20190374 Ver 1_PCN Form Submission_20190322

DXR ,
pbblen of wMer Resources
Pre -Construction Notification (PCN) Form
September 29, 2018 Ver 3
Initial Review
Has this project met the requirements for acceptance into the review process?*
r, Yes
r No
Is this project a public transportation project?*
r Yes O No
Change only if needed.
BIMS # Assigned*
Version#*
20190374
1
Is a payment required for this project?
C No payment required
What amout is owed?*
r Fee received
r $240.00
G Fee needed - send electronic notification
r $570.00
Reviewing Office* Select Project Reviewer*
Raleigh Regional Office - [phone] Stephanie Goss:eads\szgoss
Information for Initial Review
1a. Name of project:
Briar Gate Subdivision
1a. Who is the Primary Contact?*
Deborah Shirley
1 b. Primary Contact Email:*
[e-mail]
Date Submitted
3/22/2019
Nearest Body of Water
Basal Creek [(Bass Lake, (Mills Pond)] 27-43-15-3
Basin
Neuse
Water Classification
B;NSW
Site Coordinates
Latitude:
35.603054
Longitude:
-78.818504
tc. Primary Contact Phone:*
[phone]
A. Processing Information W
County (or Counties) where the project is located:
Wake
Is this project a public transportation project?*
C Yes G No
1a. Type(s) of approval sought from the Corps:
V Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r- Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
1 b. What type(s) of permit(s) do you wish to seek authorization?
P 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 C No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
18
1d. Type(s) of approval sought from the DWR:
V 401 Water Quality Certification - Regular
r Non -404 Jurisdictional General Permit
r Individual Permit
29 - Residential Developments
1e. Is this notification solely for the record because written approval is not required?
For the record onlyfor DWR 401 Certification:
For the record only for Corps Permit:
r 401 Water Quality Certification - E)press
V Riparian Buffer Authorization
1f. Is this an after -the -fact permit application? *
O Yes C No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
C Yes O No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
O Yes O No
Acceptance Letter Attachment
O Yes C No
O Yes C No
1h. Is the project located in any of NC's twenty coastal counties?
O Yes C No
1j. Is the project located in a designated trout watershed?
O Yes C No
B. Applicant Information C)
1d. Who is applying for the permit?
❑ Owner [Z Applicant (other than owner)
le. Is there an Agent/Consultant for this project?
O Yes O No
2. Owner Information
2a. Name(s) on recorded deed:
Larue Mathews Pate, Lisa Powell
2b. Deed book and page no.:
Book 16213, Page 191
2c. Responsible party:
2d. Address
Street Address
7009 Rouse Rd
Address Line 2
oty
Holly Springs
Postal / Zip Code
27540
2e. Telephone Number:
[phone]
2g. Email Address:*
Bruce. [e-mail]
2a. Name(s) on recorded deed:
POWELL, CHRISTINE M
2b. Deed book and page no.:
Book 15084, Page 1153
Site / Rovince / R>gion
NC
Country
United States
2f. Fax Number:

2c. Responsible party:
2d. Address
Street Address
1804 PHELPS WEST RD
Address Line 2
CKY
Fuquay-Varina
Rstal / Zip lode
27526
2e. Telephone Number:
[phone]
2g. Email Address:*
Bruce. [e-mail]
3. Applicant Information (if different from owner)
3a. Name:
Bruce Herbert
3b. Business Name:
Royal Oaks Building Group, LLC
3c.Address
Street Address
1210 Trinity Rd., Suite 102
Address Line 2
aty
Cary
Rstal / 21p Code
27513
3d. Telephone Number:
[phone]
3f. Email Address:*
[e-mail]
C. Project Information and Prior Project History
1. Project Information
1b. Subdivision name:
(if apprqpiate)
1c. Nearest municipality/ town:
Fuquay-Varina, NC
2. Project Identification
2a. Property Identification Number:
0657446163 & 0657336137
2c. Project Address
Street Address
5311 & 5375 Old Powell Rd.
Address Lire 2
CoY
Holly Springs
Postal / Zip Code
27540
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Basal Creek [(Bass Lake, (Mills Pond)] 27-43-15-3
3b. Water Resources Classification of nearest receiving water:*
B;NSW
Slate / Rovince / Rtion
NC
Country
United States
2f. Fax Number:
State / Rovince / Rtion
NC
Country
United States
3e. Fax Number:
2b. Property size:
73.13 acre (project bondary); 1.42 acre
(offsite easement)
State/ Rovince / legion
NC
Country
United States

3c. What river basin(s) is your project located in?*
Neuse
3d. Please provide the 12 -digit HUC in which the project is located.
030202010901
4. Project Description and History
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:*
Existing conditions on the site consist of agricultural and Wooded land, with no structures and several gravel roads. A stream system with adjacent wetlands and ponds flows along the
eastern property boundary. The offsite sewer easement lies between this stream system (UT to Basal Creek) and moderate -density residential land and existing sanitary sewer
easement. General land use in the vicinity of the project is a mix of agricultural, residential, and industrial.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
C Yes O No C Unknown
4d. Attach an 8 1/2X11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
USGS.pdf
957.58KB
4e. Attach an 8 1/2X11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
SS.pdf 283.96KB
4f. List the total estimated acreage of all existing wetlands on the property:
Approximately 8.8 acres, and 0.4 acre in open waters Within project boundaries; Approximately 0.04
acres within offsite easement
4g. List the total estimated linear feet of all existing streams on the property:
Approximately 880 LF within project boundaries; and 24LF within offsite easement
4h. Explain the purpose of the proposed project:*
The purpose of the proposed project is to provide utilities and necessary infrastructure for a residential 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 residential development, including but not limited to roads, utilities (onsite and offsite), stormweter facilities, residential structures
and associated facilities. Specifically, there tm (2) Wetland impacts for a stornmater facility, eight (8) wetland impacts for the onsite and offsite sanitary sewer construction, one (1)
offsite stream impact for a sanitary sewer crossing, and nine (9) parallel riparian buffer impact areas for the offsite sanitary sewer construction and one riparian buffer impact for the
grading associated with a constructed stormwater Wetland and grading in Zone 2 only. Equipment to be utilized will include excavators, bull dozers, pavers, Bore & Jack equipment and
other typical equipment used for land clearing, construction, excavation and Bore & Jack sewer installation.
4j. Please upload project drawings for the proposed project.
2019.03.22.S&EC Combined Set.pdf 25.49MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas? *
O Yes C No
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made?
O Preliminary C Approved C Not Verified C Unknown C WA
Corps AID Number:
AID No. not issued to date, PJD package sent on March 18, 2018
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Steven Ball
Agency/Consultant Company: Soil & Environmental Consultants, PA
Other:
C Unknown
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR
USACE: Site visit to confirm jurisdictional waters with James Lastinger on April 2, 2018; NCDWR: Site visit to confirm Neuse Riparian Buffers by Laura Robertson on October 31, 2016
(NBRRO# 16-347), Neuse Riparian Buffers for the offsite easement were confirmed by Cheng Zhang on August 27, 2018 (NBRRO #18-273).
5411. Jurisdictional determination upload
Old Powell Road Properties DWR letter.pdf 8.02MB
Powell Properties (Sewer) DWR lefter.pdf 7.8MB
6. Future Project Plans
6a. Is this a phased project?*
O Yes C No
7b. If yes, explain.
The project will be phased during construction. The sanitary sewer and offsite sanitary sewer will be constructed during Phase 1. See Overall Site Plan C1.0 for phasing plan.

