20200981 Ver 1_401 Application_20200730

DWR
mrlslon of Water Resources
Pre -Construction Notification (PCN) Form
April 11, 2020 Ver 3.1
Initial Review
Has this project met the requirements for acceptance in to the review process?*
r Yes
r No
Is this project a public transportation project?*
C Yes r No
Change only if needed.
BIMS # Assigned
20200981
Is a payment required for this project?*
r No payment required
r Fee received
r Fee needed - send electronic notification
Reviewing Office *
Raleigh Regional Office - [phone]
Information for Initial Review
1a. Name of project:
Dameron/Friendship Chapel Road Extension
1a. Who is the Primary Contact?*
Kevin Martin
1b. Primary Contact Email:*
[e-mail]
Date Submitted
7/30/2020
Nearest Body of Water
Smith Creek
Basin
Neuse
Water Classification
QNSW
Site Coordinates
Latitude:
35.964260
A. Processing Information
County (or Counties) where the project is located:
Wake
Is this a NCDMS Project
r Yes r No
Longitude:
-78.504273
Is this project a public transportation project?*
r Yes r No
1a. Type(s) of approval sought from the Corps:
W Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Version#*
1
What amout is owed?*
r $240.00
r $570.00
Select Project Reviewer*
Stephanie Goss:eads\szgoss
1c. Primary Contact Phone:*
[phone]
V
1b. What type(s) of permit(s) do you wish to seek authorization?

W Nationwide Permit (NWP)
r Regional General Permit (RGP)
r Standard (IP)
1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number: 14 - Linear transportation
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - Regular F- 401 Water Quality Certification - E)press
r Ni Jurisdictional General Permit W Riparian Buffer Authorization
r Individual Permit
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification: r- Yes r No
For the record onlyfor Corps Permit: r Yes r No
1f. Is this an after -the -fact permit application?*
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
Acceptance Letter Attachment
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r No
1j. Is the project located in a designated trout watershed?
r Yes r No
B. Applicant Information
1d. Who is applying for the permit?
r Owner W Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
Carrie Mitchell
2b. Deed book and page no.:
Book: 14534 Page: 2554
2c. Responsible party:
Town of Wake Forest
2d.Address
Street Address
301 South Brooks Street
Address tine 2
city
Wake Forest
Postal / Zip Code
27587
2e. Telephone Number:
[phone]
2g. Email Address:*
cmitchell@v,,akeforestnc.gov
2a. Name(s) on recorded deed:
High Bar Creek, LLC
State / Rwince / Ifgion
INC
Country
United States
2f. Fax Number:

2b. Deed book and page no.:
Book: 15086 Page: 271
2c. Responsible party:
T. Barker Dameron
2d.Address
Street Address
3336 White Oak Road
Address tine 2
City
Raleigh
Postal / Zip Code
27609
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
2a. Name(s) on recorded deed:
Huggy Bear, LLC
2b. Deed book and page no.:
Book: 13812 Page: 3
2c. Responsible party:
T. Barker Dameron
2d.Address
Street Address
3336 White Oak Road
Address tine 2
City
Raleigh
Postal / Zip Code
27609
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
2a. Name(s) on recorded deed:
Nancy H. Dameron
2b. Deed book and page no.:
Book:12337 Page:2555
2c. Responsible party:
T. Barker Dameron
2d.Address
Street Address
3336 White Oak Road
Address Line 2
City
Raleigh
Postal / Zip Code
27609
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
2a. Name(s) on recorded deed:
Legacy Heritage Lake Road, LLC
2b. Deed book and page no.:
Book:17867 Page:476
2c. Responsible party
2d.Address
State / Province / legion
NC
Country
United States
2f. Fax Number:
State / Province / legion
NC
Country
United States
2f. Fax Number:
State / Rovince / Region
NC
Country
United States
2f. Fax Number

Street Address
25101 Chargrin Blvd, Suite 300
Address tine 2
city State / Province / Ifgion
Beachwood Ohio
Postal / Zip Code Country
44122 United States
2e. Telephone Number: 2f. Fax Number:
[phone]
2g. Email Address:*
[e-mail]
3. Applicant Information (if different from owner)
3a. Name:
T. Barker Dameron
3b. Business Name:
High Bar Creek, LLC
3c.Address
Street Address
3336 White Oak Road
Address Line 2
city
Slate / Province / Pagion
Raleigh
NC
Postal / Zip Code
Country
27609
United States
3d. Telephone Number:
3e. Fax Number:
[phone]
3f. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Kevin Martin
4b. Business Name:
Soil & Environmental Consultants, PA
4c.Address
Street Address
8412 Falls of Neuse Road, Suite 104
Address Line 2
(Sty
State / Province / Pegion
Raleigh
NC
Postal / Zip Code
Country
27615
United States
4d. Telephone Number: 4e. Fax Number:
[phone]
0. Email Address:*
[e-mail]
Agent Authorization Letter*
Heritage Lake Rd LLc owner cert signed.pdf 70.68KB
Friendship Chapel Road Ext. Agent Authorization form.pdf 72.45KB
signed agent auth owner cert.pdf 835.11 KB
C. Project Information and Prior Project History
1. Project Information
1b. Subdivision name:
(d appropriate)
1c. Nearest municipality/ town:
Wake Forest

2. Project Identification
2a. Property Identification Number:
1840660542,1840761824,1840657710 &
1840763154
2c. Project Address
Street Address
0 Friendship Chapel Road
Address Line 2
Dty
Wake Forest
Postal / Zip Code
27587
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Smith Creek
3b. Water Resources Classification of nearest receiving water:*
QNSW
3c. What river basin(s) is your project located in?*
Neuse
3d. Please provide the 12-digit HUC in which the project is located.
030202010702
4. Project Description and History
2b. Property size:
+/- 68 acres
Slate/ Fnwince/ Region
NC
Country
United States
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
Epsting conditions onsite consists primarily of forested land as well as an eAsting sanitary sewer and easement. East of the property is bound by Hatters Branch stream and West of the
property is bounded by Spring Branch Stream. Highway 98 bounds the property to the North. General land use in the vicinity of the project consists of forested land to the west and
residential developments to the east.
the project to the east was part of Heritage and was done by a different developer, there Will be no common amenities and the property to be served by the proposed road was never
owned by the developer of heritage. There are no shared amenities with Heritage, and if there is a HOA for our project it will be separate from Heritage.
Roads and utilities are epsting public roads up to the point where Friendship chapel terminates. There will be no shared shared stormwater BMPs.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes r No r Unknown
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
usgs.pdf
221.88KB
4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
soil survey. pdf 2.19MB
4f. List the total estimated acreage of all existing wetlands on the property:
0.088
4g. List the total estimated linear feet of all existing streams on the property:
4000
4h. Explain the purpose of the proposed project:*
The purpose of this project is construct a single-family residential development as well as to extend Friendship Chapel Road to conned to and allowfor the future development.
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The overall project consists of the construction of a single-family residential development and extension of Friendship Chapel Road. Specifically, there is one (1) proposed road
crossing that impacts streams and riparian buffers, four (4) stormwater outlet pipes that impacts riparian buffers, and one (1) sanitary sewer crossing that impacts riparian buffers. .
Equipment typically used for construction and earthwork such as backhoes, bulldozers, excavators, graders, pavers etc. will be utilized for this project.
4j. Please upload project drawings for the proposed project.
Final Impact Maps.pdf 2.28MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes r No O Unknown
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
r Preliminary r Approved r Not Verified r Unknown r N/A
Corps AID Number:
SAW-2016-00650

