20201722 Ver 1_ePCN Application_20210105

DWR
Division of Water Resources
Pre -Construction Notification (PCN) Form
October 26, 2020 Ver 3.3
Initial Review
Has this project met the requirements for acceptance in to the review process?*
6 Yes
r No
Is this project a public transportation project?*
C Yes IT No
Change only if needed.
BIMS # Assigned
20201722
Is a payment required for this project?*
r No payment required
r Fee received
6 Fee needed - send electronic notification
Reviewing Office *
Wilmington Regional Office - [phone]
Information for Initial Review
1a. Name of project:
Bogue Storage Park
1a. Who is the Primary Contact?*
James Howard
1b. Primary Contact Email:*
[e-mail]
Date Submitted
1 /5/2021
Nearest Body of Water
Hunting Island Creek
Basin
White Oak
Water Classification
SA;HQW
Site Coordinates
Latitude: Longitude:
34.699468-77.034642
Pre -Filing Meeting Information
ID#
Pre -fling Meeting or Request Date*
11 /10/2020
Attach documentation of Pre -Filing Meeting Request here:*
DWR Pre -Filing Meeting Request Form.pdf
Version#*
1
What amout is owed?*
6 $240.00
r $570.00
Select Project Reviewer*
Holley Snider:eads\hasnider
1c. Primary Contact Phone:*
[phone]
Version
50.55KB
A. Processing Information C^U
County (or Counties) where the project is located:
Carteret

Is this a NCDMS Project
r Yes r No
Is this project a public transportation project?*
r Yes r No
la. 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)
Has this PCN previously been submitted?*
r Yes
r No
Please provide the date of the previous submission.*
11 /10/2020
1b. What type(s) of permit(s) do you wish to seek authorization?
W Nationwide Permit (NWP)
r Regional General Permit (RGP)
r Standard (IP)
1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number:
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
39 - Commercial/Institutional 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
r 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
11. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
r Yes r No r Unknown
1j. Is the project located in a designated trout watershed?
r Yes r No
B. Applicant Information
1d. Who is applying for the permit?
W 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:
BPRC, Inc.
2b. Deed book and page no.:
Book 1662, Page 221
*
r Yes r No
r Yes r No

2c. Responsible party:
2d.Address
Street Address
110 Deerfield Ct.
Address Line 2
City
Cedar Point
Postal / Zip Code
28584
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
John Perrine
4b. Business Name:
Bell and Phillips
4c.Address
Street Address
604E Cedar Point Blvd
Address Line 2
City
Cedar Point
Postal / Zip Code
28584
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
BogueStoragePark. Wetland PCNApplicationSigned.11.06.20.pdf
State / Province / Region
NC
Cou Ary
us
2f. Fax Number:
State / Province / I3gion
NC
Country
us
4e. Fax Number:
520.35KB
C. Project Information and Prior Project History C^U
1. Project Information
1b. Subdivision name:
(ff appropriate)
1c. Nearest municipality/ town:
Bogus
2. Project Identification
2a. Property Identification Number:
539503015183000
2c. Project Address
Street Address
5319 Highway 24
Address Line 2
city
Newport
Postal / Zip Code
28570
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Hunting Island Creek
3b. Water Resources Classification of nearest receiving water:*
SA;HQW
2b. Property size:
2.23
State / Province / Region
NC
Country
us

3c. What river basin(s) is your project located in?*
White Oak
3d. Please provide the 12-digit HUC in which the project is located.
030203010304
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:*
The existing property is partially wooded and zoned for commercial use, and is similar to most of the adjoining parcels.
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)
BogueStoragePark.USGSExcerpt.11.10.20.pdf 786.79KB
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)
BogueStoragePark.SoilSurveyExcerpt.11.10.20.pdf 259.46KB
4f. List the total estimated acreage of all existing wetlands on the property:
0.1
4g. List the total estimated linear feet of all existing streams on the property:
0
4h. Explain the purpose of the proposed project:*
The purpose of the project is to provide a storage site to serve the surrounding Bogue/Cape Carteret area.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The project consists of basic infrastructure for a storage site development including the road, parking, fencing and utility connections.
4j. Please upload project drawings for the proposed project.
Bogue Storage - Phase 1 plans. 1 0.08.20.pdf 4.65MB
Bogue Storage - Wetland Impact Map.11.06.20.pdf 119.36KB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes r No r 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:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Haywood Pittman
Agency/Consultant Company: Pittman Soil Consulting
Other:
5d1. Jurisdictional determination upload
BogueStoragePark.PittmanSoilDelineation.11.20.20.pdf 274.83KB
6. Future Project Plans
6a. Is this a phased project?*
r Yes r No
7b. If yes, explain.
Phasing of the project will begin developing the rear of the property. The front portion to be developed for storage at a later date.
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?
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):

W Wetlands r Streams -tributaries G Buffers
W Open Waters r Pond Construction
2. Wetland Impacts
!a. Site #* (?) 2a1 Reason (?) 2b. Impact type * (?) 2c. Type of W. 2d. W. name * 2e. Forested * 2f. Type of 2g. Impact
Jurisdicition*(?) area*
Road Crossing P Unknown �]NIA Yes Corps E15
2g. Total Temporary Wetland Impact
0.000
2g. Total Wetland Impact
0.015
2h. Comments:
Actual amount is 0.015 acres (635 sq. ft.)
4.Open Water Impacts
2g. Total Permanent Wetland Impact
0.015
4a. Site # Impact Reason
4b. Impact type 4c. Name of waterbody
4d. Activity type
_714al.
4e. Waterbody type
P. Impact area
Road Crossing
P
WA
Fill
Isolated
0.01
4g. Total temporary open water Impacts:
0.00
4g. Total open water impacts:
0.01
4h. Comments:
Actual amount is 0.005 acres (180 sq. ft.)
E. Impact Justification and Mitigation
1. Avoidance and Minimization
4g. Total permanent open water impacts:
0.01
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
We were unable to avoid the proposed impacts due to project layout constraints With the wetland being located in the middle of the property. However,
the size of the wetland is nearly insignificant as no permit is required for 404 impact < 0.1 acres. This wetland is just above the threshold for
notification at 0.15 acres
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
The project will be replacing the epsting wetland with a constructed wetland BMP of a larger area in the future once project is subject to high density
regulations.
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 project does not involve a significant impact to the epsting Waters of the U.S. or Waters of the State.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
r Yes r No
If no, explain why:
ft is not near any waters that are identified as NC Riparian Buffers.
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
v