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 projector related activity?
There are no other Department of the Army authorizations needed to my knowledge.
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
m Wetlands ® Streams -tributaries ® Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
2a1 Reason(?)
2b. Impact type * M
2c. Type of W. *
2d. W. name *
2e. Forested *
2f. Type of
2g. Impact
Jurisdicition*(?)
area*
W1 -2A
Utility Crossing -
P
Headwater Forest
W1
No
Both
0.019
Permant/No Permanent
(acres)
Loss
W1 -2B
Utility -Construction
T
Headwater Forest
W1
No
Both
0.010
Corridor
(acres)
W1 -3A
SCM Fill
P
Headwater Forest
W1
No
Both
0.065
(acres)
W1-36
SCM -Construction
T
Headwater Forest
W1
Both
0.008
Corridor
(acres)
W1 -4A
SCM Fill
P
Headwater Forest
W1
No
Both
0.008
(acres)
W1 46
SCM-C
T
Headwater Forest
W1
Both
0(acres)
Cor doonstruction
W2 -7A
Utility Crossing -
P
Bottomland Hardwood Forest
W2
Yes
Both
0.057
Permant/No Permanent
(acres)
Loss
W2 -7B
Utility-ConstructionT
Bottomland Hardwood Forest
W2
Yes
Both
0.040
Corridor
(acres)
W3 -9A
Utility Crossing -
P
Bottomland Hardwood Forest
W3
Yes
Both
0.028
Permant/No Permanent
(acres)
Loss
W3 -9B
Utility -Construction
T
Bottomland Hardwood Forest
W3
Yes
Both
0.017
Corridor
(acres)
W4 -12A
Utility Crossing -
P
Bottomland Hardwood Forest
W4
Yes
Both
0.007
Permant/No Permanent
(acres)
Loss
W4-126
Utility -Construction
T
Bottomland Hardwood Forest
Yes
Both
0.006
Corridor
�W4
(acres)
W5 -14A
Utility Crossing -
P
Bottomland Hardwood Forest
W5
Yes
Both
0.001
Permant/No Permanent
(acres)
Loss
W5-146
Utility -Construction
T
Bottomland Hardwood Forest
W5
Yes
Both
0.004
Corridor
(acres)
W5 -15A
Utility Crossing -
P
Bottomland Hardwood Forest
W5
Yes
Both
0.178
Permant/No Permanent
(acres)
Loss
W5-156
Ltility-Construction
T
Bottomland Hardwood Forest
W5
Yes
Both
0(26)
W5 -16A
Utility Crossing -
P
Bottomland Hardwood Forest
W5
Yes
Both
0.020
Permant/No Permanent
(acres)
Loss
W5 -16B
Utility -Construction
T
Bottomland Hardwood Forest
W5
Yes
Both
0.019
Corridor
(acres)
WS -17A
Utility Crossing -
P
Non -Tidal Freshwater Marsh
W5
No
Both
0.056
Permant/No Permanent
(acres)
Loss
W5-176
Utility -Construction :]Tff.
hwater Marsh
W5
T
Both
0.036
Corridor
(acres)

2g. Total Temporary Wetland Impact 2g. Total Permanent Wetland Impact
0.272 0.439
2g. Total Wetland Impact
0.711
2h. Comments:
Temporary wetland impacts Will be brought back to pre-cwnstruation contours and re -vegetated Wth a wetland seed mix.
3. Stream Impacts
113a. 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*
fl
K18: Utility Crossing Temporary Other Stream t+Ui to Basal Creek Perennial Both 8 45
Aver�e(feet) (ir�rfeet)
31. Total jurisdictional ditch impact in square feet:
6c. Per or Temp.
0
6e. Buffer mitigation required?
No
3i. Total permanent stream impacts:
31. Total temporary stream impacts:
0
45
31. Total stream and ditch impacts:
Yes
45
0
3j. Comments:
P
Temporary stream impact will be brought back to pre -construction stream bed elevation and the stream banks will be stabilized.
6. Buffer Impacts (for DWR)
0
6a. Project is in which protect basin(s)?
BZ2-6-Utility-Parallel
Check all that apply.
UT to Basal Creek
V Neuse
❑ Tar -Pamlico
r Catawba
❑ Randleman
F Goose Creek
❑ Jordan Lake
r Other
30
6b. Impact Type
11
BZ2-1-SCM Grading & Grading, revegetation in ��P
Zone 2
6c. Per or Temp.
6d Stream name
11
Ui to Basal Creek
6e. Buffer mitigation required?
No
6f. Zone 7 impact
1
0
6g. Zone 2 impact
2,348
BZ1-5-Utility-Parallel
P
UT to Basal Creek
Yes
2,655
0
BZ2-5-Utility-Parallel
P
LIT to Basal Creek
No
0
2,685
BZ2-6-Utility-Parallel
P
UT to Basal Creek
No
0
718
BZ1-8-Utility-Parallel
P
Ui to Basal Creek
Yes
30
0
IM -8 -Utility -Parallel
P
UT to Basal Creek
No
0
1,385
BZ2-10-Utility-Parallel
P
LIT to Basal Creek
No
0
1,546
BMA 1 -Utility -Parallel
P
UT to Basal Creek
No
0
2,415
672 -13 -Utility -Parallel
P
UT to Basal Creek
No
0
734
IM -15 -Utility -Parallel
P
Ui to Basal Creek
No
0
3,623
BZ1-16A-Utility-Parallel
P
UT to Basal Creek
Yes
2,326
0
BZ1-166-Utility-Parallel
P
UT to Basal Creek
Yes
258
0
BZ2-16A-Utility-Parallel
P
UT to Basal Creek
No
0
6,424
BZ1-17A-Utility-Parallel (non -perpendicular)
P
UT to Basal Creek
Yes
2,641
0
BZ2-1713-1-1tility-Parallel I (non -perpendicular)
P
UT to Basal Creek
No
0
977
6h. Total buffer impacts:
Zone 1 Zone 2
Total Temporary impacts: 0.00 0.00
Zone 1 Zone 2
Total Permanent impacts: 7,910.00 22,855.00