5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Kevin Martin
Agency/Consultant Company: Soil & Environmental Consultants, PA
Other:
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made bythe Corps or DWR
USACE: Site visit and field determination completed by James Lastinger on May 17, 2016. PJD issued on July 22, 2016 by James Lastinger.
NCDWR: Riparian buffer determination completed by Sara Knies on April 19, 2016 (NBRRO#16-091).
5d1. Jurisdictional determination upload
Corps signed PJD.pdf 693.77KB
DWR buffer letter Darreron Tracts.pdf 6.62MB
6. Future Project Plans
6a. Is this a phased project?*
r Yes R No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
It is my understanding that there are no intended future phases beyond the property boundaries shown. Therefore, no additional NWP, Regional General Permits, or IP are anticipated.
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
W Wetlands W Streams -tributaries W Buffers
r Open Waters r Pond Construction
2. Wetland Impacts
Reason (?) 2b. Impact type * (?) 2c. Type of W.* 2d. W. name * 2e. Forested * 2f. Type of 2g. Impact
Jurisdicition*(?) area*
F71
Road fill P NON-NCWAM TYPES disturbed area Both 0.088
(acres)
2g. Total Temporary Wetland Impact 2g. Total Permanent Wetland Impact
0.000 0.088
2g. Total Wetland Impact
0.088
2h. Comments:
Wetland area is caused by adjacent greenway being built above natural grade in the flood plain and results from occasional impounding of water by
the greenway
3. Stream Impacts
F1(?)
3a. Reason for impact (?)
3b.lmpact type *
3c. Type of impact*
3d. S. name *
3e. Stream Type *
3f. Type of
3g. S. width*
3h. Impact
Jurisdiction*
length*
S1
Impact 1-Road Cross
P 9
Permanent
Culvert
Stream A
Perennial
Both
20
147
Average (feet)
(lirearfeet)
3Y
Impact 1-Road Crossing
Permanent
Rip Rap Fill
Stream A
Perennial
Both
12
89
(Permanent -no Permanent
Average (feet)
(lirearfeet)
loss)
S3
Impact 1-Road Crossing
EtA
Dewatering
Ef
Perennial
Both
11
78
Average (feet)
(lir�rfeet)
31. Total jurisdictional ditch impact in square feet:
0
31. Total permanent stream impacts: 31. Total temporary stream impacts:
236 78
31. Total stream and ditch impacts:
314
3j. Comments:

6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
Check all that apply.
V Neuse r Tar -Pamlico
r Catawba r Randleman
r Goose Creek r Jordan Lake
r Other
6b. Impact Type
6c. Per or Temp
6d. Stream name
6e. Buffer mitigation required?
6f. Zone 1 impact
6g. Zone 2 impact
Impact 1-Road Crossing
P
Stream A
Yes
17,422
7,783
Impact 2-SCM outlet pipe
P
Stream A
No
561
475
Impact 3-SCM outlet pipe
P
Stream A
No
519
865
Impact 4-SCM outlet pipe
P
Stream B
No
537
430
Impact 5-Utility Crossing
P
Stream B
No
0
277
Impact 6-SCM outlet pipe
P
Stream B
No
595
546
6h. Total buffer impacts:
Zone 1 Zone 2
Total Temporary impacts: 0.00 0.00
Zone 1
Zone 2
Total Permanent impacts: 19,634.00
10,376.00
Zone 1
Zone 2
Total combined buffer impacts: 19,634.00
10,376.00
6i. Comments:
Supporting Documentation
Impacts.pdf
E. Impact Justification and Mitigation
1. Avoidance and Minimization
2.28MB
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
S&EC completed a wetland delineation and %use River Buffer evaluation for the entire property and field checked the verified jurisdictional streams &
wetlands on the remaining property in order to identify natural resources so that impacts could be avoided & minimized to the maAmum extent
practicable. Impact 1 is a proposed road crossing. Proposed impacts include permanent and temporary stream impacts as well as permanent riparian
buffer impacts. This road crossing is necessary to connect and to access the residential development. Stream and riparian buffer impacts have been
minimized by utilizing headwalls and a culvert. On each end of the culvert, rip -rap dissipator pads will be used to minimized stream velocity that could
potentially lead to stream bed erosion. Impacts 2, 3, 4 and 6 are all proposed permanent riparian buffer impacts for stormwater outlet pipes. All the
outlet pipes are designed to enter the stream at an angle and feature a dissipator pad at the end of each outlet pipe to avoid stream impacts. Impact 5
is proposed permanent riparian buffer impact for a sewer crossing/extension. The location of this impact was chosen to minimize riparian buffer
impacts to only impact Zone 2 of the buffer.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Per the project engineer: A detailed erosion control plan will be provided to the contractor for the entire site and specific to the impact area. Sediment
basins will be used to handle the majority of sediment -laden water during EC stages and silt fence with silt fence outlets to protect against any other
bypass.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
r Yes r No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
Total permanent stream impacts are less than 1501-F.
6b. If yes, then identify the square feet of impact.
v
6c. Reason for impact 6d. Total impact Multiplier 6e. Required mitigation
(square feet) (square feet)

Zone 1 Road Crossing t7,422 3 52,266
Zone 2 Road Crossing 7,783 1.5 11,675
6f. Total buffer mitigation required
63941
6g. If buffer mitigation is required, is payment to a mitigation bank or NC Division of Mitigation Services proposed?
r Yes r No
6h. Attach the acceptance letter from the mitigation bank or NC Division of Mitigation Services.
SOA Wildlands Friendship Chapel Rd. Subdivision - SOA 07-17-2020.pdf 125.18KB
SOA Restoration Systems Friendship Chapel Rd Extension.pdf 173.02KB
SOA RES - Friendship Chapel Road Extension .pdf 122.34KB
6j. Comments:
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
r Yes r No
What type of SCM are you providing?
r Level Spreader
r Vegetated Conveyance (lower SHWT)
r Wetland Swale (higher SHWT)
• Other SCM that removes minimum 30% nitrogen
• Proposed project will not create concentrated stormwater flow through the buffer
Diffuse Flow Documentation
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15ANCAC 02H .1003(2)?
r Yes r No
2c. Does this project have a stormwater management plan (SMP) reviewed and approved under a state stormwater program or state -approved local government stormwater
program?
r Yes r No
r- NiA- project disturbs < 1 acre
2d. Which of the following stormwater management program(s) apply:
P Local Government r State
Local Government Stormwater Programs
V Phase II W NSW r USMP r Water Supply
Please identify which local government stormwater program you are using.
Town of Wake Forest
Comments:
G. Supplementary Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
r- Yes r• No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15ANCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)? *
r Yes r No

3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r Yes r No
3b. If you answered "no," provide a short narrative description.
We have reviewed the "Draft Internal Policy, Cumulative impacts and the 401 Water Quality Certification and Isolated Wetlands Programs' document
prepared by the NC Division of Water Quality on April 10, 2004, version 2.1. The draft states that many private developments are unlikely to cause
cumulative impacts, including projects such as urban in -fill, most residential subdivisions and small commercial developments as well as agricultural
and silvicultural operations. The Friendship Chapel Road Extension project is a road extension to serve a residential development. Additionally, the
project is located within the town of Wake Forest ETJ, therefore the adjacent properties that have potential for development will have the following
regulations to protect downstream waters: 1) the Neuse River Basin Riparian Buffer Protection regulations, these regulations require limited
development within the riparian buffer area, in addition Best Management Practices may be required that control nitrogen if diffuse flow cannot be
achieved; 2) the Phase II NPDES Stormwater Permit Program, this program includes permitting requirements for Municipal Separate Storm Sewer
Systems (MS4s) in addition to post -construction stormwater management requirements. We anticipate that the DWR will advise us if any additional
information is needed.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor WA
4b. Describe, in detail, the treatment methods and dispositions (non -discharge or discharge) of wastewater generated from the proposed project. If the wastewater will be treated
at a treatment plant, list the capacity available at that plant.
Existing municipal sewer.
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5d. Is another Federal agency involved?*
r Yes r No r Unknown
5e. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut anytrees in order to conduct the work in waters of the U.S.?
r Yes r No
5g. Does this project involve bridge maintenance or removal?
r Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
r Yes r No
51. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
r Yes r No
5j. 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: NC Natural Heritage Program. 2020. Geographic Information
System (GIB) data. NCDNCR, Raleigh, NC. Available at http://wmw.nenhp.org/. (Accessed: July 14, 2020).
Consultation Documentation Upload
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes r No
6b. What data sources did you use to determine whether your site would impact an 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 status?*
r Yes r No
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 July 14, 2020, no historic listings or study list
entries or determined eligible listings were identified within the property boundaries. Additionally, no structures exist within the property boundaries.

