20190559 Ver 2_PCN Form Submission_20200414

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 * Version#*
20190559 2
Is a payment required for this project?*
r No payment required
What amout is owed?*
r Fee received
r $240.00
r 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:
Barber Mill Road Site
1a. Who is the Primary Contact?*
William Sullivan
1b. Primary Contact Email:*
[e-mail]
Date Submitted
4/14/2020
Nearest Body of Water
Little Creek
Basin
Neuse
Water Classification
QNSW
Site Coordinates
Latitude:
35.637501
A. Processing Information
County (or Counties) where the project is located:
Johnston
Is this a NCDMS Project
r Yes r No
Longitude:
-78.473590
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)
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?
t^ 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
18 - Minor Discharges
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
F- 401 Water Quality Certification - E)press
P 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 r 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:
Iglesia Preimeros Frutos, Inc.
2b. Deed book and page no.:
2c. Responsible party:
Orlando Rivera
2d.Address
Street Address
2210 Dairy Road
Address Line 2
city
Clayton
Postal / Zip Code
27520
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
State / Rovince / l-gion
NC
Country
USA
2f. Fax Number:
r- Yes r No
r Yes r No
4. Agent/Consultant (if applicable)

4a. Name:
William Sullivan
4b. Business Name:
Kimley-Horn
4c.Address
Street Address
421 Fayetteville St.
Address Line 2
Suite 600
City
Raleigh
Rbstal / Zip Code
27601
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
Iglesia Agent Authorization SIGNED.pdf
C. Project Information and Prior Project History
1. Project Information
1b. Subdivision name:
(if appropriate)
1c. Nearest municipality/ town:
Clayton
2. Project Identification
2a. Property Identification Number:
1165811-67-4218
2c. Project Address
Street Address
Barber Mill Road and Dairy Road
Address Line 2
City
Clayton
Rbstal / Zip Code
27520
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Little Creek
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.
030202011005
4. Project Description and History
Slate / Rovince / Fbgion
NC
Country
USA
4e. Fax Number:
2b. Property size:
1.45
State / Rovince / Region
NC
Country
USA
306.68KB
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:*
The site is currently a vacant field that has previously been graded and leveled. The site is located in the southeastern quadrant of the
intersection of Barber Mill Road and Dairy Road, just south of NC 42. The site is bordered to the north and west by road frontage. The site is within a larger area of lowto medium -
density density residential development, pockets of commercial and industrial development, and remnant forested/undeveloped areas.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
6 Yes r- No r Unknown
4c. If yes, please give the DWR Certification number or the Corps Action ID (exp. SAW-0000-00000).

A NCDWR Buffer Authorization for the project was issued by Stephanie Goss on June 6, 2019 (DWR# 19-0559). Since this buffer authorization, the Town has requested that the
developer extend the proposed sidewalk to connect to Dairy Road. This extension will require the addition of a stormwater pipe to carry existing storm flowfrom the vegetated Swale
along Dairy Road belowthe sidewalk to stream S1. This request is a 401 request for the addition of two rip rap dissipator pads within stream S1 and a modification to the previous buffer
authorization for buffer impacts resulting from the new stormwater conveyance along Dairy Road.
Project History Upload
20190559 Ver 1_Approval Letter_20190612.pdf
96.83KB
4d. Attach an 8 112 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
Barber Mill - USGS.pdf
1.22 MB
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)
Barber Mill - NRCS.pdf 761.3KB
4f. List the total estimated acreage of all existing wetlands on the property:
0
4g. List the total estimated linear feet of all existing streams on the property:
0
4h. Explain the purpose of the proposed project:*
The project purpose is to develop a single -story church building With associated parking, stormwater management facilities, and sidewalk in Clayton, NC.
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The project would construct a 1-story, 7,650 sq. ft. church building on a vacant parcel in Clayton. The project will also include a parking lot, an underground sand filter/detention
structure to treat onsite stormwater, and a paved sidewalk along Barber Mill Road. Typical site development and construction equipment will be utilized, including dump trucks, graders,
bulldozers, cranes, asphalt pavers, excavators, and concrete trucks.