Zone 1 Zone 2
Total combined buffer impacts: 7,910.00 22,855.00
61. Comments:
Supporting Documentation
2019.03.19. Briar Gate Wetland Impact Exhibits.pdf 9.28MB
E. Impact Justification and Mitigation C^)
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
S&EC completed a wetland delineation and Neuse River Buffer evaluation for the entire property in order to identify natural resources so that impacts
could be avoided & minimized to the mabmum extent practicable. The only proposed permanent loss impact for the project are two (2) non -forested
wetland fingers (Impacts W1 -3A & W1 -4A) for a stormwater control measure (SCM). The applicant is proposing to utilize a Nationwide Permit 18 for this
0.07 acres of wetland fill, and is proposing compensatory mitigation at a 2:1 ratio. In addition to the permanent loss impacts for the SCM's, the
applicant is proposing temporary wetland impacts for construction activities (Impacts W1 -3B & W1 -4B). All other proposed wetland impacts onsite and
offsite are for a sanitary sewer connection. Proposed wetland impacts within the permanent maintenance corridor were identified as "permanent -no
permanent loss" impacts and compensatory mitigation at a 1:1 ratio is being proposed. On the southern side of the property, connecting sanitary
sewer from Phase 1 to Phase 3, the applicant is proposing the Bore & Jack construction method within a high quality wetland. Temporary wetland
impacts are proposed on either side of the permanent maintenance corridor to allowfor construction activities and equipment turn -around. Offsite at
the northern most portion of the sanitary sewer connection, there is a proposed temporary stream impact for an open -cut sanitary sewer impact. And
finally, the remaining impacts are to riparian buffers. Compensatory mitigation is proposed for all parallel (non -perpendicular) riparian buffer impacts to
Zone 1, minus the areas where wetland mitigation is being proposed. The offsite sanitary sewer connection was along an eAsting easement, the
easement was shifted to avoid/minimize impacts to wetland and Zone 1 riparian buffer to the ma>amum e)dent practicable. The entire offsite utility
easement resides behind eAsting residential so avoidance of all impacts was not feasible. Temporary wetland impacts will be brought back to pre -
construction contours and re -vegetated with a wetland seed mix, and the temporary stream impact will be brought back to pre -construction stream bed
elevation and the stream banks will be stabilized.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Typical Erosion & Sediment control measures will be utilized to avoid/minimize sediment leaving the site and easement.
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?
O Yes 6 No
2c. If yes, mitigation is required by (check all that apply):
❑ DWR ® Corps
2d. If yes, which mitigation option(s) will be used for this project?
m Mitigation bank ❑ Payment to in -lieu fee ❑ Permittee Responsible
program Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
EBX Neuse sponsored Neu -Con Wetland & Stream Umbrella Mitigation Bank, specifically from the
Arrington Bridge III Site;
3b. Credits Purchased/Requested (attach receipt and letter)
Type: Quantity:
Riparian wetland 0.52
Attach Receipt and/or letter
Neu -Con SOA - Arrington Bridge III - Briar Gate Subdivision.pdf
145.63KB
3c. Comments
Mitigation proposed: Permanent loss wetland impacts @ 2:1 mitigation ratio (0.07 x 2 = 0.14 acres); Permanent -no Permanent loss wetland impacts @
1:1 mitigation ratio (0.365 acres)
6h. Attach the acceptance letter from the mitigation bank or NC Division of Mitigation Services.
Buffer SOA - Briar Gate Subdivision.pdf 124.87KB
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?
0 Yes 0 No

What type of SCM are you providing?
❑ Level Spreader
❑ Vegetated Conveyance (lower SHWT)
❑ Wetland Swale (higher SHWT)
m Other SCM that removes minimum 30% nitrogen
❑ Proposed project will not create concentrated stormwater flowthrough the buffer
Diffuse Flow Documentation
Post-DeV.pdf
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?
C Yes G No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
CYes rNo
3.63MB
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?
O Yes C No
2d. Which of the following stormwater management program(s) apply:
P Local Government ❑ State
Local Government Stormwater Programs
P Phase II W NSW ❑ USMP ❑ Water Supply
Please identify which local government stormwater program you are using.
Town of Fuquay-Varina
Comments:
(4) Wet Detention Ponds, and (1) Stormwater Wetland proposed
G. Supplementary Information C)
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
C Yes C No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 21-1.0500), Isolated Wetland Rules (15A NCAC 21-1.1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B.0200)?*
C Yes ES No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
C Yes C 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 Briar Gate Subdivision project is a residential development. Additionally, the project is located within Fuquay-Varina
jurisdiction, 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
to "diffuse flow" requirements at a minimum and could require Best Management Practices that control nitrogen if diffuse flow cannot be achieved; and
finally 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?*
f- Yes r No C VA
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.
Non -discharge to WWTP; Terrible Creek WWTP, Permit # NC0066516, total capacity 3MGD, ±2MGD available capacity.
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?*
C Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
C Yes r No
5d. Is another Federal agency involved?*
C Yes C No
5e. Is this a DOT project located within Division's 1-8?
C Yes r No
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
r Yes C No
5g. Does this project involve bridge maintenance or removal?
C Yes r No
Sh. Does this project involve the construction/installation of a wind turbine(s)?*
C Yes r No
r Unknown
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.?
C Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
North Carolina Natural Heritage Program. 2019. Geographic Information System (GIS) data. NCDNCR, Raleigh, NC. Available at http://www.ncnhp.org/.
(Accessed: March 4, 2019).
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?*
C 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?*
C Yes IT 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 was referenced on March 4, 2019. No historic listings, study list entries, or determined
eligible listings were identified with the property.
7c. Historic or Prehistoric Information Upload
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
C Yes r No
8c. What source(s) did you use to make the floodplain determination?*
The NC Floodplain Mapping Program's Flood Risk Information System was referenced, in addition to confirmation from the project engineer.
Miscellaneous U
Comments
Miscellaneous attachments not previously requested.
Signature
GJJ 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:
Deborah E. Shirley
Signature
Date
3/22/2019

fires
EBX Buffer Mitigation Banks
Statement of Availability March 22, 2019
NC Division of Water Resources
Stephanie Goss
512 N. Salisbury St.
Archdale Building, 9th floor
Raleigh, NC 27604
Re Project: Briar Gate Subdivision
This document confirms that Royal Oaks Building Group, LLC (Applicant) for the Briar Gate
Subdivision (Project) has expressed an interest to utilize 12,831 Sguare 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, or EBX
Upper Neuse Riparian Buffer Umbrella Mitigation Bank. Specific bank sites that may be debited are
Arrington Bridge I, Buffalo Branch, Selma Mill, Cedar Grove, Hatley, Ezell, Polecat, Hannah Bridge,
Meadow Spring, and Stone Creek, all located in HUC 03020201. As the official Bank Sponsor, EBX-
Neuse 1, 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 cparkergres.us if you have any questions.
Best Regards,
J �' f� FT�
Caitlan B. Parker
Resource Environmental Solutions, LLC
302 Jefferson Street, Suite 110
Raleigh, NC 27605
Bank Sponsor — EBX-Neuse I, LLC and Environmental Banc & Exchange (EBX)

Environmental Consultants,
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615 • Plione: (914) 840-59 • Par. [phone]
sandec.com
PROPERTY OWNER CERTIFICATION 1 AGENT AUTHORIZATION
Project Name/Description:
Date:
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
69 Darlington Avenue
Wilmington, NC 28403
Attn: Field Office:
S&EC Project #
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: j
Parcel Index Number(s) (PIN): 6 5 Sp
Site Address: 2:1 1 0 ( 0
City, County, State: o S G 2_75vo
PROPERTY OWNER INFORMATION:
Name: T- 0�_ 1
Mailing Address:
Telephone Number:
Property Owner (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.

