20191670 Ver 1_PCN Form Submission_20191205

DWR
mrlslon of Water Resources
Pre -Construction Notification (PCN) Form
September 29, 2018 Ver 3
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?*
G Yes r No
Change only if needed.
BIMS # Assigned
20191670
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:
Olive Branch Subdivision
1a. Who is the Primary Contact?*
Deborah Shirley
1b. Primary Contact Email:*
[e-mail]
Date Submitted
12/5/2019
Nearest Body of Water
Reedy Branch (Little Branch) 27-43-14
Basin
Neuse
Water Classification
QNSW
Site Coordinates
Latitude:
35.5809
A. Processing Information
County (or Counties) where the project is located:
Johnston
Is this project a public transportation project?*
r Yes r No
Longitude:
-78.4140
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)
1b. What type(s) of permit(s) do you wish to seek authorization?
* Nationwide Permit (NWP)
* Regional General Permit (RGP)
7 Standard (IP)
Version#*
1
What amout is owed?*
r $240.00
r $570.00
Select Project Reviewer*
Stephanie Goss:eads\szgoss
1c. Primary Contact Phone:*
[phone]

1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - Regular
r Non-404 Jurisdictional General Permit
r Individual Permit
29 - Residential Developments
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR401 Certification:
For the record only for Corps Permit:
r 401 Water Quality Certification - Express
V Riparian Buffer Authorization
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:
Bobby Murray Chevrolet, Inc.
2b. Deed book and page no.:
2c. Responsible party:
J. Brent King
2d.Address
Street Address
PO Box40639
Address Line 2
aty
Raleigh
Postal / Zip Code
27629
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
3. Applicant Information (if different from owner)
State / Frmince / Region
NC
Country
United States
2f. Fax Number:
r Yes r No
r Yes r No
3a. Name:
Freddie Stancil

3b. Business Name:
Stencil Builders, Inc.
3c.Address
Street Address
466 Stencil Road
Address tine 2
CKY
Angier
Postal / Zip Code
27501
3d. Telephone Number:
[phone]
3f. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Deborah Shirley
4b. Business Name:
Soil & Environmental Consultants, PA
4c.Address
Street Address
8412 Falls of Neuse Rd.
Address tine 2
Suite 104
City
Raleigh
Postal / Zip Code
27615
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
State / Province / I;Lgion
NC
Country
USA
3e. Fax Number:
State / Rwince / Ifgion
NC
C-1try
United States
4e. Fax Number:
Agent Authorization Letter*
SEC -agent authorization from BMC_9.5.19.pdf 436.33KB
C. Project Information and Prior Project History
1. Project Information
1b. Subdivision name:
(d appropriate)
1c. Nearest municipality/ town:
Wilson's Mills, NC
2. Project Identification
2a. Property Identification Number:
167601-44-7767
2c. Project Address
Street Address
W. Olive Road
Address Line 2
City
Clayton
Postal / Zip Code
27520
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Reedy Branch (Little Branch) 27-43-14
2b. Property size:
183.69 (onsite), 0.48 (offsite)
State Rwince/ Rion
NC
Country
USA
3b. Water Resources Classification of nearest receiving water:*