Comments:
G. Supplementary Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
r Yes r No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (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.
There are no anticipated future impacts from this development that would impact nearby downstream water quality. Future development will likely
involve adding SCMs to meet high density regulations.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor NIA
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
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?
NC Natural Heritage Program's Online GIS Database Viewer
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?*
South Atlantic Fishery Management Council's ArcGIS viewer for Essential Fish Habitat
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?*
NC State Historic Preservation Office web GIS service
7c. Historic or Prehistoric Information Upload
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
f Yes G No
8c. What source(s) did you use to make the floodplain determination?*
Effective and preliminary FEMA floodplain mapping
Miscellaneous
Comments
Miscellaneous attachments not previously requested.
Signature
*
W By checking the box and signing below, I certify that:
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief; and
• The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request Within the applicable reasonable period of time.
• 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:
John Michael Perrine
Signature
o,&n eWe0, c-1k-t.
Date
1 /5/2021

O��p W A 7�c�QG
Office Use Only:
Corps action ID no_
DWQ project no.
Form Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1a_ Type(s) of approval sought from the Corps: X❑ Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 39 or General Permit (GP) number:
le. Has the NWP or GP number been verified by the Corps?
❑ Yes ❑X No
1d. Type(s) of approval sought from the DWQ (check all that apply):
❑ 401 Water Quality Certification — Regular ❑ Nan-404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e. is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes © No
For the record only for Corps Permit:
❑ Yes []X No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
❑ Yes x❑ No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below.
Yes ❑ No
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ® No
2. Project Information
2a. Name of project:
Bogue Storage Park
2b. County:
Carteret
2c. Nearest municipality / town:
Bogue
2d. Subdivision name:
N/A
2e. NCDOT only, T.I.P. or state project no:
3. Owner Information
3a. Name(s) on Recorded Deed:
BPRC, Inc.
3b. Deed Book and Page No.
Deed Book 1662, Page 221
3c. Responsible Party (for LI_C if
applicable):
N/A
3d. Street address:
110 Deerfield Ct.
3e. City, state, zip:
Cedar Point, NC 28584
3f. Telephone no.:
252-393-7271
3g_ Fax no.:
3h. Email address:
Page 1 of 10
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑ Other, specify:
4b_ Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
S. Agent/Consultant Information (if applicable)
5a. Name:
John Perrine, El
5b. Business name
(if applicable):
Bell and Phillips
5c. Street address:
604E Cedar Point Blvd.
5d_ City, state, zip:
Cedar Point, NC 28584
5e. Telephone no.:
252-393-6101
5f. Fax no.:
252-393-3522
5g. Email address:
[e-mail]
Page 2of10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
539503015183000
1b. Site coordinates (in decimal degrees):
Latitude: 34.699328 Longitude:-77.03459
1 c. Property size:
2.23 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Hunting Island Creek
2b. Water Quality Classification of nearest receiving water:
SA; HQW
2c. River basin:
White Oak
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The existing property is partially wooded and zoned for commercial use, and is similar to most of the adjoining parcels.
3b. List the total estimated acreage of all existing wetlands on the property: 0.1
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 0
3d. Explain the purpose of the proposed project:
The purpose of the project is to provide a storage site to serve the surrounding Bogue/Cape Carteret area.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project consists of basic infrastructure for a storage site development including the road, parking, fencing and utility connections.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property
project (including all priorphases) in thepast?
[] Yes 0 No El Unknown
Comments: Requested with impact
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
❑preliminary ❑Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): Maywood Pittman
Agency/Consultant Company: Pittman soil Consulting
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Pittman Soil Consulting delineated a 0.106 acre isolated wetland on site in Mar. 2020.
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes 9 No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑X Yes ❑ No
6b. If yes, explain.
Phasing of the project will begin developing the back of the property. The front portion to be developed for storage at a later date -
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑X Wetlands ❑ Streams —tributaries ❑ Buffers ❑X Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are Wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Tem ora
2b,
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W 1 P
Fill
Unknown
Yes
Corps
0.015
W2 -
Choose one
Choose one
Yes/No
-
W3 -
Choose one
Choose one
Yes/No
-
W4 _
Choose one
Choose one
Yes/No
-
W5 -
Choose one
Choose one
Yes/No
-
W6 -
Choose one
Choose one
YeslNo
-
2g. Total Wetland Impacts:
1 0.015
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f,
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 -
Choose one
S2 -
Choose one
S3 -
Choose one
S4 -
Choose one
_
S5 -
Choose one
S6 -
Choose one
3h. Total stream and tributary impacts
31. Comments:
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then: lndi\V4 ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01 P
NIA
Fill
Pond
0,005
02 -
Choose one
Choose
03 -
Choose one
Choose
04 -
Choose one
Choose
4f. Total open water impacts
0.005
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e,
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
p1
Choose one
P2
Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected; pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number—
Permanent (P) or
Temporary T
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
B1 -
Yes/No
B2 -
Yes/No
B3 -
Yes/No
B4 -
Yes/No
B5 -
Yes/No
B6 -
Yes/No
6h. Total Buffer Impacts:
6i. Comments:
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
We were unable to avoid the proposed impacts due to project layout constraints with the wetland being located in the middle of the property. However,
the size of the wetland is nearly insignificant as no permit is required for 404 impact a 0.1 acres. This wetland is just above the threshold for notification
at 0.11 acres.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The project wil I be replacing the existing wetland with a constructed wetland BMP of a larger area in the future once project subject to high density
regulations.
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?
[] Yes ❑X No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
El Mitigation bank
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Pa ment to In4ieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
S. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a; permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form —Version 1.4 January 2009