Water Resources
ENVIRONMENTAL QUALITY
November 1, 2016
Larue Powell Pate & Lisa Powell
7009 Rouse Road
Holly Springs, NC 27540
Christine M. Powell, Trustee
1804 Phelps West Road
Fuquay Varina, NC 27526
PAT MCCRORY
Govermmr
DONALD R. VAN DER VAART
Se"'return
S. JAY ZIMMERMAN
Subject: Buffer Determination
NBRRO #16-347
Wake County
Determination Type:
Buffer Call
Isolated or EIP Call
® Neuse (I 5A NCAC 2B .0233)
❑ Ephemeral/Intermittent/Perennial
❑ Tar -Pamlico (15A NCAC 2B .0259)
Determination
❑ Jordan (15A NCAC 2B .0267)
❑ Isolated Wetland Determination
Project Name:
Location/
Directions:
Subject Stream
Old Powell Road Properties
5311 Old Powell Road, Fuquay Varina, NC
5375 Old Powell Road, Fuquay Varina, NC
UT to Basal Creek
Determination Date: October 31, 2016 Staff: Laura Robertson
State of North Carolina I Environmental Quality I Water Resources
1628 Mail Service Center I Raleigh, North Carolina 27699-1628
919 791 4200
Direr -for

*EJUP - Ephemeral/Intermittent/Perennial
Explanation: Feature A was present on the property; it begins as an ephemeral channel and
becomes intermittent about halfway to the confluence of Feature B. The transition is marked
onsite with DWR and Timmons flagging. Feature B was present only as an ephemeral channel,
all the way to the confluence with Feature A.
Feature C is a pond that has at least one subject channel entering it. Therefore, the ponded area
edge is subject to the buffer rules. DWR determined that the pond extends to the first elevated
beaver impoundment.
Feature D is present on the NRCS Soil Survey and the USGS Topo Map as a stream, however,
based on field evidence and historical aerial photography, the stream on the property is
composed of three large, distinct beaver impoundments. These are easily recognizable from
aerial imagery.
**The distinction between the buffer edge and wetland area can be roughly made via aerial
imagery for the edges of vegetation. See aerial image with outlines roughly drawn of buffered
area.
There may be other streams located on your property that do not show up on the maps referenced
above but, still may be considered jurisdictional according to the US Army Corps of Engineers
and/or to the Division of Water Resources (DWR).
This on-site determination shall expire five (5) years from the date of this letter. Landowners or
affected parties that dispute a determination made by the DWR or Delegated Local Authority
may request a determination by the Director. An appeal request must be made within sixty (60)
days of date of this letter or from the date the affected party (including downstream and/or
adjacent owners) is notified of this letter. A request for a determination by the Director shall be
referred to the Director in writing c/o Karen Higgins, DWR WeBSCaPe Unit, 1650 Mail Service
Center, Raleigh, NC 27699.
This determination is final and binding unless, as detailed above, you ask for a hearing or appeal
within sixty (60) days.
The owner/future owners should notify the Division of Water Resources (including any
other Local, State, and Federal Agencies) of this decision concerning any future
correspondences regarding the subject property (stated above). This project may require
a Section 404/401 Permit for the proposed activity. Any inquiries should be directed to the
Division of Water Resources (Central Office) at (919)-807-6300, and the US Army Corp of
Engineers (Raleigh Regulatory Field Office) at (919)-554-4884.
Not
Subject
Subject
E/UP*
Start@
Stop@
NRCS
USGS
To
To Buffers
Soil Survey
Topo
Buffers
Feature A
X
I
Flagging
Feature C
X
Feature B
X
E
X
Feature C -
X
p
Water edge
Water edge
X
Pond
Feature D**
X
P
Feature C
North of site
X
*EJUP - Ephemeral/Intermittent/Perennial
Explanation: Feature A was present on the property; it begins as an ephemeral channel and
becomes intermittent about halfway to the confluence of Feature B. The transition is marked
onsite with DWR and Timmons flagging. Feature B was present only as an ephemeral channel,
all the way to the confluence with Feature A.
Feature C is a pond that has at least one subject channel entering it. Therefore, the ponded area
edge is subject to the buffer rules. DWR determined that the pond extends to the first elevated
beaver impoundment.
Feature D is present on the NRCS Soil Survey and the USGS Topo Map as a stream, however,
based on field evidence and historical aerial photography, the stream on the property is
composed of three large, distinct beaver impoundments. These are easily recognizable from
aerial imagery.
**The distinction between the buffer edge and wetland area can be roughly made via aerial
imagery for the edges of vegetation. See aerial image with outlines roughly drawn of buffered
area.
There may be other streams located on your property that do not show up on the maps referenced
above but, still may be considered jurisdictional according to the US Army Corps of Engineers
and/or to the Division of Water Resources (DWR).
This on-site determination shall expire five (5) years from the date of this letter. Landowners or
affected parties that dispute a determination made by the DWR or Delegated Local Authority
may request a determination by the Director. An appeal request must be made within sixty (60)
days of date of this letter or from the date the affected party (including downstream and/or
adjacent owners) is notified of this letter. A request for a determination by the Director shall be
referred to the Director in writing c/o Karen Higgins, DWR WeBSCaPe Unit, 1650 Mail Service
Center, Raleigh, NC 27699.
This determination is final and binding unless, as detailed above, you ask for a hearing or appeal
within sixty (60) days.
The owner/future owners should notify the Division of Water Resources (including any
other Local, State, and Federal Agencies) of this decision concerning any future
correspondences regarding the subject property (stated above). This project may require
a Section 404/401 Permit for the proposed activity. Any inquiries should be directed to the
Division of Water Resources (Central Office) at (919)-807-6300, and the US Army Corp of
Engineers (Raleigh Regulatory Field Office) at (919)-554-4884.