C; NSW
3c. What river basin(s) is your project located in?*
Neuse
3d. Please provide the 12-digit HUC in which the project is located.
030202011007
4. Project Description and History
4a. Describe the existing conditions on the site and the general land use in the vicinityof the project at the time of this application:*
Existing conditions consist of a wooded parcel with a Colonial Pipeline 50' easement that bisects the property and no structures. Reedy Branch flows onto the property from the
northeast, bisects the property and then continues down along the western portion of the property until it flows off property to the south. Reedy Branch is a perennial stream with
adjacent wetlands and receives the flow from three onsite (3) tributaries with adjacent wetlands, two (2) perennial and one (1) intermittent. General land use within the vicinity of the
project consists of forested land, agricultural land, and rural residential development.
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
667.22KB
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)
SS.pdf 429.78KB
4f. List the total estimated acreage of all existing wetlands on the property:
Approximately 29.50 acres
4g. List the total estimated linear feet of all existing streams on the property:
Approximately 7,904 linear feet
4h. Explain the purpose of the proposed project:*
The purpose of the proposed project is to provide access and utilities to construct a residential subdivision.
4i. 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 roadway infrastructure, residential lots, low density stormwater control measures, and onsite and offsite utility infrastructure.
Specifically, there are wetland and stream impacts for two road crossings, to sanitary sewer crossings, and one force main easement. 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.
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-2018-01320
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Steven Ball
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 verification completed by Ross Sullivan on September 7, 2018. Updated sketch map sent to Ross on July 18, 2019;
NCDWR: Riparian buffer determination completed by Stephanie Goss on October 25, 2018.
5d1. Jurisdictional determination upload
Bobby Murray Tract Buffer Letter 111518.pdf 3.71 MB
6. Future Project Plans
6a. Is this a phased project?*
r Yes O No
7b. If yes, explain.
The project Will be phased through construction only.
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 other NWP's, Regional General Permits, Individual Permits that are intended to be used to authorize any part of the proposed project.
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
W Wetlands W Streams -tributaries m Buffers
r Open Waters F Pond Construction
2. Wetland Impacts
2af Reason (?)
2b. Impact type * (?)
2c. Type of W. *
2d. W. name *
2e. Forested*
2C Type of
2g. Impact
Jurisdicition*(?)
area
#1-Roa9
Road Fill
P
Bottomland Hardwood Forest
Wetland 3
Yes
Both _]
0.304
Crossin
(acres)
#1-Road
Construction
T
Bottomland Hardwood Forest
Wetland 3
Yes
Both
0.093
Crossing
(acres)
#1-Utility
Utility: Permanent -No
P
Bottomland Hardwood Forest
Wetland 3
Yes
Both
0.012
Crossing
Permanent Loss (Perm
(acres)
Maintenance Corridor)
#2-Roa9
Road Fill
P
Bottomland Hardwood Forest
Wetland 2
Yes
Both
0.098
Crossin
(acres)
#2-Roa9
Construction
T
Bottomland Hardwood Forest
Wetland 2
Yes
Both
0.026
Crossin
(acres)
Utility: Permanent -No
P
Bottomland Hardwood Forest
Wetland 2
Yes
Both
F2-
Permanent Loss (Perm
(acres)
Maintenance Corridor)
F#3LAility
Construction
T
Bottomland Hardwood Forest
Wetland 4
Yes
Bothing
(acres)
Utility: Permanent -No
P
Bottomland Hardwood Forest
Wetland 4
Yes
Both
0.133
r�77]
Permanent Loss (Perm
(acres)
Maintenance Corridor)
2g. Total Temporary Wetland Impact
0.242
2g. Total Wetland Impact
0.794
2h. Comments:
2g. Total Permanent Wetland Impact
0.552
Temporary wetland impacts will be brought back to pre -construction contours and the eAsting adjacent wetland source will assist in the restoration of
the wetland vegetation. Compensatory mitigation is proposed for the permanent loss impacts (culverts) and the Permanent -No Permanent Loss
impacts, the impacts quantified within the permanent maintenance corridors.
3. Stream Impacts
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
❑
(?) IIJurisdiction*
length*
S1
#1-Road Crossing
9
Permanent
Culvert
Reed Branch
Y
Perennial
Both
18
55
Average (feet)
(lineerfeet)
g2
#1-Road Crossing
Temporary
Dewatering
Reedy Branch
Perennial
Both
23
23
(Construction)
Average (feet)
(lineerfeet)
S3
#1-Utility Crossing
Permanent
Other
Reedy Branch
Perennial
Both
17
21
(Permanent -No Permanent
Average (feet)
(lira ar feet)
Loss- Riprap)
S4
#2-Road Crossing
9
Permanent
Culvert
UT to Reed Branch
Y
Intermittent
Both
8
55
Average (feet)
(lineerfeet)
S5
#2-Road Crossing
Temporary
Dewatering
UT to Reedy Branch
Intermittent
Both
8
23
(Construction)
Average (feet)
(lineerfeet)
S6
#2-Utility Crossing
Permanent
Other
UT to Reedy Branch
Intermittent
Both
9
21
(Permanent -No Permanent
Average (feet)
(lir�rfeet)
Loss - Riprap)
g7
#3-Utility Crossing
Temporary
Other
Reedy Branch
Perennial
Both
93
41
Average (feet)
(lineerfeet)