6. Buffer. Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes 21 No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c_
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
4.5
6f. Total buffer mitigation required:
6g_ If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permi#tee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes X❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
12%
2b. Does this project require a Stormwater Management Plan?
❑x Yes ❑ No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
Law Density Stormwater treated by conveying runoff to existing wetlands and maximizing sheet flow wherever possible.
2e. Who will be responsible for the review of the Stormwater Management Plan? NCDEQ
3. Certified Local Government Stormwater Review
3a. In which local governmenVs jurisdiction is thisproject?
❑ Phase 11
3b. Which of the following locally -implemented Stormwater management programs
❑ NSW
apply (check all that apply):
❑ USMP
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4. DWQ Stormwater Pro ram Review
OCoastal counties
❑HQW
4a. Which of the following state -implemented Stormwater management programs apply
❑ORW
(check all that apply):
❑Session Law 2006-246
❑Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes No
attached?
5. DWQ 401 Unit Stormwater Review
6a. Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
6b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/focal) funds or the
Yes
❑X No
use of public (federallstate) land?
lb- If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
El Yes
❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter_)
❑ Yes
❑ No
Comments:
2. Violations (DWQ Requirement)
2a. is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑Yes
M No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after -the -fact permit application?
❑ Yes
X❑ No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
Yes
0 No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy_ If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
No Sewage utilities will be on site.
Page 9 of 10
PCN Form -- Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes X❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
-
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
NC Natural Heritage Program's Online GIs Database Viewer
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ❑X" No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
South Atlantic Fishery Management Coucil's ArcGIS viewer for Essential Fish Habitat
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NC State Historic Preservation Office web GIS service
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? ❑ Yes ❑X No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
Effective and preliminary FEMA tloodplain mapping
James Howard
r 1 °�D2-v
ApplicantlAgent's Printed Name
Date
A ncanttAgent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant isprovided.)
Page 10of10