If you have questions regarding this determination, please feel free to contact Laura Robertson at
[phone].
Re pec fully,
Danny Smith, Supervisor
Water Quality Section
Raleigh Regional Office
cc: RRO/SWP File Copy
Justin Milstein, Timmons Group, Inc. 5410 Trinity Road, Ste. 102,
Raleigh, NC 27607

NBRRO#16-347
10-31-2016
*See aerial
photo map
OUNTY. NORTH CAROLINA - SHEET NUMBER 97

N BRRO#16-347
10-31-2016

-11 Rd
I-------Lrj[Lie-Seav fj al
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P01 "A", SCM #2 — WET DETEN A0N POND
CN — 83
TOTAL DRAINAGE AREA = 8.38 AC
TOTAL IMPERVIOUS AREA = 4.23 AC
IMPERVIOUS .`ii' = 50.4%
I
\
/JIj �� C ' •...C!ei ��ei ��ei O1ei �
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Total.
DescriptionArea (AC) CN
7.95 62 Row Crops, Contoured &
Terraced, Good Condition,
HSG A
T FUO AY -VA INA
SPENCE FARM RD
TWIN LAKE DR „
OLD POW ELL RD a
N�
SITE w
WILBON RD a
m
VICINIT OT TO LE
TOTALPOI 'A, SCA4 #1 — WET OVENTION POND
/-
TOTAL IMPERWOUS
IMPEF
Post -Development
Drainage Area Map
Briar Gate Subdivision
Fuquay—Varina, North Carolina
/\ 300' 0 300' 600'
SCALE: 1"=300' (Horiz.)
NORTH
v
v NI�I�VI�QREED
200 MacKenan Court, Suite 200
Cary, North Carolina 27511
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com

September 5, 2018
Larue Powell Pate & Lisa Powell
7009 Rouse Road
Holly Springs, NC 27540
Christine M. Powell, Trustee
1804 Phelps West Road
Fuquay-Varina, NC 27526
ROY COOPER
Governor
MICHAEL S. REGAN
Secretaty
LINDA CULPEPPER
Interim Director
Subject: Surface Water Determination Letter
NBRRO#18-273
Wake County
Determination Type:
Buffer Call
Isolated or EIP Call
® Neuse (15A NCAC 2B .0233)
Pond E
X
❑Ephemeral/Intermittent/Perennial Determination
❑ Tar -Pamlico (15A NCAC 2B .0259)
❑ Isolated Wetland Determination
❑ Jordan (15A NCAC 2B .0267)
X
Project Name:
Location/Directions:
Subject Stream:
Powell Properties (Sewer)
The projected area is multiple parcels off Old Powell Road, in Holly
Springs, Wake County
I iTs tn Rasal Creek
Determination Date: 8/27/2018
Staff: Cheng Zhang
Stream
E/UP* Not Subject Subject to Start@
to Buffers Buffers
Stop@ Soil
Survey
USGS
To o
Pond E
X
X
X
F
** X
X
X
G
I XX
X
H
P X
X
1 X
*E111P = Ephemeral/Intermittent/Perennial
** Wetland
Explanation: The feature(s) listed above has or have been located on the Soil Survey of Wake County, North
Carolina or the most recent copy of the USGS Topographic map at a 1:24,000 scale. Each feature that is checked
"Not Subject" has been determined not to be a stream or is not present on the property. Features that are checked
"Subject" have been located on the property and possess characteristics that qualify it to be a stream. There may be
other streams located on your property that do not show up on the maps referenced above but, still may be
considered jurisdictional according to the US Army Corps of Engineers and/or to the Division of Water Resources
(DWR).
Division of Water Resources, Raleigh Regional Office, Water Quality Operations Section http://tleq.nc.gov/about/divisions!water-resources
1628 Mail Service Center, Raleigh, NC 27699-1628 Phone: [phone]
Location: 3800 Barrett Drive, Raleigh, NC 27609 Fax: [phone]

Powell Properties (Sewer)
Wake County
8/27/2018
Page 2 of 2
This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected parties that
dispute a determination made by the DWR or Delegated Local Authority may request a determination by the
Director. An appeal request must be made within sixty (60) days of date of this letter or from the date the affected
party (including downstream and/or adjacent owners) is notified of this letter. A request for a determination by the
Director shall be referred to the Director in writing If sending via US Postal Service c/o Karen Higgins DWR — 401 &
Buffer Permitting Unit 1617 Mail Service Center Raleigh, NC 27699-1617. If sending via delivery service (UPS, FedEx,
etc.) Karen Higgins DWR — 401 & Buffer Permitting Unit, 512 N. Salisbury Street Raleigh, NC 27604
This determination is final and binding unless, as detailed above, you ask for a hearing or appeal within sixty (60)
days.
The owner/future owners should notify the Division of Water Resources (including any other Local, State, and
Federal Agencies) of this decision concerning any future correspondences regarding the subject property (stated
above). This project may require a Section 404/401 Permit for the proposed activity. Any inquiries should be
directed to the Division of Water Resources (Central Office) at (919)-807-6300, and the US Army Corp of Engineers
(Raleigh Regulatory Field Office) at (919)-554-4884.
If you have questions regarding this determin 'on, please feel free to contact Cheng Zhang at [phone].
Si ere ,
yDanny Smith
Supervisor, Water Quality Regional Operations Center
cc: RRO DWR File Copy

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Project Number: Map Title: � N
13457.W1 0 1,000 2,000
Project Manager: Figure 2- Soil Survey Map I I I I I I I I I
SB Powell Property Feet
Scale: 1 1000' Wake County, NC
" = •
Source:Wake County Noll & Environmental Consultants, PA
Date: Mi 12 Y'.ul ur N—N-4 S.i. I" R.36gh. CC 2M,I 5 -nam -('919)1 59 -F—(919) 9J&
3/29/18 Soil Survey Sheets 90 & 97 —

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0 1,000 2,000
Project Manager: I i i i I i i i I
SB Powell Property Feet
Scale: 1 1000'
Wake County, NC RM ff— A
" =
Source: NC USGS "11& Environmental Consultants, PA
Date• M%J L2 .m oC\ewe Nand, S.i1 104, R06gh.\C 27675•Ph—n 919)Fi SW0 F..: (919)
3/29/18 Fuquay-Varina Quad -3—

• ���'. ` +� 1111 1
I �!� •' /�+111 .. ._ ♦i.....
MPACT #11
IMPACT # ^N
r MPACT #10 1
IMPACT #I-
MPACT #8
MPACT #6
ITTLE
BEA VERDAM CT !�=—IMPACT #5 .
y ooh o�oo_00000000 000°
0 0
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0
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e NO IMPACTS PROPOSED
......................._- _-
c
° J
v WETLAND & RIPARIAN BUFFER Scale: 1"=600'
v*MCKIM&CREED
1730 Varsity Drive, Suite 500
IMPACT OVERALL MAP 11
Raleigh, North Carolina 27606 Date:
0: 919.233.8091 F: 919.233.8031 Briar Gate Subdivision March 15, 2019