31. Total jurisdictional ditch impact in square feet:
0
31. Total permanent stream impacts: 31. Total temporary stream impacts:
152 87
31. Total stream and ditch impacts:
239
3j. Comments:
Temporary stream impacts will be brought back to pre -construction stream bed elevations and the stream banks will be stabilized. Permanent-%
permanent loss stream impacts are locations where riprap will be placed below the stream bed for stabilization and utility protection, the top elevation
of the riprap post construction will not exceed the pre -construction elevation of the stream bed.
6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
Check all that apply.
P 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
#1-Road Crossing
P
Reedy Branch
Yes
6,524
5,084
#1-Utility Crossing
P
Reedy Branch
Yes
520
0
#2-Road Crossing
P
UT to Reedy Branch
Yes
6,190
4,836
#2-Utility Crossing
P
UT to Reedy Branch
Yes
507
0
#3-Utility Crossing
P
Reedy Branch
Yes
2,440
1,617
6h. Total buffer impacts:
Zone 1 Zone 2
Total Temporary impacts: 0.00 0.00
Zone 1
Zone 2
Total Permanent impacts: 16,181.00
11,537.00
......... ......... ......... .........
Zone 1
......... ..................
Zone 2
Total combined buffer impacts: 16,181.00
11,537.00
61. Comments:
Supporting Documentation
Olive Branch Impact Map Exhibit Set.pdf 12.41 MB
E. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
u