7c. Historic or Prehistoric Information Upload
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-yearfloodplain?*
r Yes f No
8b. If yes, explain how project meets FEMA requirements:
A FEMA flood study has been prepared and submitted and final review is pending proof of application for 401 and 404 permits
8c. What source(s) did you use to make the floodplain determination?*
NC Flood Risk Information System Floodplain Mapping Program and confirmation from the project engineer.
Miscellaneous
Comments
Miscellaneous attachments not previously requested.
Signature U
*
W By checking the box and signing below, I certify that:
I have given true, accurate, and complete information on this form;
I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
I intend to electronically sign and submit the PCN form.
Full Name:
Kevin C Martin
C4�klr
&(Wal 6
Date
7/30/2020

Environmental Consultants,
8412 Falls of Neuse Road, Suite 104, Mdeigh, NC 27615 • Phone: [phone]
swidec.com
PROPERTY OWNER CERTIFICATION / AGENT AUTHORIZATION
Project Name/Description: _Friendship Chapel Rd extension
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
69 Darlington Avenue
Wilmington, NC 28403
Field Office: Raleigh
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 but only applies to the portion of our
property necessary to construct the extension of Friendship Chapel Rd.
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:
kc F0_ rc s tLJ& Cc "-tv l�C_
Mailing Address: G?5/U / C�icr,r+'� �l ",(30a L c.�w�c� D f t 122—
Email:.,,e�K�ti Id<x.1r�N�rs Phone: S,3!-bli'o
6 &
PropqAy O er Name (plea a print) Date
y�
Property Owner Signature
We hereby certify the above information submitted in this application is true and accurate to
the best of our knowledge.

Environmental Consultants,
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615 • Phone: [phone] • Fax: [phone]
sandec.com
PROPERTY OWNER CERTIFICATION / AGENT AUTHORIZATION
Project Name/Description:
The Department of the Army
U.S. Army Corps of Engineers,
69 Darlington Avenue
Wilmington, NC 28403
Friendshii)_Cha€,el Road Extension
Wilmington District
Attn: James Lastin2er Field Office: Raleigh
S&EC Project # 12830
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): 1840763154
Site Address: 0 Wilts Da' Pt.
City, County, State: Wake Forest. Wake Coun , NC
PROPERTY OWNER INFORMATION (mailing address, email and phone)
Mailing Address: Town of Wake Forest 301 South Brooks Street, Wake Forest, NC 27587
Email: [e-mail]
Phone: [phone]
Carrie Mitchell on behalf of the Town of Wake Forest, NC _July 9, 2019
Property Owner Name (please print) Date
Property Owner Signature
We hereby certify the above information submitted in this application is true and accurate to
the best of our knowledge.

Environmental Consultants,
8412 Falls of Dense Road, Suite 104, RAciglz, NC 27615 • Phone: �)19) 846-5900
sandec.com
PROPERTY OWNER CERTIFICATION / AGENT AUTHORIZATION
Project Name/Description: _Dameron Tracts Wake Forest S&EC Project # 12830
Date:
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
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): _I840660542, 1840761824 & 1840657710 _
Site Address:
City, County, State:
Wake Forest, Wake County, NC
PROPERTY OWNER INFORMATION: (address, Phone # and email)
MQa
Property Owner Name (plre print) R (� M CQ`ZM LtC Date
r-11Z II A 4 J38%*L L Le
Property
We hereby certify the above information submitted in this application is true and accurate to
the best of our knowledge.

Project Number:
KMProject Manager:
1" = 500'Scale:
3/29/16Date:
Map Title:
Source:
USGS Map
Dameron
Wake County, NC
Wake County GIS
USGS Rolesville & Wake Forest Quad
¯0 500 1,000
Feet
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I 'ID

SHEET INDEX
OVERALL IMPACT MAP
1 COVER SHEET
2
FRIENDSHIP CHAPEL ROAD
ROAD EXTENSION
F:\LAND PROJECTS\2018-010.001 DAMERON - WAKE FOREST\DRAWINGS\SHEET\IMPACTS\ IMPACTS.DWG , Jul 27, 2020 - 6:21 PM , BWILL
WETLAND AND BUFFER IMPACT MAPS
FRIENDSHIP CHAPEL ROAD
ROAD EXTENSION
WAKE FOREST, NORTH CAROLINA
PLANS PREPARED BY:
PRIEST, CRAVEN & ASSOCIATES, INC.
PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS
3803 - B COMPUTER DRIVE, SUITE 104, RALEIGH, N.C. 27609
PHONE 919 / 781-0300 FAX 919 / 782-1288
EMAIL [e-mail] FIRM#: C-0488
SHEET #
VERTICAL DATUM - NAVD88
HORIZONTAL DATUM - NAD83
VICINITY MAP 1"=1000'
1 OF 6
REVISIONS:
1.
2.
3.
4.
5.
NC 98
SITE
HERITAGE LAKE RD
PROJECT STATISTICS
PROPERTY OWNER
PROJECT ADDRESS
CU RMX RZ-03-08EXISTING ZONING
68.21 ACGROSS PROJECT AREA: (AREA OF R/W DEDICATION)
WAKE COUNTY PIN(S)
PROJECT LOCATION WITHIN WAKE FOREST'S ETJ
DAMERON
3336 WHITE OAK RD
RALEIGH NC 27609
0 FRIENDSHIP CHAPEL ROAD, WAKE FOREST, NC
1840-66-0542,1840-76-1824, 1840-65-7710
NORTHIMPACT #1 AND CULVERT CROSS SECTION3
CULVERT PROFILE4
STORM CALCULATIONS AND 18" OUTLET5
SCM OUTLET PIPES AND SEWER EXTENSION6
PROJECT: SCALE: DATE: 2018-010.001FEBRUARY 19, 2020WETLAND AND BUFFER LOCATION: CLIENT:WAKE FOREST, NCPINELLAS CORP.IASSOCIATES,RAVENRIEST,C&PLAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609 . Phone 919 / 781-0300 . Fax 919 / 782-1288 . Email [e-mail] / Firm #: C-0488NC.IMPACT EXHIBITFRIENDSHIP CHAPEL ROADSHEET NUMBER: F:\LAND PROJECTS\2018-010.001 DAMERON - WAKE FOREST\DRAWINGS\SHEET\IMPACTS\ IMPACTS.DWG , Jul 27, 2020 - 6:23 PM , BWILL2 OF 61"=200'IMPACT #1
IMPACT #2
IMPACT #6
IMPACT #5
IMPACT #4 NC-98
FRI
E
N
D
S
H
I
P