WETLAND IMPACTS - PERMANENT
AREA CLASSIFICATION SQUARE FOOTAGE
W1 -3A SCM FILL 2,865
W1 -4A SCM FILL 351
TOTALI 3,216
WETLAND IMPACTS - PERMANENT -NO PERMANENT LOSS
AREA
CLASSIFICATION
SQUARE FOOTAGE
W1 -2A
SEWER INSTALL
852
W2 -7A
SEWER INSTALL
2,500
W3 -9A
SEWER INSTALL
1,208
W4 -12A
SEWER INSTALL
288
W5 -14A
SEWER INSTALL
36
W5 -15A
SEWER INSTALL
7,738
W5 -16A
SEWER INSTALL
858
W5 -17A
SEWER INSTALL
2,457
W5-1613
SEWER INSTALL
813
W5-1713
TOTALI
15,937
WETLAND IMPACTS -TEMPORARY
AREA
CLASSIFICATION
SQUARE FOOTAGE
W1-213
SEWER INSTALL
440
W1-313
SCM CONST
346
W1-413
SCM CONST
243
W2-713
SEWER INSTALL
1,739
W3-913
SEWER INSTALL
733
W4-1213
SEWER INSTALL
292
W5-1413
SEWER INSTALL
184
W5-1513
SEWER INSTALL
5,503
W5-1613
SEWER INSTALL
813
W5-1713
SEWER INSTALL
1,569
TOTALI
11,862
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
0:919.233.8091 F: 919.233.8031
RIPARIAN BUFFER IMPACTS - ZONE 1 (INCLUDES WETLANDS)
AREA
CLASSIFICATION
SQUARE FOOTAGE
BZ1-5
SEWER INSTALL
2,655
BZ1-8
SEWER INSTALL
30
BZ1-16A
SEWER INSTALL
2,326
BZ1-1613
SEWER INSTALL
258
BZ1-17A
SEWER INSTALL
2,641
BZ2-11
TOTAL
7,910
RIPARIAN BUFFER IMPACTS - ZONE 1 (NOT IN WETLANDS)
AREA CLASSIFICATION
SQUARE FOOTAGE
BZ1-16A SEWER INSTALL
1,236
BZ1-17A SEWER INSTALL
98
TOTAL
1,334
RIPARIAN BUFFER IMPACTS - ZONE 2
AREA
CLASSIFICATION
SQUARE FOOTAGE
BZ2-1
SCM FILL
2,348
BZ2-5
SEWER INSTALL
2,685
BZ2-6
SEWER INSTALL
718
BZ2-8
SEWER INSTALL
1,385
BZ2-10
SEWER INSTALL
1,546
BZ2-11
SEWER INSTALL
2,415
BZ2-13
SEWER INSTALL
734
BZ2-15
SEWER INSTALL
3,623
BZ2-16A
SEWER INSTALL
6,424
BZ2-1713
SEWER INSTALL
977
TOTAL
22,855
STREAM IMPACTS
AREA CLASSIFICATION
SQUARE FOOTAGE
LF
H-18 SEWER INSTALL
334
45.00
TOTAL
334
45.00
IMPACT SUMMARY TABLE
Briar Gate Subdivision
Scale: 1"=600'
0 300 600
Date:
March 15, 2019

I I I I I
� II1 11 I I I
I i i V �► I I
Illi
I ►- I
I
\ \ 1 1
-
�1 \MPAUT #1
ROPOSED RIPARIAN BUFFE
I I \ \ I I I 1 ONE 2 IMPACT
TORMWATER SCM FILL
2,348 S.F.
1 \ I I \ \ \ \ \ \ \
1 1 1\ 1 \ \ \ \ \ \ \ \ \ EXISTING
POND
J 14� I I 150' RIPARIAN BUFFER \ \ \\ �\ \ \ \ 30'ZONE 1
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20',2 N
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/ / I I I III � '✓ I / � \
/ / / � \' / I I I�•I�i I /moi �/ \
/
PROPOSED
CONSTRUCTED
WETLAND
r
�Z�
4 MCIQMF�CMED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
0:919.233.8091 F: 919.233.8031
Scale: 1"=40'
IMPACT 1
0 20 40
Date:
Briar Gate Subdivision March 15, 2019

z/
4 � —I I 4_0 39
4 2
' I _
7 77
440 _ q -q AAH-9a / / LIMITS OF
= A ,
MPACT#2 (W1 -2A)
ROPOSED PERMANENT -NO PERMANENTI'
OSS WETLAND IMPACT -�
SANITARY SEWER INSTALLATION
t WETLAND - I _ /- - V -- _ - 852 S.F.)I- .I
./I
W1
ROPOSED TEMPORARY WETLAND IMPACT,,
I j _SANITARY SEWER INSTALLATION
�I i �� ' 440 S.F.)�-
04
PROPOSED
J\ 435 \ \ 8" GRAVITY I \\ \\
— — — — SSMH-25 SANITARY SEWER
OUTFALL B1-21
\ \
1
1VxIQMF�CREED Scale: 1"
v IMPACT 2
V
1730 Varsity Drive, Suite 500 0 20 40
Raleigh, North Carolina 27606 Date:
O: 919.233.8091 F: 919.233.8031 Briar Gate Subdivision March 15, 2019

LO
z 0
Ln
144 4 2 _44, _ 4- 42
-3B)-
-3A PROPOSEDTEMPORARY
PROPOSED PERMANEN WETLAND IMPACT FOR
/ — — —
WETLAND IMPAC CONSTRUCTION OF SCIV
STORMWATER SC - 346 S.F.
4 2,865 S.F.
- _- LL
\ / L
LLLLL WETLAND -�
LLLLL - I
\ `
PROPOSED--- LLL L
W1 1
SCM #2 Ln
435LLL
LLLLLL
-
-
ROPOSED PERMANENTI
— WETLAND IMPAC
— STORMWATER SC LIMITS OF
351 S.F. I DISTURBANCE
IMPACT #4 (W
ROPOSED TEMPORAR _
\ WETLAND IMPACT FO -
\\ I CONSTRUCTION OF SC \ _
243 S.F.
o \1 215, 1'2-4 1-2-Ln
3, X22 1-21
V NI�IQMF�CREED Scale: 1 "=40'
v IMPACT 3 & 4
1730 Varsity Drive, Suite 500 0 20 40
Raleigh, North Carolina 27606 Date:
O: 919.233.8091 F: 919.233.8031 Briar Gate Subdivision March 15, 2019

