applicable):
Kirk Rightmyer
3d.
Street address:
250 Gibraltar Road
3e.
City, state, zip:
Horsham PA 19044
3f.
Telephone no.:
919-610-5292
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:
Kirk Rightmyer
4c.
Business name
(if applicable):
Toll Brothers, Inc.
4d.
Street address:
2310 T. W. Alexander Drive
4e.
City, state, zip:
Raleigh, NC 27617
4f.
Telephone no.:
919-610-5292
4g.
Fax no.:
N/A
4h.
Email address:
&&htmetQtollbrothers,com
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:�.�,ccm
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
1 b. Site coordinates (in decimal degrees): IMPACT 1B-WIB
Latitude: 35.7703 Longitude: -78.9145
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size:
N/A-project approximately 1,100 linear feet long
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
proposed project:
White Oak Creek 16-41-6-(0.7)
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 40' wide Town of Apex Combined Utility & Greenway Easement
with existing sanitary sewer and waterline. The White Oak Creek floodplains along with riparian wetlands are within the
project area. The termini of the project is Oak Haven Lane, between lots 230 & 231 and the Cedar Hedge Court cul-de-
sac. 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:
Approximately 0. 26 acres of wetlands within the corridor delineated
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
Approximately 60 linear feet of stream within the corridor delineated
3d. Explain the purpose of the proposed project:
The purpose of the proposed project is to construct a connector greenway, which will connect residential developments
Enclave at White Oak Creek to Regency at White Oak Creek, both previously known as Beckwith.
3e. Describe the overall project in detail, including the type of equipment to be used:
The overall project consists of the construction of a connector greenway from Oak Haven Lane, between lots 230 &
231 and the Cedar Hedge Court cul-de-sac. Specifically the greenway will utilize a boardwalk over White Oak Creek
and three (3) at grade wetland crossings. This greenway section was previously authorized as a part of the
Beckwith Property project. 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 ❑ No ❑ Unknown
Comments: JD issued with NWP verification in 2007 (AID #
200703230)
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
❑ Preliminary ®Final
Comments:
4c. If yes, who delineated the jurisdictional areas?
Name (if known): Steven Ball re-delineated greenway
Agency/Consultant Company: Soil & Environmental
corridor/easement in May 2017. Steven sent new preliminary
Consultants, PA Other:
JD request via email on September 7, 2017.
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
USA CE- Jamie Shem with the Corps verified jurisdictional areas on October 5, 2007;
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 PCN Application was submitted on July 16, 2007 by Soil & Environmental Consultants, PA. A 401 Water Quality
Certification Approval was issued (DWQ Project #07-1235) for 227 linear feet of permanent & temporary stream, 0.41
acres of permanent wetland impacts and 0.18 acres of Isolated Wetland. A 404 Nationwide Permit Verification was also
issued (AID # 200703230) 0.22 acres of riparian wetland and 187 linear feet of stream (permanent); and 0.194 acres of
riparian wetland and 40 linear feet of stream (temporary). Compensatory stream & wetland mitigation was required and
paid.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
N/A
Page 4 of 12

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
® Wetlands ❑ Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
wetland
DWQ — non -404, other)
(acres)
Temporary T
if known
W1lA-W1A
( �
®P ❑ T
Greenway Trail
Bottomland
Hardwood
El Yes
®No
®Corps
El DWQ
0.016
Forest
W21 B -W1 B
( )
Greenwayi e
Trail- (p p,
Bottomland
Hardwood
❑ Yes
®Corps
0.014
® P ❑ T
riprap & trail)
Forest
® No
❑ DWQ
W3 (1 C -W1 C)
Greenway Trail -(pipe,
Bottomland
Hardwood
❑ Yes
® Corps
0.007
® P ❑ T
riprap & trail)
Forest
® No
❑ DWQ
W4❑P❑T
El Yes
El Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
0.037
2h. Comments: Nationwide Permit verification in 2007 (AID # 200703230) authorized 0.173 acres of permanent wetland fill for
pedestrian trail. Compensatory mitigation was required and paid.
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
S2 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
3i. Comments:
Page 5 of 12
PCN Form — Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water 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
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
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:
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 ® 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 ❑P❑T
❑Yes
❑ No
B2❑P❑T
El Yes
❑ No
B3❑P❑T
❑Yes
❑ No
B4❑P❑T
❑Yes
❑ No
B5 ❑ P ❑T
❑ Yes
❑ No
6h. Total buffer impacts
6i. Comments: A No Practical Alternatives Review will be completed by the Town of Apex
Page 7of12

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
in order to identify natural resources so that impacts could be avoided & minimized to the maximum extent practicable.
The Greenway connection will be approximately 1,100 linear feet long and has been designed to be constructed primarily
within the existing Town of Apex 40' Combined Utility and Greenway Easement. The greenway will include a 145 linear
foot boardwalk to avoid stream impacts, and the remaining will be an at grade 10' asphalt trail. The 40' Combined Utility
and Greenway Easement includes a sanity sewer and waterline previously permitted and installed by the developer.
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 boardwalk section,
an additional variable width greenway trail easement has been added to provide a minimum separation distance from the
sanitary sewer and waterline, and the boardwalk section. This was to avoid the boardwalk pilings that are driven into the
ground to be near the below ground surface sanitary sewer.
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; silt fence and silt fence outlets will be located throughout the project area.
2.
Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a.
Does the project require Compensatory Mitigation for
® Yes ❑ No
impacts to Waters of the U.S. or Waters of the State?
2b.
If yes, mitigation is required by (check all that apply):
❑ DWQ ® Corps
❑ Mitigation bank
2c.
If yes, which mitigation option will be used for this
project?
®Payment to in -lieu fee program PREVIOUSLY PAID
❑ Permittee Responsible Mitigation
3.
Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type:
Quantity:
Page 8 of 12
PCN Form — Version 1.3 December 10, 2008 Version

3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
® Yes
4b. Stream mitigation requested:
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:
0.074 acres
4f. Non -riparian wetland mitigation requested:
0 acres
4g. Coastal (tidal) wetland mitigation requested:
0 acres
4h. Comments: Compensatory mitigation was previously paid to the NCEEP on December 4, 2007. Please see
attached receipt for 0.22 acres of wetland mitigation. These 0.22 acres included 1:1 mitigation required for the
previously authorized pedestrian trail (i.e. 0.173 acres), the permanent utility impacts (i.e. 0.015 acres) and the
permanent lot fill (i.e. 0.028 acres).
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
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: Per the
project engineer, there will not be any concentrated flows except cross pipes at two
❑ Yes ® No
wetland crossing locations.
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
7%
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.
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
❑ HQW
4a. Which of the following state -implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 10 of 12
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes ® No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
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)?
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 White
Oak Creek Greenway Connection 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 11 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

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?
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ 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 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 1 mile of the project
boundaries. Please note the final 4(d) rule identifies the Northern Long-eared Bat as a Threatened species within Wake
County.
References: North Carolina Natural Heritage Program Data Explorer Search [September 7, 2017]. Department of
Environment and Natural Resources, Office of Land and Water Stewardship, Raleigh, NC. t ;/ ncnh �- /
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? The NC
State Historic Preservation Office HPOWEB GIS Service interactive map was referenced on September 7, 2017; no
historic listings or study list entries or determined eligible listings were identified within the project 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?
® Yes ❑ No
8b. If yes, explain how project meets FEMA requirements: Per the project engineer: A flood study has been completed and a
CLOMR application is being prepared.
8c. What source(s) did you use to make the floodplain determination? Per project engineer & NC Floodplain Mapping
Program
Deborah E. Shirley
September
Applicant/Agent's Signature
8, 2017
Applicant/Agent's Printed Name
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Date
Page 12 of 12