C
H
A
P
E
L

R
O
A
D
1"= 200'NORTHNORTHHATCHED AREA
SHOWS EXISTING
SANITARY SEWER
AND EXISTING
EASEMENT.
HATCHED AREA
SHOWS EXISTING
SANITARY SEWER
AND EXISTING
EASEMENT.HATCHED AREA
SHOWS EXISTING
SANITARY SEWER
AND EXISTING
EASEMENT.
IMPACT #3
XXXXX X
X
X
X X2802752
7
5 280255
260
265
270
280
285290295
270
265
260
255
285
25
4
255
250250XXXXX X
X
X
X XDLDLDLDLDLDLDLDL DL DLDLDL DLDLDL240
245
250
255
260
265
270
275
240
245
250
255
260
265
270
275
2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50
PROPOSED GRADE
EXISTING CHANNEL
HEADWALL
HEADWALL
STA:3+35.87
ELEV:273.88
STA:3+07.82 FRIENDSHIP CHAPEL ROAD
ELEV:273.46
STA:2+79.83
ELEV:273.90
CULVERT #102
STA:3+67.81
ELEV:248.50
CULVERT #102
STA:2+42.02
ELEV:249.50
CULVERT #101
STA:2+42.10
ELEV:247.50
(BURIED FOR AQUATIC
LIFE PASSAGE
12" BELOW EXISTING
STREAM BED ELEVATION)
CULVERT #101
STA:3+68.63
ELEV:246.50
(BURIED FOR AQUATIC LIFE
PASSAGE 12" BELOW EXISTING
STREAM BED ELEVATION)
123.00 L.F.
9'W X 8'H CONC. B
O
X
CULVERT #102 @ 0
.
8
1
%
123.00 L.F.
9'W X 8'H CONC. B
O
X
CULVERT #101 @ 0
.
8
1
%
12" DIP WL
8-4
222.62 L.F. 15"
RCP @ 3.50%
18"
MIN
24"
MIN
CULVERT CROSS SECTION
CLASS 2 RIPRAP - 3' THICK
50' LONG
CLASS 2
RIPRAP
3' THICK
25' LONG PROJECT: SCALE: DATE: 2018-010.001FEBRUARY 19, 2020WETLAND AND BUFFER LOCATION: CLIENT:WAKE FOREST, NCPINELLAS CORP.IASSOCIATES,RAVENRIEST,C&PLAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609 . Phone 919 / 781-0300 . Fax 919 / 782-1288 . Email [e-mail] / Firm #: C-0488NC.IMPACT EXHIBITFRIENDSHIP CHAPEL ROADSHEET NUMBER: F:\LAND PROJECTS\2018-010.001 DAMERON - WAKE FOREST\DRAWINGS\SHEET\IMPACTS\ IMPACTS.DWG , Jul 27, 2020 - 6:27 PM , BWILLLEGEND
JURISDICTIONAL STREAM NO LOSS IMPACT
JURISDICTIONAL STREAM PERMANENT IMPACT
DISTURBED LIMITS WITHIN STREAM BUFFERDL 3 OF 6NORTHVARIESHIGH BAR CREEK LLC
PIN: 1840-76-1824
DB 15086 PG 271
ZONING: CU RMX
PERMANENT STREAM IMPACT AREA
PERMANENT - NO LOSS STREAM IMPACT AREA
RIPARIAN BUFFER ZONE 2 IMPACT AREA
RIPARIAN BUFFER ZONE 1 IMPACT AREA
TEMPORARY STREAM IMPACT AREA
JURISDICTIONAL STREAM TEMPORARY IMPACT
EXISTING GREENWAY
IN NRB ZONE 2.
RELOCATING TO
PEDESTRIAN TUNNEL
EXISTING GREENWAY
IN NRB ZONE 2.
RELOCATING TO
PEDESTRIAN TUNNEL
50' NRB OUTER
BOUNDARY FOR
ZONE 2
50'100'
5'
2.5'
25'75'
1" = 50'(H) 5'(V)
0'
INSTALLED BELOW
EXISTING GRADE OF
CHANNEL
1"= 60'
DISSIPATOR PAD
TOTAL PROPOSED IMPACT SUMMARY:
TOTAL JURISDICTIONAL STREAM IMPACT #1:
DISTURBANCE DURATION
PROPOSED AMOUNT
REMARKS
(LF)(SF)(AC)
PERMANENT 147 2943 0.068 2-9'X8' BOX CULVERTS
PERMANENT - NO LOSS 89 1047 0.024 DISSIPATOR PAD
TEMPORARY 78 892 0.020 DIKE & DEWATERING
ACTIVITIES/INSTALLATION
TOTAL STREAM IMPACT 314 4882 0.112
TOTAL RIPARIAN BUFFER IMPACT #1
PERMANENT - ZONE 1 N/A 17422 0.400 PROP. ROAD/CULVERT
PERMANENT - ZONE 2 N/A 7783 0.179 PROP. ROAD/CULVERT
TOTAL BUFFER IMPACT N/A 25205 0.579
WETLANDS WETLANDS TO BE
IMPACTED
0.88 AC. (3,843 SF)
EXISTING SANITARY
SEWER PIPE IN A
40' WIDE
EASEMENT
TEMPORARY
IMPERVIOUS
DIKE
NOTE : THE CONTRACTOR SHALL
DETERMINE THE MOST
APPROPRIATE METHOD AND
SEQUENCING OF CONSTRUCTION
TO INSTALL THE PRECAST
CONCRETE CULVERTS BASED ON
THE SITE CONDITIONS AT THE TIME
OF CONSTRUCTION. IMPERVIOUS
DIKES OF SANDBAGS WRAPPED IN
AN IMPERVIOUS POLY-FABRIC LINER
OR CORRUGATED VINYL OR SHEET
METAL PILING ALONG WITH A
TEMPORARY CLEAN WATER
DIVERSION CHANNEL ARE ALL
POSSIBLE OPTIONS TO ALLOW THIS
CONSTRUCTION TO BE PERFORMED
IN THE DRY. AFTER THE REMOVAL
OF THE IMPERVIOUS DIKE, THE RIP
RAP CHANNEL LINING AT THE
ENTRANCE TO THE CULVERTS WILL
BE INSTALLED SUCH THAT THE TOP
OF THE RIP RAP CHANNEL LINING IS
AT THE PRE-CONSTRUCTION
ELEVATION OF THE EXISTING
STREAM BED.
TEMP. CLEAN
WATER
DIVERSION
CHANNEL
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50
117.98 L.F.
CONC. BOX
CULVERT/PEDESTRIAN
TUNNEL @ 0.21%
-5.
0
0
%
123.00 L.F.
CONC. BOX
CULVERT @ 0.81%
123.00 L.F.
CONC. BOX
CULVERT @ 0.81%
CB 6
STA 0+13.18
TOP 279.76
INV IN 272.70 (7)
INV OUT 272.20 (6)
8
7
.
5
1

L
.
F
.

1
5
"
R
C
P

@

7
.
0
8
%
CB 3
STA 1+00.69
TOP 275.61
INV IN 264.76 (4)
INV IN 266.00 (6)
INV OUT 264.00 (3)
CB 5
STA 1+87.45
TOP 273.70
INV OUT 267.00 (5)
86.75 L.F
.

1
8
"
RCP @ 2.0
0
%
TEMP B.O.
STA:0+06.21
6" FH
BRANCH
STA:1+09.32
18"
MIN
18"
MIN
36"
MIN
EX. 15" PVC S.S.
PROP
O
S
E
D 1
2"
D.I.
P.
WL
REMOVE EX. BO AND
EXTEND 12" DIP WL
ROADWAY
CB 7
STA 0+13.18
TOP 279.76
INV OUT 273.00 (7)
CB 4
STA 1+87.45
TOP 273.70
INV IN 266.60 (5)
INV IN 266.70 (8)
INV OUT 266.50 (4)
CB 8
STA 4+10.07
TOP 281.01
INV IN 276.85 (9)
INV IN 276.85 (10)
INV OUT 274.49 (8)
CB 9
STA 4+10.25
TOP 281.01
INV OUT 277.12 (9)
18"
MIN
222.6
2

L
.
F
.