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5 64027'04" W 15.08'
EIPPT x 14.62
EIPPT X 14.76 X 14.66
#219 x 15.51
S 78028-29" W 163.94'
15.66 x EIP
United S#aes of America _ - -16is 16.a9 \`'606 ,s #23
P.I.N. #539401282416000 ~` ao 16-� ~
Unzoned �?a' MBL
U.5. Marine Corps '`za
Auxiliary Landing Field x 16.74
fr 17.15
x17 9 f x17.24 J
1 �
�I Ob x 16.73 x 16,65 X 16,78
16.72
17.44 >
x 17.56 r j
X 16.46 l
/ I
X 16.70
�c x 16.74 4
C X17.3` , X16.76 I4I
ct)ti II , x 16.93 x 16,92
X16.67
Z ti
[6.21
JJ / x 15.93 x 16,05
X 17.1 x 16.38 X 16.15 ' 16,05
X 16.52
r
---x 15.98 '
x 15.64
x 15.87
i X 15.72
404 Wetlands Line
X 15,92 15,76
X 16.3 �
4\ rI
\ ti 16.21 ?l486 'V �• w wW 4_
A ? 'VA ,�0 4,. �• �Z W ' �• w w w w w ,,, w w w
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t[ ^ 13g.7�..,g1�6��r
\ AS X. Qt12.9 ' ' 1 --� F, Y y """ y .v- 14-
1 �xex. ditch 0
14.93 y� 3. 9
12`
Y .w.... w. 13.10
Y_........�. �. �. .�.., w w w
w ................. w -'- 14-
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yr1y�1 l 1 w w Illr,.
ll \�6.70
4 JX 15.90 �6� x 1404 Wetlands a Z
\ 6 I n
1
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r � w
Lu
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X 16 3 ex, woodsline X 16.04
in I
X a 16.4
16,511 16,33
N
X 16.56 x 16.46 x 16.39 x 16.33
k 16.90 1
x 17.58 \ \ 1
y �° �ba_ J X 15.94 --X 15.99
17.36 x o ¢
k- �� ex. c/I Swale ... _ 15.63
'_1 X_k - --X 16.53
�............ x....... ................... ^- - .....�.............. 16-
.. ,......... .&ic.4'ap 6fYddk. II
18.12 x \ C `Y•24 y
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x 17.66 � � x 17.67
_ X 17.63
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71
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X 18.76 X 18.24 l
Ix `
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Robert William Fetterolf
D.B. 1097, Pg. 92
M.B. 8, Pg. 463
P.I.N. #539503013178000
R-15M Zone
Single Family/Mobile Home
ex. 20' crass access d utility easement
per D.B. 1667, Pg. 339
f 1 z
Robert William Fetterolf
D.B. 1097, Pg. 92
X N 00 M.B, 28, Pg. 605
1 I r P.I.N. #539503014247000
1
'0 19.i9 R-15M Zane
�2oq t X 2 X 19.82 X 19.54 w -` Single Famil
\ n
c � 9.80
40' MBL
CD
Q �
n }` f
3 Ijj
m m L m \ o
Site Benchmark o N o f N \\ N X 19.77 X 19.32 19.24 r y
SMN in Concrete Pedestal X ra'
ro
'* of Power Pole za,51 xX ` \ } ;; 19.J
Elev. 21.37
ex. 8' tall chain link 20.60 x ° ° o m
fence w/ barbed wire n) C ex. conc. headwall `1' A q• \ a• N 73 18' 18" E 203.07'
n to 19.34« em d' EDisc ex. tep a ,ank ti - ewpp
oh I oh I oh I a oh I P oh I ah I PP cat oh I o I x....dh ... oh f oh ohpl--a ahpi x�hp1� i ! --.•.- -- ohpl
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r ; 5�20,34 5 73°22'47" W 118.58'
} f . -pere11 swat -1061 x 19.2
7B ex. c/I Swale 79 7 78 6 Bff.S 7g 786 �- -� ~- 2,J ..... ... ... ......2....ex.roadside sh'aie7de.r' "` ' 2....................... #� .......... 0.................. 11 ...20.71 r
.g ° .9 60 2 .� ti\i. ZO'20.55
ex. 18" rcp B -� 'c ..-}.
-ugh inv. 16.69 OOy 07 90 53 -
�� -
Contractor shall insure that he and all his workers (contractors, subcontractors and
other site personnel) do not damage construction stakes or other measures used in
laying out the project whether by the Engineer or another entity including those
under the employ of the contractor. Contractor shall cause his workers to observe -
and verify to the fullest extent practicable that stakes, other measures and grades
are, or appear to be, accurate and correct, and immediately, but prior to any
associated work, notify the staking entity of any potential conflict, error or
question regarding the work. The Engineer shall not be responsible if all of the above
measures are not strictly adhered to. The Engineer shall not be responsible where due
to damage, his staking can not be verified. For critical or costly components of the
work, where the contractor believes that staking may not be preserved, the contractor
shall request the staking entity to place staking in an area where its preservation can
be insured,
ex. eop 2p�7 �7
a.42 32proa\ a ex. Imp
O 20 ex, eop d� �o S7 59 1
inv. out
C�
K 17.03 \
°he/ I \ I ` ex. asphalt street \
I I \
-----------------� �I- °gyp/ N.C. Highway24 \\
100' Public R/W - - - -
inv. in
17.06 � \
\ _
\ R/W -0--pp ohp� o�ip�- oTipl
R/W
EIP
#13
Le end:
CIL - Centerline
D.B. - Deed Book
o ecaty - Existing Cable TV Box
0 Ebisc - Existing R/W Disc
0 EIP - Existing Iron Pipe
0 EIPPT - Existing Iron Pipe Pinched Top
eop - Edge of Pavement
0 empp - Existing Metal Power Pole
a ewpp - Existing Wood Power Pole
ex. - Existing
M.B. - Map Book
Pg. - Page
R/W - Right-of-way
0 SRRS - Set Railroad Spike
X 16.65 - Existing Spot Elevation
Wetlands Area
- --- -23- -- - - - Existing Contour
.. ... - Existing Swale
- Existing Woodsline
ohpl - Overhead Powerline
- - . - - • • • - - Wetlands Line
COGO: nla
Filename: BagueStoragePark- Layout.dwg
Drawn By: JJ5
Job No.: S191119-7225
SEAL .:�._
37928GINS
= =
A
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f r111110 k%'4
Sheet 1 of 3
Tract Data.
Total Acreage .................. 2.23 Acres
Number of Lots Existing ........ 1
Zone ........................... B-1
Existing Use (s) ............... Agriculture/Wooded
Proposed Use ................... Storage Facility
Water Service West Carteret Water Corp.
Sewer Service .................. On -Site Septic
Tax Map 1319-215, Parcel 013713
PIN 539503015183000
Deed Ref.: D.B. 1097, Pg. 91
M.B. 28, Pg. 463
f"'_i1- - -Y--
B-1 Zone ( MBL ) AICUZ Noise Exposure Level N2
Front Yard - 40' (65 to 74 Idn): Area of moderate impact
Rear Yard - 20'
Side Yard -10'
General Notes:
1. There are no Areas of Environmental Concern (AEC) as defined by
Coastal Area Management Act (CAMA) on this site.
2. The site is not affected by any special flood hazards per current
FEMA Map CPN 370491 5395 J (Town of Bogue) effective 07/16/03.
Flood Zone subject to change by FEMA.
3. Boundary and Topographic data taken from a survey by Bell And
Phillips dated April 2020.
4. Adjoining property information per Carteret County Tax Records.
5. All distances are horizontal ground, U.S. Survey Feet.
6. No record search done by, or furnished to surveyor in regard to
zoning, setbacks, easements or restrictions.
7. Existing utility lines may infer the existence of an easement.
8. The GPS portion of the boundary work was performed to third order,
Class I, FGCC specifications, The coordinates were obtained by
Real Time Kinematic Differential GPS Observations using Carlson
Survey Grade 5800 GPS Unit, NCGS RTK Network Adjustments to NC
Grid NAD' 83, 2011 Adjustments.
9. Wetlands line delineated by Pittman Soil Consulting in March 2020
and surveyed by Bell And Phillips in April 2020.
10. Elevations per NAVD '88 Datum.
Existing Conditions Plan
BOGUE STORAGE PARK - PHASE 1
5319 Highway 24, Bogue NC
Town of Bogue, Carteret County, North Carolina
Owner/Developer:
BPRC, Inc.
8926 Crew Drive
Emerald Isle, North Carolina 28594
DATE: 10/08/2020 0 10 20 30 60 90
SCALE:1"=30' FEET
BELL AND PHILLIPS
Consulting Engineers - Land Surveyors - Land Planners
Cedar Point, North Carolina
604E Cedar Point Boulevard Ak
Phone [phone] - www.BallandPhiilips.com
Firm License Number: F-0108