Soil & Environmental Consultants, PA
84121 Falls of Neusc Road, Sidte 104, Raleigh, NC ?7615 • Phone: [phone] • Fax: [phone]
sandec.com
PROPERTY OWNER CERTIFICATION / AGENT AUTHORIZATION
Project Name/Description: Enclave/Regency (a. White Oak Creek Greenway Trail (aka Beckwith)
S&EC Project # 9658
Date: _Lzv. _'/7
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
69 Darlington Avenue
Wilmington, NC 28403
Attn: James Lastinger Field Office: Raleigh Re uq latory 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 Yherein 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
corresponde,nce 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.
PARCEI, INFORMATION:
Parcel Index Number(s) (PIN): 0723552512 & 0723650084
Site Address: 0 Oak Haven Ln & 2685 Beckwith Road
City, County, State: Apex, Wake, North Carolina
PROPERTY OWNER INFORMATION:
Name:. Toll NC II LP LTD PTNRP
Mailing Address: 250 Gibraltar Road Horsham PA 19044
Telephone Number: vo 5 92
Email:
Kj
Property Owner (please print) Date
Property Owner Signa/'`
We hereby certify the above information submitted in this application is true and accurate to
the best of our knowledge,

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Mr. Brad Nelson
Toll Brothers, Inc.
2310 TW Alexander Drive, Suite G
Raleigh, NC 27617
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
August 29, 2007
Coleen H. Sullins, Director
Division of Water Quality
DWQ Project # 07-1235
Wake County
A 0 6 aj , r ltRB �
Subject Property: Beckwith Property "`' t' " A
White Oak Branch [030606,16-41-6-(0.7), WSIV, NSW]
Clark Branch [030606, 16-41-6-3, WSIV, NSW]
Approval of 401 Water Quality Certification and Isolated Wetland General Permit
with Additional Conditions - REVISED
Dear Mr. Nelson:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0.41 acres of 4.041 Wetland (0.216 acres permanent. impact and 0.194 acres
temporary impact), 0.18 acres of Isolated Wetland, and 227 linear feet of perennial stream (187 linear feet
permanent impact and 40 linear feet temporary impact), as described in your application dated July 16,
2007, and received by the Division of Water Quality (DWQ) on July 16, 2007, for the purpose of
constructing the residential development. After reviewing your application, we have decided that the
impacts are covered b y General Water Quality Certification Numbers 3625 GC3625 , 3627 GC3627 ,
P y Q tY () ( ) ( )
and 3 631(GC3 631). The Certification(s) allows you to use Nationwide Permits) NW 12, NW 14, and
NW29, respectively, when issued by the US Army Corps of Engineers (USACE). This Certification
replaces the Certification issued to you on August 23, 2007. We have also determined that this
Isolated Wetland fill (0.18 acres of Isolated Wetland) is covered by the State General Permit for impacts
to Isolated Wetlands and Isolated Waters (IWGP100000), in addition, you should obtain or otherwise
comply with any other required federal, state or local permits before you go ahead with your project
including (but not limited to) Erosion and Sediment- Control, and Non -discharge regulations. Also, this
approval to proceed with your proposed impacts or to conduct impacts to waters as depicted in
your application shall expire upon expiration of the 404 or CAMA Permit, and the authorization to
proceed with your proposed impacts to Isolated Wetlands as depicted in your application and as
authorized by this Permit, shall expire upon expiration, of 1WGP100000 (September 30, 2008) or
unless otherwise rescinded by the Director of the Division of Water Quality.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project *(now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H.0506 (h), This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] /Internet: LU://h2o.enr.stat-.ne.us/ncwetlands
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Toll Brothers, Inc.
Page 2 of 5
August 29, 2007
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Type of Impact I Amount Approved nits flan Location or Reference
404/Wetland 0.41 [(acres) 0.216 acres permanent impact and PCN page 4 of 9
0.194 acres temporary impact
Isolated Wetland 0.18 acres PCN pMe 4 of 9
Stream - intermittent 229 [(linear feet) 187 linear feet permanent PCN page 3 of 9
impact and 40 linear feet temporary imnactl
2. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or .fall 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 perfortned so that no violations of state water quality
standards, statutes, or rules occur.
3. Erosion and sediment control practices must be in full compliance with all specifications governing
the proper design, installation and operation and maintenance of such Best Management Practices in
order to protect surface waters standards;
a. The erosion and sediment control measuxes for the project must be designed, installed,
operated, and maintained in accordance with the rY- recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed.., the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor -owned or leased borrow pits associated with the project.
c. Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times,
4. Sediment and Erosion Control Measures
Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum
extent practicable. If placement of sediment and erosion control devices in wetlands and waters is
unavoidable, they shall be removed and the natural grade restored within six months of the date that
the.Division of Land Resources has released the project;
5. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within these
boundaries approved under this authorization shall be clearly marked with orange warning fencing
(or similar high visibility material) for the areas that have been approved to infringe within the
buffer, wetland or water prior to any land disturbing activities;

Toll Brothers, Inc.
Page 3 of S
August 29, 2007
6. Deed Notifications
Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands,
waters and protective buffers in order to assure compliance for future wetland, water and buffer
impact. These mechanisms shall be put in place at the time of recording of the property, or of
individual lots, whichever is appropriate. A sample deed notification can be downloaded from
the 401/Wetlands Unit web site at http://h2o.enr.state.nc.us/ncwetlands. The text of the sample
deed notification may be modified as appropriate to suit to this project.
IVIit� ag tion
7. Compensatory Mitigation Using Onsite Restoration, NCEEP Mitigation and Preservation
Mitigation must be provided for the proposed impacts as specified in the table below. This method
has been determined by the DWQ to be a suitable means to meet the mitigation requirement. You
have 60 days from the date of this approval to make your payment to the NCEEP. For accounting
oses this Authorization Certificate luthorizes payment into the Wetlands Restoration Fund to
perp = , �� k - P -Y
meet 187 linear feet of perennial stream impact for the following compensatory mitigation
requirement;
e of I1n act Coxn ensato_ 11it anone uired River and Sub -basin Plumber
.Yp__ _ - -
Stream - perennial 187 linear feet) Ca a Fear/03030002
8. Culvert Installation
All work in or adjacent to stream waters shall be conducted in a dry work area. Approved BMP
measures from the most current version of NCDOT Construction and Maintenance Activities manual
hdp//www nedot.or doh/o erations/BMP manual/download/BMP Manual. d
i
such as sandbags, rock berms, cofferdams and other diversion structures shall be used to prevent
excavation it flowing water.
Culverts required for this project shall be installed in such. a manner that the original stream
profiles are not altered. Existing stream dimensions (including the cross section dimensions,
pattern, and longitudinal profile) must be maintained above and below locations of each culvert.
Culverts shall be designed and installed to allow for aquatic life movement as well as to prevent
head cutting of the streams. If any of the existing pipes are or become perched, the appropriate
stream grade shall be re-established or, if the pipes installed in a perched manner, the pipes shall
be removed and re -installed correctly.
Culvert(s) shall not be installed in such a manner that will cause aggradation or erosion of the
stream up or down stream of the culvert(s). Existing stream dimensions (including the cross section
dimensions, pattern and longitudinal profile) shall be maintained above and below locations of each
culvert. Therefore, you must provide plans with adequate details that indicate that the current
stability of the stream'will be maintained or enhanced. You must receive written approval from this
Office for the above plans before the culvert(s) is installed. Culvert(s) must be installed according
to approved plans.
Placement of culverts and other structures in waters, streams, and wetlands must be placed below
the elevation of the streambed by one foot for all culverts with a diameter greater than 48 inches,
and 20 percent of the culvert diameter for culverts having a diameter less than 48 inches, to allow
low flow. passage of water and aquatic life. Design and placement of culverts and other structures