4j. Please upload project drawings for the proposed project.
Barber Mill Road_PlanSheets_20200413.pdf 3.52MB
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:
Kimley-Horn staff delineated the property in March 2019. A Buffer Determination Letter was issued
by Erin Deck on 3/19/2019 (RRO #19-077).
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
r Preliminary f Approved r Not Verified r Unknown r N/A
Corps AID Number:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Jason Hartshorn, PWS
Agency/Consultant Company: Kimley-Horn
Other:
5d1. Jurisdictional determination upload
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?
The proposed project is a single and complete undertaking. No additional development or phases are planned.
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
r Wetlands W Streams -tributaries P Buffers
r Open Waters r Pond Construction
3. Stream Impacts
3a. Reason for impact (?) 3b.lmpact type * 3c. Type of impact* 3d. S. name * 3e. Stream Type* 3f. Type ofwidth* 3h. Impact
(?) Jurisdiction* length*

S1
Site 2 - Outlet Protection
Permanent
Rip Rap Fill
S1 (UT to Little Creek)
Intermittent
Both
2
8
Average (feet)
(linearfeet)
82
Site 2 - Construction Access
Temporary
Other lff(UT
to Little Creek)
Intermittent
Both
2
22
Average (feet)
(linearfeet)
S3
Site 3 - Outlet Protection
Permanent
Rip Rap Fill
S1 (UT to Little Creek)
Intermittent
Both
2
8
Average (feet)
(liriearfeet)
�
Site 3 - Outlet Protection
Tem orar
p y
Other
S1 (LT to Little Creek
( )
Intermittent
Both
2
14
Aver"ge(feet)
(linearfeet)
3i. Total jurisdictional ditch impact in square feet:
0
31. Total permanent stream impacts:
16
31. Total stream and ditch impacts:
52
3i. Total temporary stream impacts:
36
3j. Comments:
Impacts to stream S1 will result from the installation of rip rap dissipator pads at two stormwater outlets. Less than 10 cubic yards of rip rap will be
installed below the OHWM. No hard culvert structures will be placed below the OHWM.
6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
Check all that apply.
FJ Meuse r Tar-Pamlioo
r Catawba r Randleman
❑ Goose Creek r Jordan Lake
❑ Other
6b. Impact Type 6c. Per or Temp 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact 6g. Zone 2 impact
Site 1 - Sidewalk Impacts
P
S1 (LIT to Little Creek)
No
2,635
257
Site 2 - Drainage Conveyance
P
S1 (UT to Little Creek)
No
476
221
Site 3 - Drainage Conveyance
P
S1 (UT to Little Creek)
No
377
206
6h. Total buffer impacts:
Zone 1
Total Temporary impacts:
Total Permanent impacts
0.00
Zone 1
3,488.00
Zone 2
0.00
Zone 2
684.00
Zone 1 Zone 2
Total combined buffer impacts: 3,488.00 684.00
61. Comments:
The proposed project is located within the Town of Clayton, and the Town of Clayton requires sidewalk improvements along Barber Mill Road and
Dairy Road as part of site development and approval. The sidewalk parallels Barber Mill Road and is located within public R/W, however due to site
constraints and the need to locate
the public infrastructure on public property, the sidewalk must be located within 10' of the top of bank of stream S1, within the stream buffer (Site 1).
Due to the flat grades present on the site however, the sidewalk within 10' of top of bank is not anticipated to reduce the stability of the stream banks.
Additionally, S1 carries primarily stormwater runoff and is a very lowflow, historically degraded stream system. As a pedestrian sidewalk facility within
existing public R/W, Site 1 is considered "allowable".
Sites 2 and 3 result in minimal disturbance to the riparian buffer in the form of underground storm inter conveyances discharging from the stormwater
treatment facilities servicing the proposed development. The existing buffer in these areas is currently well -maintained grass with no woody vegetation.
The proposed drainage conveyances will result in no change to the buffer composition but will help improve stability in S1 and downstream water
quality by capturing stormwater and providing treatment before the stormwater enters S1. Based on the drainage conveyances discharging treated
stormwater, Sites 2 and 3 are considered "allowable".