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General Notes:
1. There are no Areas of Environmental Concern (AEC) as defined by
Coastal Area Management Act (CAMA) on this site.
2. The site is not affected by any special flood hazards per current
FEMA Map CPN 370491 5395 J (Town of Bogue) effective 07/16/03.
Flood Zone subject to change by FEMA.
3. Boundary and Topographic contours taken from a survey by Bell
And Phillips dated April 2020.
4. Adjoining property information per Carteret County Tax Records.
5. All distances are horizontal ground, U.S. Survey Feet.
6. No record search done by, or furnished to surveyor in regard to
zoning, setbacks, easements or restrictions.
7. Existing utility lines may infer the existence of an easement.
8. The GPS portion of the boundary work was performed to third order,
Class T, FGCC specifications, The coordinates were obtained by
Real Time Kinematic Differential GPS Observations using Carlson
Survey Grade 5800 GPS Unit, NCGS RTK Network Adjustments to NC
Grid NAD' 83, 2011 Adjustments.
9. Wetlands line surveyed by Bell And Phillips in April 2020.
10. Elevations per NAVD '88 Datum.
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United 5taes of America
P.I.N. #539401282416000
Unzoned
U.S. Marine Corps
Auxiliary Landing Field
5 64027'04" W 15.08'
EIPPT
#219
15.66 X
r
Clearing Limits & Silt Fence
At Security Fence Location
Begin
Silt Fence
Clearing Limits & Compost Sack
At Security Fence Location
Drainage
Pipe Chart
OUTLET
AREA Q10
DIAMETER
GRADE
LENGTH VELOCITY
PIPE
(acres) (cfs)
(inches)
(%)
(if) (FPS)
A
0.40 1.77
15" RCP
0.40
48 3.21
B
0.55 2.44
18" RCP
0.0%
40 1.38
c=0.5
RCP
= Reinforced Concrete Pipe
i10=8.87
in/hr., tc=5 min.
CFS
= Cubic Feet per Second
LF
= Linear Feet
HDPE
= High Density Polyethylene
i10
= 10 Year Intensity
tc
= Time Of Concentration
X 16.74
r
17.44
\ x 16.,
Inv.In
/ 13.OQ
b •,
k
Daylight Ditch \
15.0 1r
Security Fence 4 x
At Property Line }
1/
0
v
1v
O
x°
.O
r,
U)
- --1�
C/L Ditch
15.8
X 17.58
18.12 x �C`Y24
1 x
X 17{47 /
q
k
Legend:
Clearing Limits & Silt Fence
C/L -Centerline
At Security Fence Location
Security Fence
At Property Line r� CSD -Compost Sock Dame
EIPPT x 14.62 D.B. - Deed Book
X 14.76 x 14.66 o ecaty - Existing Cable TV Box
X 15.51
~ S 729" y1/ 163.94' O Ebisc - Existing R/W Disc
_ EIP O EIP - Existing Iron Pipe
\ r 01 _0 fs J f Q EIPPT - Existing Iron Pipe Pinched Top
20' M6L eop - Edge of Pavement
® empp - Existing Metal Power Pale
ewpp - Existing Wood Power Pale
ra 17 9 ' x I7.29 J 17.15 ex, - Existing
t Inv. - Invert
l�7 M.B. - Map Book
1 Pg. - Page
fX 16.73 x 16.65 1 j R/W - Right-of-way x 16.7a 16.72 Grade For Positive RCP - Reinforced Conrete Pipe
% Drainage Before Fabric O SRR5 - Set Railroad Spike
X 17.56 / Liner And #57 Stone x 16.65 - Existing Spot Elevation
/ x16.46 w w w
J / W W -Wetlands Area
/ CS CL - Clearing Limits & Compost Sock
x 16.70 Clearing Limits & Silt Fence CL S f - Clearing Limits & Silt Fence
x 16.74 #57 Stone At Security Fence Location - -
17.3 } Boat Starage Area x 16.76 l - - - Existing Contour
II -Existing Swale
X 16.93 x 16,92 - Existing Woodsline
j ohpl - Overhead Powerline
!
X 16.67 x x x - Security Fence
- - Wetlands Line
// x15.93 x16.0
171 x 16.38 x 16 16.05
x16.52 _
h6 �1` / 1Q' Vegetative Buffier Tract Data:
x 15.64
I
r• Total Acreage .........::. 2.23 Acres
\ / Wetlands Impact x15.e7 Limits of Disturbance . 1.43 Acres
See USACE Permit` Security Fence
x15.92 For Tnformation 15'76 At Buffer Number of Lots Existing .. 1
Zone B-1
16.21 ,+ r /ga w wW` Existing Use (s) ......... Agriculture/Wooded
Robert William Fetterolf Proposed Use ............. Storage Facility
:.
ex, to of book y L Y 9
15.492 D.B.1097,Pg. 92 Water Service ............ West Carteret Water Corp. Future
a x. i t� ' ' ' --�-� .W • ' -��� lq- '�- W -- M.B. 8, Pg. 463 Sewer Service ............ On -Site Septic (Future)
t$' '•TOE of ex�tc :f - -1+� - 3•09
R-15M Zone
P.I.N. #539503013 8Q00
17
w-• • - - 13.10 Tax Ma 1319-215 Parcel 013713
: ::..•:. + W W ... x.fopofbor,k"...........`. •�`14-- - Single Family/Mobile Home
'' - - ..,�1?.''� }„ w �• 'o• Inv. Out •••-• .•. PIN 539503015183000
" L' •' 15.46
-.s: r _ ~ "• ` ~�' 13.00 W W W �' w W +' N y W w `' w '� �" w Deed Ref.: D.B. 1097, Pg. 91
,I � V, W W W •Y •" W � W W
M.B. 28, Pg. 463
�x 1 ;9q, . CSD� boylight Ditch S Zt5.21
` b X 161q 15 0 Setbacks:
-�::. '• ` ` \ Install Silt Fence Begin
13' Off Wetlands Silt Fence LP B-1 Zone { MBL } AICUZ Noise Exposure Level N2
= Front Yard - 40' (65 to 74 Tdn): Area of moderate impact
J \ J Rear Yard - 20
Side Yard - 10'
ko
A,:.' � o_
X 16 3 woodsline x 16.04
16.4
6.58 16.33
16.56 x 16.46 x 16.39 X 16.33
" : C/L Ditch ll Fill ex. ditch. l
U •:: ` 15.8 T Grade Far Positive T Clearing Limits & Compost Sock
At Security Fence Location
16.E Drainage To The South. fi
?. otiep - _ 16- -x 15.99
x 15.94
f 136 a �• CSD
1 .36
-: ��•, :�+' , k �-_....� ex. c/I Swale .. ... l - ' _ 15.63
....................... .. ..� ,.- - .. .. ..� .. ........ .X 16.53
X, �•` ..ex.'top6fbdnk' �yy..�
1 •Roll - � � � � s� p`s' I
Gate ; ` _ _
Security Fence -17-
x- x x x��x�x x
' = : X17.66 �O X17.87
X 17,63 [I]
1798
L ,
EIP
Ln - • #14
Q x 18.
x 18.24
�x
NOTE:
i U °
:: v_ ..:
1. Contractor shall
use invert elevations shown on plans
for construction.
Grades shown
above are
rounded.
ex. 20' cross access d utility easement
f I
\ 1
per 0.8. 1667. Pg. 339
711`■
f 1YN
(I(I
�..
Robert William Fetterolf
1
1 V I
N
'.:':: `:'""
Begin Ditch
co o. j
b.B. 1097, Pg. 92
o
L ; :
19.5
M.B. 28, Pg. 605
�o
P.I.N. #539503014247000
Stabilized
µ•79
R-15M Zone
Lr!
�
x 2 Construction x 19.82 x 19.54
O.:?, I
Single Family
`
Entrance
� •�
9 80 i,8a
Site Benchmark
= Begin Ditch I
;"•+
(Typ)
40' MBL
oSMN
in Concrete Pedestal 19.5
of Power Pole
-
n
Elev. 21.37
m d
^
Cleanaut Ex. Ditch
N
a N
19 X 19.32
From Elev. 18.28
19.24
z0.51 xx X
Daylight Ditch To Pipe Invert
19.0
` }
19.851
ex. 8' tall chain link
o y
Sv
cant. headwall
Daylight Ditch
20.60 x
"1' 19.0
21•Q
19--
v
- ;, �t1a.18 .''%'
m ZU..: '
fence w/ barbed wire
ex.
to?19.34�h
e"PP mtv
1 o EDisc a3 I
'
o c�a a N 73°18' 18" E 203.07%n,
x rah F'�k�.. oh ah I ohpl
p-
Shp✓ °;o ' 1
oWPP chpl
oh I ah l
R/W� P P
oh I
P
o
oh I I
P P
oh I . oh ..'..
P - #227 P
.. :.... ,
- - = r .... ..I-
� � -..sR
R/W
g ex. c/I Swale f9
9g °7
96
5
r
�6 8 G :::.... ::.' ✓ A
2
_ �1
ex. C:P sVro=2 6-
34
X 19.2
2a,71 20
J' 20.55
7w
5 22 4�E 11B�a EIP
Note: Og5
ex. 18' rc
inv.16.6
6` F'-
CSD u 0
a ::.::..........
:':
':::
d `
2p� ex:rdadsidesNoulder \?py�" *2p53
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Contractor shall insure that he and all his workers contractors, subcontractors and "0fi
{
ex. eap 2°a�
°p
2°aj
ex.eo
o 2o3s ¢z ap 05l P 59 No \ o
ro �� M.E.G. M.E.G. Inv. In �� 1
ex. cop
a
s�
other site personnel) construction stakes or other measures used in
P ) do not damage 9
y
inv. out
17.03
I I Cleanaut Ex, Ditch
\
laying out the project whether by the Engineer or another entity including those.
I I From Outlet Inv. Out 48 L.F.
°hb/
Asphalt Drive \
under the employ of the contractor. Contractor shall cause his workers to observe
To Ex. Culverts 17.80 15" RCP
5' Past R/W' asphalt highway \
\
and verify to the fullest extent practicable that stakes, other measures and grades
I I
\
°gyp!
are, or appear to be, accurate and correct, and immediately, but prior to any - -
- - - - -
-
-
- - - - - - -
-4I - - -\
N.C. Hi�ghjA 24 \
\
associated work notify the staking entity of any potential conflict error or
-
- -
-
question regarding the work. The Engineer shall not be responsible if all of the above
measures are not strictly adhered to. The Engineer shall not be responsible where due
to damage, his staking can not be verified. For critical or costly components of the
work, where the contractor believes that staking may not be preserved, the contractor
shall request the staking entity to place staking in an area where its preservation can
be insured.
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COGO: 9351.crd
Filename: BogueStoragePark-Site.dwg
Project: 93-51
Drawn By: AS
Job No.: S191119-7225
Sheet 2 of 3
Erosion and Sedimentation Control Notes:
1. Clearing or grading operations shall begin at low points of outfall release
or other locations where sediment control measures are shown on the
plan and the sediment control devices (sediment traps, silt fences,
diversions, stormwater treatment areas, etc. shall be installed bef are
or simultaneously with the disturbance of any area draining to the device.
2. Sediment control devices and structures shall be installed, maintained and
amended as needed to provide effective control of accelerated erosion and
sedimentation until the contributing watersheds are stabilized.
3. Construction Sequence:
A. Notify Engineer, owner and Land Quality Section prior to beginning
construction.
B. Install stabilized construction entrance at point of access.
C. Install Silt Fence at Limits of clearing as shown. Owner may lessen the amount
to clear. Confirm prior to start of work. Silt fence shall be installed at the down
slope edge of clearing immediately after a lot is cleared. Silt fence shall be
maintained until the lot is stabilized completely. Silt fences are shown based
on topographic information in the locations expected to be needed to trap
sediment prior to entering down slope areas. Actual locations of installation
shall be adjusted to the actual physical on site topography. That is, where silt
fence is not shown on the plan but the actual topography reflects a downward
slope, silt fence shall be installed. Where the actual topography reflects an
upward slope silt fence is not required.
b. Clear & grub entire area within the clearing limits as shown. Install compost sock
and silt fence as shown.
E. Rough grade road and ditches. Grade boat storage area for positive drainage.
F. Immediately seed, mulch and install temporary liners to ditches as needed.
G. Maintain erosion control measures as needed to assure full functionability.
H. Fine grade drive. Place ABC over compacted subgrade. Install filter fabric
and #57 stone for boat storage area.
I. Provide ground stabilization (Temporary or Permanent) on perimeter areas and
slopes greater than 3:1 within 7 days following the completion of any phase of
grading or construction: and 14 days for all other areas internal to the project.
4. Seeding Specifications:
Apply lime and fertilizer and work into 4 - 6 inches of sail. Seed mixture shall
be distributed uniformly and covered with a clean straw mulch. All mulch shall
be crimped or asphalt tacked to hold in place. Material and application rates
as follows, and are generally considered minimums.
*Mulch rate to be doubled is crimped*:
Material Application Rate
Lime 3000 lbs./ac.
.Fertilizer (10-10-10) 750 lbs./ac.
Mulch 2 tons/ac.
Asphalt Tack 435 gal./ac.(Max)
Permanent Seeding
Common Bermuda
(Unhulled Sept. 1 - April 1) 100 lbs./ac.
(Hulled April 1 - Sept. 1) 75 lbs./ac.
"Rebel" Fescue 50 lbs./ac.
Rye Grain (Sept. 1 - April 1 only) 50 lbs./ac.
German Millet (April 1 - Sept. 1 only) 50 lbs./ac.
Temporary Seeding
Dec. 1 - April 15
Kobe Lespedeza 50 lbs./ac.
Rye Grain 120 lbs./ac.
April 15 - Aug. 15
German Millet 40 lbs./ac.
Aug. 15 - Dec. 30
Rye Grain 120 lbs./ac.
5. Once all areas have been stabilized, contractor is to remove temporary
erosion control measures, regrade, & mulch to restabilize these areas.
6. For additional requirements, see the approved erosion control permit.
Grading, Drainage, & Erosion and Sedimentation Control Plan
BOGUE STORAGE PARK - PHASE 1
5319 Highway 24, Bogue NC
Town of Bogue, Carteret County, North Carolina
Owner/Developer:
BPRC, Inc.
8926 Crew Drive
Emerald Isle, North Carolina 28594
DATE: 10/08/2020 0 10 20 30 60 90
SCALE: 1"=30' FEET
BELL AND PHILLIPS
Consulting Engineers - Land Surveyors - Land Planners
Cedar Point, North Carolina
604E Cedar Point Boulevard
Phone [phone] - www.BeliandPhil]ips.com
Firm License Number: F-0108