Toll Brothers, Inc.
Page 4 of 5
August 29, 2007
including temporary erosion control measures shall not be conducted in a manner that may result
in dis-equilibrium of wetlands or streambeds or banks, adjacent to or upstream and down stream
of the above structures. The applicant is required to provide evidence that the equilibrium shall be
maintained if requested in writing by DWQ.
The establishment of native, woody vegetation and other soft stream bank stabilization techniques
must be used where practicable instead of rip rap or other bank hardening methods. If rip -rap is
necessary, it shall not be placed in the stream bed, unless specifically approved by the Division of
Water Quality.
Installation of culverts in wetlands must ensure continuity of water movement and be designed to
adequately accommodate high water or flood conditions.
Upon completion of the project, the Applicant shall complete and return the enclosed "Certificate
of Completion." form to notify NCDWQ when all work included in the §401 Certification has
been completed.. The responsible party shall complete the attached form and return it to the
'401/Wetlands Unit of the NC Division of Water Quality upon completion of the project. Please
send photographs upstream and downstream of each culvert site to document correct installation
along with the Certificate of Completion form.
9. Construction Stormwater Permit NCG010000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division of Land
Resources (DLR) or a DLR delegated local erosion and sedimentation control program, an
NPDES General stormwater permit (NCGO10000) administered by DWQ is automatically issued
to the project. This General Permit allows stormwater to be discharged during land disturbing
construction activities as stipulated by conditions in the it. If your project is covered by this
permit [applicable to construction projects that disturb one (1) or more acres], full compliance
with permit conditions including the sedimentation control plan, self-monitoring, record keeping
and reporting requirements are required. A copy of this permit and monitoring report forms may
be found of ht :11h2o. enr.state, nc. us/sulforms, ,Documents. htm..;
10.. Certificate of Completion
Upon completion of all work approved within the 401, Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completi'o'n to the 401 Oversight/Express Review Permitting Unit, North Carolina
Division. of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.

Toll Brothers, Inc.
Page 5 of 5
August 29, 2007
Any disputes over determinations regarding this Authorization Certificate (associated with the approved
buffer impacts) shall be referred in writing to the Director for a decision, The Director's decision is
subject to review as provided in Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act and Isolated Wetland Rules. If you have any questions, please telephone Cyndi Kar. ly or Ian
McMillan at 919-733-1786.
XSin rely,
.
H. Sullins, Director
CHS/Um
U`
Enclosures: GC36.25, GC3627, and G-0631
1WGP100000
NCDWQ 401 WQC Summary of Permanent Impacts and Mitigation Requirements
Certificate of Completion
cc USACE Raleigh Regulatory Field Office
Lauren Cobb, DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Debbie Edwards, S&EC, P.A., 11010 Raven Ridge Road, Raleigh, NC 27614
Filename: 071235BeckwithProper y(Wake 01_Revised

O \NAr��
Michael F. Easley, Governor
Q
William G. Ross Jr., Secretary
G�
F
North Carolina Department of Environment and Natural Resources
.�
Coleen H. Sullins, Director
Division of Water Quality
North Carolina Division of Water Quality
401 Water Quality Certification
Summary of Permitted Impacts and Mitigation Requirements
In accordance with 15A NCAC 2H.0500, Mr. Brad Nelson and Toll Brothers, Inc., have permission as outlined
below to. fill or otherwise impact 0.41 acres of 404/Wetland (0.216 acres permanent impact and 0.194 acres
temporary impact), 0.18 acres of Isolated Wetland, and 227 linear feet of perennial stream (187 linear feet
permanent impact and 40 linear feet temporary impact), to construct a residential development at the site, which is
located within the southwest quadrant of the intersection of Green Level West Road (SR 1605) and Green Level
Church Raod (SR 1600), in White Oak Township, Wake County, North Carolina. All activities associated with
these authorised impacts must be conducted with the conditions listed in the attached Permit transmittal letter.
THIS CERTIFICATION IS NOT VALID WITHOUT THE ATTACHMENTS.
COMPENSATORY MITIGATION REQUIREMENTS, ECOSYSTEM ENHANCEMENT PROGRAM
DWQ PROJECT #: 20071235
LOCATION: White Oak. Township
COUNTY. Wake
BASIN/ SUB BASIN Cape Fear/03030002
As required by 15A NCAC 2H.0500, and the conditions of this Ceriificat on,.you are required to compensate for
the above mitigable impacts through the restoration, creation, enhancement or preservation of wetlands, surface
waters and riparian buffers as outlined below prior to conducting any activities that impact or degrade the waters of
the state.
Note: Acreage requirements proposed to be mitigated through the Ecosystem Enhancement Program must be
rounded to one-quarter acre increments and linear foot requirements must be rounded up to the nearest
foot according. to 15 2R,0503(b).
!)u acts Mitigation
187 Linear Feet of Perennial Stream 187 Linear Feet of Perennial Stream
One of the options you have available to satisfy the compensatory mitigation requirement is through the payment of
a fee to the Wetlands Restoration Fund per NC. AC 2R.0503. If you choose this option, please sign this form and
mail the form along with a copy of your 401' Certification or Buffer Approval to the Ecosystem Enhancement
Program at the address below. An invoice for the appropriate amount of payment will be sent to you upon receipt
of this form. PLEASE NOTE, THE ABOVE IMPACTS ARE NOT AUTHORIZED UNTIL YOU RECEIVE
NOTIFICATION THAT YOUR PAYMENT HAS BEEN PROCESSED BY THE ECOSYTEM ENHANCMENT
PROGRAM.
Signature
Date
ECOSYSTEM ENHANCEMENT PROGRAM
1652 Mail Service Center
RALEIGH, N",C. 27699-1652
[phone]
Filename: 071235BeckwithProperty(Wake)401_EEP
Nom Carolina
401 Oversight/Express Review Permitting Unit dVutul'q���/
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone [phone] / Fak [phone]
Internet: http://www.ncwaterquality,org
. .. -- . . , ._._i ., - enni -n ...,.lnrl/1!104 Pnet 1 nncnmP..r Psner