The proposed project includes two (2) road crossings, two (2) sanitary sewer utility crossings adjacent to the road crossings, and one (1) force main
utility crossing. Impact #1 is a proposed road crossing and utility crossing to a perennial stream and wetland. The proposed crossing Will result in
permanent and temporary stream and wetland impacts, in addition to "permanent -no permanent loss" stream impacts which will consist of riprap keyed
into the stream bed (i.e. the top elevation of the riprap post construction will not exceed the pre -construction elevation of the stream bed) for stream
bed stabilization and utility protection at the sanitary sewer crossings, and "permanent -no permanent loss" wetland impacts within the permanent
maintenance corridor. This impact is necessary to access the east and south portions of the property. This road crossing has been designed with
headwalls and wing walls, and to be a perpendicular crossing to minimize stream, wetland and riparian buffer impacts. Impact #2 is a proposed road
crossing and utility crossing to an intermittent stream and wetland. The proposed crossing will result in permanent and temporary stream and wetland
impacts, in addition to "permanent -no permanent loss" stream impacts which will consist of riprap keyed into the stream bed (i.e. the top elevation of
the riprap post construction will not exceed the pre -construction elevation of the stream bed) for stream bed stabilization and utility protection at the
sanitary sewer crossings, and "permanent -no permanent loss" wetland impacts within the permanent maintenance corridor. This impact is necessary
to access the northeast portion of the property. This road crossing has been designed with headwalls and wing walls, and to be a perpendicular
crossing to minimize stream, wetland and riparian buffer impacts. Note additional avoidance of stream and wetland impacts by not accessing the
uplands farther to the north adjacent to Hwy 70. Impact #3 is a proposed force main crossing to a perennial stream and wetlands. This proposed
crossing will result in temporary and "permanent -no permanent loss" wetland impacts, as well as a temporary stream impact. These impacts are
necessary to connect the pump station to an offsite existing manhole and ultimately provide sanitary sewer to the proposed development. The pump
station and utility crossing has been designed in a location to be a perpendicular crossing to minimize impacts, if proposed to the north there would
have been more wetland impacts, to the south and the crossing would have been designed at an angle not likely perpendicular. There is one
additional stream and buffer force main crossing offsite along Little Creek Church Creek Road, this force main crossing will be construction by
directional drill method to avoid stream and buffer impacts.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Standard construction and erosion control practices will be utilized, in addition to coffer dams and pump around dewatering methods.
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
2c. If yes, mitigation is required by (check all that apply):
r DWR W Corps
2d. If yes, which mitigation option(s) will be used for this project?
W Mitigation bank r Payment to in -lieu fee r 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 0.954
Attach Receipt and/or letter
Neu -Con SOA - Arrington Bridge III - Olive Branch Subdivision.pdf
3c. Comments
143.62KB
S&EC reviewed the NCDWR Approved Mitigation Banks in NC list, there were three (3) banks listed within the 03020201 HUC that had riparian wetland
credits available. All three (3) were contacted, two (2) banks had credits available. Attached is a Statement of Availability letter from Resource
Environmental Solutions.
Permanent Wetland loss impact = 0.402 acres; 0.402 @ 2:1 mitigation ratio = 0.804 acres
Permanent, No Permanent loss impact = 0.15 acres; 0.15 @ 1:1 mitigation ratio = 0.15 acres
Total mitigation requested = 0.954 acres
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified within one of the INC Riparian Buffer Protection Rules?
F Yes r No
What type of SCM are you providing?
r Level Spreader
W Vegetated Conveyance (lower SHWT)
r Wetland Swale (higher SMNT)
r Other SCM that removes minimum 30 % nitrogen
r Proposed project will not create concentrated stormwater flow through the buffer
Diffuse Flow Documentation
Olive Branch - Stormwater Approval.pdf 486.66KB
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
Comments:
From the project engineer: The projects site is located in the town of Wilson's Mills and contains 183.69 acres. The site is a low density project and the approved plan utilizes the
ebsting drainage patterns that currently exist on the property. The development maintains the impervious limits below the 24 % maximum allowed and 2 units per acre. Impervious areas
are limited to roadway construction, lot improvements and an amenities area.
G. Supplementary Information U
1. Environmental Documentation
la. 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 (15A NCAC 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 Olive Branch Subdivision project is a residential development. Additionally, the project is located within the Town of
Wilsons Mill's and Johnston County's 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 and could require Best Management Practices that control
nitrogen if diffuse flow cannot be achieved. 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 N/A
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; Sanitary sewer will connect to ebsting manholes located on property. Proposed onsite pump station and offsite force main will connect
to existing sanitary sewer manhole off Hickory Drive. See Exhibit 2A-Offsite Site Plan, Pump Station & Force Main. Ultimate treatment: Johnston County
Central Treatment Plant -Permit # NC0030716
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 O Unknown
Se. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut any trees 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: North Carolina Natural Heritage Program, 2019, Geographic
Information Systems (GIS) data. NCDNCR, Raleigh, NC. Available at ncnhp.org. (Accessed: December 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?*
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 November 22, 2019; no historic listings, study list
entries, or determined eligible listings were identified 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-year floodplain?*
r Yes r No
8c. What source(s) did you use to make the floodplain determination?*
NC Floodplain Mapping PrograrrrFlood Risk Information System and the project engineer
Miscellaneous
Comments
Miscellaneous attachments not previously requested.
Signature u
*
rJ 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
.9e,6a,�ah E_ Jh�r�e�
Date
12/5/2019