Steel Pasts
1J" Type 59.5E
BCSC Asphalt Uy"rbar
Nate: Burlap shall s4.97 a y
6" CABC not be used. °'ds £�o • Sr �Me
Id"
�a WELDED WIRE MESH
\\ \\\ d a s a n a a n 6" BELO W GROUND
E 1 I I E I I d I d I G I d I I
Nate:
\1 Spacing for Posts
i shall be:
1) 8 Feet Maximum
611 r with Wire Mesh
or
Direction of
Run Off Flow _ 2) 6 Feet Maximum
without Wire Mesh
Steel Post Filter Fabric
with Extra Strength
Compacted Subsoil Welded Wire Mesh
Asphalt Paving Detail Erasion d Siltation F
Control Fabric Compacted r�u
Soil
Not to scale Ground Line
24" Mn.
Extra Depth Required
4" for Nan -Stable Soils
S
Section View
Typical Installation of Silt Fence
Not to scale
2" x 2" hardwood
Compost P
Compost
Sack
2' Upslope
stake
itake Compost Sock
at center of ditch
Cross Section for Check Dam Use
2" x 2" hardwood stake.
Compost Sack through center of sack
4' O.C. (Typ.)
Notes: Cross Section Top View
1. Compost Sock to be 8" minimum diameter with 5 mil thick mesh netting having 1/8" - 3/8" openings.
2, Compost to meet Compost Blanket material properties, with 99 % of particles passing a 2" sieve and
30-50% passing a 3/8" sieve.
3. Use 2 ft. minimum wooden stakes with a 2 inch by 2 inch cross section.
4. When using compost sack as a check dam, do not install in ditches greater than 3 ft. in depth.
Compost Sock Detail
Not to Scale
Maintenance Notes:
1. inspect sediment fences at least once a week and after each rainfall.
Make any required repairs immediately.
2. Should the fabric of a sediment fence collapse, tear, decompose or become
ineffective, replace it promptly.
3• Remove sediment deposits as necessary to provide adequate storage volume
far the next rain and to reduce pressure on the fence. Take care to avoid
undermining the fence during cleanout.
4. Remove all fencing materials and unstable sediment deposits and bring the
area to grade and stabilize it after the contributing drainage area has
been properly stabilized.
R/W
CONSTRUCTION
ENTRANCE
PROFILE
EXISTING ROAD
112' MIN. I
(SEE NOTE)
PLAN VIEW
50' MIN.
LENGTH
R/W
Construction Specifications
1. Aggregate size — Use 2-3 inch washed stone
2. Length — As effective, but not less than 50 feet.
3. Thickness — Not less than six (6) inches.
4. Width — Not less than full width of all points of
ingress or egress. Minimum of 12'.
5. Install filter fabric under entire footprint of the
construction entrance.
6. Washing — When necessary, wheels shall be cleaned to
remove sediment prior to entrance onto public right—of—
way. When washing is required, it shall be done on an
area stabilized with crushed stone which drains into an
approved sediment trap or sediment basin. All sediment
shall be prevented from entering any storm drain, ditch,
or watercourse through use of sandbags, gravel, boards
or other approved methods.
7. Maintenance — The entrance shall be maintained in a
condition which will prevent tracking or flowing of
sediment onto public rights —of —way. This may require
periodic top dressing with additional stone as conditions
demand and repair and/or cleanout of any measures used to
trap sediment. All sediment, spilled, dropped. washed or
tracked onto public rights —of —way must be removed
Temporary Stabilized Construction Entrance
Not to scale
3'
1" er
Ij—III
iI I li i III ,I l �-
6" A.B.C.
4.
20' Varies
Wit Del
114" Per Ft.
Compacted
Subgrade
Gravel Drive
Not to scale
Ilepth as Install Liners
s8awn an where noted
Plans
>
�Uner ght
3 , L —
Ditch Detail
Not to Scale
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Detail Sheet
BOGUE STORAGE PARK - PHASE 1
5319 Highway 24, Bogue NC
Town of Bogue, Carteret County, North Carolina
Owner/Developer:
BPRC, Inc,
8926 Crew Drive
Emerald Isle, North Carolina 28594
DATE: 10/08/2020
SCALE: As Noted
CZ
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LL
LOGO: 9351.crd
Filename: Bogue$toragePark-Site.dwg
Project: 93-51
Drawn By: JJS
Job No.: S191119-7225
BELL AND PHILLIPS
Consulting Engineers - Land Surveyors - Land Planners
Cedar Point, North Carolina
604E Cedar Point Boulevard
Sheet 3 of 3 Phone [phone] - www.BellandPhillips.com
Firm License Number: F-0108
19