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action W. 2007()3230 County: Wake USGS Quad: Apex
GENERAL PERN41T (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner/ Authorized Agent: Toll Brothers Inc
Address; Attn: Brad Nelson
2310 TW Alexander Drive Suite G
Raleip_h, NC 27617
Telephone No.: 919321-4800
Size and location of property (water body. roast naine/nu,nber, town, etc,): The 191 acre aridect site is located oil "file
southwest Quadrant of Green Level West Road and Green level Church Road in White Oak Township.
Description ofprojects area and activity: This permit verities permanent impaets_to t).22 acres ofriparian wetland
and 187 linear feet or streams that exhibit important auuatic function for the construction or a residential
subdivision. This permit also verifies temporary construction impacts to 0.194 acres of riparian wetland and 44)
linear feet of streams. iMitiaation, in the form of payment to NCEEP at a 1:1 ratio is required for the Mi-manent
impacts Mated above (,See permit condition below).
Applicable Law: ® Section 404 (Clean Water Art. 33 USC 1344)
Section 10 (Rivers and Harbors Act. 33 USC 403)
Autliorizaiion: ReLaional General Permit Number:
Nationwide Permit Number: 29
Your work is authorized by the above referenced permit provided it is acconiplished in strict uccortluncc will, the
attached conditions and your submitted }dans. Any violation t)l' tlic attached conditions or deviation 1'rimi your suhn(it(cil
plans niay suhjcci the permittee to a stop work order. a restoration order ancl/or appropriate legal action.
This verification will remain valid until the expiration elate idcntilicd heloW unless the rnttioritvidc 111111106711 tit i,
modified, suspended or revoked. If. prior to the expiration elate identified below, the nalionwido pern,i( au(hori/.1141() iti
reissued andlor niodilied. this verification will remain valid until the expiration date identified below. provided it
conipiies with all requirements ol' the modified nationwide permit. if Clic nationwide permit authorization expires or is
suspended. revoked, or is modified. such that the activity would no longer co}niply with the term~ and conditions of t110
nationwide permit. activities which have commenced (i.e.. are under construction) or are under contract to co niwencc ill
reliance upon the nationwide permit. will remain authorized provided the activity is Completed within twelve ii(onths of
the elate of (lie nationwide pern)Ws expiration. modification or revocation. unless discretionary authority hits heels
exercised on a case-by-case basis to modify. suspend or revoke the authorization.
Activities subject to Section 404 (as indicated atxwe) may also require an individual Section 401 Water Quali(y
Certification. You should contact the NC Division of Water Quality (to IQphoile [phone]) to detormine Sol'lioll -1(t I
rcquirenicnts.
For activities occun'ing within the twenty coastal counties subject it) regulation under (lie Coastal Area Manan=cniclit
Act (CAMA). prior to beginnirig work you niusi contact the N.C. Division ol'Co;istal Management .
This Department of the Army verification does not relieve [lie permiuco of the responsihility to oblain any outlier
rco.Juired Federal. State or local approvals/permits.
Ii' there are any questions regarding this verification, any of the condi(ion of llic Permit, or ilio: Corps of En+aineers
reoulatory program, please contact Mr. Jamie Shern at james.I'.shemCbus.arrti}•.mil.
Permit Condition:
In circler to ccioiipensate R)r impacts to 0.22 acres and 1:87 linear reit of warm water streani. (lie permittee shall wake
payment it) the North Carolina Ecosystem Enhancement Prograni (NC EEP) in the amount determined by the NC t:EP.
sui licietit to perfbrm the restoration of .22 acres and 187 linear feet sof %varm Nvater stream in the Cape Fear Etit er
Basin. Calalo_Ting Unit 03030002.
r V

Construction within jurisdictional areas on the property shall be(*in only alter the permittee has made IuII payllieni t() the
NC EEP and provided a copy of the payment documentation t() the Corps. Tic NC EEP has provided written
confirmaliem to the Corps that it agrees to accept responsibility fir the mitigation Nvork required (see July 12, 2(}07
Acceptance Letter). in compliance with the MOU between the North Carolina Department cel Envimmimel►t and Natural
Resources and the Unitcd States Army Corps of Engineers. Wilnunurton District, elated Noventher 4. 1998.
**Note: Habitat type may be described as found in S(:liaf'alc incl Wcakley. Classilicaiion oi*11w Natural
Communities of North Carolina. Third Approximation. 1991): or in aMirdancc with Cowardin. ct al (1979). Classi[waiimi
of Wetlands and Deepwater Habitats of'the ofthe United Mates'"*
Corps Regulatory Official: Jamie Shern r ../ Date: Permit was authorized via
(j statutory requirements on August 0,
Reveritied 20 -Apr -2011
Expiration Date ot'Verification: £httrfirer5. 2f}(fig {act-c�bur-r};--2fri--
March 1 8.2012
The Wilnlin`**tun District is committed to providing tilu highest level cel suppoil t►t the public. To help us ensure we
continue to do so. please complete the attached customer Satisfaction Survey oi- visit
little://ww w, saw. usace.army. miIAVETLANDS/index.lit tnl tc� crnnplete tl�c sure) online.

Electronic Copy Furnished:
Ms. Debbie Edwards
Soil & Environmental Consultants
1 1010 Raven Ridge Road
Raleigh, NC 27614

Determination of Jurisdiction:
❑ 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 33 I) -
There
)_
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 chanee in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date ofthis
notification.
® 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 a 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.
❑ The jurisdictional areas within the above described project area have been identified under a previous action. Please reference
jurisdictional determination issued . Action ID
Basis of Jurisdictional Determination: Streams had an OHW mark and observed flow. Wetlands were determined using the
Corps 1.987 delineation manual and both flow to White Oak Creei_a tributary of the Cane Fear River_
Corps Regulatory Official: Jamie Sherri
Date October 5, 2007 JD Expi tion Date October 5, 2012
SURVEY PLATS, FIELD SKETCH. WETLAND DELINEATION FORMS, PROJECTPLANS, ETC., MUST BE
ATTACHED TO THE FILE COPY OF THIS FORM, 1F REQUIRED OR AVAILABLE.

;EGOS Steil .
PROGRAM
RECEIPT
December 4, 2067
Brad Nelson
Toll Brothers, Inc.
2310 TW Alexander Drive, Suite G
Raleigh, NC 27617
Project: Beckwith Property
County: Wake
DWQ#: 07-1235
COE#: 2007-03230
EEP #: ILF-2007-5501
Amount Paid: $53,152.75
Check Number: 228723
The North Carolina Ecosystem Enhancement Program (NCEEP) has received a check as indicated above as payment for the
compensatory mitigation requirements of the 461 Water Quality Certification/Section 404/LAMA Permit(s) issued for the
above referenced project. This receipt serves as notification that your compensatory mitigation requirements associated with
the authorized activity as specified below have been satisfied. You must also comply with all other conditions of this
certification and any other state, federal or local government permits or authorization associated with this activity.
The NCEEP, by acceptance of this payment, acknowledges that the NCEEP is responsible for the compensatory mitigation
requirements associated with the project permit and agrees to provide the compensatory mitigation as specified in the permit.
The mitigation will be performed in accordance with the Memorandum of Understanding between the NC Department of
Environment and Natural Resources and the US Army Corps of Engineers dated November 4, 1998, as indicated below.
River Basin
Stream Credits Wetland Credits Buffer I & II
CU
(linear feet) (acres) (Sq. Ft.)
Cold
Cool Warm Riparian
Non-Ri arian
Coastal Marsh
Cape Fear
0
0 187 0.22
0
0 0
03636602
Please dote that a payment made to the Ecosystem Enhancement Program is not reimbursable unless a request for
reimbursement is received within 12 months of the date of the receipt. Any such request must also be, accompanied by letters
from the permitting agencies stating that the permit and/or authorization have been rescinded. If you have any questions or
need additional information, please contact Kelly Williams at [phone].
Sincerely,
/Wi liam D. ilmore, PE
` Director
cc: Cyndi Karoly, NCDWQ Wetlands/401 Unit
Jamie Sherri, USACE-Raleigh; Thelma Hemmingway- Wilmington
Ian McMillan, NCDWQ- Wetlands/401 Unit
Debbie Edwards, agent
File
4Wtoratg... f ... Prot" abW Stag
ATKA
MDENR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net