Soil & Environmental Consultants, PA
8412 Falls of Neuse Road, Suite 1I14, Raleigh, NC 27015 • Phone: (°)W) 840-i9II0 + 1,ax: 0)17; 846-9467
sandec.coin
PROPERTY OWNER CERTIFICATION / AGENT AUTHORIZATION
Project Name/Description: Olive Branch Subdivision S&EC Project 410892
Date:
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
69 Darlington Avenue
Wilmington, NC 28403
Attn., Ross Sullivan Field Office: Raleigh Regulatory Field Office
I, the undersigned, a duly authorized owner of record of the property/properties identified herein, do
authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) and Soil &
Environmental Consultants, PA (S&EC) staff (as my agent) to enter upon the property herein described
for the purpose of conducting on -site investigations and issuing a determination associated with Waters
of the U.S. subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of
the Rivers and Harbors Act of 1899. This document also authorizes S&EC (as my agent) to act on my
behalf and take all actions necessary for the processing, issuance and acceptance of a permit or
certification and any and all associated standard and special conditions. This notification supersedes any
previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for government
officials to enter the property when accompanied by S&EC staff. You should call S&EC to arrange a site
meeting prior to visiting the site.
PARCEL INFORMATION:
Parcel Index Number(s) (PIN): 167601-44-7767
Site Address: W. Olive Road Cla3qon, NC Wilson's Mill
Watershed. Neuse 01
PROPERTY OWNER INFORMATION:
Name: Bobby Murray Chevrolet, Inc.
Address: _p, 94�,p1 I ty- e-- Z76;a
Phone No.: Q 14 _ q 5t 1- L 3o h x 107 Mobile No.:
_q
Date
We hereby cer tify the above information submitted in this application is true and accurate to
the best of our knowledge.

Project Number:
SBProject Manager:
1" = 1000'Scale:
3/28/18Date:
Map Title:
Source:
Figure 2 - Soil Survey Map
Bobby Murray Site
Johnston County, NC
Johnston County
Soil Survey Sheet 6
¯0 1,000 2,000
Feet
10892.W3

Project Number:
SBProject Manager:
1" = 1000'Scale:
3/28/18Date:
Map Title:
Source:
Figure 1 - USGS Map
Bobby Murray Site
Johnston County, NC
NC USGS
Powhatan Quads
¯0 1,000 2,000
Feet
10892.W3
Water Resources
ENVIRONMENTAL QUALITY
November 14, 2018
Bobby Murray Chevrolet
P.O. Box 40639
Raleigh, NC 27629
Determination Type:
ROY COOPER
Governor
MICHAEL S. REGAN
Seeretary
LINDA CULPEPPER
Interim Director
Subject: Buffer Determination Letter
NBRRO #18-375
Johnston County
I Buffer I Intermittent/Perennial I
® Neuse (15A NCAC 2B .0233)
❑ Tar -Pamlico (15A NCAC 2B .0259)
❑ Jordan (15A NCAC 2B .0267)
(governmental and/or interjurisdictional
projects)
Project Name: Bobby Murray Site
❑ Intermittent/Perennial Determination (where local buffer
ordinances apply)
Address/Location:
Located south of West Olive Road and West of US 70 Business
Stream(s):
Branch
Determination Date: October 25, 2018 Staff: Stephanie Goss
Stream
E/UP*
Not
Subject
Subject
StartC
StopC
Soil
Survey
USGS
To o
A (Reedy
Branch
X
Throughout
X
X
B
X
Throughout
X
X
C
Feature not evaluated; subject to the buffer rules since depicted on map
X
D
X
Throughout
X
X
E
X
Flag S01 I Flag S02
X
*E/I/P = Ephemeral/Intermittent/Perennial
Note:
Explanation: The stream(s) listed above has been located on the most recent published NRCS Soil Survey of
Johnston County, North Carolina and/or the most recent copy of the USGS Topographic map at a 1:24,000 scale.
Each stream that is checked "Not Subject" has been determined to not be at least intermittent or is not present.
Streams that are checked "Subject" have been located on the property and possess characteristics that qualify it to be
Division of Water Resources, Raleigh Regional Office, Water Quality Operations Section http://portal.ncdenr.org/web/wq/aps
1628 Mail Service Center, Raleigh, NC 27699-1628 Phone: [phone]
Location: 3800 Barrett Drive, Raleigh, NC 27609 Fax: [phone]