1
5"
RCP @

3
.
5
0
%
CULVERTS
SEPARATED BY
2' VERTICALLY
LOWER CULVERT
12" BELOW
EXISTING GRADE
OF CHANNEL
EX.CB 10
STA 5+06.86
TOP 289.17
INV OUT 284.87 (10)
96.5
0 L.F. 1
5"
RCP
@
8.
31
%
240
245
250
255
260
265
270
275
280
240
245
250
255
260
265
270
275
280
285
CULVERT PROFILE PROJECT: SCALE: DATE: 2018-010.001FEBRUARY 19, 2020WETLAND AND BUFFER LOCATION: CLIENT:WAKE FOREST, NCPINELLAS CORP.IASSOCIATES,RAVENRIEST,C&PLAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609 . Phone 919 / 781-0300 . Fax 919 / 782-1288 . Email [e-mail] / Firm #: C-0488NC.IMPACT EXHIBITFRIENDSHIP CHAPEL ROADSHEET NUMBER: F:\LAND PROJECTS\2018-010.001 DAMERON - WAKE FOREST\DRAWINGS\SHEET\IMPACTS\ IMPACTS.DWG , Jul 27, 2020 - 6:21 PM , BWILL4 OF 61"=50'50'100'
5'
2.5'
25'75'
1" = 50'(H) 5'(V)
0'
FILL AREA
EXISTING GRADE
240
245
250
255
260
265
270
275
280
240
245
250
255
260
265
270
275
280
0+00 0+50 1+00 1+50 2+00 2+50
31.56 L.F. 18"
RCP @ 8.00%INV IN: 264.76 (4)INV IN: 266.00 (6)INV OUT: 264.00 (3)CB #3 STA:0+87.56TOP: 275.6186.75 L.F
.

1
8
"
RCP @ 2.0
0
%INV IN: 266.60 (5)INV IN: 266.70 (8)INV OUT: 266.50 (4)CB #4 STA:1+74.32TOP: 273.7027.00 L.F. 15"
RCP @ 1.48%INV OUT: 267.00 (5)CB #5 STA:2+01.32TOP: 273.7012" WL
PROPOSED GRADE
EXISTING
GROUND
INV IN: 261.48 (3)INV OUT: 254.18 (2)ST MH #2 STA:0+56.01TOP: 266.0143.91 L.F. 18"
RCP @ 10.65%
STORM NETWORK PROFILE
18"
MIN
INV. OUT:
249.50CLASS 2 RIPRAP
3' THICK
50' LONG
TIE TO CULVERT
HEADWALL
AND OUTLET
PROTECTION
X
X
X X X X X
X
X
12" DIP WL
1+00 2+00
18"
R
C
P
ST MH
#2 18"RCPCB
#3
18"RCP
15"RCP
CB
#4 15"RCPCB
#5
X
X
X X X X X
X
X
12" DIP WL
PROJECT: SCALE: DATE: 2018-010.001FEBRUARY 19, 2020WETLAND AND BUFFER LOCATION: CLIENT:WAKE FOREST, NCPINELLAS CORP.IASSOCIATES,RAVENRIEST,C&PLAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609 . Phone 919 / 781-0300 . Fax 919 / 782-1288 . Email [e-mail] / Firm #: C-0488NC.IMPACT EXHIBITFRIENDSHIP CHAPEL ROADSHEET NUMBER: F:\LAND PROJECTS\2018-010.001 DAMERON - WAKE FOREST\DRAWINGS\SHEET\IMPACTS\ IMPACTS.DWG , Jul 27, 2020 - 6:24 PM , BWILL5 OF 6VARIES1"=50' HORIZ
1"=5' VERT
1"= 20'NORTHQ10 HGL
Q10 SIZING
HEADWALL
50' RIPARIAN
STREAM BUFFER
BOX CULVERTS
CLASS 2 RIPRAP INSTALLED BELOW
EXISTING GRADE OF CREEK
STORMWATER CALCULATIONS FOR PIPE NETWORK DISCHARGING AT BOX CULVERT HEADWALL OUTLET
ZONE 2
ZONE 1
ZONE 2
ZONE 1
LEGEND
JURISDICTIONAL STREAM NO LOSS IMPACT
JURISDICTIONAL STREAM PERMANENT IMPACT
DISTURBED LIMITS WITHIN STREAM BUFFERDL
PROJECT: SCALE: DATE: 2018-010.001FEBRUARY 19, 2020WETLAND AND BUFFER LOCATION: CLIENT:WAKE FOREST, NCPINELLAS CORP.IASSOCIATES,RAVENRIEST,C&PLAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609 . Phone 919 / 781-0300 . Fax 919 / 782-1288 . Email [e-mail] / Firm #: C-0488NC.IMPACT EXHIBITFRIENDSHIP CHAPEL ROADSHEET NUMBER: F:\LAND PROJECTS\2018-010.001 DAMERON - WAKE FOREST\DRAWINGS\SHEET\IMPACTS\ IMPACTS.DWG , Jul 27, 2020 - 6:25 PM , BWILL6 OF 61"=60'PERMANENT STREAM IMPACT AREA
PERMANENT - NO LOSS STREAM IMPACT AREA
RIPARIAN BUFFER ZONE 2 IMPACT AREA
RIPARIAN BUFFER ZONE 1 IMPACT AREA
TEMPORARY STREAM IMPACT AREA
JURISDICTIONAL STREAM TEMPORARY IMPACT
DISSIPATOR PAD
IMPACT #2
IMPACT #2 SUMMARYNORTHWET POND
IMPACT #3
IMPACT #3 SUMMARY
WET POND
BUFFER ZONE 2 IMPACT AREA 865 SF
BUFFER ZONE 1 IMPACT AREA 519 SF
BUFFER ZONE 2 IMPACT AREA 475 SF
BUFFER ZONE 1 IMPACT AREA 561 SF
1"= 60'1"= 60'IMPACT #4
IMPACT #4 SUMMARY
WET
POND
BUFFER ZONE 2 IMPACT AREA 430 SF
BUFFER ZONE 1 IMPACT AREA 537 SF
1"= 60'NORTHNORTHIMPACT #5
IMPACT #5 SUMMARY
BUFFER ZONE 2 IMPACT AREA 277 SF
BUFFER ZONE 1 IMPACT AREA 0 SF
1"= 60'NORTHSCM OUTLET PIPE
EX. SANITARY
SEWER
ZONE

1
ZONE
2ZONE 2ZONE 1ZONE 2ZONE 1EXISTING
SANITARY
SEWER
SANITARY
SEWER
EXTENSION
IMPACT #6
IMPACT #6 SUMMARY
BUFFER ZONE 2 IMPACT AREA 546 SF
BUFFER ZONE 1 IMPACT AREA 595 SF
1"= 60'NORTHWET
POND
SCM
OUTLET
PIPE
SCM
OUTLET
PIPE
SCM
OUTLET
PIPE
ZONE 2ZONE
1
ZO
N
E