51TE DATA:
PROJECT NAME: WHITE OAK CREEK GREENWAY CONNECTION
PIN:
0723552512,0723G50084
PREPARED BY:
ESE OF NORTH CAROLINA, P.C.
SHEET 2 OF 5:
2310 T.W. ALEXANDER DRIVE
SHEET 3 OF 5:
5UITE J
SHEET 4 OF 5:
RALEIGH, NC 27617
SHEET 5 OF 5:
PHONE: [phone]
ur. Mia: 4
IMT DRM1M[IR MWFI,X Mlk [UTNtl,110N
CONTACT: DRIANNE MA55EY
iW+aeanaMl bean mieaed Wli Rxnbi RbeifN DllerMW: t.aM In
McIw aMY W,bwke{a ba bJel. mUa•MemlM leduvtm9MibatM sM1
EMAIL: [e-mail]
OWNER/ APPLICANT:
TOLL BROTHERS
IRulmda, uw. yHAlNlgn ro4 v WUMIMa, tlq tlbfeleptYl
MtAwYhontr.gmYkfobldrnronke4 ia.tMah�d ideM'M.W
2310 T.W. ALEXANDER DRIVE
InnWadnMtA
5UITE J
YK ..... .. ........ .......Owe:._-_____...._..�,,,,,, ..
RALEIGH, NC 27617
II PMWb. ateW,TroN, MOa{TUNAt Alf00%[[I �I
II tDwadutx[rat4KanoN I'
PHONE: [phone]
TMH plRnl W W Dhn n+MWe1 W IM10drn a APpblld m lee Mtt dlnlr
iRew:adlYaM MING mnbrm le roFraanWlrM nide MlM dHNkNrro
MYNA IM IMPaY4 aiatwlNrk a,d Mlwklpea Wl
rolNnAUdrfaMM1l0w1a+lNa,Mm MrYpal,ebtUwIlmtDMl:ecMlRlkN'\lltkpn P>a.bi iaM 1
t4M,UToM.w4n'Hl- lMda161mdg'+d
wwbanpnpdo-axlYMAnkhN,{ttlWliYHUrTdpn[ce9e.IS,.wKI,
FAX: [phone]
WnrelWlurtdMlMlr•n+tAWei YMglYe mwn AnY MMWnmRnb bvmb,al
M Mw1HMrw nets absl Mas kn, tpethetgly lWAdbtixlMM. 1M
dntl:,Nf/1M�x`d/m`IrMtaahaNYn1{alubleMmidwa Ml iUakaek
reWlrcmMb.
CONTACT: DAVID KELLY
NI';-.- _. _.-_...._.WtR .__.. -.....-
EMAIL: DAKELLYQTOLLBR01'HER5.COM
ZONING:
LD (LOW DENSITY)
2030 LAND USE PLAN:
LD (LOW DENSITY)
ANNEXATION #:
381
TOTAL SITE AREA:
31 .GG AC.
IMPERVIOUS SURFACE AREA:
0,22 AC. (0.6907b)
WATERSHED PROTECTION
OVERLAY DISTRICT: PRIMARY (WHITE OAK CREEK BASIN)
FEMA DATA: ZONE IIXII (AREAS DETERMINED TO BE OUTSIDE THE 0.2%
ANNUAL CHANCE AND FUTURE CONDITIONS I % ANNUAL
CHANCE FLOODPLAIN) AS SHOWN ON FEMA PANEL
720072300J, DATED MAY 2, 2006,
5HEET INDEX:
PUBVC WOaq [NOdt ItO TOWdl OF Adr%[tllTinGnON
rNdd.�ewnl Rai hb[n reY,enodMWd Taw+nl Adaand Xtra ec:t a.mr
Nowkayl mdbeY.Yf, d:Mermftb andrequaanpM mnYerhdd FlM
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wnu%sleiMwwl Asm rM rtsuhwr:mNrdtMWdManfedani,fYtep
SHEET I OF 5:
COVER SHEET
SHEET 2 OF 5:
EXISTING CONDITIONS PLAN
SHEET 3 OF 5:
GREENWAY TRAIL PLAN # PROFILE
SHEET 4 OF 5:
GREENWAY TRAIL PLAN * PROFILE
SHEET 5 OF 5:
DETAILS
WHITE OAK CREEK
GREENWAY CONNECTION
CONSTRUCTION DRAWINGS
GREEN LEVEL CHURCH ROAD
APEX NORTH CAROLINA
DATE: AUGUST, 2018
OWNER / APPLICANT:
TOLL BROTHERS
AMERICA'S LUXURY HOME BUILDER
2310 T.W. ALEXANDER DRIVE
SUITE J
RALEIGH, NC 27617
919-3214800
MUNI I Y MAF'
NOT TO SCALE.
PUBLIC INFRASTRUCTURE TABLE
GREENWAY: 1123 LFX 1.35/LF =57510.05
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—NI.
APPROVED EXCEPTIONS
The following Items have been approved as exceptions for this drawing
by the Town of Apex Department Director(s), and to the best of my
knowledge and belief, this drawing conforms to the requirements
established by the Dlrector(s) allowing deviation from the Standard
Specifications and Standard Details of the Town of Apex, The signature
below represents that the requesting Engineer has been granted a
variance ONLY for the Items listed. The developer/engineer/contractor is
solely responsible for meeting all applicable requirements,
List items below add number as needed
APPROVED EXCEPTION DIRECTOR GRANTING
EXCEPTION
1.
2.
3.
By: Date:
Requesting Engineer
These improvements shall be constructed In accordance with the
following drawings and with the Standard Specifications ofthe Town
of Apex.
1\11111//
C A f
1,PE, certify that the Standard
Specifications of the Town of Apex have been thoroughly checks
and found to be applicable to this All
'
project exceptions to the
applicable Town Standards have been previously approved by t
i
33777'
•'
Town of Apex and said exceptions aro shown on sheets)
F
_01%4,
of these drawings.
NES
By. PEIA
SEAL
Date:
g
z
O
,L 6 J
W
U.J
U z �- W
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SHEET NUMBER:
I of 5