Notes:
1. Wetlands crossings: initial disturbance of this area shall be limited to only that area minimally needed to allow passage of
construction equipment to prepare for the installation of the crossing and to execute upland construction on the opposing side of the
crossing. Grubbing or land disturbance of the subject area shall not be performed until the culvert, backf ill material, erosion and
sediment control materials or devices sufficient to substantially complete the construction and stabilization of the crossing are
staged or stockpiled at the location. Due consideration shall be given to impending inclement weather conditions that may adversely
affect the completion of the crossing in the minimum time necessary.
2. Drainage work shall be. completed in the minimum time necessary.
Construction Sequence:
Security Fence
3. No construction o the ill or the wetland impact shall commence until allmaterials eede f f f p needed for the impact are staged on site. United stars of America
4. Establish clearing limits per approved plans. Clear and grub impact area as needed. Temporary seed and mulch disturbed area.
Do not clear or disturb any unpermitted areas. U.S. Marine corps
5. Install drainage. Fill, compact and finish fill grade area. Auxiliary Landing Fleid
6. Instali permanent ground cover (sod) on slopes. Install rip rap on portion of submerged slope (open waters).
7. Install slit fence at toe of fill slope and as needed to prevent erosion.
' details. S. See the construction plans for additional eta ls.
9. See wetlands permit for additional requirements.
Clearing Limits & Compost Sock .rs �9a�'
At Security Fence Location U r ��tr \ x 15.64'�2
\ \ Wetlands fill Impact:
635 SgYt. Wetlands
x 16.3 "` °" ' x 15.92 180 5q.Ft. Open Waters
Silt Fence At
Inv. In "' 16.2 �.;' ; : ','_ sf Limits Of F!I!
13.00 A r h 0.'~r -
�T'
Daylight Ditch
15.0 <W....." _
An .{ y.':. .. ..y .y.. ..
': 1Uf1G
Security Fence 1 x 1 7>t ' : " :: _°�: , f : w W W r Inv. Out' w
13.0
Sf
At Property Line )Sf
w
x 1 � .., ' CSD \ Daylight Ditch
tn 15.0
40 L.F.
co :•t.. 18" RCP \
RE
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a.
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'' C VO �"' • .:'.''• ::•..'.'.'.. .
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Vicinity Sketch
Not to Scale
Legend:
CIL - Centerline
Robert William Fetteral€
a.e.1o97,Pg. 92 Q.B. - Deed Book
M.e, a, Pg.463 M.B. - Map Book
Pg. - Page
R/W Right-of-way
w Existing Spot Elevation
j __:._ — �W.. w ..w� -• Wetlands Area
ex. 20' cross access W W ....J
i � utility easement CS -Clearing Limits dt Cnmpost Soc
per 0.S. 1667,Pg.339 sf - Clearing Limits 4 Silt Fence
-- — —03- — — — - Existing Contour
:�; •• '' \ Robert William Fetterolf - Existing Woodsline
0.8.1097, P 92
M.B.28,P 605 x x x - Security Fence
•`."'; ` , 1111111111� , ex. rock drive — — -Wetlands Ling
0 • , �,
x �16. 3 ex. woodsllneK,
:= ° x 16 8 : Jj�,{� N.C. Highway 24
C/L Ditch 1a SEAL • y "ts� Asphalt Drive
37928 fC,1iF{- :� Drive To End 100' Public R/W
:�. Ln ;:, x 16.56 x 16,46 5'
Past R/W
•-•.- -� � ,-� :. C/L Ditch y 'Ql • �
15.8 �,,s •.:?lilt 0��� , R/W
Wetlands Im act ''�►=11 filn Overall Site
0 10 20 30 60 Scale. V--100'
0 50 100 200
h,Er Scale: l"_3o Wetlands Impact Map - Sheet 1 of 1 FEET
Pr- °feet' Owner. Bate: 11/06/2020 BELL AND PH I LLI PS
BOGUE STORAGE PARK - PHASE I wale: AsNated
BPRC, Inc. Fled book: n/a Engineers - Surveyors - Planners
5319 Highway 24 BO ue NC File Name: Bogue5toragePark-Impactdwg Cedar Point, North Carolina
g Y g 8926 Crew Drive COGO. 9351.crd 604E Cedar Point Blvd.
Smerald Isle, North Camisna 28594 . Drawn: JJS
Job No.: S191119-7225 Phone [phone] - www.ParkerJacksonville.com
Town of Bogue, Carteret County, North Carolina
N.C. firm License Number:1=-0108
0.0.2 Ac.
Wetlands Impact
(Total Fill)
[
x
#57 Stone
Boat Storage Area
r
1
—x - x x—
20' Wide
6" ABC Stone
Drive