2
ZO
N
E

1
GRAPHIC SCALE
120 3060
1" = 60'
0 18060
50' NRB OUTER
BOUNDARY FOR
ZONE 2
50' NRB OUTER
BOUNDARY FOR
ZONE 2
50' NRB OUTER
BOUNDARY FOR
ZONE 2
WETLANDS
SHEET INDEX
OVERALL IMPACT MAP
1 COVER SHEET
2
FRIENDSHIP CHAPEL ROAD
ROAD EXTENSION
F:\LAND PROJECTS\2018-010.001 DAMERON - WAKE FOREST\DRAWINGS\SHEET\IMPACTS\ IMPACTS.DWG , Jul 27, 2020 - 6:21 PM , BWILL
WETLAND AND BUFFER IMPACT MAPS
FRIENDSHIP CHAPEL ROAD
ROAD EXTENSION
WAKE FOREST, NORTH CAROLINA
PLANS PREPARED BY:
PRIEST, CRAVEN & ASSOCIATES, INC.
PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS
3803 - B COMPUTER DRIVE, SUITE 104, RALEIGH, N.C. 27609
PHONE 919 / 781-0300 FAX 919 / 782-1288
EMAIL [e-mail] FIRM#: C-0488
SHEET #
VERTICAL DATUM - NAVD88
HORIZONTAL DATUM - NAD83
VICINITY MAP 1"=1000'
1 OF 6
REVISIONS:
1.
2.
3.
4.
5.
NC 98
SITE
HERITAGE LAKE RD
PROJECT STATISTICS
PROPERTY OWNER
PROJECT ADDRESS
CU RMX RZ-03-08EXISTING ZONING
68.21 ACGROSS PROJECT AREA: (AREA OF R/W DEDICATION)
WAKE COUNTY PIN(S)
PROJECT LOCATION WITHIN WAKE FOREST'S ETJ
DAMERON
3336 WHITE OAK RD
RALEIGH NC 27609
0 FRIENDSHIP CHAPEL ROAD, WAKE FOREST, NC
1840-66-0542,1840-76-1824, 1840-65-7710
NORTHIMPACT #1 AND CULVERT CROSS SECTION3
CULVERT PROFILE4
STORM CALCULATIONS AND 18" OUTLET5
SCM OUTLET PIPES AND SEWER EXTENSION6
PROJECT: SCALE: DATE: 2018-010.001FEBRUARY 19, 2020WETLAND AND BUFFER LOCATION: CLIENT:WAKE FOREST, NCPINELLAS CORP.IASSOCIATES,RAVENRIEST,C&PLAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609 . Phone 919 / 781-0300 . Fax 919 / 782-1288 . Email [e-mail] / Firm #: C-0488NC.IMPACT EXHIBITFRIENDSHIP CHAPEL ROADSHEET NUMBER: F:\LAND PROJECTS\2018-010.001 DAMERON - WAKE FOREST\DRAWINGS\SHEET\IMPACTS\ IMPACTS.DWG , Jul 27, 2020 - 6:23 PM , BWILL2 OF 61"=200'IMPACT #1
IMPACT #2
IMPACT #6
IMPACT #5
IMPACT #4 NC-98
FRI
E
N
D
S
H
I
P

C
H
A
P
E
L

R
O
A
D
1"= 200'NORTHNORTHHATCHED AREA
SHOWS EXISTING
SANITARY SEWER
AND EXISTING
EASEMENT.
HATCHED AREA
SHOWS EXISTING
SANITARY SEWER
AND EXISTING
EASEMENT.HATCHED AREA
SHOWS EXISTING
SANITARY SEWER
AND EXISTING
EASEMENT.
IMPACT #3
XXXXX X
X
X
X X2802752
7
5 280255
260
265
270
280
285290295
270
265
260
255
285
25
4
255
250250XXXXX X
X
X
X XDLDLDLDLDLDLDLDL DL DLDLDL DLDLDL240
245
250
255
260
265
270
275
240
245
250
255
260
265
270
275
2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50
PROPOSED GRADE
EXISTING CHANNEL
HEADWALL
HEADWALL
STA:3+35.87
ELEV:273.88
STA:3+07.82 FRIENDSHIP CHAPEL ROAD
ELEV:273.46
STA:2+79.83
ELEV:273.90
CULVERT #102
STA:3+67.81
ELEV:248.50
CULVERT #102
STA:2+42.02
ELEV:249.50
CULVERT #101
STA:2+42.10
ELEV:247.50
(BURIED FOR AQUATIC
LIFE PASSAGE
12" BELOW EXISTING
STREAM BED ELEVATION)
CULVERT #101
STA:3+68.63
ELEV:246.50
(BURIED FOR AQUATIC LIFE
PASSAGE 12" BELOW EXISTING
STREAM BED ELEVATION)
123.00 L.F.
9'W X 8'H CONC. B
O
X
CULVERT #102 @ 0
.
8
1
%
123.00 L.F.
9'W X 8'H CONC. B
O
X
CULVERT #101 @ 0
.
8
1
%
12" DIP WL
8-4
222.62 L.F. 15"
RCP @ 3.50%
18"
MIN
24"
MIN
CULVERT CROSS SECTION
CLASS 2 RIPRAP - 3' THICK
50' LONG
CLASS 2
RIPRAP
3' THICK
25' LONG PROJECT: SCALE: DATE: 2018-010.001FEBRUARY 19, 2020WETLAND AND BUFFER LOCATION: CLIENT:WAKE FOREST, NCPINELLAS CORP.IASSOCIATES,RAVENRIEST,C&PLAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609 . Phone 919 / 781-0300 . Fax 919 / 782-1288 . Email [e-mail] / Firm #: C-0488NC.IMPACT EXHIBITFRIENDSHIP CHAPEL ROADSHEET NUMBER: F:\LAND PROJECTS\2018-010.001 DAMERON - WAKE FOREST\DRAWINGS\SHEET\IMPACTS\ IMPACTS.DWG , Jul 27, 2020 - 6:27 PM , BWILLLEGEND
JURISDICTIONAL STREAM NO LOSS IMPACT
JURISDICTIONAL STREAM PERMANENT IMPACT
DISTURBED LIMITS WITHIN STREAM BUFFERDL 3 OF 6NORTHVARIESHIGH BAR CREEK LLC
PIN: 1840-76-1824
DB 15086 PG 271
ZONING: CU RMX
PERMANENT STREAM IMPACT AREA
PERMANENT - NO LOSS STREAM IMPACT AREA
RIPARIAN BUFFER ZONE 2 IMPACT AREA
RIPARIAN BUFFER ZONE 1 IMPACT AREA
TEMPORARY STREAM IMPACT AREA
JURISDICTIONAL STREAM TEMPORARY IMPACT
EXISTING GREENWAY
IN NRB ZONE 2.
RELOCATING TO
PEDESTRIAN TUNNEL
EXISTING GREENWAY
IN NRB ZONE 2.
RELOCATING TO
PEDESTRIAN TUNNEL
50' NRB OUTER
BOUNDARY FOR
ZONE 2
50'100'
5'
2.5'
25'75'
1" = 50'(H) 5'(V)
0'
INSTALLED BELOW
EXISTING GRADE OF
CHANNEL
1"= 60'
DISSIPATOR PAD
TOTAL PROPOSED IMPACT SUMMARY:
TOTAL JURISDICTIONAL STREAM IMPACT #1:
DISTURBANCE DURATION
PROPOSED AMOUNT
REMARKS
(LF)(SF)(AC)
PERMANENT 147 2943 0.068 2-9'X8' BOX CULVERTS
PERMANENT - NO LOSS 89 1047 0.024 DISSIPATOR PAD
TEMPORARY 78 892 0.020 DIKE & DEWATERING
ACTIVITIES/INSTALLATION
TOTAL STREAM IMPACT 314 4882 0.112
TOTAL RIPARIAN BUFFER IMPACT #1
PERMANENT - ZONE 1 N/A 17422 0.400 PROP. ROAD/CULVERT
PERMANENT - ZONE 2 N/A 7783 0.179 PROP. ROAD/CULVERT
TOTAL BUFFER IMPACT N/A 25205 0.579
WETLANDS WETLANDS TO BE
IMPACTED
0.88 AC. (3,843 SF)
EXISTING SANITARY
SEWER PIPE IN A
40' WIDE
EASEMENT
TEMPORARY
IMPERVIOUS
DIKE
NOTE : THE CONTRACTOR SHALL
DETERMINE THE MOST
APPROPRIATE METHOD AND
SEQUENCING OF CONSTRUCTION
TO INSTALL THE PRECAST
CONCRETE CULVERTS BASED ON
THE SITE CONDITIONS AT THE TIME
OF CONSTRUCTION. IMPERVIOUS
DIKES OF SANDBAGS WRAPPED IN
AN IMPERVIOUS POLY-FABRIC LINER
OR CORRUGATED VINYL OR SHEET
METAL PILING ALONG WITH A
TEMPORARY CLEAN WATER
DIVERSION CHANNEL ARE ALL
POSSIBLE OPTIONS TO ALLOW THIS
CONSTRUCTION TO BE PERFORMED
IN THE DRY. AFTER THE REMOVAL
OF THE IMPERVIOUS DIKE, THE RIP
RAP CHANNEL LINING AT THE
ENTRANCE TO THE CULVERTS WILL
BE INSTALLED SUCH THAT THE TOP
OF THE RIP RAP CHANNEL LINING IS
AT THE PRE-CONSTRUCTION
ELEVATION OF THE EXISTING
STREAM BED.
TEMP. CLEAN
WATER
DIVERSION
CHANNEL
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50
117.98 L.F.
CONC. BOX
CULVERT/PEDESTRIAN
TUNNEL @ 0.21%
-5.
0
0
%
123.00 L.F.
CONC. BOX
CULVERT @ 0.81%
123.00 L.F.
CONC. BOX
CULVERT @ 0.81%
CB 6
STA 0+13.18
TOP 279.76
INV IN 272.70 (7)
INV OUT 272.20 (6)
8
7
.
5
1

L
.
F
.