LU
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ui

co
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270
265
260
255
250
250
0+00
IMPACT CALCULATION5:
WETLAND IA: G59 5F
WETLAND I B: 607 5F
l
I GENERAL NOTE5:
T 1 I
1. NO 517E DEVELOPMENT ACTIVITY INCLUDING BUT NOT LIMITED TO TESTING,
/�/ I I CLEARING, IN5TALLATION OF 5dEC MEA5URE5, OR GRADING, 5HALL OCCUR
7.(5k I - UNTIL REQUIRED PROTECTION FENCING HA5 BEEN IN5TALLED AND INSPECTED.
/ 1 1 A PROTECTION FENCING INSTALLATION PERMIT MAY BE OBTAINED AT THE
PLANNING DEPARTMENT OR BY CALLING 919 249-3426.
J 2.100 YR FLOOD ELEVATION AT CR0551NG - 257.46.
1 I FUTURE 20' GREENWAY 3 - -
1 I EASEMENT (APPROX. L`
1 I LOCATION) \
I 1 _
1 1 3 \
1 -
\ \ 11 11 SILT FENCE 3
_ \ / (TYR)
DELINEATED WETLAND
ss
I G' L.F. 1 5' RCP --
1 y y y
3 \\ SS �\9, � IS \ y J• y y y Jr V• y W y y y y
\ y 4 y Y y J• •P y W J•
\\\\ f � �S\ \ y .v y y y �y y W y y y y W y .b y y y y •Y y v WE
VY I.
\ \\L !r \
\ 1\\ I I \ y' y J' 3 y y y y y y y J• y y y ,
SPECIAL FLOOD
HAZARD AREA 2
Iy� ZONE X (EX15T./FUTURE)
SILT FENCy y
y w
OUTLET (TYR) y w
24
W y y
TOWN O
�Ow�
EX. 40'COMBINED UTILITY
CLEARING LIMIT5
245
/
AND GREENWAY EASEMENT
SUBDIVISION MAP ? / O� -�
B.M. 2016, PG. 425
NOT TO SG1E
�� -
.+'
Y;
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zI . R
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-WT�
;
REFERENCES:
E/tyF-
IZ4OA�TETO
yy Wy.si
- ,
19OAK P
Li �-
WET ND IMPACT A
I
D.B. 12044, PG. 1120
D.B. 131 10, PG. 1974
NOTE:
(S/
D.B. 131 10, PG, 2007
A5 -BUILT INFORMATION TAKEN FROM ACTUAL FIELD
�v�
/
D.B. 131 10, PG. 2015
LOCATION SURVEY FOR ABOVE GRADE
i
i
B.M. 1993PG. 1713
B.M. 201 I , , PG. 50-52
APPURTENANCES AND UTILITIES AND REO UNE MARK
UP5 PROVIDED BY UTUTY CONTRACTOR.
1
I
- - - ----
270
265
260
255
250
250
0+00
IMPACT CALCULATION5:
WETLAND IA: G59 5F
WETLAND I B: 607 5F
l
I GENERAL NOTE5:
T 1 I
1. NO 517E DEVELOPMENT ACTIVITY INCLUDING BUT NOT LIMITED TO TESTING,
/�/ I I CLEARING, IN5TALLATION OF 5dEC MEA5URE5, OR GRADING, 5HALL OCCUR
7.(5k I - UNTIL REQUIRED PROTECTION FENCING HA5 BEEN IN5TALLED AND INSPECTED.
/ 1 1 A PROTECTION FENCING INSTALLATION PERMIT MAY BE OBTAINED AT THE
PLANNING DEPARTMENT OR BY CALLING 919 249-3426.
J 2.100 YR FLOOD ELEVATION AT CR0551NG - 257.46.
1 I FUTURE 20' GREENWAY 3 - -
1 I EASEMENT (APPROX. L`
1 I LOCATION) \
I 1 _
1 1 3 \
1 -
\ \ 11 11 SILT FENCE 3
_ \ / (TYR)
DELINEATED WETLAND
ss
I G' L.F. 1 5' RCP --
1 y y y
3 \\ SS �\9, � IS \ y J• y y y Jr V• y W y y y y
\ y 4 y Y y J• •P y W J•
\\\\ f � �S\ \ y .v y y y �y y W y y y y W y .b y y y y •Y y v WE
VY I.
\ \\L !r \
\ 1\\ I I \ y' y J' 3 y y y y y y y J• y y y ,
SPECIAL FLOOD
HAZARD AREA 2
Iy� ZONE X (EX15T./FUTURE)
SILT FENCy y
y w
OUTLET (TYR) y w
24
W y y
0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50
CLEARING LIMIT5
245
EXISTING 51DEWA
K
-
.+'
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;
II
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WET ND IMPACT A
I
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1 1
IA — 989 5F €' BIRCH
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12" OAK '
DELINEATED WETLAND \ WETLAND IMPACT \ y y
1
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- - - ----
i
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1
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AREA lb 607 /
- - - - _ _. _ - -
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20 O 10 20 40
--- - -
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I
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i
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APPROVED
GREENWAY
PW-TranmPrtaLon Date %anning bate
gPWnglnspetlwns Dae Nanning-Transportanm Date
I WITH A 5Mo
TH'TRAN51TIdN
;
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REFERENCES: IMPACT CALCULATION5:
WETLAND I C: 302 5F
D.B. 12044,PG.1120
D.B. 131 10, PG. 1974 NOTE:
D.B. 13 1 I O, PG. 2007 A5 -BUILT INFORMATION TAKEN FROM ACTUAL FIEJ.D BUFFER ZONE 1: 1030 5F
n 7 D.B. 13 I I O, PG. 2015 LOCATION SURVEY FOR ABOVE GRADE BUFFER ZONE 2: 612 5F
B.M. 1993, PG. 1713 APPURTENANCES AND UTIUTIE5 AND RED UNE MARK BUFFER ZONE 3: 1977 5F j
5 B.M. 201 I , PG. 50-52 UPS PROVIDED BY UTILITY CONTRACTOR 5<
SITE-
sa4 TOWN OF APEX
DELINEATED WETLAND w - -- - - I
. 40' COM ED UTILITY p
W AND GREENWAY EA5EMEty I
` --- -- -
STREAM BUFFER IMPACT 'y 1 i B.M. 2016, PG. 425 - - -
1
AREA ZONE 3 = 1977 5F -
VICINITY MAP W sTR�M _ - _ _ _ - - - - �. TILITY SEMENT 1 - - - — - <1
_ / 9
NOT TO s F W BUFFED _ _ - - - - - I I - c''" ��9
W �= w w GIX
WETLAND IMPACT AREA IC _ _--- Wim` w w�—M M
DELINEATED WETLAND , w.�-- 1 SS
= 302 5F
I T
i f �
77n
/�, SS
t0
a a� cn
J r
_ h'ED>�
4� -,o (ROq. , r E CT
Sp PUBLIC ) �?
� r v✓
M
S
y `n - Q *gas wawor.s mc..aun
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--g
—g4 CONSTRUCTION TRAFFIC FROM
L= -, LE E AY TRP. A EM p THE EA5T WILL UTILIZE THE
TJ ln/
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15 -MAPLE m W W cC•OFAK , � �-..� \ _ a
I �CpiAPIF W� Z - i I'\�EME CONSTRUCTION AGCE55 0
D I �r ADJACENT TO THE PUMP STATION
W AT GRADE TRAIL Z, ' 14S LF B ARD ALK Z AFj GRAD�"i 9(� � \ BEHIND LOTS 79 AND 80. z o 0 20 40
17 5d 1 N N`. - 1
((� W ..3 DouBL I I 1 TREAM BUFFER IMPACT a°w SS ���' O
1 Z LL POPLAR : I £ AREA ZONE 2 = 61 6 SF `\ \ I ,nen = 20 ft.
CL z. LL , -rr , m iao o ^y
_ STREAM BUFFER IMPACT
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ff - -Ilk, fv 3 _� L1 AREA ZONE 1 = 1030 5F { ern, ._F1 n -- ---\ � \ \
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j -- - - -' -------------._ -..._..------- ----.'-033f77_ PROJECT NUMBER:
— --
e1�a.1ox�e Perks, Rtt-b-&W-1 Res wm F �Q-•� 2325.00000
0
%B GINE 5�� DATE: 08-I5-1
- —' - --- . _.-------- - ----- —------: -.. - --- - - - -- ` - — -- - . - - -- --- -- - - - - - - --- - - - -=-
WR-S&e o:m - /i�NNE M. DRAWN BY: TF
//ln nn CHECKED BY: BMM
SHEET NUMBER:
245
5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 4 of