7ers
,GUE MINI STORAGE
,lWY 24 CARTERET COUNTY
WETLAND EVALUATION
PITTNIAN SOIL CONSULTING
APPROX SCALE 1 "=60'

Contact Name*
Contact Email Address*
Project Owner*
Project Name*
Project County*
Owner Address:*
Is this a transportation project?*
John Michael Perrine
[e-mail]
BPRC, Inc.
Bogue Storage Park
Carteret
Street Address
5319 HIGHWAY 24
Address Line 2
aty
Newport
Postal / Zip axle
28570
(- Yes c: No
Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - F 401 Water Quality Certification -
Regular Express
F Individual Permit F Modification
F Shoreline Stabilization
Does this project have an existing project ID#?*
(- Yes c: No
State / Province / Pegion
NC
Country
us
Do you know the name of the staff member you would like to request a meeting with?
Please give a brief project description below.*
The purpose of the project is to provide a storage site to serve the
surrounding Bogue/Cape Carteret area.
Please give a couple of dates you are available for a meeting.
_...........................................................................
11 /16/2020
11 /17/2020
11 /19/2020
Please attach the documentation you would like to have the meeting about.

Bogue Storage - Wetland Impact
119.36 KB
Map. 1 1.06.20.pdf
pdf only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
1 understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
I also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature *
�e�FAr cr3���rie7�
Submittal Date 11/10/2020