1
5
"
R
C
P

@

7
.
0
8
%
CB 3
STA 1+00.69
TOP 275.61
INV IN 264.76 (4)
INV IN 266.00 (6)
INV OUT 264.00 (3)
CB 5
STA 1+87.45
TOP 273.70
INV OUT 267.00 (5)
86.75 L.F
.

1
8
"
RCP @ 2.0
0
%
TEMP B.O.
STA:0+06.21
6" FH
BRANCH
STA:1+09.32
18"
MIN
18"
MIN
36"
MIN
EX. 15" PVC S.S.
PROP
O
S
E
D 1
2"
D.I.
P.
WL
REMOVE EX. BO AND
EXTEND 12" DIP WL
ROADWAY
CB 7
STA 0+13.18
TOP 279.76
INV OUT 273.00 (7)
CB 4
STA 1+87.45
TOP 273.70
INV IN 266.60 (5)
INV IN 266.70 (8)
INV OUT 266.50 (4)
CB 8
STA 4+10.07
TOP 281.01
INV IN 276.85 (9)
INV IN 276.85 (10)
INV OUT 274.49 (8)
CB 9
STA 4+10.25
TOP 281.01
INV OUT 277.12 (9)
18"
MIN
222.6
2

L
.
F
.

1
5"
RCP @

3
.
5
0
%
CULVERTS
SEPARATED BY
2' VERTICALLY
LOWER CULVERT
12" BELOW
EXISTING GRADE
OF CHANNEL
EX.CB 10
STA 5+06.86
TOP 289.17
INV OUT 284.87 (10)
96.5
0 L.F. 1
5"
RCP
@
8.
31
%
240
245
250
255
260
265
270
275
280
240
245
250
255
260
265
270
275
280
285
CULVERT PROFILE PROJECT: SCALE: DATE: 2018-010.001FEBRUARY 19, 2020WETLAND AND BUFFER LOCATION: CLIENT:WAKE FOREST, NCPINELLAS CORP.IASSOCIATES,RAVENRIEST,C&PLAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609 . Phone 919 / 781-0300 . Fax 919 / 782-1288 . Email [e-mail] / Firm #: C-0488NC.IMPACT EXHIBITFRIENDSHIP CHAPEL ROADSHEET NUMBER: F:\LAND PROJECTS\2018-010.001 DAMERON - WAKE FOREST\DRAWINGS\SHEET\IMPACTS\ IMPACTS.DWG , Jul 27, 2020 - 6:21 PM , BWILL4 OF 61"=50'50'100'
5'
2.5'
25'75'
1" = 50'(H) 5'(V)
0'
FILL AREA
EXISTING GRADE
240
245
250
255
260
265
270
275
280
240
245
250
255
260
265
270
275
280
0+00 0+50 1+00 1+50 2+00 2+50
31.56 L.F. 18"
RCP @ 8.00%INV IN: 264.76 (4)INV IN: 266.00 (6)INV OUT: 264.00 (3)CB #3 STA:0+87.56TOP: 275.6186.75 L.F
.

1
8
"
RCP @ 2.0
0
%INV IN: 266.60 (5)INV IN: 266.70 (8)INV OUT: 266.50 (4)CB #4 STA:1+74.32TOP: 273.7027.00 L.F. 15"
RCP @ 1.48%INV OUT: 267.00 (5)CB #5 STA:2+01.32TOP: 273.7012" WL
PROPOSED GRADE
EXISTING
GROUND
INV IN: 261.48 (3)INV OUT: 254.18 (2)ST MH #2 STA:0+56.01TOP: 266.0143.91 L.F. 18"
RCP @ 10.65%
STORM NETWORK PROFILE
18"
MIN
INV. OUT:
249.50CLASS 2 RIPRAP
3' THICK
50' LONG
TIE TO CULVERT
HEADWALL
AND OUTLET
PROTECTION
X
X
X X X X X
X
X
12" DIP WL
1+00 2+00
18"
R
C
P
ST MH
#2 18"RCPCB
#3
18"RCP
15"RCP
CB
#4 15"RCPCB
#5
X
X
X X X X X
X
X
12" DIP WL
PROJECT: SCALE: DATE: 2018-010.001FEBRUARY 19, 2020WETLAND AND BUFFER LOCATION: CLIENT:WAKE FOREST, NCPINELLAS CORP.IASSOCIATES,RAVENRIEST,C&PLAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609 . Phone 919 / 781-0300 . Fax 919 / 782-1288 . Email [e-mail] / Firm #: C-0488NC.IMPACT EXHIBITFRIENDSHIP CHAPEL ROADSHEET NUMBER: F:\LAND PROJECTS\2018-010.001 DAMERON - WAKE FOREST\DRAWINGS\SHEET\IMPACTS\ IMPACTS.DWG , Jul 27, 2020 - 6:24 PM , BWILL5 OF 6VARIES1"=50' HORIZ
1"=5' VERT
1"= 20'NORTHQ10 HGL
Q10 SIZING
HEADWALL
50' RIPARIAN
STREAM BUFFER
BOX CULVERTS
CLASS 2 RIPRAP INSTALLED BELOW
EXISTING GRADE OF CREEK
STORMWATER CALCULATIONS FOR PIPE NETWORK DISCHARGING AT BOX CULVERT HEADWALL OUTLET
ZONE 2
ZONE 1
ZONE 2
ZONE 1
LEGEND
JURISDICTIONAL STREAM NO LOSS IMPACT
JURISDICTIONAL STREAM PERMANENT IMPACT
DISTURBED LIMITS WITHIN STREAM BUFFERDL
PROJECT: SCALE: DATE: 2018-010.001FEBRUARY 19, 2020WETLAND AND BUFFER LOCATION: CLIENT:WAKE FOREST, NCPINELLAS CORP.IASSOCIATES,RAVENRIEST,C&PLAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609 . Phone 919 / 781-0300 . Fax 919 / 782-1288 . Email [e-mail] / Firm #: C-0488NC.IMPACT EXHIBITFRIENDSHIP CHAPEL ROADSHEET NUMBER: F:\LAND PROJECTS\2018-010.001 DAMERON - WAKE FOREST\DRAWINGS\SHEET\IMPACTS\ IMPACTS.DWG , Jul 27, 2020 - 6:25 PM , BWILL6 OF 61"=60'PERMANENT STREAM IMPACT AREA
PERMANENT - NO LOSS STREAM IMPACT AREA
RIPARIAN BUFFER ZONE 2 IMPACT AREA
RIPARIAN BUFFER ZONE 1 IMPACT AREA
TEMPORARY STREAM IMPACT AREA
JURISDICTIONAL STREAM TEMPORARY IMPACT
DISSIPATOR PAD
IMPACT #2
IMPACT #2 SUMMARYNORTHWET POND
IMPACT #3
IMPACT #3 SUMMARY
WET POND
BUFFER ZONE 2 IMPACT AREA 865 SF
BUFFER ZONE 1 IMPACT AREA 519 SF
BUFFER ZONE 2 IMPACT AREA 475 SF
BUFFER ZONE 1 IMPACT AREA 561 SF
1"= 60'1"= 60'IMPACT #4
IMPACT #4 SUMMARY
WET
POND
BUFFER ZONE 2 IMPACT AREA 430 SF
BUFFER ZONE 1 IMPACT AREA 537 SF
1"= 60'NORTHNORTHIMPACT #5
IMPACT #5 SUMMARY
BUFFER ZONE 2 IMPACT AREA 277 SF
BUFFER ZONE 1 IMPACT AREA 0 SF
1"= 60'NORTHSCM OUTLET PIPE
EX. SANITARY
SEWER
ZONE