4
P
s
b
5fTE m
VIC NrFY MAP
NOT TO 5CALE
I Seeding & Mulching I
Seeding and mulching shall be carried out immediately behind construction in accordance
with the following specifications:
I Date I Type I Planting/Acre
I Aug 15 - Nov 1 i
Tall Fescue 300 lbs.
Nov 1 -Mar 1 i
Tall Fescue &Abruzzi Rye 300 lbs.
j Mar 1 -Apr 15
Tall Fescue 300 lbs.
Apr 15 - June 30 !_
Hulled Common Bermuda grass 25 lbs.
July 15 - Aug 15 I
Tall Fescue and 35 tbs.
_-__••• Brown top Millet or
••' Sorghum -Sudan Hybrids
I Date
( Type
Planting/Acm
Mar 1 - June 1
1 Sencea Lespedeza (scarified) and
50 lbs.
r- Mar 1 - April 15
ADD Tall Fescue and
120 lbs.
I_ Mar 1 - June 30
ADD Weeping Love grass or
10 tbs.
Mar 1 - June 30
j ADD Hulled Common Bermuda Gass
25 lbs.
June 1 - Sep 1
'^ Tali Fescue end
Brown top Millet or
"• Sorghum -Sudan Hybrids
120 lbs.
35 lbs.
30 lbs.
I Sep 1 - Mar 1
i
j
I Sericea Lespedeza (unhulled-unscarified)
and
!! Tall Fescue
70 tbs.
120 tbs.
j Nov 1 - Mar 1
I ADD Abr-i Rye
25 lbs. _
-'Temporary - Reseed according to optimum season for desired permanent vegetation.
Do not allow temporary cover to grow over 12 inches in height before mowing, otherwise
fescue may be shaded out
A Conservation Engineer or Soil Conservation Service shall be consulted for additional
information concerning other alternatives for vegetation of denuded areas. The above
vegetation rates are those which do well under local conditions; other seeding rate
combinations are possible. Any variation from this list shall be pre -approved by the
TOWN.
SEEDBED PREPARATION
1. Chisel compacted areas and spread topsoil 3 Inches deep over adverse soil
conditions, with stockpiled topsoil. CONTRACTOR shall reserve sufficient topsoil for
seedbed preparation.
2. Rip the entire area to 6 inch depth.
3. Remove all loose rock, roots, and other obstructions leaving surface reasonably
smooth and uniform.
4. Apply agricultural lime, fertilizer, and super -phosphate uniformly and mix With soil (see
below').
5. Continue tillage until a well -pulverized, firm, reasonably uniform seedbed is prepared
4 to 6 inches deep.
6. Seed on a freshly prepared seedbed and cover seed lightly with seeding equipment
or cuitipack after seeding.
7. Mulch immediately after seeding and anchor mulch.
8. Inspect all seeded areas and make necessary repairs or reseedings within the planting
season, if possible. If stand is less than 60% established, the entire area shall be
reseeded according to specifications using the original lime, fertilizer and seeding
rates.
9. Consult a Conservation Inspector on maintenance treatment and fertilization after
permanent cover is established.
'Apply: Agricultural Limestone - 2 tonslacre (3 tons/acre in clay soils)
Fertilizer - 1,000 Iblacm - 10-10-10
Super -phosphate - 500 iblacre - 20% analysis
Mulch - 2 tons/acre - small grain straw
Anchor -Asphalt Emulsion @ 300 gals/acre
Li
10'fi'
Cross Section n
TOWN OF APEX CONSTRUCTION SEQUENCE
The following begins only after Construction Plans are approved and signed by appropnore Town staff,
L Fill outTree/Protection Fencing Installation Permit Application(obtain from Planning Department).
2. Have a surveyor flag property lines,easements, buffen, tree protection areas, and flag the protection limits.
3. Contact an Apex Planning Department Zoning Compliance Officer at 249-3426 to request approval for tree
protection fencing locations.
4. Install approved time protection fencing, signs, and/or any other protection measures that may he required.
Call Planning at 249-3426 for a final inspection of protection measures. Planning will forward approval to
Water Resources staff.
S. Submit the appilable S&E performance guarantee to the Development Services Supervisor at 249-33941n
Development Services. A letter of Plan Approval cannot be Issued until the guarantee 6 submitted.
6. Request a tetter of Plan Approval for sedimentation and erosion control measures from Water Resources
staffat 249-3427.
7. Through the Infrastructure Inspections Supervisor at 249-3510, schedule a pre-constri meeting with
inspectors and other Town staff.
8. Install gavel construction entrance, temporary diversions, silt fencing, sediment basins, bypass channels,
and/or other measures as shown on the approved plans. Clear only as necessary to install these devices.
9. Call Water Resources staff at 249-3427 for an on-site inspection and to request a Certificate of Compliance.
10. Complete Grading Permit Application, if required from the Buildings Inspections & Permitting Department
11. Once a Grading Permit is reviewed and Issued by the Building Inspections & Permitting Department, arrange a
pre -construction meeting with Rudy Baker at 249-3381 prior to any grading acbNtim. This meeting is separate
from any other pre-ccinstructlon meetings required in the Construction Sequence,
12. Post Grading Permit prominently on site at all times.
13. Begin clearing, grubbing, and rough grade of the site in accordance with the approved grading plan.
14. Stockpile sufficient amount of topsoil to cover 3Inches over landsaFed areas at the end of the project
15. Install storm sewer, if applicable, and protect inlets with Inlet protection devices, sediment devices, and/or
other approved measures as shown on plans. Maintain S&E measures as needed.
16. After completion of any phase of grading or when land -disturbing activities have tempomrily ceased, establish
groundcover on swales and ditches, graded slopes steeper than 3:1 and High Quality Water Zones (HQM
within 7 calendar days; slopes that are 3:1 or flatter must establish groundcover within 14 calendar days.
17. Stabilhe site as areas are brought up to finished grade with vegetation or paving.
18. Prior to plat approval, all disturbed areas both public and private, must be properly stabilized. All temporary
erosion control measures must be installed, be functioning property and be maintained for the entire area
contained within the plat.
19. Flush and clean all st-water system pipes. Clean and remove sediment from temporary sediment holding
devices. Follow 8MP Construction Sequence found on the Grading and/or BMP Detail sheet on the
Construction Plan set
20. Remove temporary diversions, silt fencing, sediment basins, etc. and provide adequate cover or pave any
resulting bare areas. All permanent erasion control devices should be Installed at this point.
21. When vegetation has been established, all Water Resources staff at 249-3427 for final site inspection and to
request a Certificate of Completion.
22. Owner is responsible for permanent erosion control maintenance of the site.
8 MAX
VARIABLE AS DIRECTED BY THE ENGINEER
MIN. 10 GA. IN. 121v GA
LINE WIRES INTERMEDIATE
WIRES
RADE
NOTES: SILT FENCE FABRIC
INSTALLED TO SECOND
1. USE SILT FENCE ONLY WHEN WIRE FROM TOP
DRAINAGE AREA DOES NOT FRONT VIEW
EXCEED} ACRE AND NEVER IN
AREAS OF CONCENTRATED PROPERTY LINE
FLOW. STEEL POST
2. END OF SILT FENCE NEEDS TO BE WOVEN WIRE FABRIC IRE
TURNED UPHILL (I� SILT FENCE GEOTEXTILE FABRIC l HYDRP
3, WRAP HE SILT FENCE AROUND I 32'MIN. WIDH
ALL EXISTING FIRE HYDRANTS SO /,FILL SLOPE
THAT THEY ARE FROM HE ROADWAY. VISIBLE i 2 ' ST I �:
4. ALL SILT FENCE MUST HAVE A - :ENCE -
TOWN OF APEX
STANDARDS TEMPORARY SILT FENCE 400.0
Woodland Profile
white Oak Creek
Apex, NC
TOWN OF APEX
STANDARDS I TEMPORARY SILT FENCE OUTLET
r AL �.
033777 -
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ASPHALT PAVED PAH
10,
4%MAX. 2% MAX.CROSS SLOPE q%MAXX
PAVEMENT DESIGN:
2' ASPHALT CONCRETE SURFACE COURSE
6' AGGREGATE BASE COURSE
WOVEN GEOTEXTILE FABRIC
CONCRETE PAVED PAH CO 'L JOINTS a'
IDE, 1• DEEP, 6 O.C.
'-2 10 2' PERPENDICULAR TO
x6xt0 ED WIRE SET 2• BELOW SURFACE RUN OF WALK
4%MAX 2% MAX._SLOPE 4% MAX
L♦ 1 =
ANSION JOINTS
PAVEMENT DESIGN: - RECESS, j" WIDE, 30' MAX O.C.
4- CONCRETE PENDICULAR TO RUN OF
8"AGGREGATE BASE COURSE WAL
NOTES:
1. ALL LOCATION & SIZES OF DRAIN PIPE TO BE VERIFIED AND APPROVED BY HE TOWN OF
APEX CONSTRUCTION MANAGEMENT DEPARTMENT.
2. ALL DRAIN PIPE BELOW THE GREENWAY SHALL BE 15' MINIMUM DIAMETER RCP.
3. ALL LUMBER USED SHALL BE PRESSURE TREATED AND RATED FOR GROUND CONTACT.
4. SUBGRADE SHALL BE STABLE AND COMPACTED.
TOWN OF APEX
STANDARDS
EFFECTIVE: NOVEMBER 20, 2007
GREENWAY SECTIONS
STD. NO.
200.03
SHEET 1 OF 1
1V_O`
r-CLEAR� I
T TOP PLATE@ 30'
-2' X 4' HORIZONTAL RAILINGS ,.
J
---
L
L
PROFILE VIEW SECTION VIEW
NOTES:
1. MINIMUM PILE PENETRATION FOR PIERS SHALL BE DETERMINED BY GEOTECHNICAL ENGINEER.
2. SMALL MEMBERS SHALL HAVE PRE -DRILLED HOLES TO PREVENT SPLITTING DURING CONSTRUCTION, DECKING TO BE ATTACHED TO
JOISTS USING GALVANIZED SCREWS AND HARDWARE (ALL WOODEN MEMBERS SHALL BE BOLTED OR SCREWED TOGETHER. NO NAIL
CONNECTIONS).
3. ALL BOLTS,NUTS,WASHERS, ETC SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A153.
4. TIMBER BOARDWALK SHALL BE DESIGNED IN ACCORDANCE WITH AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES.
DESIGN LIVE LOAD 15 SMALL VEHICLE OF 5000 POUNDS, 2500 POUNDS PER AXLE WITH A MINIMUM 96" WHEEL BASE
S. SffE SOIL PROPERTIES ARE ASSUM ED TO SUPPORT FOUNDATION LOADS. GEOTECHNICAL REPORT SHALL BE PROVIDED INDICATING
THE 5 SOIL PROPERTIES THAT CAN SUPPORT FOUNDATION LOADS PRIOR TO BEGINNING CONSTRUCTION.
6. 101ST HANGER SHALL BE CAPABLE OF SUPPORTING A MINIMUM SAFE WORKING LOAD OF 31511 POUNDS AND SHALL BE GALVANIZED.
7. STRUCTURAL ENGINEER SHALL SIZE ALL LUMBER AND SEAL PLANS.
TOWN OF APEX
STANDARDS
EFFECTNE: MARCH 7.2017
STANDARD BOARDWALK
STD. NO.
200.05
SHEET 1 OF 1
ID SIGN
72" x 12" x 4"
DIRECTIONAL
46" x 12' x 4"
MILEAGE
36"x6"x4" Yj I
+a:s•,-a ' E- : I0.I I E-
tint 7
0 i
' 1 � Tail Trail
V' Name I Ij Name
vllil : IX� I iI
a!
fi I� 0.11
i
�i 6' L.,) -t q '- L -12'-'J I' -12•x, s---I2•JJ I'--1p^J
SINGLE -SIDED LOCATE AT STREET --/SIDEWALK LOCATED AT TRAIL START
MILEAGE NUMBER: TBD DOUBLE -SIDED DOUBLE -SIDED
ARROW DIRECTION: TBD LOOP REFERENCE: TBD
NOTE: SIGNS SHALL BE I' THICK ALUMINUM PANEL MOUNTED TO POSTS
TOWN OF APEX
STANDARDS
EFFECTIVE: MARCH 7, 2017
GREENWAY SIGNAGE
STD. NO.
200.06
SHEET 1 OF 1
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60 0 30 60 120
1 inch = 60 ft.
51.6
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1 inch = 60 ft.