Bobby Murray Site
Johnston County
November 14, 2018
Page 2 of 2
at least an intermittent stream. There may be other streams located on the property that do not show up on the maps
referenced above but may be considered jurisdictional according to the US Army Corps of Engineers.
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 may request a determination by the Director. An
appeal request must be made within sixty (60) days of date 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, unless an appeal is requested within sixty
(60) days.
This project may require a Section 404/401 Permit for the proposed activity. Any inquiries should be
directed to the US Army Corp of Engineers (Raleigh Regulatory Field Office) at (919)-554-4884.
If you have questions regarding th' termi on, please feel free to contact Stephanie Goss at [phone].
Si erely,
Danny Smith
Supervisor, ater Quality Regional Operations Center
cc: RRO DWR File Copy
Steven Ball via e-mail at sballL sandec.com

�r
�.4ATEo Map provided by NCDEQ
Legend:
Division of Water Re-
sources
-Approximate Site boundary: Locations are approxi-
-NC USGS Powhatan Quads mate and are provided
for reference only ::

18-375: Bobby Murray Tract
UU9 0
}
AmB 1 �►n�B � r
M � 4 NOA
NoB NrN4 +� Am
A: Subject -_
drtiB - ti
Ra NruB
UO
,r Nei AM-3
ti
oA
E: Subject
ma ( -
} D: Subject
� ti� C: Feature
4, r. A mO r Pa U not evaluated
B: Subject - ,zmks
Feature > 50 feet
from property
r' boundary
A: Subject
AMR
.z.
NOB CeF3
.f LJ • 4 ,
Ain8
N00
LY
GOA
NaH
A�r�B -
„a4A1Fp Map provided by NCDEQ
Legend: ,�''
Division of Water Re-
sources
-Approximate Site boundary: d$ -
Locations are approxi-
-Johnston Co. Soil Survey Sheet 6 �� �4n mate and are provided for
�0i reference only ::

EBX-Neuse I, LLC Stream and Wetland Banks
Statement of Availability December 3, 2019

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

Re Project: Olive Branch Subdivision

This document confirms that Stancil Builders, Inc. (Applicant) for the Olive Branch Subdivision
(Project) has expressed an interest to utilize 0.96 Riparian Wetland Mitigation Credits from the EBX-
Neuse sponsored Neu-Con Wetland & Stream Umbrella Mitigation Bank, specifically 0.96 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
TOWN ADMINISTRATOR /
CLERK / HR DIRECTOR
Leighanna T. Worley, MMC, NCCMC
FINANCE OFFICER /
DEPUTY CLERK
Sherry L. Hudson
PLANNING DIRECTOR
Valerie K. Brookens
CHIEF OF POLICE
A.Z. Williams
MAYOR
Jim T. Uzzle, Jr.
MAYOR PRO-TEM
JC Triplett
COUNCILMEMBERS
Phillip R. Wright
Randy N. Jernigan
David J. McGowan
Johnny C.Eason
TOWN ATTORNEY
William `Bill' Anderson
SUBJECT: OLIVE BRANCH SUBDIVISION— STORMWATER REVIEW APPROVAL
TO: Jonathan Barnes & Jerry Dalton of Dalton Engineering
FROM: Valerie Brookens, Planning and Zoning Administrator & Brian Leonard, PE, PLS, Town
Consulting Engineer
DATE: September 24, 2019
This shall serve as your notification that that the Stormwater review for the
Olive Branch Subdivision located within the Town of Wilson's Mills has been
completed and approved according to the Town's regulations.
Let me know if you have any questions or concerns.
Valerie Brooke
Town Planning and Zoning Administrator
[e-mail]
Ph: [phone] x 22