Minimal disturbance to Zone 2 will also result from the project in the form of very limited grading and revegetation of Zone 2 only, which is an exempt
activity.
Supporting Documentation
Barber Mill Road Site Fig 5 Impacts.pdf 1.58MB
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:
The proposed project has avoided and minimized impacts to Stream S1 and the riparian buffer by shifting the development as far east as practical
within the property to avoid the stream and buffer along the western boundary to greatest extent practical. Stream impacts have been reduced by
sizing the rip rap dissipator pads to the minimum size possible to avoid scour from the stormwater conveyances. The parking lot footprint was
redesigned to avoid additional impervious impacts to the buffer. This also required the shift of the underground stormwater system, but results in less
total impacts to the riparian buffer.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Impacts to streams and buffers in the property will be avoided and minimized to the extent practical during construction by avoiding them wherever
practical and by locating construction access, material staging, and equipment placement within the stream or buffer. Temporary stream impacts
resulting from the installation of the stormwater outlets and rip rap pads will be returned to pre-existing conditions upon completion of the project. Silt
fencing will be utilized throughout the construction process, along With sediment basins and other stormwater control measures to avoid and minimize
impacts to downstream receiving waters.
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:
The proposed project will result in minimal impacts to jurisdictional waters. Rip rap dissipator pads have been sized to reduce scour impacts and minimize footprint to the greatest extent
possible.
F. Stormwater Management and Diffuse Flow Plan (required by DWR) U
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)
R Other SCM that removes minimum 30 % nitrogen
i— Proposed project will not create concentrated stormwater flow through the buffer
Diffuse Flow Documentation
Stormwater Report _2019-04-23.pdf 40.43MB
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 15A NCAC 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 WA - project disturbs < 1 acre
2d. Which of the following stormwater management program(s) apply:
W Local Government F State
Local Government Stormwater Programs
W Phase II r NSW r USMP r Water Supply
Please identify which local government stormwater program you are using.
Johnston County
Comments:
The Stormwater Management Plan for the proposed project was approved by Johnston County on May 23, 2019 (JC# 18-065-P).
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 (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.
The proposed project is a single and complete project. No additional development will result from this undertaking.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor NIA
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.
Sewage generated from the proposed project will tie into the Town of Clayton Sanitary Sewer system at Barber Mill Road.
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 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?
A review of the NCNHP database records (updated January 2020) indicates no known occurrences of any federally protected species within 1.0 mile of
the project area. Additionally, the project area is primarily composed of frequently maintained low growing weeds and grasses with open grown trees
along the eastern boundary. No protected species habitat is present within the project area.
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 EFH mapper was accessed in April 2020 and no EFH was identified within the project area.
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 NCSHPO HPOWEB application was reviewed in April 2020 and one Determined Eligible site (Home of the Keeper of Records and Seals (DOE:
2018; JT1983) was identified within 1.0 mile of the project area. Due to the low impact anticipated from the project, the eAsting development within the
project vicinity, and the past grading within the site, the proposed project is not anticipated to impact any historic or cultural sites.
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 f• No
8c. What source(s) did you use to make the floodplain determination?*
The FEMA Flooplain Map 3720165800K (eff. 6/20/18) indicates there are no regulated floodplains or floodways within the project area.
Miscellaneous
Comments
Miscellaneous attachments not previously requested.
Signature
® 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:
William Sullivan
Signature
Date
4/14/2020

AGENT AUTHORIZATION FORM
Name:
Address:
Phone:.
Project Name/Description: lglesia de Dios — Barber Mill Road Site
Date: _ 1
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
Attention: Mr. Ross Sullivan
Field Office: Raleigh Regulatory Field Office
Re: Wetland Related Consulting and Permitting
To Whom It May Concern:
Iglesia Primeros Frutos, Inc hereby designates and authorizes Kimley-Horn and Associates, Inc. to act in
my/our behalf as my/our agent solely for the purpose of processing Jurisdictional Determinations,
Section 404 permits/Section 401 Water Quality Certifications applications, and Neuse River Basin
Riparian Buffer Determinations, and to furnish upon request supplemental information in support of
applications, etc. from this day forward until successful completion of the permitting process or
revocation by the owner.