1
ZONE
2ZONE 2ZONE 1ZONE 2ZONE 1EXISTING
SANITARY
SEWER
SANITARY
SEWER
EXTENSION
IMPACT #6
IMPACT #6 SUMMARY
BUFFER ZONE 2 IMPACT AREA 546 SF
BUFFER ZONE 1 IMPACT AREA 595 SF
1"= 60'NORTHWET
POND
SCM
OUTLET
PIPE
SCM
OUTLET
PIPE
SCM
OUTLET
PIPE
ZONE 2ZONE
1
ZO
N
E

2
ZO
N
E

1
GRAPHIC SCALE
120 3060
1" = 60'
0 18060
50' NRB OUTER
BOUNDARY FOR
ZONE 2
50' NRB OUTER
BOUNDARY FOR
ZONE 2
50' NRB OUTER
BOUNDARY FOR
ZONE 2
WETLANDS

Wildlands Holdings II, LLC · Wildlands Engineering, Inc · 1430 South Mint Street, Suite 104, Charlotte, NC 28203

Neuse 01 Riparian Buffer Credits Statement of Availability

July 17, 2020

High Bar Creek LLC
3336 White Oak Rd.
Raleigh, NC 27609
Attn: Mr. T. Barker Dameron

RE: Availability of Riparian Buffer Credits for the “Friendship Chapel Rd. Subdivision” project
Bank Name: WEI - Neuse 01 Nutrient Offset and Buffer Umbrella Bank / North Fork Little
River Nutrient Offset & Buffer Bank and Wolfe Mitigation Bank Instrument
Bank Site: Buck Swamp Parcel & Caraway Creek Parcel / North Fork Little River & Wolfe
Bank Sponsor: Wildlands Holdings II, LLC / Wildlands Holdings V, LLC (wholly owned by
Wildlands Engineering, Inc.)
DWR Project #: 2012-0144v2, 2012-0144v2 / 2016-0130, 2018-0580
Permittee: Mr. T. Barker Dameron
Riparian Buffer Credits Needed: 53,612 sq. ft.
Riparian Buffer Credits Available: 45,455.27 sq. ft.
Neuse 03020201 River Basin

Dear Mr. Dameron,

Wildlands Holdings II, LLC and Wildlands Holdings V, LLC currently have sufficient riparian buffer credits
from the WEI – Neuse 01 Nutrient Offset & Buffer Bank Buck Swamp Parcel and Caraway Creek Parcel
and the North Fork Little River Nutrient Offset & Buffer Bank and Wolfe Mitigation Bank
Instrument to partially satisfy the riparian buffer mitigation requirements related to the above-
mentioned project. The project is located within the service area (HUC 03020201) of the Bank.

This letter is simply a statement of availability of credits as of the date written. Although current
inventory is high, the letter is not a guarantee of availability as credits will be sold on a first come, first
serve basis. An invoice for this transaction will be sent upon your request and we will formally reserve
both the credits and price quoted for a period of 30 days from the invoice at no cost.

Final transfer of the credits will be made upon receipt of a copy of the 401 Water Quality Certification
Authorization Certificate from the NC Department of Environmental Quality approving the Riparian
Buffer mitigation purchase from the Bank and upon receipt of your payment to Wildlands Holdings II,
LLC. We will then issue a credit transfer certificate verifying your credit purchase to the North Carolina
Division of Water Resources and to you for your records

Wildlands Holdings II, LLC · Wildlands Engineering, Inc · 1430 South Mint Street, Suite 104, Charlotte, NC 28203

We appreciate the opportunity to assist you with your mitigation requirements. Please contact me at
205-807-0800 or [e-mail] if you have any questions or need any additional
information.

Sincerely,

Ian M. Hazelhoff
Wildlands Engineering, Inc.
Land Acquisition
[e-mail]
O: [phone] ex. 120
M: [phone]

Cc: Ms. Katie Merritt, NC DWR (bi-annually)
Mr. Kevin Martin, Soil & Environmental Consultants, PA

Statement of Mitigation Credit Availability
Weaver Farm Nutrient Mitigation Bank
Neuse River Basin 03020201 – Outside Falls Lake July 17, 2020
NC Division of Water Resources

Re: Availability of Riparian Buffer Mitigation Credits
Project: Friendship Chapel Rd Extension We are providing this letter to confirm that 10,237.50 sf of Riparian Buffer Mitigation
Credits (Credits) from the Weaver Farm Nutrient Mitigation Bank (Bank) are currently available and all or a portion may be used, once transferred, for compensatory mitigation relative to the Friendship Chapel Rd Extension project, and as proposed by High Bar
Creek LLC (Applicant). The Applicant may ultimately purchase the Credits, if they are available, following Permit issuance. Should the Applicant purchase the Credits at that time, we will complete and execute the Mitigation Credit Transfer Certificate. We will additionally provide copies of the completed and executed Transfer Form to the Applicant and NC Division of Water Resources. 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

EBX Buffer Mitigation Banks
Statement of Availability July 28, 2020

NC Division of Water Resources
Stephanie Goss
512 N. Salisbury St.
Archdale Building, 9th floor
Raleigh, NC 27604

Re Project: Friendship Chapel Road Extension

This document confirms that High Bar Creek LLC (Applicant) for the Friendship Chapel Road
Extension (Project) has expressed an interest to utilize 8,250.00 Square Feet of Riparian Buffer
Mitigation Credits from one of the following banks, EBX-Neuse I, LLC Neuse Riparian Buffer
Umbrella Mitigation Bank, RES Neuse Buffer and Nutrient Offset Umbrella Mitigation Bank, RES
Poplar Creek Buffer & Nutrient Offset Umbrella Mitigation Bank, or EBX Upper Neuse Riparian Buffer
Umbrella Mitigation Bank. Specific bank sites that may be debited are Buffalo Branch, Selma Mill, Cedar
Grove, Hatley, Ezell, Hannah Bridge, Stone Creek, Meadow Spring, Uzzle, Poplar Creek and Polecat, all
located in HUC 03020201. As the official Bank Sponsor, EBX-Neuse I, LLC and EBX, attests to the fact
that mitigation is available for reservation at this time.
These mitigation credits are not considered secured, and consequently are eligible to be used for alternate
purposes by the Bank Sponsor, until payment in full is received from the Applicant resulting in the
issuance of a Mitigation Credit Transfer Certificate by the bank acknowledging that the Applicant has
fully secured credits from the bank and the Banker has accepted full responsibility for the mitigation
obligation requiring the credits/units.
The Banker will issue the Mitigation Credit Transfer Certificate within three (3) days of receipt of the
purchase price. Banker shall provide to Applicant a copy of the Mitigation Credit Transfer Certificate and
a documented copy of the debit of credits from the Bank Official Credit Ledger(s), indicating the permit
number and the resource type secured by the applicant. A copy of the Mitigation Credit Transfer
Certificate, with an updated Official Credit Ledger will also be sent to regulatory agencies showing the
proper documentation.
Please contact me at 919-209-1075 or [e-mail] if you have any questions.
Best,

Caitlan B. Parker
Resource Environmental Solutions, LLC
3600 Glenwood Avenue, Suite 100
Raleigh, NC 27612
Bank Sponsor – EBX-Neuse I, LLC and Environmental Banc & Exchange (EBX)