SSMH-16 ® \ \
50' RIPARIAN BUFFER I \ / 30 ZONE 1
�� -
BUFFER
20' ZONE 2 I
BUFFER
� II '
I I II
I I>0000,
II I 101
LIMITS OF
�\ V DISTURBANCE
V (TYP) i
EXISTING
POND
PROPOSED RIPARIAN BUFFER
ZONE 2 IMPAC I I ////
SANITARY SEWER INSTALLATIONI' I (II I I� (� ROPOSED RIPARIAN BUFFER
I \\ ONE 1 IMPACT
2,685 S.F.
'� \\395- SANITARY SEWER INSTALLATION
2,655 S.F.
v�\v
SSMH-17
,%
20' PUBLIC �
UTILITYEASEMENT IMITS OF
\\ \ DISTURBANCE
PROPOSED \ \ (TYP)
8" PVC GRAVITY \ �`
SANITARY SEWER
OUTFALL A \ \
Scale: 1"=40'
v,NFK M&CREED IMPACT 5
1730 Varsity Drive, Suite 500 o zo no
Raleigh, North Carolina 27606 Date:
O: 919.233.8091 F: 919.233.8031 Briar Gate Subdivision March 15, 2019

� 1 '
\ PROPOSED RIPARIAN BUFFER
ZONE 2 IMPAC 1
ANITARY SEWER INSTALLATION/
1,385 S.F.
- - -
SSMH- 14
. WETLAND.
/
- W2 -
-
/-�/ -
ROPOSED RIPARIAN BUFFER
- -
ONE 1 IMPACT
'ROPOSED TEMPORARY._
/1
j
ANITARY SEWER INSTALLATION
WETLAND IMPAC
��
j�
30 S.F.
SANITARY SEWER;
INSTALLATIO-
-
- / . . . IMITS OF
1,739 S.F.
DISTURBANCE
-
-
SSMH-15 ,
— —
\
r
ROPOSED PERMANENT -NO PERMANENT
\
I
)AL// // -
OSS WETLAND IMPACT
LIMITS OF
ANITARY SEWER INSTALLATION
DISTURBANCE, \
7 �� -
2,500 S.F.
(TYP) �\
' -� / - jj
EXISTING
POND
PROPOSED
8" PVC GRAVITY I\
-
SANITARY SEWER 'ROPOSED
RIPARIAN BUFFER
i
OUTFALL A
\\-
ONE 2 IMPACT
\\ ANITARY SEWER INSTALLATION
SSMH-16 \\ 718 S.F.
I�
50' RIPARIAN BUFFER I _� 30' ZONE 7
BUFFER
BUFFER '
`�NFKIN4&CREED Scale: 1 "=40' '
IMPACT 6, 7, & 8
1730 Varsity Drive, Suite 500 o zo no
Raleigh, North Carolina 27606 Date:
O: 919.233.8091 F: 919.233.8031 Briar Gate Subdivision March 15, 2019

Nil
8"1
SAND
' 40
PROPOSED '/
8" PVC GRAVITY
SANITARY SEWER
OUTFALL A I '
PROPOSED PERMANENT -NO PERMANENT LIMITS OF ' 0
LOSS WETLAND IMPACT DISTURBANCE /
SANITARY SEWER INSTALLATION(TYP) i / / 100 �'
1,208 S.F. ' //',
5� /
-
PROPOSED TEMPORARY
WETLAND IMPAC �� ��� _ _ _ F _ _ 41
SANITARY SEWER INSTALLATION% -
733 S.F. �� - SSMH-11 - - - -
�� '
7 SSMH-72 '
WETLAND %
�� W3
50' RIPARIAN BUFFER
lit
Scale: 1"=40'
v,NFKIM&CREED IMPACT 9
1730 Varsity Drive, Suite 500 0 20 40
Raleigh, North Carolina 27606 Date:
O: 919.233.8091 F: 919.233.8031 Briar Gate Subdivision March 15, 2019

PROPOSED RIPARIAN BUFFER\
ZONE 2 IMPAC _
NITARY SEWER INSTALLATION
(1,546 S.F.
TWIN LAKE DRIVE
PROPOSED
8" PVC GRAVITY — —
SANITARY SEWER
OUTFALL A I�
I /
I
I
SSM
/ '0lo
100,
50' RIPARIAN BUFFER /
20' ZONE 2
BUFFER /l
,00,10,
, /I
Or
30' ZONE I
/ BUFFER
SSMH-10
e'--� STREAM 'G'
Scale: 1"=40'
v,NFK M&CREED IMPACT 10
1730 Varsity Drive, Suite 500 o zo no
Raleigh, North Carolina 27606 Date:
O: 919.233.8091 F: 919.233.8031 Briar Gate Subdivision March 15, 2019

50' RIPARIAN BUFFER
1 '
20 -ZONE 2
,
BUFFER
PROPOSED '
8" PVC GRAVITY I / 30, ZONE 9
SANITARY SEWER ��/ BUFFER
OUTFALL A
SSMH-8 ,
PROPOSED PERMANENT ROPOSED TEMPORARY
NO PERMANENT /
ETLAND IMPACT
LOSS WETLAND IMPACT 3ANITARY SEWER
ANITARY SEWER INSTALLATIO /
I .\ . 292 S.F.
288 S.F.
LIMITS OF—'
F
DISTURBANCE '
/
(TYP) / ��'
I Q
41�//*/
i
Lf
` SSMH-Q
� /� ®, 4,/
1001
I
1
-
.��INSTALLATIO_/
WETLAND
W4 -------j
ISTREAM 'G'
DPOSED RIPARIAN BUFFER
NE 2 IMPACT
VITARY SEWER INSTALLATI,
115 S.F.)
Scale: 1"=40'
v,NFKIN4&CREED IMPACT 11 & 12
1730 Varsity Drive, Suite 500 0 20 40
Raleigh, North Carolina 27606 Date:
O: 919.233.8091 F: 919.233.8031 Briar Gate Subdivision March 15, 2019
CA.)
01

i
�Ab-
\`\� WETLAND ISTURBAN E NOT
W5 ti TO EXTEND T
\ SSMH-6 \ \\ ' ' - - OF PROPERTY LINE \
\\ \ IN THIS AREA Z/\
PROPOSED
8" PVC GRAVITY \\ \ ROPOSED TEMPORA WETLAND IMPAC
SANITARYSEWER SANITARY SEWER IN ALLATION 1� \
OUTFALL A \ \ \ . 184 S.F.)
ISTURBANCE NOT �\(7
IMPAG 1 #14 (W5-14A)�v \�\ �\ TO EXTEND EAST v�\
PROPOSED PERMANENT ` \� ' _ OF PROPERTY LINE \ \
NO PERMANEN \� �\ IN THIS AREA\\�
LOSS WETLAND IMPAC \ \ \\
SANITARY SEWE \ \ `�\ STREAM H \ \
INSTALLATIO
36 S.F.
LIMITS OF --Z
DISTURBANCE SSMH-7 .,
(TYP) \ \ ROPOSED RIPARIAN BUFFER
ONE 2 IMPACT
SANITARY SEWER INSTALLATION
1 I _ 734 S.F.
50' RIPARIAN BUFFER
20' ZONE 2
BUFFER
PROPOSED ' �\
8" PVC GRAVITY I 30 ZONE 9
SANITARY SEWER BUFFER
OUTFALL A
Scale: 1"=40'
v,NFKIN4&CREED IMPACT 13 & 14
1730 Varsity Drive, Suite 500 0 20 40
Raleigh, North Carolina 27606 Date:
O: 919.233.8091 F: 919.233.8031 Briar Gate Subdivision March 15, 2019