FOR
OLIVE BRANCH SUBDIVISION
WILSON'S MILLS TOWNSHIP - JOHNSTON COUNTY, N.C.
EXHIBIT 1 - EXISTING CONDITIONS
CALL BEFORE YOU DIG!
North Carolina One-Call
Center, Inc.
1-800-632-4949 Sheet:
Revision:
File:
Job:Date:
Drawn:
and Associates, P. A.
Dalton Engineering
[phone]
Fax [phone]
446 East Main Street
Clayton, NC 27520
P.O. Box 426SR 1586

-
WEST
OL
IVE
ROAD

-
60
'
PUBL
IC
R
/W
US H
W
Y
7
0
BUSI
N
E
S
S -200' PUB LIC R/W
LEGEND
FOR
CLAYTON TOWNSHIP - JOHNSTON COUNTY, N.C.
OLIVE BRANCH
PUMP STATION & FORCE MAIN
EXHIBIT 1A - OFFSITE EXISTING CONDITIONS
CALL BEFORE YOU DIG!
North Carolina One-Call
Center, Inc.
1-800-632-4949 Sheet:
Revision:
File:
Job:Date:
Drawn:
and Associates, P. A.
Dalton Engineering
[phone]
Fax [phone]
446 East Main Street
Clayton, NC 27520
P.O. Box 426
SR 1572
-

R
O
C
K

P
I
L
L
A
R

R
O
A
D
60' PUBL
I
C

R
/
W
ALTAVISTA COURT60' PUBLIC R/WHORA
T
I
O

C
O
U
R
T
60' PU
B
L
I
C

R
/
W NELSON COURT60' PUBLIC R/WLITTLE CREEKCHURCH CREEK ROAD60' PUBLIC R/W70
BUSINESS
SR 1572 - RO
C
K

P
I
L
L
A
R

R
O
A
D
60' PUBLIC
R
/
W
LITT
L
E
C
R
E
E
K
CHU
R
C
H
C
R
E
E
K
R
O
A
D
60' P
U
B
LI
C
R/
W
SR 198
3

-

H
I
C
K
O
R
Y

D
R
I
V
E
60' PU
B
L
I
C

R
/
W
SR 1598 - CLOVERDALE DRIVE60' PUBLIC R/WTIE INTO EXISTING
GRAVITY SSMH
OLIVE BRANCH
SUBDIVISION
LEGEND
FOR
OLIVE BRANCH SUBDIVISION
WILSON'S MILLS TOWNSHIP - JOHNSTON COUNTY, N.C.
EXHIBIT 2 - SITE PLAN
CALL BEFORE YOU DIG!
North Carolina One-Call
Center, Inc.
1-800-632-4949 Sheet:
Revision:
File:
Job:Date:
Drawn:
and Associates, P. A.
Dalton Engineering
[phone]
Fax [phone]
446 East Main Street
Clayton, NC 27520
P.O. Box 426SR 1586

-
WEST
OL
IVE
ROAD

-
60
'
PUBL
IC
R
/WSTREET "E" - 50' PUBLIC R/WSTREET "E" - 50' PUBLIC R/W STREET "G" - 50' PUBLIC R/WSTREET "D" - 50' PUBLIC R/WET "F"- 50' PUBLIC R/W
STR
E
STREET "D" - 50' PUBLIC R/W
STREET "D" - 50' PUBLIC R/W
STREET "H" - 50' PUBLIC R/WSTREET "A" - 50' PUBLIC R/WSTREET "A" - 50' PUBLI
C

R
/
W
STRE
E
T
"
C
"
-
5
0'
P
U
B
LI
C
R/
WSTREET
"B
"