In addition,1, 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)
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.
Authorized this the day of
'421wv/-4
Print Property Owner's Name _ operty Owner's Signature
Cc: Karen Higgins
NC Division of Water Resources
401 & Buffer Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699-1650

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Copyright:© 2013 National Geographic Society, i-cubed
Figure 2: USGS Topographic MapBarber Mill Road SiteJohnston County, NCMarch 2019
0 500 1,000Feet
I
Legend
Project Area
ROY COOPER
Governor
MICHAEL S. REGAN
Scrretary
LINDA CULPEPPER
Director -
June 6, 2019
Iglesia Primeros Frutos, Inc.
Attn: Orlando Riviera
2210 Dairy Road
Clayton, NC 27520
NORTH CAROLINA
Environmental Quality
DWR #19-0559
Johnston County
Subject: AUTHORIZATION CERTIFICATE PER THE NEUSE RIVER BASIN RIPARIAN BUFFER
PROTECTION RULES (15A NCAC 02B .0233) WITH ADDITIONAL CONDITIONS
Barber Mill Road Site
Dear Mr. Riviera:
You have our approval for the impacts listed below for the purpose described in your
application received by the Division of Water Resources (Division) on April 26, 2019. Please
note that you should get any other federal, state or local permits before proceeding with your
project, including those required by (but not limited to) Sediment and Erosion Control, Non -
Discharge, and Water Supply Watershed regulations. This Authorization Certificate shall
expire five (5) years from the date of this letter.
This approval requires you to comply with the following conditions:
1. The following impacts are hereby approved provided that all of the other specific and
general conditions of the Buffer Rules are met. No other impacts are approved, including
incidental impacts [15A NCAC 02B. 0233(8)].
Type of Impact
Amount Approved
(units)
Permanent
Amount Approved
(units)
Temporary
Buffers —Zone 1
B1-Greenway/Sidewalk
2,993 (square feet)
0 (square feet)
B2-Drainage Conveyance
222 (square feet)
0 (square feet)
Buffers -- Zone 2
B1-Greenway/Sidewalk
442 (square feet)
0 (square feet)
B2-Drainage Conveyance
476 (square feet)
0 (square feet)
D- E QN
Nor IhCxollnJDrparImcnlofEnvironmr,crla1Q41.rlity ( Divlsiuriuf Walr•rRe-im es
Raleigh Rvgional Of1ic+, 1 'i800 Bar riot Drive ' Raleigh. Nui Ih C'mulirta 3760°9
w.�++�•...�,Y—\ � n197r11.4'L00

Barber Mill Road Site
DWR #19-0559
BUFFER APPROVAL
Page 2 of 4
2. Stormwater Management Plan (SMP) Approval from Local Community_ Required
The stormwater management plan (SMP) must be approved by the Town of Clayton and
meet the requirements of this Certification. The SMP may not be modified without prior
written authorization from the Town of Clayton. [15A NCAC 02H .0506(b)(3)]
3. he permittee shall report to the Raleigh Regional Office any noncompliance with this
certification, any violation of stream or wetland standards [15A NCAC 02B .02001 including
but not limited to sediment impacts, and any violation of state regulated riparian buffer
rules [15A NCAC 02B .0200]. Information shall be provided orally within 24 hours (or the
next business day if a weekend or holiday) from the time the applicant became aware of the
circumstances. A written submission shall also be provided within 5 business days of the
time the applicant becomes aware of the circumstances. The written submission shall
contain a description of the noncompliance, and its causes; the period of noncompliance,
including exact dates and times, if the noncompliance has not been corrected, the
anticipated time compliance is expected to continue; and steps taken or planned to reduce,
eliminate, and prevent reoccurrence of the noncompliance. The Division may waive the
written submission requirement on a case -by -case basis.
4. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Pre -Construction Notification. All
construction activities, including the design, installation, operation, and maintenance of
sediment and erosion control Best Management Practices, shall be performed so that no
violations of state water quality standards, statutes, or rules occur [15A NCAC 02H .0501
and .0502].