(NOT TO 50�
Jill
258.7
N I 1 1 \ FUTU 20'GREENWAY
J E s
ATION) ENT(APPROX I I
C\�\
251. \`
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1 1 I DELIN TED WET D ' TO
/ // / ll7 I (� I ( I I I 'OF APEX I
DELI ATED ND I 1xI
EX. 4P'tpMBIN UTILITY
I I , AND ¢,REERIW 5 I 1
STREAM BUFFER 5
IMPACT II I I � ` B.M. 2016 • G. 2 ---- I 1
AREA ZONE 3 = 1977 51'
OF APEX �` L \ I I 1 /�
'COMBI DUTILI / ` � ` 52.3
Iv
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HAZARD AREA _ \ ♦ \ j Irl AREA
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CROSSING 1`\
EL. 259.75 I \
CLEARING LIMI75 T _ N Q' I
�C: I7�N�1\I TREAM BUFFERC IMPA
Tom,_•� l Y-
2
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FHT c`I x _ r / a'j O Ir- STREAM BUFFER IMPACT I m I
253.3 y /. : - Z AREA ZONE 1 = 1030 5F \ I
WETLAND IMPACT 4 < 'a` , .•. ,rl , \\ (� ' IYI m
! , ' IA = 689 5F O�
M1W Baa
D TED LAND 'WETLAND IMPAC I \♦ ♦ / /' / / 1 I I \ / I I `\ W a`a.
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Toll `Bros. 250 GIBRALTAR ROAD C
� Inc HORSHAM, PA 19044
215-938-8000 Check No. - 9896968 Check Date - 08/31/17 Stub 1 of 1 w
INVOICE NO
INVOICE DATE
COMMENT
GROSS
DEDUCTIONS
AMOUNT PAID
170830/2325
083017
Greenway Impacts PCN rev fee
240.00
240.00
11 U 13 9 6 9 bIn11 1:0 3 di 600 2 2 5l: 20 7 9 9 500 20 3 3 L, ii'
*See Reverse Side For Easy Opening Instructions*
loll `Bros., Inc
250 GIBRALTAR ROAD
HORSHAM, PA 19044
NCDENR Div/Water Quality Ctr
1617 Mail Service Center
Raleigh NC 27699-1617
I