-
50
'
PUBL
IC
R
/WSTREET "J" - 50' PUBLIC R/WSTREET
"
I
"

-

50
'
PUBL
IC
R
/WSTREET
"K
"

-

5
0
'
PUBL
IC
R
/W
S
T
R
E
E
T

"
K
"

-

5
0
'

P
U
B
L
I
C

R
/WSTREET "N" - 50'PUBLIC R/W
STREET "M" - 50'PUBLIC R/W
STREET "L" - 50'PUBLIC R/W
US H
W
Y
7
0
BUSI
N
E
S
S -200' PUB LIC R/W LEGEND
FOR
CLAYTON TOWNSHIP - JOHNSTON COUNTY, N.C.
OLIVE BRANCH
PUMP STATION & FORCE MAIN
EXHIBIT 2A - OFFSITE SITE PLAN
CALL BEFORE YOU DIG!
North Carolina One-Call
Center, Inc.
1-800-632-4949 Sheet:
Revision:
File:
Job:Date:
Drawn:
and Associates, P. A.
Dalton Engineering
[phone]
Fax [phone]
446 East Main Street
Clayton, NC 27520
P.O. Box 426
SR 1572
-

R
O
C
K

P
I
L
L
A
R

R
O
A
D
60' PUBL
I
C

R
/
W
ALTAVISTA COURT60' PUBLIC R/WHORA
T
I
O

C
O
U
R
T
60' PU
B
L
I
C

R
/
W NELSON COURT60' PUBLIC R/WLITTLE CREEKCHURCH CREEK ROAD60' PUBLIC R/W70
BUSINESS
SR 1572 - RO
C
K

P
I
L
L
A
R

R
O
A
D
60' PUBLIC
R
/
W
LITT
L
E
C
R
E
E
K
CHU
R
C
H
C
R
E
E
K
R
O
A
D
60' P
U
B
LI
C
R/
W
SR 198
3

-

H
I
C
K
O
R
Y

D
R
I
V
E
60' PU
B
L
I
C

R
/
W
SR 1598 - CLOVERDALE DRIVE60' PUBLIC R/WPUMP STATION
TIE INTO EXISTING
GRAVITY SSMH
OLIVE BRANCH
SUBDIVISION
LEGEND
STREET "A" -50' PUBLIC R/WSTREET "A" -50' PUBLIC R/WEXHIBIT #3CROSSING #1 IMPACT MAPSTREET A - 50' PUBLIC R/WRIPARIAN BUFFER IMPACTSSTREAM & WETLAND IMPACTSLEGENDLEGEND
190200210220230240250260270PROFILE SCALE:HORIZONTAL 1" = 50'VERTICAL 1" = 10'200210220230240250260270190EXHIBIT #4CROSSING #1 - PROFILE VIEWSTREET A - 50' PUBLIC R/W
STREET "K" -50' PUBLIC R/WSTREET "K" -50' PUBLIC R/WEXHIBIT #5CROSSING #2 IMPACT MAPSTREET K - 50' PUBLIC R/WRIPARIAN BUFFER IMPACTSSTREAM & WETLAND IMPACTSLEGENDLEGEND
PROFILE SCALE:HORIZONTAL 1" = 50'VERTICAL 1" = 10'200210220230240250260270280200210220230240250260270280EXHIBIT #6CROSSING #2 - PROFILE VIEWSTREET K - 50' PUBLIC R/W
EXHIBIT #7CROSSING #3 IMPACT MAPFORCE MAIN - UTILITY EASEMENTRIPARIAN BUFFER IMPACTSSTREAM & WETLAND IMPACTSLEGENDLEGEND
PROFILE SCALE:HORIZONTAL 1" = 50'VERTICAL 1" = 10'200210220230240250200210220230240250EXHIBIT #8CROSSING #3 - PROFILE VIEWFORCE MAIN - UTILITY EASEMENT190190