Protective Fencing
All wetlands, streams, surface waters, and riparian buffers located within 50 feet of the
construction area on the project site shall be clearly marked (example- orange fabric
fencing) prior to any land disturbing activities and must be maintained on the property until
the project phase is completed. [15A NCAC 02H .0506 (b)(2) and (c)(2) and 15A NCAC
02H .0507 (c)]
6. This approval is for the purpose and design described in your application. The plans and
specifications for this project are incorporated by reference as part of the Buffer
Authorization. If you change your project, you must notify the Division and you may be
required to submit a new application package with the appropriate fee. If the property is
sold, the new owner must be given a copy of this approval letter and is responsible for
complying with all conditions. [15A NCAC 02B .0507(d)(2)]
7. This approval and its conditions are final and binding unless contested. [G.S. 143-215.5]

Barber Mill Road Site
DWR ##19-0559
BUFFER APPROVAL
Page 3 of 4
This Certification and Buffer Authorization can be contested as provided in General Statute
150E by filing a written petition for an administrative hearing to the Office of Administrative
Hearings (hereby known as OAH) within sixty (60) calendar days.
A petition form may be obtained from the OAH at http://www.ncoah.com/ or by calling the OAH
Clerk's Office at [phone] for information. A petition is considered filed when the original
and one (1) copy along with any applicable OAH filing fee is received in the OAH during normal
office hours (Monday through Friday between 8:00am and 5:00pm, excluding official state
holidays).
The petition may be faxed to the OAH at [phone], provided the original and one copy of
the petition along with any applicable OAH filing fee is received by the OAH within five (5)
business days following the faxed transmission.
Mailing address for the OAH:
If sending by First Class Mail
via the US Postal Service:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
If sending via delivery service
(e.g. UPS, FedEx):
Office of Administrative Hearings
1711 New Hope Church Road
Raleigh, NC 27609-6285
One (1) copy of the petition must also be served to Department of Environmental Quality:
William F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
Please send one (1) copy of the petition to DWR:
If sending by First Class Mail
via the US Postal Service:
Karen Higgins
NC DWR —401 & Buffer Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
If sending via delivery service
(e.g. UPS, Fed Ex):
Karen Higgins
NC DWR --- 401 & Buffer Permitting Unit
512 N. Salisbury Street
Raleigh, NC 27604

Barber Mill Road Site
DWR 1119-0559
BUFFER APPROVAL
Page 4 of 4
This letter completes the review of the Division under the Neuse Riparian Buffer Rules as
described in 15A NCAC 02B .0233. Please contact Stephanie Goss at 919-791-4256 or
[e-mail] if you have any questions or concerns.
Sincerely,
4�"
Karen Higgins
li► ��' i
I�
Supervisor, 401 & Buffer Permitting Branch
cc: DWR RRO 401/Buffer Authorization file
DWR 401 & Buffer Permitting Unit file
Jason Hartshorn via e-mail at [e-mail]

Figure 4: NRCS Soil SurveyBarber Mill Road SiteJohnston County, NCMarch 2019
0 400 800Feet
I
Legend
Project Area
Figure 5: Impact FigureBarber Mill Road SiteJohnston County, NCApril 2020
0 30 60Feet
I
Legend
Ditches
Stream
Stream Impact Type
Permanent Stream Impacts
Temporary Stream Im pacts
Buffer Impact Type and Zone
Drainage Conveyance (Zone 1)
Drainage Conveyance (Zone 2)
Sidewalk (Zone 1)
Sidewalk (Zone 2)
UndergroundStormwaterTreatment
Site 1Sidewalk Impacts2,635 SF Zone 1257 SF Zone 2
Site 2Drainage Conveyance Impacts(Treated)476 SF Zone 1221 SF Zone 222 LF of Temporary Stream8 LF of Permanent StreamS1 Minor Grading andRevegetation in Zone 2
Site 3Drainage Conveyance Impacts(Treated)377 SF Zone 1206 SF Zone 28 LF of Permanent Stream14 LF of Temporary Stream
IGLESIA DE DIOS PRIMEROS
FRUTOS
PREPARED FOR
DOSAN CORP.