/ /
- ' - ' - ' STREAM -'H'-
�- �- /
.`. / 10
SSMH-4 . . . . . . . . . . . /
�. IMITS OF
- - - DISTURBANCE /
(TYP) '
01
- . WETLAND . �\. WETLAND .
W5W5 . . . /
t /
1 ` -
\ _ . _ _
ROPOSED PERMANENT -NO PERMANENT
- -. OSS WETLAND IMPACT
\ 50' RIPARIAN BUFF �.\ - - ANITARY SEWER INSTALLATION
\ - - - 7,738 S.F.
— �� 1 i �� ;�• 30 ONE S - - - - -
' ' ' BU ER ' ' ' ' ' '
l PROPOSED - 'STREAM 'H'
/ 8"PVC GRAVITY . �. 20'Z NE2 - - - - - -
SANITARY SEWERBUFF
OUTFALL A - ` .� _ - - - /—.SEWER MAIN TO BE INSTALLED
_ "_ _ _ _ WITHIN EXISTING 30' EASEMENT ON
THIS PARCEL AS OWNER WILL NOT
- ALLOW EASEMENT TO BE SHIFTED.
ROPOSED RIPARIAN BUFFER
ONE 2 IMPACT
- -SANITARY SEWER INSTALLATION
` 3,623 S.F.
/ �. . .......
......
SSMH-5 _ ;�
/ SSMH-5A- SSMH-5B
ROPOSED TEMPORARY WETLAND IMPAC
SANITARY SEWER INSTALLATIO iE '
5,503 S.F.
LIMITS OF\\\ \ -
/ DISTURBANCE
/ (TYP)
Scale: 1"=50'
v,NFKIM&CREED IMPACT 15
1730 Varsity Drive, Suite 500 0 25 50
Raleigh, North Carolina 27606 Date:
O: 919.233.8091 F: 919.233.8031 Briar Gate Subdivision March 15, 2019

- \ , I
\ \ ��
I
PROPOSED TEMPORARY WETLAND IMPAC ` % \,/ � SSMH-7
SANITARY SEWER INSTALLATIO ' �' . I /\
1,569 S.F.- TOTAL OF BOTH SIDES OF STRE M . .. �. / WETLAND LIMITS
(TYP)
IMHAU 1 916 (H
\PROPOSED TEMPORARY STREAM IMPAC
SANITARY SEWER INSTALLATIO -
AREA - 334 S.F., LENGTH - 45' - ROPOSED RIPARIAN BUFFER
ONE 2 IMPACT
ANITARY SEWER INSTALLATION
\ WETLAND-'� \ 977 S.F.
W5 \
.� ' ZONE
PROPOSED PERMANENT -NO PERMANENT- S - - �'' 0 2 OFFER t \
LOSS WETLAND IMPAC
SANITARY SEWER INSTALLATIO - - A \
2,457 S.F. - TOTAL OF BOTH SIDES OF STREAM'ZONE 7
B FFER o
30' ZONE 9
BUFFER
\ o
20' ZONE 2 ' ' ' ' ' - . I \ \ N \
BUFFER '� - WETLAND /f \ k \
50' RIPARIAN BUFFER
W5
50' RIPARIAN BUFFS=
PROPOSED SSMH-2 =1ROPOSED RIPARIAN BUFFER
\ \ONE 1 IMPACT
8" PVC GRAVITY ANITARY SEWER INSTALLATION
SANITARYSEWER \ ,641 S.F. - TOTAL BOTH SIDES OF STREAM (INCLUDES WETLAND
OUTFALL A \ 98 S.F. - NOT IN WETLANDS
LIMITS OF \ \
DISTURBANCE`1 '� ' �
(TYP) ROPOSED RIPARIAN BUFFER \
\ ���\ ONE 1 IMPACT
ANITARY SEWER INSTALLATION\\
PROPOSED RIPARIAN BUFFS `\\ 258 S.F. \
ZONE 2 IMPAC
ANITARY SEWER INSTALLATIO\i ./ .
AU I
6,424 S.F. N ROPOSED TEMPORARY WETLAND IMPAC
\ ANITARY SEWER INSTALLATION
/ \ 813 S.F.
I
ROPOSED PERMANENT -NO PERMANENT` - SSMH-3 STREAM 'H'
LOSS WETLAND IMPAC
SANITARY SEWER INSTALLATION
858 S.F.
\\ `
ROPOSED RIPARIAN BUFFER
- ONE 1 IMPACT
30'ZONE 9 \ I ANITARY SEWER INSTALLATION
BUFFER \ 2,326 S.F. - INCLUDES WETLANDS
1,236 S.F. - NOT IN WETLANDS
20' ZONE 2 \ \ \
BUFFER �\ - WETLAND LIMITS
A - (TYP)
WETLAND �. \
W5
v�MCIQMF�CREED Scale: 1 "=50'
IMPACT 16, 17 & 18
1730 Varsity Drive, Suite 500 0 25 50
Raleigh, North Carolina 27606 Date:
O: 919.233.8091 F: 919.233.8031 Briar Gate Subdivision March 15, 2019

EBX-Neuse I, LLC Stream and Wetland Banks
Statement of Availability March 20, 2019

U.S. Army Corps of Engineers
James Lastlinger
Raleigh Regulatory Field Office
3331 Heritage Trade Center, Suite 105
Wake Forest, NC 27587

Re Project: Briar Gate Subdivision

This document confirms that Royal Oaks Building Group, LLC (Applicant) for the Briar Gate
Subdivision (Project) has expressed an interest to utilize 0.52 Riparian Wetland Mitigation Credits
from the EBX-Neuse sponsored Neu-Con Wetland & Stream Umbrella Mitigation Bank, specifically 0.52
wetland credits from the Arrington Bridge III Site, all in the Neuse HUC 03020201. As the official Bank
Sponsor, EBX-Neuse I, LLC, 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.
If any questions need to be answered, please contact me at 919-209-1075.
Best Regards,

Caitlan B. Parker
Resource Environmental Solutions, LLC
302 Jefferson Street, Suite 110
Raleigh, NC 27605