COVER SHEET
©C-0.0
VICINITY MAPPROJECT LOCATION
Sheet List Table
Sheet Number Sheet Title
C-0.0 COVER SHEET
C-0.1 GENERAL NOTES
C-0.2 BOUNDARY SURVEY
C-1.0 EXISTING CONDITIONS
C-1.1 DEMOLITION PLAN
C-2.0 PHASE-1 EROSION AND SEDIMENT CONTROL PLAN
C-2.1 PHASE-2 EROSION AND SEDIMENT CONTROL PLAN
C-3.0 SITE PLAN
C-4.0 GRADING & DRAINAGE PLAN
C-5.0 UTILITY PLAN
C-6.0 SITE DETAILS
C-7.0 EROSION CONTROL DETAILS
C-8.0 STORM DETAILS
C-9.0 UTILITY DETAILS
C9.1 UTILITY DETAILS
C-10.0 SAND FILTER DETENTION STRUCTURE DETAIL
LP01.00 LANDSCAPE PLAN
LP02.00 LANDSCAPE DETAILS
CONSTRUCTION DRAWINGS
STORMWATER SYSTEM NOTE:
ALL ONSITE AND OFFSITE INSTALLED STORM DRAINAGE PIPING AND
RELATED STRUCTURES ARE TO BE PRIVATELY MAINTAINED. THE
TOWN OF CLAYTON WILL NOT ASSUME ANY OPERATION AND/OR
MAINTENANCE OF THIS SYSTEM OR ITS APPURTENANCES.
APPROVED FOR
CONSTRUCTION
IGLESIA DE DIOS PRIMEROS
FRUTOS
PREPARED FOR
DOSAN CORP.
DEMOLITION PLAN
©C-1.1
Know what's below.
before you dig.Call
R
NORTH
DEMOLITION LEGEND
DEMOLITION NOTES
APPROVED FOR
CONSTRUCTION
IGLESIA DE DIOS PRIMEROS
FRUTOS
PREPARED FOR
DOSAN CORP.
PHASE-1 EROSION AND SEDIMENT
CONTROL PLAN©C-2.0
NORTH
EROSION CONTROL LEGEND
CONSTRUCTION SEQUENCE:
APPROVED FOR
CONSTRUCTION
REF.DWUPUPUPPROPOSED 1-STORY
7,650 SQ. FT. BUILDING
PROPOSED USE: CHURCH
FFE: 303.00'
IGLESIA DE DIOS PRIMEROS
FRUTOS
PREPARED FOR
DOSAN CORP.
PHASE-2 EROSION AND SEDIMENT
CONTROL PLAN©C-2.1
EROSION CONTROL LEGEND
GENERAL MAINTENANCE NOTES:
NPDES GROUND COVER REQUIREMENTS
SELF MONITORING AND INSPECTION NOTIFICATION:
NORTH
APPROVED FOR
CONSTRUCTION
REF.DWUPUPUPPROPOSED 1-STORY
7,650 SQ. FT. BUILDING
PROPOSED USE: CHURCH
FFE: 303.00'
IGLESIA DE DIOS PRIMEROS
FRUTOS
PREPARED FOR
DOSAN CORP.
GRADING & DRAINAGE PLAN©C-4.0
Know what's below.
before you dig.Call
R
NORTH
GRADING AND DRAINAGE LEGEND
GRADING NOTES:
IMPERVIOUS SURFACE
NOTE
SWALE CROSS SECTION A-A
NOT TO SCALE
NOTE
STORMWATER SYSTEM NOTE:
ALL ONSITE AND OFFSITE INSTALLED STORM DRAINAGE PIPING AND
RELATED STRUCTURES ARE TO BE PRIVATELY MAINTAINED. THE
TOWN OF CLAYTON WILL NOT ASSUME ANY OPERATION AND/OR
MAINTENANCE OF THIS SYSTEM OR ITS APPURTENANCES.
APPROVED FOR
CONSTRUCTION